Loading...
HomeMy WebLinkAboutOYSTER HARBORS CLUB - FOOD OYSTER HARBORS CLUB 470 Grand Island Dr. Osterville-, f/ Town of Barnstable BOARD OF HEALTH John T.Norman Board of Health Donald A.Gaudagnoli,M.D. BARNIKMBLE. 1 F.P.(Thomas)Lee,. MA&16>9. 200 Main Street, Hyannis, MA 02601 Daniel Luczkow,M.D. Alt. # A Phone: (508) 862-4644 Fax: (508)790-6304 www.townofbarnstablems Permit to Operate a Food Establishment In accordance with regulations promulgated under authority of 105 CMR 590.000 M.G.L. Chapter 94 Sections 305A, 305B, 14E, 189 and 189A; Chapter 111, Sections 5 and 127A, a permit is hereby granted to: Permit No: 210 Issue Date: 01/01/2022 DBA: OYSTER HARBORS CLUB, INC. OWNER: OYSTER HARBOR CLUB, INC. Location of Establishment: 170 GRAND ISLAND DRIVE OSTERVILLE„ MA 02655 Type of Business Permit: FOOD SERVICE Annual: YES Seasonal: IndoorSeating: 350 OutdoorSeating: 80 Total Seating: 430 FEES FOOD SERVICE ESTABLISHMENT: $300.00 YEAR. 2022 RETAIL FOOD: COTTAGE FOOD OPERATION: Permit Expires: 12/31/2022 B&B- FULL BREAKFAST: CONTINENTAL BREAKFAST: - MOBILE-FOOD: MOBILE-ICE CREAM: C � FROZEN DESSERT: Thomas A. McKean, RS, CHO, Health Agent FOR ESTABLISHMENTS WITH SEATING: PERMIT IS NOT VALID UNLESS ISSUED IN CONJUNCTION WITH A COMMON VICTUALER LICENSE Restrictions: For Office • Initials: Town of Barnstable (� Date Paid 1 Amt Pd B"NST M : Inspectional Services y MASS. �i0tfp.a�� Public Health Division Check# Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 APPLICATION FOR PERMIT TO OPERATE A FOOD ESTABLISHMENT DATE NEW OWNERSHIP RENEWAL NAME OF FOOD ESTABLISHMENT: OBIS �L \ Q1)DCQ�� CAW ADDRESS OF FOOD ESTABLISHMENT: V G \A 1S -n tl MAILING ADDRESS(IF DIFFERENT FROM ABOVE)QIIO Cm xa- 11a u1 ,, N;am� IE.wt uzus J- E-MAIL ADDRESS: �Ucnyl O l� ��S~S�1Z'f�i►WO�LSC�V�J . (�R (� W TELEPHONE NUMBER OF FOOD ESTABLISHMENT: TOTAL NUMBER OF BATHROOMS: LO V� WELL WATER: YES NO- .. (ANNUAL WATER ANALYSIS REQUIRED) ANNUAL: SEASONAL: DATES OF OPERATIONk-A O�/JV/Ja NUMBER OF SEATS: INSIDE:,S�S- OUTSIDE: TOTAL: 0 SEATING: MUST OBTAIN A COMMON VICTUALLER'S LICENSE FROM LICENSING DIV. ***OUTSIDE DINING REMINDER*** OUTSIDE DINING,MUST BE APPROVED BY THE HEALTH DIV.AND LICENSING,AND MEET OUTSIDE DINING REQUIREMENTS. IS WAIT STAFF PROVIDED FOR OUTSIDE DINING?.gq.<_ IS AN AIR CURTAIN PROVIDED AT WAITSTAFF SERVICE DOOR(S)? _1rL5 TYPE OF ESTABLISHMENT: (PLEASE CHECK ALL THAT APPLY BELOW) V FOOD SERVICE RETAIL FOOD-ONLY required for TCS foods(foods requiring refrigeration/freezer) BED&BREAKFAST CONTINENTAL BREAKFAST COTTAGE FOOD INDUSTRY(formerly residential kitchen) MOBILE FOOD FROZEN DAIRY DESSERT MACHINES ... (MONTHLY LAB ANALYSIS REQUIRED) CATERING ... (CATERING NOTICE REQUIRED BEFORE EVENT(SEE PAGE#2) *** SEASONAL, MOBILE & NEW FOOD ONLY*** REQUIRED TO CALL HEALTH DIV.FOR INSPECTION PRIOR TO PERMIT BEING ISSUED PLEASE CALL 508-862-4644 Q:\Application FonnsTOODAPP 2020.doc 1 OWNER INFORMATION: FULL NAME OF APPLICANT SOLE OWNER: YES/NO D.O.B \ ` OWNER PHONE ADDRESS\, GVQ.tJd IS1anC� �L�VIL, , 1G�V \1L CORPORATE OWNER: \ CORPORATE ADDRESSA90 �WAA < 1a PERSON IN CHARGE OF DAILY OPERATIONS: List(2) Certified Food Protection Managers AND at least(1)Allergen Awareness Certified Staff All FOOD ESTABLISHMENTS must have 1 Certified Food Protection Manager PER SHIFT. **ATTACH COPIES OF CERTIFICATES** The Health Div. will NOT use past years' records. You must provide new copies and POST THE CERTIFICATES at your food establishment. Certified Food Managers Expiration Date Allergen Awareness Expiration Date lz 11.14M LaAx i%1��M `zn 2 SIGNA U �APLICANT DATE ***FOOD POLICY INFORMATION*** SEASONAL FOOD SERVICE: All seasonal food establishments,including mobile trucks must be inspected by the Health Div. prior to opening!! Please call Health Div.at 508-862-4644 to schedule your inspection. Please call at least(7)days in advance. FROZEN DAIRY DESSERTS: Frozen desserts must be tested by a State Certified lab prior to opening and monthly thereafter, with sample results submitted to the Health Div. Failure to do so will result in the suspension or revocation of your Frozen Dessert Permit until the above terms are met. CATERING POLICY: Anyone who caters within the Town of Barnstable must notify theTown by fax or mail prior to catering event. You must complete a catering notice found at http://www.townofbarnstable.us/healthdivision/applications.asp. OUTDOOR COOKING: Outdoor cooking,preparation,or display of any food product by a food establishment is prohibited. NOTICE: Permits run annually from January 1 st to Dec. 31't each calendar year. IT IS YOUR RESPONSIBILITY TO RETURN THE COMPLETED APPLICATION(S)AND REQUIRED FEES BY DEC 1 st. Q:\Application FormsTOODAPP REV3-2019.doc Town of Barnstable BOARD OF HEALTH John T.Norman Board of Health Donald A.Gaudagnoli,M.D. r- WkR N8rhmLL Paul J.Canniff,D.M.D. o 200 Main Street, Hyannis, MA 02601 F.P. Thomas Lee Alternate Phone: (508) 862-4644 Fax: (508)790-6304 www.townofbarnstable.us Permit to Operate a Food Establishment In accordance with regulations promulgated under authority of 105 CMR 590.000 M.G.L. Chapter 94 Sections 305A, 305B, 146, 189 and 189A; Chapter 111, Sections 5 and 127A, a permit is hereby granted to: Permit No: 210 Issue Date: 01/01/2021 DBA: OYSTER HARBORS CLUB, INC. OWNER: OYSTER HARBOR CLUB, INC. Location of Establishment: 170 GRAND ISLAND DRIVE OSTERVILLE„ MA 02655 Type of Business Permit: FOOD SERVICE Annual: YES Seasonal: IndoorSeating: 350 OutdoorSeating: 80 Total Seating: 430 FEES FOOD SERVICE ESTABLISHMENT: $300.00 YEAR. 2021 RETAIL FOOD: COTTAGE FOOD OPERATION: Permit Expires: 12/31/2021 B&B-FULL BREAKFAST: CONTINENTAL BREAKFAST: MOBILE-FOOD: MOBILE-ICE CREAM: C,� FROZEN DESSERT: Thomas A. McKean, IRS, CHO, Health Agent FOR ESTABLISHMENTS WITH SEATING: PERMIT IS NOT VALID UNLESS ISSUED IN CONJUNCTION WITH A COMMON VICTUALER LICENSE Restrictions: For Office Use Only; Initials: Town of Barnstable Date Paid�� 29AmtI'd$ , MAM. : Inspectional Services � � a 1� Y MA9S. $' 4' i639. A Public Health Division ACED MAC Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 APPLICATION FOR PERMIT TO OPERATE A FOOD ESTABLISHMENT DATE\� NEW OWNERSHIP RENEWAL NAME OF FOOD ESTABLISHMENT: ADDRESS OF FOOD ESTABLISHMENT: \y IV MAILING ADDRESS(IF DIFFERENT FROM ABOVE) .E-MAIL ADDRESS: LJ63C 4�IQ�1V Q L�S��\Z—�TG.Q �SGL D]�-- c TELEPHONE NUMBER OF FOOD ESTABLISHMENT:,�1q:)y-�� l TOTAL NUMBER OF BATHROOMS: mil/ WELL WATER: YES NO ..(ANNU L WATER ANALYSIS REQUIRED) ANNUAL: SEASONAL: DATES OF OPERATION:q—/1/21 TO Q-/3L/J-1 NUMBER OF SEATS: INSIDE:-q� OUTSIDE: TOTAL: SEATING: MUST OBTAIN A COMMON VICTUALLER'S LICENSE FROM LICENSING DIV. ***OUTSIDE DINING REMINDER*** OUTSIDE DINING MUST BE APPROVED BY THE HEALTH DIV.AND LICENSING,AND MEET OUTSIDE DINING REQUIREMENTS. IS WAIT STAFF PROVIDED FOR OUTSIDE DINING?�A IS AN AIR CURTAIN PROVIDED AT WAITSTAFF SERVICE DOOR(S)? TYPE OF ESTABLISHMENT: (PLEASE CHECK ALL THAT APPLY BELOW) FOOD SERVICE RETAIL FOOD-ONLY required for TCS foods(foods requiring refrigeration/freezer) BED&BREAKFAST CONTINENTAL BREAKFAST COTTAGE FOOD INDUSTRY(formerly residential kitchen) MOBILE FOOD FROZEN DAIRY DESSERT MACHINES ... (MONTHLY LAB ANALYSIS REQUIRED) CATERING ... (CATERING NOTICE REQUIRED BEFORE EVENT(SEE PAGE#2) *** SEASONAL,MOBILE & NEW FOOD ONLY*** REQUIRED TO CALL HEALTH DIV.FOR INSPECTION PRIOR TO PERMIT BEING ISSUED PLEASE CALL 508-862-4644 QAApphcation FonnsTOODAPP 2020.doc OWNER INFORMATION: 11\\,,�� OWE- � �q, \1r/ FULL NAME OF APPLICANT�A�tL\ Ca-� 1 \ o E- —S)W(,,WkAo, 1`e FICA\ SOLE OWNER: YES/NO D.O.B --- OWNER PHONE# ADDRESS ` ID L2J (l) 1 ks\Qs-� CORPORATE OWNER: //� n—n—ll �\\,,��,� ` CORPORATE ADDRESSA 1b L zah& \C,IOh� u t dty�\�>✓ C'l�T U�IU� PERSON IN CHARGE OF DAILY"OPERATIONS: �1JLJLJ� �� List(2) Certified Food Protection Managers AND at least(1)Allergen Awareness Certified Staff All FOOD ESTABLISHMENTS must have 1 Certified Food Protection Manager PER SHIFT. **ATTACH COPIES OF CERTIFICATES** The Health Div. will NOT use past years' records. You must provide new copies and POST THE CERTIFICATES at your food establishment. Certified Food Managers Expiration Date Allergen Awareness Expiration Date cAes \ o m x,, 1.�C�\a U))ak\0 a. am OW 0 anq SIG AT OF APPLICANT DATE ***FOOD POLICY INFORMATION*** SEASONAL FOOD SERVICE: All seasonal food establishments,including mobile trucks must be inspected by the Health Div. prior to opening!! Please call Health Div.at 508-862-4644 to schedule your inspection. Please call at least(7)days in advance. FROZEN DAIRY DESSERTS: Frozen desserts must be tested by a State Certified lab prior to opening and monthly thereafter, with sample results submitted to the Health Div. Failure to do so will result in the suspension or revocation of your Frozen Dessert Permit until the above terms are met. CATERING POLICY: Anyone who caters within the Town of Barnstable must notify theTown by fax or mail prior to catering event. You must complete a catering notice found at httv://www.townofbarnstable.us/healthdivision/applications.asy. OUTDOOR COOKING: Outdoor cooking,preparation,or display of any food product by a food establishment is prohibited. NOTICE: Permits run annually from January I st to Dec.3 V each calendar year. IT IS YOUR RESPONSIBILITY TO RETURN THE COMPLETED APPLICATIONS)AND REQUIRED FEES BY DEC 1st. Q:\Application FonnsTOODAPP REV3-2019.doc 4 + BOARD OF HEALTH Town of Barnstable John T.Norman Board of Health Donald A.Gaudagnoli,M.D. BARNSTABLK : Paul J.Canniff,D.M.D. 16596 200 Main Street, Hyannis, MA 02601 F.P. Thomas Lee Alternate a Phone: (508) 862-4644 Fax: (508)790-6304 www.townofbarnstable.us Permit to Operate a Food Establishment In accordance with regulations promulgated under authority of 105 CMR 590.000 M.G.L. Chapter 94 Sections 305A, 3056, 146, 189 and 189A; Chapter 111, Sections 5 and 127A, a permit is hereby granted to: Permit No: 210 Issue Date: 12/10/2019 DBA: OYSTER HARBORS CLUB, INC. - OWNER: OYSTER HARBOR CLUB, INC. Location of Establishment: 170 GRAND ISLAND DRIVE OSTERVILLE, MA 02655 Type of Business Permit: FOOD SERVICE Annual: YES Seasonal: IndoorSeating: 350 OutdoorSeating: 80 Total Seating: 430 FEES FOOD SERVICE ESTABLISHMENT: $300.00 YEAR. 2020 RETAIL FOOD: COTTAGE FOOD OPERATION: Permit Expires: 12/31/2020 B&B-FULL BREAKFAST: CONTINENTAL BREAKFAST: MOBILE-FOOD: MOBILE-ICE CREAM: G FROZEN DESSERT: Thomas A. McKean, RS, CHO, Health Agent TOBACCO SALES: FOR ESTABLISHMENTS WITH SEATING: PERMIT IS NOT VALID UNLESS ISSUED IN CONJUNCTION WITH A COMMON VICTUALER LICENSE Restrictions: For Office Use Only: Initials: '"E'°'a Town of Barnstable a , Date Paid BAMSTABLE). Inspectional Services �98' Check# �^ol�g oC�� 'b39 Public Health Division ` QED MAC s Thomas McKean, Director �( /�1 Y 200 Main Street,Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 J. APPLICATION FOR PERMIT TO OPERATE AFOOD ESTABLISHMENT DATE I, 5-t�i NEW OWNERSHIP RENEWAL,/ NAME OF FOOD ESTABLISHMENT: M�tEz' ADDRESS OF FOOD ESTABLISHMENT: IU Lm`1��1\� , 1 You �C.� V C i Vt J `�J11�� i►�-t UnJI� � MAILING ADDRESS(IF DIFFERENT FROM ABOVE): E-MAIL ADDRESS: ��� U"����„L V�A�J���\�� •dJL� TELEPHONE NUMBER OF FOOD ESTABLISHMENT: � � ��� TOTAL NUMBER OF BATHROOMS: U WELL WATER: YES NO V/.. (ANNUAL WATER ANALYSIS REQUIRED) ANNUAL: SEASONAL: Z DATES OF OPERATION /3rI'OG/3/1) NUMBER OF SEATS: INSIDE:531 `D OUTSIDE: 'D D TOTAL: _ 3 SEATING: MUST OBTAIN A COMMON VICTUALLER'S LICENSE FROM LICENSING DIV. ***OUTSIDE DINING REMINDER*** OUTSIDE DINING MUST BE APPROVED BY THE HEALTH DIV.AND LICENSING,AND MEET OUTSIDE DINING REQUIREMENTS. (� IS WAIT STAFF PROVIDED FOR OUTSIDE DINING?9n IS AN AIR CURTAIN PROVIDED AT WAITSTAFF SERVICE DOOR(S)? TYP + OF ESTABLISHMENT: (PLEASE CHECK ALL THAT APPLY BELOW) FOOD SERVICE RETAIL FOOD-ONLY required for TCS foods(foods requiring refrigeration/freezer) BED&BREAKFAST CONTINENTAL BREAKFAST COTTAGE FOOD INDUSTRY(formerly residential kitchen) MOBILE FOOD FROZEN DAIRY DESSERT MACHINES ... (MONTHLY LAB ANALYSIS REQUIRED) CATERING ... (CATERING NOTICE REQUIRED BEFORE EVENT(SEE PAGE#2) *** SEASONAL,MOBILE & NEW FOOD ONLY*** REQUIRED TO CALL HEALTH DIV.FOR INSPECTION PRIOR TO PERMIT BEING ISSUED PLEASE CALL 508-862-4644 ~ QAApplication FormsTOODAPF 2020.doc OWNER INFORMATION: \ 1 (�-.� FULL NAME OF APPLICANT N� Akt ��(,Q S �,V� I�LJlJL9 SOLE OWNER: YES/NO D.O.B \�h OWNER PHON/E�#A, ' // 1(� r� ADDRESS � IE ) dJI��"/lL.�,b�!C'r� ����1� �� cyjJ J� CORPORATE OWNER: l (� r �/� ,� f ��, CORPORATE ADDRESS: t llrl v � v� \,1�� ���.lL, PERSON IN CHARGE OF DAILY OPERATIONS: List (2) Certified Food Protection Managers AND at least(1)Allergen Awareness Certified Staff All FOOD ESTABLISHMENTS must have 1 Certified Food Protection Manager PER SHIFT. **ATTACH COPIES OF CERTIFICATES** The Health Div. will NOT use past years' records.You must provide new copies and POST THE CERTIFICATES at your food establishment. Certified Food Managers Expiration Date Allergen Awareness Expiration Date 1.V�arz� Lan& 1 /M 111. I V-� aD QM1 �® SIGNAT O'bPPLICANT DATE ***FOOD POLICY INFORMATION*** SEASONAL FOOD SERVICE: All seasonal food establishments,including mobile trucks must be inspected by the Health Div. prior to ovenine!! Please call Health Div.at 508-862-4644 to schedule your inspection. Please call at least(7)days in advance. FROZEN DAIRY DESSERTS: Frozen desserts must be tested by a State Certified lab prior to opening and monthly thereafter, with sample results submitted to the Health Div. Failure to do so will result in the suspension or revocation of your Frozen Dessert Permit until the above terms are met. CATERING POLICY: Anyone who caters within the Town of Barnstable must notify theTown by fax or mail prior to catering event. You must complete a catering notice found at http://www.townofbarnstable.us/heaIthdivision/appIications.asp. OUTDOOR COOKING: Outdoor cooking,preparation,or display of any food product by a food establishment is prohibited. NOTICE: Permits run annually from January 1st to Dec.31s1 each calendar year. IT IS YOUR RESPONSIBILITY TO RETURN THE COMPLETED APPLICATION(S)AND REQUIRED FEES BY DEC 1st. Q:Wpplication FormsTOODAPP REV3-2019.doc BOARD OF HEALTH Town of Barnstable Paul J Canniff,D.M.D. Board of Health Donald A.Gaudagnoli,M.D. 6A3ih3TAiS1L John T.Norman 7 A&'�"�$� F.P. Lee Alternate 7 . 200 Main Street, Hyannis, MA 02601 Thomas �rFar ° Phone: (508) 862-4644 Fax: (508)790-6304 www.townofbarnstablems Permit to Operate a Food Establishment In accordance with regulations promulgated under authority of 105 CMR 590.000 M.G.L. Chapter 94 Sections 305A, 305B, 146, 189 and 189A; Chapter 111, Sections 5 and 127A, a permit is hereby granted to: Permit No: 210 Issue Date: 12/20/18 DBA: OYSTER HARBORS CLUB, INC. OWNER: OYSTER HARBOR CLUB, INC. Location of Establishment: 170 GRAND ISLAND DRIVE OSTERVILLE MA 02655 Type of Business Permit: FOOD SERVICE Annual: YES Seasonal: IndoorSeating: 350 OutdoorSeating: 80 Total Seating: 430 FEES FOOD SERVICE ESTABLISHMENT: $300.00 YEAR: 2019 RETAIL FOOD: COTTAGE FOOD OPERATION: Permit Expires: 12/31/2019 B&B-FULL BREAKFAST: CONTINENTAL BREAKFAST: - -- - - MOBILE- FOOD: MOBILE-ICE CREAM: a� FROZEN DESSERT: Thomas A. McKean, RS, CHO, Health Agent TOBACCO SALES: FOR ESTABLISHMENTS WITH SEATING: i PERMIT IS NOT VALID UNLESS ISSUED IN CONJUNCTION WITH A COMMON VICTUALER LICENSE I Restrictions: /06/2018 22:33 FAX [A001/001 ��"" J,�jI� �� � 1V 1• 1N' For on! 11 Initials: x Town of Barnstable Inspectional Services 4 MR9 Amtu$ C Public Health Division l' Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Offs= 508-862-4644 F= 508-790-6304 APPLICATION FOR PERMIT TO OPERATE A,FOOD ESTABLISHMENT DATE Z' r 7 NEW OWNERSHIP RENEWAL NAME OF FOOD ESTABLISHMENT: ADDRESS OF FOOD ESTABLISHMENT: 1-7 D ��MLLjL M� MAILING ADDRESS(IF DIFFERENT FROM AROVE): E-MAIL ADDRESS: J0?A M 0,4 p +tr TELEPHONE NUMBER OF FOOD ESTABLISHMENT: TOTAL NUMBER OF BATHROOMS: (D WELL WATER:YES NO :/ ... (ANNUAL WATER ANALYSIS REQUIRED) ANNUAL: SEASONAL: DATES OF OPERATION:SJ 1 F/j5 TO I� C S/ NUMBER OF SEATS: INSIDE: -6 D OUTSIDE: C7 TOTAL: XD SEATING: MUST OBTAIN A COMMON VICTUALLER'S LICENSE FROM LICENSING DIV. 'OUTSIDE REUNG REMINDER*** OUTSIDE DING.MUST 11E APPROVED BY THE HEALTH DN.AND LWANSING,AND MEET OUTSIDE DINlyp REQUIREMENTS. IS WAIT STAFF PROVIDED FOR OUTSIDE DINING? IS AN AIR CURTAIN PROVIDED AT WAITSTAFF SERVICE DOOR(S)? � TYPE OF ESTABLISHMENT: (PLEASE CHECK ALL THAT APPLY BELOW) V/FOOD SERVICE RETAEL FOOD-ONLY required for TCS foods(foods requiring rotMgeration/freezer) BED&BREAKFAST ,r _CONTINENTAL BREAKFAST COTTAGE FOOD INDUSTRY(formerly residential,kitchen) MOBILE FOOD FROZEN DAIRY DESSERT MACHINES...(MONTHLY LAB ANALYSIS REQUIRED) CATERING...(CATERING NOTICE REQUIRED BEFORE EVENT(SEE PAGE#2) TOBACCO SALES...(ANNUAL TOBACCO SALES APPLICATION REQUIRED) *** SEASONAL.MOB[LE&NEW FOOD ONLY*** REQUIR&D TO CALL HFALTH DIV,FOR INSPECTION PRIOR TO PERMIT BEING ISSUED QAApplicadm FonmtF00DAFMEV2018Aw r f TIME Initials: o� Town of Barnstable Date Paid lot 1wAmt Pd$(3n— > MARK Y Inspectional Services 9`b'r1630�' Check# Public Health Division Thomas McKean, Director Lct�� 200 Main Sheet,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 1APPLICATION FOR PERMIT TO OPERATE A FOOD ESTABLISHMENT DATE ' 1 NEW OWNERSHIP RENEWAL NAME OF FOOD ESTABLISHMENT: b 1� G2,P�Slb tiSLAnr) 2-a,�l� ADDRESS OF FOOD ESTABLISHMENT: t!&&t E?,\,t >�{� C`a_,Ai5 MAILING ADDRESS(IF DIFFERENT FROM ABOVE): E-MAIL ADDRESS: (` �M'F1�1 TELEPHONE NUMBER OF FOOD ESTABLISHMENT: TOTAL NUMBER OF BATHROOMS: WELL WATER: YES NO ✓ ... (ANNUAL WATER ANALYSIS REQUIRED) ANNUAL: SEASONAL: DATES OF OPERATION: / 5/11TO / / NUMBER OF SEATS: O S INSIDE• OUTSIDE:��TOTAL: O SEATING: MUST OBTAIN A COMMON VICTUALLER'S LICENSE FROM LICENSING DIV. ***OUTSIDE DINING REMINDER*** OUTSIDE DINING,MUST BE APPROVED BY THE HEALTH DIV.AND LICENSING,AND MEET OUTSIDE DINING REQUIREMENTS. IS WAIT STAFF PROVIDED FOR OUTSIDE DINING? CG IS AN AIR CURTAIN PROVIDED AT WAITSTAFF SERVICE DOOR(S)? TYPE OF ESTABLISHMENT: (PLEASE CHECK ALL THAT APPLY BELOW) FOOD SERVICE RETAIL FOOD-ONLY required for TCS foods(foods requiring refrigeration/freezer) BED&BREAKFAST CONTINENTAL BREAKFAST COTTAGE FOOD INDUSTRY(formerly residential kitchen) MOBILE FOOD FROZEN DAIRY DESSERT MACHINES ... (MONTHLY LAB ANALYSIS REQUIRED) CATERING... (CATERING NOTICE REQUIRED BEFORE EVENT(SEE PAGE#2) TOBACCO SALES ... (ANNUAL TOBACCO SALES APPLICATION REQUIRED) *** SEASONAL, MOBILE & NEW FOOD ONLY*** REQUIRED TO CALL HEALTH DIV.FOR INSPECTION PRIOR TO PERMIT BEING ISSUED 11AApp1ication Fo.,\F00DAPPREV2118.1oc PLEASE CALL 508-862-4644 OWNER INFORMATION: FULL NAME OF APPLICANT Q SOLE OWNER: YES/NO D.O.B OWNER PHONE #50 ADDRESS 1lJ Q��� CORPORATE OWNER: FEDERAL ID NO. : O�A ^7) CORPORATE ADDRESS: Guy)L is\fly D.ayCr, `Jib,' u �C �-A PERSON IN CHARGE OF DAILY OPERATIONS: List (2) Certified Food Protection Managers AND at least (1)Allergen Awareness Certified Staff All FOOD ESTABLISHMENTS must have 1 Certified Food Protection Manager PER SHIFT. **ATTACH COPIES OF CERTIFICATES** The Health Div. will NOT use past years' records. You must provide new copies and POST THE CERTIFICATES at your food establishment. Certified Food Managers Expiration Date Allergen Awareness Expiration Date JL ) 4-0 /Q9 2. 10 /k A 2/ /1-5 SIGNA OF LICANT DATE ***FOOD POLICY INFORMATION*** SEASONAL FOOD SERVICE: All seasonal food establishments,including mobile trucks must be inspected by the Health Div. prior to opening!! Please call Health Div. at 508-862-4644 to schedule your inspection. Please call at least(7)days in advance. FROZEN DAIRY DESSERTS: Frozen desserts must be tested by a State Certified lab prior to opening and monthly thereafter, with sample results submitted to the Health Div. Failure to do so will result in the suspension or revocation of your Frozen Dessert Permit until the above terms are met. CATERING POLICY: Anyone who caters within the Town of Barnstable must notify theTown by fax or mail prior to catering event. You must complete a catering notice found at http://www.townofbarnstable.us/healthdivision/applications.as]). OUTDOOR COOKING: Outdoor cooking,preparation,or display of any food product by a food establishment is prohibited. TOBACCO ESTABLISHMENTS: All tobacco establishments must complete an Application for Tobacco Sales Permit and Employee Signature Form. NOTICE: Permits run annually from January 1st to Dec.3 1"each calendar year. IT IS YOUR RESPONSIBILITY TO RETURN THE COMPLETED APPLICATION(S)AND REQUIRED FEES BY DEC 1 st. QAApphcation FormsTOODAPPREV2018.doc l oFI"He r TOWN OF BARNSTABLE HEALTH INSPECTOR'S Establishment Name: Date: Page: Of r OFFICE HOURS PUBLIC HEALTH DIVISION 8:00-9:30 A.M. BARNSTABLE. ` 200 MAIN STREET 3:30-4:30 P.M. Item Code C-Critical Item DESCRIPTION OF VIOLATION/PLAN OF CORRECTION Date Verified 9 MASS'9. `0$ - HYANNIS, MA 02601 MON.-FRI. No Reference R-Red Item PLEASE PRINT CLEARLY �Prtn eA 508-862-4644 FOOD ESTABLISHMENT INSPECTION REPORT Name b Date �� Tvue of Inspection 'p Rou' Address Risk Food Servi Re-inspection Level Previous Inspection L �� Telephone Residential Kitchen Date: Mobile Pre-operation j Owner HACCP Y/N Temporary Suspect Illness V�C '� Caterer General Complaint X"d ki-&, Person in Charge(PIC) Time Bed&Breakfast HACCP i p.�1 i d�JL/tr �- In: 1t + t® Other f Inspector Out:.,v.3 4 0 ►11.r✓Ste" C°.�t,2P.� /�t.C�'o.,1/� I�i-r' 3 Each violation checked equires an explanation on the narrative page(s)and a citation of specific provision(s)violated. 14ZLzegr Violations Related to Foodborne Illness Interventions and Risk Factors Red Items �-- ( ) Anti-Choking 590.009(E) ❑ Violations marked may pose an imminent health hazard and require immediate corrective Tobacco 590.009(F) ❑ �✓Action �, L✓GQ2_..G�1� - as determined by the Board of Health. Allergen Awareness 590.009(G) FOOD PROTECTION MANAGEMENT ❑ 12.Prevention of Contamination from Hands �S ✓ JA ❑ 1.PIC Assigned/Knowledgeable/Duties ❑ 13.Handwash Facilities / •1L L EMPLOYEE HEALTH PROTECTION FROM CHEMICALS O✓ �t 7 --� S��fG nL %+'( ❑ 2.Reporting of Diseases by Food Employees and PIC ❑ 14.Approved Food or Color Additives ❑ 3.Personnel with Infectious Restricted/Excluded ❑ 15. Toxic Chemicals ZA^- - FOOD FROM APPROVED SOURCE TIME/TEMPERATURE CONTROLS(Potentially Hazardous Foods) /1 ❑4.Food and Water from Approved Source ❑ 16.Cooking Temperatures 1AAA ?,I ❑ 5.Receiving/Condition ❑ 17.Reheating ❑6.Tags/Records/Accuracy of Ingredient Statements ❑ 18.Cooling ❑ 7.Conformance with Approved Procedures/HACCP Plans ❑ 19.Hot and Cold Holding Z 20.Time As a Public Health Control PROTECTION FROM CONTAMINATION ❑ �f ❑8. paration/Segregation/Protection REQUIREMENTS FOR HIGHLY SUSCEPTIBLE POPULATIONS(HSP) 9.Food Contact Surfaces Cleaning and Sanitizing ❑ 21.Food and Food Preparation for HSP t A r ❑ 10.Proper Adequate Handwashing CONSUMER ADVISORY ❑ 11.Good Hygienic Practices ❑ 22.Posting of Consumer Advisories LO Violations Related to Good Retail Practices(Blue Items) Total Number of Critical Violations iQ� t Ct Critical(C)violations marked must be corrected immediately. (blue&red items) Corrective Action Required: Y ❑ No ❑ Yes Non-critical(N)violations must be corrected immediately or W I� l within 90 days as determined by the Board of Health. Overall RatingVoluntary Com ❑ ry Compliance p ❑ Employee Restriction/Exclusion ❑ Re-inspection Scheduled ❑ Emergency Suspension C N Official Order for Correction:Based on an inspection today,the items checked indicate violations of 105 CMR 590.000/Federal Food Code. ❑ Embargo ❑ Emergency Closure ❑ Voluntary Disposal ❑ Other: 23.Management and Personnel (FC-2)(590.003) This report,when signed below by a Board of Health member or its agent A=Zero critical violations and no more than 3 non-critical violations. F=3 or more critical violations.9 or more non-critical violations, 24.Food and Food Preparation (FC-3)(590.004) constitutes an order of the Board of Health. Failure to correct violations B=One critical violation and less than 4 non-critical violations regardless of the number of critical,results in an F. 25.Equipment and Utensils (FC-4)(590.005) cited in this report may result in suspension or revocation of the food 26.Water,Plumbing and Waste (FC-5)(590.006) establishment permit and cessation of food establishment operations. If if no critical violations observed,4 to 6von-critical violations=B. Seriously Critical Violation=F is scored automatically if: no hot 27.Physical Facility (FC-6)(590.007) aggrieved by this order,you have a right to a hearing. Your request must C=2 critical violations and less than 9 non-critical. If no critical water,sewage back-up,infestation of rodents or insects,or lack of ( )( ) be in writing and submitted to the Board of Health at the above address violations observed,7 to 8 non-critical violations. If 1 critical refrigeration. 28.Poisonous or Toxic Materials FC-7 590.008 g = 29.Special Requirements (590.009) within 10 days of receipt of this order. violation,4 to 8non-critical violations C. 30.Other DATE OF RE-INSPECTION: Inspector' ture Print: 31.Dumpster screened from public view / Permit Posted? ✓Y N Grease Trap Previous Pumping Date Grease Rendered Y N #Seats Observed Frozen Dessert Machines: Outside Dining Y N PIC's Signatur Print: Self Service Wait Service Provided Grease Trap Size Variance Letter Posted Y N Dumpster Screen? Y N Violations related to Foodborne Illness Violations Related to Foodborne Illness Interventions Interventions and Risk Factors(Red Items 1-22) and Risk Factors(Red Items 1-22) (Cont.) ► " FOOD PROTECTION MANAGEMENT PROTECTION FROM CONTAMINATION PROTECTION FROM CHEMICALS 3-501.14(C) PHFs Received at Temperatures According to 1 590.003(A) I Assignment of Responsibility* 8 Cross-contamination 14 Food or Color Additives Law Cooled to 41°F/45°F Within 4 Hours* 590.003(B) Demonstration of Knowledge* 3-302.11(A)(1) Raw Animal Foods Separated from 3-202.12.'. Additives* 3-501.15 Cooling Methods for PHFs Cooked and RTE Foods.* - * 19 PHF Hot and Cold Holding - - 2-103.11 Person-in-Charge Duties 3-302.14 Protection from Unapproved Additives - Contamination from Raw Ingredients 15 Poisonous or Toxic Substances 3-501.16(B) Cold PHFs Maintained At or Below 41°F/45°F EMPLOYEE HEALTH 3-302.11(A)(2) Raw Animal Foods Separated from Each 7-101.11 Identifying Information-Original Containers* 590.004(F)- 590.003(C) Responsibility of the Person-in-Charge to 7-102.11 Common Name-Working Containers* Other* 3-501.16(A) Hot PHFs Maintained At or Above 140°F* 2 i Require Reporting by Food Employees and Contamination from the Environment 3-501.16(A) Roasts Held At or Above 130°F* * 7-201.11 Separation-Storage* Applicants 3-302.11(A) Food Protection* 20 Time as a Public Health Control 7-202.11 Restriction-Presence and Use* 590.003(F) Responsibility of A Food Employee or An _ 3-302.15 Washing Fruits and Vegetables 3-501.19 Time as a Public Health Control* Applicant To Report To The Person In Charge* * 7.202.12 Conditions of Use* 590.004 I1 Variance Requirements 3-304.11 Food Contact with Equipment and Utensils * ( ) 9 590.003(G) Reporting by Person in Charge* _ 7-203.11 Toxic Containers-Prohibitions Contamination from the Consumer 3 590.003(D) Exclusions and Restrictions* 7-204.11 Sanitizers,Criteria-Chemicals* REQUIREMENTS FOR 3-306.14(A)(B)Returned Food and Reservice of Food* 7-204.12 Chemicals for WashingProduce,Criteria* HIGHLY SUSCEPTIBLE POPULATIONS HSP �590.003(E) Removal of Exclusions and Restrictions Disposition of Adulterated or Contaminated � � - Food 7.204.14 Drying Agents,Criteria* 21 3-801.11(A) Unpasteurized Pre=Packaged Juices and FOOD FROM APPROVED SOURCE 3-701.11 Discarding or Reconditioning Unsafe Food* 7-205.11 Incidental Food Contact,Lubricants* Beverages with Warning Labels* -- 4 Food and Water From Regulated Sources g Food Contact Surfaces 7-206.11 Restricted Use Pesticides,Criteria* 3-801.1103) Use of Pasteurized Eggs* 590.004(A-B) Compliance with Food Law* * 3-801.11(D) Raw or Partially Cooked Animal Food and - - 4-501.111 Manual Wazewashing-Ho[Water 7.206.12 Roden[Bait Stations 3-201.12 Food in a HermeticallySealed Container* Sanitization Temperatures* Raw Seed Sprouts Not Served* P 7-206.13 Tracking Powders,Pest Control and 3-201.13 Fluid Milk and Milk Products* 4-501.112 Mechanical Wazewashing-Hot Water Monitoring* 3-801.11(C) Unopened Food Package Not Re-Served* 3-202.13 Shell Eggs*- Sanitization Temperatures* TIMEITEMPERATURE CONTROLS 3-202.14 Eggs and Milk Products,Pasteurized* 4-501.114 Chemical Sanitization-Temp.,pH. 16 Proper Cooking Temperatures for PHFs - CONSUMER ADVISORY 3-202.16 Ice Made From Potable Drinking Water* Concentration and Hardness* 3-401.11A(1)(2) Eggs-155°F 15 sec 22 3-603.11 Consumer Advisory Posted for Consumption of 4-601.11(A) Clean Utensils and Food Contact Surfaces of Equipment Eggs-Immediate Service 145°F 15 sec* Animal Foods That are Raw,Undercooked or 5-101.11. Drinking Water from.an Approved System* * gg Not Otherwise Processed to Eliminate 590.006(A) Bottled Drinking Water* 3-401.11(A)(2) Comminuted Fish,Meats&Game Pathogens* Ef criw 11112001 4-602.11 Cleaning Frequency of Utensils and Food 590.006(B) Water Meets Standards in 310 CMR 22.0* Contact Surfaces of Equipment* Animals-155°F 15 sec* 3-302.13 Pasteurized Eggs Substitute for Raw Shell Shellfish and Fish From an Approved Source _ - - 3-401.11(B)(1)(2) Pork and Beef Roast-130°F 121 min* Eggs* 4-702.11 Frequency of Sanitization of Utensils and Food 3-401.11(A)(2) I Ratites,Injected Meats-155°F 15 sec* 3-201.14 Fish and Recreationally Caught Molluscan Contact Surfaces of Equipment* Shellfish* 3-401.11(A)(3) Poultry,Wild Game,Stuffed PHFs SPECIAL REQUIREMENTS 4-703.11 Methods of Sanitization-Hot Water and Stuffing Containing Fish,Meat,Poultry or 590.009(A)-(D) Violations of Section 590.009(A)-(D)in cater- 3-201.15 Molluscan Shellfish from_NSSP Listed Chemical* Ratites-165°F 15 sec* Sources* ing,mobile food,temporary and residential 10 Proper,Adequate Handwashing 3-401.11(C)(3) Whole-muscle,Intact Beef Steaks 145°F* kitchen operations should be debited under Game and Wild Mushrooms Approved By P2401.11 Clean Condition-Hands and Arms* Regulatory Authority 3-401.12 Raw Animal Foods Cooked in a Microwave the appropriate sections above if related to 3-202.18 Shellstock Identification Present* Cleaning Procedure* 165°F* foodbome illness interventions and risk factors. * When to Wash* 3-401.11 A 1 6 All Other PHFs-145°F 15 sec* Other 590.009 violations relating to good retail 590.004(C) Wild Mushrooms ( )( )( ) 3-201.17 Game Animals* 11Good Hygienic Practices 17 Reheating for Hot Holding practices should be debited under#29-Special Eatin Drinkin or Usin Tobacco* * Requirements. $ Receiving/Conditiong, g g 3-403.11(A)&(D) PHFs 165°F 15 sec3-202.11 PHF's Received at Proper Temperatures* . Discharges From the Eyes,Nose and Mouth* 3-403.11(B) Microwave-165°F 2 Minute Standing Time* VIOLATIONS RELATED TO GOOD RETAIL PRACTICES * 3-301.12 Preventing Contamination When Tasting* 3-403.11 C * (Blue Items 23-30) 3-202.15 Package Integrity ( ) Commercially Processed RTE Food-140°F Critical and non-critical violations,which do not relate to the foodborne 3-101.11 Food Safe and Unadulterated* 12 Prevention of Contamination from Hands 3-403.11(E) Remaining Unsliced Portions of Beef Roasts* illness interventions and risk factors listed above,can be found in the 6 Tags/Records:Shellstock 590.004(E) Preventing Contamination from Employees* 18 Proper Cooling of PHFs following sections of the Food Code and 105 CMR 590.000 13 Handwashing Facilities 3-202.18 Shellstock Identification* 3-501.14(A) Cooling Cooked PHFs from 140°F to 70°F * Conveniently Located and Accessible Within 2 Hours and From 70°F to 41°F/45°F Item Good Retail Practices FC 590.000 3-203.12 Shellstock Identification Maintained Within 4 Hours* 23. Management and Personnel FC-2 .003 Tags/Records:Fish Products 5-203.11 Numbers and Capacities* * 5-204.11 Location and Placement* 3-501.14(B) Cooling PHFs Made from Ambient 24. Food and Food Protection FC-3 .004 3-402.11 Parasite Destruction Temperature Ingredients to 41°F/45°F 25. Equipment and Utensils FC-4 .005 3-402.12 Records,Creation and Retention* 5-205.11 Accessibility,Operation and Maintenance Within 4 Hours* 26. Water,Plumbing and Waste FC-5 .006 590.004(J) Labeling of Ingredients` Supplied with Soap and hand Drying Devices 27. Physical Facility FC-6 .007 7 Conformance with Approved Procedures/ 6-301.11 Handwashing Cleanser,Availability 28. 1 Poisonous or Toxic Materials FC-7 .008 HACCP Plans 6-301.12 Hand Drying Provision 29. Special Requirements 1.009 3-502.11 Specialized Processing Methods* 130. 1 Other 3-502.12 Reduced-Oxygen Packaging Criteria* 8-103.12 Conformance with Approved Procedures* S:590Formback6-2doc *Denotes critical item in the federal 1999 Food Code or 105 CMR 590.000. *Denotes critical item in the federal 1999 Food Code or 105 CMR 590.000. oFIKE TOWN OF BARNSTABLE HEALTH INSPECTOR'S Establishment Name: Date: Page: Z of ~o OFFICE HOURS PUBLIC HEALTH DIVISION 8:00-9:30A.M. BARNSTABLE. ` 200 MAIN STREET 3:30-4:30 P.M. Item Code C-Critical Item DESCRIPTION OF VIOLATION/PLAN OF CORRECTION Date Verified � .639.. ^0$ HYANNIS, MA 02601 MON.-FRI. No Reference R-Red Item PLEASE PRINT CLEARLY c grFo MPS 508-862-4644 - ' FOOD ESTABLISHMENT INSPECTION REPORT ( ` Name �� Date O ) Tyne of Typopf Ins ection b / r s Address Risk od Sem e-inspection e Level Retail Previous Inspection Telephone Residential Kitchen Date: Mobile Pre-operation Owner HACCP Y/N Temporary - Suspect Illness Caterer General Complaint Person in Charge(PIC) Time Bed&Breakfast HACCP i9 ^ In: Other ^ Inspector VP Out: 6G z X C Each violation checked requires an explanation on the narrative page(s)and a citation of specific provision(s)violated. Violations Related to Foodborne Illness Interventions and Risk Factors(Red Items) Anti-Choking 590.009(E) ❑ Violations marked may pose an imminent health hazard and require immediate corrective Tobacco 590.009(F) ❑ Action as determined by the Board of Health. Allergen Awareness 590.009(G) ❑ FOOD PROTECTION MANAGEMENT ❑ 12.Prevention of Contamination from Hands ❑ 1.PIC Assigned/Knowledgeable/Duties ❑ 13.Handwash Facilities EMPLOYEE HEALTH PROTECTION FROM CHEMICALS ❑ 2.Reporting of Diseases by Food Employees and PIC ❑ 14.Approved Food or Color Additives J ❑ 3.Personnel with Infectious Restricted/Excluded ❑ 15. Toxic Chemicals ^ , L FOOD FROM APPROVED SOURCE TIME/TEMPERATURE CONTROLS(Potentially Hazardous Foods) ❑4.Food and Water from Approved Source ❑ 16.Cooking Temperatures ❑ 5.Receiving/Condition ❑ 17.Reheating (ri. 4- ❑ 6.Tags/Records/Accuracy of Ingredient Statements ❑ 18.Cooling❑ 7.Conformance with Approved Procedures/HACCP Plans ❑ 19.Hot and Cold Holding � A � },,, '/ PROTECTION FROM CONTAMINATION ❑ , 20.Time As a Public Health Control W•1> 'I Y� bk ❑ 8.Separation/Segregation/Protection REQUIREMENTS FOR HIGHLY SUSCEPTIBLE POPULATIONS(HSP) ❑ 9.Food Contact Surfaces Cleaning and Sanitizing ❑ 21.Food and Food Preparation for HSP ❑ 10.Proper Adequate Handwashing CONSUMER ADVISORY W ❑ 11.Good Hygienic Practices ❑ 22.Posting of Consumer Advisories Violations Related to Good Retail Practices(Blue Items) Total Number of Critical Violations lJL Critical(C)violations marked must be corrected immediately. (blue&red items) Corrective Action Required: ❑ No ❑ Yes Non-critical(N)violations must be corrected immediately or ��' within 90 days as determined by the Board of Health. Overall Rating Com ❑ Voluntary Compliance ❑ Employee.Restriction/Exclusion ❑ Re-inspection Scheduled ❑ Emergency Suspension C N Official Order for Correction: Based on an inspection today,the items checked indicate violations of 105 CMR 590.000/Federal Food Code. ❑ Embargo ❑ Emergency Closure ❑ Voluntary Disposal ❑ Other: 23.Management and Personnel (FC-2)(590.003) This report,when signed below by a Board of Health member or its agent A=Zero critical violations and no more than 3 non-critical violations. F=3 or more critical violations.9 or more ndn-critical violations, 24.Food and Food Preparation (FC-3)(590.004) constitutes an order of the Board of Health. Failure to correct violations 25.Equipment and Utensils (FC 4)(590.005) cited in this report may result in suspension or revocation of the food regardless of the number of critical,results in an F. 6=One critical violation and less than 4 non-critical violations 9 if no critical violations observed,4 to 6 non-critical violations=B. 26.Water,Plumbing and Waste (FC-5)(590.006) establishment permit and cessation of food establishment operations. If Seriously Critical Violation=F is scored automatically it: no hot 27.Physical Facility (FC-6)(590.007) aggrieved by this order,you have a right to a hearing. Your request must C=2 critical violations and less than 9 non-critical. If no critical water,sewage back-up,infestation of rodents or insects,or lack of 28.Poisonous or Toxic Materials (FC-7)(590.008) be in writing and submitted to the Board of Health at the above address violations observed,7 to 8 non-critical violations. If 1 critical refrigeration. 29.Special Requirements within 10 days of receipt of this order. violation,4 to 8 non-critical violations=C. q (590.009) 30.Other DATE OF RE Inspector's Signature Print: -INSPECTION: 31.Dumpster screened from public view _- i Permit Posted? Y N Grease Trap Previous Pumping Date Grease Rendered Y N #Seats Observed Frozen Dessert Machines: Outside Dining Y N PIC's Signature Print: Self Service Wait Service Provided Grease Trap Size Variance Letter Posted Y N Dumpster Screen? Y N Violations related to Foodborne Illness Vtflations Related to Foodborne Illness Interventions Interventions and Risk Factors(Red Items 1-22) t.and Risk Factors(Red Items 1-22) (Cont.) , FOOD PROTECTIO_N MANAGEMENT PROTECTION FROM CONTAMINATION PROTECTION FROM CHEMICALS 3-501.14(C) PHFs Received at Temperatures According to 1 590.003(A) Assignment of Responsibility* 8 Cross-contamination 14._ Food or Color Additives Law Cooled to 41°F/45°F Within 4 Hours* 590.003(B) Demonstration of Knowledge* 3-302.11(A)(1) Raw Animal Foods Separated from 3-202I2 - Additives* 3-501.15 Cooling Methods for PHFs Cooked and RTE Foods.* * 19 PHF Hot and Cold Holding- _ 2-103.11 Person-in-Charge Duties - 3-302.14 Protection from Unapproved Additives Contamination from Raw Ingredients 15 Poisonous or Toxic Substances 3-501.16(B) Cold PHFs Maintained At or Below 41°F/45°F 590.004(F) Other* 3-501.16(A) Hot PHFs Maintained At or Above 140'F* P g EMPLOYEE HEALTH � 3-302.11(A)(2) Raw Animal Foods Separated from Each 7-101.11 Identifying Information-Original Containers* _2 590.003(C) _ Responsibility of the Person-in-Charge to -- - - - - 7-102.11 Common Name-Working Containers* Require Reporting by Food Employees and Contamination from the Environment 3-501.16(A) Roasts Held At or Above 130°F* 7-201.11 Separation-Storage* Applicants* - 3-30E.11(A)- Food Protection* -0 Time as a Public Health Control 590.003(F) i Responsibility of A Food Employee or An 3-3 7-202.11 Restriction-Presence and Use*02.15.- - _ Washing Fruits and Vegetables 3-501.19 Time as a Public Health Control* Applicant To Report To The Person In Charge* * 7.202.12 Conditions of Use* 590.004 11 Variance Requirements 590.003(G) Reporting by Person in Charge* 3-304.11 Food Contact with Equipment and Utensils 7-203.11 Toxic Containers-Prohibitions* ( ) q _ _. _ _ Contamination from the Consumer 3 590.003(D) Exclusions and Restrictions* 7-204.11 Sanitizers,Criteria-Chemicals* REQUIREMENTS FOR 3-306.14(A)(B)Returned Food and AdulteReserrated or of Food* 7-204.12 Chemicals for WashingProduce,Criteria* HIGHLY SUSCEPTIBLE POPULATIONS HSP 590.003(E) Removal of Exclusions and Restrictions Disposition ofAdulterated or Contaminated � ) -- - Food. 7.204.14 Drying Agents,Criteria* 21 3-801.11(A) Unpasteurized Pre-Packaged Juices and FOOD FROM APPROVED SOURCE 3-701.11 Discarding or Reconditioning Unsafe Food* 7-205.11 Incidental Food Contact,Lubricants* Beverages with Warning Labels* q Food and Water From Regulated Sources 9 Food Contact Surfaces 7-206.11 Restricted Use Pesticides,Criteria* 3-801.11(B) Use of Pasteurized Eggs* 590.004 A-B Compliance with Food Law* * 3-801.11(D) Raw or Partially Cooked Animal Food and ( - ) P 4-501.111 - Manual Warewashing-Hot Water --- 7.206.12 Rodent Bait Stations 3-201.12 Food in a HermeticallySealed Container* Sanitization Temperatures* Raw Seed Sprouts Not Served* P 7-206.13 Tracking Powders,Pest Control and 3-201.13 Fluid Milk and Milk Products* - - ' 4-501.112 Mechanical Warewashing-Hot Water I jMonitoring* 3-801.11(C) Unopened Food Package Not Re-Served* 3-202.13 Shell Eggs* Sanitization Temperatures* TIME/TEMPERATURE CONTROLS 3-202.14 1 Eggs and Milk Products,Pasteurized* 4-501.114 Chemical Sanitization-Temp.,pH. Proper Cooking Temperatures for PHFs - CONSUMER ADVISORY 3-202.16 Ice Made From Potable Drinking Water* Concentration and Hardness* 163-401.11A(1)(2) Eggs-155°F 15 sec 22 3-603.11 Consumer Advisory Posted for Consumption of 4-601.11(A) Clean Utensils and Food Contact Surfaces of Eggs-Immediate Service 145°F 15 sec* Animal Foods That are Raw,Undercooked or 5-101.11. Drinking Water from an Approved System* _ - . Equipment* gg Not Otherwise Processed to Eliminate 590.006(A) Bottled Drinking Water* 3-401.11(A)(2) Comminuted Fish,Meats&Game Pathogens* e//cri-riuzoor 4-602.11 Cleaning Frequency of Utensils and Food Animals-155°F 15 sec* 590.006(B) Water Meets Standards in 310 CMR 22.0* Contact Surfaces of Equipment* 3-302.13 Pasteurized Eggs Substitute for Raw Shell Shellfish and Fish From an Approved Source 3-401.11(B)(1)(2) Pork and Beef Roast-130°F 121 min* Eggs* 4-702.11 ' Frequency of Sanitization of Utensils and Food 3-401.11(A)(2) Ratites,Injected Meats-155°F 15 sec* 3-201.14 Fish and Recreationally Caught Molluscan Contact Surfaces of Equipment* Shellfish* 3-401.11(A)(3) Poultry,Wild Game,Stuffed PHFs SPECIAL REQUIREMENTS 4-703.11 Methods of Sanitization-Hot Water and Stuffing Containing Fish,Meat,Poultry or 3-201.15 Molluscan Shellfish from NSSP Listed Chemical* 590.009(A)-(D) Violations of Section 590.009(A)-(D)in cater- Ratites-165°F 15 sec* Sources* ing,mobile food,temporary and residential 10 Proper,Adequate Handwashing 3-401.11(C)(3) Whole-muscle,Intact Beef Steaks 145°F* kitchen operations should be debited under Game and Wild Mushrooms Approved By 2-301.11 Clean Condition-Hands and Arms* Regulatory Authority 3-401.12 Raw Animal Foods Cooked in a Microwave the appropriate sections above if related to 3-202.18 Shellstock'Identification Present* - 2-301.12_ Cleaning Procedure* 165°F* foodborne illness interventions and risk factors. 590.004(C) Wild Mushrooms* 2-301.14 When to Wash* 3-401.11(A)(1)(b) All Other PHFs-145°F 15 sec* Other 590.009 violations relating to good retail 3-201.17 Game Animals* 11 Good Hygienic Practices 17 Reheating for Hot Holding practices should be debited under#29-Special Requirements. 5 Receiving/Condition 2-401.11 Eating,Drinking or Using Tobacco* 3-403.11(A)&(D) PHFs 165°F 15 sec* 3-202.11 PHF's Received at Proper Temperatures* 2-401.12 Discharges From the Eyes,Nose and Mouth* 3-403.11(B) Microwave-165°F 2 Minute Standing Time* VIOLATIONS RELATED TO GOOD RETAIL PRACTICES * 3-301.12 Preventing Contamination When Tasting* 3-403.11 C * (Blue Items 23-30) 3-202.15 Package Integrity ( ) Commercially Processed RTE Food-140°F Critical and non-critical violations,which do not relate to the foodborne 12 Prevention of Contamination from Hands 3-403.11E Remaining 3-101.11 Food Safe and Unadulterated* ( ) g Unsliced Portions of Beef Roasts* illness interventions and risk factors listed above,can be found in the 6 Tags/Records:Shellstoek 590.004(E) Preventing Contamination from Employees* 18 Proper Cooling of PHFs following sections of the Food Code and 105 CMR 590.000 * 13 Handwashing Facilities 3-501.14 A CoolingCooked PHFs from 140°F to 70°F 3-202.18 Shellstoek Identification ( ) Item Good Retail Practices FC 590.000 3-203.12 Shellstoek Identification Maintained* Conveniently Located and Accessible Within 2 Hours and From 70°F to 41°F/45°F Tags/Records:Fish Products 5-203.11 Numbers and Capacities* Within 4 Hours* 23. Management and Personnel FC-2 .003 5-204.11 Location and Placement* 3-501.14(B) Cooling PHFs Made from Ambient 24. Food and Food Protection FC-3 .004 3 402.11 Parasite Destruction* Temperature Ingredients to 41°F/45°F 25. Equipment and Utensils FC-4 .005 3-402.12 Records,Creation and Retention* 5-205.11 Accessibility,Operation and Maintenance Within 4 Hours* 26. Water,Plumbing and Waste FC-5 .006 590.004(J) Labeling of Ingredients' Supplied with Soap and hand Drying Devices 27. Physical Facility FC-6 .007 7 Conformance with Approved Procedures/ 6-301.11 Handwashing Cleanser,Availability 28. Poisonous or Toxic Materials FC-7 .008 HACCP Plans 6-301.12 Hand Drying Provision 29. Special Requirements .009 3-502.11 Specialized Processing Methods* 130. 1 Other 3-502.12 Reduced-Oxygen Packaging Criteria* 8-103.12 Conformance with Approved Procedures* S:590Formback6-2doc *Denotes critical item in the federal 1999 Food Code or 105 CMR 590.000. *Denotes critical item in the federal 1999 Food Code or 105 CMR 590.000. !pp114E row TOWN OF BARNSTABLE HEALTH INSPECTOR'S Establishment Name: Date: Page: 3 Of. o OFFICE HOURS PUBLIC HEALTH DIVISION 8:00-9:30 A.M. BANE. 200 MAIN STREET 3:30-4:30 P.M. Item Code C-Critical Item DESCRIPTION OF VIOLATION/PLAN OF CORRECTION Date Verified . . �0ASS � HYANNIS, MA 02601 MON.-FRI. 6} No Reference -R=Red Item PLEASE PRINT CLEARLY 508-862-4644 FOOD ESTABLISHMENT INSPECTION REPORT Name Date) I I Type of T inspection 12 Ro ' Address Risk ood -ffe-inspection _ Level Retail Previous Inspection 61vPlea Telephone Residential Kitchen Date: Mobile Pre-operation b N Owner HACCP Y/N Temporary Suspect Illness Caterer General Complaint Person in Charge(PIC) Time Bed&Breakfast HACCP I S In: Other Inspector 1/ Q Out: Each violation checked requires an explanation on the narrative page(s)and a citation of specific provision(s)violated. _ f � d- Violations Related to Foodborne Illness Interventions and Risk Factors(Red Items) Anti-Choking 590.009(E) ❑ Violations marked may pose an imminent health hazard and require immediate corrective Tobacco 590.009(F) ❑ Action as determined by the Board of Health. Allergen Awareness 590.009(G) ❑ �1. FOOD PROTECTION MANAGEMENT ❑ 12.Prevention of Contamination from Hands ❑ 1.PIC Assigned/Knowledgeable/Duties ❑ 13.Handwash Facilities EMPLOYEE HEALTH PROTECTION FROM CHEMICALS ❑ 2.Reporting of Diseases by Food Employees and PIC ❑ 14.Approved Food or Color Additives ❑ 3.Personnel with Infectious Restricted/Excluded ❑ 15. Toxic Chemicals , -/ _( o FOOD FROM APPROVED SOURCE TIME/TEMPERATURE CONTROLS(Potentially Hazardous Foods) W I ❑4.Food and Water from Approved Source ❑ 16.Cooking Temperatures d PJ ❑ 5.Receiving/Condition ❑ 17.Reheating V ❑ 6.Tags/Records/Accuracy of Ingredient Statements ❑ 18.Cooling ❑ 7.Conformance with Approved Procedures/HACCP Plans ❑ 19.Hot and Cold Holding PROTECTION FROM CONTAMINATION ❑ 20.Time As a Public Health Control ❑ 8.Separation/Segregation/Protection REQUIREMENTS FOR HIGHLY SUSCEPTIBLE POPULATIONS(HSP) IV ❑ 9.Food Contact Surfaces Cleaning and Sanitizing ❑ 21.Food and Food Preparation for HSP �CL ❑ 10.Proper Adequate Handwashing CONSUMER ADVISORY ❑ 11.Good Hygienic Practices ❑ 22.Posting of Consumer Advisories Violations Related to Good Retail Practices(Blue Items) Total Number of Critical Violations Critical(C)violations marked must be corrected immediately. (blue&red items) Corrective Action Required: ❑ No Yes Non-critical(N)violations must be corrected immediately or within 90 days as determined by the Board of Health. Overall Rating ❑ ry Compliance Voluntary Com ❑ Employee Restriction/Exclusion ❑ Re-inspection Scheduled ❑ Emergency Suspension C N Official Order for Correction: Based on an inspection today,the items checked indicate violations of 105 CMR 590.000/Federal Food Code. ❑ Embargo 9 ❑ Emergency-Closure ❑ Voluntary Disposal ❑ Other: 23.Management and Personnel (FC-2)(590.003) This report,when signed below by a Board of Health member or its agent A=Zero critical violations and no more than 3 non-critical violations. F=3 or more critical violations.9 or more non-critical violations, 24.Food and Food Preparation (FC-3)(590.004) constitutes an order of the Board of Health. Failure to correct violations 25.Equipment and Utensils (FC-4)(590.005) cited in this report may result in suspension or revocation of the food B=One critical violation and less than 4non-critical violations regardless of the number of critical,results in an F. 26.Water,Plumbing and Waste (FC-5)(590.006) establishrrient permit and cessation of food establishment operations. If if no critical violations observed,4 to 6 non-critical violations=B. Seriously Critical Violation=F is scored automatically if: no hot 27.Physical Facility (FC-6)(590.007) aggrieved by this order,you have a right to a hearing. Your request must C=2 critical violations and less than 9 non-critical. If no critical water,sewage back-up,infestation of rodents or insects,or lack of be in writing and submitted to the Board of Health at the above address violations observed,7 to 8 non-critical violations. If 1 critical refrigeration. 28.Poisonous or Toxic Materials (FC-7)(590.008) 9 = 29.Special Requirements (590.009) within 10 days of receipt of this order. violation,4 to 8non-critical violations C. 30.Other DATE OF RE-INSPECTION: Inspector's Si n re Print t 31.Dumpster screened from public view Permit Posted? Y N Grease Trap Previous Pumping Date Grease Rendered Y N : #Seats Observed Frozen Dessert Machines: Outside Dining Y N PIC,S S' a Print: Self Service Wait Service Provided Grease Trap Size Variance Letter Posted Y N Dumpster Screen? Y N .i Violation related to Foodborne Illness Violations'Related to Foodborne Illness Interventions Interventions and Risk Factors(Red Items 1-22) ,.and Risk Factors(Red items 1-22) (Cont.) ` FOOD PROTECTION MANAGEMENT PROTECTION FROM CONTAMINATION PROTECTION FROM CHEMICALS 3-501.14(C) PHFs Received at Temperatures According to 1 590.003(A) Assignment of Responsibility* 8 Cross-contamination L14 Food or Color Additives Law Cooled to 41°F/45°F Within 4 Hours* 590.003(B) Demonstration of Knowledge* 3-302.11(A)(1) Raw Animal Foods Separated from 3-202.12- Additives* 3-501.15 Cooling Methods for PHFs Cooked and RTE Foods.* 19 PHF Hot and Cold Holding 2-103.11 Person-in-Chazge Duties 3-302.14 Protection from-Unapproved Additives* Contamination from Raw Ingredients 15 Poisonous or Toxic Substances 3-501.16(B) Cold PHFs Maintained At or Below 41°F/45°F 590.004(F) EMPLOYEE HEALTH 3-302.11(A)(2) Raw Animal Foods Separated from Each 7-101.11 Identifying Information-Original Containers* Other* g3-501.16(A) Hot PHFs Maintained At or Above 140°F* 2 590.003(C) Responsibility of the Person-in-Charge to 7-102.11 Common Name-Working Containers* Require Reporting by Food Employees and Contamination from the Environment 7-201.11 Se * 3-501.16(A) Roasts Held At or Above 130°F* Separation-Storage Applicants* 3-302.11(A) Food Protection* - p g 20 Time as a Public Health Control 7-202.11 Restriction-Presence and Use* 590.003(F) Responsibility of A Food Employee or An 3-302.15 Washing Fruits and Vegetables 3-501.19 Time as a Public Health Control* 590.003(G) Reporting by Person in Charge* Contamination from the Consumer Applicant To Report To The Person In Charge* * 7.202.12 Conditions of Use* 590.004 11 Variance Requirements 3-304.11 Food Contact with Equipment and Utensils 7-203.11 Toxic Containers-Prohibitions* ( ) q - 3 590.003(D) Exclusions and Restrictions* 7-204.11 Sanitizers,Criteria-Chemicals* REQUIREMENTS FOR 3-306.14(A)(B)Returned Food and Reated or of Food* 7-204.12 Chemicals for WashingProduce,Criteria* HIGHLY SUSCEPTIBLE POPULATIONS HSP 590.003(E) Removal of Exclusions and Restrictions Disposition of Adulterated or Contaminated � ) Food 7.204.14 Drying Agents,Criteria* 21 3-801.11(A) Unpasteurized Pre-Packaged Juices and FOOD FROM APPROVED SOURCE 3-701.11 Discarding or Reconditioning Unsafe Food* 7-205.11 Incidental Food Contact,Lubricants* Beverages with Warning Labels* 4 Food and Water From Regulated Sources 9 Food Contact Surfaces 7-206.11 Restricted Use Pesticides,Criteria* 3-801.11(B) Use of Pasteurized Eggs* 590.004(A-B) Compliance with Food Law* 4-501.111 Manual Warewashing-Hot Water 7.206.12 Rodent Bait Stations* 3-801.11(D) Raw or Partially Cooked Animal Food and 3-201.12 Food in a HermeticallySealed Container* Sanitization Temperatures* Raw Seed Sprouts Not Served* P 7-206.13 Tracking Powders,Pest Control and 3-201.13 Fluid Milk and Milk Products* 4-501.112 Mechanical Warewashing-Hot Water Monitoring* 3-801.11(C) Unopened Food Package Not Re-Served* 3-202.13 Shell Eggs* Sanitization Tcmperatures* TIMErTEMPERATURE CONTROLS 3-202.14 Eggs and Milk Products,Pasteurized* 4-501.114 Chemical Sanitization-Temp.,pH. 16 Proper Cooking Temperatures for PHFs CONSUMER ADVISORY 3-202.16 Ice Made From Potable Drinking Water* Concentration and Hardness* 3-401.11A(1)(2) Eggs-155°F 15 sec 22 3-603.11 Consumer Advisory Posted for Consumption of 4-601.11(A) Clean Utensils and Food Contact Surfaces of * Animal Foods That are Raw,Undercooked or, 5-101.11 Drinking Water from an Approved System* Eggs-Immediate Service 145°F 15 sec Equipment* Not Otherwise Processed to Eliminate 590.006(A) Bottled Drinking Water* 3-401.11(A)(2) Comminuted Fish,Meats&Game Pathogens* Eff cti a 11112001 4-602.11 Cleaning Frequency of Utensils and Food 590.006(B) Water Meets Standards in 310 CMR 22.0* Contact Surfaces of Equipment* Animals-155°F 15 sec* 3-302.13 Pasteurized Eggs Substitute for Raw Shell Shellfish and Fish From an Approved Source 3-401.11(B)(1)(2) Pork and Beef Roast-130°F 121 min* Eggs* 4-702.11 Frequency of Sanitization of Utensils and Food 3-401.11(A)(2) I Ratites,Injected Meats-155°F 15 sec* 3-201.14 Fish and Recreationally Caught Molluscan Contact Surfaces of Equipment* Shellfish* 4-703.11 Methods of Sanitization-Hot Water and 3-401.11(A)(3) Poultry,Wild Game,Stuffed PHFs SPECIAL REQUIREMENTS Stuffing Containing Fish,Meat,Poultry or 590.009(A)-(D) Violations of Section 590.009(A)-(D)in cater- 3-201.15 Molluscan Shellfish from NSSP Listed Chemical* Ratites-165°F 15 sec* Sources* ing,mobile food,temporary and residential 10 Proper,Adequate Handwashing 3-401.11(C)(3) Whole-muscle,Intact Beef Steaks 145°F* kitchen operations should be debited under Game and Wild Mushrooms Approved By 2-301.11 Clean Condition-Hands and Arms* Regulatory Authority 3-401.12 Raw Animal Foods Cooked in a Microwave the appropriate sections above if related to 3-202.18 Shellstock Identification Present* 2-301.12 Cleaning Procedure* 165°F* foodborne illness interventions and risk factors. * 2-301.14 When to Wash* 3-401.11 A I b All Other PHFs-145°F 15 sec* Other 590.009 violations relating to good retail 590.004(C) Wild Mushrooms ( )( )( ) 3-201.17 Game Animals* 11 Good Hygienic Practices 17 Reheating for Hot Holding practices should be debited under#29-Special Requirements. $ Receiving/Condition 2-401.11 Eating,Drinking or Using Tobacco* 3-403.11(A)&(D) PHFs 165°F 15 sec* 3-202.11 PHFs Received at Proper Temperatures* 2-401.12 Discharges From the Eyes,Nose and Mouth* 3-403.11(B) Microwave-165°F 2 Minute Standing Time* VIOLATIONS RELATED TO GOOD RETAIL PRACTICES (Blue Items 3-301.12 Preventing Contamination When Tasting* 3-403.11 C Commercially Processed RTE Food 140°F* 3-202.15 Package Integrity* ( ) ommerc y - Critical and non-critical violations,which do not relate to the foodborne 3-101.11 Food Safe and Unadulterated* 12 Prevention of Contamination from Hands 3-403.11(E) Remaining Unsliced Portions of Beef Roasts* illness interventions and risk factors listed above,can be found in the 6 Tags/Records:Shellstock 590.004(E) Preventing Contamination from Employees* 18 Proper Cooling of PHFs following sections of the Food Code and 105 CMR 590.000 * 13 Handwashing Facilities 3-501.14 A CoolingCooked PHFs from 140°F to 70°F 3-202.18 Shellstock Identification ( ) Item Good Retail Practices FC 590.000 3-203.12 Shellstock Identification Maintained* Conveniently Located and Accessible Within 2 Hours and From 70°F[0 41°F/45°F Tags/Records:Fish Products 5-203.11 Numbers and Capacities* Within 4 Hours* 23. Management and Personnel FC-2 .003 5-204.11 Location and Placement* 3-501.14(B) Cooling PHFs Made from Ambient 24. Food and Food Protection FC-3 .004 3-402.11 Parasite Destruction* Temperature Ingredients to 41°F/45°F 25. Equipment and Utensils FC-4 .005 3-402.12 Records,Creation and Retention* 5-205.11 Accessibility,Operation and Maintenance Within 4 Hours* 26. Water,Plumbing and Waste FC-5 .006 590.004(J) labeling of Ingredients* Supplied with Soap and hand Drying Devices 27. Physical Facility FC-6 .007 7 Conformance with Approved Procedures/ 6-301.11 Handwashing Cleanser,Availability 28. Poisonous or Toxic Materials FC-7 .008 HACCP Plans 6-301.12 Hand Drying Provision 29. Special Requirements 009 3-502.11 Specialized Processing Methods* 130. Other 3-502.12 Reduced-Oxygen Packaging Criteria* 8-103.12 Conformance with Approved Procedures* + S:590Formback6-2doc *Denotes critical item in the federal 1999 Food Code or 105 CMR 590.000. *Denotes critical item in the federal 1999 Food Code or 105 CMR 590.000. oF� rqr TOWN OF BARNSTABLE HEALTH INSPECTOR'S Establishment Name: P)m4l ya(bar Clv b Date: y /010/l9 _Page:_ of t Y ti OFFICE HOURS LIC xsnansrns�eo. PU6200 MAN SH EETSION 3::30-0-4:30 P.M.:30A.M. Item Code C-Critical Item DESCRIPTION OF VIOLATION/PLAN OF CORRECTION Date Verified �A 639.s m� HYANNIS, MA 02601 _ M-8 -FRI. No Reference R-Red Item PLEASE PRINT CLEARLY rFD MPS 506-862-4644 FOOD ESTABLISHMENT INSPECTION REPORT - Name �l� r �.bt7� C!J Date Ojd�01Iq Type of T of Inspection ot� S ` 0 / O a ion S outine I'll'�GS O `G154!1 Address J V�q na j,�l a r J�I Risk oo ervi ection ' Level a ai Previous Inspection S C u Telephone Residential Kitchen Date: _ to Gr�tqo Mobile Pre-operation Owner HACCP Y/N Temporary Suspect Illness )% S f nu- _ I kW Caterer General Complaint Person in Charge(PIC) Time Bed&Breakfast HACCP - 1'�M . 06 45 In: Other Inspector R G n 00 Out: r( s H66-d S Each violation checked requires an explanation on the narrative page(s)and a citation of specific provision(s)violated. _ O�S 60 Violations Related to Foodborne Illness Interventions and Risk Factors(Red Items) Anti-Choking 590.009(E) ❑ c Violations marked may pose an imminent health hazard and require immediate corrective Tobacco 590.009(F) ❑ `r*G to f(r j o Action as determined by the Board of Health. Allergen Awareness 590.009(G) ❑ FOOD PROTECTION MANAGEMENT ❑ 12.Prevention of Contamination from Hands YV 7 ✓ ❑ 1.PIC Assigned/Knowledgeable/Duties ❑ 13.Handwash Facilities f, EMPLOYEE HEALTH PROTECTION FROM CHEMICALS WoI I� r►1 Gar d� ❑2.Reporting of Diseases by Food Employees and PIC ❑ 14.Approved Food or Color Additives ❑ 3.Personnel with Infectious Restricted/Excluded ❑ 15. Toxic Chemicals ! ' ,I V�� FOOD FROM APPROVED SOURCE TIME/TEMPERATURE CONTROLS(Potentially Hazardous Foods) �.d ❑4.Food and Water from Approved Source ❑ r A4 16.Cooking Temperatures ► aG 1( / CS/1('`(d6t3 C 10 l/� ❑ 5.Receiving/Condition ❑ 17.Reheating M� t ❑6.Tags/Records/Accuracy of Ingredient Statements ❑ 18.Cooling ❑7.Conformance with Approved Procedures/HACCP Plans ❑ 19.Hot and Cold Holding PROTECTION FROM CONTAMINATION ❑20.Time As a Public Health Control ❑8.Separation/Segregation/Protection REQUIREMENTS FOR HIGHLY SUSCEPTIBLE POPULATIONS(HSP) ❑ 9.Food Contact Surfaces Cleaning and Sanitizing ❑ 21.Food and Food Preparation for HSP ❑ 10.Proper Adequate Handwashing CONSUMER ADVISORY Q ^C) I ❑ 11.Good Hygienic Practices ❑ 22.Posting of Consumer Advisories Lo Violations Related to Good Retail Practices(Blue Items) Total Number of Critical Violations Critical(C)violations marked must be corrected immediately. (blue&red items) Corrective Action Required: ❑ No ❑ Yes Non-critical(N)violations must be corrected immediately or Overall Rating within 90 days as determined by the Board of Health. W ❑ Voluntary Compliance ❑ Employee Restriction/Exclusion ❑ Re-inspection Scheduled ❑ Emergency Suspension C N Official Order for Correction:Based on an inspection today,the items checked indicate violations of 105 CMR 590.000/Federal Food Code. ❑ Embargo g ❑ Emergency Closure ❑ Voluntary Disposal ❑ Other: 23.Management and Personnel (FC-2)(590.003) This report,when signed below by a Board of Health member or its agent A=Zero critical violations and no more than 3 non-critical violations. F=3 or more critical violations.9 or more non-critical violations, 24.Food and Food Preparation (FC-3)(590.004) constitutes an order of the Board of Health. Failure to correct violations regardless of the number of critical,results in an F. 25.Equipment and Utensils (FC-4)(590.005) cited in this report may result in suspension or revocation of the food B=One critical violation and less than non-critical violations if no critical violations observed,4 too 6 von-critical violations=B. Seriously Critical Violation=F is scored automatically if: no hot 26.Water,Plumbing and Waste (FC-5)(590.006) establishment permit and cessation of food establishment operations. If ' a 27.Physical Facility (FC-6)(596.007) aggrieved by this order,you have a right to a hearing. Your request must C=2 p,infestation of rodents or insects,or lack of 28.Poisonous or Toxic Materials FC-7 590.008) be in writing and submitted to the Board of Health at the above address violations observed,7 to anon-critical violations. If 1 critical refrigeration. ( )( within 10 days of receipt of this order. violation,4 to 8non-critical violations=C. 29.Special Requirements (590.009) y p Print: �r 30.Other DATE OF RE-INSPECTION: Inspector's Signature ��a�31.Dumpster screened from public view Permit Posted? Y N Grease Trap Previous Pumping Date Grease Rendered Y N / #Seats Observed Frozen Dessert Machines: Outside Dining Y N PIC's Signature Print: I Self Service Wait Service Provided Grease Trap Size Variance Letter Posted Y N Dumpster Screen? Y N Violations related to Foodborne Illness Violations Related to Foodborne Illness Interventions Interventions and Risk Factors(Red Items 1-22) and Risk Factors(Red Items 1-22) (Cont.) FOOD PROTECTION MANAGEMENT PROTECTION FROM CONTAMINATION PROTECTION FROM CHEMICALS 3-501.14(C) PHFs Received at Temperatures According to 1 590.003(A) Assignment of Responsibility* 8 Cross-contamination 14 Food or Color Additives Law Cooled to 41°F/45°F Within 4 Hours* 590.003(B) Demonstration of Knowledge* 3-302.11(A)(1) Raw Animal Foods Separated from 3-202.12- Additives* 3-501.15 Cooling Methods for PHFs 2-103.11 Person-in-Charge Duties Cooked and RTE Foods.* 3-302.14 Protection from Unapproved Additives* 19 PHF Hot and Cold Holding Contamination from Raw Ingredients 15 Poisonous or Toxic Substances 3-501.16(B) Cold PHFs Maintained At or Below 41'F/45'F EMPLOYEE HEALTH 3-302.11(A)(2) Raw Animal Foods Separated from Each 7-101.11 Identifying Information-Original Containers* 590.004(F) 2 590.003(C) Responsibility of the Person-in-Charge to Other* 7-102.11 Common Name-Working Containers* 3-501.16(A) Hot PHFs Maintained At or Above 140°F* Require Reporting by Food Employees and Contamination from the Environment 3-501.16(A) Roasts Held At or Above 130'F* Applicants*an[s* 3-302.11(A) Food Protection* 7-201.11 Separation-Storage* 20 Time as a Public Health Control 590.003(F) Responsibility of A Food Employee or An 3-302.15. Washing Fruits and Vegetables 7-202.11 Restriction-Presence and Use* 3-501.19 Time as a Public Health Control Applicant To Report To The Person In Charge* * 7.202.12. Conditions of Use* 3-304.11 Food Contact with Equipment and Utensils 590.004(11) Variance Requirements 590.003(G) Reporting by Person in Charge* Contamination from the Consumer 7-203.11 Toxic Containers-Prohibitions* 3 590.003(D) Exclusions and Restrictions* 7-204.11 Sanitizers,Criteria-Chemicals* REQUIREMENTS FOR 3-306.14(A)(B)Returned Food and Rrated or of Food* 7-204.12 Chemicals for WashingProduce,Criteria* HIGHLY SUSCEPTIBLE POPULATIONS HSP 590.003(E) Removal of Exclusions and Restrictions Disposition of Adulterated or Contaminated ( ) Food 7.204.14 Drying Agents,Criteria* 21 3-801.11(A) Unpasteurized Pre-Packaged Juices and FOOD FROM APPROVED SOURCE 3-701.11 Discarding or Reconditioning Unsafe Food* 7-205.11 Incidental Food Contact,Lubricants* Beverages with Warning Labels* 4 Food and Water From Regulated Sources g Food Contact Surfaces 7-206.11 Restricted Use Pesticides,Criteria* 3-801.11(B) Use of Pasteurized Eggs* 590.004(A-B) Compliance with Food Law* 4-501.111 Manual Warewashing-Hot Water 17.206.12 Rodent Bait Stations* 3-801.11(D) Raw or Partially Cooked Animal Food and 3-201.12 Food in a Hermetically Sealed Container* Sanitization Temperatures* Raw Seed Sprouts Not Served* 7-206.13 Tracking Powders,Pest Control and 3-201.13 Fluid Milk and Milk Products* 4-501.112 Mechanical Warewashing-Hot Water Monitoring* 3-801.11(C) Unopened Food Package Not Re-Served* 3-202.13 Shell Eggs* Sanitization Temperatures* TIMEITEMPERATURE CONTROLS 3-202.14 Eggs and Milk Products,Pasteurized* 4-501.114 Chemical Sanitization-Temp.,pH. 16 Proper Cooking Temperatures for PHFs CONSUMER ADVISORY 3-202.16 Ice Made From Potable Drinking Water* Concentration and Hardness* 3-401.11A(l)(2) Eggs-155°F 15 sec 22 3-603.11 Consumer Advisory Posted for Consumption of 5-101.11 Drinking Water from an Approved System* 4-601.11(A) Clean ContactEggs Utensils and Food Surfaces of E s-Immediate Service 145°F 15 sec* Animal Foods That are Raw,Undercooked or Equipment* Not Otherwise Processed to Eliminate- 590.006(A) Bottled Drinking Water* 3-401.11(A)(2) Comminuted Fish,Meats&Game Pathogens* Effective 1/111001 4-602.11 Cleaning Frequency of Utensils and Food Animals-155`F 15 sec* 590.006(B) Water Meets Standards in 310 CMR 22.0* Contact Surfaces of Equipment* 3-302.13 Pasteurized Eggs Substitute for Raw Shell Shellfish and Fish From an Approved Source 3-401.11(B)(1)(2) Pork and Beef Roast-130°F 121 min* Eggs* 4-702.11 Frequency of Sanitization of Utensils and Food 3-401.11(A)(2) Ratites,Injected Meats-155'F 15 sec* 3-201.14 Fish and Recreationally Caught Molluscan Contact Surfaces of Equipment* Shellfish* 4-703.11 Methods of Sanitization-Hot Water and 3-401.11(A)(3) Poultry,Wild Game,Stuffed PHFs SPECIAL REQUIREMENTS Stuffing Containing Fish,Meat,Poultry or 3-201.15 Molluscan Shellfish from NSSP Listed Chemical* g g �' 590.009(A)-(D) Violations of Section 590.009(A)-(D)in cater- Ratites-165°F 15 sec* Sources* 10 Proper,Adequate Handwashing ing,mobile food,temporary and residential Game and Wild Mushrooms Approved By 3-401.I1(C)(3) Whole-muscle,Intact Beef Steaks 145'F* kitchen operations should be debited under Regulatory Authority 2-301.11 Clean Condition-Hands and Arms* 3-401.12 Raw Animal Foods Cooked in a Microwave the appropriate sections above if related to 3-202.18 Shellstock Identification Present* 2-301.12 Cleaning Procedure* 165'F* foodbome illness interventions and risk factors. 590.004(C) Wild Mushrooms* 3-401.11 2-301.14 When to Wash* A 1 All Other PHFs-145°F 15 sec* Other 590.009 violations relating to good retail ( )( )(b) 3-201.17 Game Animals* 11 Good Hygienic Practices 17 Reheating for Hot Holding practices should be debited under#29-Special Requirements. $ Receiving/Condition 2-401.11 Eating,Drinking or Using Tobacco* 3-403.11(A)&(D) PHFs 165°F 15 sec* 3-202.11 PHF's Received at Proper Temperatures* 2-401.12 Discharges From the Eyes,Nose and Mouth* 3-403.11(B) Microwave-165'F 2 Minute Standing Time* VIOLATIONS RELATED TO GOOD RETAIL PRACTICES * 3-301.12 Preventing Contamination When Tasting* 3-403.11 C CommerciallyProcessed RTE Food-140'F* Blue Items 23-30) 3-202.15 Package Integrity O Critical and non-critical violations,which do not relate to the foodborne 3-101.11 Food Safe and Unadulterated* 12 Prevention of Contamination from Hands 3-403.11(E) Remaining Unsliced Portions of Beef Roasts* illness interventions and risk factors listed above,can be found in the. 6 Tags/Records:Shellstock 590.004(E) Preventing Contamination from Employees* 18 Proper Cooling of PHFs following sections of the Food Code and 105 CMR 590.000 3-202.18 Shellstock Identification* 13 Handwashing Facilities 3-501.14(A) Cooling Cooked PHFs from 140'F to 70°F 3-203.12 Shellstock Identification Maintained* Conveniently Located and Accessible Within 2 Hours and From 70°F to 41°F/45'F Item Good Retail Practices FC 1.590.000 Tags/Records:Fish Products 5-203.11 Numbers and Capacities* Within 4 Hours* 23. Management and Personnel FC-2 .003 * 5-204.11 Location and Placement* 3-501.14(B) Cooling PHFs Made from Ambient 24. Food and Food Protection FC-3 .004 3-402.11 Parasite Destruction Temperature Ingredients to 41°F/45'F 25. Equipment and Utensils FC-4 .005 3-402.12 Records,Creation and Retention* 5-205.11 Accessibility,Operation and Maintenance Within 4 Hours 26. Water,Plumbing and Waste FC-5 .006 590.004(J) Labeling of Ingredients* Supplied with Soap and hand Drying Devices 27. Physical Facility FC-6 .007 7 Conformance with Approved Procedures/ 6-301.11 Handwashing Cleanser,Availability 28. 1 Poisonous or Toxic Materials FC-7 .008 HACCP Plans 6-301.12 Hand Drying Provision 129. 1 Special Requirements .009 3-502.11 Specialized Processing Methods* 130. 1 Other 3-502.12 Reduced-Oxygen Packaging Criteria* 8-103.12 1 Conformance with Approved Procedures* S:590Formback6-2doc *Denotes critical item in the federal 1999 Food Code or 105 CMR 590.000. *Denotes critical item in the federal 1999 Food Code or 105 CMR 590.000. 'rl`oFI„E ror TOWN OF BARNSTABLE .. HEALTH INSPECTOR'S Establishment Name: Date: Page: of OFFICE HOURS ARNSTAR�E. PUBLIC 0 MAN STREET 3:30-4:30 P.M.DIVISION .. - : 0- :30 A.M. Item Code C-Critical Item DESCRIPTION OF VIOLATION/PLAN OF CORRECTION Date Verified MASS. $ MON.-FRI. HYANNIS,MA 02601 508-862-4644 No Reference. R-Red Item . PLEASE PRINT CLEARLY 'fOM FOOD ESTABLISHMENT INSP CTION EPORT Name Date`U Tyne of jyPe pfluspection e u Ine Address 47&7Risk od Service n Level a al Previous Inspection Telephone Residential Kitchen Date: Mobile Pre-operation Y Owner HACCP YIN Temporary Suspect Illness Od Caterer General Complaint Person in Charge(PI Time Bed&Breakfast HACCP In: Other Inspector Out: Each violation checked requires an.explanation on the narrative page(s)and a citation of specific provision(s)violated. Violations Related to Foodborne Illness Interventions and Risk Factors(Red Items) Anti-Choking 590.009(E) ❑ Violations marked may pose an imminent health hazard and require immediate corrective Tobacco 590.009(F) ❑ Action as determined by the Board of Health. Allergen Awareness 590.009(G) ❑ FOOD PROTECTION MANAGEMENT ❑ 12.Prevention of Contamination from Hands (. n ❑ 1.PIC Assigned/Knowledgeable/Duties ❑ 13.Handwash Facilities Is, EMPLOYEE HEALTH PROTECTION FROM CHEMICALS ❑ 2.Reporting of Diseases by Food Employees and PIC ❑ 14.Approved Food or Color Additives v� ❑ 3.Personnel with Infectious Restricted/Excluded ❑ 15. Toxic Chemicals Ai FOOD FROM APPROVED SOURCE TIME/TEMPERATURE CONTROLS(Potentially Hazardous Foods ❑4.Food and Water from Approved Source ❑ 16.Cooking Temperatures ❑ 5.Receiving/Condition ❑ 17.Reheating . ❑ 6.Tags/Records/Accuracy of Ingredient Statements ❑ 18.Cooling ❑ 7.Conformance with Approved Procedures/HACCP Plans ❑ 19.Hot and Cold Holding PROTECTION FROM CONTAMINATION ❑ 20.Time As a Public Health Control ❑ 8.Separation/Segregation/Protection REQUIREMENTS FOR HIGHLY SUSCEPTIBLE POPULATIONS(H ❑9.Food Contact Surfaces Cleaning and Sanitizing ❑ 21.Food and Food Preparation for HSP J ❑ 10.Proper Adequate Handwashing CONSUMER ADVISORY �/�(� .0 ❑ Ill Good Hygienic Practices ❑ 22.Posting of Consumer Advisories t I. Violations Related to Good Retail Practices(-Blue Items) Total Number of Critical Violations Critical(C)violations marked must be corrected immediately. (blue&red items) Corrective Action Required: N2:5 ` Yes,,,,'- Non-critical(N)violations must be corrected immediately or Overall Rating r n within 90 days as determined by the Board of Health. 0 l� (� ❑ Voluntary Compliance ❑ Employee Restriction/Exclusion ❑ Re-inspection Scheduled Emergency Suspen on C N Official Order for Correction:Based on an inspection toda he items Embargo checked indicate violations of 105 CMR 590.000/Federal Food Code. ❑ 9 Emergency Closure ❑ Voluntary Disposal ❑ Other: 23.Management and Personnel (FC-2)(590.003) This report,when signed below by a Board of Health member or its agent A=Zero critical violations and no more than 3 non-critical violations. F=3 or more critical violations.9 or more non-critical violations, 24.Food and Food Preparation (FC-3)(590.004) constitutes an order of the Board of Health. Failure to correct violations re ardless of the number of critical,results in an F. 25.Equipment and Utensils B=One critical violation and less than 4 non-critical violations g (FC-4)(590.005) cited in this report may result in suspension or revocation of the food if no critical violations observed,4 to 6 non-critical violations=B. Seriously Critical Violation=F is scored automatically if: no hot 26.Water,Plumbing and Waste (FC-5)(590.006) establishment permit and cessation of food establishment operations. If 27.Physical Facility (FC-6)(590.007) aggrieved by this order,you have a right to a hearing. Your request must C=2 critical violations and less than 9 non-critical. If no critical water,sewage back-up,infestation of rodents or insects,or lack of 28.Poisonous or Toxic Materials (FC-7)(590.008) be in writing and submitted to the Board of Health at the above address violations observed,7 to 8 non-critical violations. If 1 critical refrigeration. 29.Special Requirements (590.009) within 10 days of receipt of this order. violation,4 to 8 non-critical violations=C. 30.Other DATE OF RE-INSPECTION: Inspector's Signature Print: 31.Dumpster screened from public view / Ili DG Permit Posted? Y N Grease Trap Previous Pumping Date Grease Rendered Y N #Seats Observed Frozen Dessert Machines: Outside Dining Y N PIC's Signatur Print: Self Service Wait Service Provided Grease Trap Size Variance Letter Posted Y N Dumpster Screen? Y N 0 O Violations related to Foodborne Illness Violations Related to Foodborne Illness Interventions Interventions and Risk Factors(Red Items 1-22) and Risk Factors(Red Items 1-22) (Cont) FOOD PROTECTION MANAGEMENT PROTECTION FROM CONTAMINATION PROTECTION FROM CHEMICALS 3-501.14(C) PHFs Received at Temperatures According to 1 590.003(A) Assignment of Responsibility* 8 Cross-contamination 14 Food or Color Additives Law Cooled to 41°F/45°F Within 4 Hours* 590.003(B) Demonstration of Knowledge* 3-302.11(A)(1) Raw Animal Foods Scparated from 3-202.12 Additives* 3-501.15 Cooling Methods for PHFs 2-103.11 Person-in-Charge Duties Cooked and RTE Foods.* 3-302.14 _ Protection from Unapproved Additives* 19 PHF Hot and Cold Holding Contamination from Raw Ingredients 15 Poisonous or Toxic Substances 3-501.16(B) Cold PHFs Maintained At or Below 41 590A04(F) EMPLOYEE HEALTH 3-302.11(A)(2) Raw Animal Foods Separated from Each 7-101.11 Identifying Information-Original Containers* Other* g3-501.16(A) Hot PHFs Maintained At or Above 140°F* 2 590.003(C) Responsibility of the Person-in-Charge to - - 7-102.11 Common Name-Working Containers* Require Reporting by Food Employees and Contamination from the Environment 3-501.16(A) Roasts Held At or Above 130°F* * Applicants 3-302.11(A) Food Protection* 7-201.11 Separation-Storage* 20 Time as a Public Health Control 590.003(F) Responsibility of A Food Employee or An 3-302.15 Washing Fruits and Vegetables 7-202.11 Restriction-Presence and Use* 3-501.19 Time as a Public Health Control* 3-304.11 Food Contact with Equipment and Utensils Applicant To Report To The Person In Charge* * 7.202.12 Conditions of Use* 590.00411 Requirements 590.003(G) Reporting by Person in Charge* 7-203.11 Toxic Containers-Prohibitions* ( ) Variance Contamination from the Consumer 3 590.003(D) Exclusions and Restrictions* 7-204.11 Sanitizers,Criteria-Chemicals* REQUIREMENTS FOR 3-306.14(A)(B)Returned Food and Rrated or of Food* 7-204.12 Chemicals for Washing Produce,Criteria* HIGHLY SUSCEPTIBLE POPULATIONS HSP 590.003(E) Removal of Exclusions and Restrictions g � ) Disposition of Adulterated or Contaminated - Food 7.204.14 Drying Agents,Criteria* 21 3-801.11(A) Unpasteurized Pre-Packaged Juices and FOOD FROM APPROVED SOURCE 3-701.11 Discarding or Reconditioning Unsafe Food* 7-205.11 Incidental Food Contact,Lubricants* Beverages with Waming Labels* 4 Food and Water From Regulated Sources 9 Food Contact Surfaces 7-206.11 Restricted Use Pesticides,Criteria* 3-801.11(B) Use of Pasteurized Eggs* 590.004(A-B) Compliance with Food Law* 4-501.111 Manual Warewashing-Hot Water 7.206.12 Rodent Bait Stations* 3-801.11(D) Raw or Partially Cooked Animal Food and 3-201.12 Food in a Hermetically Sealed Container* Sanitization Temperatures* Raw Seed Sprouts Not Served* 7-206.13 Tracking Powders,Pest Control and 3-201.13' Fluid Milk and Milk Products* 4-501.112 Mechanical Warewashing-Hot Water 1 Monitoring* 3-801.11(C) Unopened Food Package Not Re-Served* 3-202.13 Shell Eggs* _ Sanitization Temperatures* TIME/TEMPERATURE CONTROLS 3-202.14 Eggs and Milk Products,Pasteurized* 4-501.114 Chemical Sanitization-Temp.,pH. 16 Proper Cooking Temperatures for PHFs CONSUMER ADVISORY 3-202.16 Ice Made From Potable Drinking Water* Concentration and Hardness* 3-401.11 A(1)(2) Eggs-155°F 15 sec 22 3-603.11 Consumer Advisory Posted for Consumption of 4-601.11(A) Clean Utensils and Food Contact Surfaces of Eggs-Immediate Service 145°F 15 sec* Animal Foods That are Raw,Undercooked or 5-101.11 Drinking Water from an Approved System* Equipment* i Not Otherwise Processed to Eliminate 590.006(A) Bottled Drinking Water* 3-401.11(A)(2) Comminuted Fish,Meats&Game Pathogens* Ery&r 11112001 4-602.11 Cleaning Frequency of Utensils and Food Animals-155°F 15 sec* 590.006(B) Water Meets Standards in 310 CMR 22.0* Contact Surfaces of Equipment* 3-302.13 Pasteurized Eggs Substitute for Raw Shell Shellfish and Fish From an Approved Source- 3-401.11(B)(1)(2) Pork and Beef Roast-130°F 121 min* Eggs* 4-702.11 Frequency of Sanitization of Utensils and Food 3-401.1 I(A)(2) Ratites,Injected Meats-155°F 15 sec* 3-201.14 Fish and Recreationally Caught Molluscan Contact Surfaces of Equipment* Shellfish* 4-703.11- Methods of Sanitization-Hot Water and 3-401.11(A)(3) Poultry,Wild Game,Stuffed PHFs SPECIAL REQUIREMENTS Stuffing Containing Fish,Meat,Poultry or 3-201.15 Molluscan Shellfish from NSSP Listed Chemical* g g �' S90.009(A)-(D) Violations of Section 590.009(A)-(D)in cater- Ratites-165°F 15 sec* Sources* 10 Proper,Adequate Handwashing ing,mobile food,temporary and residential Game and Wild Mushrooms Approved By 3-401.11(C)(3) Whole-muscle,Intact Beef Steaks 145°F* kitchen operations should be debited under Regulatory Authority 2-301.11 Clean Condition-Hands and Arms* 3-401.12 Raw Animal Foods Cooked in a Microwave the appropriate sections above if related to 3-202.18 Shellstock Identification Present* 2-301.12 Cleaning Procedure* 165°F* foodborne illness interventions and risk factors. 590.004(C) Wild Mushrooms* 2-301.14 When to Wash* A 1 b All Other PHFs-145°F 15 sec* Other 590.009 violations relating to good retail _ _ _ _ 3-401.11( )( )( ) 3-201.17 Game Animals* 11 _ Good Hygienic Practices 17 Reheating for Hot Holding practices should be debited under#29-Special 2-401.11 Eating,Drinking or Using Tobacco* * Requirements. $ Receiving/Condition - - - - g, g g 3-403.11(A)&(D) PHFs 165°F 15 sec 3-202.11 PHF's Received at Proper Temperatures* 2-401.12 Discharges From the Eyes,Nose and Mouth* 3-403.11(B) Microwave-165°F 2 Minute Standing Time* VIOLATIONS RELATED TO GOOD RETAIL PRACTICES 3-202.15 Package Integrity* 3-301.12 Preventing Contamination When Tasting* 3-403.11(C) Commercially Processed RTE Food-140°F* Blue Items 23.30) 12 Prevention of Contamination from Hands Critical and non-critical violations,which do not relate to the foodborne 3-101.11 Food Safe and Unadulterated* - 3-403.11(E) Remaining Unsliced Portions of Beef Roasts* illness interventions and risk factors listed above,can be found in¢he 6 Tags/Records:Shellstock 590.004(E) Preventing Contamination from Employees* 1 g Proper Cooling of PHFs following sections of the Food Code and 105 CMR 590.000 3-202.18 Shellstock Identification* 13 Handwashing Facilities 3-501.14(A) Cooling Cooked PHFs from 140°F to 70°F 3-203.12 Shellstock Identification Maintained* Conveniently Located and Accessible Within 2 Hours and From 70°F to 41°F/45°F Item Good Retail Practices FC 1590.000 Tags/Records:Fish Products 5-203.11 Numbers and Capacities* Within 4 Hours* 23. Management and Personnel FC-2 .003 * 5-204.11 Location and Placement* 3-501.14(B) Cooling PHFs Made from Ambient 24. Food and Food Protection FC-3 004 3-402.11 Parasite Destruction Temperature Ingredients to 41°F/45°F 25. Equipment and Utensils FC-4 .005 3-402.12 Records,Creation and Retention* 5-205.11 Accessibility,Operation and Maintenance 2 .006 Within 4 Hours* 26. Water,Plumbing and Waste FC-5 590.004(J) Labeling of Ingredients* Supplied with Soap and hand Drying Devices Facility FC-5 7 Conformance with Approved Procedures/ 6-301.11 Handwashing Cleanser,Availability 27 .00 . Poisonous. Physical Fa ci lity Toxic Materials FC-7 .008 HACCP Plans 6-301.12 Hand Drying Provision + 29. 1 S ecial Re quirements equirements .009 3-502.11 Specialized Processing Methods* 30. 1 Other 3-502.12 Reduced-Oxygen Packaging Criteria* 8-103.12 Conformance with Approved Procedures* S:590Formback6-2doc *Denotes critical item in the federal 1999 Food Code or 105 CMR 590.000. *Denotes critical item in the federal 1999 Food Code or 105 CMR 590.000.' CV/aFiKE r TOWN OF BARNSTABLE. HEALTH INSPECTOR•s Establishment Name: Date: pl of OFFICE HOURS GGGGJJJJ PUBLIC HEALTH DIVISION 8:00-9:30A.M. BARNSTABLE. ` 200 MAIN STREET 330-4:30 P.M. Item Code C-Critical Item DESCRIPTION OF VIOLATION/PLAN OF CORRECTION Date Verified �A M639;a 0� HYANNIS,MA 02601 MON.-FRI. No Reference R-Red Item PLEASE PRINT CLEARLY rEU MPS 508-862-4644 FOOD ESTABLISHMENT INSPECTION REPORT Name Dat Tvne of T e ns ection O eration s In Address Risk F t = ection aA Level Previous Inspection Telephone �kesidential Kitchen Date: L tf�1 Mobile Pre-operation Owner HACC Y/N Temporary Suspect Illness Caterer General Complaint Person in Charge(PIC) Time Bed&Breakfast HACCP LA k2 In: Other Inspector Out: P Each violation checked requires an explanation on the narrative page(s)and a citation of specific provision(s)violated. Violations Related to Foodborne Illness Interventions and Risk Factors(Red Items) Anti-Choking 590.009(E) ❑ Violations marked may pose an imminent health hazard and require immediate corrective Tobacco 590.009(F) ❑ Action as determined by the Board of Health. Allergen Awareness 590.0,09�(G) ❑ FOOD PROTECTION MANAGEMENT ❑ 12.Prevention of Contamination from Hands ❑ 1.PIC Assigned/Knowledgeable/Duties ❑ 13.Handwash Facilities EMPLOYEE HEALTH PROTECTION FROM CHEMICALS ( L�J 1 �' S ❑ 2.Reporting of Diseases by Food Employees and PIC ❑ 14.Approved Food or Color Additives - ❑ 3.Personnel with Infectious Restricted/Excluded ❑ 15. Toxic Chemicals FOOD FROM APPROVED SOURCE TIMEITEMPERATURE CONTROLS(Potentially Hazardous Foods) ❑4.Food and Water from Approved Source ❑ 16.Cooking Temperatures ❑ 5.Receiving/Condition ❑ 17.Reheating ❑ 6.Tags/Records/Accuracy of Ingredient Statements ❑ 18.Cooling S ❑ 7.Conformance with Approved Procedures/HACCP Plans ❑ 19.Hot and Cold Holding Ir PROTECTION FROM CONTAMINATION ❑ 20.Time As a Public Health Control i ❑8.Separation/Segregation/Protection REQUIREMENTS FOR HIGHLY SUSCEPTIBLE POPU TIt7 S(H ) ❑9.Food Contact Surfaces Cleaning and Sanitizing ❑21.Food and Food Preparation for HSP ❑ 10.Proper Adequate Handwashing CONSUMER ADVISORY ❑ 11.Good Hygienic Practices ❑ 22.Posting of Consumer Advisories Violations Related to Good Retail Practices(Blue Items) Total Number of Critical Violations _ Critical(C)violations marked must be corrected immediately. (blue&red items) Corrective Action Required: ❑ No ❑ Yes Non-critical(N)violations must be corrected immediately or Overall Rating ` within 90 days as determined by the Board of Health. ❑ Voluntary Compliance ❑ Employee Restriction/Exclusion ❑ Re-inspection Scheduled ❑ Emergency Suspension C N Official Order for Correction:Based on an inspection today,the items checked indicate violations of 105 CMR 590.000/Federal Food Code. ❑ Embargo ❑ Emergency Closure ❑ Voluntary Disposal ❑ Other: 23.Management and Personnel (FC-2)(590.003) This report,when signed below by a Board of Health member or its agent A=Zero critical violations and no more than 3 non-critical violations. F=3 or more critical violations.9 or more non-critical violations, 24.Food and Food Preparation (FC-3)(590.004) constitutes an order of the Board of Health. Failure to correct violations regardless of the number of critical,results in an F. 25.Equipment and Utensils (FC-4)(590.005) cited in this report may result in suspension or revocation of the food B-One critical violation and less than non-critical violations if no critical violations observed,4 too 6 von-critical violations=B. Seriously Critical Violation=F is scored automatically if: no hot 26.water,Plumbing and Waste (FC-5)(590.006) establishment permit and cessation of food establishment operations. If 27.Physical Facility (FC-6)(590.007) aggrieved by this order,you have a right to a hearing. Your request must C=2 critical violations and less than 9 non-critical. If no critical ' water,sewage back-up,infestation of rodents or insects,or lack of ( )( 28.Poisonous or Toxic Materials FC-7 590.008) be in writing and submitted to the Board of Health at the above address violations observed,7 to 8 non-critical violations. If 1 critical refrigeration. violation,4 to 8 non-critical violations=C. 29.Special Requirements (590.009) within 10 days of receipt of this order. � - 30.Other DATE O RE-INSPECTION: �✓�� Inspector's Signature Print: 31.:Dzster creened from public view Iv� Permit Posted? N Grease Trap Previous Pumping Date Grease Rendered Y N ALID #Seats Observed Frozen Dessert Machines: Outside Dining Y N PIC's Si a re Print: Self Service Wait Service Provided Grease Trap Size Variance Letter Posted Y N (�(� Dumpster Screen? Y N t ' Violations related to Foddborne Illness Violations Related to Foodborne Illness Interventions Interventions and Risk Factors(Red Items 1-22) and Risk Factors(Red Items 1-22) (Cont.) FOOD PROTECTION MANAGEMENT PROTECTION FROM CONTAMINATION PROTECTION FROM CHEMICALS 3-501.14(C) PHFs Received at Temperatures According to 1 590.003(A) Assignment of Responsibility* 8 Cross-contamination 1q Food or Color Additives Law Cooled to 41°F/45°F Within 4 Hours* 590.003(B) Demonstration of Knowledge* 3-302.11(A)(1) Raw Animal Foods Separated from 3-202.12 Additives* 3-501.15 Cooling Methods for PHFs -I - - - - - - Cooked and RTE Foods.* * 19 - _ PHF Hot and Cold Holding_ 2=103.1-1 Person-in--Charge Duties 3-302.14, r. Protection from Unapproved Additives - � - Contamination from Raw Ingredients 15 Poisonous or Toxic Substances 3-501.16(B) Cold PHFs Maintained At or Below 41°F/45°F EMPLOYEE HEALTH 3-302.11(A)(2) Raw Animal Foods Separated from Each 7-101.l I Identifying Inform 590.004(F)- Other* 3-501.16(A) Hot PHFs Maintained At or Above 140°F*ation-Original Containers* 2 590.003(C) Responsibility of the Person-in-Charge to - 7-102.11 Common Name-Working Containers* - - Require Reporting by Food Employees and Contamination from the Environment 3-501.16(A) Roasts Held At or Above 130°F* 7-201.11 Separation-Storage* Applicants* 3-302.11(A) Food Protection* P g 20 Time as a Public Health Control 7-202.11 Restriction-Presence and Use* 590.003(F) Responsibility of A Food Employee or An 3-302.15_ _ _Washing Fruits and Vegetables 3-501.19 Time as a Public Health Control* Applicant To Report To The Person In Charge* * 7.202.12 Conditions of Use* 590.004 11 - Variance Requirements 590.003(G) Reporting by Person in Charge* Contamination from the Consumer 3-304.11 Food Contact with Equipment and Utensils 7-203.11 Toxic Containers-Prohibitions* ( ) q - - - 3 590.003(D) Exclusions and Restrictions* * 7-204.11 Sanitizers,Criteria-Chemicals* REQUIREMENTS FOR 3-306.14(A)(B)Returned Food and Rrated or of Food 7-204.12 Chemicals for Washing Produce,Criteria* HIGHLY SUSCEPTIBLE POPULATIONS HSP 590.003(E) Removal of Exclusions and Restrictions g � ) Disposition of Adulterated or Contaminated - - - Food 7.204.14 Drying Agents,Criteria* 21 3-801.11(A) Unpasteurized Pre-Packaged Juices and FOOD FROM APPROVED SOURCE 3-701.11 Discarding or Reconditioning Unsafe Food* 7-205.11 Incidental Food Contact,Lubricants* Beverages with Warning Labels* q Food-and Water From Regulated Sources 9 Food Contact Surfaces 7-206.11 Restricted Use Pesticides,Criteria* 3-801.11(B) Use of Pasteurized Eggs* 590.004A-B Compliance with Food Law* * 3-801.11(D) Raw or Partially Cooked Animal Food and ( ) P - 4-501.111 Manual Wazewashing-Hot Water 7.206.12 Rodent Bait Stations * 3-201.12 Food in a Hermetical) Sealed Container* Sanitization Temperatures* Raw Seed Sprouts Not Served . y Pe 7-206.13 Tracking Powders,Pest Control and 3-201.13 Fluid Milk and Milk Products* 4-501.112 Mechanical Wazewashing-Hot Water Monitoring* 3-801.11(C) Unopened Food Package Not Re-Served* 3-202.13 - j Shell Eggs* _ Sanitization Temperatures* TIME/TEMPERATURE CONTROLS 3-202.14 Eggs and Milk Products,Pasteurized* 4-501.114 Chemical Sanitization-Temp.,pH. 16 Proper Cooking Temperatures for PHFs CONSUMER ADVISORY 3-202.16 Ice Made From Potable Drinking Water* Concentration and Hardness* - 3-401.11A(1)(2) Eggs-155°F 15 sec 22 3-603.11 Consumer Advisory Posted for Consumption of 5-101.11 Drinking Water from an Approved System* Eggs 4-601.11(A) Clean Utensils and Food Contact Surfaces of E s-Immediate Service 145°F 15 sec* Animal Foods That are Raw,Undercooked or Equipment* Not Otherwise Processed to Eliminate 590.006(A) Bottled Drinking Water* 3-401.11(A)(2) Comminuted Fish,Meats&Game Pathogens* Elf give 1112001 4-602.1.1 Cleaning Frequency of Utensils and Food Animals-155°F 15 sec* 590.006(B) Water Meets Standards in 310 CMR 22.0* Contact Surfaces of Equipment* 3-302.13 Pasteurized Eggs Substitute for Raw Shell - Shellfish and Fish From an Approved Source 3-401.11(B)(1)(2) Pork and Beef Roast-130°F 121 min* Eggs* 4-702.11 Fregd�ncy of Sanitization of Utensils and Food 3-401.11(A)(2) Ratites,Injected Meats-155°F 15 sec* 3-201.14 Fish and Recreationally Caught Molluscan Contact Surfaces of Equipment* Shellfish* 4-703.11 Methods of Sanitization-Hot Water and 3-401.11(A)(3) Poultry,Wild Game,Stuffed PHFs SPECIAL REQUIREMENTS 3-201.15 Molluscan Shellfish from NSSP Listed Chemical* Stuffing Containing Fish,Meal,Poultry or 590.009 A( )-(D) Violations of Section 590.009(A)-(D)in cater- * Ratites-165°F 15 sec* in mobile food,temporary and residential Sources g� P azY 10 Proper,Adequate Handwashing 3-401.11(C)(3) Whole-muscle,Intact Beef Steaks 145°F* kitchen operations should be debited under Game and Wild Mushrooms Approved By E2-30EI.14 Clean Condition-Hands and Arms* Regulatory Authority 3-401.12 Raw Animal Foods Cooked in a Microwave the appropriate sections above if related to 3-202.18 Shellstock Identification Present* Cleaning Procedure* 165°F* foodbome illness interventions and risk factors. * When to Wash* 3-401.11 A 1 b All Other PHFs-145°F 15 sec* Other 590.009 violations relating to good retail 590.004(C) Wild Mushrooms ( )( )( )* 11Good Hygienic Practices 17 Reheating for Hot Holding practices should be debited under#29-Special 3-201.17 Game Animals Requirements. 5Receiving/Condition Eating,Drinking or Using Tobacco* 3-403.11(A)&(D) PHFs 165°F 15 sec* 3-202.11 PHF's Received at Proper Temperatures* 2-401.12 Discharges From the Eyes,Nose and Mouth* 3-403.11(B) Microwave-165°F 2 Minute Standing Time* VIOLATIONS RELATED TO GOOD RETAIL PRACTICES * 3-301.12 Preventing Contamination When Tasting* 3-403.11 C Commercial) Processed RTE Food-140°F* (Blue Items 23-30) 3-202.15 Package Integrity ( ) y Critical and non-critical violations,which do not relate to the foodborne 12 Prevention of Contamination from Hands 3-403.11E Remaining Unsliced Portions of Beef Roasts* 3-101.11 Food Safe and Unadulterated* � ( ) g illness interventions and risk factors listed above,can be found in the 6 Tags/Records:Shellstock 590.004(E) Preventing Contamination from Employees* 18 Proper Cooling of PHFs following sections of the Food Code and 105 CMR 590.000 * 13 Handwashing Facilities 3-501.14 A CoolingCooked PHFs from 140°F to 70°F 3-202.18 Shellstock Identification ( ) Item Good Retail Practices FC 590.000 3-203.12 Shellstock Identification Maintained* Conveniently Located and Accessible Within 2 Hours and From 70°F to 41°F/45°F Tags/Records:Fish Products 5-203. 11 Numbers and Capacities* Within 4 Hours* 23. Management and Personnel FC-2 .003 24. Food and Food Protection FC-3 .004 3 402.11 Parasite Destruction* 5-204.11 Location and Placement* 3-501.14(B) Cooling PHFs Made from Ambient Temperature Ingredients to 41°F/45°F q 25. Equipment ment and Utensils FC-4 .005 3-402.12 Records,Creation and Retention* 5-205.11 Accessibility,Operation and Maintenance Within 4 Hours* 26. Water,Plumbing and Waste FC-5 .006 590.004(J) labeling of Ingredients* Supplied with Soap and hand Drying Devices 27. Physical Facility FC-6 .007 7 Conformance with Approved Procedures/ 6-301.11 Handwashing Cleanser,Availability 28. 1 Poisonous or Toxic Materials FC-7 .008 HACCP Plans 6-301.12 Hand Drying Provision 129. 1 Special Requirements 009 3-502.11 Specialized Processing Methods* 130. 1 Other 3-502.12. Reduced-Oxygen Packaging.Criteria* _ 8-103.12 Conformance with Approved Procedures* S:590Formback6-2doc *Denotes critical item in the federal 1999 Food Code or 105 CMR 590.000. *Denotes critical item in the federal 1999 Food Code or 105 CMR 590.000. OfIK qty Barnstable Town of Barnstable `" MAS& & ' Board of Health039. I 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Paul Canniff,D.M.D. FAX: 508-790-6304 Donald Guadagnoli,M.D. Junichi Sawayanagi December 22, 2016 Mr. Winston Steadman All Cape Environmental Services, Inc. P.O. Box 235 Yarmouthport, MA 02675-02355 ,RE SapinfWstewrEflut, mInvatv /A System atthOmo ae efro n e r yster. Harbors Club, 170 Grand Island Dr1ve; Osterville,. Dear Mr. Steadman, During the public meeting of the Board of Health held on December 20, 2016, the Board voted to approve an influent and effluent monitoring plan in regards to sampling and testing the innovative/alternative system located at 170 Grand Island Drive as follows: • Effluent sampling of BOD,TSS, TKN,NH4,NO2,NO3, alkalinity,pH,turbidity, and DO shall occur once each month during the months of June, July, August, and September each year, for a minimum of two years. • Influent sampling of BOD5, TSS,NH4 and TKN shall occur once each month during the months of June, July, August, and September each year, for a minimum two year period. After the two year period has ended (after eight influent and effluent tests) the applicant may request permission to request the frequency of influent and effluent testing from the Board of Health. ince ly, Paul anniff D. Chairman BOARD OF HEALTH Q:WP/Steadman Oyster Harbors Club Monitoring Plan 2016.docx s u N lr�C,I N C TI ►T 9�0 i rl -- aYyer, 14Mf�- (!-Ld I 10 G KPrab =:r-l w ram, 0-(' All.Cape Environmental Services Inc. P.O. Box 235 Yarmouth Port Ma. 02675-0235 www.aIIcaPeenvironmentaIservice.com had with the step system proposed, is that it is filtered and the filter with grow a fixed film that will help in the reduction in BOD5. Should the need arise the proposed STEP system could be removed without disrupting flow. I would like to bring up that this system is situated on a 12 acre parcel and if it were residential housing there could be (in theory)48 bedrooms without the requirement of treatment. This does not include the actual golf course which is 134 acres. So the mass daily load in that area is low, even when the system does not meet permit limits. Proposed monitoring plan of the system shall'be as follows; • No monitoring from January until June 15 • June 15th Influent sampling of BOD5,TSS, NH4,and TKN, Effluent sampling of BOD5,TSS,TKN, NH4, NO2, NO3,Alkalinity, along with field sampling of DO,Turbidity, PH.Sludge Depth in FAST tank and Septic Tank.Step system report on flows and timer override events. • July 15th Influent Testing of BOD5&TSS, Effluent Testing of BOD5&TSS,field sampling of DO,Turbidity, PH.Sludge Depth in FAST tank and Septic Tank.Step system report on flows and timer override events. • August 15th Influent sampling of BOD5,TSS, NH4, and TKN, Effluent sampling of BOD5,TSS,TKN, NH4, NO2, NO3, Alkalinity,along with field sampling of DO,Turbidity, PH.Sludge Depth in FAST tank and Septic Tank.Step system report on flows and timer override events. e September 15`h Influent sampling of BOD5,TSS, NH4,and TKN, Effluent sampling of BODS,TSS,TKN, NH4, NO2, NO3, Alkalinity,along with field sampling of DO,Turbidity, PH.Sludge Depth in FAST tank and Septic Tank.Step system report on flows and timer override events. • September 161 thru December no testing All Cape Environmental Services Inc. P.O. Box 235 Yarmouth Port Ma. 02675-0235 www.allcapeenvironmentalservice.com 11/22/2016 2:15 PM Town of Barnstable Barnstable Board of Health 367 Main Street Hyannis,MA. 02601 Dear Members of the Board I am proposing an effluent STEP system at the Oster Harbors Club Grand Island Drive Osterville. The reason for proposing this system is in response to a biologically overloaded system(during peak usage months),the use of this system will allow an equalizing effect to take place in the primary settling tank. This will accomplish two objectives. The first being—to give the incoming effluent time to settle and the effluent from the grease trap time to cool and settling out more FOG. The STEP system is also filtered to 1/8" and will grow a biomass that will help with pretreatment, reducing BOD5 &TSS levels. The second—Give the FAST system a more constant flow and reducing the spike flows by allowing the daily flow to be stretched out over a 24 hour period vs the 6 to 12 hours that is happening now. The STEP system is to be installed in such a manner as to not change the current invert out. If there is a power failure or a pump failure the existing invert out will be available to carry the effluent to the treatment tank by gravity. Please find enclosed a sketch outlining the set-up of the STEP System,the MADEP General Approval of the STEP system,a manufactures cut sheet,an outline of the current BODS loading and historical treatment results, and a manufactures cut sheet for 4.5 fast system. Since ly Winston A.Steadman II Operator C� 'P ( `% Pro Step System will be set on a 15 minute cycle And pumping 30 gallons per cycle, for a total of Up to 2880 gallons in a 24 hour period. Cycle Time is adjustable 12 min airspace - _ - Max Liquid level I ' Flexible tubing to used in pro step Max 36"- 5,145 gal Discharge and run into the existing Pro Equalization zone 4"outlet pipe. During a pump failure or power outage the original outlet Invert Step Will become active and flow can continue until power or pump is restored. 7'-0„ 000 37„ Min 48"-6,850 gal Settling Zone N.T.S i i D Commonwealth of Massachusetts Executive Office of Energy&Environmental Affairs Department of Environmental Protection One Winter Street Boston, MA 02108.617-292-5500 Charles D.Baker Matthew A.Beaton Governor Secretary Karyn E.Polito Martin Suuberg Lieutenant Governor Commissioner CERTIFICATION FOR GENERAL USE Pursuant to Title 5, 310 CMR 15.000 Name and Address of Applicant: Orenco Systems,Inc 814 Airway Ave. Sutherlin, OR 97479 Trade name of technology and model number:ProStepTM Effluent Pumping Systems—PSA-X and PSB-X Biotube®Pump Vault—PVU-X and PV-X (hereinafter the "System" ). Schematic drawings of the System, operating manual and inspection checklist are available from the manufacturer. Transmittal Number: X227956 Date of Issuance: September 29, 2009, revised March 20, 2015 Authority for Issuance Pursuant to Title 5 of the State Environmental Code, 310 CMR 15.000, the Department of Environmental Protection hereby issues this Certification to: Orenco Systems, Inc 814 Airway Ave. Sutherlin, OR 97479 (hereinafter, "the Company"), for General Use in the Commonwealth of Massachusetts of the System described herein. Sale and use of the System are conditioned on and subject to compliance by the Company and the System owner with the terms and conditions set forth below. Any noncompliance with the terms or conditions of this Certification constitutes a violation of 310 CMR 15.000. March 20,2015 David Ferris,Director Date Wastewater Management Program Bureau of Water Resources This information is available in alternate format.Call Michelle Waters-Ekanem,Diversity Director,at 617-292-6761.TTY#MassRelay Service 1-800.439-2370 MassDEP Website:www.mass.gov/dep Printed on Recycled Paper Certification for General Use Page 2 of 4 Effluent Pumping System-ORENCO I. Purpose - 1. The purpose of this Certification is to allow the use of the System in Massachusetts on a General Use basis. 2. With the necessary permits and approvals required by 310 CMR 15.000,this Certification authorizes the use of the System in Massachusetts. 3. The System may be installed on all facilities where a system in compliance with 310 CMR 15.000 exists on site or could be built and for which a site evaluation in compliance with 310 CMR 15.000 has been approved by the local approving authority; or by DEP if DEP approval is required by 310 CMR 15.000. 11. Design Standards 1. The System consists of a filter cartridges mounted in a pump vault that is placed in the outlet end of the septic tank. The pumping vault is designed for use with 4 inches turbine effluent pump. The filter cartridges are constructed of an array of filter tubes. The pump vault, which is suspended from the tank access opening, functions as a separate pumping compartment within the tank, equipped with its own filter. 2. The System shall be installed in a second compartment septic tank or the last tank in two tank series. When the system is installed in the two-compartment septic tank, the tank shall be constructed with flow-through posts in the baffle separating the two compartments, to maintain an equal liquid level throughout the tank. Any tank in which the System is' installed shall be cast or manufactured with opening large enough to permit the installation of the System with out modifying the tank. 3. The septic tank, in which the System is to be installed, shall comply with retention time and any applicable requirements in 310 CMR 15.223; 15, 224; 15.225, and 15.227. 4. The septic tank, in which the System is to be installed, shall have a minimum one day of flow emergency storage, which can be assessed from the high-level alarm to inlet invert as required by 310 CMR 15.231(2). III. General Conditions 1. The provisions of 310 CMR 15.000 are applicable to the use of the System, except those that specifically have been varied by the terms of this Certification. 2. The facility served by the System, and the System itself, shall be open to inspection and sampling(if any)by the Department and the local approving authority at all reasonable times. 3. In accordance with applicable law, the Department and the local approving authority may require the System owner to cease use of the System and/or to take I , Certification for General Use Page 3 of 4 Effluent Pumping System-ORENCO any other action as it deems necessary to protect public health, safety, welfare or the environment. 4. Design, installation and use of the System shall be in strict conformance with the Company's DEP approved plans and specifications and 310 CMR 15.000, subject to this Certification. IV. Conditions Applicable to the System Owner 1. The System is approved for use in the treatment and disposal of sanitary sewage only. Any wastes that are non-sanitary sewage, generated or used at the facility served by the System, shall not be introduced into the on-site sewage disposal system and shall be lawfully disposed of. 2. Prior to installation the system in an existing septic system, the system owner shall obtain approval from the local approving authority for the proposed modification of the system. If the system is a failed, failing, or nonconforming system, the system shall be upgraded in accordance with 310 CMR 15.404. 3. The System owner shall at all times properly operate and maintain the System and the onsite sewage disposal system in which the System is installed. 4. The system owner shall have a septage hauler, licensed by the local board of health in accordance with G.Uc. III s. 31A and 310 CMR 15.502, service the filter regularly, at least once every year and inspect pumps, alarm and other equipment in accordance with 310 CMR 15.254(2). The system owner shall report in writing to the local Board of Health within 30 days of the date of servicing every time the pump is serviced. 5. The System owner shall furnish the Department any information that the Department requests regarding the operation and performance of the System, within 21 days of the date of receipt of that request. V. Conditions Applicable to the Company 1. The Company shall notify the Department's Director of Wastewater Management Program at least 30 days in advance of any proposed transfer of ownership of the technology for which this Certification is issued. Said notification shall include the name and address of the proposed new owner and a written agreement between the existing and proposed new owner containing a specific date for transfer of ownership, responsibility, coverage and liability between them. All provisions of this Certification applicable to the Company shall be applicable to successors and assigns of the Company, unless the Department determines otherwise. 2. The Company shall furnish the Department any information that the Department requests regarding the System, within 21 days of the date of receipt of that request. -- I Certification for General Use Page 4 of 4 Effluent Pumping System-ORENCO 3. Prior to any sale of the System, the Company shall provide the purchaser with a copy of this Certification. In any contract for distribution or sale of the System, the Company shall require the distributor or seller to provide the purchaser of the System,prior to any sale of the System, with a copy of this Certification. 5. The Company shall prepare an installation, and operation and maintenance manual specifically detailing procedures for installation and operation of the System. The Company or its agent shall provide the purchaser a copy of this document. VI. Reporting 1. All" submittals of notices and documents to the Department required by this Certification shall be submitted to: Director Wastewater Management Program Department of Environmental Protection One Winter Street—5th floor Boston,Massachusetts 02108 VII. Rights of the Department 1. The Department may suspend, modify or revoke this Certification for cause, including, but not limited to, non-compliance with the terms of this Certification, non-payment of an annual compliance assurance fee, for obtaining the Certification by misrepresentation or failure to disclose fully all relevant facts or any change in or discovery of conditions that would constitute grounds for discontinuance of the Certification, or as necessary for the protection of public health, safety, welfare or the environment, and as authorized by applicable law. The Department reserves its rights to take any enforcement action authorized by law with respect to this Certification, the System, the owner, or operator of the System and the Company. r r , Orencv Universal Biotube" Pump Vaults For use with Orenc& 4-inch (100-mm) Suhmersihle Effluent Pumps Applications General Orenco Biotube®Pump Vaults are used to filter effluent that is pumped The Orenco Biotube Pump Vault includes a molded polyethylene hous- from septic tanks or separate dosing tanks in STEP systems and onsite ing with an internal Biotube filter cartridge constructed of polypropylene wastewater treatment systems.They remove two-thirds of suspended and PVC,Schedule 80 PVC support pipes are included to suspend the solids,on average.Pump vaults house a Biotube effluent filter and one vault in a tank opening."Earless"68-inch(1727-mm)vaults,which rest or two Orenco high-head effluent pumps and can be used in single- on the bottom of the tank instead of on support pipes,are also available. compartment septic tanks with flows up to 40 gpm(2.5 Usec).When The filter cartridge can be removed without pulling the pump or the vault. flows are greater than 40 gpm(2.5 Usec),a double-compartment sep- Effluent enters through inlet holes around the perimeter of the Biotube tic tank or separate dosing tank is recommended. vault and flows through the Biotubes to the external flow inducer.The external flow inducer accommodates one or two pumps.Orenco Biotube Pump Vaults are covered by U.S.patents#4,439,323 and 5,492,635. Support pipe _y- Standard Models PVU57-1819,PVU68-2419,PVU84-2419,PVU95-3625. ' R f. Product Code Diagram PVU 0 K - 36 25 - KI External flow inducer I Support pipe length: Blank =standard,for 24"(600 mm)riser L =long,for 30"(750 mm)riser NB =no support pipe bracket(earless) Inlet hole height,standard: 13"(330 mm) 19"(482 mm) 25"(635 mm) Cartridge height,standard Inlet holes 18"(457 mm) 24"(610 mm) 36"(914 mm) Vault height:' 57"(1448 mm) 68"(1727 mm) 72"(1829 mm) 84"(2134 mm) 95"(2413 mm) or custom specification Biotube•fitter mesh: Blank =1/8"(3.2 mm)mesh P =1/16"(1.6 mm)mesh Side View Universal Pump Vault Custom heights from 42"to 135"available Tank Access and Riser Diameters Materials of Construction Diameter,in.(mm) PVU with PVU with Support pipe Schedule 80 PVC simplex pump duplex pumps Biotube®vault Polyethylene Tank access,minimum 19(483) 19(483) Biotube filter cartridge Polypropylene/PVC Tank access,recommended 20(508) 20(508) Riser,minimum 24(600) 30(750) Float stem Schedule 40 PVC Drain valve ball Polypropylene Orenco Systems®Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA•800-348-9843.541-459-4449•www.orenco.com NTO-PVU-1 Rev.1.3,®09/14 Page 1 of 2 Support pip E es G . r IF 011 C F Top view 2-inch(50-mm)min. r. J H Dimensions A,in.(mm) 3(76) Drain B,in.(mm) 4(102) B -„ ' valve ball C,in.(mm) 17,3(439) D,in.(mm) 16.6(422) Side view cutaway E,in.(mm) 12(305) Specifications Model PVU57-1819 PVU68-2419 PVU84-2419 PVU95-3625 F,vault height,in.(mm) 57(1448) 68(1727) 84(1727) 95(2413) G,lowest float setting point,in.(mm) 29(737) 35(889) 51 (1295) 50(1270) H,inlet hole height,in.(mm)* 19(483) 19 in.(483) 19(482) 25(635) J,Biotube®cartridge height,in.(mm) 18(457) 24(610) 24(610) 36(914) Biotube mesh opening,in.(mm) 0.125(3) 0.125(3) 0.125(3) 0.125(3) Filter flow area,ft2(m� 4.4(0.4) 5.9(0.5) 5.9(0.5) 9.0(0.84) Filter surface area,ft2(m� 14.5(1.35) 19.7(1.83) 19.7(1.83) 30(2.79) Maximum flow rate,gpm(Usec) 140(8.8) 140(8.8) 140(8.8) 140(8.8) May vary depending on the configuration of the tank. NTD-Pw-1 Orenco Systems®Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA•800-348-9843•541-459-4449•www.crenco.com Rev.1.3,0 09/14 Page 2 of 2 All Cape Environmental Services Inc. P.O. Box 235 Yarmouth Port Ma. 02675-0235 www.allcapeenvironmentalservice.com BOD5 LOADING of SYSTEM In Massachusetts we design septic systems for hydraulic flow. The I/A manufacture's design and rate there systems on BOD5 loading, and give their treatment potential in GPD. The standard BOD5 loading that is used by most manufactures is 100-250 mg/l. The NSF standard 40 (which the FAST system has approval for) states residential effluent strength to be BOD5 100-300mg/1 and TSS 100-350mg/1. This system would have gone under trials to push the limit of treatment. To understand the relationship between strength and flow you have to convert to pounds of BOD5 per day. The calculation is as follows(flow in Mgd)(concentration mg/1)(8.34)=pounds per day of BOD5 So a 4.5 FAST system is rated at 4500 gallons per day with a BOD5 loading of 240 mg/1 (.0045 Mgd)(240 mg/1)(8.34 lbs.) = 91bs./day BOD5 Per the water department records—I came up with an average flow of 604,000 gallons for the past two years. Then deducted the first 6 months use of 168,000 to come up with a June to January use of 435,000 gallons,this usage is skewed as the majority of the use is between mid-June Thru mid-September(3 month period)by using the above calculation I came up with an average flow per day of 2,384 (it may be higher some days than others but I needed a place to start)By using the average influent of 666 mg/l we get a loading of(.002384 Mgd)(666 mg/1)(8.34)= 13.24 lbs. per day of Bod5,that gives me a 4.241bs. surplus of BOD5 not terrible bad except that this distributed to the FAST unit between 6 and 12 hours instead of 24 hours. These figures are general as some days we may not get less than that kind of loading and some days we may get more. The short time frame that the system receives flow creates an oxygen demand problem,typically DO needs to be at least 2.0 mg/1 (FAST systems are more like 6 or 7 mg/1 of DO) for the biological process to thrive. Anything below 2.0 mg/l causes a slowdown in the reduction of BOD5. During times of high flow the DO readings at the splash plate (where DO should be at Saturation levels)was below lmg/1 This creates a bit of a catch 22 as more flow comes in more oxygen demand is put on the system, so it is unable to catch up until later in the day after flow is slowed or stops. The bacteria are always stressed because of the lack of oxygen, which causes them to slow down and die off quicker creating more sludge, which causes more oxygen demand and so on and so on. Peak season the system is struggling to keep up. With all of this being said please see the BOD5 chart enclosed. We are still getting an average reduction rate of 96%on BOD5. One thing I would like to mention is that in order to de-nitrify BOD5 and TSS have to be reduced significantly and we need a surplus of Dissolved Oxygen(DO) With the STEP system I am hoping to equalize the flow out over 24 hours which will provide much better treatment. I will be able to also log daily flow volume based off actual run times. Using the existing tank and reducing the liquid level from 7' to 4' and using the 3' as the equalization volume.No volume will be required above the alarm float as at that point the effluent will be able to go gravity to the treatment unit, as it does now. Another bonus.effect that will be f CZIe� C ► a v-5-i r-r. 14A&Zt.,,3 (�Ld i10 Ali Cape Environmental Services Inc. P.O. Box 235 Yarmouth Port Ma. 02675-0235 www.aIIcapeenvironmentaIservice.com had with the step system proposed, is that it is filtered and the filter with grow a fixed film that will help in the reduction in BODS. Should the need arise the proposed STEP system could be removed without disrupting flow. I would like to bring up that this system is situated on a 12 acre parcel and if it were residential housing there could be (in theory)48 bedrooms without the requirement of treatment. This does not include the actual golf course which is 134 acres. So the mass daily load in that area is low, even when the system does not meet permit limits. Proposed monitoring plan of the system shall be as follows; • No monitoring from January until June 15 • June 15t' Influent sampling of BODS,TSS, NH4,and TKN, Effluent sampling of BODS,TSS,TKN, NH4, NO2, NO3,Alkalinity, along with field sampling of DO,Turbidity, PH. Sludge Depth in FAST tank and Septic Tank. Step system report on flows and timer override events. • July 15th Influent Testing of BODS&TSS, Effluent Testing of BODS&TSS,field sampling of DO,Turbidity, PH.Sludge Depth in FAST tank and Septic Tank.Step system report on flows and timer override events. • August 15th Influent sampling of BODS,TSS, NH4,and TKN, Effluent sampling of BODS,TSS,TKN, NH4, NO2, NO3, Alkalinity,along with field sampling of DO,Turbidity, PH.Sludge Depth in FAST tank and Septic Tank.Step system report on flows and timer override events. • September 15th Influent sampling of BODS,TSS, NH4,and TKN, Effluent sampling of BODS,TSS,TKN, NH4, NO2, NO3, Alkalinity,along with field sampling of DO,Turbidity, PH.Sludge Depth in FAST tank and Septic Tank.Step system report on flows and timer override events. • September 16th thru December no testing f 1 � Ali Cape Environmental Services Inc. P.O. Box 235 Yarmouth Port Ma. 02675-0235 www.alIcapeenvironmentaIservice.com BOD5 LOADING CHART Flow rate AVG/GPD 2,384 Average 4500 gpd DATE INFLUENT EFFLUENT Reduced LBS/DAY LBS/DAY 12/28/2007 400 7.3 98.18 7.95 15.01 6/30/2008 140 43.2 69.14 2.78 5.25 9/23/2008 520 2 99.62 10.34 19.52 4/9/2009 950 2 99.79 18.89 35.65 6/30/2009 270 8.6 96.81 5.37 10.13 9/29/2009 1090 37 96.61 21.67 40.91 7/20/2010 2650 61.7 97.67 52.69 99.45 10/7/2010 3060 40 98.69 60.84 114.84 10/10/2012 1300 8 99.38 25.85 48.79 8/5/2014 240 32 86.67 4.77 9.01 8/6/2015 1440 264 81.67 28.63 54.04 3/31/2016 1810 22.2 98.77 35.99 67.93 6/9/2016 980 12 98.78 19.48 36.78 AVERAGES 1 1142.31 41.54 96.36 22.71 42.87 Please note that some data was eliminated due to questionable results and missing influent or effluent sample for a particular date. 10"[25] OMIN NOTES 24"Sb MIN vent pipe 1. Airline piping to FASTO may not exceed 100 FT[30m] total length see note 2 and have a maximum of 4 elbows in the piping system.For [61 cm]MIN distances greater than 100 FT[30m] consult factory.Blower must Observation Port be located above flood levels on a concrete base 56.8"X 35.8" All plumbing and venting X 2.5"[144 X 91 X 6.35cm] minimum. must use water tight 2. Vent to desired location and cover opening with a vent grate gaskets must be secured with at least 20 sq in.[125 sq.cm)open surface area.Secure Inspection/ see notes 2 5 with stainless steel screws.Vent piping must not allow Pump out Ports condensate build up or create back pressure.Vent must be see notes 3-5 above finished grade or higher(see sheet 4 of 4). 4"0 FASTO treated 3. All appurtenances to FASTO(e.g.tanks,access ports, electrical, effluent pipe etc.) must conform to all applicable country,state,province, 3"[8) MIN note 7 and local plumbing and electrical codes.Pump out access shall Blower Piping see note 9 be adequate to thoroughly clean out both zones. see note - - - 4. All inspection,viewing and pump out ports must be secured to = 19"MIN prevent accidental or unauthorized access. [48,3 MIN] 5. Tank,piping,conduit,etc.are provided by others.Blower control - system by Bio-Microbics,Inc.See Installation Manual. Treated Inffluent :: 35 1/4" 6. If less than the specified minimum is considered necessary, see note 8 [89.5) 47 1/4"MIN consult factory for guidance. �x `� [120 MIN] 7. All piping and ancillary equipment installed after FAST must not ' TV impede or restrict free flow of effluent. 8. The tank(s) shall be designed to prevent air passage between the settling zone/tank and the treatment zone and preventing Treatment Zone 12" see note 1 1 an air lock.Examples include a baffle wall sealed to the lid or 4220 Gallon MIN (16000L MIN] treatment zone inlet line with a pipe cap.Consult factory for [30.5] guidance. 9. The air supply line into the FAST@ unit must be secured to prevent 178"MIN vibration induced damage.The air supply line should be secured with a non-corrosive clamp every 2'min (60 cm].See alternate [452.1 MIN] 8"MIN air supply option on sheet 3 of 3. Lifting hole [20.3 MIN] 10. Specialized treatment levels may require specific features to be incorporated into the design.Consult factory for guidance. 77"+l/2" 79„+1/2" 11. Refer to sheet 3 of 3 for leg extensions requirements. [195.6±1.3] [200.7±1.3] 12. Secure provided support braces to prevent movement. 96"MIN [243.8 MIN] DO NOT SCALE 0 24"MIN 82 1/2"±1/2" [209.6±1.3] UNLESS NOTED [61 MIN] Inspection/ DIMENSIONS INCHES , Pump out port [CENTIMETERS] see notes TOLERANCES BETTER WATER.BETTER WORLIX 3-5 ±0.02 CM Hi hStren thFAST 4.5 FAST Unit Liner Brace See note 12 WEIGHT lb ISIZE1 DRAWINGNUMBER THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF BIO-MICROBICS INC. ANY REPRODUCTION IN PART OR AS A NAME DATE A HSFAST 4.5 with feet SHEET WHOLE WITHOUT THE WRITTEN PERMISSION OF BIO-MICROBICS INC.IS PROHIBITED.DESIGN AND INVENTION RIGHTS ARE RESERVED.IN THE BIO-MICROBICS©2014 1DRAWN CTC 5/10/2006 1 OF 3 INTEREST OF TECHNOLOGICAL ADVANCEMENT,ALL PRODUCTS ARE SUBJECT TO DESIGN AND OR MATERIAL CHANGE WITHOUT NOTICE. CHECKED PF 10/18/2013 REVISED 10/18/2013 REV. INI-06-Z 9 J 3"[7.6cm] MIN 0 air supply line 35 3/4 Electrical conduit inside of the treatment Water tight tank must be made of [90.7] to Bio-Microbics® gasket Stainless steel material. control panel Non-corrosive clamp provided by others Semi flexible air line connections with 3" 0 stainless steel MPT O fittings provided by Non-corrosive Bio-Microbics® clamp every 33" 24"[60cm]MIN [83.8] 56 7/8 [144.5] Flexible airline 35 1/4" with MPT fittings [89.5] 3"MIN Oair supply line utilizing galvanized or stainless steel piping from the blower housing to the Concrete base treatment tank provided by Supplied by others. others DETAIL B SCALE 2 : 55 2 screws per Notes side included 1. Secure leg extension to the FAST®unit by placing two screws on each side of the leg Minimum leg extension (4 screws per foot are included). extension assembl 2. Cut 4"schd.40 PVC pipe(not included) to obtain the desired height.Minimum pipe y length of 11 3/4"(29.7cm].For heights greater then 18"[45.7cm] use schd.80 PVC see notes 1-4 pipe(not included).Consult factory for extending leg beyond 36"[91 cm]. 3. Anchor the leg extensions to the tank with non-corrosive hardware (not Included) at the provided mounting points. 4. If less than the minimum of 12 inches[30.5 cm]is used between the lowest point of the insert and the base of the tank,consult factory for approval. 5. The air supply line into the FAST®unit must be secured to prevent vibration induced 1 1 3/4"MIN damage. The air supply line should be secured with a non-corrosive clamp every 2ft [0.6m]minimum.The unit is supplied with 3"0 semi-flexible airline connections with [29.7 MIN] stainless steel MPT fittings and sample U-shape pipe clamps. 6. Tank,anchors,liner brace,piping conduit,blower,housing pad and vents are provided by others. DO NOT SCALE UNLESS NOTED Q DIMENSIONS ! e ARE IN INCHES [CENTIMETERS] BETTER WATER.BETTER WORLIX TOLERANCES ±0.02 IN/IN [±0.05 CM/CM] HighStrengthFAST 4.5 FAST Unit WEIGHT Ib SIZE DRAWING NUMBER THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF BIO-MICROBICS INC. ANY REPRODUCTION IN PART OR AS A NAME I DATE A HSFAST 4.5 Details SHEET WHOLE WITHOUT THE WRITTEN PERMISSION OF BIO-MICROBICS INC.IS PROHIBITED.DESIGN AND INVENTION RIGHTS ARE RESERVED.IN THE BIO-MICROBICS©2014 DRAWN CTc 5/10/2006 3 OF 3 INTEREST OF TECHNOLOGICAL ADVANCEMENT,ALL PRODUCTS ARE SUBJECT TO DESIGN AND OR MATERIAL CHANGE WITHOUT NOTICE. CHECKED PF 10/18/2013 REVISED 10/18/2013 REV. INI-06-Z J J Specifications for HighStrengthFAST 4.5 Wastewater Treatment System 1.GENERAL The contractor shall furnish and install (1) HighStrengthFAST 4.5 treatment system as manufactured by Bio-Microbics, Inc. The treatment system shall be complete with all needed equipment as shown on the drawings and specified herein. The principal items of equipment shall include FAST System insert,leg extensions,blower assembly, blower controls and alarms. The MicroFAST 4.5 unit shall be situated within a 4,220 Gallon (16,000 L) minimum tank,as shown on the plans. Suggested maximum settling tanks) equaling'/2 to 1 x daily flow must be used prior to FAST. Tank(s) must conform to local,state,and all other applicable codes. The contractor shall provide coordination between the FAST system and tank supplier with regard to fabrication of the tank,installation of the FAST unit and delivery to the job site. 2.OPERATING CONDITIONS The HighStrengthFAST 4.5 treatment system shall be capable of treating the wastewater produced by non-residential or commercial facilities provided the waste contains nothing that will interfere with biological treatment.The FAST system is a biological treatment system not meant for non-biodegradable or industrial wastewater.Consult factory for proper sizing and usage. 3.MEDIA The FAST media shall be manufactured of rigid PVC,polyethylene,or polypropylene and it shall be supported by the polyethylene insert. The media shall be fixed in position and contain no moving or wearing parts and shall not corrode. The media shall be designed and installed to ensure that sloughed solids descend through the media to the bottom of the septic tank. 4.BLOWER The HighStrengthFAST 4.5 unit shall come equipped with a regenerative type blower capable of delivering 90-140 CFM[185-238m3/hr]. The blower assembly shall include an inlet filter with metal filter element. 5.REMOTE MOUNTED BLOWER The blower elevation must be higher than the normal flood level. A two-piece,rectangular housing shall be provided with tamper-proof screws. The discharge air line from the blower to the MicroFAST shall be provided and installed by the contractor. 6.ELECTRICAL The electrical source should be within 150 feet (45 meters] of the blower. Consult local codes for longer wiring distances. All wiring must conform to code.Input power on 60Hz electrical systems 220/460VAC,30, 1 1/4.5 FLA,on 50 Hz electrical systems 230/380VAC,30, 13.4/7.2 FLA.Other voltages and phase are also available.Actual power consumption varies with site conditions.All conduit and wiring shall be supplied by contractor. 7.ALARMS The alarm system shall consist of a visual and audible alarm to indicate loss of power to the blower. A manual silence switch is included. 8.INSTALLATION AND OPERATING INSTRUCTIONS All work must be done in accordance with local codes and regulations.Installation of the HighStrengthFAST 4.50 shall be done in accordance with the written instructions provided by the manufacturer. An operation and maintenance manual shall be furnished,which will include a description of system installation,operation,and maintenance procedures. Treatement unit weighs approximately 1600 pounds(726kg]. Four holes for lifting the FAST liner are supplied.Spreader bars are to be used in lifting the unit. Place spreader bars between lifting holes. 9.FLOW &PIPE SIZING FAST systems have been successfully designed,tested and certified receiving gravity,demand-based influent flow.Consult factory for guidance when influent flow is controlled by pump or other means to help with highly variable flow conditions.Multiple dosing events should be used to maximize performance. 10.WARRANTY Bio-Microbics,Inc.warrants all new commercial FAST O models(HighStrengthFAST®1.0,1.5,3.0,4.5 and 9.0)against defects in materials and workmanship for a period of one year after installation or eighteen months from date of shipment,whichever occurs first.All are subject to the following terms and conditions below: During the warranty period,If any part is defective or falls to perform as specified when operating at design conditions,and If the equipment has been Installed and is being operated and maintained in accordance with the written instructions provided by Blo-Microbics,Inc.,Bio-Microbics,Inc.will repair or replace at Its discretion such defective parts free of charge. Defective parts must be returned by owner to Bio-Microbics,Inc.'s factory postage paid,if so requested. The cost of labor and all other expenses resulting from replacement of the defective parts and from Installation of parts furnished under this warranty and regular maintenance Items such as filters or bulbs shall be borne by the owner, This warranty does not cover general system misuse,aerator components which have been damaged by flooding or any components that have been disassembled by unauthorized persons,improperly Installed or damaged due to altered or Improper wiring or overload protection. This warranty applies only to the treatment plant and does not include any of the structure wiring,plumbing,drainage,septic tank or disposal system. Bio-Mlcrobics,Inc.reserves the right to revise,change or modify the construction and/or design of the FAST system,or any component part or parts thereof,without Incurring any obligation to make such changes or modifications in present equipment. Bio-Microbics,Inc.is not responsible for consequential or Incidental damages of any nature resulting from such things as,but not limited to,defect In design,material,or workmanship,or delays in delivery,replacements or repairs. THIS WARRANTY IS IN LIEU OF ALL OTHER WARRANTIES EXPRESS OR IMPLIED.BIO-MICROBICS SPECIFICALLY DISCLAIMS ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. DO NOT SCALE NO REPRESENTATIVE OR PERSON IS AUTHORIZED TO GIVE ANY OTHER WARRANTY OR TO ASSUME FOR BIO-MICROBICS,INC.,ANY OTHER LIABILITY IN CONNECTION WITH THE SALE OF ITS PRODUCTS.Contact your local distributor for parts and service. UNLESS NOTED • 0 DIMENSIONS ARE IN INCHES ��►/ [CENTIMETERS] BETTER WATER.BETTER WORLW TOLERANCES ±0.02 IN/IN [±0.05 CM/CM] HighStrengthFAST 4.5 FAST Unit WEIGHT Ito SIZE DRAWING NUMBER THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF BIO-MICROBICS INC. ANY REPRODUCTION IN PART OR AS A NAME DATE A HSFAST 4.5 Specifications SHEET WHOLE WITHOUT THE WRITTEN PERMISSION OF BIO-MICROBICS INC.IS PROHIBITED.DESIGN AND INVENTION RIGHTS ARE RESERVED.IN THE BIO-MICROBICS©2014 DRAWN 5/10/2006 2 OF 3 INTEREST OF TECHNOLOGICAL ADVANCEMENT,ALL PRODUCTS ARE SUBJECT TO DESIGN AND OR MATERIAL CHANGE WITHOUT NOTICE. CHECKED PE 10/18/2013 REVISED 10/18/2013 REV. 9 1 J V. /h it Crocker, Sharon From: Crocker, Sharon 9' it Z� `Lv Sent: Tuesday, November 15, 2016 7:37 PM _ i' To: 'Winston A. Steadman II' Cc: Crocker, Sharon 9 Subject: FW: Board of Health - Town of Barnstable RE: Oyster Harbors W� Hello Winston, 1v Do you have any paperwork I can send out in the package for next Tuesday's meeting? Please let me know tomorrow as the packages are going out. Thank you. Sharon Crocker 508-862-4644 From: Crocker, Sharon Sent: Monday, October 17, 2016 7:26 PM To: 'Winston A. Steadman II' Subject: Board of Health - Town of Barnstable RE: Oyster Harbors Hello Winston, This is to let you know that the November meeting is changed to: TUESDAY, NOVEMBER 22, 2016 same Hearing Room, same times. Here is a copy of the meeting pertaining to the item for November meeting—See you in November. Thank you. Sharon From our July 12, 2016 meeting. I. Innovative/Alternative (I/A) Septic Monitoring Plan: Winston Steadman representing Oyster Harbors Club— 170 Grand Island Drive, Osterville, year 2015 and June 2016 test results of I/A monitoring results and water usage comparisons. Winston Steadman was present. There was much discussion on the system. The owners are diligent about pumping the whole system annually at the beginning of the season and they pump out the grease tanks monthly during the season. Winston said that as the Fast system recirculates the fluids, it adds in the BODs and overloads it. The system needs more oxygen; the,biological load is too much. The Board asked Winston to discuss the issue with George Heufelder, Director of Barnstable County Health, as he is very resourceful with the Innovative/Alternative (I/A) systems. i Crocker, Sharon From: Crocker, Sharon �d Sent: Monday, October 17, 2016 7:26 PM t To: 'Winston A. Steadman II' Subject: Board of Health - Town of Barnstable RE: Oyster Harbors Hello Winston, This is to let you know that the November meeting is changed to: TUESDAY, NOVEMBER 22, 2016 same Hearing Room, same times. Here is a copy of the meeting pertaining to the item for November meeting—See you in November. Thanik you. Sharon From our July 12, 2016 meeting. I. Innovative/Alternative (I/A) Septic Monitoring Plan: Winston Steadman representing Oyster Harbors Club— 170 Grand Island Drive, Osterville, year 2015 and June 2016 test results of I/A monitoring results and water usage comparisons. Winston Steadman was present. There was much discussion on the system. The owners are diligent about pumping the whole system annually at the beginning of the season and they pump out the grease tanks monthly during the season. Winston said that as the Fast system recirculates the fluids, it adds in the BODs and overloads it. The system needs more oxygen; the biological load is too much. The Board asked Winston to discuss the issue with George Heufelder, Director of Barnstable County Health, as he is very resourceful with the Innovative/Alternative (I/A) systems. Upon a motion duly made and seconded, the Board voted to request an update at the November 2016 i r BOH NOV O, 2016 I. Innovative/Alternative (I/A) Septic Monitoring Plan: Winston Steadman representing Oyster Harbors Club — 170 Grand Island Drive, Osterville, year 2015 and June 2016 test results of I/A monitoring results and water usage comparisons (continued from July 12, 2016 meeting). Winston Steadman was present. There was much discussion on the system. The owners are diligent about pumping the whole system annually at the beginning of the season and they pump out the grease tanks monthly during the season. Winston said that as the Fast system recirculates the fluids, it adds in the BODs and overloads it. The system needs more oxygen; the biological load is too much. The Board asked Winston to discuss the issue with George Heufelder, Director of Barnstable County Health, as he is very resourceful with the Innovative/Alternative (I/A) systems. Upon a motion duly made and seconded, the Board voted to request an update at the November 2016 I � rrcl Wiz, 1 ' BOARD OF HEALTH FOR: -,S-EPt, 2015 EXCERPT FROM THE BOARD OF HEALTH MEETING RESULTS ON 4/14/1 II. I/A Monitoring Plan: A. Winston Steadman, representing Oyster Harbors Club — 170 Grand Island Drive, Osterville, test results of I/A Monitoring results. DISCUSSION. Winston Steadman discussed difficulty the current system has with BOD count. The owners are good about pumping every year. The Board requested water flow numbers and the full testing to be done mid-June and mid-July. Mr. Steadman will return to the Board in the Fall and the results will be discussed with George Heufelder, Barnstable County, for suggestions. ZIP ! 0 rv2-() /66 so if w'11106r ILAV Sti A1 _5, '; „) QU 'r s f3jG�S 1S �27 4uv- '�/0 !6 1�_ �G 1 (tit.ye Gu 2 p4� TA�yti Barnstable Town of BarnstableAlAnolcaMv d "'MASS. ' Board of Health �°sEo► p 200 Main Street, Hyannis MA 02601. 2007 Office: 508-8624644 Paul Cannif�D.M.D. FAX: 508-790-6304 Donald Guadagnoli,M.D. Junichi Sawayanagi November 29, 2016 Mr. Winston Steadman All Cape Environmental Services P.O. Box 235 Yarmouthport, NLA 02675 RE Pro'Step;Effluent'Pumpmg Syst. at the Oyster=Harbors Club, 170 Grand Island Drive, Ostervilie k `� Dear Mr. Steadman, Thank you for attending the Board of Health meeting on November 22, 2016. The Board has.no objection to your proposal to install an effluent ProStep pumping system to the existing innovative/alternative system at 170 Grand Island Drive, Osterville,to provide an "equalizing effect" in the primary- settling tank, in an attempt to ultimately provide better overall treatment of the wastewater effluent exiting from the innovative/alternative system. You are reminded that all of the conditions contained in the four page MA Department of Environmental Protection(DEP) approval letter entitled `Certification for General Use' for this Orenco product dated March 20, 2015 shall be adhered to. The Board of Health plans to review your proposed monitoring plan at the next Board meeting on December 20, 2016. 91inerely Pa . C , Chairman BOARD OF ALTH Q:WP/Oyster Harbors ProStep Orenco Winston Steadman 2016.docx All Cape Environmental Services Inc. P.O. Box 235 Yarmouth Port Ma. 02675-0235- www.allcapeenvironmentalservice.com Town of Barnstable Board of Health 200 Main Street Hyannis,MA.02601 A Re;170 Grand Island Drive"Oyster Harbors Club" Dear Board Members; Please find enclosed.updated tests results, (June 2015 was done but was not entered and report is missing) Last test done was June 2016.Total nitrogen was not done(an error on my part). I did do total nitrogen in March of 2016 to see what the system was doing without the summer flows.The results are as follows • TKN 6.7mg/I (system seems.to be converting ammonia..over):: • Nitrate-'(NO3) 9.59mg/I (on the high side process may be getting stalled) •. Nitrite(NO2.) 28.3mg/I (very high as Nitrite is unstable and usually converts easily to Nitrate) •" Alkalinity 77.0mg/I (should be at least 10orridl to buffer PH for nitrification/De-nitrification cycle) If you look at the results we are.getting a substantial reduction in BOD5 and TSS but.the remaining is still high especially if we need to de-nitrify,there is also an alkalinity issue.The reason that the nitrite is not converting is due to a lack of DO`. In my opinion this is the problem with the system as a whole.When doing my field measurement the DO is always low,typically even in the reactor.The system is constantly starving for oxygen. Prior to my taking over this system there was always an odor complaint(I installed a"bio-vent,in 2003 which cut down the complaints but-we still get odors).With the fast systems this is typically the case when a system is biologically overloaded. in Massachusetts we design by hydraulic flow not taking in accountthat the flow may be high strength. I am not exactly sure but I think that the:high.strength BODS figure used is 350.mg/I.This system during the`summer is over 1000mg/I. Without getting involved in the calculations you can see that the system.is biologically overloaded. This system was installed when the I/A program was still very new and the local distributor didn't have the experience in properly sizing the systems using BOD5 calculations. The design Engineer would go on the distributor's recommendation,as to size; The water usage could onlylbe.obtained back to 2012 and only the last six months of 2012.The water.depattment will have to do research to obtain water records past that point and will take them quite some time to accomplish,if Board so chooses to request past:records. ;Please.see the;chart below for usage YEAR Club House Day Care Total Avg/Day :2012(last 6 months) 362 060 no service till 2013 362,000 gal ;1984 gpd .2013 533;000 88,000 621,000-gal 1701 gpd' 2014 588000 17,000 605000 ga1 1658 gpd I Ali Cape Environmental Services'inc. P.Q. Box 235 Yarmouth Port Ma. 02675-0235 www.allcVggnvironmentalservice.com 2015 583,000 20,000 603000 gal 1652 gpd 2016(past 6 months) 169000 gal 926 gpd. Remember most of the flow is during the months of June thru September so the above numbers don't show a true flow pattern only the average overtime. Design flow is 4300 gallons per day and the FAST system is rated at 4500`gallons per day, now with recirculation added(to de-nitrify)it increases the daily flow that the unit sees during the day increasing our biological load. To sum it up I truly feel that during the summer,months the system becomes biologically overloaded.:Anotheraspect to the; equation is that the daily flow also comes during a very short time span typically from 11:00 am until 9:00 pm with major spikes during that 10 hour span. The system is functioning as it was intended to but is#alling;short of meeting its intended discharge limits. I do request that the Board.of Health direct me as to how you would like me to further operate this system,or what other information that I can provide to the Board so a better plan can be implemented. :I.would also like to bring to the Boards attention that the management/ownership of the club is very pro-active and they pump the greasearap on a monthly basis during the peak flow months.They also pump the main septic tank annually. Also enclosed is two screen shots of the.Counties data base requirements,both are for 170 Grand island Drive,one needs:to be deleted and the other one needs a correction made to it.I have circled the discrepancies. If we can be of assistance please do not hesitate to call meat(508)776-6219 Sin c rely 444 Winston A.Steadman II VP SMes'&Service i I/A System Sample Report History 170 Grand Island Drive, Barnstable ° Barnstable County Department of Health and Environment P.O. Box 427, Barnstable, MA 02630 sic Effluent Sample Results Date TN' Nitrate Nitrlte3 TKN4 Ammonia BOD56 TSS' AlKalmitys 09/25/2007.� _ 18'5 Q 25 w « 0 125 18 11 M k 55 9, 1`2%28/2007 4 , . w 2 69 0 12b 1 16 7 3 17 �. 09/23/2008 8.37.92 43 2 12 � 7 92 0 125 4 25 :04/0.- ..,' .:# :.,. -.. . .... •k,,.. F. , :..,, �.. ,... ..,... Fc .r .,: 1"t'r .::, , Y .^ ,. ,!Y. '^r+.'",•S+k 2 Y� ,i•°d +',r 4 9/2009:.,.:. _, 128� „��; ,,?t��1 I�.,,.��k, as.mw�y,. rpa,�,.4,�p tr,,, , a� : � ,•d . : r �a e,,. �.,.,a ,�€ t: ;n�. �a "'^�° "�3w.�; '�+�." .rye. 06/30/2009 32,3 23 9 0 125 8.27 8 6 5.5 _ 18 08 ..�..,. �..„.,...c .,,�"" -.. ,. :a ...` ... ,:, � .�:,t�,.k�•k�p „efi;, )a ..:.7 �] :k u� t; '� `y3 .,'� y"4's'x ,.,,au..,. ..r ,,. ., .n�:t+4.�'�.� ...:Ptl'�,.,.+a..n,.�..,-u 495 ..t>��'�,•..r,..,.tl4,�Fs .,`r.",."d ew;,��w.�..,,,keWu'�.. 07/20/2010 25.18 0 25 0.125 24 8 61 7 4 �10/07/2010 33 78 '0:95 0 125 '32 7.y-� `9w' 07/19/2011 20 6 20 6,. -, ��;. .�, � � ..y,� � ���,�,:.x �.�,.,w� �., �.,,;�„,�u 260 ,,� 49 5 10/12/2011 _ 22.Q1 _ a0 71 "_. 21 3 Y R 17 7 »22 5 'rt 0 2 �. 22 81 1 51 21 3 8 28.5 ^„'o` 4 +k ^i4�i ^w;','Ja '1".':w" 1 N,`°.'a fi ti.: m +„i Ya' ;'.Ne.nt:f 'n t m N+•M'ye^k v4 x r,.,,,,, 014 a, ..,t+. ,•., �.� ,. t 4 � ,r e.�, ,''F 11;,.,� " , 9 ., r ,a,;' 3.....�s,it. s,,a yk.... r :{� z✓a r,,,m230 .:�::, «.>_..,�..r.�..w,.,.,,.�a..:,._.:d..u.•.ra. =,.-,s`.,&..,.,, ... �;..��.:& .�:::,•..,<+.....n Mt .��«€;� ;k,'�r, e 4 y 7 ,�.�.� , ,�- 08/05/2014 08/06/2015 « ;� .�..�, ,.�z..�• 'Z 03/01/2016 9 59 r 283 6 7 `� ""' 264 160 44 59 -a 22 2 03/31/2016 44.59 9.59 T 28.3 6.7 05 09/2016 ':- + - i r '�"a aS ,, :"g A "�� w�raw«ru�.r•� �.,,W., wye nw 21.305 1.61 0,125 17.7� 27.1 23.25 � � 17 77 [ Influent Sample Results Date TN Nitrate Nitrite TKN Ammonia BODS w w w ,w . . _ _ _ ... r12/28/2007 52:7 *. ._. ;0�25 0 125 52.3 ,,40 :.,� 06%30%2008 27 _ .. _ . _ _ _,. .., .�. » .,....__. • w~,.. �,._. 0 '� 404 �-•�-� .1 0.25 0.125 26.7 140 382 09/23/2008 . .h, 20.67 _ 7.64 '°_ ,0 43u 12.6` tid _ «�,�,�� Y �. _ .. ..520 2160 04/09/2009 66.34 0.25 0.99 M 65.1 950 656 1.iNfil+..t+kN+WnWW..w...' ... _ .m. . .a. s.. .,..,,:,..s- »...n.. :. }'.w....,.tw..,la:µ u;. ,{.< s-'M✓v-.q..,•.a..r'.,My,Y'.nT,-•s:Yi+u^,»a- _,-"_... vva...w,y�.i: .. vsnrn�b„ .., .-.�.. .:!`\tr r bi.ue.. �.N.,V 1?I:'n"%w,OY U#1st.tk+,aw.(i'Mk,My',R..rcdN,.t;4Wid$YS.KPY<A-i,<!v»A1� x.�Y#K;9W� Date TN Nitrate Nitrite TKN. Ammonia BOD5 TSS 06/30• ,,,y ,.,_ a ,. �. ,t r :� .,. .,. M, ..�, .... t ,�rira ., -,. ,,a, �� p:..`' ,'.,,:.3 x.E, +'"i; a ::3,0 .[::. ,,.. �,..�,,,. ,e.�, .. � t..,..t=,, :. ,.r ...zfu ":,..,z?„ q x ufi"•;., r t.. d�, ,, (.. ..h. � .:<. :;: .,. �., �°$'si' c:(-� ..4 a4. wi'. :d?1 l2009 ,:n~; . r 148,�14..,,,s.�; ;w. ,,, �:53;9 ,,r ,;, ,, ��1.3,4 � �,.�,,„� � •, 92.9, Y ,.,�,a�„�'�;.a �� .:r,,.{ r �,.,~a�270 .,,,n� , �. ,' •„��,.,:1220 :� �,.:r,,�... s 09/29/2009 71.18 0.25 0.125 70.8 1090 314 .. ,:,.;�+ a. ...mr�•, , tiw', .;�R'c ,-� t„e�.. ,.< „ , an^n': .s a ..:w. v, a..«.��-- p., -�«. .r,„n,.. gni^:.d'�;v r• ie,....�,, uw�<.�e'..��..�—.� '..q. . ,.... �.,.�, .s ,r,,.�, '� err, w ,r.;, S":•,..� ,�" :m ,xs:„� r„ ,:�..w :._ •., M�` .,,�:a: -.�:.-.n .:.;a r;,o-� n r...,,<. :,,..n at:�i .�r. ....... Y ......, n,t a. ,ts �+ �aa•a� �,..,°� E 'E" �, � `t M.a..n :;�*,+� +�+;. wy.,:: ,_,:......,..A.,.,.:'.,,�:.e_...,,........s.:p...:,a.�...,K,..:,..,....w,,........�«a.M„�....�r.':=,�„s e_,�,..,......<..�...,..,�:,M..aX......�..>r.-.:_.4M..,..,.�. _..s.,.., 10/07/2010 4.72 0.25 0.12 5 4.35 3060 �Y2400 . ..n , ,. 4 .�.. .,,w rn:: T+. , :��P' 'ws =+4-.;,n a pr.,y�:.' w,"a.aem�+,.. "4^,,.e.., .y�>•A,-', ,An.... '.a, .. ,,. ... ,.T.....[ '.4 a '.,.si yw�. Er-.rw.,;;»�„rawxw.5,,.awl::.' � fi4Yl i. �r w.�.riv w••::.� «+�a-+ A x, , 4 "'•S..r... 07l19/2011 � 5 .4 ��,,•, � . _ � .:- �•,_.�. � .; .� x ,d•, k � � t�, �,,.= v �� � �� � �,,�,� �. 10/10/2012 83.57 217 814 1300 676 :.ab... ,.a.-a4V�, rv.»r... ;,' N,a+u+?Y:.':..+nixa ."'ki'....:: ,.r3'Ciu�. w `.�.r ,.tt: ✓eat r" `'' 06/27l2014 t � 2, , . . -.,_ 230 k��_ ,, <12Q k `° 08/05/2014 240 65 .,y;.. ..w,,.'.UCH g, •Y,..ws• w .v R' ,ti.+...e +w,.k'—•" P A.: x4'XN C^° Y tku':- n.hA:�` iv,N'9 F+.;+".-. M ,;pi.<wk wW, ..,µ, ,y'. v,wt W 'F�+ s`t."Y ''�.WL. E... A ,�. '3:y .' at"9 ,F+ R,. ry+f W a a .a- 08/06/2015 s , ,, ,.� 14�40 03/01/2016 1810 :987 �1810 , , a ..�.. _ .€987 `.. . F . . , 06/09/2016 _ 980 410 Median60:37 t �} 6 0 25h 0 25 59 75 � :°._m . 965..... x -. ...666,.x... 07112M16 01:42pm Page'2 60 I/A System Sample Report History ° 8 . About this Report � Barnstable County Department of Health and Environment P.O. Box 427, Barnstable, MA 02630 s�Gl3t75 1 Total Nitrogen 2-Nitrate 3 Nitrite 4-Total Kjehldahl'Nitrogen 5 Ammonia 6 - Biochemical Oxygen Demand, 5-Day 7 Total Suspended Solids 8-Alkalinity Barnstable County I/A Septic Managem;ent Database Winston Steadman-All Cape Environmental Inc 11:17 am Main'Submit'My Clients`My Reports i Help tiome>Permits>'Requirements Inquiry Ow 0 You have used 0 of 10 available inquiries for today.For more infortnation about inquiry limits,please check help. i li Go Back Search Results Start Over' t l l i Permit Details r ,Permit Number BARN Gra170 FAS i Address i 170 Grand Island Drive,Osterville(Barnstable) ;4 r r Name Owner Oyster Harbors Club u TI Startup Date 06/26/2006 { Permit Details e j M . __ . F '2005-286 ADEP Permit Number. t Town Permit Number 8573 MADEP Approval Type G j i Design Flow v— _.... 7520 00 . _ 4 Property Type COM _ i inspection Requirements Technology Model. Schedule "FAST :MicroFAST 0:5 +2 per Year t - t Sample Requirements Type Type Parameter Limits Schedule t influent Nitrate less than 19.00 mg/L. tdone i l Influent Nrtnte less than 19.00 mglL one i Influent ITKN less than 19.00 mg1L (None Influent TN less than 19.00 mglL None j# p Influent {BOD5 less than 30.00 mg/L None __.. a .._ Influent ;TSS less than 30.00 mglL. -None r r ___....,. ..._._........_,.......... __T _..,.__,,.__.._._.. y. t Effluent IN�itrate "less than 19.00 mg/L None t t # Effluent Nitrite less than 19.00 mg1L None i T._ yEfffluent rTtCN less than 19.00 mg1L ;None t Effluent ;TN Bless than 19.00 mglL ;None [ ' `Effluent BOD5 less than 30.06 mglL None_ f (}Effluent TSS less than 30.00 mglL None } I 'Barnstable County I/A Septic Management Database Winston Steadman-All Cape EnvironmentalInc 1:45-pm j. Main,Submit`My Clients,My Reports`Help= . Home>Permits>Requirements Inquiry You have used 2 of 10 available inquiries for today.For more information about inquiry limits,please check help, Go Back Search Results start Over Permit Details I Permit Number lUnknown Permit ID M s ?Address 170 Grand Island Drive;Ostervle(Bamstable) rd,- er Name Startu Y P Date 06120/2006 3 Permit Details _ t TownPernitldumber 2005286 t f MADEP Permit Number 8573 A NADEP Approval Type General #tNsign Flow ,.7520 a Property Type _ _. eC OM e ' Inspection Requirements t. ( Technology. Model Schedule f ;,FAST 'MicroFAST 4.5 p Sample Requirements r TYPe Parameter Limits Schedule i I 'Effluent :801)5 less than 30.00 mgfL None i j Effluent TN less than 19 00'.mglt one 'N _ I Effluent FTSS Tess than 30 0U mglL None t E Of SMME laf�. Barnstable Town of Barnstable '' MASEL Board of Health ArfD a 200 Main Street, Hyannis MA 02601 2007 Office: 508-8624644 Wayne Miller,M.D; FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi July 25, 2013 Mr. Peter Sullivan Sullivan Engineering P.O. Box 659 Osterville, MA 02655 RE:. Sampling of'Wastewater'Effluerit from the Innovative/Alternative:Systen at the Oyster Harbors.Club,,.170 Grand Island;.Drive, Ostery lle Dear Mr. Sullivan, Thank you for attending the Board of Health meeting on July 9, 2013. The Board requested that you, on behalf of your client Oyster Harbors Club, Inc., continue to sample and monitor the wastewater effluent from the onsite sewage disposal system consisting of innovative/alternative technology (FAST system) at the Oyster Harbors Club, 170 Grand Island Drive, 99 Meadow Lane West Barnstable. Specifically, the Board requested one sample/test for this year for the following parameters: BOD, TSS, Kjedahl Nitrogen,Nitrate Nitrogen, and Nitrite Nitrogen. This year's sample should be taken in July or August of 2013. Additional samples/testing should be conducted in mid June and mid-July of next year (2014) for the following same parameters: BOD, TSS, Kjedahl Nitrogen,Nitrate Nitrogen, and Nitrite Nitrogen. The Board requests that you attend the Board of Health meeting in September or October of 2014 to discuss the results of these additional tests. Sinle aller, .D. ChairmanW ,BOF HEALTH Q:\WPFILES\OysterHarborsTesting2Ol3.doc A� BOH ,O 14 SAS" I/A Monitoring Plan (Test Results): - u-Fivan Engineering representing Oyster Harbors Club, owner - 170 Grand Island Drive, Osterville, Map/Parcel 053-012-001, innovative alternative monitoring results from Sept/October 2014 (cont. from 5/10/05 and 7/9/13. i �z1g 79 21 P � v��s• THE Barnstable y� Town of Barnstable M�AmmicaWy MAML Board of Health ArFA ,yb 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi March 9, 2009 Mr. John O'Dea Sullivan Engineering P.O. Box 659 Osterville, MA 02655 RE`. . 170 Grand Island Drive, Osterville„ , A=053-012-001' Dear Mr. O'Dea, You are granted variances, on behalf of your client, Oyster Harbors. Club Inc., to construct an onsite sewage disposal system at 170 Grand Island Drive, Osterville. The variances granted are as follows: Section 360-1, Town of Barnstable Code: The proposed two-compartment tank will be locate twenty-five (25) feet away from a coastal bank, in lieu of the one- hundred (100) feet minimum setback required by the Town of Barnstable Code. Section 360-1, Town of Barnstable Code: The proposed two-compartment tank will be located forty-five (45) feet away from tidal waters, in lieu of the one-hundred (100) feet rninim. um setback required by the Town of Barnstable Code. The variances are granted with the following conditions: (1) The tank shall be tested for water-tightness prior to issuance of a certificate of compliance 2) The two-compartment tank shall be pumped prior to a catastrophic storm event (i.e. an impending hurricane). (3) The two-compartment tank shall be installed in strict accordance with the engineered plans dated January 15, 2009. Q:\WPFILES\OdeaOysterHarborsC1ub2009.doc . (4) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the submitted plans dated January 15, 2009. These variances are granted because physical constraints at the site severely restrict the location of a soil absorption system due to the coastal waters and coastal bank at this property. The proposed new two-compartment tank appears to be designed to meet the maximum feasible compliance standards contained within the State Environmental Code, Title V. Sin rely yours, , ayne iller, M.D. Chair an y- Q:\WPFILES\OdeaOysterHarborsClub2OO9.dbc � r . v i o y �� DATE: GGCC FEE: ` DO BARNBrABM + NA89. i639 ,0� REC. BY4Q, Town of Barnstable SCHSD. DATE: oZ f U Board of Health ` 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne A.Miller,M.D. FAX: 508-790-6304 Paul J.Canniff,D.M.D. VARIANCE REQUEST FORM LOCATION Property Address: 70 rcnds�C¢ Assessor's Map and Parcel Number: 0 J 3 O1a 00 1 Size of Lot: /• 7 a I��-S Wetlands Within 300 Ft. Yes Business Name: . No Subdivision Name: APPLICANT'S NAME:T r Nxrbors 61"1 Phone 12f 3� Did the owner of the property authorize you to represent him or her? Yes No r PROPERTY OWNER'S NAME CONTACT PERSON JO n o 'Dew Name: C-ys�' &r m Chub .ZAC_ Name: <�, 11 ipdct n C Address: (3�Ce�Y�Q TS l 1 d� 46,r�Ve Address: 7 /u-r ILe r s( A�(� Sox los 9 aysk-r t-r6ors, m1? 0.26.56- 6s4e_rv,"/l e, n1/I Phone: SOf-64!?c3/Z/ Phone: 6,P-���' v�3 Q Z/ VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) ,50-4 ba L e re >° Lfs /00 re o n 5/"fc Svc" fo gya f& or v,'dt.4 b 7 L. d h,� fi"d a.L die rs 5 h a NATURE OF WORK: House Addition ❑❑❑❑❑❑ House Renovation ❑ Repair of Failed Septic System Checklist (to be completed by office staff-person receiving variance request application) Please submit copies in 4 separate completed sets. _ Four(4)copies of the completed variance request form Four(4)copies of engineered plan submitted(e.g.septic system plans) IV4 Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) �� Signed letter stating that the property owner authorized you to represent him/her for this request '✓ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (forTitle V and/or local sewage regulation variances only) /1f Full menu submitted(for grease trap variance requests only) _✓ Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same ownerfleasee only], outside dining variance renewals[same owner/leasee only],and variances to repair failed sewage,disposal systems [only if no expansion to the building proposed]) ✓ Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Wayne Miller,Chairman NOT APPROVED Paul J.Canniff,D.M.D. REASON FOR DISAPPROVAL C:\Documents and Settings\decollik\Local Settings\Temporary Internet Fi1es\0LK1\VARIREQ.D0C January 20,2009 Town of Barnstable Board of Health 200 Main Street Hyannis,MA 02601 RE: 170 Grand Island Drive, Osterville Oyster Harbors Club, Inc. Dear Board of Health, As General Manager of the Oyster Harbors Club,please be advised that Sullivan Engineering, Inc. has permission to represent the Club before your Board in all matters pertaining to the proposed septic system repair/upgrade. Sincerely, 2Mao, Dou eneral Manager Oyster Harbors Club AbutterKeport rage I or 1 Board •of Health Abutter List for Map & Parcel(s): '053012001' Direct abutters(no set distance)and the properties located across the street. Total Count: 8 Close Map & Parcel Owners 0wner2 Addressl Address 2 Mailing Country Di CityStateZip 052009 CLEARY,JAMES F C/'O MOREA 120 BROADWAY SUITE 1016 NEW YORK, NY USA C] FINANCIAL SERVICES 10211 052010 MARTIGNETTI, CARL 975 UNIVERSITY NORWOOD, MA CI I AVE 02062 052011 SWAN, DENISE G 400 SOUTH OCEAN PALM BEACH, FL CI BLVD PHF 33480 SIX CHEYNE LONDON 052018 BASSETT, BRIAN GARDENS FLAT 6 SW35QU, . ENGLAND CI ENGLAND OYSTER HARBORS 1 GRAND ISLAND OYSTER 053012001 CLUB INC RD HARBORS, MA USA C1 02655 053012002 WINCHESTER, VALERIE1 200 CLARKE AVE PALM BEACH, FL C1 / VALERIE I TR WINCHESTER REV TR . 33480 V OYSTER HARBORS 1 GRAND ISLAND OYSTER 071004001 CLUB, INC RD HARBORS, MA USA C1 02655 072001 BEATTY,JOHN F III CORAL GABLES 255 ALHAMBRA CORAL GABLES, USA C1 TRS TRUST COMPANY CIRCLE-STE 333 FL 33134 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 1/19/2009. http://www.town.bamstable.ma.us/arcims/appgeoapp/AbutterReport.aspx?type=BOH 1/19/2009 1 Y Sullivan Engineering Inc. 7 Parker Road Box 659 Osterville MA 02655 phone 508428-3344 ABUTTER NOTIFICATION LETTER RE: Board of Health Public Hearing To Whom It May Concern: As a direct abutter of a proposed project, please be advised that a Variance Request has been filed with the Town of Barnstable. Board of Health. The specific project information is as follows: Applicant: Oyster Harbors Club, Inc. Project Location: 170 Grand Island Drive, Osterville Assessor's Map and Parcel: Map 053 Parcel 012001 Project Description: Upgrade/repair of septic system. Variances needed from Town of Barnstable Chapter 360-1, Set Back Requirements from coastal bank and tidal waters. Applicant's Agent: Sullivan Engineering Inc. 7 Parker Road, P O Box 659 Osterville, MA 02655 Public Hearing: Location: Barnstable Town Hall 367 Main St., Hyannis 2nd Floor Hearing Room Date: February 10, 2009 Time: 3:00 PM Plans and the application describing the proposed activity are on file at the Board of Health office, 200 Main Street, Hyannis and at Sullivan Engineering's office. Please call if you have any questions regarding this notification. Please call the Board of Health on the day of the Public Hearing to confirm the location and time for the hearing. r Town of Barnstable UAMSTABLL ""S& s639. Board of Health ♦0 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. June 2, 2005 Mr. Peter Sullivan, P.E. Sullivan Engineering, Inc. P.O. Box 659 Osterville, MA 02655 RE: Oyster Harbors Club, 170 Grand Island Drive Osterville A= 053-012-001 Dear Mr. Sullivan, You are granted permission on behalf of your client, Oyster Harbors Club, Inc., to install a FAST unit at 10 Grand island Drive, Osterville. This permission is granted with the following conditions: t�l) The applicant shall provide a written procedure for seasonal shut-down of the FAST system. ✓(2) The applicant shall provide documentation showing that the original disposal works construction permit and installed septic system is designed to handle 4,300 gallons per day. ✓(3) The FAST unit and grease trap shall be installed in strict accordance with the revised engineered plans dated March 4, 2005. V'(4) The designing engineer shall supervise the construction of the FAST Unit and grease trap and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the revised plans dated March 4, 2005. (5) The influent and effluent shall be tested twice per year (in June and in August), for a period of two years. (6) After two years of operation (sometime in 2007) the applicant shall appear before the Board of Health during a public meeting to present the results of the effluent testing. 9 S ull ivanOysterHarbors r (7) The effluent discharge concentrations shall not exceed the following: a. Total Nitrogen (TN) shall not exceed 25 mg/liter. b. The BOD5 shall not exceed 30 mg/liter c. The TSS shall not exceed 30 mg/liter Sincer�y yours, If Wayne M� ller, M.D. Chairman Sul l ivanOysterHarbors -7 44 Commercial Street Raynham, MA 02767 Tel: (508) 880-0233 Fax: (508) 880-7232 June 21, 2006 ©/z--oo� l Barnstable Board of Health 200 Main Street Hyannis,MA 02601 Attention: Board of Health Agent Reference: Home FAST Treatment Serial Number: 8573 Attached please find a copy of the Product Registration Report for the FAST Treatment System for work performed on 06/20/2006 at the property of Oyster Harbors Club located at 170 Grand Island Drive, Osterville, MA. Also, attached is a copy of the fully executed Inspection&Effluent Testing Agreement. y If you have any questions or require additional information please do not hesitate to call. Sincerely, Donna L. Callahan p Enclosures . r- CD .j C2Aq INCORPORATED _ 8450 Cole Parkway w Shawnee, KS 66227 m Phone 913-422-0707 m Fax: 912-422-0808 e-mail: onsite aDbiomicrobics.com m www.biomicrobics.com m 800-753-FAST(3278) PRODUCT REGISTRATION REPORT Product Registration Report must be completed and returned to Bio-Microbics, Inc. in order to effect warranty. Date of Start-Up- 49 U Date Shipped to End User 3/31/06 Serial # 8573 OWNER NAME Oster Harbors Club - ADDRESS 170 Grand Island Drive CITY/STATE/ZIP Osterville,MA 02655 PHONE/FAX .. -- a r .,:BIO-MICROBICS DISTRIBUTOR; NAME Wastewater Treatment Services,Inc. ADDRESS 44 Commercial Street CITY/STATE/ZIP Raynharn, MA 02767 PHONE/FAX 508-880-0233 FAX: 508-880-7232 ._: .INSTALLER' NAME Bortolotti Construction ADDRESS P.O.Box 704 CITY/STATE/ZIP Marstons Mills,MA 02648 PHONE/FAX 508-428-8926 _'CO,NSULTING:ENGINEER if a "livable ..0 NAME Sullivan En eerin ADDRESS 7 Parker Road CITY/STATE/ZIP Osterville,MA 02655 PHONE/FAX 508-428-3344 Good Bad NA Good Bad NA ELECTRICAL PANEL(S) TREATMENT UNITS) Visual Alarm Operating ® ® Air vent clear Audio Alarm Operating Septic tank level BLOWER(S) Septic tank meets min. size Wired for correct voltage Septic tank filled to U/ 0 operating level Inlet/outlet piped correctly Air Lift Operation 0% El Filter element installed V Recirculation tube in place La/ L3 Blower hood secure LjFasteners tight E j 13 Blower works correctly WATER-TIGHT JOINTS Blower located within 100'of Treatment unit to septic tank ®/ treatment unit Air line clear Entrance tube to insert cover Air inlet screen clear Insert to insert cover Blower hood vents clear Discharge line connection a.-, Lj Factory Authorized Personnel: i itle: Firm: Wastewater Treatment Services Inc. Da e: Dec-28-05 1. 1 : 30A P.O1 rr0"t : POLLAIID r-I CAC NO. 500 5 3650 Di-, 20 2005 12:1'1r m r 5241' Mr': AOP'007 1 •nlOIs1011li :`.5 o of/tls �-Its - ___._ ._.... __.:ot•oec•tt 9i.97Pe.. r�:AfNCIROD _ '{l�ir�/�t►Nnlrr :Jrtu�i�/cnr : Ic•n��Cct. ..'�i�.,,. ------ - 44 Commercial bt►set aaaptrae all."ro "O• Rayr+mem.MA cites$secs nsfitwa Mel 2767 ow Me",46""n W, Tot:(6061 AW0223 ' Far (S06)080 7232 tRiUZCTI N AND f-P-MLMbaTtt 9TVC AGUl IdrMy H1 +Vetmocai enured into by end bcT*vm Wosteetfator Treattaeat sett}eat.IIaC.(hevpin called WTS)and QA3r 67ateta OWN=Qiarein oalW OWna)for the inspecuon by WTS of certain equipment dr oWN6x wlttoh is ascribed below Ellpon aceepunce of this ssreemcnR at WTS's oftMee,WrS will reader tote follomuSlter'+ncoc orkly >Fquipmaet will be inspected of least 4 tines per year,that this AV—.ent rtKtpiea in iffect,with the lint ibspconans bepaning 6-9Ld' 0 C. Than taVectitsm will iaoludc. ) Teftal of sho sludp dtpdt in tine upoe oak. Take ampecmige and volupe resdittp,ehtutpe all,peace blower,cheek Malts.c k air picswre.al• scota unit,olwk si ift cheek reayele line,and oles"laee Intake fti*of air blower. itapeetioss of the storm a MId. higxct overall aofsdition of Madinat TA67*Sysltern. Nor*OWMM of any linbleaw enecttateied. {nvoicialp on s quar"basis for wating only to be paid with 30 days hem data of invoice. Annual MOncenaace cost to be paid in full upon Keep!ntce of this alprrtmera. Must laceive s tipeted puicMte order fma OWMIPX prior to any wont!king pWI`bnned mher*An i that oover by this TupwomApteaner►t. Servieo other ussst cotttioe majim Ane0 will be billed ac an bouriy rate plug travel send mistrial. t IFTS mall notify the locAl 56ad bf Hiialtlt=4 Depattttwo of BhvfranmaaW Prota*on in Wlrttint Tthin 2r.houn of a symm failust oc aWm event iocluding cofreotive ntraasutae that Aye been tahan. VV?MR wil be bided!tatdwd W'TS chupes for arty pacts used is repairs or rnaiattirmcs. Arty s lditional labor time will be billed to thr OWNER at ttendwd lobar rases+of k78.00 per bout. >'Jntergatcy smrWfice batweeRt regular iaspeefioee will tie provided 6t rlaedard leant rafts dw111S namul k' blairtm bins:at I=And-ovic-Uf nor 5-00-P)A and on Saturdays:and at 6ubk tune an Sund>syt ad Usltdayt. Emergency once changes will includt a minimum four(4)hours of labori pbit:grnftard 11"charges fnc parts,-plt:LMdC tat sndZIMI eharses. The annual Lott includLa ro ne matVtc:%ancq 4M does not include repairs rcRvirvd lolr dsmttpsa sauced by abuse,aeeldeAt OcA-'f-of third persons, fees of mature,or alterlhone mace to the cquipmant. WTS shell not be reaponsibk to}for failrst ivnda e argeed savieee If estMOY Senket,labor dttwuev.noo{oop.ranoa by OWN191 or olow farun t> the cvnool of WTS. gWNER undenunds and agrees!hst WT3 is not responsible for spceial.incidental br consequenuel S apcs.includin`;osa of time,ir�ury to person oe propeaty,or equipment failure. e dWN$R Alma that%VTS may eritor OWNCR's propney arto have aeceptabilt aocgt to all arcs$ qeteneQ by WTS to brlteeerxay=-appropsfate for WTS:o perfbrm i!s dulirl hereuMer I � r I C7Qc-28-US 11 - 30A P . 02 FROM POULFNIL PHnNF 140. 508 1 5 3650 Lcc. 20 a-.Iu•7ti 12:20PM P3 a'eI b.; ,y,„.i, lJ'.f.', ♦a'Y�LViYJJ, •.., a_ .r .Y�..u� tt,ClC-RS tt at9� F101h�11�GPA00 at501elOftlt 1►tit pal/at 6-:19 I c t4 a twayat contract whioh will be btllcd antlually• Alt pmytrunit a�non retta�tdablo. UV1 R't poure to pAy tnvoitct dtoreptly at to KMvwist comply with this comreet"y moll in cvopeat.lon of itmee,etincellanan of cont>roet ondlor nullification of wattennes.at the election of WM 11%is Weernant is not sastp ahle without the C0114ent of WTS and will romttm in fort wail cancclyd by other tarty m ouah writtttn uouce. kAbjJZArjj= MODEL NO: S t Q"IIQ AhM L RATk Bic M orablet MoOularTAST DIUMue,iMA S1,200 00 JO'UMdz sue,. tsks"d by OW1t M Sirtd: Qyatct E[aro mtClub 44 C ial stremr ?Addrw&- RaytMe VA027v 170 Gmnd bland Drive Teic:(SOO)90421? ' Stare: 2w Fax!(508)VIO-7217 Llrterville MA 026S5 ayrinm Telephone J1WNIER un4er/tantir drat(1)ANNUAL RATE payment is for one year oall of thl+mm-yea agreement is nan-fefim&ble;end(2)Grant DEP ReVulatioat nlquitc OWNER r rwinWin a service pt atttenr for the l ltb of rho TAS'i'cetera, IAA AD AM VhM "M-Y.t.11111 TFM rORBGO�G. ; )SlErtad by O%M*: C- r fyr ..t' IAL cum @ EfBttenl/a is tadcen 2 tidNl pa nK (lrlctt It AuSltct)tas 2 yepta and�deiiverrrd to a Hog taattlna lab ibt erab+at�et+. Reau{ti rent to Sule awl loom)ADcacietlac*tiles the OV M'.R. vnabl4 I OWNICR La respontttSlti Lerprevt� arcepnbk eocalt ro eFflt,err to a jr bl..mple to be milim or labor-story xlting performed. �ia.RMET: ;(P'LEASE CHECK O:fi ( X)OBN911AL ( )A,t?.Ir MA&L: PRAVEMNAL SPECIAL CONDITIONS PER COCAS BOARD OF ISALTH(Y)or(N)if m1plrade attach copy of.t, V X )DODs.TSS,Nitrate,Nitrite,'IlCN ( )Other_ -Coot for tmaddtag. 1� Dtlll4jelt il�onlar aatol�se0t 3iblBaml�Vj�d;�; ' TTelm'eaaa: {Spt!<1400.11168 •Eo�i >►: Stitllitiam Fnt111oecriae I t d'wppeoval(br F.lflutytt Testing � ¢mlutc r ! I I \ 1 I Oyster Harbor Club FAST System Results Summory 10/6/2006 9/25/2007 12/28/2007 6/30/2008 9/23/2008 IN OUT REDUCTION IN OUT REDUCTION IN OUT REDUCTION IN OUT REDUCTION IN OUT REDUCTION BOD 2620 94.2 96% 55.9 400 7.3 98% 140 43.2 69% 520 4 99% N 74.4 29.6 60% 18.1 52.3 1.16 98% 26.7 15.3 43% 12.6 0.5 96% TSS 2780 20.5 99% 19.5 404 17 96% 382 12 97% 2160 4 100% 4/9/2009 6/30/2009 9/29/2009 7/20/2010 10/00/2010 IN OUT REDUCTION IN OUT REDUCTION IN OUT REDUCTION IN OUT REDUCTION IN OUT REDUCTION BOD 950 4 -100% 270 8.6 97% 1090 37 97% 2650 61.7 98% 3060 40 99% N 65.1 0.67 99% 92.9 8.27 91% 70.8 17.7 75% 92.7 24.8 73% 4.35 32.7 -652% TSS 656 4 99% 1220 5.5 -100% 314 49.5 84% 1650 94 94% 2400 5 -100% 7/19/2011 10/12/2011 10/10/2012 IN OUT REDUCTION IN OUT REDUCTION IN OUT REDUCTION BOD 190 260 -37% 17.7 1300 8 99% N 54.4 20.6 62% 21.3 81.4 21.3 74% TSS 200 49.5 75% 22.5 676 28.5 96% Tmrn ci 1 IV w i �� � - I _ .4 I i Pam. _ 2-00 boD v� 2-C) t 0 �� Vj- w Ll i --� Environmental Services Envirenmentrtl Chemistry Site Sampling Site Assessment A � �� B��ce Data Auditing Quality Assurance Services C R Y O . R A T .i O N CERTIFICATE OF ANALYSIS Wastewater Treatment Services,Inc. REPORTED: 10/16/2006 44 Commercial Street ORDER#: G0688328 Raynham, MA 02767 SAMPLE DATE: 1016/2006, COLLECIp Ry: J.Peterson DATE RECEIVED: 10/6/2006 09:45 SAMPLE ID: y T oyster Harbor LOCATION: Osterville MA(8573) DESCRIPTION: WATER Effluent(Grab) RESMTS OF ANALYSIS LAB-ID#: fl j Test Parameters 4 94.2 SM 52108 10/06/2006 mgR- OD EPA 351.2 10/13/2006 mg/L 0.50 <0.9Q .eldabl,Nitrogen 10/U612006 mg/L 0.50 itrate,Nitrogen 4110B SM 4110 B 0.25 <0.25 SM 4110 B tp106/2006 mg/L 20.5 itrite,Nitrogen 4110B 4 Solids,Suspe nded SM 2540 D 10/12l2006 mg/L NA=Not Appiicable Approved By ND=Not Detected Manager Date `<' = Less Than Detection Limit OCT z a 2006 BY:-------------------- Page 2 of 2 , 422 West Grove Street, Middleboro, MA 02346 Ph: 508-946-2225 Analytical Balance Cnrp: Environmental Services Envitanmeutal Chemistry - Site Sampling Site Assessment Balance Data Auditing uali Assurance Services nG1.�Y4tl.Ll Q tY 11 C A R T O R A . 1 :I G. lA CERTIFICATE OF, ANALYSIS Wastewater Treatment Services,Inc. REPORTED: 10/16/2006 44 commercial Street ORDER#: G0688328 Raynham, MA 02767 SAMPLE DATE: 10/6/2006 COLLECTED BY: J. Peterson DATE RECEIVED: 10/6/2006 'TIME: 04:30 LOCATION: Osterville MA(8573) SAMPLE ID: Oyster Harbor Influent(Grab) DESCRIPTION: WATER RESULTS OF:ANALYSIS LAB-ID#:.:: :069932" Parameters _ 10/06/2006 mg/L .4 2,620 SM 5210B OD 0.50 74.4 Kjeldahl,Nitrogen EPA351.2 i0/13/2006 mg/L 10/06/2006, mg/L 0.50 <U.50 Nitrate,Nitrogen 4110B SM 4110 B <U-25 10/06/2006 mg/L Q:25 Nitrite,Nitrogen 4110B �SM.411QB 42,750 Solids,Suspended M 2540 D 10/12/2006 mg/L p �ME7' OCT 2 D 2006 By -------------------- Page 1 of 2 - 02346 Ph: S(lS-946-2225 ebora MA Analytical Balance Corp., 422 West Grave Street, NIiddl , i�/ � i r Cr ' ' I r. Environmental Chemistry Environmental Services Site Assessment !� t• Site Sampling Quality Assurance Services 1. j *�— AA ke Data Auditing C C} R P 0 R I Q N CERTIFICATE OF ANALYSIS wastewater Treatment Services,Inc. REPORTED: 10/03/2007 44 Commercial Street Raynham, MA 02767 ORDER#: G0798553 COLLECTED BY: J.Peterson . SAMPLE DATE 9/25/2007 TIME: 13:00 DATE RECEIVED: 9/25/2007 LOCATION: Osterville,MA SANTLE ID: Oyster Harbor Grab(8573) DESCRIPTION: WATER RESULTS OF ANALYSIS Test Parameters Las-m#: 074e553-01 BOD SM 5210B 09/27/2007 mg/L 4 55.9 Kjeldahl,Nitrogen EPA 351.2 09/28/2007 mg/L 0:50 15.1 Nitrate,Nitrogen 41.10B SM 4110 B 0.9/25/2007 mg/L 0.50 <0.50 Nitrite,Nitrogen 4110B SM'4110 B 09/25/2007 mg/L 0.25 <0.25 Solids,Suspended ISM 2540 D 10/01/2007 mg/L 4 19.5 NA=Not Applicable ND=Not Detected Approved By. '<' = Less Than b Manag r / Date `*' = Detection Limit OCT 0 6 2007 B Y:----------------- Page t of 1 Anafytical Balance Corp., 422 West Grove Street, AUddleboro, MA 02346 Ph: 508-946-2225 � 1 f AQO." 4r r Environmental Chemistry Environmental Services Site Assessment Site Sampling Quality Assurance Services A1ial 6 Bala ce Data Auditing G A R F © R A T i O hT CERTIFICATE OF ANALYSIS Wastewater Treatment Services,Inc. 44 Commercial Street . REPORTED: OI/14/2008 Raynham, MA 02767 ORDER.#: G0701252 COLLECTED BY. J.Peterson SAMPLE DATE: 12/28/2007 TIME: 11:30 DATE RECEIVED: 12128/2007 LOCATION: Osterville,MA(8573): . SAMPLE ID: Oyster Harbors .Effluent(Grab) DESCRIPTIO14: WATER .. _ RESULTS .017_ANALYSIS Test Parameters LAB-ma: 0701 52-02 13OD SM 5210B 12128/2007 mg/L 4 7.3 Kjeldahl,Nitrogen EPA 351.2 01/11/2008 mg/L 0.50 1.16 Nitrate,Nitrogen 4110E SM 4110 B 12/28/2007 mg/L 0.50 2.69 Nitrite,Nitrogen 4110E SM 4110 B 12128/2007 mg/L 0.05 <4.25 Solids,Suspended SM 2540 D 01/03/2008 mg/L 4 .17.0 NA=Not Applicable ND=Not Detected Approved By: '<' = Less Than azger Date '*' = Detection Limit f � 7 JAN 1 6 2008 BY---------- ------- Page 2 of Analldcal Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph: 509-946-2225 Environmental Chemistry Environmental Services Sitae:AssessmenE Quality Assurance Services Anal " BalmcC 51fe Sampling l)9ta Auditing C 0 :R.. !'. 0 R. .A . 't`.:7 0 N . CERTIFICATIE OF ANALYSIS Wastewater Treatment Services,Inc, 44 Commercial Street REPORTED: 01/14/2008 Raynham, MA 0.2767 ORDER#: G0701252 B COLLECTED Y: J.Peterson SAMPLE DATE: 1Z128f2007 TIME: 1 L:30 DATE RECEIVED: 12/28/2007 LOCATION: Osterville,MA(8573) SAMPLE ID: Oyster Harbors Influent(Grab) DESCRIPTION: WATER RESULTS OF ANALYSIS MEMO= Eon est' .ammeters LAB-m#: 07012s2-01 BOD ISM 5210B I2/28/2007 mg/L 4 400 Kjeldahl,Nitrogen EPA 351.2 01/1 V2008 mg/L 0.50 52.3 Nitrate,Nitrogen 4110B SM 4110 B 12/28/2007 mg/L 0:50 <0.50 Nitrite,Nitrogen 4110B SM 4110 B 12/28/2007 mg/L 0.05 <0.25 Solids,Suspended ISM 2540 D 01/03/2008 iizg/L 4 404 ; d= h� 1 AN 16 2008 BY--------------------- Analytical Balance Corp., 422 Vest Grove Street, Middleboro, MA 02346 Ph: 508-946-2225 page!of 2 i h � Cd � Ii I AQUATIC ECO-SYSTEMS, INC. I 407-886-3939•AquaticEco.com �f Environmental Chemistry AIM Environmental Services Site Assessment y►r� t� �"#B Site Sampling Quality Assurance Services Albal�di Data Auditing G OR Y I . O N CTRTMCA.TE OF ANALYSIS Wastewater Treatment Services,Inc. 44 Commercial Street REPORTED: 07/08/2009 Raynham, ILIA 02767 ORDER#: G0806296 COLLECTED BY: J..Peterson SAMPLE DATE: 6/30/2008 'I RYM: 9:15 DATE RECEIVED: 6/3 0/2008 LOCATION: Osterville,MA-Effluent SAMPLE ID: Oyster Harbors Grab DESCRIPTION: WATER RESULTS d3F ANALYSIS TestParameters LAD-ma: . 0806296-02 BOD SM 5210B 07/02/2008 mg/L 4 43.2 Kjeldahl;Nitrogen EPA 351.2 07/03/2008 mg/L 0.50 15.3 Nitrate,Nitrogen 4110B SM 4110 B 06/30/2008 mgfL 0.50 <0.50 Nitrite,Nitrogen 4110B SM 4110 B 06/30/2008 mg/L 0.25 <0:25 Solids,Suspended ISM 2540 D 07/02/2008 mg/L 4 12.0 NA=Not Applicable ND=Not Detected Approved Less Thy La anger e Detection Limit J U JUL 0 V 2008 .By--------------------- Page 2 of 2 dnr./vfinirl Rnlaxrn!'nrn.. 4?2 WP.St'Grove Street- Middleboro. MA 02346 Ph:508-946-2225 I Environmental ChemistryEnvironmental.Services _ � Site Assessme nt site e Sampling g Quality uali Assurance Services alanCe DAte Auditing G 0 R'P. 0 A T'. .I 'Q N CIERTIFICATE OF ANALYSIS Wastewater Treatment Services,Inc. 44 Coznmercial Street REPORTED: 07/08/2008 Raynham, MA 02767. ORDER#: G0806296 COLLECTED BY: J.Peterson SAMPLE DATE: 6/30/2008 TIIVIE: 9:00 DATERECEIVED: 6/30/2008 LOCATION: Osterville,MA-Influent SAMPLE ID: Oyster Harbors Grab DESCRIPTION: WATER SULTS OF ANALYSIS Test PQPfF)ttBte/'S LAB- M o8a6296-0 DOD SM 5210B 07/0212008 mg/L 4 140 Kjeldahl,Nitrogen EPA 351.2. 07/03/2008 mg/L 0.50 26.7 Nitrate,Nitrogen 411 OB SM 4110 B 06/30/2008 mg/L 0.50 <0.50 Nitrite,Nitrogen 411 OB SM 4110 B 06/30/2008 mg/L 0.25 <0.25 Solids,Suspended ISM 2540 D 07/02/2008 mg/L 4 382 JUL 09AM BY---------------------- Page 1 of 2 Analytical Balance Corp.. 422.West Grove Street, Middleboro, MA 02346 Ph: 508-946-2225 �,. l.._ Environmental Chemistry Environmental Services Site Assessment O*Balmce Site Sampling Quality Assurance Services } Data Auditing C.w0p.t. 0 R l I. O N CERTMCATE OF ANALYSIS Wastewater Treatment Services,Inc. 44 Commercial Street REPORTED: 10/06/2008 Raynham, NIA 02767 ORDER#: G0809338 COLLECTED BY: J.Peterson SAMPLE DATE: 9423/2008 THVM: 7:45 DATE RECEIVED: 9/23/2008 LOCATION: Osterville,MA-Effluent SAMPLE ID: Oyster Harbors Grab(8573) DESCRIPTION: WATER RESULTS:OF-ANALYSIS- Test Parameters LAB-ION: 0809339-02 BOD SM 5210B 09124/2008 mg/L 4 <4.0 Kjeldahl,Nitrogen EPA 351.2 10/03/2008 mg/L 0.50 <0.50 Nitrate,Nitrogen 4110B SM 4110 B 09/23/2008 mg/L 0.50 7.92 Nitrite,Nitrogen 4110B SM 4110 B 09123/2008 mg/L, 0.25 0.25 Solids, Suspended SM 2540 D 09/25/2008 mg/L 4 4.0 NA=Not Applicable ND=Not Detected Approved By: '<' = Less Than anger ! Date *' = Detection Limit OCT 0 7 BY:--- ---------------. Page 2 of 2 Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph: 508-946-2225 r Environmental Chemistry. Environmental Services Site.Assessment A � rp Site Sampling Qualify Assurance Services '6.:e Data Auditing G O H R ,� A T .I 1.O N CERTMCATE OF ANALYSIS . Wastewater Treatment Services,Inc, 44 Commercial Street REPORTED: 10/06/2008 Raynham, MA 02767 ORDER#: G080933.8 COLLECTED BY: J.Peterson SA vTLE.DATE: 9/23/2008 -TIME: 7:30 DATE RECEIVED: 9/23/2008 LOCATION: Osterville,MA-Influent SAMPLE ID: Oyster Harbors Grab(8573) _ DESCRIPTION: WATER RESULTS (DF ANALYSIS Test Parameters LAB-ID#: 0909338-01 BOD SM 5210B 0924/2009 m91L 4. 520 Kjeldahl,Nitrogen EPA 351.2 10/03/2008 mg/L 0.50 . 12.6 Nit-ate,Nitrogen 4110B SM 4110 B 0923L2008 mg/L 0.50 7.64 Nitrite,Nitrogen 4I 10B SM 4110 B. 0923/2008 . mg1L, 025 0.43 Solids,Suspended SM 2540 D 09252008 mg/L 4 2,160 ACT 0 7 ZGO� BY---------------.....- Page I.of 2 Analytical Balance Corp., . 422 West Grove Street, Middleboro, MA 02346 Ph:.$08-946-2225 �� r I I Environmental Chemistry Environmental Services Site Assessment • site Sampling Quality Assurance Services 1 %PA �� Data auditing G 0 R '1' I ,.O .N. i CERTIFICATE OF ANALYSIS Wastewater Treatment'Services,Inc. REPORTED: 04120/2009 44 Commercial Street Raynllam, YEA 02767 ORDER 4: G0914516 .i COLLECTED BY: I.Peterson SAMPLE DATE: 4/972009 TINE: 8:30 DATE RECEIVED: 4/10/2009 LOCATION: Oystervill,MA-Effluent. SA LPLE'ID: . Oyster Harbor Grab(8573) DESCRIPTION: WATER - RESULTS-QV ANALYSIS._:..; ...._.:.._ __.. LA-WIN: 6914516-C2 �1dP£�3t+PB BPS. . . BOD SM 5210B o4/l0/2009 mg/L 4 <4.0 Kjeldahl,Nitrogen EPA 351.2 04/17/2009 rng/L 0.50 0.67 Nitrate,Nitrogen 4110E S1,I 4110 B 04/10/2009 mg/L 0.50 12•0 Nitrite,]�Fitrogen 4110E SM 4110 B 04/l0%009 -mgl 0.25 <0.25 Solids,Suspended SM 2540 D 04/14/2009 mg/L 4 <4.4 NA=Not Applicable ND=Not Detected Approved Bg> rl � = Less Than Manager ! Date '#' = Detection Limit APR 2 2 2009 By:----------------- Page 2 of 2 Q22 west Grove Street, Middleboro, MA 02346 Ph:508-946-2225 Environmental Chemistry Environmental Services Site Assessment Site Sampling Quality Assurance Services 1 3. Ba�L Data Auditing A T i CERTIFICATE OF ANALYSIS Wastewater Treatrnent:Services,Inc. 44 Commercial Street REPORTED: 04/20/2009 . Raynham, MA 02767 ORDER#: G0914516 COLLECTED BY: J.Peterson SAMPLE.DATE: 419/2009. I Ilv1E:. :8:15 DATE RECEIVED: 4/10/2009 LOCATION: Osterville,MA-Influent SAMPLE ID: .. Oyster Harbor Grab(8573) DESCRIPTION; WATER RES so is,. Test Parameters - I AD-ma: 0914516-01 BOD SM 521 OB 04/10/2009 mg/L 4 950 Kjeldahl,Nitrogen EPA 351.2 04/17/2009 mg/L 0.50. 65.1 Nitrate,Nitrogen 411013 SM 4110 B 04/10/2009 mg/L 0.50 <0.50 Nitrite,Nitrogen 411 OB SM 4110E 04/10/2009 mg(L 0.25 0.99 Solids,Suspended ISM 2540 D 04/1412009 mg/L 4 656 YMO APR 2 2 2009 BY--------------------- Page 1 of 2 VV 41'i..--C+- 4- M;AA1-6— .MA f171AK Ph- 4a9-4d(,-177K I ok r Rnvironmental Chemistry Environmental Services Site Assessment Site Sampling Quality Assurance Services B& #� c Data Auditing C 0 R P 0 R A N CERTMCATE OF ANALYSIS Wastewater Treatment Services,Inc. 4 REPORTED: 07/1012009 4 Commercial Street Raynham, MA 02767 ORDER#: G0916902 COLLECTED BY: 3...PetersQn SAMPLE DATE: 6/30/2009 TEVIE: 08:45 DATE RECEIVED: 6/30/2009 LOCATION: Osterville,MA-Effluent SAMPLE ID: Oyster Harbors Grab(8573) DESCRIPTION: WATER RESULTS OF ANA><.�sis Test Parameters 956902-D2 BOD SM MOB 07/01/2009 mg/L 4 8.6 Kjeldahl,Nitrogen EPA 351.2 07/0912009 mg/L 0:50. 8.27 Nitrate,Nitrogen 4110B SM 4110 B 06/30/2009 mg/L 0.50 23.9 Nitrite,Nitrogen 411.0B SM 4110 B 06/30/2009 mg/L 0.25 <0.25 Solids,Suspended ISM 2540 D 07/02/2009 mgf L 4 5.5 NA=Not Applicable ND=Not Detected Approved By. = Less Than Lab Kanager ate _ Detection Limit L...� JUL 1 5 2009 DY:_--_ ftg€20f2 Analytical Balance Corp., 422 West MA Street, Middleboro, A 02346 Ph: 508-946 11YK---- " Environmental Chemistry Environmental Services Site Assessment ' Site Sampling uali Assurance Services Bate . . Data Auditing Quality t5 .p 0 R ... A i.. I. ..0 CERT19CATE OF ANALYSIS Wastewater Treatment Services,Inc. 44 Commercial Street - REPORTED 07/10/2009 Raynham, NIA 02767 ORDER#: G0916902 TE 6/3 A 0/2009 CO D BY: J.Peterson SAMPLE DATE:LE D LLEC TRYIE: 08:301. BATE RECEIVED: 6/30/2009 LOCATION: Osterville,MA-Influent SAMPLE ID:. Oyster Harbors DESCRIPTION: WATER Grab(8573) S:QF ANALYSIS ---RESULT TeaSf PlPt7YlKetEPs LAB=M 0916902-01 BOD SM 521013 07/01/2009 mg/L . 4 270 Kjeldahl,Nitrogen EPA 351.2 07/092009 mg/L 0.50 92.9 Nitrate,Nitrogen 4110B SM 4110 B 06/30/2009 mglL 0.50 53.9 Nitrite,.Nitrogen 411 OB SM 4110 B ..06/3012009 mg/L 0.25 1.34 Solids,Suspended SM 2540 D 07/02/2009 mg/L 4 1,220 JUL 15 2000 c ------------- Page I of 2 Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph: 508-946-2225 I `� L I Evnvironmental Chemistry Environmental Services S4te Assessment ++ Site Sampling Quality Assurance Services j AJ xf���l gCaty-R b= Aata Auditing 0 O R. P O I .R CERTIFICATE OF ANALYSIS Wastewater Treatment Services,Inc. 44 Commercial Street REPORTED: 10/12/2009 Raynham, NIA 02767 ORDER#: G0920186 COLLECTED BY: J.Peterson SAMPLE DATE: 9/29/2009 TFVJE: 10:15 DATE RECEIVED: 9/29/2009 LOCATION: Osterville,MA(8573) SAMPLE ID: Oyster Harbors Effluent Grab DESCRIPTION: WATER .RESULTS OF-ANi.&LYMS TestParameteirs LAB->n#: oszolss az BOD SM 5210B 09/30/2009 mg/L 4 37.0 Kjeldahl,Nitrogen EPA3512 10/09/2009 mg/L 0.50 17.7 Nitrate,Nitrogen 4110B SM 4110 B 09/29/2009 mg/L 0.50 <0.50 Nitrite,Nitrogen 4110B SM 4110 B. 09/29/2009 mg/L 0.25 <0-25 . Solids,Suspended ISM 2540 D 10/01/2009 mg/L 4 49.5 NA=Not Applicable ND=Not Detected. Approved By-- '<' = Less Than LU Manager ! vate '*' = Detection Limit OCT 14 2000 BY ............Page 2.QU .4w,.1..0;, 7 R,:r,.:.;.I-,.,.., All.WPet Grnve Street. Middleboro.. MA 02346 Ph: 508-946-2225 Environmental Chemistry Environmental Services Site Assessment Site Sampling Quality Assurance Services Analvdc "c Data Auditing. G 0. R 'P 0 R o. A i' I 0 R CERTMCATE OF ANALYSIS Wastewater Treatment Services,Inc. 44 Commercial Street REPORTED: 10/12/2009 Raynhatn, MA 02767. . ORDER#: G0920186 COLLECTED BY: J.Peterson SAMPLE DATE: .9/29/2009 TIME: 10:04 DATE RECEIVED: 9/29/2009 LOCATION: Osterville,MA(8573) SAMPLE ID: Oyster harbors Influent Grab . DESCRIPTION:. WATER .._......._ RESULTS OF ANALYSIS Tel p(YP[LttIC BPS LA -M#: 0920186-OI BOD SM 52IOB 09/30/2009 mg/L 4 1,090 Kjeldahl,Nitrogen EPA 351.2 10/09/2009 Mg/L 0.50 70.8 Nitrate,Nitrogen 4110B SM 4110 B 09/29/2009 mg/L 0.50 <0.50 Nitrite,Nitrogen 4110B SM 4110 B 09/29/2009 mg/L 0.25 <0.25 Solids, Suspended ISM 2540 D 10/01/2009 1 mg/L 4 314 OCT l 4 �00� ��// Page 1 of 2 All XXT—+!`..,.,o C+rnnf MiAMAhnrn. MA VIA6i Ph. ;nA- ;i=122g -_ ATIC ECO-SYSTEMS, INC. J7-886-3939.•AquaticEco.com E Enviranmentat Chemistry EnvironIneiltAl Services Site.A.ssessment �-��..rr�� Site Sampling Quality Assurance Services as E.1�.Gi almC Data Auditing G Q R P O R A T I 4 lv Mike Moreau C1;RTIECA1 E .OF ANALYSIS 'Wastewater Treatment Services, Inc. 44 Commercial:Street REPORTED: 07/28/2010.. -Rayhan-4 MA 02767 ORDER#: G.1028371 COLLECTED BY. h1.Dilien SAMPLE DATE: ://20/2010 _ _. _ _. TIME.: 7.:00 DATE RECEIVED: 7/20/2010 LOCATION: 170 Grand Island Ostentille,MA-Effluent SAMPLE ID: Grab(8573) Oyster Harbors DESCRIPTION: . WATER _.... .........._-....... .. ..._..._.... . - . .: .:. RE,SULTS OF Test fZPlf'?1!tePS LAB-IDtt: 1028371-02 soD ISM 5210B 07/21/2010 mom, 4 .6L7 K a1dahl,Nitrogen EPA 351.2 07f22/2010 mg/L 0.50 24.8 Nitrate,Nitrogen 4110B SM 41 I 0 B 07/20/2010 : mg/L 0.50 <0.50 Nitrite,Nitrogen 41 l0B SM 4110 B 07/20/2010 mg/L, 0.25 <0.25 Solids, Suspended SM 2540 D 07/26/2010 mg/L 4 .94.0 NA=Not Applicable ND=Not Detected Approved BZ f b <' = Less Than *` = Detection Limit ab Man / Date JUL 3 0 2010 BY! -------------------- � Page 2 of 2 6anlvfinirl RnTR»no!'nrn d?7.Wacf irT(1VP.Cfr£P_f lVEirldlehnrn_ MA, 02346 Ph: 508-9r�6-2225 Environmental Services Environmental Chemistry site Sampling Site Assessment oBahu� Data Auditing ImaAssurance Services ��""` Quality. C. 0 R O. R A Mike Moreau CERTIFICATE OF ANALYSIS -Wastewater Treatment Services,Inc. REPORTED: 07/28/2010 44 Commercial Street Zaynham, MA 02767. . ORDER#: G1028371 COLLECTED BY:.M.Dillen_ SAlvIPLE DATE: 7/20/2010 7:00 .DATE RECEIVED: , .7/20/2010 TIMME: LOCATION: 170 Grand Island Ostervi.Ile, MA-Influent SAMPLE ID: Grab(8573) Oyster,.Harbors BESCRIPTION: WATER °Rh:SUL'rS-OF-A DIALYSIS - . "TestParameters LAB ID# IQ2&371 Q1 SM BOD 5210B _07/2.1I2010 mg/L 4 2,650 Kjeldahl,Nitrogen EPA 351.2 07/22/2010 mg/L 0.50 92.7 O.SQ. <0.50 2�Titrate,Nitrogen 4110B SM 4110 B 0 7120/20 1 0 m� 07t20/2010 m 0.25 <0.25 Nitrite,.Nitrogen 41'IOB SIv14110 B �'' 4 1,650 Solids, Suspended SM 254Q D 07/26I2010 mg(L 9 7M jij JUL 3 0. 2010' BY:---------------- --- Page 1 of 2 Qnaludral&zIancP Cnrn.. 422 West.Grove Street, Middleboro, MA 02346 Ph: 508-946-2225 I tN � AQUATIC ECO-SYSTEMS,INC. 407-886-3939•AquaticEco.com r • 1 Environmental Chemistry Environmental Services. Site Assessment ��� •�� �c��� Site Sampling Quality Assurance Services Data Auditing C O R ' O R A T 1 O N Mike Moreau CERTIFICATE OF ANALYSIS Wastewater Treatment Services,Inc. 44 Commercial Street REPORTED: 10/14/2010 Raynham, MA 02767 ORDER A: G 1031199 COLLECTED BY: M.Dillen SAMPLE DATE: 10/7/20.10 TIME: 7:45 DATE RECEIVED: 10/7/2010 LOCATION: 170 Grand Island Dr. Osterville,MA- ff SAMPLE ID: Grab(8573) Oyster Harbors. DESCRIPTION: WATER RESULTS OF A-NA- ,1'SrS !Test Parameters LAs M: 1031189-02 BOD SM 5210B 10/08120I0 mg/L 4 40.0 Kjeldahl,Nitrogen EPA 351.2 I0111/2010 mg/L 0.50 32.7 Nitrate,Nitrogen 411OB SM 4110 B 10/07/2010 mg/L 0.50 0.95 Nitrite,Nitrogen 411 OB SM 4110 B 10/07/2010 mg/L 0.25 <0.25 Solids,Suspended SM 2540 D 1 011 1/20 1 0 mg/L 4 5.0 NA=Not Applicable ND=Not Detected Approved By.. 014,10 `<' = Less Than b Manage? / Bate *' = Detection Limit NETT CT.�C1 1 BY:-------------------- Page 1 of 1 dnn)ofinn7 Rir/am-P I'nrn_. d22`C e-qf..(,`Trove Street. Middleboro. MA 02346 Ph: SOS-946-2225 Environmental Chemistry Environmental Services Site Assessment � r Site Sampling Quality Assurance Services 1 �.R al c Ba Ce pata Auditing G O. n 0 R r1 T .1 O N Mike Moreau CERTIFICATE Of ANALYSIS Wastewater Treatment Services,Inc. 44 Commercial Street REPORTED:, 10/26/2010 Raynharn, MMA 02767 ORDER#: G1031442 COLLECTED.BY:- M.Dillen SAMPLE DATE: .10/19/2010 TLME 7:30 DATE RECEIVED: 10/.19/2010 LOCATION: 170 Grand Island Dr.Osterville,M.A SAMPLE ID: Grab-Influent(8573) yster-Ha`rbors DE SCRIPTION: WATER RESULTS OF ANALYSIS LAB-IN: 1031442-01 ►Test Parameters BOD SM-5210B 10/20/2010 mg/L 4 3,060 Kjeldahl,Nitrogen EPA 351.2 10/22/2010 mg/L 0.50 4.35 Nitrate,Nitrogen 4110B SM 4110 B 10/1912010 mg/L 0.50 <0.50 Nitrite,Nitrogen 41 l0B ISM 4110 B 10/19/2010 mg/L 0.25 <0.25 Solids,Suspended ISM 2540 D 1 0/2 112 0 1 0 mg/L 4 2,400 NA=Nat Applicable ND=Not Detected Approved By ' - 'C = Less Than Mana r 1 Date = Detection Limit t OCT z72010 BY - Page 1 of 1 Analvtiral_Balance Corn.. 422.West Grove Street, Middleboro, KA, 02346 Ph:508-946-2225 t . Environmental Chemistry 'Environmental Services Site Assessment Site Sampling Quality Assurance Services An� `.Cig B�ce Data Auditing O R: P O R- A T 1 0 N Mike Moreau CERTIFICATE OLD ANALYSIS Wastewater Treatment Services,Inc. 44 Commercial Street REPORTED: 08/03/2011 Raynham, MA 02767 ORDER#: G1138567 COLLECTED BY: M.Dillen SAMPLE DATE: 7/19/201.1' TIME: 7:30 DATE RECEIVED: 7/20/2011 LOCATION: 170 Grand Island Rd. Osterville,MA SAMPLE ID: Oyster Harbors. Effluent Grab DESCRIPTION: CATER _RESULTS OF ANALYSIS Test.Parameters LAB-1DN: 1139567-02 BOD SM 5210B 07/20/2011 mg/L 4 e260. Kjeldahl,Nitrogen EPA 351.2 07/22/201I mg/L 0.50 20.6 Nitrate,Nitrogen 4110E SM 4110 B 07/20/2011 mg/L 0.50 ND Nitrite;Nitrogen 4110B SM 4110 B 07/20P201 I mg/L 0.25 ND Solids,Suspended SM 2540 D 07/25HO11 mg/L 4 49.5 NA=Not Applicable j ND=Not Detected Approved-By: g/-3/"l LessThan 04 La ager ate `*' = Detection Limit AUG 8.2011 �:................PRI 2 of 2 Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph: 508-946-2225 Environmental Chemistry Environmental Services ' Site Assessment m I �C�.C� Site Sampling Quality Assurance Services Data.Auditiug G O RX47 a 1, a O R .a A T: I: Q N Mike.Moreau CERTIFICATE _4F ANALYSIS . Wastewater.Treatment Services, Inc. 44 Commercial Street REPORTED: 08/03/2011 Raynham,,MA 02767 ORDER#: G1138567 COLLECTED BY: :M.Dillen : SAMPL:E DATE: 7/19/2011 TIME: 7:30 . DATE RECEIVED: 7/20/2011 LOCATION: ` 170 Grand Island Rd.Osterville,MA SAMPLE ID.:. Oyster Harbors Influent Grab DESCRIPTION: WATER RE uLn OF ANALYSIS.... Test Parameters LAB-m#: 1138567-01 BOD SM 5210B 07/20/2011 mg/L. 4 190 Kjeldahl,Nitrogen EPA 351.2 07/22/2011 mg/L 0.50 54.4 Nitrate,Nitrogen 4110B SM 4110 B 07/2012011 tng/L 0.50 ND. itrite,Nitrogen 4110B SM 4110 B OV20/2011 mg/L 0.25 ND Solids, Suspended ISM. D 07/25/2011 mg/L 4 200 AUG 8 nit : ...................... Page 1 of 2 Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph: 508-946-2225 !� e �� i r , Environmental Chemistry Environmental Services . Site Assessment � � � re Site Sampling Quality Assurance Services 1, Data Auditing G O EtEt Y O R . .� A T' T O 1�` Mike Moreau CERTIFICATE OF ANALYSIS. Wastewater Treatment Services,Inc. 44 Commercial Street REPORTED: 10/20/2011 Raynham, MA. 02767 ORDER#: G1141602 COLLECTED BY:. M,Dillen SAMPLE DATE: 10/12/2011 TBAE 10:00 DATE RECEIVED,: 10/13/2011 LOCATION: 172 Grand Island Dr.Osterville,MA SAMPLE D: Oyster Harbors Club Grab(8573). DESCRIPTION: WATER RESULTS-OF ANALYSIS MEN= ?Test Parameters LAB-IDN: 1141602-01 BOD SM 5210B 10/1312011 mg/L 4 17.7 KjeldahL Nitrogen EPA 351.2 10/190011 mg/L 0.50 21.3 Nitrate,Nitrogen 411 OB SM 4.110 B 10/13/2011 mg/L 0.50 0.71 Nitrite,Nitrogen 411 OB SM 4110 B 10/13/2011 mg/L 0.25 ND Solids,Suspended ISM 2540 D 1 10/14/2011 mg/L 4 22.5 NA=:Not Applicable ND=Not Detected Approved By: . Less Than Lab onager I Date `*' = Detection Limit t� RECE IVED OCT 7 5 2011 Page 1 of 1 Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph: 508-946-2225 � i Envlronmestal Chemistry Environmental Services i Site Assessment R `Site Sampling Quality Assurance Services *OR I.CEI Balm! Data Auditing R .. A T I O N . Mike Moreau '`' CERTIFICATE OF ANALYSIS Wastewater Treatment Services,Inc. 44 Commercial Street REPORTED: 10/23/2012 Raynham, MA 02767 ORDER#: G1251791 COLLECTED BY: M.Di11en SAMPLE DATE: 10/1012012 'I Rvffi 9:30 DATE RECEIVED: 10/10/2012 LOCATION: _ 170 Grand Island.Dr. Osterville,.MA(85.73) SAMPLE.ID: Oyster Harbors Effluent Grab DESCRIPTION: WATER RESULTS OF ANALYSIS Test P[1PalnetCl'S LAB-IDft: . I25F791 02 BOD SM 5210B 10/17/2012 mg/L .4 . 8.0 Kjeldahl,Nitrogen . EPA 351.2 10/19/2012 mg/L 2.50 21.3 Nitrate,Nitrogen 4110B SM 4110 B 10/10/2012 . mg/L 0.50 1.51 Nitrite,Nitrogen 4110B ISM 4110 B 10/10/2012 mg/L 0.25 ND Solids,Suspended ISM 2540 D 10/12/2012 mg/L 4 28.5 NA=Not Applicable ND Not Detected Approved B f� J '<' = Less Than '#' = Detection Limit Lab Manager / Daze RECEIVED OCT 2 5 2012 to Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph: 508-946-2225 Page 2 of 2 - J lEnvironmerftal Chemistry Environmental Services Site Assessment r�� ry Site Sampling L Quality Assurance Services nal l,Cll BGI�Ce Data Auditing G . O ,R P O,.R . A T I Q h Mike Moreau CERTIFICATE OF ANALYSIS Wastewater Treatment Services,Inc. 44 Commercial Street REPORTED: 10/23/2012 Raynham, MA 02767. ORDER#.: G1251791 COLLECTED BY: M.Dillen SAMPLE DATE: 10/10/2012 TIME: 9.:30 DATE RECEIVED: 10/10/2012 LOCATION: 170 Grand Island Dr. Osterville,MA(8573) SAMPLE ID:. Oyster Harbors Influent Grab DESCRIPTION: WATER RESULTS :OF.ANALYSIS. Test Parameters LAB-ED#: 1251791�01 BOD SM 5210B 10/10/2012 mglL 4 1,300 Kjeldahl,Nitrogen EPA 351.2 10/12/2012 mg/L 2.50 Nitrate,Nitrogen 411OB SM 41.10 B 10AW2012 mg/L 0.50 ND Nitrite,Nitrogen 411OB SM 4110 B 10/10/2012 mg/L 025 2.17 Solids, Suspended SM 2540 D 10/12/2012 mg/Z 4 676 I RECEIVED 0C3 Z 5 2�12 RECE1 T Page I of 2 Analytical Balance Corp., 422 Vest Grove Street, Middleboro, ,KA. .02346 Ph: 508-946-2225 4 � All Cape Environmental Services Inc. P:O. Box 235 Yarmouth Port Ma. 02675-0235 www.allcapeenvironmentalservice.com 5/3/2016 9:42 PM Town of Barnstable Board of Health 367 Main Street Hyannis,MA 02601 Re; 170 Grand Island Drive, Osterville MA"Oyster Harbors Golf Club" Dear Members of the Board As the current operator of the above system I would like to request a reduction in testing and or a clarif cation of requirements for this system. The system was installed on June 26012006 under the General Approval for secondary treatment. The UA program was in its infancy during this time and most of the Boards of Health did not have a lot of support from the DEP with these systems and the Engineers had less help in the design of these systems. The manufacturers just wanted to get as man i the round many g as they could. This has led to numerous systems being installed with inadequate tankage and or undersized. The present day approval process (here on the cape)has eliminated most of these proble ms.ms. The design b engineers have also educated themselves and are more conscious of what is needed and required. The reason that I bring all of this up is to address,without blaming,the issues that I have with the Oyster Harbor I/A System. I have listed them below. • General Approval—Secondary treatment vs Nitrogen reducing, The system is approved under the general approval for secondary treatment,but there seems to be a nitrogen requirement attached to it, according to the County Data system I am supposed to test the effluent for TN(D<N+NO2+NO3). When I go to the spot to enter the data is says testing not required. This could be a mistake within the data base but I would like a definitive answer to that,from the Board, and if it is required (Boards of Health can increase the DEP requirements of secondary treatment which is only BOD5 &TSS to include de-nitrification). If the Board of HeaIth'is requiring de-nitrification why or what mechanism would require that. The reason that I ask, as the operator of the system, I will have to go to the owners and say because of ?You are required to de-nitrify with this system. The reasoning I ask for this clarification should become clear further along in the other.issues listed below. • Usage of the System—The system is a commercial system that gets very uneven flows. In Massachusetts under the current title V design standards,we design based on a hydraulic basis and do not account for BOD5 loading. This is a problem with some commercial systems especially systems that have very uneven flows. The best wastewater treatment comes from steady flows, in decentralized plants or larger systems this is accomplished with equalization. It also can be accomplished with bigger a. All Cape Environmental Services Inc. P.O. Box 235 Yarmouth Port Ma. 02675-0235 www.alIcai)eenvironmentaIservice.com tankage and bigger treatment systems. Engineering 101 states that you want to design within the budget of your client which in practical application means as little tankage as possible (more tankage means more $ and more space with more covers etc.)now the manufacturer wants to make it as cheap as possible so that they can beat out the competition,which impractical application means as small a system as possible that will work. 20/20 hindsight is great but not very practical in this situation.The reality of this system is that even though.it was designed to the DEP standards and sized properly per manufacturers recommendations(assumed by myself as it was designed by a very competent engineer who would have took the recommendations from the manufacturer on tankage and size of FAST system) the system gets 90% of its flow within a very short period of time (lunch and early dinner). Technically it is biologically overloaded during those times,this creates an upset within the whole system. If you look at the median values (enclosed) for BOD5 and TSS the system is performing(Median 13OD5= 22.5mg/1 and TSS= 17mg/1).even during the times it did not meet 30mg/1 of BOD5 &TSS limit the system still reduced BOD5 &TSS by more than 75%. De-Nitrification—Typically.to denitrify we need to first nitrify and the BOD5 has to be below 10 mg/1 (not always the case)very simply put-this requires a certain amount of dissolved oxygen per certain amount of BOD5 (to get rid of BOD5) and then a certain amount of more air to convert TKN over to Nitrate (again very simply put). During the high loading events the system starves for air which decreases the BOD5 reduction rate and starves the nitrifying bacteria of air, killing them off nitri(nitrifying and de-nitrifying bacteria are very fragile again simply put). Typically the FAST system is very good at BODS &.TSS degradation and also in Nitrifying,but with a biologically overloaded system this is not tie case. Because of the spikes in -flow we are creating this overload condition.Now to De-Nitrify we need to recirculate the nitrified effluent back thru the anoxic zone(the septic tank) so that the bacteria (facultative.) strip the oxygen then the nitrogen off gases (again very simply put). The problem is that the effluent also picks up more BOD5 &TSS that also has to be reduced adding to the overall biological load. Back when this system was installed the local FAST distributor was not sizing the systems to account for the increased flow froin recirculation rates. In fact most of the FAST systems were not designed to de-nitrify. Only the past few years ago did the FAST systems include a recirculation system to accomplish de-nitrification. This system did however contain a recirculation system,but it was impossible for it to work as the plug for the pump was installed below the flow line of the effluent and was completely burned out. When I took over the system this was changed and the electrical connection was brought up into the riser and hard wired the recirculation now works. With the above being said,now hopefully you can see the dilemma that I am in as the operator. If the system is approved as a Secondary Treatment System under the General Approval the System is performng per the State Standard of 30mg/I for BOD5 &TSS. If the Board approved it as A Secondary Treatment with a nitrogen reduction requirement(which is allowed by DEP)then the system cannot meet the requirement of 25mg/l of Total Nitrogen for commercial systems. This is why I am asking the Board for clarification as to how it is approved. i All Cape Environmental Services Inc. P.O. Box 235 Yarmouth Port Ma. 02675-0235 www.alIcai)eenvironmentalservice.com If the system is required to de-nitrify I would like to know the reason why or what Barnstable Health Regulation requires de-nitrifying.My reasoning is this-if there is a de-nitrifying component the system will have to be upgraded and this will require the owners to invest a large sum of money in new equipment, engineering and construction costs. I owe them an explanation on this matter as their operator so that they can understand why I am asking them to upgrade the system. The owners have gone above and beyond the'responsibilities with this system. The system is pumped at the beginning of each season even though the tank does not technically need to be pumped. I do not have many owners that are as willing to do this. The grease trap is pumped on a monthly basis during the height of the season. This helps but as you may already know,because of the high dishwasher temperature(required by regulation),keeps the fats, oils &greases in suspension which carry over to the septic tank which also increases the BOD5 but there is not inuch more that can be done. They also installed a grease filter to again keep as much grease in the grease trap as possible. Now on the issue of reduction in testing and service. With the new secondary standard conditions Linder the State guide wines(because of flow being more than 2,000 gpd) I am required to visit the site quarterly. I am requesting that due to their seasonality I would like to visit the site only during the quarters that they are open. This would be Quarters 2ad, 3rd5 &part of 4"quarter.A visit in March would be done to ensure system is ready for the season with a close up by end of November. If the system is only required to perform on a secondary basis,I would also,request that the testing requirement be dropped unless field testing fails(DO >2.0 mg/l,PH between 6-9 SU, and turbidity>40 NTU) and then only lab tests for BOD5 &TSS. If the system is deemed to have a nitrogen reducing requirement, we have a different problem that will have to be addressed with the design engineer and manufacture with a solution brought back to the Board for approval. If I can be of more assistance or if you need more information please do not hesitate to call me at(508)776-6219 Please find enclosed sampling data for the system,Standard Conditions for STU's,FAST General Approval,Screen shots from the county data base. Sinc rely Winston A.Steadman II ,VP Sales&Service I w /ASystem .F E Sample Report History 170 Grand Island Drive, Barnstable 'r) Barnstable County Department of Health and Environment } P.O.Box 427,Barnstable,MA 02630 Effluent Sample Results Date TN' Nitrate2 Nitrite' TKN4 Ammonias BOD56 TSS7 Alkalinity' 09/25/2007. 18.5 0:25, - 0125 - 55 12/28/2007 4 2.69 0.125 1.16 6/3 7.3 17. 00/2008: : 1.5:7 0 25 - 0125 15:3 43:2 12 09/23/2008 8.3 7.92 _ 0.125 0.25 2 4 _. . _ ..: 04/09/2009 12:8 12 0:125 0.67. 2 2 06/30/2009 32.3 23.9 0.125 8.27 8.6 5.5 09/29/2009 1 - 8.08 _ 0:25: 0.125 17.7 37 : . 46.5 07/20/2010 25.18 0.25 0.125 24.8 61.7: . 1.dio/2010 33:715 :.. . .0:95- 0-125: 3,2.7. -- - - 54. .. .. 07/19/2011 20.6 40 10/12120.11 :22,01-. 0.71 21.3 - 10/10/2012 22.81 1.51 21.3 8 _ 28.5 08/28/2013 .- - - - - -1. 48 17 230r 120.: 230 2712014 _ - 08/05/2014 - 03/01/.2016 44.59 9.59 28.3 6.7 3 . :_ 22.2 24 77 Median = 20.6 -. 1.23 o.125 17;9 .32 22 5 17 153.5 Influent Sample Results Date TN Nitrate Nitrite TKN Ammonia BOD5 TSS 12/28/2007 52.7 0.25 0.125 52.3 400 404 - - 06/30/2008. 271- 015 38 0 125' 26 7 - 140.::. 2'. 09/23/2008 20.67 7.64 0.43 12.6 520 2160 04/09/2009. :. 6634 0:25 099 651 : _ 950 656_; 06/30/2009 148.14 53.9 1.34 92.9 270 1220 09/29/2009 71.18. 0.25 0.125 : .708. 90 - - - _ 10 07/20/2010 93.45 0.5 0.25 92.7 - -= i Date TN Nitrate Nitrite TKN Ammonia BOD5 TSS _.. 10/07/201.0 4.72 0'25 0,.125 - 4 35- 3060 . 2400 07/ 9/2011 54.4 54 4 190 200 - _ - - 10/10/2012 83-57 2.1,7 81..4: .. : 1.300' .:. 676 06/27/2014 230 120 08/05/2014 7 - 03/01/2016 1810 987 Median 60.3T• 0.25 . 025`. 59.75 5201. _ - _ 656> 05/"O 16 04:53pm Page 2 of 3 Sullivan Engineering Inc. 7 Parker Road,Box 659,0sterville MA 02655 508428-3344 e-mail:psullpenaaol.com fax 508-428-3115 June 21,2005 Board of Health Town of Barnstable 200 Main Street Hyannis,MA 02601 RE: Oyster Harbors Club! 170 Grand Island Drive, Osterville/A=053-012-001 Dear Board, Per your request the following is a written procedure for the seasonal operation of the FAST system: The Oyster Harbors Club Clubhouse restaurant facility is presently a seasonal operation, open approximately from March 21 through December 15. A portion of the Club's administrative offices are also located within the Clubhouse. These personal are year round staff. The proposed FAST system is to be in operation at all times during the season of year that the restaurant is open,unless otherwise determined by the Board of Health. Based on the present schedule,the system would be operational approximately from March 21 through December 15. The start/stop dates will be field adjusted each year based on the restaurant schedule. In the off-season,when the FAST system is not in operation,the septic system will act as a standard Title 5 system,and serve the administrative personal. If in the future the Clubhouse restaurant remains open year round,the FAST system shall also be in operation year round,unless otherwise determined by the Board of Health. I trust this meets your present needs. If you have any questions, please feel free to call. Very truly Ws, 4 --- Jo O'Dea,EIT Sullivan Engineering Inc. Cc: Oyster Harbors Club Murphy&Murphy Members of The American Society of Civil Engineers and The Boston Society of Civil Engineers I/A System Sample Report ° $ � 170 Grand Island ®rive, Barnstable ° Barnstable County Department of Health and Environments P.O. Box 427, Barnstable, MA 02630 s CHI Physical Address ;1`70 Grand Island Dr' Barnstable Technology- Model FASS - =i=cToFAST 0.5 Sample Date and Time 08/05/2014 @ 05:30 pm Sampling Parameter Result Unit Range BOD5 (Biochemical Oxygen Demantl 5 Day) 240 00000 mg/L_ <30 00 TSS (Total Suspended Solids) 65.00000 mg/L <30.00 Nitrate D L 1900S . ._.::...:. Nitrite (Nitrite) DNS mg/L <19.00 TKN (Total Kjehldahl Nitrogen) DNS m /L <19 00 9 ........ TN (Total Nitrogen) DNS mg/L <19.00 BOD5 (Biochemical Oxygen Demand;5 Day) 32.00000 mg/L <30 00 TSS (Total Suspended Solids) 28.00000 mg/L <30.00 BRL- Below Recordable Limit, DNS - Did Not Sample, NR- Not Reported i f I/A System Sample Report 170 Grand Island Drive, Barnstable Barnstable County Department of Health and Environmentys P.O. Box 427, Barnstable, MA 02630 scxu ' Physical Address 170 Grand Island Drive, Barnstable Technology- Model FAST- MicroFAST 0.5 Sample Date and Time 06/27/2014 @ 05:00 pm Sampling Parameter Result Unit Range P 9 . 9._. Ammonia (Amm:onia) NR mg/:L �19.00 _ ..: .. BOD5 (Biochemical Oxygen Demand, 5-Day) 230.00000 mg/L <30 00 TSS (Total Suspended Solids)' 120 00000 mg/L ....... 0.00 Nitrate (Nitrate) DNS mg/L <19.00 Nitrite (Nitrite) DNS;' mg/L �19.00! .... TKN (Total Kjehldahl Nitrogen) DNS mg/L <19.00 TN (Total`Nitrogen) DNS mg%L <19 00' BOD5 (Biochemical Oxygen Demand, 5 Day) DNS mg/L <30.00 TSS (Total`Suspended Solids).;. _ DNS mg/L BRL- Below Recordable Limit, DNS - Did Not Sample, NR- Not Reported BOARD OF HEALTH FOR: SEP`8,2015 r-- EXCERPT FROM THE BOARD OF HEALTH MEETING RESULTS ON 4/14/1 II. 1/A Monitoring Plan: A. Winston Steadman, representing Oyster Harbors Club — 170 Grand Island Drive, Osterville, test results of I/A Monitoring results. DISCUSSION. Winston Steadman discussed difficulty the current system has with BOD count. The owners are good about pumping every year. The Board requested water flow numbers and the full testing to be done mid-June and mid-July. Mr. Steadman will return to the Board in the Fall and the results will be discussed with George Heufelder, Barnstable County, for suggestions, / f "As &A % �c; f/ ( Pcv PAS A4614_ s f `� l 116 c. -Se �w _�s ' n i TOWN OF BARNSTABLE . s PURCHASE ORDER INQUIRY PROFILE REPORT Allocation Details Org obj Proj Description Encumbered Amt Bud 016504 671010 IN-STATE TRAVEL $1,250.00 U Liquidated $628.75 Canceled $ 0.00 Allocated Open Encumbrance $621.25 END OF REPORT - Generated by Crocker Sharon 1 Report generated: 02/25/2016 11:32 user: crockersh Page 2 Program ID: poinqury f 11_ BOARD OF HEALTH FOR: -S-EPP1015 EXCERPT FROM THE BOARD OF HEALTH MEETING RESULTS ON 4/14/1 II. 1/A Monitoring Plan: 44 A. Winston Steadman, representing Oyster Harbors Club— 170 Grand :,2016 Island Drive, Osterville, test results of I/A Monitoring results. DISCUSSION. C-Y\ Winston Steadman discussed difficulty the current system has with BOD count. The owners are good about pumping every year. The Board requested water flow numbers and the full testing to be done mid-June and mid-July. Mr. Steadman will return to the Board in the Fall and the results will be discussed with George Heufelder, Barnstable County, for suggestions. Z_ ciks- CPO Wrh /Z'►c'Jf�1 / A41 a-0/1 au S I.Barnstable County !/A Septic Management Database Winston Steadman-All Cape Environmental Inc 5:22 pm Main Submit My Clients My Reports Help -` Home>Clients>View Client>170 Grand Island Drive,Barnstable to f Site Contract Owners Components Sampling Notes _ l View History Permit Location - - Contractor Permit#: View Map —— - --— - - - _ _ _ Address: 1.70 Grand Island Drive "System Permit#: BARN-Gra170-FAS 'Osterville,MA 12345 Send Message Town Permit#: 2005-286 -- -- --_— DEP Approval: General f r'Uilding DEP Permit#: - 8573 Property Type: Single Family Res GWD• No Occupancy: Seasonal Title 5 Dates ; Design Flow: 7520.00 GPD Startup Date: 2006-06 26 SAS Size: 0.00 sq.ft. --- r Barnstable- County 11A Septic Management Database Winston Steadman-All Cape Environmental Inc 9:40 pm Main Submit My Clients My Reports Help Home>Samrales>S ubmit Sample Go Back Search Results Start Over Permit Details ------ ----- —_- -- --- --____ — . Permit Number BARN-Gra170-FAS Address 170 Grand Island Drive,Osterville(Barnstable) Owner Name - - - - Oyster Harbors Club ti Startup Date 06/26/2006 ;i Sample Report Details -_ ---- — — — - -- —--- -------- . . .. .. .. .. Permit Component* FAST-MicroFAST 0.5 i Sample Date May \/ 3 -:-2016 v: Sample Time 9 Laboratory -Select- . Sampler Name ' t Sampler License Number 1. Sample Type P Yp .. _ -_Select---- _ Is this a startup sample?* -Select- Is this a resample?* -Select--�­ Was this sample fully completed? * Select- ?' Comments No Sampling Required No Sampling Required for this Component. If you have sampling data to report,add fields for the respective parameters below by selecting the paramter in the corresponding selection box. Influent Sampling Parameters 'Add Influent Parameter,—Select— Effluent Sampling Parameters :Add Effluent Parameter: —Select-- Submit Sample * Denotes required field. I� TOWN OF BARISTABI,E Town of WA A A -61le S®. DATE: Boar(1-e-4 367 Main Street, Hyannis MA 02601 Office: 509462-4644 Susan G.Ras1S R.S. FAX 508-790-6304 Sumner Kaufman,M.S.P.H. Ralph A.Murphy,M.D. VARIANCE REQUEST FORM LOCATION Property Address: (221r`A 71. VIC .lbrild Assessor's Map and Parcel Number- O Z u, Size of Lot 17— Wetlands Within 300 Ft. Yes ✓' Business Name: No Subdivision Name: APPLICANT'S NAME: n45le• Nsrly.r-1, Cl�h S-u- . Phone 5�r - 'iL -3131 Did the owner of the property authorize you to represent him or her? Yes j,- No PROPERTY OWNER'S NAME CONTACT PERSON U ib SCNL.. Name: I Address: 1 Address: v,l ^1Lq& c 5Y Phone: C � .Hu- lam /Y1�-1- Phone: SCu �Z� - �•�yy VARIANCE FROM REGULATION(ust Reg.) - REASON FOR VARIANCE(May attach if more space needed) NATURE OF WORK: House Addition ❑ House Renovation ❑ Repair of Failed Septic System ❑ Checklist(to be completed by office staff-person receiving variance request application) Four(4)copies of the completed variance request form — Four(4)copies of engineered plan submitted(e.g.septic system plans) Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) Signed letter stating that the property owner authorized you to represent him/her for this request Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variance requests only) Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/leasee only],outside dining variance renewals[same owner/leasee only],and variances to repair failed sewage disposal systems [only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G.Rask,R.S.,Chairman NOT APPROVED Sumner Kaufman,bf.S.P.H. REASON FOR DISAPPROVAL Ralph A.Murphy,M.D. Q:/WP/VARIRZQ AJ t o 'rQ�,� Ga 4 '^`20 5 ]L5'31 01 KA VAJIIN NA ME la1 April 5, 2005 Town of Barnstable Board of Health 200 Main Street llyannis, MA 02601. ICE: Oyster Harbors Club, Osterville Dear Board of Health, As club president of the above referenced property, please be advised that John O'Dea or Peter Sullivan vf'Sullivan Engineering, Inc. has my Permission to represent the club before ,your board in shatters relating to the Septic system associated k.►rith the clubhouse. .e y, f IV ZhnK.yajcan Town of Barnstable Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,RS. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. June 2, 2005 Mr. Peter Sullivan, P.E. Sullivan Engineering, Inc. P.O. Box 659 Osterville, MA_ 02655 RE Oyster Harbors,'Club, :170 Grand Island>D rive Ostervllle A- 053 01'2-001" Dear Mr. Sullivan, You are granted permission on behalf of your client, Oyster Harbors Club, Inc., to install a FAST unit at 10 Grand island Drive, Osterville. This permission is granted with the following conditions: (1) The applicant shall provide a written procedure for seasonal shut-down of the FAST system. (2) The applicant shall provide documentation showing that the original disposal works construction permit and installed septic system is designed to handle 4,300 gallons per day. (3) The FAST unit and grease trap shall be installed in strict accordance with the revised engineered plans dated March 4, 2005. (4) The designing engineers hall supervise the construction of the FAST Unit and grease trap and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the revised plans dated March 4, 2005. (5) The influent and effluent shall be tested twice per year (in June and in August), for a period of two years. (6) After two years of operation (sometime in 2007) the applicant shall appear before the Board of Health during a public meeting to present the results of the effluent testing. Sulliv anOysterHarbors (7) The effluent discharge concentrations shall not exceed the following: a. Total Nitrogen (TN) shall not exceed 25 mg/liter. b. The BOD5 shall not exceed 30 mg/liter c. The TSS shall not exceed 30 mg/liter Since r ly yours, Wayne Kfer, M.D. Chairman S ulliv anOysterHarbors G rz f� I s, PTO"OF BARNSTABLE .. c�ug . LOCATION �E feO-S-ApP1 Oys►t-e1�+rel3pes ► SEWAGE # :VXMAGE �S f�� ill LL-E ASSESSOR'S MAP & LOT 4—( 1' 11 INS;TALLER'S NAME&PHONE N0._tt tLtL L Y_ Co+�D s� no YV Sl~P' IC TANK CAPAC= . '� A LLO(\)-S :,. _ T%.rp �.mu��2Ep LEACHING FACILITY:(type) �� c9-Y - i�c-p (siie) S�x�Z` K A ' 'NO.OF BEDROOMS /r :BUILDER OR OWNER �►f c �(�v i 2 t{ r2�0 S C L U (� PEII iTTDATE: °3 1; Q' I4 COMPLIANCE DATE:. -If, SY Sgpootion Distance Between the: t . Maximum Adjusted Groundwater Table to.the Bottom of Leaching Facility. Feet Private Water Supply Welland Leaching Facility (If any wells.exist on site or within 200 feet of leaching facility) N o �- Feet Edge of,Wetland and Leaching Facility(If any wetlands exist wjtliin 300 feet leeachin acili _ V10� � Feet Furnished by :.7C,.. .t, � �.• f ��� , rr %re 6 :. Gb ,Oh V 2c( d f0 uo 44 rV��:� LOCATION dSEWAGE PERMIT NO. VILLAGE bar . IWSTA LLER'S NAME i ADDRESS ,X4�' B U I L D E R OR OWNER r td�c,prp.S . i S/Yd DATE PERMIT ISSUED DAT E COMPLIANCE ISSUED E 04 /D " 5'5 / LOS AT ION S E W A PERMIT N0. v to C' VILLAGE OCf INSTA LE R' NAME ADDRESS Ds BUILDER OR OWNER J DATE PERMIT ISSUED DATE COMPLIANCE ISSUED Is b 0 ti a O , i 4 No. " �6 Fee THE COMMONWEALTH OF MASSACHUSETTS ' Entered incorriputer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS application for Disposal *pstrm Construction permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System � ndividual Components Location Address or Lot No. ,70 Owner's Name,Addre ,and Tel No Assessor's Map/Parcel 10 Installer's Name,Address,and Tel.No. _50g-Ft,2$-q_3CO Designer's Name,Address,and Tel. Type of Building: L�,c, ety..� Dwelling No.of Bedrooms Al A Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable)/.1!.J.,z�_ Vlk-� Date last inspected: , / Agreement: �II i i I � 'I Wo��CW��t.� ( d u���•ll�/h f v o - er rn� W r no-�L)s L,�t �Ile SIA 0 The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in W� accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this BoardAHea I /V 'gned Date Application Approved by Date o L 2 Za t Application Disapproved y Date for the following reasons —L U� poll + Permit No. ?.O 12- Date Issued Z 1 Z THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CE IFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by at / 70,4u'•4 AA, A t has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.701Z—Z63 dated Z(2--o 1 Z Installer �il+ Designer #bedrooms Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector '. No.- . '� �-`- • THE COMMONWEALTH OF%MASSACHUSE 1'S'�>` ° d'�in✓compute`r: `: . PUBLIC HEALTH DIVISION -=TOWN.OF BARNSTABLE;MASSAC•W04 S_ :0(politation for Disposat�pstem co struttion permit Application for a Permit to Construct.( ) Repair( ) Upgrade( ) Abandon( ) ❑�1omplete Sys e� ndividuahcor nts Location Address or Lot No. '70 • Owner's Name, d`dre s,and Tel.No, " Assessor's Map/Parcel d,�j 3 -7/- Installer's Name,.Address,and Tel'No:SOgr5FoZ S'g30t� Designer's Name,Address,and Tel.No.50°8-4a ES`'33 Type of Building:' Dwelling .,,No.of Bedrooms x/A Lot Size sq.ft. Garbage Grinder( ) { Other Type of Building No.of Persons Showers( ) Cafeteria( ) - Other Fixtures Design Flow(min.required) gpd Design flow provided gpd t " Plan Date Number of sheets Revision Date Title e Size of Septic Tank 12 Type of S.A.S. /Description of Soil Nature of Repairs or Alterations(Answer when applicable) -•c.rL /YLeu� �-� Date last inspected: ` l 1 t ` t ` d / �yAgreement: N0 frn�+r( lrlF)✓'u� J�Clt, Lnj7�IlPr s.A P'I tjar �( �U✓? �vi� /U o ��,l�i�� The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in WN , accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of (� I f f Compliance has been issued by this Board of Health. •gned 1=`- Date Application Approved by Date o t Application Disapproved y Date V� for the following reasons -�C , ( ' P Ur/ - Permit No. Z O 1 Z — Z C 3 Date Issued 2� ZU 1 2•—---------------,-------- --------------- ----------------------- -- ---- -------------------_---------- -------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance - THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( ))11by at / -74 J' 4 ,4 • 6b-t has been constructed in accordance with the provisions of Title}5 an�the for Disposal,System Construction Permit No.7012-a Zh 3 dated g1 Z Z `d/Z - Installer Designer " I #bedrooms Approved design flow" gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector ----- ---------------------------- ---------------------------------------------------------w --------- ------------------ No. O _— 763 Fee /5V THE COMMONWEALTH OF MASSACHUSETTS - PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal *pstem Construction Permit Permission is hereby granted to Construct( K) Repair( ) Upgrade( ) Abandon( ) System located at l 78 d and as described in the above Application for Disposal System Construction Permit. The applicant recognize eFlr uty to comply with B Title 5 and the following local provisions or special conditions. t 't Provided:C nstruct on must be completed within three years of the date of this pe Date Approved by No. GU 1 Fee 4too THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: !/ PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes 9pofication for Zisposal *pstem Construrtion 30ermit Application for a Permit to Construct( ) Repair(,grade(�e Abandon( ) ©Complete System (Individual Components Location Address or Lot No. 17�N1`rA le5ia-Ak Znj'e, . U er's Name,Addestand Tel.No. •Y1W e�5�11+ � Assessor's Map/Parcel p53 IZ.ap Installer's Name,Address-and Tel.No. Designer's Name,Address,and Tel.No. �livQ-. EnSv mr,,n 3r.c.. Qov,4tru; � S� 5o�-`iL�'33U Type of Building: Dwelling No.of Bedrooms Lot Size I,7 &K<> sq;AF Garbage Grinder( ) Other Type of Building (Z. YP g �&b cc, 6' , Kid-No.of Persons sb M8, Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided 833� i t`AeO'ZAA gpd Plan Date p5w.� 1_Sa --M':\ Number of sheets Revision Date Title lA rta � �r\ Size of Septic Tank I?v^t' ZSOO (Q Type of S.A.S. 2 See qS-R4 Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of lth. j1 Signed Date 6/ Application Approved by Date d Application Disapproved by Date for the following reasons Permit No. ?- 00 - C� `� Date Issued J 2f�O Ptp/,.�,:r,...y.,;r•+.-. -. .....-^';r9" __±r'.,.r+sF•^. .�.-_,.-.ram ,,... .-...-...r.-*.+w^^ _t: w., K � ... .. ... � �.3.. _ -..✓ s.. No. Fee THE COMMON VEALTH OF MASSACHUSETTS Entered in computer: '•! PUBLIC HEALTH DIVISION -TOWN OF..B:ARNSTABL�E, MASSACHUSETTS-� P..�!• Yes 2ppfication for -Misposal *p rnst Construction hermit - Application for a Permit to Construct( ) Repair(/)" Upgrade(�4 Abandon( ) ❑Complete System [ individual Components Location Address or Lot No. 170&MA'Sly­,ct �wper's Name,Address and Tel.No. Q,yknnit.� limber�l�,�n�_„�.*^ Assessor's Map/Parcel, d$3 0IZ-OO t 0Qrr^ ,� ,�, Installer's Name,Address �d Tel.No..a gDesi ner's Name,Address,and Tel.No. 7�10 � (.,F�!/l j/ 7, gj7 �1 r��5�5 .�.,�� t,.c \ cyleru�l 67-4 ro$-tizB-334y Type of Building: Dwelling No.of Bedrooms Lot Size I Z,7 IklZeS sq;:fL- Garbage Grinder(' ) Other Type of Building ` �Je YP g CGbtihc�����No.of Persons 5o MAC Showers( Cafeteria( ) Other Fixtures Design Flow(min.required) (P t71� gpd Design flow provided 83�� ,n A f2tZA A gpd Plan Date $cvwv Z G6 Number of sheets Revision Date - Title 0SC 5eO kAe�,AQ (Ajn. Size of Septic Tank/Pyrr\P ZSCp 6,1, - Type of S.A.S. 5 e Ogrp\ - Description of Soil t ` Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: t „mod The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Boar�Ofadltlle. Signed / Date Application Approved by x.S , Date O ` Application Disapproved by Date for the following reasons Permit No. Date Issued q200 - - -- - - THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS , Certificate of Compliance j THIS IS TO CERTTIFY,that the//On-site Sewage Disposal system Constructed( ) Repaired((✓) Upgraded Abandoned( )by at 176 6v1 _ $slcr,a Dco t has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit Not�(-�''j�{ dated L2_ 0 » Installer F_�,r--co U10 Tj1 Designer S(,L L i VA t J #bedrooms CAJ��,-,A ��A��1�U.�Cr Approved design flow gpd The issuance of thishall not be construed as a guarantee that the system will funct_i Jon i as designed. Date � �LlI,)01 Inspector No.2_r� T� Fee � 00 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIIVISION-BARNSTABLE,MASSACHUSETTS Btsposal 6pstem Construction Vermit Permission is hereby granted to Construct( ) Repair( ) Upgrade(i)" Abandon( ) System located at (76 (AfmA and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. / Provided:Constru tion ust be completed within three years of the date of this permit. Date 217 !J� Approved \ 1 JUN-01-2012 12:12 From:BORTOLOTTI CONST 5084289399 � To:15087906304 P.6/6 'own of Barnstable Regulatory Services �+ Thomas F, Geiler,Director MAWi �� � Public HMO Division Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508.862A644 Fax 508-790-630 4 Date: 2-0 Sewage Permit# Oct -0 7 Assessor's Map/Parcel Qom-ate-W) J Installer&Designer Certification Form Y Designer: Lv % Lnstaller: Address: G, S .Address: L�"ardcn,�r, J� 6z >�1ar4 ,� ,lls vVl aia� On //.2009 vas issued a permit to install a (d te) installer septic system at t7Q based on a design drawn by (adckess n car dated' 5` 0 des1gger -ZI- certify that the septic system referenced above was insWed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or s tic tank. Stripout (if required) was inspected and the soils were found satisfactory. ado ter�,f7 I certify that the septic system referenced above was installed with major changes (i.e. greater than 1 p' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Focal.Regulations, Plan revision or certified as-built by designer to follow. Stripout (if requi -was cted and the.soils were founds 'sfactory. �l�OF MZ JOHN C. ' r� Civil ; (Installer's Si aturC) No.481ca �F&/STGF�t, Fss/ONAtN�'�, Designer's Signature (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABL E F-UR1XCE OF COMP WILL AXT •bVS)ON. CERTIFICATE -NOT BE IU ' BOTH_TErIS .FORM AND AS- BUILT CARD ARE RECEIVED RY THE BARNSTAB�LE PUBLIC HEALTH DIVI&ON. THANK YOU. oofrcv ronWdoignercartiPlenrion lbrm dot TE- THEAROHITDTURALBASEPUNINOM DONTHIS AWINGISTOOONVEYTRIMARKSGENERAL � PRELIMINARY DRAWINGS ONLY EOIIIPMENT DESIGN INTENT ONLY,UNDER NO CONDITION SW.LLTHEARCHITETURAL PORTION OFTHIS ///.TriMark DRAWINGBEREFERENCEDFORBASEPLANDIMENSpNS. ORDINATIONORCONSTRIICTg EFTS t 4 10-16-2019 AUL ENSONSANDORCONSTRUOTIONCOORDINATION MUST BE COORDINATDI I FCTLY TH THE UNOEDEASr ARQ,ITECTS DRAWINGS.THIS NOTE WILL SE REMOVED ONCE TRIMARK RECEIVES A POP—NOT FOR CONSTRUCTION RCHITFCTURALDRAWTNG FROM THE CVSTOMERSARCHITECT. . ae. 14'_0" ql 113�4" 4'_Ik4° I/ I ..ma.vm.n I4 / ................. ..rMeaa.Pm.N 0 � I 22'-4" N A DOOR REVISIONS DATE BY NO.DESCRIPT,ON ,_ ......__ ,g Q - - I I �s l 2 3 •- III :4 II FOODSERVICE WAITRESS AREA EQUIPMENT LAYOUT g 1 OM SCALE:12'-1'-0' MIC n g'-. -ICI e{ S j I eu nllllsa " II ,< Q N CEIII MINI --, _ 3 20 9 9 QQZ / L m 20 nI 6 ,n O Oo LL q se B q W AAN 030 F_— P9o,La UMW 9-]9, LC / O �� O&3]-ZT119 \ I I I 11 AS NOTED oKA TRM AG Y: 15 16 16A 17 18 71 FOODSERVICE FOODSERVICE WAITRESS AREA ELEVATION FOODSERVICE BAR EQUIPMENT LAYOUT EQUIPMENT PLAN 1t" SCALE:12"-1'-0" SCALE:1/2"-1'-0" SQF100 .ETriMark UTILITY SCHEDULE UNITED EAST ELECTRICAL PLUMBING REV ITEM NO. OTY ITEM DESCRIPTION MFR MODEL VOLTS PHASE AMPS HP KW CONN. NEMA CW HW IW OW MS MBTUM - REMARKS - ITEM NO. WITH SOLID SIS DOORS,CONDENSING UNIT 0.THE LEFT,PANTHER STYLE DISPENSING KIT(A)FAUCET,CO2 GRAFT BEER GOOIER PERLK]( DOSfiO � tM 25 1/< OA "Sp5P REWUTOR KIT.AIR dSTRIBIiTOR WITH REPLREAF VALVE AND(2)SMInoFFS 1 I 2I —.SINK PERLICK TSlI N 3 PA55-THRUICE BIN PERLICK 653<IC10 VNTHIOCIRCURCOLDPLATE,2<"SPEED RAIL WITH LOCKING COVER,RBWSSfi-20 BOTTLE YVELLS.SODA LINE J CUTOUT FOR COCKTAIL STATION 0T115S266A ON THE LEFT SIDE 6S1 SPARE NUMBER CUS SPARE BACK BAR CABINET,REFRIGERATED PERLICK BBSN52 120 1 25 15 OR S16P WITH GLASS DOORS AND STAINLESS TRIM,CONDENSING UNIT ON THE LEPT W/TH STAINLESS COVER 6 _ YMTH 10 CIRCUIT COLD PU1TE.-SPEED RAIL WITH LOCKING COVER.i8W9-2A BOTTLE WELLS,SODA LINE ICE IN PERLICK TS2NC10 lrz" UT fOR COCKTAIL STATION 0]OSS265q ON THE LEFT SIDE > epgxnwa n°°e npewm CUTO dFfp•aA�°]°Kn.Y DUMP SINK PERLICK T512H5 ]le" 1-1T 8 �. 1 SPARE NUMBER CUSTOM, SPARE 111 1 GLASSWASHER HOBART L%GERI 120/2052<0 1 30.5 MW LP 5/e" 10 off° LICK Ur. 11 i056A-O 1-t/1' 1 GLASS RACK PER CONSIST OF(I)SODA GUNS.BAG IN BOX RACK AND W2 T X.ALL TRADES SHALL VERIFY OMENSIONS AND ° yq pyg 13 SODA SYSTEM Nq BY OTHERS 1. 15.0 OR S16P IQ" UTILITY REOUIREMENTS PRIOR TO ROUGKINS. 12 1J I LKIUOR BOTTLE DISPLAY PERLICK IMD21IR OP2<0 1 11 DR 1-16P 13 LIQUOR BOTTLE DISPLAY PERLICK IMD2- 100-4f) 1 13 OR 1-15P REVISIONS 15 1 RFACINN REFRIGERATOR Iq.SFO].Aq RIA-FG 1151 4.7 1. OR "Sp 15 DATE BY NO.DESCRIPTION 300 SERIES-SM CONSTRUCTION,WXJO",06"HIGH.S"BACK AND RIGHT SPLASHES,10"APRON IN FRONT OF SINK, 16 SERVICE COUNTER TRIMARK UNITED EAST FABRICATE GLASS STORAGE RACK ON THE LEFT,OPEN BASE ON THE RIGW 2W WIDE 1. 16A 1 DI—.SINK JONN BOOS PB-DISINKIDI<OSSSLR IBA 160 I DECK MOUNT FAUCET TBS BRASS —2SCR 1l2' 1l2" 168 17 1 ICE B WATER DISPENSER RANDELL 95IS 17 - UNDER000NTER REFRIGERATOR HOSIOZAKI UR2]A 115 1 IS 15 DR IISP 10 COFF EE BREWER MC BY OTHERS x x X X X ALLTRADESSHALLVERIFY OMENSKJNSANDUTI REWIREMENTSPRKJRTORIX WNS. 19 p 2 SHELWNG,WALL MOUNTED HN BOOS B.S16S.1-. G.C.SWILL PROVIDE WALL BLOCKING AS REWIRED. 10 21-1 1SPARE NUMBERINET.REFRIGERATED CUSTOM SPARE 21-25 M BACKBAR CAB PERLICK BB5108 120 12 1. DR SISP NOTSIKYWN-PLAN26 2] ICE WBER MTII BIN HOSHIIAKI ­SA. 116 ].S OR "Sp JIP NOTSHOVMONPLAN 27 281 ICE CURER HOSHIIAKI KM-1100MAJ 208-3S0 1 12$ JBW J.- JS,(2)1<' NOT SHOM ON PLAN 28 '^r' 1f PLUMBING SCHEDULE mMO REV ITEM NO. Ott ITEM DESCRIPTION CW CW STU.11 HW STUB(- 11 ION OW OWSTUB(f�FF) GAS SRE GAS STUB(AFF) MBTUH PL NG UMBI REMARK6 3I AND SINK 3/B' 13" 12" 1-1R' 1wI I I.W.TO RUN TO FLOOR SINK AS REWIRED. Q ] PA55-TMRU ICE BIN trz' � I.W.TO RUN TO FLOOR SINK AS REQUIRED. C ] ICE BIN 1/1' T 8 DUMP RINK YB" 12' 18" 12" 1— I.W,TO RUN TO FLOOR SINK AS RECIAREO. 10 GLASSWASHER 3l<' 11' S/B' I.W.TO RUN TO FLOOR SINK AS REWIRED. Nii O 11 1 GLASS RACK 1R•,I-1rz' I.W.TO RUN TO FLOOR SINK AS REWIRED. 1..1.�.12 1 SODA SYSTEM % �- P.C.TO VERIFY ALL CONNECRO AND WASTE REQUIREMENTS MIN IREMENiS PRIOR TO RV_ E� IBA NANO SINK,-TN SPLASHES 1nrz" 1A• NS Q 160 DECKMWNi FAUCET trz' 1rz' 16" uj W ] 1 ICE a WATER DISPENSER 1 rz" -1/C I.W.TO RUN TO FLOOR SINK AS REWIRED. J 0� 19 1 COFFEE BREWER % P.C.TO VERIFY ALL CONNECTIONS AND WASTE REQUIREMENTS PRIOR TO ROIIGHIN 0_ N W 'O O N O O O LL ELECTRICAL SCHEDULE REV ITEM NO. WN REM DESCRIPTION VOLTS PH AMPS HP KW COIN. NEMA STUB(AFF) ELECTRICAL REMARKS WB 1& 1 WRAF]BEER COOLER 120 12.51. DR S-1SP 16' ' OB P-2019 6 BACK BAR CABINET,REFRIGERATED 120 1 2.6 15 OR S16P G E; 10 GLASSWASHER 120rz063AO SOS JBW 18" REWIRES}WIRE POWER CONNECTION.STUB CR AND BRANCH TO CONNECTION NTS 1 1 13 1 B.—SYSTEM Xx VRFV E.C.SHALL VERIFY DIMENSIONS AND UTILITY REQUIREMENTS PRIOR TO ROUGHJNS. TRM AG I] 1 UO110R 00TRE DISPLAY 106340 1 13 OR 1-15P UOUOR BOTTLE DISPLAY 'KI I 13 OR 1-— AB" SH F�TITU' 15 1 IREACH-IN REFRIGERATOR 115 1 4.7 1. DR StSP KC 1. UNDERCOUNTER REFRIGERATEi 11S I 2S 1/6 DR S16P FOODSERVICE 19 COFFEE BREWER X X % % VRFY E.C.SHALL VERIFY OMMISIONS AND UTILITY REWIREMENTS PRIOR TO RWGHJNS. EQUIPMENT M RAC(BAR CABINET,REFRIGERATED 120 <2 OR S-1SP VRFY NOT SHOVM ON PLAN,TO REPLACE—STING UNIT.E.C.TO VERIFY REWIREMENTS ON SITE. SCHEDULES • �QF101 i F, Quote ;eNTriMark09/23/2019 Foodservice Equipment,Supplies and Design Project: From: Oyster Harbor TriMark United East OsterviIle , MA 02655 Alan J. Goldberg, CFSP Vice President, Contract Sales 505 Collins Street South Attleboro, MA 02703 PH: 508-399-2321 T-Free: 800-556-7338 ext 321 Fax: 508-761-3600 Email: Alan.Goldberg@trimarkusa.com Item Qty Description Sell Sell Total 1 1 ea DRAFT BEER COOLER 2,658.35 2,658.35 Per'lick Corporation Model No. DDS60 -- Direct Draw Draft Beer Dispenser,two-section, 60"W, self-contained refrigeration, holds(2) half barrels& (1) quarter barrel (LESS TAPPING), 33-40°F temperature range, (2) solid doors, digital thermostat, front vented, automatic defrost& evaporator condensate, automatic defrost&condensate evaporator, includes floor drain, stainless steel top, ends& back exterior, 1/5 HP, R290 Hydrocarbon refrigerant, NSF, cULus 1 ea 120v/60/1-ph, 2.5 amps, NEMA 5-15P lea 5 yr. compressor warranty, 1 yr. parts& labor warranty 1 ea Condensing unit location: Left 1 ea Solid stainless steel doors, stainless steel grille 102.10 102.10 1 ea Stainless Steel - No Tapping Holes 1 ea 65494 CO2 Regulator Kit 90.65 90.65 1 ea 20852-2 Air Distributor with Relief Valve, 2 Shut Offs 48.19 48.19 1 ea 69526-4P Panther Style Beer Dispensing Kit-(4) Faucets, Chrome, 1,126.41 1,126.41 above SECOND DOOR (dispensing head, drainer, faucet(s), air distributors, beer line connectors, air hose, air distributor cover, beer &drain line covers, air scoop &tubing, air sleeve, spanner wrench, drainer tubing-8', silicone, hardware &fittings,field installation kit) (NOTE: keg couplers sold separately) 1 ea Note: Keg coupler not included in beer dispensing kits; must be ordered separately. Refer to the Perlick tapping price book or perlick.com 4 ea 36000G "D" System Keg Coupler, probe, less lock, brass 33.49 133.96 1 ea CM13661B Extended Mounting Bolt,Vin Service Heads. (Panther 15.74 15.74 etc..)Includes 11" mounting bolt ITEM TOTAL: 4,175.40 2 1 ea HAND SINK 680.33 680.33 Initial: Oyster Harbor Page 1 of 9 0912312019 Item Qty Description Sell Sell Total Perlick Corporation Model No.TS12HSN TS Series Underbar Hand Sink Unit,free standing, 12"W x 22-1/4"D, 6" backsplash, 10"wide x 14"front-to-back x 9-1/4" deep sink,4" OC splash mount faucet holes, 16 oz. pump soap dispenser, C-fold paper towel dispenser on front apron, sound-deadened underside, (1) 8- 1/2" standpipe, 1-1/2" NPS male drain, stainless steel construction, stainless steel legs with adjustable thermoplastic feet, NSF 1 ea 934GN-LF Front Loading Faucet, wall/splash mount, lead free, 184.63 184.63 gooseneck spout, faucet valves includes: built-in check valves to prevent back flow or across flow, (2) 3/8" O.D.x 3/8" O.D.x 18", braided stainless steel supply lines included 1 ea 7055-48 Perforated Wet Waste Pan, 7 quart capacity, stainless steel, 58.20 58.20 for 18"W blender stations(10-3/8"x 12-3/4"x 4" deep) 1 ea 7054R End Splash, right, 6",for TS,TSF, or TSD series 69.18 69.18 1 ea 7054L End Splash, left, 6",for TS,TSF,or TSD series 69.18 69.18 ITEM TOTAL: 1,061.52 3 1 ea PASS-THRU ICE BIN 1,699.39 1,699.39 --� Perlick Corporation Model No. SS241C10 Service Station Ice Chest,with cold plate, 24"W x 38"D, 114 lb. ice capacity, concealed 10-circuit cold plate, ABS top ledge, stainless steel front & sides, stainless steel legs with thermoplastic feet 1 ea BW-SS6-24 Underbar Bottle Well with Ice Chest Cover Assembly, 6- 172.23 172.23 bottle capacity, 4-piece stainless steel sliding cover assembly, (3) black polypropylene bottle wells on each side (for SS24 ice chests) 1 ea SR-S24AR Speed Rail, single, 24" W, stainless steel construction, field 93.03 93.03 installed 1 ea SRLC-S24R Locking Speed Rail Cover, single, 24" W, stainless steel 154.58 154.58 construction, field installed (cover only) 1 ea 7055-265A Backsplash cutout for soda lines 80.63 80.63 1 ea Left side of backsplash ITEM TOTAL: 2,199.86 4-5 1 ea SPARE NUMBER Custom Model No. SPARE 6 1 ea BACK BAR CABINET,REFRIGERATED 3,047.65 3,047.65 Perlick Corporation Model No. BBSN52 Narrow Door Refrigerated Back Bar Cabinet,two-section, 52"W, self- contained refrigeration, 13.3 cu.ft. interior volume, (2) hinged doors with locks, digital thermostat, LED interior lighting,front vented, automatic defrost & condensate evaporator, includes floor drain, stainless steel interior, side mount compressor, 1/5 HP, R290 Hydrocarbon refrigerant, cULus, NSF 1 ea WARNING:The materials used in this product may contain chemicals known to the State of California to cause cancer and birth defects or other reproductive harm. For more information go to www.P65Warnings.ca.gov 1 ea 120v/60/1-ph, 2.5 amps, NEMA 5-15P 1 ea 5 yr. compressor warranty, 1 yr. parts& labor warranty 1 ea Standard refrigerator Initial: Oyster Harbor Page 2 of 9 0912312019 Item Qty Description Sell Sell Total 1 ea Stainless steel top- no tapping holes 1 ea Condensing unit location: Right 1 ea 68540-1 Condensing unit cover finish: Stainless steel 32.44 32.44 1 ea End finish: Stainless steel, unfinished, both sides, standard 1 ea Door type, first: glass with stainless steel door frame 159.35 159.35 1 ea Door hinge location, first: Left lea Door handle,first:full length stainless steel handle, 24" 1 ea Shelving style, first: (3) flat shelves 1 ea Door type, second: glass with stainless steel door frame 159.35 159.35 1 ea Door hinge location, second: Right 1 ea Door handle, second: full length stainless steel handle, 24" 1 ea Shelving style, second: (3) flat shelves 1 ea Crisp White'" LED ITEM TOTAL: 3,398.79 7 1 ea ICE BIN 1,252.84 1,252.84 Perlick Corporation Model No.TS241C10 TS Series Underbar Ice Bin/Cocktail Unit, modular with cold plate, 24"W x 18-9/16"D, approximately 50-lb. ice capacity, 10-circuit aluminum cold plate concealed under bin liner, 6"H backsplash with 1" return at top, ABS plastic top ledge, 10-3/4" deep stainless steel ice bin, stainless steel front& sides,galvanized steel back& bottom, 1/2" NPS male drain, 1-5/8" tubular stainless steel legs with 1" adjustable thermoplastic feet, NSF 1 ea 6" Backsplash standard 1 ea BW6-24 Underbar Bottle Well with Ice Chest Cover Assembly, 6-bottle 126.43 126.43 capacity, 2-piece stainless steel sliding cover assembly, (3) black polypropylene bottle wells on each side (for TS24,TSD24, &TSS24 ice chests) 1 ea SR-S36AR Speed Rail, single, 36" W, stainless steel construction, field 105.91 105.91 installed 1 ea SRLC-S36R Locking Speed Rail Cover, single, 36" W, stainless steel 174.61 174.61 construction, field installed (cover only) 1 ea 7055-265A Backsplash cutout for soda lines 80.63 80.63 1 ea Left side of backsplash ITEM TOTAL: 1,740.42 8 1 ea HAND SINK 525.28 525.28 Perlick Corporation Model No.TS12HS TS Series Underbar Hand Sink Unit,free standing, 12"W x 18-9/16"D, stainless steel construction, 10" wide x 14" front-to-back x 9-1/4" deep j sink, 6" backsplash,4" OC splash mount faucet holes, sound-deadened underside, (1) 8-1/2 standpipe, 3/8 copper supply tubes, 1-1/2 NPS male drain, stainless steel legs with 1" adjustable thermoplastic feet, NSF 1 ea 6" Backsplash standard 1 ea 934GN-LF Front Loading Faucet,wall/splash mount, lead free, 184.63 184.63 gooseneck spout, faucet valves includes: built-in check valves to prevent back flow or across flow, (2) 3/8" O.D.x 3/8" O.D.x 18", braided stainless steel supply lines included Initial: Oyster Harbor Page 3 of 9 0912312019 Item Qty Description Sell Sell Total 1 ea 7055-48 Perforated Wet Waste Pan, 7 quart capacity, stainless steel, 58.20 58.20 for 18"W blender stations (10-3/8"x 12-3/4" x 4" deep) 1 ea 7054L End Splash, left, 6",for TS,TSF, or TSD series 69.18 69.18 ITEM TOTAL: 837.29 9 1 ea SPARE NUMBER Custom Model No. SPARE 10 1 ea GLASSWASHER 5,321.84 5,321.84 Hobart Model No. LXGER-2 (6" LEG STAND) AdvansysIm Glasswasher with Energy Recovery, Hot Water Sanitation, .62 gal per rack, 30 or 24 Racks/Hour, Fresh Water I Rinse, Steam Elimination, Smart Sensing,Auto Delime notification & cycle, Auto Chemical Priming, with detergent, rinse aid &delime pumps, 2 Programmable Cycles, Advanced Service Diagnostics, electric tank heat, 120/208-240(3W)/60/1, ENERGY STAR®, Free factory startup for installations within a 50 mile radius of a Hobart service office; installation beyond 50 miles will be charged at the quoted rate by the local Hobart service office 1 ea Standard warranty- 1-Year parts, labor&travel time during normal working hours 1 ea NOTE: All LXGe Glasswashers ship with a leg stand assembled at the factory-additional leg stands are available as accessory parts ITEM TOTAL: 5,321.84 10A 1 ea TRIMARK UNITED EAST REBATE -250.00 -250.00 TRIMARK UNITED EAST Model No. REBATE MASS SAVE INSTANT REBATE, LXGER-2 ITEM TOTAL: -250.00 11 1 ea GLASS RACK 830.14 830.14 Perlick Corporation Model No. 7055A-D I I I I Underbar Glass Rack Storage Unit,drainboard top, 24 W x 24 D open l; front cabinet base, holds(2) 20" x 2011 glass racks, 6II H backsplash, (2) stationary rack slides height adjustable in 1" increments, embossed drainboard is reinforced & includes 1/2 drain at rear, 1 drain in bottom shelf, stainless steel construction, stainless steel legs & adjustable feet 1 ea 6" Backsplash standard ITEM TOTAL: 830.14 12 1 ea SODA SYSTEM NIC Model No. BY OTHERS SODA SYSTEM-CONSIST OF(2)SODA GUNS, BAG IN BOX RACK AND CO2 TANK 13 1 ea LIQUOR BOTTLE DISPLAY 389.78 389.78 Perlick Corporation Model No. LMD2-24R Lighted Merchandise Display, 2-tier, 24"W, white LED, right end e - , location of power cord &on/off switch (custom - no returns for credit) 100-240v/50/60/1-ph, 1.2 amps,cord, NEMA 1-15P(120v to 12v DC transformer) (dry locations only) ITEM TOTAL: 389.78 Initial: Oyster Harbor Page 4 of 9 f 0912312019 Item Qty Description Sell Sell Total 14 1 ea LIQUOR BOTTLE DISPLAY 622.13 622.13 Perlick Corporation Model No. LMD2-48L Lighted Merchandise Display, 2-tier,48"W, white LED, left end location of power cord &on/off switch (custom- no returns for credit) 100- -� 240v/50/60/1-ph, 1.2 amps,cord, NEMA 1-15P(120v to 12v DC transformer) (dry locations only) ITEM TOTAL: 622.13 15 1 ea REACH-IN REFRIGERATOR 3,085.31 3,085.31 ---- Hoshizaki Model No. R1A-FG Steelheart Series Refrigerator, reach-in, one-section, 23.1 cu. ft.,top mounted self-contained refrigeration system, (3) epoxy coated wire shelves, (1) full-height hinged glass door, digital temperature display/controls, LED interior lighting, stainless steel exterior front& sides, stainless steel interior, (4) 4" heavy duty casters (2 with brakes), R290 Hydrocarbon refrigerant, 1/4 HP, NEMA 5-15P,cETLus, ETL- Sanitation LEFT HINGED 1 ea Warranty: 3-Year parts& labor on entire machine 1 ea Warranty: 5-Year parts on compressor 1 ea 115v/60/1-ph, 5 amps,standard 1 ea Casters, 4" (set of 4),field installed, standard ITEM TOTAL: 3,085.31 16 1 ea WORK TABLE,CABINET BASE OPEN FRONT 1,939.77 1,939.77 John Boos Model No.4CO4R5-30108 Work Table, cabinet base with open front, 108"W x 30"D, 14/300 stainless steel top with 5" backsplash, Stallion Safety Edge front, 5 18/430 stainless steel wrap, stainless steel legs with adjustable feet 1 ea X-0002L Size modification to reduce size, price next largest size . 107.27 107.27 1 ea X-0115X Modified to specifications, PER SKETCH (used when changing size) **Modify to 30" x 99"with an apron in front of drop in sink and water/ice station (Randell 9515) ** **glass storage rack on left side **Open base on the right 28"to accommodate Hoshizaki UR27A 1 ea X-22011 30" right end splash, stainless steel (up to 5" in height) 178.28 178.28 1 ea X-0208A Cutout per sketch (used for special cutouts for drop-in) 150.47 150.47 (modification) 4 ft X-0208J Apron in front of sink or drop-in for modular base work tables 71.02 284.08 (per linear foot) (use X-0208B for control panel mounting) 1 ea X-0208D Glass Rack Slide, priced per section (modification) 275.12 275.12 1 ea X-0204A Mullion -Interior Portion Panel (modification) 95.85 95.85 ITEM TOTAL: 3,030.84 16A 1 ea DROP-IN SINK 119.11 119.11 i Initial: Oyster Harbor Page 5 of 9 0912312019 Item Qty Description Sell Sell Total John Boos Model No. PB-DISINK101405-SSLR Pro-Bowl Drop-In Sink, 1-compartment, 12-3/8"W x 18-1/2"D x 11"H overall size, (1) 10"W x 14"front-to-back x 5" deep bowl, deck mount faucet holes with 4" centers, 3-5/16" drain opening with basket drain, with left& right side splashes, stainless steel construction, (faucet not included), NSF, CSA-Sanitation ITEM TOTAL: 119.11 16B 1 ea DECK MOUNT FAUCET 136.86 136.86 T&S Brass Model No. B-0325-CR Mixing Faucet, deck mount, 4" adjustable centers, 5-3/4" swivel gooseneck spout with Series 1 stream regulator outlet (includes lock washer to convert to rigid), lever handles with color-coded indexes, quarter-turn Cerama cartridges with check valves, polished chrome- plated brass body&tubular spout, 1/2" NPT female inlets, low lead, cCSAus,ADA Compliant (replaces B-0326) ITEM TOTAL: 136.86 17 1 ea ICE&WATER DISPENSER 1,366.72 1,366.72 f Randell Model No. 9515 Drop-In Ice&Water Unit, 21-7/8"W x 15-1/8"D,43 lb. insulated ice chest, stainless steel top &coved corner interior, removable stainless steel cover,glass filler with drain trough, Made in USA 1 ea DIFILPTI Pitcher Filler, in lieu of glass filler 288.25 288.25 ITEM TOTAL: 1,654.97 18 1 ea UNDERCOUNTER REFRIGERATOR 1,550.67 1,550.67 Hoshizaki Model No. UR27A r Steelheart Series Undercounter Refrigerator, reach-in, one-section, 27"W, 7.21 cu.ft., self-contained rear mounted refrigeration system, (1) solid hinged door, (1) adjustable shelf, stainless steel interior, stainless steel exterior front, sides&top, (4) 4" stem casters (2 with brakes), R290 Hydrocarbon refrigerant, 1/6 HP, NEMA 5-15P, ETL- Sanitation,cETLus, ENERGY STAR® 1 ea Warranty: 3-Year parts& labor on entire machine 1 ea Warranty: 5-Year parts on compressor 1 ea 115v/60/1-ph, 2.5 amps, standard 1 st HS-5037 Casters, 2.25", (set of 4) (2 with brakes) 45.33 45.33 ITEM TOTAL: 1,596.00 19 1 ea COFFEE BREWER NIC Model No. BY OTHERS COFFEE BREWER NOT IN CONTRACT BY OTHERS ALL TRADES SHALL VERIFY DIMENSIONS AND UTILITY REQUIREMENTS PRIOR TO ROUGH-INS. 20 2 ea SHELVING,WALL MOUNTED 323.49 646.98 Initial: Oyster Harbor Page 6 of 9 0912312019 Item Qty Description Sell Sell Total John Boos Model No. BH51696-16/304 Shelf, wall-mounted,96"W x 16"D x 13"H overall size, 1-1/2"H rear up- ,,,,; ._ turn, Stallion Safety Edge front, 16/300 stainless steel, NSF, KD ITEM TOTAL: 646.98 21-25 1 ea SPARE NUMBER Custom Model No. SPARE 26 1 ea BACK BAR CABINET,REFRIGERATED 4,416.42 4,416.42 Perlick Corporation Model No. BBS108 Refrigerated Back Bar Cabinet,four-section, 108"W, self-contained refrigeration, 33.5 cu.ft. internal volume, digital thermostat, LED interior lighting, front vented, automatic defrost&condensate evaporator, includes floor drain, stainless steel interior, side mount compressor, 1/4 HP, R290 Hydrocarbon refrigerant, NSF, cULus 1 ea WARNING:The materials used in this product may contain chemicals known to the State of California to cause cancer and birth defects or other reproductive harm. For more information go to www.P65Warnings.ca.gov 1 ea 120v/60/1-ph,4.2 amps, NEMA 5-15P 1 ea 5 yr.compressor warranty, 1 yr. parts& labor warranty 1 ea Standard refrigerator 1 ea Stainless steel top - no tapping holes 1 ea Condensing unit location: Left 1 ea 68540-1 Condensing unit cover finish: Stainless steel 32.44 32.44 1 ea End finish: Stainless steel, unfinished, both sides, standard 1 ea Door type, first: solid, stainless steel 34.83 34.83 1 ea Door hinge location,first: Left 1 ea Door handle, first:full length stainless steel handle, 24" 1 ea Shelving style, first: (3) flat shelves 1 ea Door type, second:glass with stainless steel door frame 159.35 159.35 1 ea Door hinge location, second: Left 1 ea Door handle, second:full length stainless steel handle, 24" 1 ea Shelving style, second: (3) flat shelves 1 ea Door type, third: glass with stainless steel door frame 159.35 159.35 1 ea Door hinge location,third: Right 1 ea Door handle, third: full length stainless steel handle, 24" 1 ea Shelving style, third: (3) flat shelves 1 ea Door type, fourth: solid, stainless steel 34.83 34.83 1 ea Door hinge location, fourth: Right 1 ea Door handle, fourth: full length stainless steel handle, 24" 1 ea Shelving style, fourth: (3) flat shelves 1 ea Crisp White"' LED 1 st 67062 Casters,2-7/8",set of(6) 90.65 <Optional> ITEM TOTAL: 4,837.22 27 1 ea ICE CUBER WITH BIN 3,158.88 3,158.88 Initial: Oyster Harbor Page 7 of 9 0912312019 Item Qty Description Sell Sell Total Hoshizaki Model No. IM-200BAB Undercounter Ice Maker, Cube-Style, 39-1/2"W, air-cooled, self- contained condenser, production capacity up to 186 Ib/24 hours at 70°/50° (155 lb AHRI certified at 90°/70% 75 lb built-in storage capacity, stainless steel finish, individual square cube style, Evercheck'"^ digital control with LED display, alert system, removable filter, 6" legs, R404 refrigerant, 115v/60111-ph, 7.5 amps, NEMA 5-15P, NSF, cETLus, UL 1 ea Warranty: 3-Year parts& labor on entire machine 1 ea Warranty: 5-Year parts on compressor&air-cooled condenser 1 ea NOTE:Above warranties valid in US, Canada, Puerto Rico & US Territories only, contact factory for other countries 1 ea H9320-51 Water Filtration System, single configuration, 18.4" H 224.46 224.46 (manifold & cartridge) 1 ea Warranty: 1-Year on entire water filtration system & replaceable elements, standard ITEM TOTAL: 3,383.34 28 1 ea ICE CUBER 5,162.32 5,162.32 Hoshizaki Model No. KM-1100MAJ Ice Maker, Cube-Style, 30"W, air-cooled, self-contained condenser, production capacity up to 1087 Ib/24 hours at 70°/50°(935 lb AHRI certified at 90°/70°), stainless steel finish, crescent cube style, R-404A refrigerant, 208-230v/60/1-ph, 12.5 amps, NSF, UL 1 ea Warranty: 3-Year parts& labor on entire machine 1 ea Warranty: 5-Year parts& labor on evaporator 1 ea Warranty: 5-Year parts on compressor&air-cooled condenser 1 ea B-800SF Ice Bin,48"W,top-hinged front-opening door, 800-lb ice 1,507.54 1,507.54 storage capacity,for top-mounted ice makers, stainless steel exterior, painted legs included, protected with H-GUARD Plus Antimicrobial Agent, ETL, ETL-Sanitation 1 ea Warranty:3-Year parts& labor for bin 1 kt HS-2034/HS-2032 Top Kits, 18", (HS-2034, 14") &(HS-2032,4"),ABS,for 212.74 212.74 single or stacked machines 1 ea H9320-52 Water Filtration System,twin configuration, 19.11" H 384.54 384.54 (manifold &cartridge) 1 ea Warranty: 1-Year on entire water filtration system & replaceable elements, standard ITEM TOTAL: 7,267.14 88801 1 It DELIVER&SET 3,200.00 3,200.00 TRIMARK UNITED EAST Model No. DEL/SET Packed It Delivery and set-in-place of above equipment listing includes deliver, uncrate and set in place at NON-UNION RATES AND DURING NORMAL BUSINESS HOURS,8AM TO 5PM Monday thru Friday This charge is based on an Estimated number of delivery days to job site.Any delays, non related to TriMark, or changes in scope of work, may result in additional delivery and installation charges.These charges will be reflected on a change order to be signed by both parties and will be billed on the final invoice. j Initial: Oyster Harbor Page 8 of 9 0912312019 Item Qty Description Sell Sell Total Set-in-place and leave ready for any/all required connections by others. Note:The general contractor and/or owner must provide the following: (1) Proper egress (2) Elevator or crane service if required (3) Free on site4 dumpster service (4) Free temporary electrical service if needed (5) Purchase order/change order for overtime or holiday work (6)The above contract is priced as a package.The items priced may not necessarily be purchased individually or in a select group at the above pricing. (7) All Plumbing, Electrical, Carpentry and HVAC trades are by others unless specifically specified here in. ITEM TOTAL: 3,200.00 88802 1 ea INSTALLATION 1,194.00 1,194.00 1Point Distribution Model No. INSTALL- BB Installation of Draft Tower and Misc Components by Perlick approved Non-Union company to exclude plumbing, electrical, concrete coring or holes in material other than light wood or metal (of less than 20 Gauge). Installation will include start up. PLEASE HAVE BEVERAGE AND PROPER GAS ON SITE WHEN INSTALLER ARRIVES SO HE CAN COMPLETE INSTALLATION IN 1 VISIT. *************NET PRICE************* ITEM TOTAL: 1,194.00 Merchandise 50,478.94 Freight 2,575.76 Tax 6.25% 3,131.54 Total 56,186.24 Acceptance: Date: Printed Name: Project Grand Total: 56,186.24 r Initial: Oyster Harbor Page 9 of 9 No. Fee .�a _ f THE COMMONWEALTH OF MASSACHUSETTS Entered in compute__r_: _ PUBLIC HEALTH DIVISION'-TOWN OF BARNSTABLE., M'ASSACHUSETTS Y;S` 2pplicatfon for ]D gpool 6p5tem Cougtruction ern i°t'1 Application for a Permit to Construct(�)Repair( )Upgrade(%,I Abandon( ) ❑Complete System Zdividual Components Location Address or Lot No. 170 E>m-ra S51ti 17����— Owner's Name,Address and Tel.No. " .1 tlLcbaCs ®yles F�cirb��s Clab.� . Assessor's Map/parcel OS�-012.'00 i GC-4nck cs Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. '7 s. sQs-L1-U-33v Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Buildm Cl�-e-- No.of Persons Showers( ) Cafeteria( ) Other Fixtures N30 Me i `' Design Flow '7(SZO �CgP�.c��-,a{S„s�cc,.•1 gallons per day. Calculated daily flow ,Zoo (ac 1o� -gallons. Plan Date 0'9 Number of sheets Z(y+G aF(Ql Revision Date l� Title S1k Wa (ca o �'�avew.A 5 Size of Septic Tank i'Z oca0 611161 Type of S.A.S. ? JZ�Lo 4e x 16 ( ,5+ s ti DuP (ig-I&S Description of Soil_ 5ALri-_-) Nature of Repairs or Alterations(Answer when applicable) k-aocsj"_ aye Tra( i Iwo,er r IDU 1& -�a 9 ep,, Date last inspected: i1�-LA Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with,the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued this o of Nealth. S. Date C Application Approved Date Application Disapproved for the following reasons Permit No. noo 5. MetbDate Issued No. e Fee-W�.[a1 1.,. '1 1• tered in c maber THE CO MONWEALTH OF MASS�►CHUS�ETT, S �En l ` � Yes- PUBLIC HEAtTH,'DIVISIOW TOWN,OF BARN TABLE, MASSACHUSETTS { s i ti,` - Z[.plicatio nor M!5pont *pgtem Cottgtructiott Application for a Permit to Construct( )Repair( )Upgrade 01*')Abandon( ) O Complete System ff Individual Components " Location Address or Lot No.1 �O bta,�d�$5\r1 r��e O`w,n�is Name,Address and Tel.No._ 0-v� - ti�CCbOC$ Mc- Assessor's Map/Parcel 6. O lZ-00 , L-11'lick �- VlrU_ur u �/�,5�d' }1c�r'hpc5a mfZ Installer's Name,Address,and Tel.No. 5De,Signer's iarnp,Address and Tel.No. SUR 418-Y334 Type of Build' .1�/� �, DwellinZ { No.of Bedrooms Lot Size sq.ft. Garbage Grinder �Ot6r U -04,1.ype of Bu ldiri C-1 . ..o`x�� iNo.-of Persons. Showers( ) Cafeteria Other-Fixtures ixtures Ic � ,env S Design.Flow + � �'+' .r gallons per day. Calculated daily flow lt30 a 'vLv�� � od gallons. Plan Date��� umber of sheets Z � c1 �� Revision Date .3 'y/d Title Ste 4p Size of Septic Tank 1 .000 (16,5 Type of S.A.S.Z.-IZ w,ke x Il0 (GA, c y >eP �1e1�5 Description f So `� ..� r' Nature of Repairs or Alterations(Answer when applicable) �eP�4ce �X` (Ote—l� IwhRl Date last inspected .l_gdloy ' s �N< v`T Agreem nt5 i�_', � �✓ k.; The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with.the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Board of Health. S' ned `'. Date i � Application ApprovedyR w_ ' Date 113�f'V' Application Disapproved for the following reasons' f •Sri Permit No. Q00�i ao P Date Issued _________ i__________ ______ pUr �1 �rr�s p /�tP; S��fi� THE COMMONWEALTH OF MASSACHUSETTS — I 1 c��o,� � ( err,*' BARNSTABLE, MASSACHUSETTS/ IShLb,� Certificate of Compliance IS T CE ,=,, that the O - ite Sew ge Dispos System Constructed (i')Repaired ( )Upgraded� ) Abandoned( )by 7`5)at 17 (DtcnrA I-Akyia -Drive— has been construct d in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No `� _dated ��s Installer Designer -50/ i ya n The issuance of this permit shall not be construed as a guarantee that the s stem ill functio as d,,ss}i�� ned. Date. _ 1 1 I z ap 6 Inspector � Lvu W4E r/�C{i /e6A,, 'U f �1 �f.f� SyS�M n ST� Ile c f f1y ��/ ao /' b o No. Fee THE COMMONWEALTH OF MASSACHUSETTS ; PUBLIC HEALTH DIVISION - BARNSTABLE} MASSACHUSETTS .; r--t Mi.5pozat *pztem Cou5tructiou Permit w� Permission is hereby granted to Construct(---)Repair( )Upgrade )Aba on( ) t System located at 17Q (VmY4 AA-4 -Dr,\�e I 1�f' 'J 1 _ and as described in the above Application for Disposal System Construction Permii.The applicant recognizes hisllier duty to comply with Title 5 and the following local provisions or special conditions. / t Provided: Construction must be completed within three years of the date of .iris-perirtit. D Date:_ I 1 1 0 Approved by kc - vim No. MAP 4— s Fee Iw THE COMMONWEALTH QF MASSACHUSETTS PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01pprtcation for Dizp5af 6pztem Cougtruction Permit Application is hereby made for a Permit to Construct(Y( or Repair( )an On-site Sewage Disposal System at: Location Addressi°r Lot No. ,`, ,. Owner's Name,A dress and Tel.N 14,Ana Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel No. r3I z Nt A 104 S1' 4 I u c- 47Z-1'3 Type of Building: Dwelling No.of Bedrooms Garbage Grinder( ) Other Type of Building O%T[ZW/A5 No. of Persons/�" Showers( ) Cafeteria( ) Other Fixtures Design Flow 7� gallons per day. Calculated daily flow '7� gallons. Plan Date A► . cl� 1 G q`j Number of sheets 1 Revision D to Title�1w-�2T— i =i4 ill 01,TwU➢LLd- MA- rlm a % I1k, Description of Soil ( 'GI ©, o 11 I�° C, It,'-2lcll�, rZj,'_It; r1 Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construct' ma enance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 nvir mental ode and not to place the system in operation until a Certifi- cate of Compliance has been issued by t ' ar of H alth. R � ) Signed Date Application Approved by Application Disapproved for Pe following reasons Permit No. T�Z - a 7 Date Issued No. /'w� Al�� "I 1 f Ca.. 4- 1 Fee t/W I. THE COMMONWEALTH QF MASSACHUSETTS PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE}-MASSACHUSETTS o er' � �Ytc�atfott'for ,Mtg ogaY *pStem C �g tructiu n � mit Application is,hereby made fora Permit to Construct )or Repair an On-site Sewage Disposal System at: PP Y (1C P , ( ) g P Y Location Addresslor Lot No. // Owner's Name,A dress and Tel.N((::. 1 I?(S7E�2. t F�►16Ulb. F- �� '-- oySt ►Z. 1 A/iPS�6 t�(X1�' 13 - W%A2- maw , os 1 adAo4s Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel No. '3A XT5rL ?. 04 t- �lv� fi I z M A I►a S'r o ILiz Type of Building: j Dwelling No.of Bedrooms Garbage Grinder( ) Other Type of Building 057TI? AA No. of Persons Showers( ) Cafeteria( ) Other Fixtures f Design Flow 77-0 gallons per day. Calculated daily flow . 7 Zo gallons. Plan Date A!J % I a Qa Number of sheets 1 Revision D to Title\4,4IJ X=- W 6Q 'er"if OV14 IN O�J1Fs'7U Ida d` MA- RA 0�lE7Z_.�MP 1, QAA � Ilk- Description of Soil h lil r IDS r IDS-2!n!I�. °Zt�u�16 C: M o�) SA/.h Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construct oit-affma' enance of the afore described on-site sewage disposal system in accordance with the provisions of Title nvir menta ode and not to place the system in operation until a Certifi- cate of Compliance has been issued by t ' oar of H alth. Signed Date Application Approved by -- / - -Application Disapproved for t e following reasons ' Permit No. T-7 - 7 Date Issued THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Certtf trite of Comphance _ THIS IS TO CERTIFY,that the On-site Sewage Disposal System installed( )or repaired/replaced( )on by for as has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. V.a 7 dated Use of this system is conditioned on compliance with the provisions set forth below: ti —.�.— �..... +.i .— :a•a�re.. a -_ — m_s :�.��— - -:oeear .�..+.dm��.aau�e --..�Y--�. No. - / Fee ©o THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE! MASSACHUSETTS lwtgogal *pgtem Cow6trurtton Vermtt Permission is hereby granted to to construct(�/)repair( )an On-site Sewage System located at 11-_ / err-LWI G and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. All constructi must be completed within two years of the date below. Date: _Zt7 `� �' Approved PP r ALAP No. j I Fee �(✓� THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS 01pplication for MigpOgal *p5tem Com9truction 3pCrmit Application is hereby made for a Permit to Construct(i< or Repair( )an On-site Sewage Disposal System at: Location Address or Lot No. Owner's Name,A dress and Tel.No. A P500S Ow s 1 NCs t1b &-� s Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel..No `F5A_x T'�'�2-`f '!sue 017-- /NA-oN S`_ 4 Lei-0t 131 Type of Building: Dwelling No.of Bedrooms Garbage Grinder( ) Other Type of Building No. of Persons MAX W V Showers( ) Cafeteria( ) Other Fixtures Design Flow "17� gallons per day. Calculated daily flow _12�, gallons. Plan Date_ AO 9 Number of sheets i Revision D to Title 1k,44 br= 4>l7S�1 . ►Q00i1AS m mwyiLL ��-tvz— I�.JS`7L7L I�L'�3�5 'C Q1 �� �►,1!�� Description of Soil t' D . 7ii1T i�l 1fj1, �r -5. ��1 `i®l � A40N MA 4CA� i Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 t nvironmental C n of to place the system in operation until a Certifi- cate of Compliance has been issued by th' oar of Health. It Signed - Date J Application Approved by Application Disapproved for the lowing reasons Permit No. /'�— a-(y Date Issued J •.i logic.. et- No.' -, XG � / Fee 1,92 THE COMMONWEALTH OF MASSACHUSETTS - a t PUBLIC HEALTH DIVISION -TOWN OFBARNSTABLE, MASSACHUSETTS Application for Migogal *pgtem Construction Permit Application is hereby made for a Permit to Construct(IC )or Repair( )an On-site Sewage Disposal System at: 4 Location Address or Lot No. Owner's Name,A'dress and Tel.No. o ysM--►a.,64eea s GOL.F Co u2sa, Qys�z .,. A450,4 Ow s 14C. d a.t- 46 am,& &-77 1 G5-7-sIra 4A4SO" �,a� Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 017, An A I N ��r' 411,0 q 131 V Type of Building: ' Dwelling No.of Bedrooms Garbage Grinder( ) Other Type of Building L No. of Persons MaX 1 /1:1jL4j Showers( Cafeteria( ) Other Fixtures Design Flow 120 gallons per day. Calculated daily flow 720 gallons. Plan Date Q 1 Number of sheets I Revision D to Title LA IJ 14 016WIUAF 'PK_ . R A25 1 Description of Soil Q-1Z' D 7iI��t i0-,29 -5. Vo 1�-1©I C /VI 6 ' t. m Nature of Repairs r Alterations(Answer when applicable) A I' Date last inspected: Agreement: i The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 t nvironmental n of to place the system in operation until a Certifi- cate of Compliance has been issued by th' oar of Health �- / Signed I�Date 7" Application Approved by I r Application Disapproved for the Wlowingjreasons I'f Permit No. - Date Issued =_------ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLEs MASSACHUSETTS Certificate of Compliance - THIS IS TO CERTIFY,that the On-site Sewage Disposal System installed( )or repaired/replaced( )on by for as has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.? 7 - t'., dated Use of this system is conditioned on compliance with the provisions set forth below: Oft No. / 7- dL Fee 10 d THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLEs MASSACHUSETTS li!6pogal *pgtem Con5truction Permit Permission is hereby granted to to construct(><)repair( )an On-site Sewage System located at 1 L 7 /?Afe, ' and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. All construction must be completed within two years of the date below. Date: ' A roved _ ���% r PP Y i No.._ :4_. - FEB q...30 0Y�..... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Appliratiott for Diipoial Eurlw Tomitrnrtion ramit Application is hereby made for a Permit to Construct ( ) or Repair (t,<an Individual Sewage Disposal System at: f7p G�anc�rsta =:✓C QSf�'�v; 1 C.CY1u ... - ................... .. -- ----------------------------- Loc lion-Address lk 1 or Lot No. �or s C......-�-----�-=�c - --------------------r----......------------......----......:...------------------.... Owper Address era, Ile Installer Address UType of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms--------------------------------------------Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ---------------------------- No. of persons..........---............... Showers ( ) — Cafeteria ( ) 04 Other fixtures ------------------------------ - - W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity.....--.....gallons Length.-..----_--_-- Width---..---_-_--- Diameter---------------- Depth................ x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No...................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date....------------------------------...... W Test Pit No. l................minutes per inch Depth of Test Pit--.................. Depth to ground water......................... Test Pit No. 2................minutes per inch Depth of Test Pit..........-..-.-.--. Depth to ground water........................ a' ................ ------------------•-•--••-••--•-•••-•-••-•-••-----•-•-•-•--•......•................•••-••-•-•--•----•••-•--•••-•....------------------ ---•-, 0 Description of Soil------------ -------------------------------------------------•----•--------------------.--------------•---••••--•-•--•••---••-•----•--••--••---••-•-•••..............•- W U ........................................................---••••-•-•-•-••-•-••-••---------•-•-----...••------------------•--•-------•----•-•...--•-------•----•••-•--••••--•-......•--•---•-••--••-•••--- W UNature of Repairs or Alterations—Answer when applicable----------t.iq ------------t_l .e.....�.................... ------------------------- --------------------------------------------------------------------•--•••--••---••-•••--------....J-----•------•----------------------------------------------------••------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to lac .the nce h s�been sued b th�b - hea system in operation until a Certificate of Compliasyh. j� Signed ..._.. Application.Approved By --------- ................. .... Dace Application Disapproved for the following reasons: -------..._------------------------------------------------------------------------------------------------------------- ..... qDale Permit No. ..........1.� .- Issued �q. .��s�--------- Dale ..v Q to 6•�i �'+/ "t.�.� `"'.-r•".•'a�/ P '. No:. __ . .. . i Frm.............................. ` THE COMMONWEALTH OF M'ASSACHUSETTS + 3 BOARD OF HEALTH , TOWN OF BARNSTABLE Apli iration for Diopw3Ml Works Tonotrnrtion Frratit Application is hereby made for a Permit to Construct ( ) or Repair ( tan Individual Sewage Disposal System at: /7 G,'C-tncfZslc�.,r�. r, vC� (�SfC'rv� l 1 (mac Hc��c�c?__�_ _ Lo - Loc lion- \ddress � �I or Lot No. or--S..... '` .................................................----..........----•--•---...................... a Ow , 1 ner Address ...................................... -•__---- >---------------•••--- 5--tom � e Q2 � I Installer Address Q Type of Building Size Lot............................Sq. feet U Dwelling— No. of Bedrooms--------------------------------------------Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ____________________________ No. of persons---------------------------- Showers ( ) — Cafeteria ( ) Q' Other fixtures --------------------------------------------------------- W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity-_-___.-___gallons Length________________ Width---------------- Diameter.-._.__.._..._. Depth................ x Disposal Trench— No. .................... Width.................... Total Length-------------------- Total leaching area....................sq. ft. ' Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by....... ------ ----------------------------------------------------- Date..------------------------------------. Test Pit No. 1----------------minutes per inch Depth of Test Pit-_-__________---_- Depth to ground water---__---___-_-__-.-__-_. ( Test Piet No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 9 ......----•---------------•-••------------•-------••---•-----••---••-••-......---------......-------........................................................ 0 Description of Soil........................................................................................................................................................................ V ...........-••-•--•.............................•--•------•-----•---••--•---•-•---••---------------...------•----•-------•----------.._..---•----•-------•-----------------------•......_----••......---- W I; 1--------------------------'-------•------- U Nature of Repairs or Alterations—Answer when applicable._._._-_L_4 _-q_Ca�_Q...._.._�__t..�_�-_P_..._ ....................... J i - S r Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5•of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance hzis been issued by the b a-rde f health. Signed .... .................... - 4- r.... ........q. Application,Approved By ----------- _ ....... Q �- Ihte Application Disapproved for the following reason . ........................................................................................ ...._-----------------------_----------..------_----------.-------.--------------------------------------------------------------------........-----.........._............._.............. Cy Date Permit No. ---------L,-� .. .5-Y.L......................... Issued ......................?.S._1_Q "9. ---------- THE COMMONWEALTH OF MASSACHUSETTS� BOARD OF HEALTH TOWN OF BARNSTABLE LLrrttf rntr of (11jamplianre I THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired by ..........1AJ (-.f' --------- e _----------------------- --- I -nstatall er--------- --------------------------------------------..-- -. .._..............._......-------- f v i (�. at ----------�-_7U.....G-tci-no(------- �_ - .Lc�_f►��{-------JC' S f P ----- . . H0 u has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No. .---- -._.-....-.. --_ r--_-_--- dated .---- - - - THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE----------------- � - r R---._...---------------------------- Inspector ---- + ._. _......__.. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Q� TOWN OF BARNSTABLE NO...?- ..:..`?_ y FEE........................ �io�oottl ork� �nnotrttrtilan hermit Permission is hereby granted........ke��.(±E/..•___L cG w{.-S______________________ Ito Construct ( ) or Repair ( man Individual Sewage Disposal System 0 t-f- at No.....1..�o...... �-ct '�.----- 5..►Gt✓t of........ .c _.-..q.0 ,,v' C C I L.' �-� t l c� ` Street as shown on the application for Disposal Works Construction Permit No?"— Dated....... ..-............................. DATE.............. = r=-._f_ ..•--...------...--............._........... -`Board of Health FORM 36508 HOBBS&WARREN,INC..PUBLISHERS ... ....... TOWN OFDARNCxrz- STABLE ; Ttt aLw� F4ousE "Th C C), STee I�nar WA SEWAGE LOCATION VIIsYAGE TE�Z Y t L� ASSESSOR'S MAP &LOT-5 D1 Z- I s ' &STALLER'S NAME&PHONE NO. 1206 SOt� Gte E.4S�TeAP 1Zb00 Cxp•��o�S SEPTIC TANK CAPACITY T.R10 (�A��d`(�'•�E+lX-t-t (size) NZx�i LEAGH NG FACILITY: (type) hi :C)F>BEDROOMS N P* g> ' ER OR OWNER i�+� Os`� -c3o�s L�u� :::'::;>•:" CE DATE: � ........P. ITDATE: COMPLIAN anon Distance Between the: ` t Seer? 9 Feet ' ' ItiFaz ri in Adjusted Groundwater Table to the Bottom of Leaching Facility Ptiv teWater SupPly Well and Leaching Facility (If any wells exist { ... . tA o►.a C Feet site or within 200 feet of leaching facility) of Wetland and Leaching Facility(If any wetlands exist . Z b0 t Feet .. within 300 f f 1... ichi ngacili E, Furtushed by -t SL S►8 4� -f 9DS'6S 4rn is �� a CA I i .fit. V.. Id.. ��vs S Sa�cvao7 �- 3t"" QLY%SM-A lzsS n<n 3N-+l�Z3 tnn 3�vt+ suv�Noev1� , Sullivan Engineering Inc. 7 Parker Road Box 659 Osterville MA 02655 Peter Sullivan P.E. Mass. Registration No. 29733 428-3344 fax 428-3115 e-mail:PSUPEQaol.com April 17, 1998 Jerry Dunning Town of Barnstable Board of Health 367 Main Street Hyannis, MA 02601 RE: The Oyster Harbors Club The Club House Septic System Permit# 95-844 Dear Mr. Dunning, At the request of the contractor and owner, I have provided construction inspection and supervision during the installation of the septic system at the Oyster Harbors Club. For the record, I verified component size, removal of any unsuitable material, and verified all required set back distances. In summary, the system was installed in accordance with all applicable regulations and the plan of record. I trust that this meets your present needs. If you have any questions, please feel free to contact me. w.. truly yours, _ SULU f" NO. Peter Sullivan PEa Sullivan Engineering Inc. AL cc: The Oyster Harbors Club Attorney H. L. Murphy Members of American Society of Civil Engineers, Boston Society of Civil Engineers �. FEs....30.:oo... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Appliration for Divi-po!3ttl. Workii Towitrnrtion Urrmit Application is hereby made for a Permit to Construct ( ) or Repair ( L,-�r`an Individual Sewage Disposal System at Location-1\ddres ---or Lot No:........................................ Owner ` re\ Address Installer Address d Type of Building Size Lot............................Sq. feet Dwelling— No. of Bedrooms............. ---.--------..--__-Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ---------------------------- No. of persons---------------------------- Showers ( ) — Cafeteria ( ) Q' Other fixtures ------------------------------ .. ... . . WDesign Flow--------------------------------------------gallons per person per day. Total daily flow......................................:.....gallons. WSeptic Tank—Liquid capacity------------gallons Length---------------- Width-------.-------- Diameter.-.........--.-- Depth................ x Disposal Trench—No. .................... Width-------------------- Total Length-------------------- Total leaching area....................sq. ft. Seepage Pit No..--------_-------- Diameter-------------------- Depth below inlet-------.-.-.-.-.---. Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by-------------------------------------------------------------------------- Date........................................ aTest Pit No. 1----------------minutes per inch Depth of Test Pit.................... Depth to ground water................... (i Test Pit No. 2................minutes per inch Depth of Test Pit--------.----------- Depth to ground water........--.............. ------------------------------------------------------------------------------------•--................-------------------•------------------••---•---------- ODescription of Soil........................................................................................................................................................................ x U ---------------••......---------.--......•---------•-----•-•-----------------•-•-------•••••••----------------------------------------------....---------------••-------------•---...--------•-•-•-----. W ------•------------------- -----------------------------------------------------------------------•------...---------- ------------------------------.....--•------------------••-----•---...-•-••------ UNature of Repairs or Alterations—Answer when applicable.-------Qfv...gr-�C------- ?�- _e- Z J-1 -.--- ................. •-----------------------------------------------------------------•-----------------•-•-•----------------------------------...,,....---------------------------------------------••-•--...............--•--- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to lace the system in operation until a Certificate of Compliance has been issued by the board of health. g$ 1 J Signed . — G / - .. Date ...... Application.Approved By ....... - .. - ---- ......... Application Disapproved for the following reafon.r ........................................................... .......................................................................................................................... .... --............. . q Permit No. ..._.... � Da:e Issued ..........v. .-.. .3 -' F- .�---------.. Date Noj..... l'. 4� �• -1 •�. Fr�s.............................. THE COMMONWEALTH`!OF MASSACHUSETTS BOARD OF !-HEALTH TOWN OF BARNSTABLE ,� lirtt iaan for 3 i putial Waark,6 Towitrnrtiaan anti# Application is hereby made for a Permit to Construct ( ) or Repair ( 1,,-'an Individual Sewage Disposal System at: ...................... cl 0� �lv� l l-2 Golf S hc� � f Location-Address i or Lot No. a .....................r.............................� S------- r=t = Est@� , ' ss_ s-a�v. _' Installer Address UType of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms--------------- -..._--------------Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ----"----------------------- No. of persons----------.-----..---------- Showers ( ) — Cafeteria ( - ) d Other fixtures W Design Flow--------------------------------------------gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity----.......gallons Length-------------_ Width---------------- Diameter..........------ Depth................ x Disposal Trench—No. .................... Width......-----.."...--- Total Length-------------------- Total leaching area--------------------sq. ft. Seepage Pit No---------------------- Diameter.---------.-.------- Depth below inlet..--................ Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by-------------------------------------------------------------------------- Date........................................ Test Pit No. I----------------minutes per inch Depth of Test Pit.................... Depth to ground water........................ 44 Test Pit No. 2................minutes per inch Depth of Test Pit...-----_----.---- Depth to ground water..--..............-----. a -•-----------••-------------•--------•-------------•---•--------•--•--------•-•-----......------------------------------•---... 0 Description of Soil.........................................................................................................................................-•..........•••--........--•--• x U w UNature of Repairs or Alterations—Answer when applicable--------W 1 ----<jC�tC -_____Z................ -----------------------------------•----------------------------------------------- --------------••-------------------------------.......-----------------------------------------------------.....••-- _y Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued,B�_the board of health. 3 g$ Signed 4w ^ice. _ Care Application Approved By ............... - �..-..29..- S� Care Application Disapproved for the following reasons: ...................... -----------------------------------........---------------...........---------------------------......... Care Permit No. ............. - --- ........ Issued ---------------� - .. ...-.g � Dare - i x' ------., -- ,--------- --------tea—._ THE COMMONWEALTH OF MASSACHUSE17S BOARD OF HEALTH T(O��rTTWN OF V BARNSTABLE rtifiCMte"4 ("Llumpliance THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ��) by ....... IA-) �-� L--P..c� -�...5------------------------------------------------ -------......-- �I Installer - .. a ........Ts.�a V1�(........_ L ��--- C�.s. ��,.i.l..�... 1 f S h at ..- (fo .....���...... Ir has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No. ........... dated ..... ..-_. ..-..9.5_... pP - .... !. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. q DATE ........_ ..( ....../ ._...... ---- Inspector ----- -''-----------------------_ --------- ----------- -•------------- ------ ---------------------------- -- --- ___ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH q p TOWN OF BARNSTABLE No...../': ...:S.y 3 FEE....3o:.oC.J.. Dinpnnttl Workv Tunotrndiaan rantit Permission is hereby granted I�>�.. I �E'� ..2� 5 0 ........... to Construct ( ) or Repair ( man Individual Sewage Disposal System \ at No.•----•.L(P. _.G 6e11-`-A....... ---S-I` "�t�� ,��.�- .e--------- _�te. / e ,G .................. 62) Street I as shown on the application for Disposal Works Construction Permit �Noz�: 4_�. Dated----- ........ .......................................... ` Board of Health DATE �'------ --- ----------------------------------- FORM 36508 HOBBS&WARREN.INC..PUBLISHERS .. .......:.................. THE COMMONWEALTH,O MASSACHUSETTS BOARD OF HEALTH .............­•-OF...... ..:.... ............................................. , ppliration for Uiipnsal Workii Tomitrnrtinn ramit Application is hereby made for a Permit to Construct. ( ) or Repair (X an Individual Sewage Disposal System at: ...............0-Y . -............. _. r 0-- � -•-• -•--•-•••----•------•--•----.........------------•----------•-•----------------........_......•--- - -Loc ti ddress or Lot No. 'N...... ner Address ............ Installer Address Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) 4 Other—T e of Building No. of persons............................ Showers — Cafeteria Q' Other fixtur s ...................................................... W Design Flow.............. ............_._........gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter----------------- Depth................ x Disposal Trench—No-----.___---------- Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No.........I.......... Diameter......1.0........ Depth below inlet_................ Total leaching area....f...sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ aTest Pit No. 1................minutes per inch Depth of Test Pit................_.._ Depth to ground water........................ Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a .....•-•--••--------••--••-----••-------•-•-•----•-•--------••-••••-•-•----•-••...............••............................................................. 0 Description of Soil........................................................................................................................................................................ x U ..............................................................................••-••----•••-------••-••--•-••-------•-•-••--•-•--•--------••-•---•--•--•--••--••-••--•----•...-••-••-••-•---•-••------•-- w UNature of Repairs or Alterations—Answer when applicable..Ad?P____i�__. SII#19�a-_p6T__._-- ...... u :t•----------------------------------------------------------------------------------------------•----------. Agreement: The undersigned agrees to install the aforedes ed Individua e age Disposal System in accordance with the provisions of iITI,L 5 of the State Sanitary e— The unde d f tl:er agrees not to place the system in operation until a Certificate of Compliance has be issued the ar of heal . S. /2;11 .. .......... ............. ........................................ ........... .............. ................. Dat .-/. ...................... e _ i �- Application Approved BY :__A. ......... 2'� - Date Application Disapproved for the following reasons:................................................................................................................ ---•-•-•-••-••-•••--•--•--.........-••-•.................•--•------•-----••---•--••--•-••..._............._..............._..........•--•-•••-•-•....................................................... Date PermitNo......................................................... Issued-....................................................... Date .ht No.—J9.7-.:11'.� .............. THE COMMONWEALTH40*� MASSACHUSETTS BOARD OF HEALTH ......................h l............ ......OF.......0 a a. i � i}lc Appliration for Di,ap.aii al Vorkg Tongtrnriinn thrmit Application is hereby made for a Permit to Construct ( ) or Repair (;:) an Individual Sewage Disposal System at CV ................_....... _� ....._..- ,� -... ......'-'--•-" " " "" "'-'•---•'-'...... ........--•-'- -'--•-'-- '-'---'•-'--'- '-•-•----'•'•-•- ----'-------••-••'•----........-•-- Loc tion-Address or Lot No. d- a .....`•.... .............�.._.»✓»�x_*.�.---•--.._....(_/�.'".`').j.'.fO�W/ner-//--..._.t..d..l....._.......-•--'-•--"-----' ..........----------._.....--..-..._.......l.Address.'..-...-__•......_.............._.._..... �i V Y 4 h.7. . �. I ,-1 --------------•---..--.---.-•---------:---------ns �__....-= ...................... ddre�.�� Installer Address d Type of Building Size Lot............................Sq. feet aDwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) dOther fixtu es ........................................-•-•••-•-•-----•••••-•---••-•------•-•••••--•-••-••--••--••-------------------.....-•------•..........••--• W Design Flow.............. ......................gallons per person per day. Total daily flow............................................gallons. W x� Septic Tank—Liquid capacity............ all lns. Length............... Width....._..___..... Diameter_._ _-______ Depth................ Disposal Trench—�o ridth. leaching .. Seepage Pt No.. . ........ Diameter _._ Depth below inlet Totalleachingarea....Zj%l....sq• ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... Date........................................ ,4 Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 4i Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a' -•••---------•----------•------------•--••-----•----••••----•--.......•.................•'•.._.............----•-•--•-------------------•----•----.----.- 0 Description of Soil......................................................................................................................................................................... w UNature of Repairs or Alterations—Answer when applicable._A ___.�s�__ ` ! + 1 --•4'a�:...:_..�.".. �?. :I? ... ...--•----}-�--••--- �D�-......-•--•--------•----•-------.................................................................................................................................... Agreement: 11 The undersigned agrees to install the aforedescl'ibed Individual"Seyvage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code— The undersigned fukther agrees not to place the system in operation until a Certificate of Compliance has been issued by the board,of health. Signed---. ........_ Application Approved By.......................... - � •-'.J... -•----.--•----------- -.. ' M Date Application Disapproved for the following reasons:................................................................................................................ ............................................................ .................------.......----------•-•-•--••-----•-----•••---••••-•------------••--••-••-•------•••-----•-••-•--•----•--••-•-•--- Date PermitNo......................................................... Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................OF.............................................I...................................... Trrtifirtt#r of TuntpliFatta THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by... ................. _= .rI s.ller at. ------------- - ---------------------------------•------- --------------••--•------------ - -° n.. has been installed in accordance with the provisions of TITLE r,,�f T . ate Sanitary Code as described in the application for Disposal Works Construction Permit No.................Y'........4k. dated................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WIL/L FU TION SATI�SFACT�bRY. YL DATE.-.-./..Z,ll.�.................. _ Inspector_. .... ......;................................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH > i .. �'' ......................O F..---........R=:S.-fi2 r t No. �7 `..... ..............-----........-----......... FEE.:..�� U� ................... Dispimal Eorks Ta,an,o#ratrtinn anti# Permission is hereby granted..........!.....Cr. ..._ �!°-. ' d t . to Construct ( ) or Repair (-'') an Individual Sewage Disposal System a�f e. , at No ' ` Street as shown on the application for Disposal Works Construction Permit No................ .. Dated.......................................... ------•-----------------•------•----....-----•------------------------------••------••---•••--•---'••--•- 1 /DATE....................................... ........ Board of Health FORM 1255 A. M. SULKIN, INC., BOSTON y� THETp No.J--- -------- .y�; "b OFFICE OF THE BOARD OF HEALTH e 13AHA9TAELE, 8 OF THE MASS. oMpY.a`�� TOWN OF BARNSTABLE, M SS.-: - --- --------- 19 6 SEWAGE DISPOSAL PERMIT Permission is granted to -- -- �-- to construct -------- I—�"----------A-- ---- ` I. . Upon the Premises of �f ''". � Sketch f , �" - tee+ -- ------ - -------- ------------------- In the villa e.of 100 or more feet from any source of water supply 20 feet from building 10 feet from property line e Health �icer:Y a f No. ' �pf TH E Taw ------ ��Q OFFICE OF THE .BOA D OF HEALTH = BAHN9TABLE, a OF THE y MASS. o° 039-Mn n �'� TOWN OF BARNSTABLE, MA �c a• SJOI , AGE DISP®SAL PERMIT A �; ., - / `" ---------- to constructer-- �------ -"= _Permission is granted to ____ ______ t__ ______ _ _ _ _---_------_ ----------- Sketch Upon the Premises of = :s ,�µ� p � . j --- In the 0 Al I � � i 100 or more feet from any source of water supply j 20 feet from building 10 feet from property line "j6 `• FIW*b ficer. COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION MAP Q)S`� PARC!.1 O i 2 00 % LOT 3(O TITLE 5 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: 170 Grand Island Drive Osterville, MA 02655 Owner's Name: The Oyster Harbors Club k�CEIVED Owner's Address: Date of Inspection: January 9, 2004 FEB 0 2 2004 Name of Inspector:(Please Print) James M. Ford T�WHEALTHAR DEPT.STABLE Company Name: James M. Ford Mailing Address: P.O. Box 49 Osterville,MA 02655-0049 Telephone Number: (508) 862-9400 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: ✓ Passes Conditionally Passes Needs Further Evaluation by the Local Approving Authority Fail Inspector's Signature: Date: January 15, 2004 The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable,and the approving authority. Notes and.Comments ****This report only describes conditions at the time of inspection and under the conditions of use at that time. This inspection does not address how the system will perform in the future under the same or different conditions of use. Title 5 Inspection Form 6/15/2000 page 1 J Page 2 of I 1 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 170 Grand Island Drive Osterville, MA Owner: The Oyster Harbors Club Date of Inspection: January 9, 2004 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: ✓ I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B. System Conditionally Passes: One or more system components as described in the"Conditional Pass"section need to be replaced or repaired. The system,upon completion of the replacement or repair,as approved by the Board of Health,will pass. Answer yes,no or not determined(Y,N,ND)in the for the following statements. If"not determined", please explain. The septic tank is metal and over 20 years old*or the septic tank(whether metal or not)is structurally unsound,exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound,,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken,settled or uneven distribution box. System will pass inspection if (with approval of Board of Health): broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced ND explain: The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed ND explain: 2 . Page 3 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 170 Grand Island Drive Osterville, MA Owner: The Ovster Harbors Club Date of Inspection: January 9, 2004 C. Further Evaluation is Required by the Board of Health: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health,safety and the environment: Cesspool or privy is within 50 feet of a surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health(and Public Water Supplier,if any)determines that the system its functioning in a manner that protects the public health,safety and environment: _ The system has a septic tank and soil absorption system (SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance "This system passes if the well water analysis,performed at a DEP certified laboratory, for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: 3 Page 4 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 170 Grand Island Drive Osterville, kM Owner: The Oyster Harbors Club Date of Inspection: January 9, 2004 D. System Failure Criteria applicable to all systems: You must indicate either"yes"or"no"to each of the following for all inspections: Yes No ✓ Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ✓ Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ✓ Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ✓ Liquid depth in cesspool is less than 6"below invert or available volume is less than '/z day flow ✓ Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped— ✓ Any portion of the SAS,cesspool or privy is below high ground water elevation. ✓ Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ✓ Any portion of a cesspool or privy is within a Zone 1 of a public well. ✓ Any portion of a cesspool or privy is within 50 feet of a private water supply well. ✓ Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form.] No (Yes/No)The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E. Large System: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd• You must indicate either"yes"or"no"to each of the following: (The following criteria apply to large systems in addition to the criteria above) Yes No the system is within 400 feet of a surface drinking water supply the system is within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area-IWPA)or a mapped Zone II of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat,or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. 4 • Page 5 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 170 Grand Island Drive Osterville, MA Owner: The Oyster Harbors Club Date of Inspection: January 9, 2004 Check if the following have been done: You must indicate"yes"or"no"as to each of the following: Yes No ✓ _ Pumping information was provided by the owner,occupant,or Board of Health ✓ Were any of the system components pumped out in the previous two weeks? ✓ Has the system received normal flows in the previous two week period? ✓ Have large volumes of water been introduced to the system recently or as part of this inspection ? ✓ Were as built plans of the system obtained and examined?(If they were not available note as N/A) ✓ Was the facility or dwelling inspected for signs of sewage back up? ✓ _ Was the site inspected for signs of break out? ✓ _ Were all system components,excluding the SAS, located on site? ✓ Were the septic tank manholes uncovered, opened,and the interior of the tank inspected for the condition of the baffles or tees,material of construction,dimensions,depth of liquid,depth of sludge and depth of scum ? ✓ _ Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System(SAS)on the site has been determined based on: Yes No ✓ _ Existing information. For example,a plan at the Board of Health. ✓ _ Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(3)(b)]. 5 ' Page 6 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 170 Grand Island Drive Osterville, MA Owner: The Oyster Harbors Club Date of Inspection: January 9, 2004 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): Number of bedrooms(actual): DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): Number of current residents: Does residence have a garbage grinder(yes or no): Is laundry on a separate sewage system(yes or no): [if yes separate inspection required] Laundry system inspected(yes or no): Seasonal use(yes or no): Water meter readings, if available(last 2 years usage(gpd)): Sump Pump(yes or no): Last date of occupancy: COMMERCIAL/INDUSTRIAL Type of establishment: Golf clubhouse Design flow(based on 310 CMR 15.203): n/a gpd Basis of design flow(seats/persons/sqft,etc.): n/a Grease trap present(yes or no): Yes Industrial waste holding tank present(yes or no) No Non-sanitary waste discharged to the Title 5 system(yes or no): No Water meter readings, if available: Unavailable Last date of occupancy/use: Mostly summer use OTHER(describe): GENERAL INFORMATION Pumping Records Source of information: The grease trap is pumped every couple months-per Management Was system pumped as part of the inspection(yes or no): No If yes, volume pumped: _gallons--How was quantity pumped determined? Reason for pumping: TYPE OF SYSTEM ✓ Septic tank,distribution box,soil absorption system Single cesspool Overflow cesspool Privy Shared system(yes or no) (if yes,attach previous inspection records, if any) Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) Tight Tank Attach a copy of the DEP approval Other(describe): Approximate age of all components,date installed(if known)and source of information: Installed Mar. 29198-per as built card Were sewage odors detected when arriving at the site(yes or no): No 6 • Page 7 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 170 Grand Island Drive Osterville, MA Owner: The Oyster Harbors Club Date of Inspection: January 9, 2004 BUILDING SEWER(locate on site plan) Depth below grade: Materials of construction: _cast iron _40 PVC other(explain): Distance from private water supply well or suction line: Comments(on condition of joints,venting,evidence of leakage,etc.): SEPTIC TANK: ✓ (locate on site plan) Depth below grade: 12" Material of construction: ✓ concrete _metal _fiberglass _polyethylene _other(explain) If tank is metal list age: Is age confirmed by a Certificate of Compliance(yes or no): (attach a copy of certificate) Dimensions: 12,000 gal. Sludge depth: 6" Distance from top of sludge to bottom of outlet tee or baffle: -- Scum thickness: 12"+ Distance from top of scum to top of outlet tee or baffle: 3" Distance from bottom of scum to bottom of outlet tee or baffle: -- How were dimensions determined: Measuring stick Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): Tees were present. The liquid level was even with the outlet invert. There did not appear to be any signs of leakage. Recommend pumping. The steel cover was to grade. GREASE TRAP: ✓ (locate on site plan) Depth below grade: 32" Material of construction: ✓ concrete _metal _fiberglass _polyethylene _other (explain): Dimensions: 1 S00 gal. Scum thickness: I" Distance from top of scum to top of outlet tee or baffle: 8" Distance from bottom of scum to bottom of outlet tee or baffle: 14" Date of last pumping: Approx. I month ago-per Management Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): The liquid level was normal. The steel cover was to grade. 7 Page 8 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 1170 Grand Island Drive Osterville, MA Owner: The Oyster Harbors Club Date of Inspection: January 9, 2004 TIGHT or HOLDING TANK: None (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction: _concrete _metal _fiberglass _polyethylene _other(explain): Dimensions: Capacity: gallons Design Flow: gallons/day Alarm present(yes or no): Alarm level: Alarm in working order(yes or no): Date of last pumping: Comments(condition of alarm and float switches,etc.): DISTRIBUTION BOX: ✓ (if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: Even Comments(note if box is level and distribution to outlets equal,any evidence of solids carryover,any evidence of leakage into or out of box,etc.): The D-box was level. No solids were present. PUMP CHAMBER: None (locate on site plan) Pumps in working order(yes or no): Alarms in working order(yes or no) Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): 8 Page 9 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: ?70 Grand Island Drive Osterville, MA Owner: The Oyster Harbors Club Date of Inspection: .'anuary 9, 2004 SOIL ABSORPTION SYSTEM(SAS): ✓ (locate on site plan,excavation not required) If SAS not located explain why: Type leaching pits,number: leaching chambers,number: ✓ leaching galleries,number: 2-110'x 12'x 4'(per as built card) leaching trenches,number, length: leaching fields,number,dimensions: overflow cesspool,number: Innovative/alternative system Type/name of technology: Comments(note condition of soil,signs of hydraulic failure, level of ponding,damp soil,condition of vegetation,etc.): The--alleys were dry. There did not appear to be any signs of failure. The interiors were clean. The bottom to grade was 7.5'. Steel covers were to grade. CESSPOOLS: None (cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: Depth -top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater inflow(yes or no): Comments (note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation,etc.): PRIVY: None (locate on site plan) Materials of construction: Dimensions: Depth of solids: Comments(note condition of soil, signs of hydraulic failure, level of ponding,condition of vegetation, etc.): 9 + i Page 10 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 170 Grand Island Drive Osterville, AM Owner: The Oyster Harbors Club Date of Inspection: January 9, 2004 SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. ALL 4aM Pe N w&rrs v^F v c rM L. P eA.4lK. c.cp!5, 16 Z- '-Lus U%-TC> 6S e..t'� �oo �zaao G. �d p &. .. �.,,s C` 77't J " \ •-� T D �A-%bse KV: H CO32 ST _ 7z 0 ^6 si•S '�'s Ne a3.5 i 10 • Page 11 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 170 Grand Island Drive Osterville, MA Owner: The Oyster Harbors Club Date of Inspection: January 9, 2004 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water feet Please indicate (check)all methods used to determine the high ground water elevation: Obtained from system design plans on record-If checked, date of design plan reviewed: Observed site(abutting property/observation hole within 150 feet of SAS) ✓ Checked with local Board of Health-explain: topographic and water contours maps Checked with local excavators,installers-(attach documentation) Accessed USGS database-explain: You must describe how you established the high ground water elevation: Using the Barnstable topographic map and water contours map, the maps were showing approximately 18'+/-to ground water at this site. This report has been prepared and the system inspected and passed as of the date of inspection. This report is not a warranty or guarantee that the system will function properly in the future. There have been no warranties or guarantees, either expressed, written or implied, relating to the system, the inspection and/or this report. I1 f =� Fax Send Report NOV 14-201410:39 FRI Fax Number • 15087906304 Name BARNST HEALTH Name/Number 915083622603 Page 1 Start Time - NOV-14-2014 10:38 FRI Elapsed Time 00'16" Mode STD ECM Results [O•K] GfPr.:C.L Fti C t^vcvYl ' n I� It/1•{/l�{ New I/A System Permit SummarV Sheet Site Information _ Town: e)A P K SCAN .E Town Permit# Assessor Map/Parcol: Unique Town ID# Site Address: I R C) l3�64 v-, c, Owner Name: r S4t. C.l Alternate Name: _ Home Phone: Mailing Address: -1 GyZ'-6 —at[oy't V a, tv Work Phone[--sp`6')y 7:ts'—C.cT 71 Title 5 Information Building Type/Use: 4 4L(-�;A I�,E.�t'>v� Design Flow: 2 7 Z0 (gpd) Seasonal Use? Yes;Q No❑ Unknown❑ Bedrooms:_�l Y- r CStyzY.� Title V N.S.A.? Yes❑ No a Unknown❑ Lot Size: I,.`f`f Non-standard components: Please list all components e.g.//A treatment unit,pump chamber,pre-and pust equalization tanks,pressure distribution SAS,effluent filter,UV unit,etc.,and maintenance schedule for each component e.g.quarterly,2x/yr,annual,etc. I/A Treatment Unit ^ _ Make and Model# 5 F DEP Permit Type: El�eneral Board Approval Date: r.i i oC COC Dale: 1 ul b L (bAgti3 0,) ❑Provisional O&M Contract Entity: y,,i `>/AI{ C A(� ± N v' �'__.._t n� . ❑Remedial Contract Start Date: Contract Duration:_ 2 ❑Pilot Unit Installation Date: Unit Startup Date: ,z4 C DEP Permit ID#: cS 7"a 3 Influent/Effluent Monitoring Requirements and Water Quality Limits Please indicate water quality parameters that must be monitored and any town mandated water quality limits;if nu limits am shnwn,wr,will asrumr,pammrtcm and affluent limits specified in the system's DEP approval will apply. Effluent pH❑ BODs�.g—" CBOD❑ TSS�9— TN Nitrate❑ Nitrite❑— Organic N❑— Ammonia❑ TKN❑ Fecal Coliform❑ Total P❑ Organic P❑ TDS❑ Oil/Grease❑ Conductance❑ Alkalinity❑ Water Usage❑ Temp. Monitoring Schedule: 'r.l r 1v/ /4. uv Other Applicable Limits: �/' "3 Influent pH[] Boo,E] CBOO❑ TSS❑ TN❑.,_ Nitrate❑ Nitrite[I Organic N❑ Ammonia❑ TKN❑ Fecal Colifonn❑ Total P❑ Organic.P❑ TDS❑ Oil/Grease❑ Conductance❑ Alkalinity[3� Water Usage El� Temp.El--= Monitoring Schedule: Other Applicable Limits: _ BCDHE Tracking# __.„ _ Please return this shoot to: FAX:508-362-2603 Email;bciatech@cape.com yNew 1/A System Permit Summary Sheet �l U r Site Information SAr5us � Town: 1P)&2.K)GTARL.Z Town Permit# 2_0c-5S"— -s-,cD Assessor Map/Parcel: CUS 3 —U t z —cob ( Unique Town ID # Site Address: C, T-&'j co.-v-1 C- D r— Owner Name: O.0 S��' � �b W- Ll h Sri c. . oS�__ry \(c Alternate Name: Home Phone: Mailing Address: C3l'1an� TSlcwAcl e,�. Work Phone-C AS)`-�2�—�,�( �( as s s C7y S4 ,— k4-v__ -b6 rs , YY�r v z� SS Title 5 Information Building TypeiUse: COvY lyV4 duI?Lou Building Design Flow: -4 ZU (gpd) Seasonal Use? Yes;K No ❑ Unknown ❑ Bedrooms: `tom &e'CJ5 reSh�-t_ Title V N.S.A.? Yes ❑ No ®! Unknown ❑ Lot Size: `f`f Non-standard components: Please list all components e.g. 1/A treatment unit, pump chamber,pre-and post equalization tanks,pressure distribution SAS, effluent filter, UV unit, etc., and maintenance schedule for each component e.g. quarterly, 2x/yr, annual, etc. I/A Treatment Unit _ Make and Model# S DEP Permit Type: [General Board Approval Date: 9 a COC Date: t N Et, ❑ Provisional 0 & M Contract Entity: iA,(5/f I I CA Q E ENO e- . Q:ne . ❑ Remedial Contract Start Date: ". 06 Contract Duration: 2 ❑ Pilot Unit Installation Date: Unit Startup Date: DEP Permit ID#: 7 3 Influent/Effluent Monitoring Requirements and Water Quality Limits Please indicate water quality parameters that must be monitored and any town mandated water quality limits;if no limits are shown, we will assume parameters and effluent limits specified in the system's DEP approval will apply. Effluent pH ❑ BOD51E9_' CBOD ❑ TSS9 TN Nitrate ❑ Nitrite ❑ Organic N ❑ Ammonia ❑ TKN ❑ N Fecal Coliform ❑ Total P ❑ Organic P ❑ TDS ❑ Oil/Grease ❑ Conductance ❑ Alkalinity ❑ Water Usage ❑ Temp. ❑ Monitoring Schedule: _�JtJ2 U4- Other Applicable Limits: 3 Influent pH I❑ BOD5 ❑ CBOD ❑ TSS ❑ TN ❑ Nitrate ❑ Nitrite ❑ Organic N ❑ Ammonia ❑ TKN ❑ Fecal Coliform ❑ Total P ❑ Organic P ❑ TDS ❑ Oil/Grease ❑ Conductance ❑ Alkalinity ❑ Water Usage ❑ Temp. ❑ Monitoring Schedule: Other Applicable Limits: BCDHE Tracking# Please return this sheet to: FAX: 508-362-2603 Email: bciatech@cape.com SULLIVAN ENGINEERING INC. 7 PARKER ROADIP O BOX 659 OSTERVILLE, MA 02655 phone 508-428-3344 fax 508-428-9617 June 12, 2013 David Stanton, R.S. Town of Barnstable Health Department 200 Main Street Hyannis,MA 02601 RE: Oyster Harbors Club 170 Grand Island Drive, Osterville Dear David, As a follow up to our discussions to complete your files for the above referenced property this letter is to confirm that our office inspected the installation of a grease trap, and FAST System in . 2005 /2006 and believe the work was in substantial compliance with the plans and approval. I have attached an As Built Card that I prepared showing the location of the grease trap and FAST System, along with the location of all other components as per their records. I have also attached copies of the testing results for the FAST system from 2006-2012,and/ or for the Board's review. I trust this meets your present needs. If you have any questions or require additional information,please do not hesitate to call our office. Very truly yours, CqJ �- O'Dea jullivan Engineering Inc. 1 c Cc: `"OHC -q Q N r� Sullivan Engineering Inc. 7 Parker Road Box 659 Osterville MA 02655 Peter Sullivan P.E. Mass. Registration No. 29733 428-3344 fax 428-3115 e=mail:PSullPE@aol.com April 17; 1998 Jerry Dunning Town of Barnstable Board of Health 367 Main Street Hyannis, MA 02601 RE: The Oyster Harbors Club The Pro Shop Septic System Permit# 95-843 Dear Mr. Dunning,; At the request of the contractor, I'have provided construction inspection and supervision during the installation of the septic system at the Pro Shop. For the record, I verified component size, removal of any unsuitable material, and verified all required set back distances. In summary, the system was installed in accordance with all applicable regulations and the plan of record. I trust that this meets your present needs. If you have any questions, please feel free to contact me. truly yours OF SULLWAN q N0.29733 eter Sullivan PE CIVIL Sullivan Engineering Inc. �+E° ��oruaL cc: The Oyster Harbors Club Attorney H. L. Murphy Members of American Society of Civil Engineers, Boston Society of Civil Engineers Nick Bowes From: Doug Mayo <dougmayo@oysterharborsclub.org> Sent: Monday, October 14, 2019 9:28 AM To: Nick Bowes Subject: Re: 170 Grand Island - Oyster Harbors Outdoor Bar Area I forwarded the message to Alan from Trimark just to make sure. My short answer is all dishes and food related items will be returned to the kitchen dishwasher.The bar does have a glass washer. I believe I was told from Alan that we are not required to have a three bay sink at this bar. But I will just confirm that with him.There is a mop sink outside of the bathrooms in the clubhouse that can be accessed from the new hallway. II'm not sure if it's marked off on your plan as b rea, but its a mop sink closet. I'm not sure if that will suffice or if she's gonna wanna see a mop sink in that 7 new w ' station r e set/ stat o area? Hopefully not. Douglas D. Mayo General Manager _ q,� ,-7�� Oyster Harbors Club Cell ^ (act j� 508-428-3131 On Oct 14, 2019, at 9:18 AM, Nick Bowes<nick@baysidebuilding.com>wrote: Doug—lets chat tomorrow. Dealing with the Board of Health on outside bar area and want to be on the w same page as you Thanks From: Miorandi, Donna <Donna.Miorandi@town.barnstable.ma.us> Sent: Friday, October 11, 2019 4:29 PM To: Nick Bowes<nick@baysidebuilding.com> Cc: O'Connell,Timothy<Timothy.0'Connell@town.barnstable.ma.us> Subject: RE: 170 Grand Island -Oyster Harbors Outdoor Bar Area Hi Nick: Thanks for the plans. If I have questions on the design do I speak with you or is it the architect (TriMark).. I need to know where the closest mop sink is,--there is no dump sink and how are they transporting dirty dishes and glassware back to the kitchen since there is no dishwasher or three bay sink at bar. Let me know ASAP. Donna From: Nick Bowes fmailto:nick@baysidebuilding.com] Sent: Friday, October 11, 2019 9:47 AM To: Miorandi, Donna Subject: 170 Grand Island - Oyster Harbors Outdoor Bar Area 1 Nick Bowes From: Doug Mayo <dougmayo@oysterharborsclub.org> Sent: Monday, October 14, 2019 9:33 AM To: Nick Bowes Subject: Re: 170 Grand Island - Oyster Harbors Outdoor Bar Area That mop sink caters to the existing back patio so I don't know what would change from that. Douglas D. Mayo General Manager Oyster Harbors Club 508-428-3131 0 _. On Oct 14, 2019, at 9:30 AM, Nick Bowes<nick@baysidebuilding.com>wrote: Ok this helps. I'm most likely going to meet her tomorrow afternoon so ill mark it up on a new plan for her and see where it goes. From: Doug Mayo <dougmayo@oysterharborsclub.org> Sent: Monday, October 14, 2019 9:28 AM To: Nick Bowes<nick@baysidebuilding.com> Subject: Re: 170 Grand Island -Oyster Harbors Outdoor Bar Area I forwarded the message to Alan from Trimark just to make sure. My short answer is all dishes and food related items will be returned to the kitchen dishwasher.The bar does have a glass washer. I believe I was told from Alan that we are not required to have a three bay sink at this bar. But I will just confirm that with him.There is a mop sink outside of the bathrooms in the clubhouse that can be accessed from the new hallway. II'm not sure if jit's marked off on your plan as beverage area, but its a mop sink closet. I'm not sure if that will suffice or if she's gonna wanna see a mop sink in that new closet/waitstation area? Hopefully not. Douglas D. Mayo General Manager Oyster Harbors Club 508-428-3131 <—W RDOOO.j pg On Oct 14, 2019, at 9:18 AM, Nick Bowes<nick@baysidebuilding.com>wrote: 1 Nick Bowes From: Doug Mayo <dougmayo@oysterharborsclub.org> Sent: Monday, October 14, 2019 10:46 AM To: Nick Bowes Subject: Fwd: 170 Grand Island - Oyster Harbors Outdoor Bar Area Attachments: K5 - OYSTER HARBOR PLAN- 09_06_2019.pdf This is from Alan. Should be good Douglas D. Mayo General Manager Oyster Harbors Club 508-428-3131 Begin forwarded message: From: "Goldberg,Alan" <Alan.Goldberg@trimarkusa.com> Date:October 14, 2019 at 10:27:14 AM EDT To: Doug Mayo<dougmayo@oysterharborsclub.org> Cc: "Martin,Tim" <Tim.Martin @trimarkusa.com> Subject: RE: 170 Grand Island-Oyster Harbors Outdoor Bar Area I'm not sure what plan they were looking out. At item #10 is the Hobart Glass Washer. With this, there should be no need for a three bay sink. If the sink ever goes down, you can use the three bay or the dishwasher in your larger kitchen. Further, there is one hand sink with soap and towel dispenser called out for PLUS a second sink that is a dump sink. Yes, you will have to show them there is a mop sink nearby, but that should not be an issue. I believe we should be okay here. d_�• „-0 -0. 95 Amb— T c, NIS.-aFL1)IOB SLATE PATIO 000= Y C � , O____________IQL______ O______________________ _._ O_ _________O_______1____O ' --__________%__� ----------------- COVERED PORCH Z - ---------------------------- �, OOyster - C\GCARD ,t� OI ❑O©❑ Harbors 9RE C S$ RM E C 9G + Club M t RQOM%'� ,T((iiEpp'lI C ` V ;I2EpLl� SR LLJS A B L E =:-�- gININC' EJ(PAN N A$04E *4E, y -'ZSEA ••FOR 36 S< 0 \ a - �TJ� ' (673 SC1F. �- '_ - - — - _' Fb _ _ (SlJ-CJ ) - 1 G F , i u 4 \ DINING- CSIf Ivl� nM 1 cl �'J U z.aoo so. L 1EF (SEATING FOR v (a79�,1 r'� ry GRI..70 so. �E i (S�-- (7'C _ ❑ U r.Y `� fiN�£ STATION - - C-J r\ l clf� ` � +; EA&879 IN T RO LzN�J &'i rvWOMEN O ° O VING ) i (SEATING FOR 48j STORAGE ry I WASHRM - 6 � ----------------- b ____ _____ _____ _ ___ _ FUNCTION / ❑ ;' o 0 ENTRANCE ; ; j ; ! F RMAL LERY FORM :GALLERY' OPEN CALLER Y T 0 rb 1L i AI: :GA Y; { E NTR'Y „ I „ „ (B(1L land -� QUltf' CE S. i ANRE HNp I = o DY O'-._____ o STORAGE WOMEN' O °MEN 1 �' f (MEMBER ENTRANCE) W S S. O WAS RMS. STATION _ O ij❑�❑i © s LOBBY wnswNc O WA HRMS. ©D ATS L (628 SO.Ft.) l I VIER LOUNG���� o STAI WORK B ❑ I ' O (SEATI' ON. UP. AREA i l O t� G, KITCHEN --ARTrE INE u O STATION ON. I (2.119 SO-FT.) ( ,�j m,~"'�' n )ID ANOIlLi L— ❑ ❑i' FM�7.�I ® ASSNT. OFFlCE OFFl E ,I EF• —O Cl FI E COAT RM.f i 0 STORAGE i j R OFFIC BEVERAGES �1 I� p 'DN �I I 11 ❑ �p Cmtsvltarrc: _ --- - — (SEATING FOR 18) O Key Plan: O -- O O - - - O - - O = O - O O O ---- - O - ------- O ----------- O -- -- o f s _ / E L a ___________. _ _____________ c \O O r �- ------------------- a 0 S11te[7i112' ------ FORMAL ENTRANCE FLOOR PLANOPTION-B � ,a•_y ico a•-c - u•-o- i a ae U MAIN LEVEL FLOOR PLAN SEATING FOR 428 PEOPLE (IF ALL ROOMS USED AT SAME TIME) owm: Dam: S ! — nZa s Laawn: n,e<xea: P.L m 1 sl—No. q-2 Oe JLS 1 � 1 I I , , 4.4 8.8 ii i j it i7 4 AlJI I I i uA, ' II II A7A, I I I I I I I ----- ------ -------------- II - ----- ----------- i' -_-_-_-_-_ I,- - —_—_—_ ---___------_____________ _—_—_—_ 1_ / ____ 1 J'`�- II , —_—_—_—_ r , ----------------- I. I 1 1----- ----� �-----------------J 1 ---- ---I _—_—_------�- —. I I , I 510wcE i li I §i 1 1 I''1 � MA71--PUflPQa� , 1 I >; `.I`I i I;1 Moou taolxc 1 I I!L' -� \ 1 —_—_—_--------- --------- ... 1-- I� -- I - ------------------------------- --- , DW , '1 I fi Ab2 II I I I UQL M I j,l ��• STOPAM SMR9ESMPAM Amt 1 Ij I ---------- ,--I- i -T------ r------ I i iDFAMREMOM Sean 0 Lutv. I I o I I {i I I i I•I°a ' amcm ------ ------ J ------ - -Q '•i'I 1 1 . --------- Cj• ; ———-- -----------------, E, 'I II I 1 MEGORM 6F)�A1110R I i i it ii — i i I I I iiUP PM O RM O I § 7 7 Ao1 I I II.1 1 I I 0 ___________J ---------- ------ - - --- --------------------------------------------------------------- - -- --------- - Ia.. .-..... --- ------------------ ----- --- ------------- 1 , ——1--- ---------- F--- F_ y r I�I I II ------------ --------i I I I I I I I I i i I -------------------� LI r--- \ rt-----, F-------, I I ,mot ---I---� --J- -----i---J - --------------1'_J - I I I I II I I I , 2w� W-0 , b b ,e PRUrr MORRI cbt „o.eanai.street ��. ,. boston.MAMU WISEWS ROM CA PACAGE#1 A101 Oyster Harbors Club 08.01.2005 • • • tei:617.262A354 chNs.beeman.tseckams.inc fax:617.236.o378 n v - �--` Y ♦.4 8.8 10 11 IF it DINING II o TERRACE II jI ,ema --_______ i i o o -___-__-- .`, II , --- ---- `. I - ------------C-` ------ ---------- - \/ —-—-—-—- —— _�_r_—,—— —— ------ ------- ------- ------- ---- + I I i i i i IGRILL TERRACE i i ' I 1 I I I GIRD fl00Y I I 1 I I 1 1 ; NOOP 7mm B°°R S -T1 I------------ - - , I I I I I � ; ; ;--------------, �; ; ii ;--------------., °rE i ` ------ 1 ewE - LWN BBANG N67 BINNG ' I - ' I ROOM ' i Y-�� I ` -- ---�'_'�'----\'�L��----\\'L'L-- ---- ---_�'---- -1-' -�---------- ' 1 +- --'~------------- \ -- - - 1 I I 1 I IIL I I 1 0 I I ------- ---------� _ iI Sam A]M I I It 1 I``I I I�> 8W 1 I 1 I 0 - I _ A101 1----------------- L--------------J �_____________-___�_1• ; i O i i i i CON75 j j u II Ij L____ ' L------_---- ___ _________J II S,GM MGLL I; I I _ _ I I- I I I 8•FM41 NIL —_ - I I I I _—_ —_— _ I _—_—_ I FM I I I I I I I I I I II ----------- ___ I NE I COQ r AM OW YdBER ---------- —r—- ----------- � I I � ''ENRO'PBRCH I I ii Q O n � in 93 WOMEN ----------a----------- —- �———•J_- - a -------- -- WOM E1 ---I I- I --- --- ---❑ ❑----- - -- --- _ ENM(FALL / I I STORIGE N 3•F"M W 1 1 O i I I II I 1 1 I I --- -- 1¢ W4 Me o I I _ I I I I ON I I I I .a, 1 7 scw NAu aft— ASYf ASST. 1 i UP FORA GkLUM' F '--- 'I'—I I--- --- , '---- ----'--- - - --------- 1-0 1 1 I � -- -�• LOUNGE PORCH I I I FORCfI I COVERED ------- ------- -- 1 I I I � COVEREDamI II-_J-1- ------ I i =_____ ---- I PORCH ------ ------- ------- ------- ------- II j I I I I I II I I I ', I I • I � I I L_� X=1 sr r ,�—r—� �� H� w-r PRU=NORM 1 FIRST FLOOR PLAN c bt 11o.eanel.loblvd miror FIRST FLOOR PLAN er mWl +m,•r-0• Oyster Harbors Club PACKAGE#1 boston•MA.o2114 A102 08.01.2005 • • • tel:617162A364 n . childs.bL REnan.teeckares.inc fax 617.23&o376 "btl° 4.4 ,' d8 10 11 ii I i ii ii i � i J J ii i it Y I I II F ---------- —� rt•tit t j . . . . ewz ., ik - mom -------- luz ie 13 —'------ '----j "-Y--------------------------------- - ----- --- E LII — ' i ---------- ALI r nI.��.r•.r��tI f f�!.4+}•i',�r�i+l�y��L'n`!(iU�4 f: ;II(•r'�r;,'t';;'n s Yi`1.��ii�^41 �.u T 1,'.1 __—_—_—_—_—�--_—_—_ 1 100 ®®T i „rI�+4 1�.1>v:'T'rI.i.t u.-`.-�r1 _---_—_-- ',jyjIt1fr�t''.F�-1Ti-'F.+i—'.�%i'T�,J'7�',�t I,+tS�+f'y,zl iT pQ'l�S�'��'TJ.,7{4*ti.,�,S U�.li,I,Y.ft7 r.1 T,�'7 Ir1�I�i+`'„T+r„�Fi,�Trj l r -Ut-�iJr L+kyS�a�-µT I�r'jV'"V_��•Irf u�(,' rr tn "��?{1�S+'�l`{•.r •'T�7 _----_—_—_ I I I I I I I I I I i i I t I I I I J t S I I I L_ I I I I I I II m'-e• tRd ]7-Y ->L �. ��� 11o.cenal.street m..a..� PACKAGE#1 sr�ONDFLOORPLM Oyster Harbors Club , , 2� ;4 Al03. 08.01.2005 chllds.bertrnan.tseckaras.lnc fa,L•617236.c378 `bY0 _ n GENERAL NOTES 1. ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS OTHERWISE NOTED. 170 GRAND ISLAND DRIVE 3 CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY O S T E R V I L L EMA ALL DIMENSIONS PRIOR TO CONSTRUCTION.CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER. NEW CLUB ADDITION REVISIONS TYPICAL NOTES DRAWINGS I.CONTRACTOR SHALL 51TE INSPECT ALL EXISTING V5. CO - COVER SHEET PROPOSED CONDITIONS PRIOR TO AND DURING CONSTRUCTION A14D NOTIFY DESIGNER OF ANY DE5CREPANCIES AND/OR AO - FOUNDATION PLAN NO. REVISION DATE CHANGES THAT MAY BE ENCOUNTERED. Al - FOUNDATION PLAN ® COPYRIGHT 2.CONTRACTOR SHALL NOTIFY DESIGNER, IF AT ANY TIME A2 - FIRST FLOOR PLAN NORTHSIDE HEREBY EXPRESSLY RSERVES ITS THROUGHOUT CONSTRUCTION ANY EX15TING CONDITIONS ARE FOUND THAT MAY PREVENT THE SUCCESSFUL COMPLETION A3 - FIRST FLOOR PLAN T ESE PLANS NS ARE NVRIGHT. OF ANY PORTION OF PROPOSED BUILDING.CONTRACTOR THESE PLANS ARE NOT TO BE REPRODUCED, SHALL NOTIFY DESIGNER OF SUCH PRIOR TO MAKING ANY A4 - ELEVATIONS CHANGED OR COPIED IN ANY FORM OR ADJUSTMENTS OR ALTERATIONS TO PROPOSED BUILDING AS i MANNER WHATSOEVER WITHOUT FIRST PRESENTED IN FINAL CONSTRUCTION DOCUMENTS. ::.. - A5 - BUILDING SECTIONS OBTAINING THE EXPRESS WRITTEN AG - NALL SECTIONS PERM ISSION AND CONSENT OFNORTHSIDE 3, STRUCTURAL ENGINEER/DESIGNER TO PERFORM FRAMING .L DESIGN ASSOCIATES INSPECTION WHEN FRAMING 15 COMPLETE AND PRIOR TO .,.,.�„ l`-._ -+ ^^ �"' n `'" ,�,.Y,,,.,w /'-"'� `�� A7 - BUILDING DETAILS ENCL05URE BY INTERIOR WALL PLASTER BOARD/FINISH. ,� AB - ROOF FRAMING PLAN BUILDER: ACI - ROOF PLAN Bayside Building,Inc i d. Y�- ' Quality?o Live By' STRUCTURAL GENERAL NOTES: FOUNDATION NOTES 00 1 I.SUBMIT SHOP DRAWINGS FOR STRUCTURAL STEEL, STEEL - JOISTS, STEEL DECK AND REINFORCING STEEL. ONLY DESIGNER: I.MAIN FOUNDATION WALLS TO BE 10"POURED CONCRETE FABRICATE FROM APPROVED SHOP DRAWINGS. NORTHSIDE Fc WALL T pi, W/ 12@952-D BARS TOP Q BOTTOM. FOUNDATION WALL TO FOOTING. ON 12"Dx24I STRIP FOOTING. PROVIDE KEYWAY / 2.ALL WORK WILL BE INSPECTED BEFORE ADDITIONAL WORK IN 5TRI ANCHOR BOLTS @ 36 O.C.MAX.MIN,FOOTING. DOWELS @ 24"O.G. CAN PROCEED. DESIGN EXTENDED 3-6 MIN ABOVE TOP OF FOOTING. PROVIDE 95" 3 z3'�"PPLA�TE WASHER. REINFORCING #5 VERTICAL EMBEDMENT W/ I - "� 3.ALL CONCRETE SHALL BE fc'.40,000 P51 AT 28 DAYS. ASSOCIATES REINFORCING Fy-40,000 PSI. i �' - DISEINCFIVE RESIDEMIAL&COMMERCIAL DESIGN 2.ALL STRUCTURAL STEEL COLUMNS TO BE 4"x °TUBE ( 4. FALLOW ALL APPLICABLE ACI STANDARDS, LADES AND STEEL COLUMNS TO EXTEND TO FOOTING BELOW..PRO PROVIDE I I PROCEDURES AS INCLUDED IN ACI 211.1, ACI 304, ACI 347, ACI 141 MAIN STREET•YARMOUTHPORT•MA 02675 CAP PLATE Q 7"x12"x%'BASE PLATE W/2-V," DIA. _ 302 AND ACI 301. (505)362-2. (5081362-9802 BOLTS.WELD ALL CONNECTIONS. FOOTINGS TO BE 4BN45°x12" _ SQUARE CONCRETE W/3-#5 BARS EACH WAY. - - - - - - 5.SLABS ON GRADE SHALL BE 4'THICK, REINFORCE WITH NORTHSIDEDESIGN.COM SHEETS OF GXG W4.0 X W4.0 ON CHAIRS F BELOW THE TOP mrthsidel@mmcaz.n c M 3. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS. OF SLAB. 4.CONCRETE SLAB TO BE 4"POURED CONCRETE ON G.ALL STRUCTURAL STEEL SHAPES SHALL BE A-36. H55 COMPACTED FILL.PROVIDE CONTRACTION JOINTS F DEEP AT SHAPES A5TM A500, GRADE B BOLTS%' DIAMETER A-325. STRUCTURAL ENGINEER: COLUMN LINES.CUT W/"EARLY ENTRY"SAW - ALL FIELD WELDING SHALL BE AWS CERTIFIED WELDERS WELDING ELECTRODES E70XX PROVIDE SHOP PAINTING 2 MIL-5 TAYLOR 5.CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS DRY. REQUIRED BY CODE(WINDOWS OR MECHANICAL) 7.THE MANUFACTURE OF STEEL JOISTS SHALL BE A DESIGN LLC MEMBER OF THE STEEL JOIST INSTITUTE. - 6.CONTRACTOR SHALL ENSURE THAT ALL FOUNDATION B.STEEL ROOF JOISTS SHALL HAVE TWO ROW5 OF DIAGONAL WALLS MAINTAIN 4'-0' MINIMUM COVER. BRIDGING LOCATED AT L/3. BRIDGING THAT TERMINATES ST STEEL BEAMS SHALL BE ATTACHED AT TOP AND BOTTOM STAMP: 7. PROVIDE WEB STIFFENING PLATES AT BEARING POINTS OF FLANGES. STEEL BEAMS(TYP.). 9.ALL JOISTS SHALL BE DESIGNED TO SUPPORT A 300 B.SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL POUND POINT LOAD ALONG THE TOP CHORD AND 100 POUND STRUCTURAL COLUMNS. POINT LOAD ALONG THE BOTTOM CHORD. 9.CONTRACTOR SHALL NOT SCALE DRAWINGS FOR 10. STEEL ROOF DECK SHALL BE I)}"20 GA., GALVANIZED DIMENSIONS.ANY MISSING, INCORRECT OR QUESTIONABLE TYPE B, GRADE 33. DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER BECOME THE RESPONSIBILITY OF THE 11. DECK SHALL BE PLACED TO COVER AT LEAST TWO CONTRACTOR. SPANS. PROJECT: 12.ALL WELDING SHALL BE IN CONFORMANCE WITH THE PROPOSED 10.GARAGE AND OTHER FILLED FOUNDATIONS. MANUFACTURES REQUIREMENTS. WELDING WILL INCLUDE THE 10'POURED CONCRETE WALL W/2@#5 TOP AND BOTTOM USE OF WELDING WASHERS. OYSTER HARBORS BARS. FORM FOUNDATION ON 24'z12"STRIP FOOTING. 13.GALVANIZING OF ROOF DECK SHALL CONFORM TO ASTM PROVIDE KEYWAY IN STRIP FOOTINGS.PROVIDE TRANSITION Ag24. CLUB REINFORCING W/#5 BARS SPACED @ 12"O.C.VERTICALLY. PROVIDE W x 12'ANCHOR E30LTS @ 36"O.G.MAX. MIN. 14.STEEL SHOP DRAWINGS SHALL INCLUDE ALL CONNECTIONS EMBEDMENT W/3^x3' " PLATE WASHER. AND BE APPROVED BEFORE FABRICATION. 170 GRAND ISLAND DRIVE 15.COMPACT ALL SOIL TO 95%OF A MODIFIED PROCTOR, ASTM D-1557. OSTERVILLE,MA. TITLE: COVER SHEET SCALE:1/8"=1'-0" 0 1 2 4 8 PROJECT#: SHEET 19-07 C.0 DATE: OF 9/27/19 1 1 L GENERAL NOTES IN 1. ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS ----------- OTHERWISE NOTED. --_---`- =" .'---- •` 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS i '-----------------------C- -s — OTHERWISE NOTED. _ 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION..CONTRACTOR .v�." a,w. ,.e ASSUMES RESPONSIBILITY FOR i �� ANY MISSING OR INCORRECT I -- -------------- ------ ----------------------- - °014w,�m ' 1 -"-----'-------------------------- _. __ ---- --- --- ---- -- - NOT BROU_ —__—_--_-- DIMENSIONS HT TO • } --- w,�,a1e,,,, ---- ---- — ---- .,.�. THE ATTENTION OF THEG DESIGNER. ss 7 e i ;�L,,,,,. 1 n REVISIONS I,1 ' 4 ,p..m i p . --------------------- i ; I ♦ II ' ♦ ♦ I 1 I I � � ♦ ♦ III � l i_______________________ i ♦ } I -------------------- i NO. REVISION DATE 0 COPYRIGHT I °°^' 1 NORTHSIDE HEREBY EXPRESSLY RSERVE5 ITS COMMON LAW COPYRIGHT. a vx. x er.r I L_ __________________J ,I , , I THESE PLANS ARE NOT TO BE REPRODUCED, ' CHANGED OR COPIED IN ANY FORM OR WHATSOEVER MANNER WHATSOEVER WITHOUT FIRST r---------r-------------.,1 OBTAINING THE EXPRESS WRITTEN PE RMISSIONAN D CONSENT OF NORTHSI DE 1 I ( I I DESIGN ASSOCIATES 1 i MULTIPURPOSE i I I BUILDER: MAING Bayslde Bullding,Inc i 'Quality?o LiveB ' ----i --------- -- -- -------- -- -------0 I DESIGNER: BATH STORAGE � I DUMPSTER NORTHSIDE -----JDESIGN L':UN.RY1 I_ I ASSOCIATES DISTINCTIVE RESIDENNAI&COMMERCIAL DESIGN 141 MAIN STREET•YARMOUTHPORT-MA 02675 ------' (508)362-2210 IS081362-9802 9 9 ENCLOSED 1 NORTHSIDEDESIGN.COM I� �I SEEE 1 I c t t TRU '------- �-- --------- ------ i S RURAL _—__EMPLOYEE_—__—__ 'I BEEWW�NE�' ELECT— 1 TAYLOR - - - - - - �- - - I- - - - - - TRICAL DESIGN LLC II �I I � I I I I I I I i IF I 1 _—————J` STAMP t I I GENERATORROOM I I I I I I I I I I I I I I I I I MMEN'S MEN'S MECHANICAL RS LL�1GAEft5 1�� T —T PROJECT: i I I PROPOSED I � � 1 I ' ' 1 OYSTER HARBORS 1 I CLUB ____________� ______________________ ___—______—___—_____--________________—_—__—____ __ _�_� I i 170 GRAND ISLAND DRIVE ` ----'-------- OSTERVILLE,MA. .I TITLE I I �" FOUNDATION - - - - - i %" PLAN I l� I •--------------------= � � SCALE:1/8„_1,_0„ I N 0 1 2 4 a ��F O U N D A T I O N PLAN PROJECT#: SHEET 19-07 A.0 DATE: OF 9/27/19 1 1 -------- rGENERAL NOTES 1. ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL 54--2--± BE 2X4 @ 16"O.C.UNLESS ----------- OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS A PRIOR TO ORDERING WINDOWS. E I/AG FOR CUT OUT DIMENSION FOR FLUSH ON EXISTING CONCRETE 4.CONTRACTOR SHALL VERIFY BILL OF NANO DOORS, WALL USE Y4' DIA. ALL DIMENSIONS PRIOR TO 2A.1) TYPICAL ... ............. ............................................ ---- CAPSULE ANCHORS, CONSTRUCTION.CONTRACTOR ------ --------------------------- TYPICAL ----------- --- ASSUMES RESPONSIBILITY FOR I ----------- . ....a---------- ---------- ------------- ANY MISSING OR INCORRECT ----------- -------------- ----------------------- ----t-;G'THICK.4'-10� ----------- DIMENSIONS NOT BROUGHTTO W ANCHOR BOLT5 9 36 - FIR VIDE#5 REBARS Q CONCRETE HALL ON 2"D.C.VERT. IN NEW THE ATTENTION OF THE I O.C.MIN.7' EMBEDMENT i CONTINUOUS 24".12'D. FOUNDATION W��X3�.)'�-PLATE I I HALLS TO DESIGNER. WASHER(TYP.) CONCRETE FOOTING TIE INTO EX STING CONIC. -- ----------------------------- -------------------------------------------------------------------------------------------WALLS.TYPICAL-L REVISIONS ------ -- ---- --------------- 11 1 D 7 8 �ZOIJTUNE OF 2" RIGID L HITH CLEAN BACKFIL U SULATION UNDER COMPACT FILL OI SLAB.4--0 AROUND THE 4-CONIC.S AB ON 10 MIL PERIMETER OF FOUND. VAPOR RETARDER I HALL DOWN 4'-0' TERRACE SLAB I -------------------------------------------------------- ------- -------------------------------------------------------------------------------------------------------- ----------------------------------I I-DEEP CONTRACTION JOINT CUT HITH EARLY t I ----_________ ------------------------------------------ ENTRY SAID NO. REVISION DATE ---------------------- Q COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RSERVES ITS -------------------------------------------------- COMMON COPYRIGHT. THESE PLANS ARE NOT BE REPRODUCED, I CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST I OBTAININGTHEEXPR SSWRITrEN I ERMISSION AND CONSENT OF NORTHSIDE ------------ ------------------------- ---------- ---- ------------------------------------------- -7 DESIGN AS A j BUILDER: PROVIDE#5 RIEBARS @ 12-O.C.VERT. IN NEW -- -------------------- FOUNDATIONWAL 5 TO ON EX15TING CONCRETE--:/ TIE INTO EXISTING GONG. TS 4'X4-'..25'COLUMN ON Be side Building,Inc HALLS. TYPICAL WALL USE DIA. EXIST.GONG.FOUND STD I N ARE N BE REPRODUCED, UCED 0 COPIED To Y FORM OR Cop ED I N AN RM R WHATSOEVER WITHOUT FIRST 3 T"E E PRE WR TTEN N f,T OF NORTHSIDE AND CONSENT N IDE ASSOCIATES D COLUMN 0 FOUND.CAPSULE ANCHORS, BASE P :,/ ' -T TYPICAL A LATE t 2-3/4�.�']A. -Qya1ityToLivcBy- A ANCHOR BOLTS TYPICAL 27--V 27--l't (ExIST.) 54'-2' "DESIGNER: NORTHSIDE DESIGN B ASSOCIATES ------------ ------ ------------ ------------ 0 DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN -----------------------------------------------J I 141 MAIN STREET-YARIYOUTHPORT-MA02675 (508)362-2210 (506)362-9802 NORTHSIDEDESIGN.COM 71,*4 EXIST NO MULTI-PURPOSE i rSTRUCTURAL ENGINEER. ROOM I TAYLOR DESIGN LLC EXISTING LOADING STAMP: --------------- C fPROJECT PROPOSED OYSTER HARBORS CLUB 170 GRAND ISLAND DRIVE EXISTING EXISTING EXISTING EXISTING I I OSTERVILLE,MA. LAUNDRY BATH STORAGE DUMPSTER ii STORAGE TITLE FOUNDATION 9N Drr -—--—--—--—--—--—--—--—--—-�- PLAN 1 1 SCALE:1/8"=1'-0" 0 L-------------------J PROJECT!!: 2 4 8 �� FOUNDATION PLAN1" ECT#: SHEET 7 8 10 11 19-07 A.1 DATE: OF 9/27/19 GENERAL NOTES 1. ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL ""`�"""°`• BE 2X4 @ 16"O.C.UNLESS OTHERWISE NOTED. BLUESTONE TERIT/CC�- 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS ] e ^• l0 11 PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR I I I I O SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR Twr ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHTTO THE ATTENTION OF THE o '�^ I'I" i ia.r ° DESIGNER. I REVISIONS II II II II II II II II II II II � II II II i 5- I ; ............ II II II La E 11 II II p - .oy I I I I I I I I • I I I NO. REVISION DATE MEMBER yf =TOR. 1 1 I;'e�'nernL ypyppOM 1 1 ®COPYRIGHT nn COMMONS HEREBY FRIGHT.LY RSERVES ITS 1 1 COMMON LAW COPYRIGHT. I I I I I I THESE PLANS ARE NOT TO BE REPRODUCED, x mwa B CHANGED COPIEDIN ANY FORM OR MANNER WHH ATSOEVER WITHOUT FIRST ¢ OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NORTHSIDE y DESIGN ASSOCIATES ' BUILDER: Nl S H LL EAST SERVICE MEMBER B�slde_®g��AC GfNIFIG I GRILL QyGL21y rI0 Lwri`B .40_______❑ Ivl DESIGNER: GOATS MEMBER NORTHSIDE DESIGN ��� ASSOCIATES ` DISTINCTIVE RE=IOENiIAL&COMMERCIAL DESIGN •FO SOl MAIN STREET'YARMOUT(508) •-9 02675 FOYER VEST. S (508)36 NORT .COM 2-9802 upNORTH=IpEOESI cNaz.COM 0 O Y�1 (` �' ' -7777 northsidel@com t.net _H �' �/W3 STRUCTURAL ENGINEER: r`-T���J�///��` TAYLOR _ DESIGN LLC _________ _E KITCHEN MEMBER La[IRGE II STAMP: BAR MEN MAEN li PROJECT: PROPOSED ❑ OYSTER HARBORSCLU B 170 GRAND ISLAND DRIVE OSTERVILLE,MA. PORCH MEMBER TITLE O FLOOR PLAN 0 0 SCALE:1/8"=1'-O" 1 0 1 2 4 8 T B m FIRST FLOOR PLAN _ �� PROJECT#: SHEET 19-07 DATE: OF 9/27/19 1 1 I / rnuwseu I 7 8 ( BLUESTONE I 0 11 GENERAL NOTES TERRACE // BE 2X6 @1.ALL T16"O.C. NLESS ERIOR WALLS ALL 54'-VI: OTHERWISE NOTED. 'o) 2.ALL INTERIOR WALLS BE 2X4 @ 16"O.C.UNLESS ALL 14'_Oa 26i_2a 14,_Oa - - OTHERWISE NOTED. I I I A 3.CONTRACTOR SHALL VERIFY A.5 I ALL WINDOW ROUGH OPENINGS TS 6'z6°x5/I6' TS 6'zG'z5/IG' PRIOR TO ORDERING WINDOWS. I COLUMN, TTP. COLUMN DN. 22'-4' NA DOOR 22'-4° DOOR TYPICAL 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.CONTRACTOR ASSUMES RESPONSIBILITY FOR O NOTE,PAD ALL MQSEI PAD ALL ' [� EXTERIOR FRAMING TS G°zG°�t5/IIG° EXTERIOR FRAMINGI I I I in ANY MISSING OR INCORRECT COUMN,I TYP. To e Y", TYPICAL TO B Y4°, TYPICAL DIMENSIONS NOT BROUGHT TO O , THE ATTENTION OF THE I I I I I I I I DESIGNER. I I I I I I = REVISIONS I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 I I I I I I I I I I I I I I I I I p Q 1 I •H 1 1 CfI ` I ________________________J L_ _____________ __J L___________________J L_____—____ _____—_J L____�__ ___ •v Z ------------------------� r- ------------- -- -------------------r r----------- -------� r----=-- --- A p PROPOSED _ m GRILL I RASE---------- --------------------------------------i ------------------------ NO. REVISION DATE O _----- PANIC I 1 I v m 0 COPYRIGHT / >// HARDWARE I I j j ^ NORTHSIDE LAW COPYRIGHT.SLY flSERVE51T5 a'• 4 G'_4�Z I I 10'-'Yz I II,_O, II,_O, T'_�2 THESE PLANS ARE NOT TO BE REPRODUCED, t v CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST I OBTAINING THE EXPRESS WRITTEN —__—__— —__—__ _—__ _ _tom,-_ —_ __,_—__—__—__ __—__—__—__—__—_ _—__ __ _ —__—__—__ —__ A SENT OF NORTHSI' PERMISSION AND CON DE ------ _ _________________ _________________ PANIC EXISTING FENCE c 101 DESIGN ASSOCIATES T5 G'x6°z5/IG° 286R TS GNO.5/W TS G°xG°x5/W I TS G°xG°x5/IG° HARDWARE TO REMAIN m COLUMN, TYP. I BUILDER: ________.-, COLUMN, TYP. COLUMN, TYP. COLUMN, TYP. wsR n B E4 COLUMN, I BASE<CAP, TYP. I NoiE,PAD ALL B side Building,Inc EXIST G S PROPOSED * I I EXTERIOR FRAMING 9 MEMBER + .- _ STOR. n TO a Y,', TYPICAL — — '"'K- -- � I I I I ' I Ybafity?a Live By SITTING ROOM _ I I I i l ,'•• I I I I t I f PANIC 306e �N �_________; .-_-- 1 I I HARDWARE PANIC DESIGNER: 1 1 HARDWARE 1 1 NORTHSIDE B DESIGN ASSOCIATES DLSRNCTNE RESIDENTIAL&COMMERCIAL DESIGN A < 141 MAIN STREET•YARMOUTHPORT'MA02675 A,5 N (508)362-2210 (508)362-9802 T P NORTHSIDEDESIGN.COM narthsidel@mmca.ne STRUCTURAL ENGINEER: TAYLOR HALL DESIGN LLC EXISnNG EXISTING EXISnNG STAMP: EAST SERVICE MEMBER R DINING BAR GRILL 2x4 0 G°O.C.WALL ' CONSTRUCTION W/ X5 GYPSUM WALL 4_7a BOARD EACH 51DE (CLEAR) PROJECT: PROPOSED _______ _ OYSTER HARBORS I CLUB EXISTING NIC EXISTING 170 GRAND ISLAND DRIVE HA COATS E MEMBER OSTERVILLE,MA. I 5'-QY4 5'-Oy4 I ENTRY PORCH 101 I I TITLE :::: :::: == I I II - - - - - - - - - FLOOR PLAN EXISTING FOLOUNGE YER VEST. SCALE:1/8"=1'-0" I I I 0 1 2 4 a WALL KEY O EXISTING WALLS F I R S T F L O O R P L A N N PROJECT#: SHEET WALLS TO BE REMOVED 0 PROPOSED WALLS 19-07 Ll•3 DATE: OF 1; 9/27/19 7 8 0 11 GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. ALLS ----------------_----------- - - ------- .,-- _ 2.ALLINTERIORD.C.UNLESS SHALL : _----------- -------�sr� BE 2X4@16"O.C.UNLESS OTHERWISE NOTED. v 3.CONTRACTOR SHALL VERIFY a ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTIONASSUMES RESPONSIBILITY CONTRACTOR . . SI BILITY R ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER. i -- ----- - - --�,, i} �.r..+ Sy."�YYTIy •r._ r���r i *'� °,i _t � r-- !- i 5'_F�r� .'1 tip' i. X y ---- REVISIONS PREEN NO. REVISION DATE EAST ELEVATION 0 COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RSERVES ITS en.-vr COMMON LAW COPYRIGHT. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIR5T OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NORTEI I DESIGN ASSOCIATES -- BUILDER: 4 Bayside Building,Inc r---------------- -- - --------------- ---------------- ------ QFa 7"'I-B " DESIGNER: NORTHSIDE = * I DESIGN o — —-——— ——————————— ——- ———————— — `® ® {+®®® ASSOCIATES _________ __ _ _ _ __ _ ___� DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN + -_____. - . m �� I] •. m m ®�' v 2 1911 SSUB M5081362-2210 YARMOUT( )36 98026)5 NORTHSIDEDESIGN.COM Hill _ � _ � i STRUCTURAL ENGINEER: �$ TAYLOR a 1 ------------------------------- ---------------------------- I----------------------------- -- ------------------------------------------------------------------------ . DESIGN L LC NORTH ELEVATION STAMP: ._w$_.______--_._____-_--___ H___- -__- B___- + I I .r- -------------- --------�---- PROJECT: ^Ilr^� PROPOSED OYSTER HARBORS CLUB / 170 GRAND ISLAND DRIVE s +o. OSTERVILLE,MA. TITLE .b ELEVATIONS SCALE:1/8"=1'-0" vYv.es------ 0 1 2 4 8 PROJECT#: SHEET ----- ------------- A 01PARTIAL WEST ELEVATION - 19-07 A.4 DATE: OF 9/27/19 1 1 GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY O O O ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO '•-ez"w�--------'-----'-----------------------------'--------------I--'- --------------- - -' ---------------- CONSTRUCTION.CONTRACTOR ASSUMES RESPONSIBILITY FOR / 12 ANY MISSING OR INCORRECT p ds t2 DIMENSIONS NOT BROUGHT TO sp THE ATTENTION OF THE �„q .L --'----------------------------------------- - --- ---- --- -- --- -- - -----------'------ DESIGNER. REVISIONS u � / .a NO. REVISION DATE �GRILLTERRACE ii MEMBERGRILL EMBER LOUNG LOUNGE PORCH h.�mx.mern g —__._. __ __.__ __. __. — COPYRIGHT n NORTHSIDE HEREBY EXPRESSLY RSERVES ITS! COMMON LAW COPYRIGHT. T THESE PLANS ARE NOT TO BE REPRODUCED, — — — — — — CHANGED OR COPIED IN ANV FORM OR MANti ,s n.�.. OBTANNING THE EOXPRESS WRITTENEVER H WITHOUT PERMIN-ON AND OT n DESIGN ASSOCIATES CONSENT F NOR HSIDE MULTI-PURPOSE BATH CORRIDOR MECHANICAL Room BUILDER: Bayside Building,Inc BUILDING SECTION h SCALE: 1/8" = 1'-0" A B 00 I I 12 DESIGNER: 14� - GAMBREL BREAK NORTHSIDE 27-5 k 1p2 - DESIGN 5I SAVE HEIGHT ASSOCIATES 24'-I--- -_ DIS INC IVE RESIDENTIAL&COMMERCIAL DESIGN _.- -S 141 MAIN STREET•YARMOUTHPORT•MA 0267S (508)362-2210 Is001362-9802 / NORTHSIDEDESIGN.COM / \ narthsidel@com az.n RED CEDAR ROOF SHINGLES TO MATCH % R.O.WINDOW SILL STRUCTURAL ENGINEER: IXIST. TOP OF SECOND 0 122 17'-2 1/2' TAYLOR FLOOR M 5UBFLC 2 ELE ___ V7w-Dr I DESIGN LLC I k2°TYPE B DECK, 20 GA. 'B''6 .I"^� 2.10 GALVANIZED.U5E WELDING WIOx30 5TEE R PLYWOOD ' .C., RAFTERS @ LT O.C., 14 a WASHERS, TYPICAL. BEAM / \ BUILDING FELT 6 ICE 6 O 2 � 2ND WATER BARRIER, TYPICAL STAMP: B'HALF / � --__ -... COPPER GUTTER _ __.-_ TOP OF COLUMN__ ��� ELEV.10'-0'2'VENT STRIP - LTED TO .. JOISTSWI4xT4 BEAM i OM FLANGE 36°O.C. i I STEEL GRILL TERRACE IIi I PROJECT:- i PROPOSED p _ i IIi 1 0 I ill OYSTER HARBORS _ I i �la i 1 CLUB I i I I III 1 IIi i II Y4"TOTAL WALL 170 GRAND ISLAND DRIVE TOP OF FINISHED THICKNE55(B Y'METAL OSTERVILLE,MA. FIRST FLOOR 1 I. STUDS) ELEV.Or 0° e ,. ..��.-.._... ............._ TITLE .t: ' W6X6 W2.gXW2.q 't- BUILDING 6'COMPACTED FILL TOP 13 OF SLAB 4'CONC.SLAB ON m -POI FOOTING .^I•I 10 MIL VAPOR RETARDER SECTIONS ELEV.-S'-03_ 12'-O" IV THICK x ffi'-O° A B SCALE:1/8"=1'-0" CONCRETE WALL ON - CONT.24'x12'D. - CONCRETE FOOTING 0 1 2 4 8 UGRILL TERRACE. SECTION PROTECT#: SHEET SCALE 1141 = I'-O" 19-07 A.5 .. _ DATE: OF 9/27/19 1 1 3l4 12 GENERAL NOTES I kz°TYPE B METAL WIOx30 STEEL 1.ALL EXTERIOR WALLS SHALL DECK, 20 GA GAVANIZED� BEAM BEHER 116"O.C.UNLESS ____________________ ______------------ OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL IXISTING ROOF TRUSSES BE 2X4 @ 16"O.C.UNLESS TO REMAIN, TYPICAL OTHERWISE NOTED. --_-_-__________ 3.CONTRACTOR SHALL VERIFY y4 t2 ALL WINDOW ROUGH OPENINGS 16K4 JOISTS @ 30 O.C. / PRIOR TO ORDERING WINDOWS. WI474 BEAM STEEL 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO BLOCKING AS �'��—' - ----- CONSTRUCTION.CONTRACTOR 8'HA ASSUMES RESPONSIBILITY B°HALF ROUND ( .......................______._ CAPPER GUTTER � �\ %�%�I /.�. ANY MISSING OR INCORRECT __ 1, , � ��, A A A A A F A \ _' DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE - DESIGNER. REVISIONS %4°FACIA TRIM !V n A '� +, ,(\ /,�; q �' 1� , CODE Y Y " `� �( Y \ IXISTIO CEILING 2°VENT STRIP INSULATION PER !-J,�,J,J��,✓v�v�v��v�,�,�,�, CONSTRUCTION TO L REMAIN, TYPICAL _TOP OF COLUMN __ _______._.__.__ _._TOP OF COLUMN ELEV. 10'-0' 5/B"GYPSUM ON 1.5 - - ATTACH 2-2x6's TO THE I ELEV. 10'-O" BOTTOM FLANGE OF I I FURING @ W W12x74 STEEL BEAM I I I 1 1 j I - NO. REVISION DATE I I 1 I O COPYRIGHT OUTLINE OF TUBE 1 1 1 I I I NORTHSIDE HEREBY EXPRESSLY RSERVES ITS STEEL 6°x(,'x`i(c°P05T BEYOND, TYPICAL I I - - COPYRIGHT.THESE PLANS A ENOTTO BE REPRODUCED, I I I CHANGED OR COPIED IN ANY FORM FIRSTOR OBTAI NING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES I 1 I I BUILDER: Baysidrm.49 e Building,Inc I I = I I Q1101ifl.'rO F,[LC Bi° I 0 TUBE STEEL 6"x6°x4f6 I I COLUMN, B I I I i BASEE 4 CAP, TYP. I I I 1 I I ° DESIGNER: I 1 6 i i NORTHSIDE M M. DESIGN I I I I I 1 I I ASSOCIATES I I I I I DISTINCTIVE 0.E610EMIAL&COMMERCIAL DESIGN I I t2t I I 141 MAIN STREET'YARMOUTHPORT'MA01675 (508)362-2230 (508)362-9802 NORTHSIDEDESIGN.COM northsidel@comcat.ne[ I I i I I FINISH GRADE TO BE FLUSH I I I I WITH FINISHED FLOUR I I I i I STRUCTURAL ENGINEER: I I W6X6 W2.9W2.9 TOPS I 1 TAYLOR TRENCH DRAIN AROUND OF SLAB, TYPICAL PERIMETER OF GRILL I I 2°BLUESTONE 2"BLUESTONE i TERRACE, TYPICAL I I 1 k2°MORTAR 1 Y2'MORTAR - - I j DESIGN L LC 1 I '�- 2°BLUESTONE ON SETTING BED SETTING BED GONC. 1 PATIO I I I I STAMP: TOP OF D FIRST FLOOR I I I � FINISHED ELEV.0'-O° lY2 � I<' <I III PROJECT: ` I I EXISTING FLOOR W6X6 W2.9W2.9 TOP ks i CONSTRUCTION TO PROPOSED MIL VAPOR RETARDER OF SLAB, T1PrCAL OYSTER HARBORS R 2°RIGID INSULATION IXISTING FOUNDATION CLUB (R-IO)EXTENDS 4'-0' BELOW SLAB TO'REMAIN, TYPICAL 170 GRAND ISLAND DRIVE 6°COMPACTED FILL < j OSTERVILLE,MA. TITLE WALL 1'2 " " 02 i 4'r ¢ 2@ 05 P.EPAP.S, CDNT. - j SECTION SS, _j TOP t BOTTOM _ I SCALE:1/8"=1'-O" 2x4 KEYWAY j < <. #5 DOWEL @ 12°O.C. _ - - i 0 1 2 4 8 2'L - PROJECT#: SHEET „ EXTERIOR WALL SECTION 2 EXTERIOR WALL SECTION 19-07 A.6 SCALE I I/2" = I'-0" DATE: OF 9/27/19 11 MIN, MIN. 2'-O° GENERAL NOTES 1. ALL EXTERIOR WALLS SHALL BE 2XG @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS b' b° PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR IV2 42 42° �2 NOTE, SET ANCHOR BOLTS ALL DIMENSI SHALL VERIFY O SPRIORTO WITH TEMPLATE. ON I TYPE B METAL CONSTRUCTION.CONTRACTOR EXISTING CONCRETE WALL DECK, 20 GA GAVANIZED ASSUMES RESPONSIBILITY FOR USE%°DIA.CAPSULE ANCHORS 4 ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO PROVIDE 6'RECESS FOR r THE ATTENTION OF THE I BASE PLATE, V LEVELING BED WITH Y,° / WI2z35 STEEL DESIGNER. LEVELING PLATE i 1114z74 STEEL BEAM n REVISIONS BEAM $ i t t 4- DIA.ANCHOR BOLTS, 4°CTOC. i f NO, REVISION DATE 1 4'x4'.%"KNEE ®COPYRIGHT ® ® BRACE TO COLUMN NORTHSIDE HEREBY EXPRESSLY RSERVE5 ITS COMMON LAW COPYRIGHT. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST T5 6'x6'xV OBTAININGTHE EXPRESS WRITTEN NOTE;PROVIDE 0 b°zb'zif° PERMISSION AND CONSENT OF NORTH51DE RECESS FOR V BASE DESIGN ASSOCIATES PLATE, I TS 2°BLVESTONE'LEVELING BED I Y2°MORTAR WITH Y4'LEVELING PLATE SETTING BED TOP OF FINISHED FIRST FLOOR BUILDER: ELEV D-o BEAM - EA TO COLUMN DETAIL Al4-�'DIA.ANCHOR ....... -. SCALE 1 1/2" 1'-0' BBy.1 g,inc BOLTS, 4'CTOC. TOP OF FOUNDATION ELEV. -0'-3.5° 1°BASE PLATE 14'LEVELING PLATE I' ---- - 1°NON SHRINK G ROUT DESIGNER: _� 1 I NORTHSIDE - '•' ''�rl 4'CONCRETE 51AB DESIGN P s I a ASSOCIATES 2--5 CONT.TOP 6 I a " - DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN BOTTOM, TYPICAL T�1�1 -i °4 + 141 MAIN STREET'YARMOUTHPORT•MA026)6 PII (508)362-2210 I5l)81362-9802 b' 3' I A2'TYPE B METAL NORTHSIDEDESIGN.COM "(SEAT) I" `I (SEAT) DECK, 20 GA GAVANIZED nartmidel@mmca.net STRUCTURAL ENGINEER: TAYLOR I I + I I + DESIGN LLC J I CROSS BRACING 4 I I r r STAMP: I I I 14I2z35 STEEL ° BEAM ' I ", " I-I• 16K4 JOISTS P 36'O.C. NOTE,CROSS BRACE B7 °M . 4 JOISTS� MANUFACTURER PROJECT: AT Ae POINTS OF THE 41 I I I SPAN, TYPICAL PROPOSED OYSTER HARBORS CLUB 170 GRAND ISLAND DRIVE CROSS BRACING DETAIL OSTERVILLE,MA. ,4 5 SCALE I I/2" I'-O" TITLE BUILDING DETAILS STEEL COLurlN DETAIL SCALE:1/B"=r-O" - 0 1 2 4 8 PROJECT#: SHEET 19-07 A.7 DATE: OF 9/27/19 1 1 GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2X4 6"D.C. .UNLESS IS 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE 7 $ DESIGNER. '! REVISIONS I 54'_2°* I I I A I �.s : �67 A.7 A.7 I I I W 2X74 STEELE EAM I/ I Wi2x74 Sf'IEL bk:A A NO. REVISION DATE ®COPYRIGHT TS 6°x6"x5/16° I j TS 0x0x5/I T$6'x6°x5/16° NORTHSIDE HEREBY EXPRESSLY RSERVES ITS COLUMN DN. I i I CO UMN ON. LUMN ON. COMMON LAW COPYRIGHT. TYPICAL I i TY ICAL TYPICAL THESEPLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR y� MANNER WHATSOEVER WITHOUT FIRST I I OBTAINING THE EXPRESS EN —CROSSB G PERMISSION AND CONSENT OF NO RTHSIDE FOI 5- F 16 4 I I DESIGN ASSOCIATES SPAN, ZFICAL __ ____ ____ ____ __I ---------- r BUILDER: p 161 4 P 36' 16K4 @ ( 16K4® 16K4 0 36. I 161 4 _ _____ _____ __J L___ _____ _____ i__J ____ _____ ____ L__- _____ _— __ ___J L-_ -____ ___ c, c. -- ----- ----- ----- - ----- ----- C--� --- ----- ----- ---- r--- ----- - -- ---i --- ----- --- de---�e— Baysi Inc / I I I I I I 'Quality7oLiveB ' I I I I I � I I I I I I - I I I I � I I I I -- --- ---- ---- - ----- -I ----- ----- --- --- ----- -- -- --- -- ---- -- —I I--- ---- I --- I I I C 5 BRA ING @ i I Jb INT5 16K4 DESIGNER: s N, TYPI L I i J NORTHSIDE \ DESIGN II I I II 3 3 ® ASSOCIATES A.7 A.7 DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN _ _ A3.7 mo/ _ i \\IiIIIII ` / IIIIII mo \�iIIIIII iIIIIII _i\_i I / _—__—__—__—_____—__—__ A I I(50A8IN1 ME "E nETI"'IeYeAlRcM�O UmT=Ha P O.RR T 'M A0 2 675 1 J 362-2210 (5R1362-9802 NORTHSIDEDBIGNCOM f / TS 6'x6x5/%'TS 6°x6' TS 6x6'x5/16 CO UMN 16 3 COLUMN ON. 3 COLUMN ON. ICAL TYPICA Al TYPICAL STRUCTURAL ENGINEER: TAYLOR DESIGN LLC STAMP: — B A PROJECTPROPOSED OYSTER HARBORS CLUB 170 GRAND ISLAND DRIVE OSTERVILLE,MA. TLE:__ _—__—__— i ROOF FRAMING i I PLAN I N -- -- --- .a C SCALE:1/8"=1'-0" I. i i ROOF FRAMING PLAN i 'f 0 1 2 4 B PROJECT#: SHEET 7 8 19-07 A.8 DATE: OF �, i 9/27/19 11 , GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL § BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL _ BE 2X4 @ 16"O.C.UNLESS / i \ OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO I�. CONSTRUCTION.CONTRACTOR ASSUMES RESPONSIBILITY FOR _-_,-------..................._-----------------------------------------_j, I, ANY MISSING OR INCORRECT ---=_ =--=-_-_---_--_ __-_______________-_-_ j I DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER. i i I I REVISIONS I ! I II -------- 11 t_._._._._._. �4 i NO. REVISION DATE I ' ®COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RSERVES ITS COMMON LAW COPYRIGHT. THESE PLANS ARE NOTTO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN Ij II !I 1 PERMISSION AND CONSENT OF NORTHSIDE I i I I I I I DESIGN ASSOCIATES I I I ^lT-----—- BUILDER: n h I II i ! Bayside Building,Inc II L________ LiveB ' II ------- --------0 I iiI I i ' DESIGNER: NORTHSIDE DESIGN -----r — s=�L-------- -- r ---�L r- —_� -r---------- 7 �--- -_-__-_--- --fir-- -- J-----L-s �------ � ASSOCIATES DISTINCTIVE RESIDEMIAI&COMMERCIAL DESIGN it Ij 141 MAIN STREET•YARMOLTTHPORT•MA 02675 I I II �i I (508)362-2210 (508)362-9802 II I! l I NORTHSIDEDFSIGN.COM II 'Ir_ CJ northsidei@tom .ne STRUCTURAL ENGINEER: ------_._�-� �- -_=-IT ;F TAYLOR E DESIGN LLC I STAMP: I i I I I i i I I i -._---_.-.-� � — _- -- it lip ij 1 ,I IIi . PROJECT:PROPOSED it it ,i II L_JI I OYSTER HARBORS I --- -- --- ----- _JL.---- CLUB L_.__._ _. -- i 170 GRAND ISLAND DRIVE r ! OSTERVILLE,MA. i ! I I � TITLE F - ROOF PLAN I i _ I Vcy i __ SCALE:1/8"=1'-0" e D N o 1 z a s PROJECT B: SHEET ROOF PLAN 1907 A.9 SCALE: 1/8" = 1'-0" DATE: OF 9/27/19 1 1 I I _ I I E_ THE _ARCHI TECTURAL BASE PRELI MI AR D , I PLAN INDICATED ON THIS DRAWIN G IS TO CONVEY TRI MARK S GENERAL N Y DRAWINGS N L I W GS ONLY I _ i I a EQUIPMENT U MENT DE SIGN ESIGN INTENT ON LY.LY.> UNDER _ ERNO'CONDI O CONDITION SHALL THE ARCH T I ETURA P ���L'1 r L PORTION OF THIS �l DRAWING G BE REFERENCED r i i Equipment, FOR oodse ti e , u � h BASE c, F . ....eft Supplies 1 Design N DIME and es NSIONS �COORDINATION N O OR CONS TRUCTION STRUCTION EFFORT , 2 1 S q p PP g 9 06 0 9 ALL DI MENSIONS ONS AND OR CONSTRUCTION C ION COO RDINATION MUST BE COORDINAT ED DIRECTLY WITH THE I I : I ; I :I - I+ ,.I UNITED EASTARCHITECTS DRAWINGS. THIS NOTE WILL BE REMOVED ONCE TRI ARK RECEIVES A FORMALN T FOR ONSTRUCTION _ ,I ARCHITECTURAL CTURAL DRAWING FROM THE CUSTOMERS i O ERS ARC HITECT. I _ I r , 1 I I ' I � 505 Collins Street P.O. Box 3505 South Attleboro M 2 A 0 703 P 508 399 6000 I _ _ F 508 7 1 I , t 6 3620 ; I I I n t markusa.c m o _ I _ , I I I \ 00 This document contains I .. O d I , 9 I I . confidential inf ormation,ion i I 0/41 , t s an 4 _ 1 4 _ , 0 :. I 4 O instrument o professional 4_ I f a o essional I I , service and the propertyf ., iII L, o : I od TnM rk: �., I a I a It shall not be used on , I - other projects r f t ecfs p 0 or the extension of this ro ect withou Tri , t Mark s p 1 t .� I I ( , .. wr itten approval. I I : t N Owner and all Contractors .�;to s to f.. 15 , check and verify e fY existing dimensions and con i i d t ons in the field before starti ng construction and tonoti fy _I TriM rk of,any ma terial or detail 00 I ➢ h 3 c " 9 an es. I GLasd , RA , CK 16 , I I 22r 4 NANA O Q I i D O 1Z PEVISIONS - - i , DATE , BY NO. DESCRIPTI I--- O N -16A ' P , I 'I I : 0 O 1 O I.I.. 2 r 17 I L„ .. 1 1 7 M : I — 2 0 i c S ( 7 18 ;, I e I _ 9 _ ( I I -. . hlaL3r. 19 O a I 0 1 , I ,I l o ,I I � �. O D CO I I ' II li s , I . I _ I I I I I I I 13 I I I I _ , u I I i ,2 3 � I I I I ' : t I I l I 1 . , I i I I -- _ I I I I i F D E V E WAITRESS I r 00 S R IC SS AREA LAYOUT � r I I , II , SCALE. 1/2 1 0 8 CD— I I 0 _ o I I — I 1 - 1 I 7mt _ . I I , , s I , , I I I _ I I l iilil iiiililll - I L ,4� I r IIIIII IIIIIIII I I III I I � ' - IIII IIIIIIIII 1 n O IIIII III III 4 4 I I I L , 10 I - - - - -— p I4-4 I I I - - _- I fl I-�- I I — — I I = 1 I� I I 1 , . t 0- 12 W _ ;W 0 J o O 1 N- �� 9 9 o z o� _ -cn_ W c� cV , o O o ao 0 AA N 030 PROJECT_ C NUMBER , _ io _ 19-2, 91 Nt — DATE: L-- J _ 0 82 72 019 g SCALE: AS NOT ED I DRAWN BY. APP ROVED BY. ` TRM AG I SHEET TITLE. I F 00D SERV ICE FOODSERVICE WAITRESS AREA ELEVATION F ON O D O SER VICE B E .. AR EQUIPMENT EQUIPMENT U MENT L Q MENT_ Q LAYOUT PLAN UI T_#2 N SCALE: 1/ _ 1 0 is 2 SCALE. 1/2 1 0 I , i SHEE T NUMBE R: F ,l -0 0, THIS DOCUMENT „ D CU ENT I WAS ORIGINAL LY I i R NTED ON A24 x3 6 SIZE SH EET I i I l - LI: I t � ir iMark esi n Supplies and D 'Foodscry acc Equipment, g _ Su PP I 1 I , UNI TED EAST , L 13 I I I I I 1 I: I I_ , I I , I 1I ..1 505 Collins O Street P. . Box 3505 ,I : , a ,t L _ South Attleboro MA 02703 P 508-399-6000 ,F 508 761-3620 NOTE. :THE UTI LITY Y SCH EDULE L E BELOW W ISn "PR ELIMINARY YO ONLY" AND ISSU SUBJECT T _ CHANGES ANG ESDUI DURING THE ONGO ING ,I, tr. markusa.coin I t. I Pi ll _ I I.t D ES I G N DE VELOPMENT PMEN OF T H E P RO,JEC T. FI NA L F.S. DRA WINGS INGS :WILL BE ISSUE D ONC E THE PROJECT HAS, B EEV I , I , This do cument nt contains WITH OUS confidential information, i an ., instrument i m nt of professional ,Service, and the property of ... .%. TrlMart k: I shall not be used on ' r for the extension ' other o , projects ofths project ro ect without Tr iMark s „ _ . II written approval. L - I I I I ,I , I I . I I I I K , I n r tors to I Owner,and all Co t ac 1 , check an d verify ex isting 9 UTILITY SCHEDULE fY U _ n conditions In dimensions and , ' the field before star ting n 9 , , : s1 I E c on tru ction and to noti fy - PLUMBING Tnmaterial arkofanY or d e ta II v k ,I, I changes. n es. ca K. d fa. .. : _ITEM NO.- VOLTS a l , �. REMARKS 1 . _ MBTUH C HW IW DW GA S W C ONN. N EMA W P HP K MODEL PHASE AMPS .:.ITEM NO. O T Y ITEM-DESCRIPTION IPTION MFR _ REV `I HUT OFFS:V AND 1: AF VALVE E L R WITH R F E AIR DISTRIBUTOR 2 REGULATOR KIT A S � )KIT 4 FAUCET,CO ANTHER DISPEN SING T U LEFT,P YLE DI N THE E ST�. UNIT O ,-. CONDENSING / DOORS CO � ) 15P WITH SOLIDS S REVISIONS 2 I 1 2.5 1/4 DR 5 w D 1 0 PE RLICK D S60 1 `.: DRAFT T BEER COOL ER . ::, ,. 1 1 r:, DA:TE , BY N0. DESC RIPTION L ` 1 3 -- 12 ' 2 1; HAND SINK PERLICK TS HSN 3/8 /s 1/2 .. r. _SS6 _24 BOTT LE WEL LS,SODA LINE CUTOUTFOR COCK AIL STATION N#7055 -265A ON TH E LEFT SIDE 3WITH 10 CIRCUIT COLD PLATE 24„SPEED WITH LOCKING COVER, 3 PASSTHRUICE BIN PERLICK SS241C10 1 N 45 I, I `i 45 SPARE ARE NUMBER. .CUSTOM SPARE 1 ' E 6 COVER IT ON THE WITHSTAINLESS D STAINLESS TRIM.CO NDENSING ING UN E LEFT T WITH GLASS DOORS AN S DR 5-15P WT 2. 1/5 . ; . 120 1 5 I D PERLICK BBSN52 1 CABINET,REFRIGERATE PE a BACK BAR C T 1 . ` 1/2,. WITH 10 CIRCUIT COLD PLATE,36 SPEED AIL WIT H LOCKING COVER, #BWf6_24 BOTTLEWELLS,SOD A LINE CUTOUT_ R COCK TAIL STATION#7 55 265A ON THE LEFTSI DE 7 1 ICE BIN PERLICK TS241C10 8 I '.< 3/8 38 „ 11/2" 1 HAND SINK PERLICK TS12 S 1 r t t 9 f fl fl ,s d 1 9 SPA RE NUM BER CU STOM SP ARE 10 10 1 GLASSWA HER HOBART LXGER 2 120/208 240 JBW 314 58 1/2" 1-1/2,, 11 11 1 GL ASS RACK PERLICK 7055A-D I 1 NPRIOR TO ROUGH-INS.: 12 I ALL VERIFY DIMENSIONS AND UTILI TY REQUIREMENTS ANK AL HALL VE Y D CO T RADE S S BA IN BOX RACK AN 2 2 SODA GUNS G CONSIST OF , 1 .0 D R 515 P , 1 5 120 I I A Y OTHERS I B O ,. NIG � I SYSTEM � � 1 SODA S I I 1 SO I. ,. 13 u a , i 15P , _ 1 .2 DR 1 , 1 F L MD2 24R 100 240 BOTTLE DISPLAY , PERLICK r, , LIQUOR O 1 3 1' O 14 <100 240 1 DR 1-15P LIQUOR OR BOTTLE DISPLAY. PERLICK LMD2 48C 1 4- 1 IQ 15 - DR 5-1 P 15 1 REACH-IN REFRIGERATORHOSHIZAKI R1A_FG 115 1 4.7 /4 1i L ,I I,, I,. I - I l I 16300 SERIES S/S CONSTRUCTION,99 X30 36HGH,5 BACK AND RIGHT SPLASHES, IN FRONT OFSNK,GLASS STORAGE RACK ON THE LEFT,OPEN BASE ON THE RIGHT 28 WIDE ,- 16 1 SERV ICE COUNTER TRIMARK UNITE D EAST FABRICATE ry i I 16 A 1< Q DI IN 10 1405-SSLR _ ` S K 16A 1 DROP-IN P IN SINK JOHN BOOS PB 6 1 B .._ 12 _ 16 B 1 DECK MOUNT FAUCE T T&S BRASS B-0325-CR M 17 L 1/2 „ 1-1/4" - 17 1 ICE&WATER.DISPENSER RANDELL 9515 18 ,� 5-15P 1 `2.5 16 DR U 2iA 115 Q� 18 ,1 UNDE RCOUNTER RE FRIGERATOR HOSHI ZAKI R - ', 19 REQUIREMENTS PRIOR TO ROUGH INS. ENSIGNS AND UTILITY REO S PR O X X X AL L TRADES SH ALL VERIFY DIM Q. BY-OTHERS X X WE NICLLJ 19 1' COF FEE BREWER CC AS REQUIRED. 2 0 G.C.SH ALL PROVIDE WALL BLOCKING O .. SH ELVING, VING WALL MOUNTED D JOH N BOOS BHS1696-16/3G4 W 20 2" �, W, - J 21-25 _ E NUMB ER CUSTOM SPAR E 1: \ SPAR 21 25 I I _ 3/4 NOT SHOW N ON PLA N 26 B 108 120 1 4.2 1/4 DR ., 5 15 P D PERLICK B S BACK BAR CA BINET, T REFRIGERA TED P 26 1I , W SHOWN N PLAN �/� 27 O _ 3/4 NOT O 1 7.5 DR 5 15 P 1/2 _ vJ 115 i . 27 1' ICE CUBER WITH BIN HO SHIZAKI M 2006AB O O` . 28 „ T HOWN ON PLAN _ NO S _ ,2 8 230 1 12.5 J BW 1/2 3/8 2 3/4 E U B R HO SHIZAKI KM 1100MAJ 0 28 1 IC C E PROJECT NUMBER: C U 19 291 DATE: 08-27-2019 SCA LE: NTS DRAWN BY: APPROVED BY, A ' TRM G SHE ET TITLE: t I a -- -- - -_ _ FOODSERVICE - I , L I , I i 3 I ,, r I h ,r I i . EQUIPMENT G ,I: I , , I I ED 9 , SC H LE U u is Y A r 1 I ....: .. U SHEET.NUMBER: 1 a ,,.. ALLY PRINTED ON A 24"x 36"SIZE SHEE .THIS DOCU MENT WAS ORIGIN T `i . I \ . / / / Top oj6c4_,4ol EQdnk — / //%/�/ = 7_ —J - - - - - - - - - _ LTdwn,e�fini1lony — // // /� — _ — — —2_0' Tim s oVU _ \ \I 1 , Top of. Coastal,-5ank ' J/ / / / _ _ — _ - - - - _ / / - —�� 11 11 / PROPOSED __VENT & I / StatJ .C�f' ,itian //�� //� / �� - - - _ - - - - - - - _ / \ 1 AIR SUPPLY/ V). / / / // /� — — — — — — — — -.a \ 1 1 FOR FAST SYSTEM l\ \ 6 CONC. fiAD PROPOSED FAST SYSTEM Sandy A \ / Play Area _ _ li� \ \ � " 1 D-BOAC/& PIPING goovse (SEE SHEET 6 OF 6) / L \ \ \ \ 1 1 � PROPOSED / _ Wood Deck \ STAGING / � � •\ . .•,!1\ AREA I HW(APPROX.) / /// / / // M ///�j / / bnc \ 1 Sty w f }} ll \ .......... .... 1/ / / // � / // Wfalrs � C'ubhouse \ �- I'`' -- 12,0Om ... 1 \\ ..1......... \\ /a ... ..... .... .. ..... tpo �ecko d � ���� i/i 1� J � � // / / / / •'// / / Lawn Beach GrossArea Top ,of Coastal Bank / //i%/ /! — !� //'15 Town & State Definition) / \ at'° 7 w/Stnn Hall 2 fff Flood Zgne Lines os Shown � � — � /j///�/ dp/o jC�a�tUl �afi1v on FIRM Pagel # 250001 0018 D \ / y� Q e o' n/s -7- - C os a �6, s/ao J -80 -�-0-To -e-initiO Sp°f \ \ 30 i / — a _ 81 WALKVi OV -� _10 / / / / ` �� 0/�cam/ //�/ // / / — — — — •T PRO' S-SMHi SP ORS /3g/ - ; GPE / 15 ✓ / % o W /cj�P / / // _ / _ o �' C ///// // j/ / / / / -- •-,,,.-� ) _ � �F-G — — f�F \ "�' PRO. 1 \ \ \\ \\ S RGN I \ BIT. WALK l \ \ . \ \.,, / / " �..�../..... ••/ /// // ADO F OBE I ' -16 OR 1 \\\\\\ \ \ Law so ERED P \\\�\ \�\ K'W �Yp \ .\ I I / / / / 'lee, gO\JE S c / I / va ITIE TNE // ► / RE/ ACE , POLE yawn ,, �� � � �\ � / / ••y. �•/• • l / / � / / � / / / / / l \\a\a\\\ - DP OPRIP N PO ear WALK 2p / / /•!./. . / / / / / / / / / "a���aa .- M �0.- ED PpP NNECTIO / / SYS1E ND S o 1------------------------ / T10� R OP � u S E . •-- - - � . .-- • / ' / /pR0/ / /// / / II II I ---�w — \ \ � / ` .• S'°fe p° �\ � / / / // / / / l / / / / RRIGP• •EMOv p IF P N� p •. a� —1P3 �/// I 9 pI,PGE 'EO 40' A \ o Se RE TURg '. C DI �MENT N' \ \ / / / / / // L• oo� I I (o P PR NEC --. / � � pE NN / , // I °h \ FIRE E �o / 1 Lawn DpIP \� le I ' r • -Legend: , ` \ \ � \ e \ Jr \ \ \ � I a \ \ \ 2 \ \ — — — J / // / / f �- g�T ORC ' \ 1 / / / / / /. / / L P � S_ � .-•COVERED ..���i _ / \ � N � N 1 f � / r`.1 1 • I 1 � II \ 0 Drain Manhole \ \ \ \ \Fa eel Sewer Manhole Q I - © 'v Water Manhole \ e 'enf�� \ / ' / / / / / / // / / / // / / — Misc Manhole ® Catch Basin \ \ / / / / / / / / / / / I /go. ® Drain \ \ \ \ \ / — / / / / / / / / / / / / / / / W PLK/ 7 I I °fete cu 179/10 Hydrant \ \ \ \ \ \ — — ✓, / / go/ / / / // / / / // / / pRo• // °n \ 004* El CB/DH \ \ \ \moo N� �28\ — — — — — / / / / / / / / / �P1 — OPO P\JIN6 I g;t. 5 \ \ �Pr efe� 5r09 O PK nail \ \� \ \ — — — / , / / / / / / j / / �� / P�NOUS P \ / / ` / l \ ` Q\o -0 Guy \ '� \ / - - i / / / / / / / — \ /gI1UMl / / W cJ I ° 9r \ \ \ \ O Utility Pole \ \ \ \ — — / v `\ J ayBlcv \ i.•'/ \ -ohw— Overhead Wires �c'� \ \\ I / / / / i ' / '' �/ / / /L / j \ / / ester Deciduous Tree I II \ / / / — / / / / / / j/ / — / �J de/p any ....... / E\f5ti • \ 1 SED G Cl) / / ee� \ / Gf Coniferous Tree I \ // / / i J / / pROpO pp jING W ''..- 1 �/ / / tUMINO l -a- Sign I I 30 / Light Post I I / / / / / / / 7 © Gas Valve I I / / / / I O log °5 W / Edge ® Water Valve // ��• \ \ �5 '-• / �D —w— Underground Water Line / ( / ,5�2. Benchmark: \ w �.--_'-_.'�....... •� g / 1 O` / / / I / 1 ��358�0� H dran t Ta No, n — _ \ m -e1ec— Underground Electric Line y — I I 3 / 32— V� NGVD'29 \ 4 —tv— Underground TV Line 1 CO / / / 1 I / w 5'S8�• I I 3 —tel— Underground Telephone Line // / I I \ % I/ \ ah R,362000 1cv Irrigation Control Valve / / setbock _ 3 Notes: 1) Utilities located on 2113104 / / �� �r �� I \ 1 \+ .A OL11 ,.--.M ��� Bit. c°rtP°th e marked b Comm Water & Ori Target. I l 13 �t o ° i ,r�e as ma ed y / g / I I I 1 S h \ �e / / r / 2) Irrigation & water to tennis clubhotrs�e/ l I 1 ' \ I ohw & childrens camp are not s4 l WMH7 I / \ --ohw R=33.3'W 179115 \ 16 w =34.0' ` — \ ice a. �OF P{?, ohw / /' I w ' irWaY c{ 179/17 ohw ohw 56.3�'31" `Qf N r K" " I REVISION: Add FAST System. 10,3104105 6 N 537 31 E / / o � :1p3•oo' NOTES: PREPARED FOR: PREPARED BY. T/TLE Site Plan 1.) The property line information shown was Oyster Harbors Club, Inc. Sullivan Engineering, Inc. Cape&j V Proposed Improvements � compiled from available record information. 1 Grand Island Drive PO Box 659 7 Parker o" od pp o Osterville, MA 02655 Osterville MA G2655 Drainage, Septic, & Utilities Zoo 2.) The topographic information was obtained Oyster Harbors MA R�19�68, from on on the ground survey performed on (508)428-3344 (508)428-3115 fax (508)420-3994 (508)420-3595 fax At PSul1PE(gool.com or between 11/NOV/03 and 27/FEB/04. Jam+ capesurvOcopeccd.net 1 ,70 Grand Island Drive 3.) The datum used is NGVD '29, a fixed mean sea level datum. 30 0 15 30 60 120 Draft: JOD Field: MDH/WHK/RRL Sarr�Stahle Castel- Harbors) Mass. Comp/Review: PS Comp/Draft: WHK/MDH/Rf'L DATE: SCALE: Emommms Job # 97049 Job # C465.1 January 5, 2005 1 30' 11 = I SEPTIC SYSTEM EVALUATION / DESGIN SEPTIC NOTES DESIGN FLOW 1.Water Supply For This Lot is Municipal Water. 2.Location of Utilities Shown on This Plan Are Approx. F.F.EL.40.0 430 Seats @ 10 Gallons Per Seat=4,300 Gallons At Least 72 Hours Prior to Any Excavation For This SEE NOTE 4(TYP.) Project the Contractor Shall Make the Required F.G.EL.36.0 F.G.EL.35.2 SEPTIC TANK Notification to Dig Safe(1-888-344-7233) 150%(4,300 Gal'ons)=6,450 Gallons 3.The Contractor is Required to Secure Appropriate "EX. Existing 12,000 Gallon Tank is Adequately Sized Permits From Town Agencies For Construction MAN EE NOTE 4(TYP.) Use Existing 12,000 Gallon H-20 Septic Tank Defined by This Plan. HOLE EE NOTE 4(TYP.) EXISTING PIPE(TYP.) H-20 F.G.EL.29.0 F.G.EL,22.4 ) EE NOTE 4(TYP.) D 7� 4. Install Risers t0 Grade For All Proposed Structures. F.G,EL.23.0 G.EL.20.7 GREASE Till\ Install Risers to Grade For All Existing Structures 2° 15/35 X 10 Ga, Except Existing Manhole. Risers For Existing Manhole �EI.29.8 EL.2s.2 LINE ( ) ( (.lons Per Seat)x(430 Seats)= 1,843 Gallons to be Set NO Less Than 6"or More Than 12"Below Grade. B.F.EL.29.4 -� Existing 1,500 Gallon Tank is NOTAdequately Sized 5.All Structures Buried Four Feet or More or Subject EL.29.6 PROPOSED PIPE(TYP.) EL.27.0 PROPOSED Use 2,500 Gallon H-20 Tank (sea Note E 2500 GALLON 26 EL.20.2 EXISTING PROPOSED TOP EL.19.4 to Vehicular Traffic to be H-20 Loading. L PRO. 6.Proposed Septic System Components to be GREASE TRAP 12,000 GALLON EL.20.o EL.19.8 LEACHING AREA Installed in Accordance With 310 CMR 15.00, 5,000 GALLON TANK EL 1 .6 H-20 SEPTIC TANK EL.194 D-BOX FOR FAST SYSTEM L I SEE NOTE 8 : H-20 H-20 SEE NOTE 1> H 20 ExISTNG Existing Fields:2 @ 12'Wide X 110'Long X 4'Deep Latest Revision and the Town of Barnstable Board of SEE NOTE 9 (SEE BELOW) S T EL.18.4 LEACHING Sidewall Area=2(122 X 2 X 4 X 2.5)=4,880 Gallons Health Regulations,&248 CMR 2.00. SEE NOTE 10 CHAMBER Bottom Area=2(110 X 12)=7,520 Gallons 7.All Piping to be Sch.40 PVC Unless Otherwise Noted. H-20 BOT.EL.14.4 Total=7,520(Gallons 8.The Inlet Tee Shall Extend to the Mid Depth of the Tank. The Outlet Tee Shall Extend to Within 12" Use Existing Leaching Fields of the Bottom of the Tank. 9. The Inlet Tee Shall Extend 10"Below the Flow Line. i NOTE: Design Based on 1978 Code. See Sewage#95-844. The Outlet Tee Shall Extend 34"Below the Flow Line. DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM GROUNDWATER EL:2.5t Upgrade of System is NOT Required Per 310 CMR 15.301(5). 10. The Inlet Tee Shall Extend 10"Below the Flow Line. PER T.O.B.GROUNDWATER MAP 11.D-Box to Have a Minimum of 150 Gallons Capacity. NOT TO SCALE 12.Recycle Pump to be 0.4 HP. INSTALL BLOWER-„THHOOD SpeciFications . For HighStrengthFAST 4,5 Wastewater Treatment System lA'MESH SCREEN / SEE NOTE 1 304' (SEE NOTE 8> ': � / ,:•,;,.,:,:, ,,.. ... ,>..... _ ,..,.,.•, - ..,-_ _ elevation roust be higher (5 cm) higher. Moximwm free or unrestricted ANCHOR BOLTS BOLT LEG EXTENSION 1. GENERAL water and Its etev (o , cm) FAST AIR LIFT The contractor shall furnish and install (1) than the normal flood level. A flow with a 6 inch effluent pipe is 260 GPM NON-CORROSIVE SEE NOTE 2. TO ORIGINAL FOOT. 2"DIA 10'DIA -� HighStrengthFAST 4.5 treatment system as CLAMP EVERY 2 FT GASKET GASKET SEE NOTE 1. ' OBSERVATION VEN77NG PIPE LIFTING HOLE - Y two-piece, rectangular housing shall <984 LPM) or 130 GPIM (492 LPM) with a 2.0 PORT (SEE NOTE 5) manufactured by Bio-Microbics, Inc. The be provided with tamper-proof screws. design safety factor. NON-CORROSIVE treatment system shall be complete with all The discharge air line from the blower CLAMP EVERY 2 FT // _ su lied equipment as hown on the drawings / SEE ' ORIGINAL NOTE 4 ORIGINAL O PPs 9s to the HighStrengthFAST shall be Wastewater treatment systems work _ FOOT F007 and specified herein. provided and installed by the best when influent flow is delivered as RISER RISER a' SCH a0 contractor, consistently as possible. FAST systems 3' AIR 7.25' PVC PIPE The principal items of equipment shot( include 3' AIR SUPPLY TOP OF TANK PLUSH WITH ;` -„ have been succesevving designed, tested BOTTGM OF CONCRETE un �. - FAST System Insert, leg extensions, blower 6, ELECTRICAL SUPPLY LINE _. 3.B75' AIRLIFT 70 AIRLINE and certified nfkueen ow. H WITHIN 1-vz• •? ;• ats:.5• nssembtyr blower controls-nod alarms. The 'The electrical source should be within _ g g y' LINE Cur SEcriDN INFLUENT WASTE CONNECTION (105.4t1.3-) demand based inflU2Pnt flow. However 12 3'DIA PIPING MIN FROM SETTLING TANK 24' DIA HighStrengthFAST 4.5 unit shall be shunted 150 feet Of the blower. Consult local - •� (30.Scn> SEE NOTE 3� FALIDRY SUPPLIED SEMI-FLEXIBLE AIRLIFT BLOWER PIPING MANHOLE/OBSERVATION When influent flow ITS controlled (either GASKET GASKET B RUBBER (SEE NOTE 2) ELECTRICAL within a 4,219 Gallon (15971 L) minimum tank, code for longer wiring distances. At[ TO AIRLINE CONNECTION V/3-DIAM.S.S. PORT (TYP.) r - by pump or other means) to the FAST - MPT END FITTING AND U-JOINT BRACKET. GASKET CONDUIT as shown on the plans. Settling tank(s) wiring must conform to code. The system to het with highly variable flow ANCHOR BOLTS MEN-CORROSIVE CLAMP EVERY 2 FT.MIN.. (TO BLOWER equalling 1/2 t0 1 X.doll f10W must be used input power required for the blower is y P g Y PLAN VIEW (SEE HSF 4.5X DWG) CONTROL - q g y P q conditions, then multiple feeding events LI /-SEE NOTE 2. SYSTEM) prior to FAST, Tanks) must conform to 230 Volts, Single Phase, 60/50 Hertz, should be used to Ihel assure even SEE NOTE 3. B ' local, state, and all other applicable codes. 11,5 Full Load Amps, minimum wire size is P (2l Fl cm flow, optimum performance, and reliability. NON-CORROSIVE CLAMP LEG O The contractor shall provide coordination 10 A.W.G. (Locked Rotor Amps are 67), EVERY 2 FT,MIN. FAST AIRLIFT 6 PROVIDED 12' 4• DIA FAST AIRLIFT t SUPPLIED LEG EXTENSION r FAST® between the FAST system and tank supplier or 508 Hertz, 60 Volts, Three Phase, SEMI-FLEXIBLE AIR LINE SUPPLIED SERA EXTENSION with re 10. WARRANTY 6' OBSERVATION PORT 10' DIA VENTING PIPE TREATED Bard t0 fabrication of the tank, 60/50 Hertz, 6.6/3.3 Full Load Amps, CDNNECTIC'N W/3' DIAM.S.S.` AIR SUPPLY FLEXIBLE AIRLINE MODIFIED LEG 1.5• lT, <OPTIONAL) EFFLUENT installation of the FAST unit and deliver to minimum wire size is 10 A.W.G. (Locked The manufacturer of the HighStrengthFAST 4.5 MPT END FITTING. CONNECTION V/3' (SEE NOTE 3) (3.8cm) (-43cn) •4,219 GALLON - Y DIAM.S.S.MPT END EXTENSION WITH a1. 's.5 the ob site. Rotor Am s are 54/27), All conduit and treatment system shad warrant for OPTHINS MIN. LIQUID J P FITTING. 4' PVC PIPE 7, «o5.atl.3cm) wiring between the electrical control eighteen months from the date of 4 - CAPACITY (TYP) ;. 2: OPERATING CONDITIONS panel (optoinal), the power supply, and the shipment or one year form the date (SEE NOTE 5) (21293L.) 7 (TYP) ^- The HighStrengthFAST 4.5 treatment system blower shall be furnished and installed of start-up, whichever occurs first, c NOTES 49' shall be capable of treating the wastewater by the contractor, that the equipment they provide will ' 1: SECURE ORIGINAL T X T FOOT TO LEG EXTENSION BY t124.scm) be free from defects in material and produced by typical family activities (bath, PLACING TWO (2) SCREWS IN EACH SIDE OF THE LEG. INFLUENT WASTE TREATMENT Ct O laundry, kitchen, etc.) ranging from <18) 7, ALARMS workmanship. FROM SETTLING ZONE y' g g EXTENSION. EIGHT (8) SCREWS PER FOOT ARE PROVIDED «ozcm) eighteen to (63> sixty-three persons and The alarm system shall consist of a AND SHOULD BE USED ON EACH LEG EXTENSIONS. FASTO INSERT FASTOTREATEn q1, :> TREATMENT FASTO MODULE not to exceed 4,500 US Gallons per day visual and audible alarm to indicate In the event a mechanical component fails to 3'(7.6cm) (By III EFFLUENT (1191c^) -� ZONE BY BID 5' (17033 LPD), loss of power to the blower and/or perform as specified or is proven ® ® 2. ANCHOR CORNER LEG EXTENSIONS TO BASE OF THE TANK 42I9 GALLON - - , .• ,_ .. ._.,-„ _ •, ,, high water level, A manual silence efective in service during the EXCEPT THE CENTER LEG EXTENSION. PLACE BOLTS • •" -� '-' •'�' - warrant period, the manufacturer MIN.LIQUID ' `'� - -" " "" ' "" "' ` """`' ""' `' ,• SWItCh is included: Y P AT OPPOSITE CORNERS OF THE LEG EXTENSION CAPALCI S A shall repair or replace such defective 36` ® ® BASE. IF ELONGATING THE LEG EXTENSIONS PAST 45NOTE)lOEE LEG EXTENSION 15' MIN. SEE NOTES 6 6 7 I rhid PVC,e FAST media Shall be manufactured of SEE NOTE 5 <3ec^) SEE 77'3,5' (195.621.3cm 79'*.5' (2o0.7m1.3cm and it shall polyethylene supported by the pylene e INSTRUCTIONS AND ❑PERATING paas. ( ost of labor on (91cm) 8. 23' (58.4cm) IN HEIGHT, THE CENTER LEG EXTENSION repair/replacement is not covered MUST ALS❑ BE BOLTED DOWN. ANCHOR BOLTS ARE under this warranty.) The replacement CONCRETE NOTE 4 I56' polyethylene insert. The media shalt be fixed All work must be done in accordance Y• P BASE NOT PROVIDED. or repair of those items normally c31561 p position and contain no moving or wearing with local codes and regulations. 4' 3. TO ELONGATE FOOT PAST THE PROVIDED O CUT consumed in service such as air filter, r parts and shall not corrode. The media Installation of the HighStrengthFAST 1 THE 3.875' DIAM. LEG EXTENSION INTO TWO NOTES shall be designed and installed to ensure 4.5 shall be done in accordance with etc., shall be considered as part of - g routine maintenance and upkeep. �{ EQUAL PIECES. THEN CUT A SCH 40 PVC PIPE 1. BLOWER PIPING TO FAST MAY NOT EXCEED 100 FT BASE. IF ELONGATING THE LEG EXTENSIONS PAST 23' 9. COPYRIGHT (C) 2005, BIO-MICROBICS, INC. that sloughed solids immediately descend the written instructions provided by _ P p• TO THE DESIRED LENGTH AND SLIP THE PIPE OVER UNIT WITH (30.5 m) TOTAL LENGTH AND NO MORE THAN (58.4cm) IN HEIGHT, THE CENTERLEG EXTENSION MUST through the media to the bottom of the the manufacturer. Operation manuals CONCRETE BASE FOR THE TOP AND BOTTOM CUT SECT I 4S ZF THE LEG l0. SETTLING TANKS EQUALLING 1/2 TO 1 X DAILY FLOW Septic tank. shalt It is not Intended -that the 3'MIN fIR PIPING 4ELBOWS IN TH EPIPING SYSTEM <@I00 FT). FOR ALSO BE BOLTED DOWN. ANCHOR BOLTS ARE NOT p all be furnished which will, include a � BLOWER HOUSING � EXTENSIONS. .� ' DISTANCES GREATER THAN 100 FT - CONSULT FACTORY. PROVIDED. SEE DRAW(,NG HSF 4,5 X. SHOULD BE USED PRIOR TO FAST. - d"e cription of installation, operation,- manufacturer assume resoonsibility for BLOWER BASE MUST BE ABOV FLOOD LEVEL. 4. BLOWER f ',,system maintenance procedures. coot"=ant liabilities or conseauentinl ELE RICAL-" NOT 4. ATTACH PIPES WITH STAIN' STEEL SCREWS. 6. TO ELONGATE THE AFOOT PAST,-- - PROVIDED-PROVIDED 12' 11. FAST TANK MUST HAVE:A MINIMUM OF ONE ACCESS PORT NOTES Th Hi hStr n thF ST 4. It 'e shall be a separate manual for dam >4f any manure resetting from THE BLOWER HOUSING E UP IF LEGS ARE EXTENDED Pr• d',USE OF SCH 80 e g e g A 5 unit sha come p 2. BID-MICROBICS REQUIRES 'IPING FROM BLOWER '-1 FOR PUMP OUT. MORE THAN ONE IS RECOMMENDED, clef. )in desi n, m"iaterial or - OF A SEPARATE TOP i, D A PIPE IS RECOMMENDED. <30,Scm) EXTENSION, CUT THE DIA. (9.8cm) LEG equipped with a regenerative type blower !�installer, service rovider, andg N TO TANK BE GALVANIZED 1 41NLESS STEEL 7.ALL APPURTENANCES TO FAST®CONFORM SEPTIC 5..1 ,90LES FOR LIFTING THE FAST®LINER ARE9 YP P �4' BOTTOM PIECE. G`J EXTENSION INTO TW❑ EQUAL F J NEXT, CUT , > _ owner, tailored to each. work;,-�:dship. or deloays in delivery, i - S. THE AIR SUPPLY INTO THE FAST T 12. ALL APPURTENANCES TO FAST (e.g. SEPTIC TANK, i TANK, PUMP OUTS, ET MUST CONFORM T❑ ALL SG,-,-tIED. CONTRACTOR-SUPPLIED SPREADER BARS ARE 1 cnoable of delivering 165 185 CFM. The ,., �� S ®UNIT MUST BE PIPING INSIDE TANK TO FAST AIRLIFT MUST BE OF A 4 SCH 40 PVC PIPE TO-THL'`s,c'SIRED LENGTH AND ,. _ replacement or othTerwise - r_ _ c-ci, .,, - L;. c PUMPOUTS, ETC.) MUST CONFORM TO ALL COUNTRY, COUNTRY, STATE, PROVINCE, AND LOCAL CODES. TO BE USED IN LIFTING THE UNIT. PLACE SPREADER � ..,.,;..blower assembly shall include an inlet filter � � -)I I S,-.,..RC.. S❑ AS 10 PREVE.,T D:aMAG.. FROM PIPE i NON CORROSIVE MATERIAL. DO NOT RUN GALVANIZED SLIPTHE.PIPE OVER THE 70P CUT SECTION AND THE _ _ _ , v c - - m BARS BEi WEEN LIFTING Hni_ES. •:. � - --- -. ' • �.;(i"„ ..eta. Fit cer-element. ,. LC & .P� S-�•,JC-' -. - V iHK,4l ILN. UNIT.IS SUFr LIEU W! 3 ,,, - PIPE LENGTH INTO TREA.N.ENT TAN._ SEE ALSO NOTE ,. 9077 M CUT SECTION Of THE LEG E`!TENS'.pN, ATTACH STATE. PR....VINCE AND LOCAL CODES. . -2.SETTLING TANKS EQUALLING 1/2 X TO 1 X - Each FAST module is provided with n - ; T CREWS: EQUAL - ... I 5 ON HIGHSTRENGTHFAST 4.5 X DWG. PIPE ITH PROVIDED STAINLESSSTEEL S � P .. SEMI-FLEXIBLE AIRLINE CONNECTION: WITH/ SS UPT •rn„ DAILY FLOW SHOULD BE USED PRIOR TO FAST. 6. BI(?`;•ICROBICS REQUIRES THAT PIPING FROM BLOWER standard (4) four inch effluent pipe I BLGWER HD!:SING _ r , ELON(ATIDN MUST BE DONE ON H LEG WHEN THE ,- 35.5 END FITTINGS P. U JOINT B CKE HIS CONNECTION 3. BLOWER CONTROL SYSTEM .av,- ID-10 INC. PROVIDED 12'.IS INSUFFICIENT ''; T NK BE GALVANIZED N STAINLESS STEEL. INSIDE 5: REMOTE MOUNTED BLOWER r and gasket. The maximum, free or 7 (90 m) DIM N EXTENDS APPROX. 33 1/2 1' ';IVE LINER. 3.PRIMARY AND SECONDARY TANKS MAY BE ONE 0 FAST AIRLIFT CONNECTION MUST BE The blower inn e n '�stricted flow with a four inchPRODUCTSE SIC b mounted remote with no DRAWING HSF 4.5 X. '' IN THE INTEREST OF TECHNOLOGICAL PROGRESS, ALL PRODUCTS ARE IN T' The OF TECHNOLOGICAL PROGRESS, ALL PRODUCTS ARE Y (. - lr N7ERES7 OF 7EECHNOI_OG[CAL PROGRESS, ALL :ARE SUBJECT - t DUAL COMPARTMENT TANK WITH A BAFFLE. 1, NTO IVE MATERIAL. DO NOT RUN GALVANIZED 4. <11) ORIGINAL FEET ARE O: BASE OF THE FAST i I SUBJ. DE A MAT A more than 100 ft (30.Sm) of piping and no eat I e 15 90 U.S. Gallons er ( TG�GN AND/OR MATFERIAL CHANGE WITHOUT NOTICE. �-/ - IN THE INTEREST OF TECHNOLOGICAL k --'SS,AL PRODUCTS TREATMENT MODULE. EACH :XTENSION IS TO SUBJECT T❑ DESIGN AND/OR MATERIAL CHANGE WITHOUT NOTICE' NOTE, MINIMUM COMPARTMENT DIMENSIONS P1Pe'INTO TRa_ATMENT TANK. 0 SIGN ND/OR MATERIAL CHANGE WITHOUT NOTICE. p p g �,_u P P P L ODUC S ARE SUBJECT 70 7,IF LEGS ARE EXTENDED PAST 48, USE OF SCH 80 OR more than four elbows, from the minute (341 LPM), or 45 U.S, GPM (170 DESIGN AND/OR MATERIAL CHANGES VITr UUT NOTICE. TBE HEATTACHEDPROVIDE 70 ITS CORRESPONDING FOOT WITH STRONGER PIPE IS RECOMMENDED. - Dote - - REMAIN THE SAME. - - Date - ,i -0 THE PROVIDED HARDWARE. SEE HSF4.5X DWG 7,COPYRIGHT (C) 2005 BIG-MICROHICS, INC. BIOS HighStrengthFAST unit on a contractor LPM) with a 2.0 design safety factor. 8.RUN VENT (10' DIA) TO DESIRED LOCATION AND COVER BIO MI BI High Strength FAS 64.5 F 4.FASTO TANK MUST HAVE A MINIMUM OF ONE MI 12 BI $ supplied concrete base. The blower must An optional (6) six inch hole and BID- I� BI BI0- 5. ANCHOR ALL' LEG EXTENSIONS TO THE HOSE OF THE �rlrea ACCESS PORT FOR PUMP OUT, MORE THAN ONE HighStrengthFAST®4.5 P not set in standing gasket can be utilized on the some HighStrengthFAST®4.5 S I� M R ICS TANK EXCEPT THE CENTER LEG EXTENSION. PLACE WITH 1/4' MESH SCREEN. VENT MUST NOT CAUSE f'� HlghStrengtlTFAST®4.5 X EXCESSIVE BACK PRESSURE. 1.-8OO-7S3-FAST 3278 IS RECOMMENDED. 1-800-753-EAST 3278 centerline dimension or up to 2 inches 1-800-753-FAAST 3278 56.5' BOLTS AT OPPOSITE CORNERS OF THE FOOT EXTENSION ®--- „,..,,, m..-,.,,"„�.•,zom m,,,_,,,,.,d,,,,�„ (14acm) 1-800-753-FAST 3278 BMI °r BMI HMI o.F�> :ffi"�°. '"°a"A^�. ° ."nr BMI 1 1/2"BITUMINOUS SURFACE COURSE _.................................................-...-....:...-...:........................... 1 1/2"Sri UMINOUS BINDER COURSE LE BARON MCIDEL l[RI 0 LE BARON MODEL LF248-2 M-H.FRAME'.F COVER FRAME&GRATE(TYP.) .TO WITHIN 12"OF F.G.(TYP.) ' r r / 12"GRAVEL BASE COURSE (SEE DRAINAGE ELEVATION CHART) - - ).- �>`- �>.- >..� )..- ).- ).- ).- ).- ).- � I i'�i'�'i;t�-�'I I�TI I_"�Fi-iI'. -I 11_i n II I i •-I I-u i I I I I (� I -1I-I I- .i i ..I I..I'` CONTACTED SUBGRADE NOTE:ALL COMPONENTS TO BE H-20 LOAD CAPACITY PAVEMENT DETAIL 6,n� N ONC.RISER OR ROJECTION MORTAR SHIM Q PERICx&C MORTAR SHIM Not to Scale n (TYP.) AS REQUIRED(TYP.) AS REQUIRED(TYP) 2-1 1/2"D ° FILTER FABRIC(7YP.) DRAINAGE ELEVATIONS HOLES , RIM INVERT SIZE (TYP.) 2%(TYP.) _-y n _:._ "OF PEA STONE .) 12" oPROP(`SED BITUMINOUS n HOPE PIPE r x- - 12" 7", CB 1 34.8 30.4 4'ID p; (TYP.) ° HOPE PIPE ...,,�,t t ;t x,a ' Pn1RKINC AREA i' � r .• (TYP.) _ i Y CB2 34.8 29.9 4'ID g)0STWGGRADE�- -v iN ^ ,-{ <{• , 013 ® ® CB3 29 0 27.0 DB t,,. PROPOSED SWAIE _ - '.PLANTED WITH NEW ENGLAND EROSION . ® ® ® ® ® ®I ® - 1 I5TqqC,C,¢pDE CONTROL/RESTORATION MIX >_ .,,__" ✓ r __. f_..�. ��i.. ® ® ® ® ® ® ® CB4 18.8 14.4 4 ID '' SEE DRAINAGE ELEVATION CHART J . r T r ) ', CBS 18.8 13.8 4'ID FOR ALL INVERT ELEVATIONS r _ SEED GE - - t ,•..... ..:'. :'...,. 5 E CHART FOR SIZES) "•,i _ i... �® ® ® ® ® ®� ® a® ® ® ® ® ® ® CB6 178 134 4ID 6"CRUSHED CATCH BASIN ® ® ®EVA® ® ® 4'ID .i ram` sJ 7� CB7 17 8 12 8 TONE(TYP.) TRAP(TYP.) Ld LP1 ---- 36.5 1,000 GAL W/4'OF STONE SECTION V - V 1 r;i ® ® ® ® ® ® ®� t -� LP2 ---- 29.5 1,000 GAL W/ 1'OF STONE 0® M ® ® ® M ®0 ., LP3 ---- 33.0 1,000 GAL W/4 OF STONE VEGETATED SWALE - ---- -_ ' 0® ® ® ® ® ® ®0 )< � ,�; � :_. ,, , ; ���� .� LP4 13.5 1,000 GAL W/3'OF STONE ({ ® ® ® ® ® ® ® ;:��',-'!' LPS ---- 13.1 1,000 GAL W/T OF STONE � .. .-`mot Not to Scale �� ''� LP6 ---- 12.5 1,000 GAL W/3'OF STONE LP7 ---- 12.1 1 000 GAL W/3 OF STONF. .. 3/4"TO I I/2"DOUBLE WASHED r CRUSHED STONE(TYPJ - f PROPOSED LANDSCAPE DRAINAGE SYSTEM MATERIALS- AL New England Erosion Control/Restoration Mix DEVELOPED SCHEMATIC � t St° !,1 ° Myrica Pensylvanica(Bayberry) � � Buxus(Boxwood) t+aarr� Not to Scale .� Abelia Grandiflora(Glossy Abelia) .`rI _� �a�A" Berberis Mentorensis(Mentor Barberry) � �i � Hydrangea Paniculata'Grandiflora'(PeeGee Hydrangea) REVISION: Add FAST System 03104105 Hydrangea Quercifolia(01akleaf Hydrangea) NO TES: PREPARED FOR: PREPARED BY. TI TLE: Plan � nPryus Calleryana(Callery Pear) Site / l a / Pars 7.) The property line information shown was 11 . m ^�� 1; Svringa Reticulata(Japanese Tree Lilac) Oyster ter Horb ors Club Inc. c *� i n PP p CapeSury i Pro Q'S .I f a:nI�ii v eenS compiled` from available record information, y Sufliiva-n Engi eer�ng, inc._IZC ' Acer Griseum Pa erbark Maple) 1 Grand Island Drive PO Box 659 7 Parker R('tod p �^�'� c p p ) _ Details 2.) The topographic information was obtained Oyster Harbors MA Osterville, MA 02655 Osterville MA 02655 Ostrya Virginians(American Hophornbeam,Ironwood) from an on the ground survey performed on (508)420-3994 (508)420-3s95 fax At (508)428-3344 (508)428-3115 fax Q Bollard or between 111NOV103 and 27IFEB104. PSuIIPEC9bol.com copesurvOcopecod.r,et l 7� Grand Island Drive ' Lampost - NoHeigherThanlS'. 3.) The datum used is NGVD '29, a fixed mean Directed and/ a Sheilded so as Not to Shine Beyond sea level datum. Draft: JOD Field: MDH/WHKIRRL BarnStable (Oyster Harbors) MOSS. r r , Perimeter of the Site,or Interfere With Traffic. Comp/Review: PS Comp/Draft: WHK/MDH/RRL DA TE: SCALE: Job # 97049 Job # C465. 1 January 5, 20�5 AS NOt6C� N Hp RBTERS t ST HQT V GRAND WEST TOP OF SLAB COVERS LOCATED TO WITHIN 0-8830 I LAND BAY ,- 03. 12 OF F.G. JAN. 9,1997 x 106.8 ELEVI BAXTER & NYE INC, , . rr c.- 102 t , I4ocus _ f.G.•102'f ELEV. = 102.00 -__.. COTUIT 0 706 -- BAY SEA IT RIV R � INV. - �. -2w INV. - • 100.0 1500 cAL. OtET>rR T LEACH FlELD E 0" x 105.2 A T K TTSOUND 99.8 SEPTIC TANK INV. �� DIST. SCHEDULE 40 P.V.C. TOP 99.5 B1 �---_ __-_ 99. tL..�X... INV, -99.2 INV. = 99.Q °4 a°° a°°+��°•°'a°4,d4 °4 x 105.5 '� ?0� �` LpGVS MAP c c o as o 04 Q°a WASHED STONE FIQD a -36' PERC. C A E 1 2 ,0 0 0 BOTTOM ELEV. EL = 98,5 C - MEDIUM { SAND •I���� f - - _ MAP 71 PARC�L 4-1-1 ��� �` -- _.--____ -10 NO WATER NO SCALE EL. = 92.0' I I x 103.4 1 PERCOLATION RATE 1" IN ?'MIN. -- 10;) � CLASS I SOILS - IDMGN D TA I x 102.3 OYSTER HARBORS GOLF COURSE MENS LADIES REST ROOM FACILITY . ASSUME 2 FOURSOMES PER HOLE X 18 HOLESDC11o3.3 8 X 18 = 144 PLAYERS x x 101.5 . 74.0 144 PERSONS X 5 GAL. = 720 G.P.Q. SEPTIC TANK = 720 G.P.D. X 200% = 1440 GAL. so Ic USE 1500 GAL. SEPTIC TANK ' ' #1 x 102.4 �r L iMJINQ D GN ' \ 101.1 C DtST. / - 01.5 BOX 111 ALL PIPES TO BE SCHEDULE 40 PVC PERFORATED r �n WITH CAPPED ENDS USE 4 - 4" DISTRIBUTION LINES ' (~ `� a 20' 1N A 20'X 50' WASHED STONE FIELD AS SHOWN 1 Lu LEACHING AREA REQUIRED 99.6 4 723 .P.D./7A 973) c F `r _ 2 Ic 101 (20 X 50) = 1000 S.F. BOTTOM AREA PROVIDED ' 10Lt z x 1(Q2.7 r 0 2 0 Z cr _ � ' a 41ct- o IWT 1o?�g 4' L,C.C. 15 54 .105 Z )J)_ .4'1 21.57 ACRES ' ?oEl _ r., �9.0' PROPOSED 50.00' w t 20' X 50' _. r 00 9.0 9 - LEACH FIELD PLAN VIEWI '�, p x 100.2 SCALE: 1" = 20' / x 101.5 J PLAN QF PRQPQSEP RESTRQOMS s.3 IN (OSTERVILLE) `� \ \ I A A3I WS. x 97.5 \N1 , �- x 97IRT \ I FOR I OYSTER HARBORS PLI�B IN{�. C.B. FND --.� _ o��vE -- -_. \ .�._ �� 97.1 SCALE: AS NOTED DATE: JAN. 9,1997 N07= / BAXTER & NYE INC, S80 , - - - ND SURVEYORS ® FOR ALL ASPECTS OF THE SEPTIC SYSTEM THE CONTRACTOR 1 Q6'2�»E _._ __..__ �____ REGISTERED LP SHALL COMPLY WITH ALL GOVERNING CODES AND REGULATIONS. CIVIL ENGINEERS ».36' `_99.i - T - - ��-x 100.0 - - - x�00.8 � IN PARTICULAR 310CMR 15.000 THE STATE ENVIRONMENTAL CODE TITLE 5, OSTERVILLE, MASS. THE TOWN OF BARNSTABLE BOARD OF HEALTH REGULATIONS PART VUI: C.B. FND ON-SITE SEWAGE DISPOSAL REGULATIONS AND THE BOARD OF HEALTH i;�" t ✓S <. S ;_ 1 0=' � N O RECOMMENDATIONS FOR ACCEPTED PRACTICE. LOT 182 100•0 PLAN PETER (1) REMOVE UNSUITABLE SOILS BENEATH PROPOSED SYSTEM, BACKFlLL MAX. � '�` L.C.C. 153541-12� aF:H:4RP SULLPIAN r++ WITH CLEAN GRANULAR MATERIAL FILL TO BE GRADED AS FOLLOWS: NOT '�_ „ N S. 0 20 40 BAXTER 2 PEASTp E MORE THAN i5?6 RETAINED ON No. 4 SIEVE, NOT MORE THAN 90X RETAINED R �24W �,+� Cl�"L � ON No. 50 SIEVE. OF FRACTION PASSING No. 4, 10% OR LESS TO PASS No. iC� ,r '4 I,�- � 4 � 4 •¢ `� 3/4"- 1 -1/2" i ` r c. - i �� 100 SIEVE AND 5% OR LESS TO PASS No. 200 SIEVE, SOIL TO BE APPROVED BY ENGINEER FOR COMPLIANCE PRIOR TO PLACING ON SITE. �* , DOUBLE WASHED STONE Q per'' SCALE: 1" - 2Q' (2) LOCATION OF UTILITIES NOT SHOWN ON THIS PLAN. AT LEAST 72 HOURS ELEVATION$ ARE BASFD ON ASSUMED DATUM PRIOR TO ANY EXCAVA"IION FOR THIS PROJECT CONTRACTOR SHALL MAKE F� THE REQUIRED NOTIFICATION TO DIG SAFE (1=800-322-4844) AND APPROPRIATE NO SCP,LE WATER. DISTRICT TO DETERMINE UTILITY LOCATIONS. 960 OA i '�I II LOCUS R S i 0 o SM7ER TEST HOLE >- - 0 HARBORS TOP TOP OF SLAB COVERS LOCATED TO WITHIN P-$831 <C Q ELEV.- 16.0 12 OF F.G. JAN. 9,1997 - m F.G.- 15 t cn y BAXTER & NYE INC. 1- ''� 14.5'f ELEV. = 13.9' INV. m 0 O 12.0 . „ V INV. - 1500 GAL. 4 DIAMETER T -2 APUIT RIVE 11.8 SEPTIC TANK � _ DIST. SCHEDULE 40 P.V.C. LEACH FIELD E10" .6 INV. -1 .4 SOX B LOCUSMAP ::..........: INV. -11.2 INV. 11.0 44 44d 44 4p 44 T4° 444 4 -26 f ... ... . ..... ..��.. °° 4 4ASHGD49lONC OE p -36" PERC. p p4 4 p4 44 4 J......L��C.,..L - 4 p°4 44pp444444 44"44°444p SCALE 1 25,000 BOTTOM ELEV. EL = 10,5 C, ASSESSORS 7MEDIUM SAND MAP 53 PARCEL 12-1 ZONE as 8.,1 P�F 00 --10' NO WATER NO SCA R F-1 & A.P. o� ..... LE EL. '= 3.9' ease PERCOLATION RATE 1" IN 2' MIN. I CLASS I SOILS OOD Pk,4/Af `PROP F(Lc6 CAKI�PATH x 4.8 i .2 . 11.0 t - LEACH FIELD x 6.4 141 140 x 12.9 F. . �A / 18.8 ` ` S.. �2.$ \ ! ' 7.6 / r x ` :: (k 3.9 3.6 .... 3.9 2 il4 5 / , �111i _ \ x 18.9' Z 0' ---"".: -- -- r `� -WE TL-t�ND--ff A ilk. cn �` #1 14.o y .4'} �` s � , _`.�.__� � � �- � � \ rn ~_ �'_ j 13.9 pip -13.5 �f /� r 4.3 AL 4.4 i/ 1 _ _ 6.9 ��. x �... 9 15.8 � 14. � 4. � 4• �.. ._ �. DIST. ' _,. I- 7> 1 6 \����o, x 17.9 �- 2at� o x x 6.4 21.0 wv 20.0 4 PROPO 14.0 ?� �' 1 `5) \ �%6/2 20.9 RCs f Se0 x 14.5 O I \ , 20.6 r R00 r x 9 ' O 19.01 5. . MS ST. r 1�4.1 _ . L x 0.2 x, 4. 8.1 17. _ , . _� 3.6 1. .;; 4 � 1 . s �� [ wv 4\1 xi .6 ) LYC 7/ , l x 10 1 r x,,9.3 �. ''^ - _ 4.2 LOT 134 red f 11 +D � , '` "1Z ,''� _ _ _ - _w - ` L.C.C. 1 5354-1 05 / 0 '" 30.1 5 ACRES 3.5 PLAN VIEW AL / k 1 1 AL � SCALE; 1" = 20' r t / 0.9 rr ; 3.6 t � � i' '� 0 10 20 40 \ 3.8,IJr< (4,Q �Ik WETLAND #B O = METAL COVER ` \ _--'` t , r I DESIGN DATA ,'� ' & AL f OYSTER HARBORS GOLF COURSE MENS / LADIES REST ROOM FACILITY , 3.8 ASSUME 2 FOURSOMES PER HOLE X 18 HOLES 8 X 18 144 PLAYERS 144 PERSONS X 5 GAL. = 720 G.P.D. SEPTIC TANK = 720 G.P.D. X 200% = 1440 GAL. MAX.i,)I USE 1500 GAL. SEPTIC TANK - 2" PEASTONE r 3 4 - 1 1� 2 LEACHING FIELD DESIGN 4 `�'� 4 20' 4 n , DOUBLE WASHED STONE PLAN OF PROPOSED 'RESTROOMS USE BOTTOM AREA ONLY I IN SITE IS WITHIN 250' OF WETLAND CROSSECT10N (OSTERVILLE) ALL PIPES TO BE SCHEDULE 40 PVC PERFORATED No SCALE WITH CAPPED ENDS USE 4 4" DISTRIBUTION LINES BARN STABLE MASS. IN A 20'X 50 WASHED STONE FIELD AS SHOWN NOTES LEACHING AREA REQUIRED FOR 720 G,P.D./.74 = 973 S.F. 1Q FOR ALL ASPECTS OF THE SEPTIC SYSTEM DIE CONTRACTOR } SHALL COMPLY WITH ALL GOVERNING CODES AND REGULATIONS.(20 X 50) = 1000 S.F. BOTTOM AREA PROVIDED IN PARTICULAR 310CMR 15.000 THE STATE EWIVIROWIENTAL CODE TITLE 5, OYSTER HARBORS CLUB INC. THE TOWN OF BARNSTABLE BOARD OF HEALDI REGULATIONS PART MIL• ON-SITE SEWAGE DISPOSAL REGULATIONS AND THE;BOARD OF HEALTH SCALE: AS NOTED DATE: J A N. 9 ,19 9 7 RECOMMENDATIONS FOR ACCEPTED PRACTICE. 4T _T BAXTER & NYE 4N NOTES- INC, 41 0 oF ;• REGISTERED LAND SURVEYOR 0 (1) REMOVE UNSUITABLE SOILS BENEATH PROPOSE SYSTEM, BACKFILLS� s�2 CIVIL ENGINEERS` tNCF 41 WITH CLEAN 'GRANULAR MATERIAL FILL TO BE GRADED AS FOLLOWS: NOT ��. MORE THAN 15X RETAINED ON No. 4 SIEVE. NOT MORE THAN 90% RETAINED aaan '` O S T E R V I L L E, MASS. y PAR 4I ON No. 50 SIEVE, OF FRACTION PASSING No. 4 10% OR LESS TO PA &AMR ' "� SUPLE �.'AN SS No. vo 2{we �, "' N0.'`I133 50.00' 100 SIEVE AND 5% OR LESS TO PASS No. 200�SIEVE, SOIL TO BE APPROVED BY ENGINEER FOR COMPLIANCE PRIOR TO PLACING ON SITE. 4Ear , of CIVIL PLAN VIEW (2) LOCATION OF UTILITIES NOT SHOWN ON THIS PLAN, AT LEAST 72 HOURS - SCALE 1" = 20' PRIOR TO ANY EXCAVATION FOR THIS PROJECT CONTRACTOR SHALL MAKE I THE REQUIRED NOTIFICATION TO DIG SAFE, (1-800--322--4844) AND APPROPRIATE .. ` WATER DISTRICT TO DETERMINE UTILITY LOCATIONS. 96030 t k h: f ' ;' � /•� S� �M "Dtt:� Mai►.� Cw S E DTt L � ►4ouS 'Z O L \ �C-ncF'ww; �vyGTtON 350 bEihhTS _JID-rTp - 35bo �,1 Eme :A's � 90>�s��v>,v_1�P �pn C. T'r��,,,,� S T l i 15 _ -- � I ',,,. : ', . :' i _ __ __ •�.� x !O X_3Sb --_ .__t STyP�Ac.c.or.,►-_S -------------- 1 dK cma.�� 2 - ----- - - - ----- \ Gt21 AY �' F� = 20� \,/ Q 1� .. . % i�a�.rc F"i cy v._ _7_1 z.o_C-�c ,,,.5 16T EL ��'$ 111N / _.._. _.- .._.._.._.. ... q. _�_ `$�CEwA�L 9e�A 2.�_f+fS.F C-8 �• _ ��"w�t�` ::::.:•>. __--- -._...- ---- IT ------ ae T-roa.� /4QC,q t•O(�/s P IZ 32 MAN ��� __ ---- — - -- ---- 9 M�►.1 E'`'� k'Zz-'►S L(4x1Z)2•S Z4b Gr^&_ K� � 'TOM I M,M �kC.*.v r: � / -- :;;:>;; •' -7 I?A- _ � $t_t= 1 a 1 �Z • S.T'ar.►� 24`' QS 3 R scan cr-��� �. �-•�, ►Ili �Ev a..� //^^ - - _ - mot. E - -- - ET i4� 1 �Ct1LtlD —� �L Z�>; t USC . 2 . _ lIo toNc� t-e -- -- - ��S ' I T'E' I'Xm' - - ---- —- --- __ , 1 -- �... z ttzx2 x� x z•5� <}"890 _— , ,r �� p TOWN OF BARNSTABLE GEOGRAPHIC INFORMATION SYSTEMS UNIT \ i N SCALE:in feet y GREEN AND 40 0 40 �. 24 Pc•C, 2�Sc2s w c.I crs�7=¢.S Q� �' i W E 1 inch = 40 feet ,w►w .r. _ t �o+.t-r, v►.�c E2.oc= r l t_rE� FA�e.�c 9 �p1,� �Y t �•" / \ � / S FILE:m53.dgn job 12-23-97 3 TQ C-1Z.US"(SD r 4 Z / - ' �' �. NOTE:THE PARCEL LINES ARE ONLY GRAPHIC REPRESENTATIONS OF 2 7 ° 2 6 . PROPERTY BOUNDARIES,THEY ARE NOT TRUE LOCATIONS anh 8-3-94 iz, o � 'µ' . •"` VEGETATION,TOPOGRAPHY AND PLANIMETRIC DATA INTERPRETED f- FROM 1989 AERIAL OVERFLIGHTS, PHOTOGRAPHY AT 1"=800' MAPPED AT 1 —100. PARCEL DATA DIGITIZED FROM 1 —100' S ELT 101� - ��<►Gl-\ 1Q6,, �A LI_�=�{s I r 'pi41GtG C�a r rNGINEERING ASSESSORS MAPS '-.995 2 4. r 1 ' 2 Ile r ..... . ...... ............ _ EACH / SOND 0 % •` �Ll .. lF � K G � z { • - i IPET QUILLvR - 3S 6 / 1 • U ' 4 .q. , h' k / WIL 5 . 7 ........ v IA OF PMA 2 '3 .3 ...... .... .. ,: I ..:... ."..::... :: /1 - e't 13 ° 2 1 ,. t„ , .: ,... _. . _- - '' VIL 77 i• c x .1 :t I t TENNIS C 0 U R S ' i I / \ 7 ° / 1 ' TIE ADDITIONAL NOTES I 1. All construction materials to comply with Title 5 latest revision. I - 2. It is the contractor's responsibility to field locate all underground utilities. C 3. The State Plumbing Code controls the first 10 feet out from the building. � ; This section of pipe to be cast iron or approved equal. Balance of all Septic C Upgrade piping to be 4 inch diameter PVC schedule 40. p pg The Oyster Harbors Club Osterville Mass j 4. All components to be H-20 load capacity. Contractor to supply owner Scale as noted Date: March 3,1998 with certification from supplier. 2e./ h►'I k2cft 1'f,19� PS 5. Crushed stone to be 3/4 inch to 1 and 1/2 inch. All stone to be double Sullivan Engineering Inc. washed. 7 Parker Road, Osterville 02655 (508) 428-3344 6. The grease trap, septic tank,-D box and leach trenches all to have access manholes with heavy duty frame and covers set at finished grade. ji .. f 7. All"T s" to be PVC. i 17 SEPTIC NOTES SEPTIC SYSTEM EVALUATION / DESGIN 1.Water Supply For This Lot is Municipal Water. - ` 2.Location of Utilities Shown on This Plan Are Approx. 1 DESIGN FLOW At Least 72 Hours Prior to Any Excavation For This 430 Seats @ 10 Gallons Per Seat=4,300 Gallons Project the Contractor Shall Make the Required F.F.EL.38.0 Q Notification to Dig Safe(1-888-344-7233) F.G.EL.36.0 F.G.EL,35.2 SEPTIC TANK 11 3.The Contractor is Required to Secure Appropriate 150%Q(4,300 Gallons)=6,450 Gallons Permits From Town Agencies For Construction Existing 12,000 Gallon Tank is Adequately Sized Defined by This Plan. `I Use Existing 12,000 Gallon H-20 Septic Tank 4.Install Risers to Grade For All Proposed Structures. SEE NOTE 4(TYP.) Install Risers to Grade For All Existing Structures 1' F.G.EL.29.0 F.G.EL.22.4 EE NOTE 41 TYP.) SE NOTE 4(TYP.) Except Existing Manhole. Risers For Existing Manhole 4-n F.G.EL.23.0 F.G.EL;20.7 F.G. GREASE TRAP to be Set NO Less Than 6" or More Than 12"Below Grade. 2 I (15/3Existing1 500 Gallon Per at)x(430 Seats)= 1,843 Gallons 5.All Structures Buried Four Feet or More or Subject B.F.E EL.29.g LINE -. _ 15/35 X 10 Gallons Per 5e J s NOTAdequately Sized to Vehicular Traffic to be H-20 Loading. 6.Proposed Septic System Components to be EL.24.0 PROPOSED Use 2 500 Gallon H-20 Tank EL:24.4 PROPOSED PIPE(TYP;} TOP EL.19.4 ` (SEE NOTE 7) EL.23.7 EL.20.2 EXISTING Installed in Accordance With 310 CMR 15.00, GREASE LINE 2500 GALLON GREASE TRAP 12,000 GALLON EL EL.19s 5,000 GALLONDTANK EL 1 .6 PRO. LEACHING AREA ( Latest Revision and the Town of Barnstable Board of EL.24.4 H-20 SEPTIC TANK FOR FAST SYSTEM EL.19.4 D-BOX PRorosED sEPTic Health Regulations &248 CMR 2.00. LINE NOT sxowN H ?� H_20 H-20 Existing Fields: 2 @ 12 Wide X 110 Long X 4 Deep SEE NOTE a SEE NOTE 11 EXISTNG 7.All Piping Within 10'of the Building Shall be Cast Iron.All SEE NOTE 9 (SEE BELOW) Sidewall Area=2 122 X 2 X 4 X 2.5 =4 880 Gallons S 1 EL 18.4 LEACHING' ( ) = - sEE NOTE 10 - „_ G R Other Piping Shall be Sch.40 PVC Unless Otherwise Noted. Ar =2(110 = Gallons HAIGIBE Bottom ea X 12)' 7 520 H-20 BOT.EL.14.4 Total=7,520 Gallons 8.The Inlet Tee Shall Extend to the Mid Depth of the ago _ _ i - Tank. The Outlet Tee Shall Extend to Within 12" Use Existing Leaching Fields of the Bottom of the Tank. s M 9. The Inlet Tee Shall Extend 10"Below the Flow Line. i, NOTE: Design Based on 1978 Code.•See Sewage#95-844. The Outlet Tee Shall Extend 34"Below the Flow Line. DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM Upgrade of System is NO'II•Re uired Per 310 CMR 15.301 5 10. The Inlet Tee Shall Extend 10"Below the Flow Line. . GROUNDWATER EL. hg Y q ( )• PER T.O.B.GROUNDWATER MAP I 11.D-BOX to Have a Minimum of 150 Gallons Capacity. NOT TO SCALE 12.Recycle Pump to be 0.4 HP,and Shall be Approved by Engineer. INSTALL BLOWER WITH HOOD Specif Ieations For HighStrengthFAST 4.5 Wastewater Treatment System 3 _ 1/4'MESH SCREEN BY BID-MICROBICS) _024' FAST AIR LIFT (SEE NOTE 8) //,( SEE NOTE 1 (030.5cm) ANCHOR BOLTS BOLT LEG EXTENSION 1. GENERAL water and its elevation roust be higher (5 cm) higher. Maximum free or unrestricted furnish and.install (1) normal flood level. A flow with a 6 inch effluent pipe is 260 GPM - SEE D E 2. SEEONOTE IL FI .'.e�.< ,.• •..., .. .. `' ' .NON CORROSIVE "' ,• The contractor shall than the nor HighStrengthFAST 4.5 treatment system as two-piece, rectangular housing shall (984 LPM) or 130 GPM (492 LPM) with a 2.0 CLAMP EVERY 2 FT GASKET GASKET VA DIA V DIA 'l LIFTING HOLE p g g OBSERVATION VENTING PIPE (SEE NOTE 5) manufactured by Bi0-Microbics, Inc. The be provided with tamperproof screws. design safety factor. NON-CORROSIVE SEE PORT ' treatment system shall be com lete with all g y p The discharge air line from the blower CLAMP EVERY 2 FT ORIGINAL NOTE 4 ORIGINAL supplied equipment as shown on the drawings to the HighStrengthFAST shall be Wastewater treatment systems work FOOT FOOT - and specified herein, provided and installed by the best when influent flow is delivered as RISER RISER a' SCH a0 contractor. consistently as possible, FAST systems 3' AIR 7•25' PVC PIPE TOP OF TANK FLUSHwtrH - The principal Items of equipment shall include have been successful) designed, tested - p 3" AIR SUPPLY 3.875' FASTS stem insert, to extensions, blower 6. ELECTRICAL Y g SUPPLY LINE BOTTOM OF CONCRETE LID AIRLIFT TO AIRLINE Y g and certified recieving gravity, LINE 12, CUT SECTION WITHIN 1-1/2' CONNECTION 4L51.5' assemb(y, blower controls and alarms. The The electrical source should be within demand-based influent flow. However SEE NOTE 3� 3'DIA(7.6-)MIN INFLUENT WASTE 2a•. DIA (1os.a 1,3cm). Hi hStren thFAST 4.5 unit shall be situated 150 feet of the blower. Consult local - i �g�� (30.Scm) FROM SETTLING TANK HighStrengthFAST When influent flow is controlled (either GASKET GASKET FACTORY SUPPLIED SEMI-FLEXIBLE AIRLIFT BLOWER PIPING MANHOLE/OBSERVATION - within Q 4,219 Gallon (15971 L) minimum tank, Code for Longer wiring distances. All b um or other means) to the FAST TO AIRLINE CONNECTION W/ 3'DIAM.S.S. RUBBER (SEE NOTE 2) ELECTRICAL . PORT (TYP.) y pump ANCHOR BOLTS CONDUIT as shown on the plans. Settling tank(s) wiring must conform to code, The system to helpwith highly variable floe PLAN VIEW SEE NOTE 2. MPT END FITTING AND U-JOINT BRACKET. GASKET l (TG BLOWER equalling 1/2 to 1 x doll flow must be used input power required for the blower is y g y - NON-CORROSIVE CLAMP EVERY 2 FT.MIN. - q g Y conditions, then multiple feeding events (SEE HSF 4.5X DWG) CONTROL prior t0 FAST. Tanks) must conform to 230 Volts, Single Phase, 60/50 Hertz, SYSTEM) p should be used to help assure even p - SEE NOTE 3. $ local, state, and all other applicable codes, 11.5 FULL Load Amps, minimum WII^e Size Is NON-CORROSIVE CLAMP 21 cn O DIA The contractor shall her a coordination 10 A.W.G. (Locked Rotor Amps are 67), flow, optimum performance, and reliability. LEG PROVIDED 12' EVERY 2 FT,MIN. FAST AIRLIFT & P FAST AIRLIFT & SUPPLIED LEG EXTENSION between the FAST s Stem and tank supplier or 208-230/460 Volts, Three Phase, SEMI-FLEXIBLE AIR LINE SUPPLIED SEMI- EXTENSION 4' FAST® y pP lO, WARRANTY n FLEXIBLE AIRLINE 6' OBSERVATION PORT 10' DIA VENTING PIPE TREATED with regard to fabrication of the tank, 60/50 Hertz, 6,6/3.3 Full Load Amps, CONNECTION W/3' DIAM. S.S. AIR SUPPLY CONNECTION W/3' (SEE NOTE 3) MODIFIED LEG 17' - !OPTIONAL) EFFLUENT installation of the FAST unit and delivery to minimum Wire size is 10 A.W.G. (Locked The manufacturer of the HighStrengthFAST 4.5 MPT END FITTING. DIAM. S.S.MPT END EXTENSION WITH (3.acm) 43c , 4,219 GALLON 41. "1,5 the job site. Rotor Amps are 54/27). All conduit and treatment system shall warrant for OPTIONS FITTING. a' PVC PIPE MIN, LIQUID 7- (105.a11.3cm) wiring between the electrical control eighteen months from the date of ` (SEE NOTE 5) CAPACITY panel <o toinat% the power supply, and the shipment or one year form the date y - 7YP> 2, OPERATING CONDITIONS P P P pP Y, NOTES (21293L.) T <TYP) of start-up, whichever occurs first, The HighStrengthFAST 4.5 treatment system blower shall be furnished and installed a9 that the equipment they provide will 02ascm, shall be capable of treating the wastewater by the contractor. 1, SECURE ORIGINAL 7' X 7' FOOT TO LEG EXTENSION BY produced by typical family activities (bath, be free from defects in material and PLACING TWO (2) SCREWS IN EACH SIDE OF THE LEG. TREATMENT Q laundr kitchen, etc.) ran in from (18} 7, ALARMS workmanship. EXTENSION. EIGHT (8) SCREWS PER FOOT ARE PROVIDED INFLUENT WASTE y' g g - AND SHOULD BE USED ON EACH LEG EXTENSIONS. FROM SETTLING ZONE ZONE ; The alarm s Is na2cM) TREATMENT eighteen to (63) sixty-three persons and ystem shall consist of a In the event a mechanical component fails to FAST®INSERT FASTOTREATED FAST®MODULE not to exceed 4,500 US Gallons per.day.. visual and audible alarm to indicate Le ® 2. ANCHOR CORNER LEG EXTENSIONS TO BASE OF THE TANK aT 5' loss of power to the blower and/or perform as specified or is proven (BY BIO-MICROBICS) EFFLUENT (1I9.acm, ZONE - sv BID-MICROBICS <17033 LPD>. P EXCEPT THE CENTER LEG EXTENSION. PLACE BOLTS 3'o.6�m> high water-Level A manual silence defectiv n service durin the 4219 GALLON .�.'.,;.' '.�:' *;•. x":,'':'..•.';: " "': `: SWItCh is included. warranty period, the man 9 manufacturer AT OPPOSITE CORNERS OF THE LEG EXTENSION MIN.LIQUID 3, MEDIA 36` BASE, IF ELONGATING THE LEG EXTENSIONS PAST CAPACITY The FAST media shall be manufactured of shall repair or replace such defective 91cm) a5NOTE)1SEE -I LEG EXTENSION parts. (Cost of labor on 23" (58.4cm) IN HEIGHT, THE CENTER LEG EXTENSION s' MIN. SEE NOTE$6&7 rigid PVC, polyethylene or potypropylene e 8'; INSTALLATION AND OPERATING re air/re lacement is not covered MUST ALSO BE BOLTED DOWN. ANCHOR BOLTS ARE SEE NOTE 5 SEE 7T1,5' (195.611.3cm 79'1,5' (200.711.3cm P P t3a MI and it shall'-be supported by the INSTRUCTIDNS CONCRETE NOTE 4 156' order reparlsofathoseyitemsnnorMalllYement BASE NDT PROVIDED, polyethylene insert. The media shall be fixed wit work must be done in accordance (396cm) in position and contain no moving or wearing with local codes and regulations, I-4' 3, TO ELONGATE A MOOT.PAST.THE PROVIDED O CUT parts and shall not corrode. The media Installation of the HighStrengthFAST consumed in service such as air filter, THE 3.875" DIAM. LEG EXTENSION INTO TWO NOTES shall be designed and installed to ensure 4.5 shall be done in accordance with etc, shall be considered as part of EQUAL PIECES, THEN CUT A SCH 40 PVC PIPE 1. BLOWER PIPING TO FAST MAY NOT EXCEED-100 FT BASE, IF ELONGATING THE LEG EXTENSIONS 23' 9. COPYRIGHT (C) 2005, BID-MICROBICS, INC. - that sloughed solids immediately descend the written instructions provided by routine maintenance and upkeep, _ TO THE: DESIRED LENGTH AND SLIP THE PIPE OVER LO through the media to the bottom of the the manufacturer. Operation manuals CONCRETE BASE FOR THE TOP AND BOTTOM CUT SECTIONS OF THE LEG UNIT WITH (30.5 m) TOTAL LENGTH AND NO MORE THAN (58,4Cm) IN HEIGHT, THE CENTER LEG EXTENSION MUST - - 4 ELBOWS IN TH EPIPING SYSTEM (@100 FT). FOR ALSO BE BOLTED DOWN, ANCHOR BOLTS ARE NOT 10. SETTLING TANKS EQUALLING 1/2 TO 1 X"➢AILY FLOW septic tank. shall be furnished which will include a It is not intended that the 3•MIN.AtR PIPING rrt BL❑wER H❑usING EXTENSIONS 9- DISTANCES GREATER THAN 100 FT -_CONSULT FACTORY. PROVIDED, SEE DRAWING HSF 4.5 X. t SHOULD BE USED PRIOR TO FAST, - description of installation, operation, manufacturer assume responsibility for ° 4. ATTACH PIPES WITH STAINLESS STEEL SCREWS, contin ent liabilities or conseauentiol ELE[TRICAL 4. BLOWER and system maintenance procedures. 9 CONDUIT THE BLOWER HOUSING IS MADE UP IF LEGS ARE EXTENDED PAST 48', USE OF SCH 80 - - BLOWER BASE"MUST BE ABOVE FLOOD LEVEL I1, FAST TANK MUST HAVE A MINIMUM OF ONE ACCESS PORT NOTES - ' dama es of any nature resultin from 6, TO ELONGATE THE FOOT PAST THE PROVIDED 12' The HighStrengthFAST 4.5 unit shall come There shall be a separate manual for g- y 9 - OF A SEPARATE TOP PIECE AND A PIPE RECOMMENDED; 2. BIO-MICROBICS REQUIRES THAT PIPING FROM BLOWER FOR PUMP OUT. MORE THAN ONE IS RECOMMENDED, the installer, service rovider,.ond defects in design. material or BOTTOM PIECE, (30.Scm> EXTENSION, CUT THE 3.875' DIA. (9.8Cm) LEG equipped with a regenerative type blower P 5, THE AIR SUPPLY INTO THE FAST UNIT MUST BE I. ALL APPURTENANCES TO FASTele.g. SEPTIC 5. FOUR HOLES FOR LIFTING THE FAST®LINER ARE- workmanship or delays in delivery, TO TANK BE GALVANIZED OR STAINLESS STEEL EXTENSION INTO TWO EQUAL PIECES. NEXT,yCUT 12. ALL APPURTENANCES TO FAST Ce. . SEPTIC TANK, - TANK, PUMP OUTS. ETC.) MUST CONFORM TO ALL SUPPLIED. CONTRACTOR-SUPPLIED SPREADER BARS ARE capable of delivering 165-185 CFM,. The owner, .tailored to each. enlacement. or'otherwise. SECURED S❑ AS 7D PREVENT DAMAGE FROM PIPE PIPING INSIDE TANK TO FAST AIRLIFT MUST BE OF A 4' SCH 40 PVC PIPE TO THE DESIRED LENGTH AND g COUNTRY, STATE, PROVINCE, AND LOCAL CODES. TO BE USED IN LIFTING THE UNIT. PLACE SPREADER blower assembly shall include on inlet filter r - SLIP THE PIPE OVER THE TOP CUT SECTION.AND THE PUMPOUTS, ETC.) MUST CONFORM TO ALL COUNTRY, Y VIBRATION. UNIT IS SUPPLIED W/ 3' DIA NON-CORROSIVE MATERIAL DO NOT RUN GALVANIZED9, FLOW & PIPE SIZING SEMI"-FLEXIBLE AIRLINE:,CONNECTION, WITH/ SS UPT PIPE .LENGTH INTO TREATMENT TANK. SEE ALSO NOTE BOTTOM CUT SECTION OF THE LEG EXTENSION.: ATTACH STATE, PROVINCE AND LOCAL CODES, - ?BARS'BETWEEN LIFTING HOLES, ; with metal filter element. 2.SETTLING TANKS EQUALLING 1/2 X TO ] X .. .Each. FAST. ) four is provided with a ± BL❑WER H❑USING 5 ON HIGHSTRENGTHFAST 4.5 X DWG, PIPE WITH PROVIDED STAINLESS STEEL SCREWS, EQUAL DAILY FLOW SHOULD BE USED PRIOR TO FAST. 6,BIO-MICROBICS REQUIRES THAT PIPING FROM BLOWER standard (4) four inch effluent pipe 90-m END FITTINGS & U-JOINT BRACKET, THIS CONNECTION - I S INC. ELONGATION MUST.BE FDONEFIC ON EACH LEG WHEN THE - TO TANK BE GALVANIZED OR STAINLESS STEEL. INSIDE - 5 REMOTE MOUNTED BLOWER hole and gasket, The maximum'f'ree or _- 1T (90cm) DIMENSIONS EXTENDS APPRDX, 33.1/2 1N ABOVE LINER, 3. BLOWER CONTROL SYSTEM BY BSO MICROB C PROVIDED 12 IS INSUFFICIENT. SEE 3.PRIMARY AN➢ SECONDARY TANKS MAYBE ONE TANK TO FAST AIRLIFT CONNECTION MUST BE unrestricted flow with a�four inch IN INTEREST F TECHNOLOGICAL PROGRESS ALL PRODUCTS ARE SUBJECT - TH INTEREST OF TECHNOLOGICAL PROGRESS, ALL PRODUCTS ARE The blower may. t mounted remote With -n0 I E R ❑ IN THE INTEREST T IALHCHANGICAL PROGRESS ALL PRODUCTS ARE SUBJECT 70 -DRAWING HSF 4.S X. i,, IN THE INTEREST OF TECHNOLOGICAL PROGRESS, ALL PRODUCTS ARE IN E ER 4. C1llORIGINAL FEET ARE ON THE BASE OF THE FAST DUAL COMPARTMENT TANK WITH A BAFFLE,. NON-CORROSIVE MATERIAL. DO NOT RUN GALVANIZED � - SUBJECT TO DESIGN AND/OR MATERIAL CHANGE WITHOUT NOTICE. _ SUBJECT TO DESIGN AND/OR MATERIAL CHANGE WITHOUT NOTICE. more than 100 ft (3Q.Sm) of piping and no effluent pipe is 90 U.S. Gallons per TO DESIGN AND/DR MATERIAL CHANGE WITHOUT PROGRESS, TREATMENT MODULE,. EACH LEG EXTENSION IS TO 7.IF LEGS ARE EXTENDED PAST 48', USE OF SCH 80-OR NOTE; MINIMUM COMPARTMENT DIMENSIONS PIPE INTO TREATMENT TANK. _ more than four elbows, from the minute (341-LPM), or 45 U.S. GPM (170 _ DESIGN AND/OR MATERIAL CHANGES WITHOUT NOTICE. BE ATTACHED TO ITS CORRESPONDING FOOT WITH STRONGER PIPE IS RECOMMENDED. Date1-0 - REMAIN THE SAME. - Date HighStrengthFAST unit on a contractor LPM) with a 2,0 design safety factor, pate 01-0 THE PROVIDED HARDWARE, SEE HSF4.5X DWG • - 7. COPYRIGHT (C) 2005 BIO-MICROBICS, INC. ® MICROBICS • MICROBICifJ". • RUN VENT <10' DIA) TO DESIRED LOCATION AND COVER BIO MICROBICS HI hStren thFASTe4.5 F 4.ACCES TANK MUST HAVE A MINIMUM OF ONE BIO MICROBICS supplied concrete base. The blower must An optional (6) six inch hole and BIO- BIO� 5. ANCHOR ALL LEG EXTENSIONS TO THE BASE OF THE 8• , g g ACCESS PORT FOR PUMP OUT, MORE THAN ONE - ,„ w, R a 2 o HighStrengthFAST®4.5 P not set in standing gasket can be utilized on the same ,„o o R a a 2 o HighStrengthFAST®4.5 S ' � 1 w p w p E HighStrengthFASTe4.5 X a D WITH 1/4 MESH SCREEN. VENT MUST NOT CAUSE 56.5' TANK EXCEPT THE CENTER LEG EXTENSION. PLACE 1-SOO-753-FAST 3278 IS RECOMMENDED, 1-800-753-FAST 3275' centerline dimension or up to 2 inches 1-800-753-FAST-3278 I-----K-- -� 1-500-753-FAST 3278 BOLTS AT OPPOSITE CORNERS OF THE FOOT EXTENSION EXCESSIVE BACK PRESSURE... . - p ww Q ww- M.2003 T , - m�` Svc nu ns"�""wmimwnu ,uo w,*in"K"�cTxm'm M{'°rwvm. Drown by BMI an°°S and°" ,wx law.i. Drawn by Bn•1i. °wn by BMl °`mw ,u°w°ce" a Drown by Bl�'lI LE BARON MODEL LKI l0 - M.THIN.AME&COVER - DRAINAGE ELEVATIONS- . LE BARON MODEL LF248-2 TO WITHIN 1M OF F.G.(TYP.) FRAME&GRATE(TYP J (SEE DRAINAGE ELEVATION CHART) RIM INVERT SIZE T_I i i_I;,_„ '-Ti-1 T 1- „III-I -I I-ill-i ° CB 1 34.8 30.4 4'ID t-1Ti_ -I I�I I- -u r '-I I t-iTt-n i- - '!I ICI I I'IT-I i�!'' CB2 20.0 16.0 4'ID CB3 19.0 15.0 4'ID NOTE:ALL COMPONENTS TO BE ° H-20 LOAD CAPACITY CB4 26.4 22.6 4'ID 6"MAx. PRECASTCONC.RISEROR LP1 37.5 35.5 1,000 GAL W/4-OF STONE N RO:iECTIox� MORTAR SHIM Q BASREQMR RED P) LP2 _=_- 29.8 1,000 GAL W/ P OF STONE (TYP.) As REQUIRED(TYP.) - , LP3 25.5 1,000 GAL W/4'OF STONE ° 2-1 1/z"D HOLES' o, FILTER FABRIC(TYP.) 1 '.; LP4 20.8 15.2 1,000 GAL W/3 OF STONE ° (TYP.) 2%(TYP.) _•,_ ° '' 12" ° _.. 2%(TYP.) __-� _ - ---- PROPOSED BITUMINOUS ,.., .... ° HDPE PIPE .. 12"!� _ _ ---- LPS 15.5 1,000 GAL W/3'OF STONE WHERE REQUIRED PARKING AREA ¢ -- (TYP.) ° FIDPE PIPE _ a LP6 14.6 1,000 GAL W/3'OF STONE _ r REGRADE TO CREATE o (TYP.) 0® M ® O ® ® ® � f LP7 - - 14.2 1,000 GAL W/3'OF STONE MIN.0.5'-DEEP SWALE E -`"' ° �,, > ,'A EXISTING GRAD - ° -. ® ® ____ _ ® ® '� ® ®0 " LP8 35 5 0 GAL W/4'OF _.._ N �r >�� ,;. � .> - STONE ' / ® ® ® ® ® M1 ® a { 3 - LP9 ---- 35.0 1 000 GAL W/4'OF STONE PROPOSED SWALE - - - �f 7 PLANTED WITH NEW ENGLAND EROSION - - ° V •� �- KA G'4" EXSS DE CONTROL/RESTORATION MIX ° o_ ! d i > %l ' '�' ._^ 7_ ® M ® ® ® ® ®O ) " O GRA MIN. c '' SEE DRAINAGE ELEVATION CHART L FOR ALL INVERT ELEVATIONS ._. ® ® ® ® ® ® ® r r 'i ) { (c 1 �� SEE DRAINAGE ELEVATION CHART FOR SIZES x i'"-t^ "% � i'4'1; EM 13 12 M El s -"`3 ram`S L (TYP•) F� € {d-...3) --r., w�`,�.: .x s; 6'CRUSHED CATCH BASIN 13 In MI STONE(TYP.) TRAP(TYP.) SECTIONV - V o® M ® ® ® '® ® f % VEGETATED SWALE XZ Not to Scale 3/4"TO 1 1@"IJOUBLE WASHED - - DRAINAGE SYSTEM BRUSHED STONE(TYP, DEVELOPED SCHEMATIC - Not Not to Scale I. CROSSWALKSIGN - u ON POST _..-. ..... ' X 1:12 (MUTCD W 16-7P&Wl I-2) _ - _ .. ....._........ .., - a _ BACKFLOW PREVENTER - - 1:10 36"MIN. 1:I0 VALVES REQUIRED FOR n, CURB CUT WATER SERVICE - - rn MAY BE NECESSARY TO - - PROVIDE SLEEVES IN FOUNDATION PROPOSED FOR WATER SERVICES 1"METER - PROPOSED CLUBHOUSE - PROPOSED PROPOSED - 2"DOMESTIC SERVICE V FIRE SERVICE PROPOSED COORDINATE �- COORDINATE PROPOSED l.5"DOMESTIC SERVICE WITH WATER COMPANY WITH WATER COMPANY R FIRE HYDRANT I TO IRRIGATION ��JJ (SEE ALSO P-1) (SEE ALSO FP-1) PROPOSED 6"DI MAIN COORDINATE WITH CLUB f T COORDINATE _ (SEE ALSO P-I) PROPOSED WITH FIRE DEPARTMENT - h PROPOSED WATER COMPANY THRUST BLOCKS PROPOSED T"S PROPOSED FIRE - SERVICE PROPOSED WHERE REQUIRED &REDUCERS FREE STANDING GATE HYDRANT - 7�(� BY WATER COMPANY AS REUIRED STANDPIPE SERVICE CROSSWALK (TYP.) (SEE FP-Q GATE _ EXISTING. l0" WATER MAIN Not to Sale PLAN VIEW 1 PROPOSED WATER SERVICE Not to Scale Revised Plan Submittal Sheet SE3-4398 Applicants Name: Oyster Harbors Club, Inc. Project Location: 170 Grand Island Drive, Oyster Harbors This project has already been issues an Order of Conditions X_ Or - Order of Conditions not et issued ,ter, i t�I't �v f�L d'»✓4 This plan will be considered on _----_-_ / ) X Date - d , C 11 o.canal.street drawing scale revisions �,� number date description As Noted Inc. cbt - ; SITE PLAN 6 10/18/05 Construction Documents Sullivan Engineering, C bost�n.MA.o2114 5 10/04/05 Construction Documents PO Box 659 7 Parker Rood Construction PROPOSED IMPROVEMENTS project number 4 09/02/05 Permit Package 0 ster Harbors Club Ostervi/l e MA 02655 DETAILS 97049 3 08/01/05 Packager Osterville, MA 02655 Documents O O O te1:617162.4354 SPm6 2 06/28/05 Add Mitigation Area Per ConCom (508)428-3344 (508)428-3115 fax (508)420-3994 (508)420-3995 fax date issued 1 03/04/05 Add FAST System PsUiiPE@aol.com capesu>•v@capecoa.net chi lds.bertman.tseckares.inc - fax:617.236:0378 10/18/05 01/05/05 OVERLAY DISTRICT: DIRECTIONS t �.. AP - Aquifer Protection District From Hyannis - Take Route 28 into Osterville; / / rap of Coastal Bank As Shown on Plan Entitled At the lights by White Hen Pantry take a left / (state Definition) \ onto Osterville West Barnstable Road and follow "Revised Groundwater Protection to the end, Take a left onto Main Street; Take a " At the stop sin take , ��� •' "� Overlay Districts — April, 1993 aright onto Parker Road, p g o ' ¢ y P a right onto West Bay Road; Bear left onto Bridge Street, and follow to the Gate\House; Bear right "• -" - onto Grand Island Drive; As roe bears left �\` r , FLOOD ZONE: Club will be straight ahedd #I /U.. + r ° Zone All (el 11) & C Community Pone/ No. / #250001 0018 D // / / / 'r� .. ✓ f f / v v -�� I I July 2, 1992 y , I 1 . ��°• � m 71, ZONING DISTRICT: / — / \ _ /! r j^ ".^ ._..- _.-•-t5 ^' ^,..\ �\ / l r r J f t& ,....W\' r RF 1 / f/ 7Jr 8..h GYcas /1i^/ , r ✓�...-...__ ._...._ ._... .__ .._ t ✓ ORIGINAL LOCAncw J/ f Area min. 43,560 SF \ / / / ^"° ,,�` ; % = /r _ ___.._ _ _ / f OF PROPOSED JJ ` :x - i': ••' (min.) `".., \ ,..� ' 0°�i // / w/.,. r... __,_ ....._ ACCESSORY STRUCTURE f r i / (12126107) ' T Fronto e (min) 20 \ 'It; / Top of�o�sfol dank/ TimsCove t h ,. ;.• , . Width min 125 \ \ \ (Tdwn tJafnitlony -20 / / TTop aY Cr.sta,-frank Stot Ae f Itlan / / r LOCATION MAP . Setbacks: �........ � s / Front 30' / _ / / / / I( /% /✓ / _.___.__._ -__ 1"=2 OOO±' \ _ _ _ - r r Side 15 \ \ - - - - - - —D'MSL //Fr,% / - �_ \ 11 -1 _..._ J j ✓ / Rear 15' / ,r'"- Yr �_ �► } `I\ jf ! / to , ASSESSORS REF.: �t SE IT S � r ff✓r'�/.•, �-' `J >' �'� EXITING SEPTIC J Ma p 053 Parcel 012001 - : O//tffl/fttt l / / r p 4� / _ ! ....... � �- —MNMKAPPROX.)� ........... /////,r°��JJJ//�ff`t td,/ } i 20 § 286 a 4 � i 19�95 844 ! } o .................. se°a� �cWC R�sEo LocAn � � . } \\ rr .......................................... r r / �•�"`^ ....•.`` ... : '^-• ,,. ..'.,•- -'/�x, ,.✓ /%/ %�s t/ f /f ,`^ `"r r �{,q� j "� � \ 1 } 'i f .". --.. _.✓::: \ \ Sc, o� �``/ _--�•..'.''�a'"`� -- sr,,"".rQ f-s`"✓'ter`'"d''r J/''!,r/� I f { � -.' 1` - - - _ -� ___ 1 I` ... • f J �'" •. • .' Bench Grose •^"-. `'"rr'' '".r ":,:.-''r''r''rf J//. / / £ �' '^s� ?/j} }�?:. \ t A e° i i ✓` i J/ / MITIGATION ARE Top of Coastal Bank rr t r 5 i, --,-: r FER SE3-43 Town & State Definition) rr r �! -... \.``.. .`� :' r r�r,,,. ..•J•� .r yYWi-.' `,rr, ✓ __ ._.. ^'9, �_}t. \ i ��- \\ .: ;ir;-.- /s \ 3\1B - •''' flood Zgna Lines as Shown a / fj/ryr�,,To� c{aAa r ••^"' ._ on FIRM Paael t 250001 0018 D %-^�,r..-• "://l//// � �fe,. frIIiHU-„ri�.. _ �•-',�` "" f'•A, MIN \ � ' -- _ e d "„"�,.. •-.... / r.a ''•-'r r.-f-"'' J! ,r ''.sr-,,,,i .!'" ..-.! .... — ...�a..."}- LING ,. Coo � / ,r,t °��5� •�''r "irlj//'•••'`'• r r 4 ...TOW/1,. _ •\ M `' I ,Q ® ® ® ® . ® i } Q C Af _ „ ^.�-. ..� p1t% r' " r •'r i'./ ,,r r ,P. /-" _ _._ ._, gIN V .: - - V \� FEMA Zone 1(el T7) `a r °e c r r /, / c i: l ,a6 r r ��� ,, ., ...• FtrM -�, /-;!,. ,,.,.--• l''r r r r , �,,/,,•'l�-X wAr ~`/--i'" _,..�._ \\ ''� \ f _/ � N7j""a, I •s -.._ : .: .....,..-.`.' ..-'';t5''.-!,.y' rr f, r�,r>'' ,,''r''r r.� !' r.r'' •,. ' � J / •j.- -1 r � ,ti �\ ,r r r.- r / ., ,i r / � .^`•r /rf^"''". •� `^.ry �, - � `� `�' '' ,� 1 �+ IUS Z`l } I,TIIMIHA)""" f. \ \``e \ t / , r ,r r„ ,yg? 2 rr Wdr ✓ r r `rh - / / / ��✓ •/• r r - r - 1' \ ....-2 •..."' ':' ., `, .� '��..;`... / f /, .rf �'' //! ! r :'' / i ,� RACE -_' t TER A ON •. / j / T / 1 1Iu PP /...; / flit /.sap/ CovE ;� t;ll ftl j 1 �r I ! c�` `� ` . :�• fj / ✓ / "- \ � `� I t f //f f J J l t i f ! l f t r ,S� �''®�''� / t r l t't I f � 1 t '�•+'$. t 1 jr j 'r l f I It I I//Q J ,..�.•,. ,. I J 1 !11 t/ 1 r t / f f f !I f t ! r f f � t ``� `°„, ."`•�a•`�\ %--ram 1 r-`�-. j ! r J t! j f t I t / t USE / f fli. Jlft�" It y ; ,' � iL ! ! f ft t , jl / f / / 1 Ct091 3g0 f /./J 1/f'/Jj/1 tt j I —it _ °cs a�'1 f / 1 J!t tf / -f Jt ! j j f f i r ! } F• EL \ \ � ,. .,� y '°.ti-`'Y�`.`�,\ !J // tit! J f r. / f! ` J }} r � ✓ /f� / f I �I � � l J F � ` \ � ,,. \ \ `•-..`^y``,�� .�. / f/ / f 1 x./ J jf ff jf tt Low° i r / �'/'� ,f/f � � j t "" '4 r °t 4 0 r �, ` — �, ..---_ \ \ / � , .`'`. \ -.. \as.� ,\ 11 -,f -✓ / s f! // j 1!!j/r_- � •�•'•'�'- �� £�� ,. !✓� f I is t m 1 1 / _,,. /--� --- ., �\ -.,_ \ �. \ r ! ,l I ' , f I""; �3:• '- - \ p ptj0 c0`� / r / / 1 \ ✓- / ! / / j / / 1 1 ' \ 1 eve I ?r / of / 0r� x X \ \ -- r ✓ f / f �> -- " - K +� a ,-.. r -. - _.State \ \ / 00 Bank - ---' \ \ / \ \ \ _ __F - - r r ✓ / / / / O /' I r,,, �,. --�--__ ,_--_ _ _ ___ X \ �/ � \,,•, \` °` -- _ r `"s ''r`,,,°'rf r / �r(� ~'`--- _ .NM'No�/ ._ �'' ,,.' - —. ___•_ -_._ ____ -..__ �^ __^- - _.. .^•..._ x „X._ .•--\ � `\ \''`r. �`'1 ` \� r- ~'"' ""' r .— ..- .''" ''"' r,/!/ '` ', ~'`•,. `•-l��" /- } g� � r r � t � /Icv / ( / _ r LOT 12 `I i x9 r'' r -'-r -' - �O�© �- -_ r stgt r- �-x \\ 12.7 ACRES 1 �I �� ,/! 's,- /`� ® ® US ��D Wt -'- _- - x \ / r \ so / i/ , / ®�® e /j ®I tUMINa r x \ \ / `,g \ I f f ft IJ�f/ t! f f ® ® ® � -- _- _ ® "- - �pOSED \ t ��tT�GA�� s,�°d 2�� R0 SE�L '1 �0 Cj \ 1 r✓ ( 1 1 1 l Iall 1a w", r�c. o ° I �^ f• f f�t/ f R ELL l �( .„« r D ruRl , nn 1s r ..,. � as P� r r OpOSED t1Cr� /w 179Jn �•_�__onr- R_si. i` 1 Fairway \� Legend Proposed Light Pole .DECK x i�j t �0 p Light Bollard D c Proposed g E - p � r h R - O' t n -- _---_ CQ \� ��n ,'. \ /js+ly 0 1e �� Oy ® Drain Manhole \ O 7 "� q7y Lpa f / °—�° h15/23 Q ® Sewer Manhole Q Plan View ® WatMiser Manhole . • DY 1 \ � ED Cn Qn _ � Is{E ---- Y r .` Catch Basin -OCATED SAN ���-- \ 0 S Y 2 m ! / / / C-1 � � ° scale: 1,r= CO, 0 Drain (;li 'I J Planter RELpLA � _ STRECT _ E`� 22 1 / El b Hydrant L 2 �. , / O PK/nDail �o SO F.F• `\ 23 -X \ / -0 Guy (p �d 4 Utility Pole Overhead Wires • � Deciduous Tree i arts' Existing Structure S ••-• r P�\H OF MASs9 Coniferous Tree / _ {� :: ::; Cy Sign 2 �� !OH ,1 C. GJ, Light Post A � O Gas Valve F.F.EL.2e.s c C, O Water Valve TO BE DEMOLISHED ;168 —w— Underground Water Line F.G.EL 27.0 -��- Underground Electric Line -tv- Underground TV Line y C. ra x P ICA N/n. - - Line Underground Telephone L f w kv Irrigation ControlValve S�O O 700, ` EL.zt.0o`'?VC 9d AdM'B .......... a N�\ td F l E Existing Notes: a Utilities located on 2173104 ter & 10' 12.0o0 Gallon - as marked by Comm Water & On Target. Septic TankIrrigation 2 ches & water to tennis clubhouse ---- •� 76 75 74 73 •��. 72 & childrens camp are not shown. Shift Location of Proposed Structure And Relocate Play Area Away From Northerly Abutter DATE. 03116112 Developed Profile of Proposed Septic Connection Extend Work Limit Along Beach Access Drive DATE: 10/22/10 \ _ l Not to scale Relocate Proposed Structure from North East Lot Corner REVISION: To General Location of Existing Out Building JDATE: 09 02 10 - �\ \ \ NOTES: PREPARED FOR: PREPARED BY.- TITLE:� , BST = 1. The ro ert line information shown wasSite Plan compiled from available record information. Oyster Harbors Club, Inc. Sullivan Engineerin;.g, Inc. CapeSury Pro Proposed Accessor Structure Cb Partial Plan View 1 Grand Island Drive Po Box 659 7 Parker Fiod p y 2.) The topographic information was compiled Oyster Harbors MA Scale: 1"= 20� from an on the ground survey performed on Osterville, MA 02655 Osterville MA 02655 t or between 11/NOV/03 and 26/NOV/O3 (508)428-3344 (508)428 9617 ffox (508)420-3994 (508)420-399a fax 170 Grand Island Drive and Proposed Site Plans issued by us for capesurvCn�capecod.oet o / / Barnstable (Oyster Harbors) Mass. " Construction on 18 OCT 05. _50 0 25 50 100 20o Draft: JOD Field: MDH/WHK/RRL 3.) The datum used is NGVD '29, a fixed mean Comp/Review: PS Comp/Draft: WHK/MDH/RRL. DATE: SCALE: sea level datum. December 26, 2007 As Noted Job # 97049 Job # C465.1 i 1 •� ':'` \\ VSTE ,�• � ; . , -r, ,� �... .�+ SEPTIC. S MDESIGN' Phco SHOP o<K��s a e z0 6 Pp. .N s w G F-V CI Q 1• Y Y. �i ♦. Y i'o Pn C. TAN\C.. SO :» Gr2EASE T,e�P Is AIo x TO : 'bOp �5-ao v.u..aly D-Box 65 35 0 EACH t U C, S A$40 Q9S7 � Z A► 2-4x 12'x 65' c, roA ? Leaching Galleys q IZCA C��� - tZ8'T!07 2EW �C o/ USE 2- bSFT LONG- LEACH FI ELDS p Toq Existing Paved ><;1.' ,.•. �,`' �~, ,,, ��c k Parking Area c1 �`.. ti.tip r3 a k i5-'Sxia�, �,�rr•s.. Zey f v e� T 1 r SE I PTIC TAN KP MAX 1 NLETELI=Aj10N SEE) PRO � tia O � � SWOP / N / C a 13,Z FG t 13.0 1 7000 GAL ` `< SEPTI C TANK 12.13 t 3 12.o 30T. EL. 6.0 T E E Iso G L O A l GR�AS{=TRAP _ 5' tAIt4 ,cr--6 RAP _... A.GGG.SS MC.NNOI_FS P.GOt1tRES� �w,.. S-TANK - ZW'o 3 RCG,�, -- PLAN VIEW V_e0A - 2-4"o 1 RI=Q �T �.s� GROUND WATE Scale: 1 =40 L_- GALLa;Y - ZWo a REQ/- REn1CN DEVELOPED PROFILE Not to Scale ZH OF � �... a Illi4� suu�nraN �ti'0.2y7�3 � � g NO.297s3 -' CIVIL CaE/il C' ADDITIONAL NOTES 1. All construction materials to comply with Title 5 latest revision. ., OF 2. It is the contractor's responsibility to field locate all underground utilities. PAN Septic U pg rade Hogs ss �, Pro Shop 3. The State Plumbing Code controls the first 10 feet out from the building. CIVIL�� � a Oyster Harbors Club This section of pipe to be cast iron or approved equal. Balance of all Oste ry i I I e Mass piping to be 4 inch diameter PVC schedule 40. 24'Q4 P•c-c. zitees w C.T. crwEQ.S spa sAt. ' � Date: March 19,1998 4. All components to be H-20 load capacity. Contractor to supply ownerEP With rtit tl � ••� -2` of PI ►S1D�tt+ ' ce Ica on from supplier. 5. Crushed stone to be 3/4 inch to 1 and 112 inch. All stone to be double -4— 34 m 1 L C.O.us ti r D C. washed. 6. The grease trap,septic tank, D box and leach trenches all to have access manholes with heavy duty Sullivan Engineering inc. 7 Parker Road, 0sterville 02655 frame and covers set at finished grade. S rz4X 10" G^C_$1 IAJ& 6a (508) 428-3344 n - ,._...,..-..._...._ ....�..�._�...-..wr-.•„�I,.M•*r+ ;. �+nsr._.,.,rr�.^.y�r+ill�►�•"�*'.'M ..•.~_^---._.._ �......,.�...i....,.--- - • R .. M • 1,4 cnv5 h J IL- 1 d «eh , ONOF , E•• o TS # .... .ate- o-•^- �, �` f- 'A4�' , '� _ 100. 10. A; a 10 s r .4 .. h� r N T 9/ISE t ; Li ._ ut <'r w CL rAtIA- Of CE . G LZ O YY C ir ; Awk `, O too k' L.AN ll�HOW/N t_ AYou r FDk WATEt u � f/PPLY AND .S1ti`AEDISPOSALt�� c s , CR :. � , r t" R CLUB "OU5E AT O Y. r R " CA LF 10o FEL T ro AN INCH . f ' ... _.+.-w�.a 1�:,..�.-_... ,._ ..yr....:�y�,_ ,,..- _._... _ ........•.�,...._....«...«»...... _.. ... ... .. ...._-..-�r-�s.#.w..v...._,.,v. sMk+ .+i+.w�.rw»w,.:+w..twn....a�-r,c.. .wnr,r.;,oyD.y„r._.,...`�^ ".«�.M......nr..�+.-'. V .�w��Mw+MeMr.�ir....� .�.-,....�.._ M t XI--" 12 Z77 ✓ -2SCp ! f TC A-77 .27 . !p- FAN INFORMATION FAN EXHAUST FAN SUPPLY FAN NCAFA SERIES UPBLAST EXHAUST FANS (UL762) REV.#6NO2/21//2005 UNIT FAN UNIT MODEL # NO. MODEL TAG CFM S.P. RPM HIP. 0 VOLT FLA BLOWER HOUSING TAG CFM S.P. RPM H.P. 0 VOLT FLA NO. W - ROOF MOUNTED FANS D 1 NCA24FA NCA24FA 5226 -1.500" 932 3,000 1 230 17.0 - RESTAURANT MODEL D - UL762 3 NCAI8FA NCAI8FA 3713 -1500' 1084 2,000 1 230 12,5 - AMCA SOUND AND AIR CERTIFIED - WIRING FROM MOTOR TO DISCONNECT SWITCH VENTED 5 DU50HFA DU50HFA 1000 --1,000' 1360 0.500 1 115 6.3 - WEATHERPROOF DISCONNECT ,(� �i CURB - HIGH HEAT OPERATION 300°F (149°C) --- GREASE CLASSIFICATION TESTING r .DETAIL OF REMOTE S/S BOX ° FAN OPTIONS HT a NORMAL TEMPERATURE TEST FAN OPTION (Qty. - Descr.) EXHAUST FAN MUST OPERATE CONTINUOUSLY 20 GAUGE F WHILE EXHAUSTING AIR AT 300°F (149°C) STEEL CONSTRUCTION NO, 12' UNTIL ALL FAN PARTS HAVE REACHED 1 1 -Grease Box THERMAL EQUILIBRIUM, AND WITHOUT ANY 3 1 --Grease Box DETERIORATING EFFECTS ""❑ THE FAN WHICH REASE DRAIN WOULD CAUSE UNSAFE OPERATION, 3" FLANGE CURB ASSEMBLIES ABNORMAL FLARE-UP TEST B EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING BURNING GREASE VAPORS ROOF OPENING ON DIMENSI❑NS AT 600°F (316°C) FOR PERIOD OF R❑ N0. FAN ITEM SIZE LIGHT AND 0 C 15 MINUTES WITH❑UT THE FAN BEC❑MING RO FAN SWITCHES _R - DAMAGED TO ANY EXTENT THAT COULD CAUSE 1 # 1 Curb 31,500'W x 31,500"L x 20.000'H Vented Hinged 2G AN UNSAFE C❑NDITI❑N, G=R�-3" R❑ OPTIONS: 3 # 3 Curb 26.500"W x 26.500"L x 20.000"H Vented Hanged �+ . PITCHED CURBS ARE AVAILABLE 7 1g" FOR PITCHED ROOFS, C GREASE BOX 30° 5 # 5 Curb 19,500"W x 19.500"L x 20.000'H Vented Hinged i HINGED FAN PITCHED CURB SPECIFY PITCH; 12 INSULATED CURB EXAMPLE; 7/12 PITCH = 30' SLOPE PLENUM PROTECTION DUCTWORK BETWEEN NOZZLE NCAFA BELT DRIVE EXHAUST RISER ON HOOD CENTRIFUGAL UP-BLAST EXHAUST FANS DIMENSIONAL DATA AND FAN (BY OTHERS) CURB DIMENSIONAL DATA DUCT PR❑TECTI❑N FAN MODEL HT W B C F R RD W LBHT FAN MODEL D E NOZZLE DETECTORS NCAI8FA 33 3/8 38 7/8 2 28 29 1/2 18 24 195 FAN 1 NCAI8FA 26 1/2 20 NCA24FA 37 1/2 43 3/8 2 33 30 5/8 . 23 7/8 28 270 FAN 3 NCA24FA 31 1/2 20 DETECTION LIN'00 ,. •' i ,,.► NOTE_ IF WALL MOUNT PREWIRE, OR FIELD INSTALLED FIRE SYSTEM t 00*� � SPECIFICATIONS MICROSWITCH TERMINALS SHOWING FACTORY WIRING I --'" MUST BE FIELD WIRED THE RESTAURANT FIRE SUPPRESSION SYSTEM SHALIL BE THE .FIELD INSTALLED INPUT PLOWER INPUT POWER APPLIANCE PROTECTION TYPE WITH A FIXED NOZZLE AGENT DISTRIBUTION 4ETW❑RK. IT SHALL BE LISTED 2 WIRE, 1 PHASE 2 WIRE, I PHASE LIGHTS MAX INPUT POWER 120 VAC MECRCIRE SYSTCHTEM STATUS WITH NOZZLE WITH UNDERWRITERS LAB❑RAT❑RIES, INC. (UL) VOLTS = VOLTS = LIGHTS L400 WATTS FIRE SYSTEM ARMED BREAKER BREAKER TOTAL CIRCUIT CIRCUIT ! ! I BREAKER BREAKER I WHT E ! ANSUL or PYRI3CHEM ANSUL or PYRUCHEM AMPS = AMPS = L 15 AMP 15 AMP AGENT LINE I THE SYSTEM SHALL BE CAPABLE OF AUTOMATIC DETECTION AND ACTUATION - I i TERMINALS MICROSWITCW MICROSWITL H L C-Np-NC-#2 FpR SHUTDDWN WITH LOCAL OR REMOTE MANUAL ACTUATION, ACCESSORIES SHALL BE AVAILABLE /T '� /T � FOR FIELD I k i IL v_sll Ls� FOR MECHANICAL, OR ELECTRICA.? GAS ! ONE SHUT-rr F APPLICATIONS. WIR ING T BR B w' Z S Z �'rt PANEL I _ w. DRY CONTACTS THE EXTINGUISHING AGENT SHALL BE A POTASSIUM CARBONATE, POTASSIUM J K FOR SIGNAL ACETATE-BASED FORMULATION DESIGNED FOR FLAME KNOCKDOWN AND SECUREMENT WHTONLY BRN BLK BLK OF GREASE RELATED FIRES. IT SHALL BE AVAILAB''._E IN PLASTIC CONTAINERS BLK N RE➢ -- WITH INSTRUCTIONS FOR LIQUID AGENT HANDLING AND USAGE. �, m BRM Nc THE REGULATED RELEASE MECHANISM SHALL BE C04PATIBLE WITH A FUSIBLE WHT N RED R� LINK DETECTION SYSTEM, THE FUSIBLE LINK SHALL BE SELECTED AND INSTALLED ACCORDING TO THE OPERATING TEMPERATURE IN THE VENTILATING 1 SYSTEM, THE FUSIBLE LINK SHALL BE SUPPORTED BY A DETECTOR BRACKET/ LINKAGE ASSEMBLY, ORL YEL TYPICAL FIELD INSTALLED ANSUL R102 SYSTEM LAYOUT 13A1 L«z 3I3A1 SYSTEM CONTROL AUTOMAN REMOTE WITH REMOTE MOUNTED AUTOMAN o rso ° o 00 ° NC^ Cl WITH AGENT TANK ENCLOSED MANUAL �® ® ©�® NO- PULL STATION O - TI T2 T314 2 TI T2 T3 14 11 COIL- ETL L15JED DULZHFA SERIES UPBLAST EXHAUST FANS (UL762) FUTURES- I 1 R1 UNDER SUBJECT 508A 21 22 2324 WHT FILE 3054731 - ROOF MOUNTED FANS 11 11 $DRYE W RESTAURANT MODEL 11 k k CONTACTS ACTIVATED — UL762 D I I I I !TE, MtCROSWITCH - VARIABLE SPEED CONTROL Y p T T D I I I NC BLS UL F[]R - INTERNAL WIRING `1" L/ \1 1/ NO _jSHUN TRIP DEVICE ROL - WEATHERPROOF DISCONNECT EXHAUST SUPPLY THERMAL OVERLOAD PROTECTION (SINGLE PHASE) FAN 1 FAN 1 c RY RED RELAY - HIGH HEAT OPERATION 300°F C149°C) VENTED _ RCD yI LIGHT,E1 FAN SIWiCHPPLY GREASE CLASSIFICATI❑N TESTING CURB R2COI C - LK. BLU JOB C - W. BLU WCATI N NORMAL TEMPERATURE TEST E GROUND WIRING: FOR 12" X 18" X 6" HINGED DNA. Br OA / / ° cam BY HT EXHAUST FAN MUST OPERATE CONTINUOUSLY — _ WHILE EXHAUSTING AIR AT 300 F. C149 C) �'a 2) FACTORY WIRING ,: _x A . F ° ° COVERED ELECTRICAL BMX — FIELD WIRING /'h..wrr....rr. _ ....... UNTIL ALL FAN PARTS HAVE REACHED � 0 GAUGE w +�� THERMAL EQUILIBRIUM, AND WITHOUT ANY STEEL ELECTRICAL PACKAGES DETERI❑RATING -EFFECTS TO THE FAN WHICH CONSTRUCTION WOULD CAUSE UNSAFE OPERATION, SWITCHES iGREASE DRAIN ROOFTOP OPTION FANS CONTROLLED NII. TAG PA CKAGE # LOCATION ABNORMAL FLARE-UP TEST 3' FLANGE LOCATION QUANTITY STARTERS TYPE 0 HIP, OLT. FLA ___4EXHAUST FAN MUST OPERATE CONTINUOUSLY Wall Mount SS Walt Mount Box 1 Light B WHILE EXHAUSTING BURNING GREASE VAPORS �� `' 7 1 21111002 1 Fan Exhaust in Fire Supply 1 3.000 230 17,0 AT 600°F (316°C) FOR A PERIOD OF R 15 MINUTES WITHOUT THE FAN BECOMING /' Exhaust 1 3.000 230 17.0 DAMAGED TO ANY EXTENT THAT COULD CAUSE R❑ ROOF OPENING f G=R+3" ` AN UNSAFE CONDITION, RD / DIMENSIONS 2 21111002 Wall Mount SS Watt Mount Box 1 Light Exhaust in Fire Exhaust 1 2.000 230 12.5 2G OPTIONS: 1 Fan RD Supply 1 1.500 230 10.2 GREASE BOX HINGED FAN PITCHED CURBS ARE AVAILABLE 7 C PITCHED CURB FOR PITCHED ROOFS, INSULATED CURB 30° — — `--- —~ — — —� DUCTW❑RK BETWEEN SPECIFY PITCHY 12 EXHAUST RISER ON HOOD EXAMPLE; 7/12 PITCH W .30° SLOPE CUSTOMER APPROVAL TO MANUFACTURE: AND FAN (BY OTHERS) DUL/H DIRECT DRIVE Approved as Noted ❑ CENTRIFUGAL UP-BLAST EXHAUST FANS DIMENSI❑NAL DATA CURB DIMENSI❑NAL DATA E] JOB Oyster Harbors ND--PSP WEIGHT Approved with NO Exception Taken B C F R R❑ LB � _��� LOCATION ❑sterville MA FAN MODEL HT W FAN MODEL D E Revise and Resubl�it ❑ �� «.. �! �� DATE 12/12/200 S JOB # 0 SIGNATURE DU50L/HFA 26 3/4 28 7/8 1 1/2 21 21 1/2 13 1/4 17 1/2 55 DU50L/HFA 19 1/2 20 1 V,1®1■� .:. DWG # DRAWN BY LAS Your Tltte Date REV. 1.00 SCALE 3/4" HOOD INFORMATION HOOD CONFIG. MAX, EXHAUST PLENUM SUPPLY PLENUM HOOD HOOD MODEL LENGTH C❑❑KINGr6l TOTAL RISER(S) T❑TAL RISER(S) CONSTRUCTION END END To ROW 3.0� N❑, TEMP. WIDTH LENG, DIA. CFM S.P. SUP. CFM WIDTH LENG. DIA, CFM S.P. 10' 25' 2613 -0.524 430 SS 7. 0 5124 9' 6,00'Nom. 600 2090 LEFT _ A 7, 0 1 ND-PSP-F 9' 6.50'OD Deg, Where Exposed lv o0 9' 6A0'Nor�I. 60010' 25" 2613 -0.524 430 SS RIGHT 2 5124 2090 Where Exposed ND-PSP-F" 9' 6,50'❑D Deg. ------ 5,00---�------ 5124 8' 0,00'Nom. 45010' 17" 1800 -0.436 430 SS LEFT 3 1440 Where Exposed ND-PSP-F 8' 0.50`❑D Deg. w 5124 8' 6.00"Nom, 450 10" 18" 1913 -0,415" 430 SS RIGHT U.L. Listed incandescent Light U,L, Listed Incandescent Light 4 - $' 6,50'❑D Deg, 1913 1530 Where Exposed 51 (0 Hood #1 �_ Hood #2 ND--PSP F HOOD INFORMATION . FILTER(S) LIGHT(S) UTILITY CABINET(S) FIRE HOOD HOOD : FIRE SYSTEM ELECTRICAL SWITCHES SYSTEM WEIGHT NO, TYPE QTY HEIGHT LENGTH QTY. TYPE UA E LOCATION TYPE SIZE M❑DEL # QUANTITY LOCATION PIPING C� " ' 3 Incandescent Li ht N❑ NO 623 1 Atum, Baffle w/ Handles 4 16" " g LBS. " t Light I N❑ NO 623 3 Incandescent 2 Alum. Baffle w/ Handles 4 16" 20' g LBS. 1 16" 16" 3 Incandescent Li ht N❑ NO 540 _ _�__ _ - _ - _ _ _ _ _ _ _ _ g 16E0 lop' p 1000 1D0� 100� 3 Atum, Baffle w/ Handles 4 16" 20' LBS 5 16" 20" NO 568 8.30 F 8. 0 8.30 L 8. 0 _ 4 Atum, Baffle w/ Handles 3 Incandescent Light N❑ LBS, E-_o I © ® 2s.o 8.00 n.o 8.0 PERFORATED SUPPLY PLENUM(S) HOOD OPTIONS RISER(S) HOOD ❑PTI❑N 57,0 57.0 -57.0 57.0 H❑i"ID P❑S, LENGTH WIDTH HEIGHT NO, WIDTH LENG, DIA, CFM S.P. 1 BACKSPLASH 84,00" High X 114.00" Long Vertical Pane( 430 SS _ 28.50 1 57.00 -1 28.5B.s0_ �- 57.00 � 28.50 1 Front 114,00" 1 16.00" 1 6,00' 10" 28' 1045 0,144" 10" 28' 1045 0.144' BACK STANDOFF 3' Wide 6A0"Nom.J9` 6.50"0 600'Nam,/9' 6.50"0� 2 Front 114.00' 16.00' 6;00 10" 28" 1045 0,144" 2 BACKSPLASH 84.00' High X 114,00' Long Vertical, Panel 430 SS PLAN VIEW - 9' 6.00' LUNG 5124ND-PSP-F PLAN VIEW - 9' 6,000 LUNG 5124ND-PSP-F 10' 28" 1045 0,144" 3 1 Front 96.00' 1 16.00' 1 6.00" 8' 24' 720 0,120' BACK STANDOFF 3' Wide 8" 24". 720 0.120' 3 BACKSPLASH 84,00' High X 96.00' Long Vertical Panel 430 SS 4 Front 102.00" I6.00" 6.00" 10' 20" 765 0.129" /7/ 10' 20" 765 0.129" BACK STANDOFF 3' Wide 4 BACKSPLASH 84,00' High X 102,00" Long Vertical PaneL 430 SS 3.00 BACK STANDOFF 3". Wide ® 7. 0 ® 7,00 1 itlQ, 0 - 1000 - } 1 17100- ----I U.L. L€sted Incandescent Light U.L, Listed Incandescent Light 5100 Hood #3 Hood #3 Hood #4 EXHAUST RISER © 100W VAPORPROOF NOTE INCANDESCENT LIGHT 16 � 1000 10 00 - - - - - THEHOD MAY BE INSTALLED WITH A 0 INCH CLEARANCE 00 , o $. 0 l IT IS RECOMMENDED NOT TO INSTALL VOLUME DAMPER T0, COMBUSRSLi-MATERIALS [F CONSTRUCTED IN 4NE OF HANGING ANGLE 8. 0 8. 0 8.00 8.00 THE FgI i OWING METHODS: HIGH VELOCITY DIFFUSERS OR HVAC RETURNS WITHIN TEN 10 FEET OF ( ) T2.75- 1 v.o v.o�------= 3" UNINSULATED STANDOFF THE HOOD. PERFORATED DIFFUSERS ARE RECOMMENDED. 3" UNINSULATED STANDOFF _ _ _ 6" 1" INSULATED STANDOFF - - - 48.0 4&00- 51.0 5 L'00- -- 1" INSULATED BACKSPLASH 16" BACK RETURN SUPPLY PLENUM CAPTIVE�-AIRE HOODS ARE IT IS THE RESPONSIBILITY /\\--16" C4" N❑MI1 TABLE 1 BUILT IN COMPLIANCE WITH ❑F THE ARCHITECT/❑WNER T❑ U.L. CLASSIFIED nBAFFLE--TYPE `, -�-------24,0�- 48.00 �4.00-----,�- 25.S�r 51.0 25,5ENSURE THAT THE H❑❑D CLEARANCE REASE FILTERS 23.5% OPEN 8 0,00"Nom./8' 0.50'❑ 8' 6,00'Nosh,/8' 6.50'❑ au��r FROM LIMITED.-C❑MBUSTIBLE STAINLESS STEEL ETL LISTING DESCRIPTION NSF AND AND C❑M BUST IBLE 'MATERIALS PERFORATED PANEL PLAN VIEW - 8' 0,00" LONG 5124ND--PSP-F PLAN VIEW - 8' 6.00" LUNG 5124ND-PSP-F NipA THE CAPTIVE AIRE MODEL No.96 IS IN COMPLIANCE WITH < LOCAL CODE REQUIREMENTS SLOPED GREASE DRAIN ND HAS BEEN E.T.L. NFPA #96 �" WITH REMOVABLE CUP SPECIFICATIONS: ND-PSP MODEL TESTED, LISTED,AND NSF 51` THE MODEL ND IS A WALL CANOPY EXHAUST HOOD. UL 710 & ULC710 STANDARDS 55 APPROVED TO EXHAUST E.T.L. LISTED 3054804--001 4' VENTILATOR SHALL BE COMPENSATING WITH THE ADDITION OF A PERFORATED SUPPLY PLENUM (PSP). SUPPLY AIR SHALL DISCHARGE A MINIMUM OF 200 CFM PER 33' MIN THROUGH PERFORATED PANELS AT THE BOTTOM OF PLENUM. LINEAR FOOT 3/8"-1/2" DIA. ALL THREAD ROD 3/8"-1/2" DIA. HEAVY DUTY NUT 84' HIGH BACKSPLASH 48" MAX .LV 1 CONNECTED TO ROOF JOIST ONE ABOVE AND ONE BELOW THE HOOD COMPONENTS SHALL BE FABRICATED OF TYPE 430 OVER 6O0 DEGREE COOKING THROUGH ANOTHER HANGING HANGING ANGLE STAINLESS STEEL, #3 OR #4 POLISH, ON ALL EXPOSED SURFACES. ANGL E ;CQNSTRUCTI❑N SHALL BE IN ACCORDANCE WITH NF'PA 96. EQUIPMENT THE HOOD SHALL BE PROVIDED WITH HANGING ANGLES ON EACH 78" TYP, END OF THE HOOD. AN ADDITIONAL SET OF HANGING ANGLES 1. ALL ELECTRICAL "FIELD" CONNECTIONS AND RELATED WILL BE PR❑VIDED FOR HOODS GREATER THAN 12' IN LENGTH, INTERCONNECTIONS BY ELECTRICAL CONTRACTORS. cU 2. ALL PLUMBING "FIELD" CONNECTIONS AND RELATED W INTERCONNECTIONS BY PLUMBING CONTRACTORS. ' THE HOOD SHALL BE FITTED WITH U.L. CLASSIFIED ALUMINUM 3.. ALL ASSOCIATED HANGER MATERIALS BY INSTALLING BAFFLE FILTERS WITH HANDLES, EACH FILTER SHALL BE EASILY CONTRACTORS. STEEL HANGING ANGLE REMOVABLE FOR CLEANING, THE FILTERS WILL DRAIN THE GREASE 4, 8" LONG FACTORY LOCATED AND WELDED HANGER BRACKETS AS SHOWN ON PLANS. EQUIPMENT INTO A SLOPED GREASE DRAIN SYSTEM WITH REMOVABLE 1/2 PINT 5. ALL CONNECTIONS FROM CAPTIVE-AIRE DUCT PER THE PLANS BY MECHANICAL CONTRACTORS. BY OTHERS CUP FOR EASY CLEANING. 6. ALL LIGHTS SHOWN INSTALLED BY CAPTIVE-AIRE, *ROD AND NUTS TO BE SUPPLIED BY INSTALLING CONTRACTOR HOOD LIGHTS SHALL BE U.L. LISTED AND NSF LISTED FOR ARE FACTORY PREWIRED PER THE PLANS. HANGING ANGLE IS PRE-PUNCHED AT FACTORY INTERCONNECTIONS BETWEEN HOODS AND TO SWITCHES USE IN COMMERCIAL COOKING HOODS, EACH FIXTURE WILL BY ELECTRICAL CONTRACTOR. HANGING ANGLE DETAIL ACC❑M❑DATE A 100 WATT INCANDESCENT BULB, 7. LAMPS FOR LIGHT FIXTURES BY INSTALLING CONTRACTORS. 8. SEISMIC RES1WNTS ARE RESPONSIBILITY OF EXHAUST CFM=LENGTH OF HOOD X CFMJLIN.FT. (LOAD) HOOD DIMENSIONS SHALL BE AS SHOWN ON DRAWINGS, INSTALLING CONTRACTOR. SUPPLY CFM=EXHAUST CFM X PERCENTAGE REQUIRED CUSTOMER APPROVAL T O M A N U F A C T U R E 9. tNSTALLNG CONTRACTORS ASSUME ALL RELATED CFM REPONSIBILITY FOR VERIFICATION OF DIMENSIONAL TOTAL DUCT AREA=144 X DATA CONTAINED ON THESE DOCUMENTS FOR FMP(") Approved as Noted ❑ ACCURACY, INTEGRATION, AND ADMINISTRATION OF JOB Oyster Harbors N D-P S P CODE REQUIREMENTS IN EFFECT PRIOR TO ANY TOTAL DUCT AREA Approved With NO Exception Taken LOCATION Ustervi�le MA RELEASE FOR PRODUCTION OF EQUIPMENT SHOWN. DUCT LENGTH= ❑ +� -- 10. SIGNED AND "APPROVED" COPIES OF THIS DOCUMENT DUCT DEPTH Revise and Resubmit ❑ � *■.. ... � �� . W.•M, - y- DATE 12/12/2 005 JOB # 0 MUST BE RECEIVED BY THE FACTORY PRIOR TO tVELOCITY 00S VENTILATOR DUCT SIZES ARE CALCULATED USING AN EXHAUST SECTION VIEW - MODEL 5124-ND with PSP ACCessor COMMENCEMENT OF FABRICATION. �� .... `�� VELOCITY OG 1600-1800 FPM AND A SUPPLY VELOCITY OF 1000 FMP, SIGNATURE D �� +�� ......� DWG DRAWN BY LAS 11. NOMINAL HOOD DIMENSIONS AS SHOWN ON DRAWINGS. PLEASE CONSULT FACTORY FOR MAXIMUM ALLOWABLE DUCT SIZES GENERAL NOTES OALCULATIONS UTILIZED Your Title Date REV. 1,00 SCALE 3 4" - � _ I aLQwI o OG3 � 0 ; LU13 no CM 037 [ERVOL M & M --V Ar Zee VWP DRA Wl !"V16 INDEX ROTES General Notes Kol 01 Foodservide Equipment Schedule K. 102 ' Foodservice: Mechanical Schedules Kn201 Foodservice Equipment Plan -� Kn301 E '-�` ctricieal Connections Plan jham @suffo1kco I �m Kw401 Plumbing C O' nnections Plan i James L.Ham Kn501 Special Conditions Plan Director ofField Operations Km601 Elevations & Details 65 Merton Street Boston,MA 02119 non TRIMARK REVIEW BOX D lie lb �v 9 Faoosz6;nce PLAN HAS BEEN REVIEWED AND is ar�ead�o ❑as suohineo Foodservice & � °"` """° ❑REsUar - ❑as ,UHnIr,Eo Interior Design n�`" azNOTED j SOS Collins Street 6.A�1 � e, � o �.,, .,�, ❑aEsuenir i South Attleboro, MA 02703 C� SUBMITTED South xcc Phone: 800-556-7338 � GRFsUB"" Fax: .508-761-3600 �e uno��(� ��'� ENGINEER, - Ces wenirrED www. tiimarkusa. com fOodse.rvi.ce Des ign, Equipment and Supplies. AS NOTED I I I fir III TdMaik United !' Foodservice Design, Equipment and Supplies. i FI oodservice & nterior Design GENERAL NOTES VENTILATION NOTES South Collins street So h Attleboro , MA 02703 I> THESE DRAWINGS ARE INTENDED TO BE USED IN COORDINATION W1TH 12> ALL ELECTRICAL CONNECTIONS FOR EQUIPMENT LOCATED UNDER EXHAUST 14> GAS MAIN TO BE PROVIDED WITH A READILY ACCESSIBLE MANUAL SHUT-OFF I> WATER t GREASE-PROOF EXHAUST DUCTS FROM VENT CONNECTIONS OF Phone: 8 0 0- 5 5 6-7 3 3 8 ARCHITECTURAL � ENGINEERING DRAWINGS AS AN AID TO ALL CONTRACTORS HOOD TO BE WIRED TO SHUNT-TRIP BREAKERS IN PANEL BY ELECTRICAL VALVE, BY PLUMBING CONTRACTOR. A LOOPED GAS SERVICE IS RECOMMENDED EXHAUST HOODS CONDENSATE HOODS, AND DISHMACNINES BY Fax: 5 0 8 - 7 61 -3 6 02 INVOLVED WITH THE FOODSERVICE EQUIPMENT PACKAGE. TRIMARK CONTRACTOR. TH15 POWER WILL BE CUT UPON DISCHARGE OF FIRE TO PROVIDE BALANCED FUEL DISTRIBUTION. SIZE OF GAS MAIN TO BE MECHANICAL CONTRACTOR. w w w. tr i m a r k u s a , c o m j UNITED EAST 15 NOT RESPONSIBLE FOR CHANGES NECESSITATED SUPRESSION SYSTEM, ADDITIONALLY ALL POWER TO SUPPLY AIR FANS DETERMINED BY ARCHITECT/ENGINEER. REFER TO DRAWING SET FOR BY BUILDING CODES, LOCAL OR STATE HEALTH REGULATIONS, SHALL BE CUT. EXHAUST FANS TO REMAIN ON, BTU/HOUR REQUIREMENTS. 2> EXHAUST FOOD, CONDENSATE HOOD AND DISHMACHINE CFM REQUIREMENTS, rheseDrawingsare ,esole property Q xriz,far#�i tea-East LOCAL ORDINANCES, OR STRUCTURAL CONDITIONS, DUCT SIZES AND ALL OTHER VENTILATION SPECIFICATIONS TO BE and are not to be used in whole or in partwithout - 13> POWER $ CONTROL WIRING BETWEEN EVAPORATOR COIL DEFROST, 15) FIRE SUPRESSION SYSTEM MUST BE PROVIDED WITH MANUAL RESET BUTTON AND CONFIRMED BY ARCHITECT/ENGINEER. the expressed written consent ofrrillNrark/Unitea-East. 2) INDICATED ELECTRICAL, PLUMBING $ MECHANICAL CONNECTIONS HAVE TIME CLOCK, TEMPERATURE CONTROL DEVICE AND CONDENSING INTERCONNECTED TO A GAS SOLENOID SHUT-OFF. VALVE. SPECIFICATIONS AND Q BEEN LOCATED AS ACCURATELY AS POSSIBLE, AND ARE INTENDED TO UNIT BY ELECTRICAL CONTRACTOR. REFER TO ROUGH-IN PLAN DETAILS TO BE FURNISHED BY THE KITCHEN EQUIPMENT CONTRACTOR UNLESS 3> ALL LABOR t MATERIALS REQURIED FOR THE EXHAUST AND/OR SUPPLY Owner and all Contractors to check and verify existing air,ensions SUIT REQUIREMENTS OF EQUIPMENT ~I FIXTURES TO BE SUPPLIED. f MANUFACTURER'S DETAIL DRAWING TO VERIFY ALL INFORMATION. OTHERWISE NOTED. 1 AIR HANDLING SYSTEMS INCLUDING DUCTWORK AND FANS ARE TO BE and eaditionsin the Field before starting construction and to ! notify Tril%lark/United-East of any material or detail changes. PROVIDED BY THE MECHANICAL CONTRACTOR; UNLESS OTHERWISE NOTED. 3) CONNECTED LOADS t CONSUMPTION SHOWN ON UTILITY SCHEDULE 14> DRAIN LINE FROM FREEZER EVAPORATOR COIL TO BE WRAPPED WITH 16> GAS SOLENOID SHUT-OFF VALVE (ELECTRICAL OR MECHANICAL) FOR USE WITH ARE PER EACH UNIT. MULTIPLY BY NUMBER IN QUANTITY COLUMN OF HEATER CABLE, TAPED, AND INSULATED TO PREVENT FREEZING OF THE FIRE SUPRESSION SYSTEM, TO BE PROVIDED BY KITCHEN EQUIPMENT 4> THE FOLLOWING MINIMUM GENERAL VENJTILATION REQUIREMENTS EQUIPMENT SCHEDULE TO DETERMINE TOTAL REQUIREMENTS. CONDENSATE IN LINE, CONTRACTOR UNLESS OTHERWISE E NOTED. ARE K RECOMMEND , D.PREPARATION POTNIASHING $ DISHWASHING AREAS: OYSTER . 4> CONSUMPTION RATES LISTED ON EQUIPMENT SCHEDULE ARE MAXIMUM 15> VAPOR PROOF LIGHT FIXTURES FOR WALK-IN BOXES ARE SNIPPED LOOSE 17> PLUMBING CONTRACTOR 15 TO PROVIDE DISPOSER DRAIN LINES WITH 45-60 AIR CHANGES PER HOUR HARBORS RATES ONLY. ACTUAL CONSUMPTION WILL DEPEND UPON TOTAL HOURS BY TRI MARK\UN ITED-EAST, FOR FIELD INSTALLATION t WIRING AS ADEQUATE FITTINGS. EQUIPMENT ITEM 15 IN OPERATION, REQUIRED 8Y ELECTRICAL CONTRACTOR. B) STORAGE AREAS: 2-3 CHANGES PER DOUR, 70 DEGREES CLUB 18> INTERPIPING BETWEEN DISPOSER SOLENOID VALVE, DISPOSER, TROUGH, FARENNEIT MAXIMUM AMBIENT ;,TEMPERATURE 5> PRIOR TO THE INSTALLATION OF THE FOODSERVICE EQUIPMENT PACKAGE 16> POWER $ CONTROL PANEL WIRING BETWEEN THE VENTILATORS, AND/OR SINK INLETS BY PLUMBING CONTRACTOR. SEE ROUGH-INosterville, MA THE GENERAL CONTRACTOR IS TO PROVIDE, PERFORM, AND/OR VERIFY VENTILATOR CONTROL PANELS, MAGNETIC FAN STARTERS, SHUNT-TRIP PLANS t MANUFACTURER'S SPECIFICATIONS FOR ADDITIONAL INFORMATION. C) OFFICE AREAS: 3--4 CHANGES PER HOUR THE FOLLOWING: (1) LIGHTING FIXTURES ARE HUNG $ WIRED (2) CEILING BREAKERS, AND/OR CONTACTORS, REMOTE FRIRE PULL STATION, DETERGENT IS INSTALLED t PAINTED IF REQUIRED (3) WALLS FINISHED PER DISPENSING SYSTEM, FENWALL DETECTORS AND OTHER ANCILLARY D) AIR-COOLED REFRIGERATION CONDENSING UNITS: SPECIFICATIONS OF ARCHITECT AND/OR INTERIOR DESIGNER (4) TILE COMPONENTS BY ELECTRICAL CONTRACTOR, REFER TO ROUGH-IN PLAN SPECIAL CONDITION NOTES 1000 CFM/HORSEPOWER PER EXHAUST f SUPPLY FLOORS WASHED WITH MURIATIC ACID t SWEPT CLEAN (5) ELECTRICAL MANUFACTURER'S DETAIL DRAWINGS TO VERIFY ALL INFORMATION. qo DEGREES FARENNEIT MAXIMUM AMBIENT TEMPERATURE WIRING IS PULLED THROUGH JUNCTION BOXES (6) ALL WATER, GAS, t I> ALL DIMENSIONS SHOWN .ARE FROM FINISHED WALLS FLOORS CEILING STEAM-PRESSURE LINES ARE TESTED, FLUSHED FREE OF FOREIGN 17> REMOTE FIRE CABLE PULL BOX FOR FIRE SUPRESSION SYSTEM To BE AND/DR FROM CENTERLINES OF STRUCTURAL COLUMNS. DIMENSIONS E) WATER-COOLED REFRIGERATION CONDENSING UNITS: MATTER, $ VALVED OFF (7) LOADING DOCK 15 AVAILABLE t ACCESSIBLE. A RECESS MOUNTED OCTAGONAL JUNCTION BOX WITH SCREW DOLES AT 2 ARE TO BE VERIFIED BY GENERAL CONTRACTOR AND ALL RESPECTIVE 200 CFM/HORSEPOWER PER EXHAUST $ SUPPLY I S S 11 e S . AND IO O'CLOCK POSITIONS WITH I/2" EMT CONDUIT OUT OF TOP, TRADES UTILIZING THESE PLANS qO DEGREES FARENNEIT MAXIMUM AMBIENT TEMPERATURE 6) THIS DRAWING SET IS AS ACCURATE AS CAN BE DETERMINED AT THIS DATE. CONCEALED IN WALL TO 6" ABOVE FINISHED CEILING. ISSUE DATE DESCRIPT#ON OF ISSUE BY ALL DIMENSIONS ARE FROM FINISHED FLOORS, COLUMNS $ WALLS, 2> ALL DIMENSIONS ARE CLEAR "FINISH TO FINISH" UNLESS NOTED, 5> ALL AREAS MUST BE VENTILATED AS REQUIRED BY APPLICABLE A 12D T5 FINAL MECHANICAL SET BY UNLESS NOTED OTHERWISE, TRI MARK\UN I TED-EAST WILL NOT BE HELD 18> MICRO--SWITCHES FOR FIRE SUPRESSION SYSTEM TO BE WIRED TO GOVERNING CODES 4 ORDINANCES, JRD RESPONSIBLE FOR ANY DISCREPANCIES BETWEEN DIMENSIONS SHOWN, CONTROL PANEL, OR CIRCUIT SERVING FOODSERVICE EQUIPMENT BENEATH AND ACTUAL FINISHED DIMENSIONS. 3> .REFER TO. ARCHITECTURAL/ENGINEERING DRAWINGS FOR ACTUAL . VENTILATORS. FIRE SUPRE55ION SYSTEM TO BE -SPECIFIED BY CONSTRUCTION DIMENSIONS $ DETAILS LOCATION THCIKNESS AND 6> VENTILATION CFM STATIC PRESSURE AND DUCT SIZES SHOWN ARCHITECT/ENGINEER. FINISHES OF PARTITION WALLS, FURRING, DOOR SIZES, AND ARE THE MANUFACTURER'S MINIMUM REQUIREMENTS. 7> TRIMARK\UNITED-EAST WILL NOT BE HELD RESPONSIBILE FOR WORK LOCATIONS NOT ON THE SPECIAL CONDITIONS PLAN. COMPLETED BY OTHER CONTRACTORS, OR CHANGES NECESSARY FOR Iq> POWER t CONTROL WIRING BETWEEN DISPOSER t DISPOSER COMPONENTS COMPLIANCE WITH LOCAL ORDINANCES, BUILDING f HEALTH CODES, BY ELECTRICAL CONTRACTOR. REFER TO ROUGH-IN PLAN t SPECIFICATION 4> DEPRESSIONS FOR WALK-IN REFRIGERATORS, AND/OR FLOOR TROUGHS OR SUBSTIUTIONS/AND OR CHANGES IN EQUIPMENT AS DETAILED MANUALS FOR ADDITIONAL INFORMATION. ARE TO BE SMOOTH AND TRANSIT LEVEL. REFER TO DRAWING SET FOR WITHIN THIS DRAWING SET. ADDITIONAL INFORMATION. 20) LOW--VOLTAGE WIRING IN 3/4" EMT CONDUIT BETWEEN DISHMACHINE t B> ALLOWANCES MUST BE MADE FOR PLUMBING TRAPS $ VALVES, ELECTRICAL DETERGENT DISPENSERS BY ELECTRICAL CONTRACTOR, 5> BACKING MATERIALS SUITABLE FOR WALL-MOUNTED EQUIPMENT TO BE SWITCHES, WIRING, JUNCTION t RECEPTACLE BOXES, AND ANY OTHER PROVIDED BY ARCHITECTURAL TRADES, OR AS NOTED WITHIN DRAWING SET. CONNECTION REQUIREMENT. IT is NOT WITHIN THE AUTHORITY OF SHOULD KORIGINp E OR RUN.DICTATE WHERE ROUGH-IN CONNECTIONS PLUMBING NOTES 6> TRIMARK\UNITED-EAST TO PROVIDE WALK-IN REFRIGERATOR UNIT, MOUNT EVAPORATOR COILS RUN REFRIGERATION LINES AND PERFORM SYSTEM > NO ROUGH-IN CONNECTIONS SHOULD BE ATTEMPTED UNLESS THE CONTRACTOR 1) ALL DIMENSIONS SHOWN ARE FROM FINISHED WALLS, FLOORS, CEILING START-UP, PRIOR f0 OPENING OF FACILITY, UNLESS OTHERWISE NOTED. AND/OR FROM CENTERLINES OF STRUCTURAL COLUMNS. DIMENSIONS PERFORMING THE WORK IS IN POSSESSION OF THE FINAL DRAWING SET, ARE TO BE VERIFIED BY GENERAL CONTRACTOR AND ALL RESPECTIVE 7> FLOOR, WALL, AND/OR ROOF SLEEVES TO BE PROVIDED BY PLUMBING t . SHOP DRAWINGS, AND SPECIFICATION SHEETS, FOR EVERY ITEM OF EQUIPMENT TRADES UTILIZING THESE PLANS. ELECTRICAL CONTRACTORS AS NEEDED. SHOWN, AND FULLY UNDERSTANDS THE. REQUIREMENTS FOR EACH R e V i s i p 2> ALL- DIMENSIONS ARE CLEAR "FINISH TO FINISH" UNLESS NOTED. 8> ALL QUARRY TILE FLOORS ARE TO BE ACID-WASHED AND THOROUGHLY ISSUE DATE DESCRIPTION OF REV15ION BY 10 INDICATED ELECTRICAL, PLUMBING, AND MECHANICAL CONNECTIONS HAVE BEEN RINSED PRIOR TO THE INSTALLATION OF FOODSERVICE EQUIPMENT LOCATED AS ACCURATELY AS POSSIBLE, AND ARE INTENDED TO SUIT 3> PLUMBING CONNECTIONS SHOWN ON THIS DRAWING SET, ARE FOR PACKAGE. REQUIREMENTS OF EQUIPMENT $ FIXTURES TO BE SUPPLIED. FOODSERVICE EQUIPMENT ONLY, AS PROVIDED BY TRIMARK\UNITED-EAST, 3 ANY ADDITIONAL PLUMBING UTILITES WHICH MAY BE REQUIRED, ARE 4 11) ALL ROUGH-IN CONNECTIONS SHOWN UNDER EQUIPMENT SHOULD NOT TO BE DETERMINED BY THE ARCHITECT/ENGINEER. EXTEND MORE THAN 5` ABOVE FINISHED FLOOR, UNLESS NOTED. 5 I 4> FINAL CONNECTIONS TO EQUIPMENT f INTERCONNECTIONS BETWEEN 6 EQUIPMENT COMPONENTS ARE TO BE MADE BY PLUMBING CONTRACTOR. ELECTRICAL. NOTES � 5> ALL PLUMBING MATERIALS INCLUDING PIPING, TRAPS, STOPS, VALVES, 8 D ALL DIMENSIONG SHOWN ARE FROM FINISHED WALLS, FLOORS, CEILING FITTINGS, SHUT-or-m WATER HAMMERING X1:I;I DTor;J, I TT50UrC AND/OR FROM CENTERLINES OF STRUCTURAL COLUMNS. DIMENSIONS REDUCING VALVES, GAUGES, UNIONS, AND INSULATION ARE TO BE ARE TO BE VERIFIED BY GENERAL CONTRACTOR AND ALL RESPECTIVE PROVIDED BY THE PLUMBING CONTRACTOR. TRADES UTILIZING THESE PLANS. r 6> ALL PLUMBING LABOR, INCLUDING FINAL CONNECTIONS FROM EQUIPMENT TO 2> ALL DIMENSIONS ARE CLEAR FINISH TO FINISH UNLESS NOTED, ROUGH-IN POINT, AS DETAILED IN THIS DRAWING SET, 15 TO BE PROVIDED BY PLUMBING CONTRACTOR. � � 3) ELECTRICAL CONNECTIONS SHOWN ON THIS DRAWING SET, ARE FOR p p r o V, a s FOODSERVICE EQUIPMINT ONLY AS PROVIDED BY TRIMARK\UNITED-EAST. 7> PLUMBING CONNECTIONS ARE TO BE CONCEALED AND STUBBED--OUT OF ANY ADDITIONAL... ELECTRICAL I�TILITES WHICH MAY BE REQUIRED ARE WALLS FLOORS AND CEILINGS AS NOTED WITHIN THIS DRAWING SET. FOODSERVICE LAYOUT IS APPROVED: TO'BE DETERMINED BY THE ARCHITECT/ENGINEER. DO NOT STUB FROM FLOOR AND/OR RUN EXPOSED ALONG FACE OF FLOOR/AND OR WALLS. [:]AS SUBMITTED 4) FINAL CONNECTIONS TO EQUIPMENT $ INTERCONNECTIONS BETWEEN ❑AS NOTED EQUIPMENT COMPONENTS ARE TO BE MADE BY ELECTRICAL CONTRACTOR. 8) PLUMBING COMPONENTS INCLUDING VALVES, TRAPS, SHUT-OFFS, GAUGES,FABRICATED EQUIPMENT WHICH REQURIES ELECTRICAL SERVICE, 15 GENERALLY AND CONNECTIONS SHALL NOT INTERFERE WITH OPERATIONS OF ❑RESUBMIT PRE-WIRED TO A .FUNCTION BOX OR TERMINAL PANEL, READY FOR FOODSERVICE EQUIPMENT. FINAL CONNECTIONS BY ELECTRICAL CONTRACTOR. arcxs su +ruRE: oars: q> WATER PRESSURE IN EQUIPMENT AREAS SHOULD NOT EXCEED 50 PSI, IN 5> ALL ELECTRICAL MATERIALS INCLUDING WIRE, CONDUIT, MAIN SWITCHES, BOTH THE NOT t COLD WATER SUPPLY LINES. WATER PRESSURE To THE 51 DATE: SAFETY CUT-OFFS, FUSE BOXES, BREAKERS, DISCONNECT SWITCHES, DISHMACHINES t BOOSTER HEATERS SHOULD NOT EXCEED 25 PSI. PRESSURE CONTROLS, AND ETC. ARE TO BE PROVIDED BY ELECTRICAL CONTRACTOR. REDUICING VALVES MUST MEET EQUIPMENT MANUFACTURER'S FLOWRATE RECOMMENDATIONS. 0 ALL ELECTRICAL LABOR INCLUDING FINAL CONNECTIONS FROM EQUIPMENT TO General Notes li ROUGH-IN POINT, AS DETAILED !N THIS DRAWING SET, 15 TO BE PROVIDED 10> ALL PLUMBING LINES ARE TO BE FLUSHED FREE OF FOREIGN MATTER BY ELECTRICAL CONTRACTOR. AND LINE STRAINERS CLEANED PRIOR TO ASSEMBLY OF FINAL A UTILITY CONNECTIONS. THESE PLANS ARE PREPARED FOR THE CONVENIENCE OF OTHERS 7> ELECTRICAL CONNECTIONS ARE TO BE CONCEALED AND STUBBED-OUT OF To LOCATE MECHANICAL POINTS OF CONNECTIONS FOR THi5 DRAWING SET, ID GREASE TRAPS ARE TO BE RECESS MOUNTED FLUSH WITH THE TOP FOODSERVICE EQUIPMENT. THEY ARE AS ACCURATE AS CAN BE WALLS FLOORS AND CEILINGS AS NOTED WITHIN DETERMINED AT TH15 DATE. D15CREPANCIF5 MAY DEVELOP DO NOT STUB FROM FLOOR AND/OR RUN EXPOSED ALONG FACE OF 'OF FINISHED FLOOR SURFACE. GREASE TRAPS ARE NOT TO BE LOCATED BETWEEN DIMENSIONS SHOWN FIN15HED DIMENSIONS, AND UTILITY CONNECTION/ROUGH-(N INFORMATION. FLOOR/AND OR. WALLS, BENEATH ANY FOODSERVICE EQUIPMENT ITEM, AND REMOVAL OF GREASE TRAP COVER SMALL NOT INTERFERE WITH OPERATIONS of FOODSERVICE B 8> ELECTRICAL COMPONENTS INCLUDING MAIN SWITCHES, FUSE BOXES, EQUIPMENT ITEMS. TRIMARK/UN#TED-EAST 15 NOT RESPONSIBLE FOR ANY TERMINAL PANELS DISCONNECT SWITCHES CONDUIT AND CONNECTIONS UTILITY REQUIREMENTS REGARDING EXISTING EQUIPMENT ! ` CONBTRACTOR AND E 15 LECTRICAL$PLUM13INGt OVAC�COGNTRAACCTORS SHALL NOT INTERFERE WITH OPERATION OF FOODSERVICE EQUIPMENT. 12> HOT WATER TEMPERATURE TO BOOSTER NEATER MUST BE 140 DEGREES TO VERIFY 4 COORDINATE ALL SERVICE REQUIREMENTS WITH FARENNEIT, MINIMUM. INSULATED 180 DEGREES FARENNEIT HOT WATER OWNER TO ENSURE PROPER CONNECTIONS. q) AMPERAGES INDICATED ARE TOTAL FOR EACH EQUIPMENT UNIT, AND NOT IN LINE FROM BOOSTER HEATER TO DISHMACHINE, AND WATER HAMMER ADDITION TO ANY HORSEPOWER/AND OR KILOWATT RATINGS SHOWN. ARRESTOR (A5SE 1010 STD) AT CONNECTION TO DISHMACHINE PROVIDED TR#MARK/UNITED-EAST 15 NOT RESPONSIBLE FOR ANY BY PLUMBING CONTRACTOR. UTILITY REQUIREMENTS REGARDING EQUIPMENT NOT IN 7 IOU KITCHEN EQUIPMENT CONTRACT. IT 15 THE RE5P0*151L1 OF NEMA NUMBERS INDICATE CAP CONFIGURATION TO BE PROVIDED FOR EQUIPMENT. THE GENERAL CONTRACTOR AND ELECTRICAL, PLUMBING HVAC ALL DIRECT CONNECTIONS TO BE PROVIDED BY ELECTRICAL CONTRACTOR. 13) DRAIN LINES FROM EVAPORATOR COILS (QUICK--FALL TYPE), ARE TO BE CONTRACTORS TO VERIFY t COORDINATE ALL SERVICE I TRAPPED OUTSIDE REFRIGERATED .AREA $ EXTENDED OVER BUILDING DRAIN. REQUIREMENTS W1114 OWNER. TO ENSURE PROPER CONNECTIONS, II> MOTORS EXCEEEDING I HORSEPOWER, OR HEATING. ELEMENTS OF 5 KILOWATTS OR MORE ARE GENERALLY TO BE CONNECTED TO 3-PHA5E ELECTRICAL SERVICE, ALL,. ELECTRICAL PLUMBING AND MECHANICAL UTILITY AND ARE TO BE PROVIDED WITP OVERLOAD PROTECTION AS SPECIFIED REQUIREMENT INNORMATION'LISTED ON THE FOOD5ERVICE PLANS, BY ARCHITECT/ENGINEER. PROP055AL SECT DGBT BASED WNERR//AND FINAL EQUIPMENT I FOODSERVICE EQUIPMENT I, PLAN General Notes i FILE NAME: PRELIM- 1 QUOTE # I PROJECT #: 05-250 A B B R E V I A 'T 10 N S KEY DRAWN BY: J.R.DESROCHERS HW HOT WATER V VOLTS CENTER LINE CW COLD WATER HID HORSEPOWER DFA DROP FROM ABOVE CONTRACT REP: A.GOLDBERG I W DIRECT WASTE KW KILOWATT 5 STEAM INLET PRINT DATE.: 12/21/05 IW INDIRECT WASTE AMP AMPERAGE R STEAM RETURN FD FLOOR DRAIN 5R SINGLE RECEPTACLE CFM CUBIC FEET/MINUTE PRINT SCALE: 1/4"=1 FFD FUNNEL FLOOR DRAIN DR DUPLEX RECEPTACLE COL COLUMN FS FLOOR SINK PH PHA5E JB JUNCTION BOX SKEET NUMBER: G GAS AFF ABOVE FINISHED FLOOR CP CORD t PLUG BTU BRITISH THERMAL UNIT BFF BELOW FINISHED FLOOR BTC BRANCH TO CONFECTION Notes _T I i f k _ _ F 00DD SE RV 10 E EQ U � P M ENT S C HE D U L E � United ITEM _QTY DESCRIPTION ELECTRICAL WATER WASTE GAS MANUFACTURER MODEL REMARKS/ACCESSORIES FOQCSBxV1Ce Design, Equipment and Supplies. k F- �- � CL aa � � a o W N �- _ Q _ Foodservice & 1 2 REACH-IN REFRIGERATOR 5.5 14 120 1 X VICTORY RS---1D-S7 SELF CONTAINED UNIT W DOOR HINGED LEFT 2 2 PROOFER/HEATER CABINET 1R7 20 • 120 1 X WINSTON HA4022-HL-3 *NEMA 5-20 ELECTRICAL CONNECTION Interior Desi n 3 1 ONE COMPARTMENT PREP SINK 2" FABRICATE CUSTOM ALL S/S, 24" X 30" X 16" DEEP W/ NO DRAINBOARDS, & (1 FRANKLIN 100-1035 LEVER WASTE 3-A 1 SPLASH MOUNT FAUCET 11T 1 " T & S BRASS B-0290 *NOTE: TO BE FIELD MOUNTED TO ITEM 3 505 Collins Street 4 1 60 QT. FLOOR MIXER 1Q0 - 2-3/4 208 3 X HOBART CORP. HL-600 UNIT TO BE PROVIDED W STANDARD ACCESORY PACKAGE 5 1 BAKER'S TABLE FABRICATE CUSTOM ALL S/S, 30" X .5'-6" LONG W/ BACK & SIDE SPLASHES, (1) UTILITY DRAWER, FULL UNDERSHELF, & 1-3/4" THICK MAPLE WOOD TOP *NOTE: REFER TO FABRICATION DRAWINGS FOR EXACT DETAILS & SPECIFICATIONS) South Attleboro , MA 02703 6 1 WORK TABLE ADVANCE TABCO VKS-306 ALL S/S, 30" X 72" LONG W/ FULL UNDERSHELF, NO-DRIP EDGE, BACKSPLASH, & (1) UTILITY DRAWER Phone: 8 0 0-S S 6-7 3 3 8 6-A 1 WORK TABLE W PREP SINK 2" ADVANCE TABCO VKS--306 ALL S/S. 30" X 72" LONG iN PARTIAL UNDERSHELF, NO-DRIP EDGE, BACKSPLASH, 1 UTILITY DRAWER, 1 20" X 15" X 5" DEEP SINK COMPARTMENT & 1 FRANKLIN 100-1035 LEVER WASTE Fax: 5 0 8 -7 61 -3 6 0 2 6-B 1 DECK MOUNT FAUCET 112" o" T & S BRASS 8-0293 *NOTE: TO BE FIELD MOUNTED TO ITEM #6A www. trimarkusa . com 6-C 1 WORK TABLE ADVANCE TABCO VKS-306 ALL S/S, 30" X 72" LONG W FULL UNDERSHELF, NO-DRIP EDGE, BACKSPLASH, & 1 UTILITY DRAWER 6-D 6 WALL SHELF ADVANCE TABCO WS-15-72 ALL S/S, 15" X 72" LONG (*NOTE: G.C. TO PROVIDE WALL BLOCKING 7 i HAND SfNK 1/7, 1/1 1-1/2" ADVANCE.TABCO 7-PS-80 W/ FAUCET & DRAIN, & SOAP & TOWEL DISPENSER (*NOTE: TOP OF RIM TO B£ MOUNTED 34" A.F.F. (*NOTE: G.G. TO PROVIDE WALL BLOCKING) These Drawings are the sole property ofTriMark/United-East and are not to be used in whole or in part without $ - SPARE NUMBER -SPARE NUMBER- - the expressed written consent of Tris'Niark/United-East. 9 1 REACH-IN REFRIGERATOR 1QM 14 115 1 X VICTORY RS-2D-S7 SELF CONTAINED UNIT W/ FULL HEIGHT DOORS a 10 1 REACH-IN FREEZER 120 1/2 120 1 X VICTORY FS-2D-S7 SELF CONTAINED UNIT W FULL HEIGHT DOORS Owner and all Contractors to check and verify existing dimensions 11 1 FOOD SLICER 3.0 1 12D 1 X HOBART CORP. 2712-1 W/ STANDARD ACCESSORIES I and conditions in the field before starring;construction and to 12 1 MOBILE EQUIPMENT STAND LAKESIDE 718 notify TriNlark/United-East of any material or detail changes, # 13 1 FOOD CUTTER --NOT IN CONTRACT- - VERIFY UTILITY REQUIREMENTS 14 1 MOBILE EQUIPMENT STAND -NOT IN CONTRACT- 15 - SPARE NUMBER -- -SPARE NUMBER- - Oyster 16 - - SPARE NUMBER - -SPARE NUMBER- ( ) 17 2 POT FILLER FAUCET 1/i T & S BRASS B-0605 *NOTE: G.C. TO PROVIDE WALL BLOCKING 18 1 COMBINATION-OVEN/STEAMER 15.0 12D 1 X 4" T 3/4° 115 BLODGETT CO. BC-14G UNIT TO BE PROVIDED W FILTERED WATER CONNECTION KIT & FLOOR STAND W/ RACK SUPPORTS Harbors 18-A 1 GAS QUICK DISCONNECT KIT DORMONT MFG. 1675KITCF-36" UNIT TO PROVIDE SERVICE TO ITEM #18 19 1 60 GALLON GAS KETTLE 150 120 1 X 1" 130 BLODGETT CO. KLS-60G UNIT TO BE PROVIDED W SINGLE PANTRY FAUCET - �� 19-A 1 GAS QUICK DISCONNECT KIT DORMONT MFG, 161OOKITCF-36" UNIT TO PROVIDE SERVICE TO ITEM #19 �W j 20 1 8 BURNER RANGE 4.8 120 1 X 1" 282 BLODGETT CO. 848A-BBBS UNIT TO BE PROVIDED W/ FRONT GAS MANIFOLD & 7" FRONT RAIL "BELLY" BAR 20-A 1 GAS QUICK DISCONNECT KIT _ DORMONT MFG. 161OOKITCF-36" UNIT TO PROVIDE SERVICE TO ITEM 20 osterville MA I 21 1 FLOOR TROUGH 3" FABRICATE CUSTOM 18" X 48" LONG W/ S S GRATING 22 1 4 BURNER RANGE 1.0 1/3 120 1 X 1" 202 BLODGETT CO. B36A-XX UNIT TO BE PROVIDED W/ FRONT GAS MANIFOLD, CONVECTION OVEN BASE, & ;7" FRONT RAIL "BELLY" BAR 22-A 1 GAS QUICK DISCONNECT KIT DORMONT MFG. 16100KITCF-•••36" UNIT TO PROVIDE SERVICE TO ITEM 22 23 1 EXHAUST HOOD a33 (14 120 1 X CAPTIVE AIRE CUSTOM ALL S/S, 16'--6" LONG X 54" DEEP X 24" HIGH W/ 3" REAR AIR SPACE, (4 100 WATT LIGHT FIXTURES, FILTERS, & TOP ENCLOSURE PANELS *NOTE: REFER TO SHOP DRAWING FOR EXACT DETAILS & SPECIFICATIONS) j 23-A 1 EXHAUST FAN CAPTIVE AIRE CUSTOM *NOTE: REFER TO SHOP DRAWINGS FOR EXACT DETAILS & SPECIFICATIONS * 23-8 1 DUCTWORK -NOT IN CONTRACT- - *NOTE: VERIFY UTILITY REQUIREMENTS 24 LOTS/S WALL PANELS - FABRICATE CUSTOM ALL S/S, 16'-6" LONG X 6'-6" HIGH *NOTE: REFER TO FABRICATION DRAWINGS FOR EXACT DETAILS & SPECIFICATIONS 25 1 EXHAUST HOOD 4.16 05 120 1 X CAPTIVE AIRE CUSTOM ALL S/S, 19'-0" LONG X 54" DEEP X 24" HIGH W/ 3" REAR AIR SPACE, (5 100 WATT LIGHT FIXTURES, FILTERS, & TOP ENCLOSURE PANELS (*NOTE: REFER TO SHOP DRAWING FOR EXACT DETAILS & SPECIFICATIONS) 25-A 1 EXHAUST FAN CAPTIVE AIRE CUSTOM *NOTE: REFER TO SHOP DRAWINGS FOR EXACT DETAILS & SPECIFICATIONS I s s u e s 25-6 1 DUCTWORK -NOT IN CONTRACT- - *NOTE. VERIFY UTILITY REQUIREMENTS 26 LO S/S WALL PANELS FABRICATE CUSTOM ALL S/S, 19'--0" LONG X 6'-6" HIGH (*NOTE: REFER TO FABRICATION DRAWINGS FOR EXACT DETAILS & SPECIFICATIONS) IS5UE DATE DESCRIPTION OF I5SUE BY 27 1 FIRE SUPPRESSION SYSTEM ANSUL OR EQUAL R-102 OR EQUAL WET CHEMICAL TYPE *NOTE: E.C. TO TIE JUNCTION BOX INTO BUILDING ALARM SYSTEM)(*NOTE" P.C. TO INSTALL AUTO-MECHANICAL GAS SHUT-OFF VALVE)(*NOTE: G.C. TO PROVIDE WALL BLOCKING) A 12/Ib/O5 MECHANICAL DRAWING SET JRI7 2z3 1 TWO FRYER BATTERY 7.0 1 120 1 X _ ?-1 4" 220 PITCO, INC. 2-SG14S FD W S S TANK, FRONT & SIDES, QN CASTERS, W BREAD & BATTER STATION LOCATED IN MIDDLE, BUILT-IN FILTER & FLUSH HOSE E3 D.75 • 120 1 X PITCO, INC. PFW-1 ELECTRICAL REQUIREMENTS FOR FILTER & FOODWARMER LAMP B 12/20/06 FINAL MECHANICAL SET JRD 28-A 1 GAS QUICK DISCONNECT KIT - . DORMONT MFG. 16125KIT-36" UNIT TO PROVIDE SERVICE..TO .ITEM 28 29 1 COUNTERTOP STEAMER -NOT IN CONTRACT- - *NOTE: VERIFY UTILITY REQUIREMENTS 29-A 1 EQUIPMENT STAND FABRICATE CUSTOM ALL SA 30"DEEP X 27" LONG W FIXED UNDERSHELF 30 1 SIX BURNER RANGE 4.8 120 1 X 1" 222 BLODGETT CO. B36A•-BBB UNIT TO BE PROVIDED W/ FRONT GAS MANIFOLD, CONVECTION OVEN BASE, & PREPARATIONS FOR ITNT£RPIPING OF ITEM #30-A 30-A 1 SALAMANDER BROILER �/4"* 32 BLODGETT CO. 13MRA-32 *NOTE: UNIT TO BE INTERPIPED TO ITEM #30 30-B 1 GAS QUICK DISCONNECT KIT _ DORMONT MFG. 161OOKITCF-36" UNIT TO PROVIDE SERVICE TO ITEM 30 31 1 24-INCH GRIDDLE TOP RANGE 1" 56 BLODGETT CO. B24C-TT UNIT TO BE PROVIDED W FRONT GAS MANIFOLD & DOUBLE SOLID SHELVES MOUNTED ON FLUE RISER 31-B 1 GAS QUICK DISCONNECT KIT DORMONT MFG. 161OOKITCF-36" UNIT TO PROVIDE SERVICE TO ITEM 31 32 1 36-INCH CHARBROILER 1.0 120 1 X 1° 126 BLODGETT CO. 936D-CCC UNIT TO BE PROVIDED W/ STANDARD OVEN BASE, 7" FRONT RAIL "BELLY" BAR & 5" FLUE RISER 32-A 1 GAS QUICK DISCONNECT KIT _ DORMONT MFG. 16100KITCF-36" UNIT TO PROVIDE SERVICE TO ITEM 32 * 33 1 DOUBLE CONVECTION OVENP -NOT IN CONTRACT- *NOTE: VERIFY UTILITY REQUIREMENTS 34 1 REFRIGERATED PIZZA PREP TABLE 14.0 1/2 120 1 X w DELFIELD CO. 18672PTB SELF CONTAINED UNIT ON ON LEGS W/ DRAWERS (*NEMA 5-20P ELECTRICAL CONNECTION) 35 1 UTILITY STAND DELFIELD CO. F16DD27 W/ DRAWERS 36 1 HOT FOOD TABLE 2(SO 208 1 X 1/2" 1/2" DELFIELD CO. F14E146O UNIT TO BE PROVIDED W/ OPTIONAL FILL FAUCET & COMMON GATE DRAIN VALVE 37 1 UNDERCOUNTER FREEZER BASE 6.0 1/3 120 1 X DELFIELD CO. UC4148 SELF CONTAINED UNIT ON LEGS *NEMA 5-15P ELECTRICAL CONNECTION)_ 38 1 UTILITY STAND W/ SINK 2" FABRICATE CUSTOM ALL S/S, 33" X 24" LONG W/ (1} 15" X 15" X 12" DEEP SINK COMPARTMENT & (1) FRANKLIN 100-1035 LEVER WASTE (*NOTE: REFER TO FABRICATION DRAWINGS FOR EXACT DETAILS & SPECIFICATIONS) ,&A 1 DECK MOUNTED FAUCET 1/c" 1/2" T & S BRASS B-0525 UNIT TO BE FIELD MOUNTED TO ITEM #38 39 1 DOUBLE OVERSHELF FABRICATE CUSTOM ALL S/S, 15" X 19'-3 LONG W/ PREPARATIONS FOR ITEMS ##40 (*NOTE: REFER TO FABRICATION DRAWINGS FOR EXACT DETAILS & SPECIFICATIONS) 40 3 HEAT LAMP 11.7 1A 120 1 X HATCO CORP. GRAH-60 W/ INFINITE CONTROLS & REMOTE BOX ENCLOSURE v s 1 (� 41 1 S/S PLATE CABINET FABRICATE CUSTOM ALL S/S, 18" X 19'-3" LONG W/ FIXED INTERMEDIATE SHELF (*NOTE: TO BE BUILT-IN TWO SECTIONS) 42 1 WORK TABLE W/ SINK - 2" FABRICATE CUSTOM ALL S/S, 36" X 7'-6" LONG W/ (1) 18" X 18" X 15" DEEP SINK COMPARTMENT, PARTIAL UNDERSHELF, UTILITY DRAWER, & (1) FRANKLIN 100-1035 LEVER WASTE (*NOTE: REFER TO FABRICATION DRAWINGS FOR EXACT DETAILS & SPECIFICATION) ISSUE DATE DESCRIPTION OF REVISION BY 42-A 1 DECK MOUNTED FAUCET 1 1/`2" T & S BRASS B-0325 *NOTE: TO BE FIELD MOUNTED TO ITEM ##42 43 1 WORK TABLE FABRICATE CUSTOM ALL S/S,. 36"_X 96" LONG W/ FULL UNDERSHELF & (2) UTILITY DRAWERS *NOTE: REFER TO FABRICATION DRAWINGS FOR EXACT DETAILS & SPECIFICATIONS) Al 44 1 S/S PLATE STORAGE CABINET FABRICATE CUSTOM ALL S/S, 18" X 15'-6" LONG W/ FIXED INTERMEDIATE SHELF & 1) MITRED END (*NOTE: REFER TO FABRICATION DRAWINGS FOR EXACT DETAILS & SPECIFICATIONS) 2 45 -•- - SPARE NUMBER - -SPARE NUMBER-• _ 3 I 46 1 SOILED DISHTABLE 2 2" FABRICATE CUSTOM ALL S/S, "U" SHAPED, 48" FROM MACHINE X 8'--10" X 12" LONG W (1) 20" X 20" X 5" DEEP PRE-RINSE SINK COMPARTMENT, (1) 144" LONG DOUBLE SIDED RACK SHELF, 1 12" X 144" LONG LANDING SHELF 1 20" X 20" X 8" DEEP SOAK SINK, .&_,(2 FRANKLIN 100-1035 LEVER WASTES *NOTE: REFER TO FABRICATION DRAW€NGS FOR EXACT DETAILS & SPECIFICATIONS 4 46-A 1 PRE-RINSE FAUCET ASSEMBLY i/1 11T T & S BRASS B-0133-B W/ WALL BRACKET & ACCESSORIES (*NOTE: TO BE FIELD MOUNTED TO ITEM #r6)(*NOTE: G.C. TO PROVIDE WALL BLOCKING) 5 4" 1 DECK MOUNTED FAUCET 1/2" 1/2" T & S BRASS B-0231-CC *NOTE: TO BE FIELD MOUNTED TO ITEM ##46 6 47 1 CONVEYOR TYPE DISHWASHER 44.9 15.0 20 208 3 X 3/4" 2" HOBART CORP. CRS66A-LR UNIT TO BE PROVIDED W/ VENT HOODS 14.5 3-1 208 3 X - 47-A 1 PANT LEG DUCT �L FABRICATE CUSTOM *NOTE: REFER TO FABRICATION DRAWINGS FOR EXACT DETAILS & SP£CIFICATIO:'IS) 8 p 47-8 1 VENT DUCTWORK ; _ -NOT IN CONTRACT- - *NOTE: VERIFY UTILITY REQUIREMENTS -� 9 * 47 C 1 VENT SUPPORT -NOT IN CONTRACT- *NnTt - Ui IFY I MLITY REQUIREMENTS 48 1 BOOSTER HEATER 41.7 15.0 208 3 X 3/4" HATCO CORP. C-15 OUTLET PIPING TO DISHMACHINE BY P.C. 49 1 ELECTRIC CONVECTION OVEN 24.0 56 208 3 X BLODGETT CO. CTB SINGLE 50 1 CLEAN DISHTABLE FABRICATE CUSTOM ALL S/S; STRAIGHT DESIGN, LEFT TO RIGHT OPERATION, 9'-6" LONG * 51 1 THREE COMPARMENT SINK 3)2" FABRICATE CUSTOM ALL S/S, 3) 20" X 20' SINK COMPARMENTS 1) 24" RIGHT SIDE DRAINBOAFtLj; & (3) FRANKLIN 100 1035 LEVER WASTES ( NOTE: P.C. TO MANIFOLD THREE WASTE CONNECTIONS TO ONE COMMON WASTE CONNECTION) / I� 51-A 2 SPLASH MOUNT FAUCET 2)1/2" 2)1/�" T & S B-0231-CC *NOTE: TO BE FIELD MOUNTED TO ITEM 51 _. - 51-B 2 WALL SHELF FABRICATE CUSTOM ALL S/S, 15" X 84" LONG (*NOTE: G.C. TO PROVIDE WALL BLOCKING) 52 - - SPARE NUMBER -- -SPARE NUMBER- - 53 1 ICE CREAM DIPPING CABINET 8.O 1/3 120 1 X DELFIELD CO. F13BC44 SELF CONTAINED UNIT ON LEGS A P P r oval s * 53A 1 1=RAPPEE MIXER -NOT IN CONTRACT-- - *NOTE: VERIFY UTILITY EQUIREMENTS 53-0 1 DIPPERWELL ASSEMBLY 1/4" ?" DIPWELL OBLONG *NOTE: TO BE FIELD MOUNTED TO ITEM #53 - - FOODSERVICE LAYOUT IS APPROVED, 54 1 UTILITY STAND W/ DRAWERS FABRICATE CUSTOM ALL S/S, 30" X 5'-6" LONG W/ (2) UTILITY DRAWERS, BACK & LEFT SIDE SPLASH & FULL UNDERSHELF (*NOTE: REFER TO FABRICATION DRAWINGS FOR EXACT DETAILS & SPECIFICATIONS) 55 1 SALAD DISPENSER 24 1A 120 . 1 X SILVER KING SK2SB [-]AS SUBMITTED 56 1 REACH-IN REFRIGERATOR 121 1 120 1 X VICTORY DRA-2D-S7-LD SELF CONTAINED UNIT - ❑AS NOTED 57 1 UTILITY STAND FABRICATE CUSTOM ALL S/S, 30" X 48" LONG W/ FULL UNDERSHELF 58 1 PANINI GRILL 6.5 1.35 • 208 1 X STAR MFG CO CG14 []RESUBMIT 59 1 S/S BREAD BOX FABRICATE CUSTOM *NOTE: REFER TO FABRICATION DRAWINGS FOR EXACT DETAILS & SPECIFICATIONS) 60 1 REFRIGERATED PIZZA PREP TABLE 1QM 1/4 120 1 X DELFIELD CO. 18648PTB SELF CONTAINED UNIT ON LEGS (*NEMA 5-15P ELECTRICAL CONNECTION) _ co WIER 5 xAtu PA:E: 61 1 WORK TABLE W/ PREP SINK 2" FABRICATE CUSTOM ALL S/S, 30" X 60" LONG W/ PARTIAL UNDERSHELF, (1) UTILITY DRAWER, (1) 38s" X 18" X 12" DEEP SINK COMPARTMENT, & (1) FRANKLIN 100-1035 LEVER WASTE (*NOTE: REFER TO FABRICATION DRAWING FOR EXACT DETAILS & SPECIFICATIONS) 61-A 1 DECK MOUNTED FAUCET 1 Z" 1C1" T & S BRASS B-1113 *NOTE: TO BE FIELD MOUNTED TO ITEM 61 62 1 DOUBLE OVERSHELF FABRICATE CUSTOM ALL S/S, 15" DEEP X 13'-0" LONG TO BE MOUNTED TO ITEMS 60, 61, & 57 - TRIMAW REP 5IGNAURE1 PATE: 63 1 CONVEYOR TOASTER IG7 22 208 1 • X HATCO CORP. TQ-400H 64 2 HAND SINK 1%2" 1/2" 1-1/2" ADVANCE TABOO 7-PS-80 W/ FAUCET & DRAIN, & SOAP & TOWEL DISPENSER (*NOTE: TOP OF RIM TO BJE MOUNTED 34" A.F.F.) *NOTE: G.C. TO PROVIDE WALL BLOCKING) 65 1 S/S PLATE STORAGE CABINET FABRICATE CUSTOM ALL S/S, 18" X 13'-0" LONG W/ FIXED INTERMEDIATE SHELF (*NOTE: REFER TO FABRICATION DRAWINGS FOR EXACT DETAILS & SPECIFICATIONS) 66 1 UTILITY STAND FABRICATE CUSTOM ALL S/S, 30" X 24" LONG W BACKSPLASH & FIXED UNDERSHELF *NOTE: REFER TO FABRICATION DRAWINGS FOR EXACT DETAILS & SPECIFICATIONS -. (-'` e n. e r a I N o t e s ( 67 1 WORK TABLE W DRAWERS FABRICATE CUSTOM ALL S/S, 30"X 48" LONG W/ BACKSPLASH, UNDERSHELF & (1) UTILITY DRAWERS *NOTE: REFER TO FABRICATION DRAWINGS FOR EXACT DETAILS & SPECIFICATIONS) V 1 �1 67-A 2 WALL SHELF FABRICATE CUSTOM ALL S/S, 15" X 48" LONG (*NOTE: G.C. TO PROVIDE WALL BLOCKING) A 68 1 BEVERAGE STATION W/ SINK Z" FABRICATE CUSTOM ALL S/S, 30" X 96" LONG W/ PARTIAL UNDERSHELF, (1) 18" X 18" X 12" DEEP SINK COMPARTMENT, MARINE EDGE, BACKSPLASH, & (1) DRAIN 68-A 1 DECK MOUNTED:FAUCET 1/2" 11T T & S BRASS B-1113 *NOTE. TO BE FIELD MOUNTED TO ITEM 68 THESE PLANS ARE PREPARED FOR THE CONVENIENCE OF OTHERS 68-B 2 WALL SHELF FABRICATE CUSTOM ALL S/S, 15" X 30" LONG *NOTE: G.C. TO PROVIDE WALL BLOCKING TO LOCATE MECHANICAL POINTS OF CONNECTIONS FOR ( ) FOODSERVICE EQUIPMENT, THEY ARE AS ACCURATE AS CAN BE 69 1 WORK TABLE FABRICATE CUSTOM ALL S/S, 30" X 6'-6" LONG W/ BACKSPLASH & UNDERSHELF (*NOTE: REFER TO FABRICATION DRAWINGS FOR EXACT DETAILS & SPECIFICATIONS) DETERMINED AT TH15 DATE, DISCREPANCIES MAY DEVELOP 69-A 2 WALL SHELF FABRICATE CUSTOM ALL S/S, 15" X 6'-6" LONG (*NOTE: G.C. TO PROVIDE WALL BLOCKING) BE 11TlE CONNEC51 5 SHOWN I1NF�CD DIM N51ON5, AND 70 1 WORK TABLE FABRICATE CUSTOM ALL S/S, 30" X 5'--8" LONG W/ BACKSPLASH & UNDERSHELF (*NOTE: REFER TO FABRICATION DRAWING FOR EXACT DETAILS & SPECIFICATIONS) _ 70-A 2 WALL SHELF FABRICATE CUSTOM ALL S./S. 15" X 5'--8" LONG (*NOTE: G.C. TO PROVIDE WALL BLOCKING) B 71 1 REACH-IN REFRIGERATOR 6.5 1/4 120 1 X VICTORY RA-1D-S7 SELF CONTAINED UNIT TRIMARK/UNITEO-EAST 15 NOT RESPONSIBLE FOR ANY 72 2 WORK TABLE FABRICATE CUSTOM ALL S/S, 30" X 5'-6" LONG W/ BACKSPLASH & PARTIAL UNDERHSELF (*NOTE: REFER TO FABRICATION DRAWINGS FOR EXACT DETAILS & SPECIFICATIONS) UTILITY REQUIREMENTS REGARDING EXISTING EQUIPMENT TO BE REUSED, IT 15 THE RESPONSIBILITY OF THE GENERAL 1 72-A 1 WALL SHELF FABRICATE CUSTOM ALL S/S, 15" X 5'-6" LONG (*NOTE: G.C. TO PROVIDE WALL BLOCKING) CONTRACTOR AND ELECTRICAL, PLUMBING t HVAC C04TRACTOR5 - * TO VERIFY * COORDINATE ALL SERVICE REQUIREMENTS WITH 73 1 BUILT-IN DRAWER WARMER 7.5 Q9 120 I X HATCO CORP. HDW-2 NEMA 5-15P ELECTRICAL CONNECTION OWNER TO ENSURE PROPER CONNECTION5. 74 - SPARE NUMBER - -SPARE NUMBER- 75 1 WALK-IN COOLER 5.0 120 1 X IMPERIAL CUSTOM INDOOR BOX COMBINATION COOLER FREEZER COOLER BOX O.A. DIMENSIONS: 15'-0" X 30'-0" X 8'-0" HIGH W WHITE STUCCO INTERIOR & EXTERIOR NO FLOOR & 2 LIGHTS C 75-A 1 COOLER EVAPORATOR COIL 16 120 1 X 4" IMPERIAL LSC120A *NOTE: REFER TO SHOP DRAWINGS FOR EXACT DETAILS & SPEICIFICATIONS TRINARK/UNITED-EAST 15 NOT RESPONSIBLE FOR ANY . 75-8 1 COOLER CONDENSING UNIT 8.1 1-1A 20$/230 1 X IMPERIAL MOH015D72CFT *NOTE: REFER TO SHOP DRAWINGS FOR EXACT DETAILS & SPEICIFICATIONS UTILITY REQUIREMENTS REGARDING EQUIPMENT NOT IN �I 76 1 WALK-IN FREEZER 5.0 120 1 X IMPERIAL CUSTOM INCLUDED IN ITEM 75, INSIDE DIMENSIONS: 14'-4" X 7'-4" X 7'-8" HIGH W/ FLOOR & WHITE STUCCO INTERIOR KITCHEN EQUIPMENT CONTRACT. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND ELECTRICAL, PLUMBING HVAC. 76-A 1 FREEZER EVAPORATOR COIL 11.7 2M/130 1 X 4 IMPERIAL LSF1208 *NOTE: REFER TO SHOP DRAWINGS FOR EXACT DETAILS &.SPEICIFICATIONS CONTRACTORS TO VERIFY 4 COORDINATE ALL SERVICE 76-8 1 FREEZER CONDENSING UNIT 17.0 3.0 20/230 1 X IMPERIAL MOHO31 L62CFT *NOTE: REFER TO SHOP DRAWINGS FOR EXACT DETAILS & SPEICIFICATIONS REQUIREMENTS HI TH OWNER TO ENSURE PROPER CONNECTIONS. i 77 1 WALK-IN COOLER 5.0 120 1 X IMPERIAL CUSTOM INCLUDED IN ITEM 75, INSIDE DIMENSIONS: 14'--4" X 13'-8" X 7'-8" HIGH W NO FLOOR & WHITE STUCCO INTERIOR p i 77-A 1 COOLER EVAPORATOR COIL 5.4 - 120 1 X 4" IMPERIAL LSC140A *NOTE: REFER TO SHOP DRAWINGS FOR EXACT DETAILS & SPECCFCATIONS ALL ELECTRICAL PLUMBING AND MECHANICAL UTILITY 77-8 1 COOLER CONDENSING UNIT 122 20 I X IMPERIAL MOH02OD72CFT *NOTE: REFER TO SHOP DRAWINGS FOR EXACT DETAILS & SPEICIFICATIONS REQUIREMENT IN�*ATION'L15TED ON THE FOODSERVICE PLANS, 78 LOT WALK--IN COOLER SHELVING METRO EQUIP METROMAX Q THREE & FOUR TIER HIGH ON 63" & 84" HIGH POSTS (*NOTE: SIZES AS SHOWN ON PLAN) 15 SUBJECT TO CHANGE, BASED UPON FINAL EQUIPMENT 79 LOT WALK-IN FREEZER SHELVING METRO EQUIP METROMAX Q THREE & FOUR TIER HIGH ON 63" & 84" HIGH POSTS (*NOTE: SIZES AS SHOWN ON PLAN) PROPOSAL SELECTED BY THE OWNER/AND OR CONTRACTOR. j I 79-A LOT WALK-IN COOLER SHELVING METRO EQUIP METROMAX Q THREE & FOUR TIER HIGH ON 63" & 84" HIGH POSTS (*NOTE: SIZES AS SHOWN ON PLAN) 8D 1 ICE MAKER Im 5.7 1-3/4 � 1 X "* 1 " MANITOWOC, INC SY--1004A AIR-COOLED, UP TO 830 LBS./24 HOURS (*NOTE: 3/8" COLD WATER CONNECTION TO BE SUPPLIED BY ITEM #80-6 � 8M-A 1 ICE STORAGE BIN 3/4" MANITOWOC, INC B-•970 UP TO 710 LB. ICE STORAGE.CAPACITY ������� I�E 8M-B 1 WATER FILTER ASSEMBLY MANITOWOC, INC AR-40000 (*NOTE: 3/8" COLD WATER OUTLET TO BE INTERPIPED TO 3/8" COLD WATER INLET ON ITEM 80 IN FIELD BY P.C.) *NOTE: G.C. TO PROVIDE WALL BLOCKING V 8X 1 ICE FLAKER 19.9 4.9 1.0 120 1 X 1 MANITOWOC INC OF-0806A AIR-COOLED UP TO 760 LBS. 24 HOURS *NOTE: COLD WATER CONNECTION TO BE SUPPLIED BY ITEM 80-F T T 8M-0 1 ICE MAKER BIN 4" MANITOWOC, INC B--570 UP TO 430 LB. ICE STORAGE CAPACITY EQUIPMENT IPMENT 8D-F 1 WATER FILTER ASSEMBLY MANITOWOC, INC AR-40000 *NOTE: 3/8" COLD WATER OUTLET TO BE INTERPIPED TO 3 8" COLD WATER INLET ON ITEM 80C IN FIELD BY P.C. *NOTE: G.C. TO PROVIDE WALL BLOCKING * 81 1 COCKTAIL BAR -NOT IN CONTRACT- *NOTE: PROVIDED BY MILLWORK CONTRACTOR PLAN I 82 1 REFRIGERATED BACKBAR CABINET 93 113 120 1 X PERLICK CORP BS4DP SELF CONTAINED UNIT * 83 2 MILLWORK BASE CABINETS NOT IN CONTRACT- - *NOTE: PROVIDED BY MILLWORK CONTRACTOR Equipment 84 1 BAR HAND SINK 11 1/2" 1-1 " SUPREME METAL SC-15-TS-L FREE-STANDING W FAUCET & DRAIN 85 1 24" FREE-STANDING DRAINBOARDE 1" SUPREME METAL CRD-2 FREE-STANDING W/ DRAINBOARD TOP & (1) 23" LONG BOTTLE RAIL (##SRK-2) Chedu.le 85 2 24-INCH COCKTAIL STATION 1%2" SUPREME METAL CRI-•-16-24-7 UNIT TO BE PROVIDED W/ 1) 8 CIRCUIT COLDPLATE & (1) 23" LONG BOTTLE RAIL (##SRK•-•2) 87 1 18" FREE-STANDING DRAINBOARD 1" SUPREME METAL CRD-18 FREE-STANDING W DRAINBOARD TOP & 1 17" LONG BOTTLE RAIL SRK-18 C $7-A 1 BACKBAR BLENDER STATION 15.0 120 1 X 11 SUPREME METAL CR-RW-15 FREE-STANDING W MOUNTED DUPLEX RECEPTACLE & DUMP SINK FILE NAI"IE: PRELIM-1 88 1 3-COMPARTMENT BAR SINK 1/2" 1 " 3)1-1%1 SUPREME METAL CRB-53C W 3) SINK COMPARTMENTS & 2 DRAINBOARDS $9 2 UNDERCOUNTER DISHWASHER 37.7 120/'08 1 X 3/4" 3y/4" HOBART CORP. LXIGH-1 HIGH TEMP. W/ BUILT-IN BOOSTER (*NOTE: UNIT REQUIRES DEDICATED 50 AMP CIRCUIT BREAKER) 90 1 BACKBAR COOLER Ri 1/3 120 1 • X PERLICK CORP BS3DP SELF CONTAINED UNIT 91 1 WALK-IN BEER WINE COOLER 5.0 120 1 X IMPERIAL CUSTOM INDOOR BOX O.A.DIMENSIONS: 17'-0" X 11'-6" X 8'-0" W WHITE STUCCO INTERIOR & EXTERIOR NO FLOOR & 2 LIGHTS 91-A 1 COOLER EVAPORATOR COIL 5.4 120 1 X 4" IMPERIAL LSC140A *NOTE: REFER TO SHOP DRAWINGS FOR EXACT DETAILS & SPEICIFICATIONS PROJECT It: 05-250 91-6 1 COOLER CONDENSING UNIT 122 2.0 2M8-230 1 X IMPERIAL MOH02OD72CFT *NOTE: REFER TO SHOP DRAWINGS FOR EXACT DETAILS & SPEICIFICATIONS * 92 1 COCKTAIL BAR -NOT IN CONTRACT-- _ *NOTE: PROVIDED BY MILLWORK CONTRACTOR DRAWN BY: J.R.®ESROCHER� * 93 1 MILLWORK BASE CABINETS -NOT IN CONTRACT- - *NOTE: PROVIDED BY MILLWORK CONTRACTOR CONTRACT REP: A.GOL©BERG 94 1 - SPARE NUMBER - -SPARE NUMBER- 95 1 P.O.S. SYSTEM -NOT IN CONTRACT- - *NOTE:VERIFY UTILITY REQUIREMENTS PRINT DATE: 12.20.05 96 1 BAR HAND SINK 11T 19 1-I%L" SUPREME METAL SC-15-TS-L FREE-STANDING W/ FAUCET & DRAIN 97 1 24" FREE-STANDING DRAINBOARD 1" SUPREME METAL CRD-2 FREE-STANDING W/ DRAINBOARD TOP & (1) 23" LONG BOTTLE RAIL (##SRK-2) PRINT SCALE: 98 1 18" FREE-STANDING DRAINBOARD 1 SUPREME METAL CRD-18 FREE-STANDING W DRAINBOARD TOP & 1 17" LONG BOTTLE RAIL SRK-18 98-A 1 BACKBAR BLENDER STATION 15.0 120 1 X 1-1j SUPREME METAL CR-RW-15 FREE-STANDING W MOUNTED DUPLEX RECEPTACLE & DUMP SINK SHEET NUMBER: 99 2 24-INCH COCKTAIL STATION 1 SUPREME METAL CRI-16-24-7 UNIT TO BE PROVIDED W 8 CIRCUIT COLDPLATE & 1 23" LONG BOTTLE RAIL SRK-2 1 100 1 3-COMPARTMENT BAR SINK 11T 1 1-1/2" SUPREME METAL CRB--•53C W/ (3) SINK COMPARTMENTS & (2) DRAINBOARDS 101 2 COMPRESSOR RACK FABRICATE CUSTOM *NOTE: REFER TO FABRICATION DRAWINGS FOR EXACT DETAILS & SPECIFICATIONS Mat IS 102 40 S/S CORNER GUARDS FABRICATE CUSTOM *NOTE: REFER TO FABRICATION DRAWINGS FOR EXACT DETAILS & SPECIFICATIONS # DENOTES EQUIPMENT NOT IN KITCHEN SUPPLIERS CONTRACT. KeILOIL L I C � , i I I Y I United Est C L,E C T R� C Q L Col 1N N Cam' C T O O N SCHEDULE Foodselviee Design, Equipment and Supplies. FILUMBNG QONNEGT�ON 50HEIDULEE E-1 120-V, I-PH SERVICE, 1/3-HP, 5.5 FL AMPS, NEMA 5-15P, DUPLEX ELECTRIC OUTLET AT 4'-0"-AFF FOR SERVICE TO ITEM 1, REACH-IN REFRIGERATOR (TWO CONNECTIONS). " S P E �11 Q L B�� L��N G C O N D I T a o N S Foodservice & E-2 120-V, I-PH SERVICE, 2-KW, 16.7 FL AMPS, NEMA 5-30P, DUPLEX ELECTRIC OUTLET AT 5'-011-AFF FOR SERVICE TO ITEM 2, PROOFER/HEATER CABINET (TWO CONNECTIONS). P-3 FLOOR SINK, HALF-GRATE, 2 INDIRECT WASTE FROM ITEM 3, ONE COMPARTMENT PREP SINK. • E-4 2Q8-V, 3-PH SERVICE, 2-3/4-HP, 10 FL AMPS, STUB OUT WALL AT 10-AFF AND CONNECT AT ITEM 4, 60 QT. FLOOR MIXER. P-3A 1/2" 140'-HOT WATER, 20-GPH, STUB OUT WALL AT 18"-AFF AND CONNECT AT ITEM 3-A, SPLASH MOUNT FAUCET . REF REMOTE COMPRESSOR 4 EVAPORATOR COIL:. LOCATION OF Interior Design r li P-3A6 112" COLD WATER STUB OUT WALL AT 18"-AFF AND CONNECT AT ITEM 3-A SPLASH MOUNT FAUCET. COMPRESSOR $ LENGTH OF REFRIGERATION LINE RUN TO BE E-q 115-V, I-PH SERVICE, 1/3-HP, 10 FL AMPS, NEMA 5-15P, DUPLEX ELECTRIC OUTLET AT 4-0 -AFF FOR SERVICE TO ITEM q, REACH-IN RERIGERATOR, f ' VERIFIED BY REFRIGERATION CONTRACTOR. REFRIGERATION II 505 Collins Street " P-6A FLOOR SINK, HALF-GRATE, 2 INDIRECT WASTE FROM ITEM 6-A, WORK TABLE W/ PREP SINK. CONTRACTOR TO COORDINATE ANY CONDUIT REQUIREMENTS E-10 12Q�-V, I-PH SERVICE, 1/2-HP, !2 FL AMPS, NEMA 5-I5P, DUPLEX ELECTRIC OUTLET AT 4-0 -AFF FOR SERVICE TO ITEM 10, REACH-W FREEZER. �� �I WITH GENERAL CONTRACTOR. South Attleboro , MA 02703 E-11 120-V, I-PH SERVICE, 1/2-HP, 3 FL AMPS, NEMA 5-I5P, DUPLEX ELECTRIC OUTLET AT 4'-O"-AFF FOR SERVICE TO ITEM 11, FOOD SLICER. P-6B 1/2 140 -HOT WATER, 20-GPH, STUB OUT WALL AT 18 -AFF AND CONNECT AT ITEM 6-B, SPLASH MOUNT FAUCET . E-13 E.C. TO VERIFY ALL UTILITY REQUIREMENTS FOR ITEM I3 N.I.C. FOOD CUTTER. P-6Bb 1/2" COLD WATER, STUB OUT WALL AT 18"-AFF AND CONNECT AT ITEM 6-B, SPLASH MOUNT FAUCET. WB BACKING REQU IR1ED IN WALL. FOR WALL.-r OUNTED Phone: 8 0 0-5 5 6-7 3 3 8 r EQUIPNENT. BACKING SHALL BE 314 NCH THICK Fax: 508 -76I -3602 ,I P-7 1/2" 140'-HOT WATER, 20-GPH, STUB OUT WALL AT 18"-AFF AND CONNECT AT ITEM 7, HAND SINK. PRE55URE TREATED PLYWOOD, UNLESS OTHERWISE NOTED E-18 120-V, I-PH SERVICE, 75 FL AMPS, NEMA 5-20P, DUPLEX ELECTRIC OUTLET AT 16 -AFF FOR SERVICE TO ITEM 18, COMBINATION-OVEN/STEAMER. II �I AND SHALL EXTEND BETWEEN DIMENSIONS -AFF AS SH0W1� Ir P-7b 1/2 COLD WATER STUB OUT WALL AT 18 -AFF AND CONNECT AT ITEM 7 HAND SINK. w w w. t r i m a r k u s a . c o m E-19 120-V, I-PH SERVICE, 15 FL AMPS, STUB OUT WALL AT 16 --AFF AND CONNECT AT ITEM M, 60 GALLON GAS KETTLE. ' AT KEYNOTE CALLOUT, E-20 120-V, I-PH SERVICE, 4.8 FL AMPS, NEMA 5-I5P, DUPLEX ELECTRIC OUTLET AT 10-AFF FOR SERVICE TO ITEM 20, 8 BURNER RANGE. P-7c 1-1/2" DIRECT WASTE HUB, STUB OUT WALL AT 1' 4", CONNECT AT ITEM 7, HAND SINK. FT 50" X 22" X 6" DEFP DEPRESSION FROM FIN15HED FLOOR BY GENERAL These Drawings are the sole property of TriMark/Elnited-East E-22 120-V, 1-PH SERVICE, 1/3-HP, I FL AMPS, NEMA 5-20P, DUPLEX ELECTRIC OUTLET AT 16"-AFF FOR SERVICE TO ITEM 22, 4 BURNER RANGE. P-17 1/2 COLD WATER, STUB OUT WALL AT 36 -AFF AND CONNECT AT ITEM 17, POT FILLER FAUCET (TWO LOCATIONS). CONTRACTOR. MUST BE SMOOTH, SQUARE AND LEVEL. BACKFILL, GROUT and are not to be used in whole or in part without P-18 3/4" COLD WATER, STUB OUT WALL AT 36"-AFF AND CONNECT AT ITEM 18, COMBINATION-OVEN/STEAMER. AND FINISHED FLOOR BY GENERAL CONTRACTOR. the expressed written consent of TrilNfark/United-East. E-23 120-V, I-PH SERVICE, 0.4-K.W., 5 FL AMPS, STUB DOWN FROM CEILING $ CONNECT TO ITEM 23, EXHAUST HOOD LIGHTS. :I �� M-24A 10" X #7" EXHAUST DUCT @1440 CFM'S 0.436" STATIC PRESSURE. *NOTE: E.C. TO PROVIDE +� LOCATE SWITCH FOR LIGHTS. E.C. TO VERIFY LOCATION OF SWITCH WITH OWNER, P-18b 3/4 GAS SUPPLY, 115-MBTUH, STUB OUT WALL AT 24 -AFF AND CONNECT AT ITEM 18, COMBINATION-OVEN/STEAMER; ALL DUCTWORK PER NFPA-96. ELECTRICAL CONTROLS BY OTHERS. E-25 120-V, [-PH SERVICE, 0.5-K.W., 5 FL AMPS, .STUB DOWN FROM CEILING t CONNECT TO ITEM 25, EXHAUST HOOD LIGHTS. FINAL CONNECTION THRU QUICK-DISCONNECT HOSE. M-24A n r, i !I Owner and all Contractors to check and verify existing dimensions P-Iq I" GAS SUPPLY 130-MBTUH STUB OUT WALL AT 24"-AFF AND CONNECT AT ITEM Iq 60 GALLON GAS KETTLE. f0 X 18 EXHAUST DUCT, @1530 CFM 5 0.415 STATIC PRESSURE. and conditions in the field before starting construction and to NOTE: E.C. TO PROVIDE l LOCATE SWITCH FOR LIGHTS. E.C. TO VERIFY LOCATION OF SWITCH WITH OWNER. r r ' ALL DUCTWORK PER NFPA-�f6. ELECTRICAL CONTROLS BY OTHERS. notify TriNfark/United-East of any material or detail changes. E-27 E.C. TO TIE JUNCTION BOX INTO BUILDING ALARM SYSTEM. FINAL CONNECTION THRU QUICK-DISCONNECT HOSE. " P-20 I" GAS SUPPLY 282-MBTUH STUB OUT WALL AT 24"-AFF AND CONNECT AT ITEM 20 6 BURNER RANGE. M-24B VERIFY UTILITY REQUIREMENTS FOR ITEM 24-8, N.f,C. SUPPLY FAN t DUCTWORK. E-28 120-V, I-PH SERVICE, 1/3-HP, 7 FL AMPS, NEMA 5-20P, DUPLEX ELECTRIC OUTLET AT 16 -AFF FOR SERVICE TO ITEM 28, TWO FRYER BATTERY (FILTER DRAIN SYSTEM). , r r ALL DUCTWORK PER NFPA-96. E-2BA 120-V, I-PH SERVICE, 0.75-KW, 6.3 FL AMPS, NEMA 5-20P, DUPLEX ELECTRIC OUTLET AT 10-AFF FOR SERVICE TO ITEM 28, TWO FRYER BATTERY (BUILT-IN FRY WARMER). FINAL CONNECTION THRU QUICK-DISCONNECT HOSE. M-25A (2) 10" X 25" EXHAUST DUCT @2090 CFM'S, 0.524" STATIC PRESSURE. Oyster E-2q E.C. TO VERIFY ALL UTILITY REQUIREMENTS FOR ITEM 29, N.I.C. STEAMER. P-21 3" DRAIN, STUB AT 6"-BELOW FINISH FLOOR, CONNECT AT ITEM 21, FLOOR DRAIN GRATE. ALL DUCTWORK PER NFPA-' 6. ELECTRICAL CONTROLS BY OTHERS. Ir ,I M-256 VERIFY UTILITY REQUIREMENTS FOR ITEM 25-13 N.I.C. SUPPLY FAN t DUCTWORK. Harbors E-30 I20-V, I-PH SERVICE, 4.8 FL AMPS, NEMA 5-I5P, DUPLEX ELECTRIC OUTLET AT 16 -AFF FOR SERVICE TO ITEM 34, 6 BURNER; RANGE. 2 INDIRECT WASTE FROM ITEM 18, COMBINATION-OVEN/STEAMER. � E-32 120-V I-PH SERVICE I FL AMPS NEMA 5-I5P DUPLEX ELECTRIC OUTLET AT f6"�-AFF FOR SERVICE TO ITEM 32 36-INCH CHARBROILER. ALL DUCTWORK PER NFPA-CI6. , , , P-22 I" GAS SUPPLY, 202-MBTUH, .STUB OUT WALL AT 24"-AFF AND CONNECT AT ITEM 22, FOUR BURNER RANGE; E-33 E.G. TO VERIFY ALL UTILITY REQUIREMENTS FOR ITEM 33, N.I.C. CONVECTION OVEN. FINAL CONNECTION THRU QUICK-DISCONNECT HOSE, Club E-34 120-V, 1--PH SERVICE, 1/2-HP, 14 FL AMPS, NEMA 5-20P, FLOOR PEDESTAL OUTLET, CONNECT AT ITEM 34, REFRIGERATED PIZZA PREP TABLE. P-27 P.C. TO INSTALL AUTO-MECHANICAL GAS SHUT-OFF VALVE IN MAIN GAS FEED E-36 208-V, I-PH SERVICE, 20 FL AMPS, STUB UP 4"-AFF AND CONNECT AT ITEM 36, HOT FOOD TABLE. P-28 1-1/4" GAS SUPPLY, 220-MBTUH, STUB OUT WALL AT 24" AND CONNECT AT ITEM 26, FRYER; OstC'rvll e, A E-37 120-V, 1-PH SERVICE, 1/3-HP, 6 FL AMPS, NEMA 5-15P, FLOOR PEDESTAL OUTLET, CONNECT AT ITEM 37, UNDERCOUNTER FREEZER BASE, FINAL CONNECTION THRU QUICK-DISCONNECT HOSE. ���EuVD E-40 120-V, I-PH SERVICE, 4.2-KW, 35.1 FL AMPS, STUB DOWN FROM CEILING AND BRANCH TO HEAT LAMP CONNECTION MOUNTED TO OVERSHELF BY E.C. P-2q FLOOR SINK, HALF-GRATE, INDIRECT WASTE FROM ITEM 29, STEAMER, COUNTERTOP; ��I *NOTE: E.G. TO INTERWIRE THROUGH HAT CHANNEL AND CONNECT TO THREE HEAT LAMP CONNECTIONS. ITEM IS NIC - EXISTING/RELOCATED; PLUMBER TO VERIFY ALL CONNECTION REQUIREMENTS. ���`���Q��Q�V ���� ��8 E-47 208-V, 3-PH SERVICE, 15-KW, 44.9 FL AMPS, STUB OUT WALL AT 4'-0"-AFF AND CONNECT AT ITEM 47, CONVEYOR TYPE DISHWA5HER. P-2qb GAS SUPPLY, STUB UP AND CONNECT AT ITEM 29, STEAMER, COUNTERTOP; E-47b 208-V, 3-PH SERVICE, 3-1/6-HP, 14.5 FL AMPS, STUB OUT WALL AT 4'-0"-AFF' AND CONNECT AT ITEM 47, CONVEYOR TYPE DISHWASHER, ITEM IS NIC - EXISTING/RELOCATED; PLUMBER TO VERIFY ALL CONNECTION REQUIREMENTS. E-48 208-V, 3-PH SERVICE, 15-KW, 41.7 FL AMPS, STUB OUT WALL AT 5"-AFF AND CONNECT AT ITEM 48, BOOSTER HEATER. P-29C COLD WATER, STUB OUT WALL AND CONNECT AT ITEM 29, STEAMER, COUNTERTOP; T E-4q 208-V, 3-PH SERVICE, 5.6-KW, 24 FL AMPS, STUB OUT WALL AT 4'-0"-AFF AND CONNECT AT ITEM 4q, COUNTER CONVECTION OVEN. ITEM IS NIC - EXISTING/RELOCATED; PLUMBER TO VERIFY ALL CONNECTION REQUIREMENTS. I s s u. e s E-53 120-V, I-PH SERVICE, 1/3-HP, 8 FL AMPS, NEMA 5-I5P, DUPLEX ELECTRIC OUTLET AT 10-AFF FOR SERVICE TO ITEM 53, ICE CREAM DIPPING CABINET. P-30 I" GAS SUPPLY 222-MBTUH STUB OUT WALL AT 24"-AFF AND CONNECT AT ITEM 30 SIX BURNER RANGE;' ` j ® EXHAUST DUCT ISSUE DATE DESCRIPTION OF ISSUE BY E-53-A E.C. TO VERIFY ALL UTILITY REQUIREMENTS FOR ITEM 53-A, N.I.C. FRAPPES MIXER. FINAL CONNECTION THRU QUICK-DISCONNECT HOSE CONNECTION E-55 120-V, [-PH SERVICE, I/8-HP, 2.4 FL AMPS, NEMA 5�-15P, DUPLEX ELECTRIC OUTLET AT 4'-0"-AFF FOR SERVICE TO ITEM 55, SALAD DISPENSER. *NOTE: ITEM 30-A, SALAMANDER BROILER (32-MBTUH CONNECTION), TO BE FACTORY INTERPIPED_ A 12/16/05 MECHANICAL DRAWING SET JRD si „ „ B 12/20/05 FINAL MECHANICAL SET JRD E-56 120-V I-PH SERVICE 1/2-HP 12.1 FL AMPS NEMA 5-20P DUPLEX ELECTRIC OUTLET AT 5 -0 -AFF FOR SERVICE TO ITEM 56 . REACH-IN DISPLAY REFRIGERATOR. SUPPLY, 56-MBTUH, STUB OUT WALL AT 24 -AFF AND CONNECT AT ITEM 311 24-NCH GRIDDLE TOP RANGE; MAKE-UP AIR , r r , , r; P-31 1 GAS 1�-58 120-V, I PH SERVICE, 1.35-KW, .6,5 FL AMPS, NEMA.S 20P,_FLOOR PEDESTAL, CONNECT AT ITEM.581 PANINI GRILL FINAL CONNECTION THRU QUICK-DISCONNECT HOSE. DUCT CONNECTION E-60 120-V, 1-PH SERVICE, 1/4-HP, 10 FL AMPS, NEMA 5-15P, FLOOR PEDESTAL OUTLET, CONNECT AT ITEM 60,. REFRIGERATED PIZZA PREP TABLE. P--32 0 GAS SUPPLY, 126-MBTUH, STUB OUT WALL AT 24"-AFF AND CONNECT AT ITEM 32, 36-INCH CHARBROILER; E-63 208-V, I-PH SERVICE, 2.2-KW, 10.7 FL AMPS, NEMA 6-30P, FLOOR PEDESTAL OUTLET, CONNECT AT ITEM 63, CONVEYOR TOASTER. FINAL CONNECTION THRU QUICK-D15CONN ECT HOSE. LEGEND E--71 120-V, I-PH SERVICE, 1/4-HP, 6.5 FL AMPS, NEMA 5-I5P, DUPLEX ELECTRIC OUTLET AT 4'-0"-AFF FOR SERVICE TO ITEM 71, REACH-IN REFRIGERATOR. P-33 GAS SUPPLY, 55-MBTUH, STUB OUT WALL AND CONNECT AT ITEM 33, N.I.C. CONVECTION OVEN; SPECIAL CON0111Q®N1 S SYMBOLS E-73 120-V, I-PH SERVICE, Q.q-KW, 7.5 FL AMPS, NEMA 5-I5P, DUPLEX ELECTRIC OUTLET AT 16"-AFF FOR SERVICE TO ITEM 73, BUILT-IN DRAWER WARMER, ITEM 15 NIC - EX15TiNG/RELOCATED; PLUMBER TO VERIFY ALL CONNECTION REQUIREMENTS. ~ E-75 120-V, I-PH SERVICE, 5.0 FL AMPS, FOR SERVICE TO ITEM 75, WALK-IN COOLER LIGHTS. P-33b GAS SUPPLY, STUB OUT WALL AND CONNECT AT ITEM 33, N.I.0 CONVECTION OVEN; •�...... WALL BLOCKING E-75-A 120-V, I-PH SERVICE, 3.6 FL AMPS, E.C. TO VERIFY CONNECTION LOCATION FOR ITEM 75A, WALK-IN COOLER EVAPORATOR COIL. ITEM 15 NiC - EXISTING/RELOCATED; PLUMBER TO VERIFY ALL CONNECTION REQUIREMENTS. *NOTE:REFER TO SHOP DRAWINGS FOR EXACT UTILITY REQUIREMENTS. P-36 1/2" 140°-HOT WATER, 10-GPH, STUB UP 4" AND CONNECT AT ITEM 361 HOT FOOD TABLE ; E-75-B 208/230-V, 1-PH SERVICE, 1.5-HP, 6.1 FL AMPS, CONNECTION FOR SERVICE TO ITEM 758, WALK-IN COOLER CONDENSING UNIT. PLUMBER TO EXTEND PIPING THRU CABINET BASE 4 PROVIDE GROMMITS AS NEEDED. FLOOR DEPRESSION VERIFY EXACT LOCATION OF CONDENSING UNIT. *NOTE: REFER TO SHOP DRAWING FOR EXACT UTILITY REQUIREMENTS, P-38 FLOOR SINK, HALF-GRATE, 2" INDIRECT. WASTE FROM ITEM 35, UTILITY STAND W/ SINK. _ E-76 .(1)120-V, I-PH SERVICE, 5.0 FL AMPS, STUB DOWN FROM CEILING FOR CONNECTION TO 1/2" INDIRECT WASTE FROM ITEM 36, HOT FOOD TABLE. ITEM 76, WALK-IN FREEZER LIGHTS f DOOR HEATER. P-38-A 1/2" COLD WATER, STUB UP 4" AND CONNECT AT ITEM 38-A, :DECK MOUNTED FAUCET. � NEW WALL (1)120-V, ]-PH SERVICE, 15.0 FL AMPS, GF! OUTLET, SURFACE MOUNTED P78" A.F.F. FOR HEAT P-38-Ab 1/2" 140°-HOT WATER, 5-GPH, STUB UP 4" AND CONNECT AT ITEM 38-A, DECK MOUNTED FAUCET . TAPE. OUTLET TO BE PROVIDED BY ELECTRICAL CONTRACTOR, P-42 FLOOR SINK, HALF-GRATE, 2" INDIRECT WASTE FROM ITEM A21 WORK TABLE W/ SINK. E-76-A 208/230-V, I-PH SERVICE, 11.7 FL AMPS, ELECTRICAL CONTRACTOR TO INTERPIRE FROM EVAPORATOR COIL TO DEFROST TIME CLOCK P-42-A 1/2" COLD WATER, STUB UP 4" AND CONNECT AT ITEM 42-A, DECK MOUNTED FAUCET. NEW OPENING LOCATED ON CONDENSING UNIT $-CONNECT AT ITEM 76A, WALK-IN FREEZER EVAPORATOR COIL. P-42-Ab 1/2" 140°-HOT WATER, 5-GPH, STUB UP 4" AND CONNECT AT ITEM 42-A, DECK MOUNTED FAUCET. it e V 1 s i o n s *NOTE: REFER TO SHOP DRAWING FOR EXACT UTILITY REQUIREMENTS. P-46 FLOOR SINK, HALF-GRATE, 2" INDIRECT WASTE FROM ITEM 46, 501LED DISHTABLE. I HALF HEIGHT WALL ISSUE DATE DESCRIPTION OF REVISION BY E-76-B 208/230-V, I-PH SERVICE, 3.0-H.P., 17.0 FL AMPS, CONNECTION FOR SERVICE TO ITEM 75B, WALK-IN FREEZER CONDENSING UNIT. P-46b 2" DRAIN, STUB AT 18"-ABOVE FINISH FLOOR, CONNECT AT ITEM 46, SOILED DISHTABLE. VERIFY EXACT LOCATION OF CONDENSING UNIT. $NOTE: REFER TO SHOP DRAWING FOR EXACT UTILITY REQUIREMENT5. P-46-A 1/2" 140°-HOT WATER, 20-GPH, STUB OUT WALL AT 18"-AFF AND CONNECT AT ITEM 46-A, PRE-RINSE FAUCET . Al E-77 120-V, I-PH SERVICE, 5.0 FL AMPS, FOR SERVICE TO ITEM 77, WALK-IN COOLER LIGHTS, P-46-Ab 1/2" COLD WATER, STUB OUT WALL AT 18"-AFF AND CONNECT AT ITEM 46-A, PRE-RINSE FAUCET. Im RAISED CURB 2 E-77-A 120-V, I-PH SERVICE, 5.4 FL AMPS, E.C. TO VERIFY CONNECTION LOCATION FOR ITEM 77A, WALK-IN COOLER EVAPORATOR COIL, P�-46-8 1/2" 140°-NOT WATER, 20-GPH, STUB UP 4" AND CONNECT AT ITEM 46-8, DECK MOUNTED FAUCET . 3 4 *NOTE: REFER TO SHOP DRAWINGS FOR EXACT UTILITY REQUIREMENTS P-46-Bb I/2" COLD WATER, STUB UP 4" AND CONNECT AT ITEM 46-B, DECK MOUNTED FAUCET. SLEEVE 5 E-77-B 208/230-V, I-PH SERVICE, 2.0-H.P., 12.2 FL AMPS, CONNECTION FOR SERVICE TO ITEM 77B, WALK-IN COOLER CONDENSING UNIT". P-47 FLOOR SINK, HALF-GRATE, 2" INDIRECT WASTE FROM ITEM 47, DISHWASHER, CONVEYOR TYPE. 6 VERIFY EXACT LOCATION OF CONDENSING UNIT, NOTE: REFER TO SHOP DRAWING FOR EXACT UTILITY REQUIREMENTS. P-48 3/4" 140'-HOT WATER, 151-GPH, STUB OUT WALL AT 6"-AFF AND CONNECT AT ITEM 48, BOOSTER 14EATER . E-80 208-V, ]-PH SERVICE, 5.7-KW, 1-3/4-HP, 13.6 FL AMPS, STUB OUT WALL AT 4'-0"�-AFF AND CONNECT AT ITEM 80, ICE. MAKER. P-48b 3/4-NPT OUTLET TO DISHWASHER. P.C. TO INTERPIPE IN FIELD E-W-C 120-V, I-PH SERVICE, IHP, 4.9-KW, 1q.q FL AMPS, STUB OUT WALL AT 4'-0"-AFF AND CONNECT AT ITEM 80-C, ICE FLAKER. P-51 FLOOR SINK, HALF-GRATE, 2` INDIRECT WASTE FROM ITEM 51 THREE COMPARMENT SINK; B PLUMBER TO MANIFOLD (3)WASTE CONNECTIONS TO ONE CONI ION DRAIN LINE ;I: 9 R E-82 120-V, I-PH SERVICE, 1/3-HP, 9.3 FL AMPS, NEMA 5-I5P, DUPLEX ELECTRIC OUTLET AT 16"-AFF FOR SERVICE TO ITEM 2, REFRIGERATED BACKBAR CABINET. 4 I2Uht HASTE LINE THRU GREASE TRAP; PLUr1Q1+R To PROVIDE 4 IN�TA�-1 Gr��/+�E TRAP. E-87-A 120-V, I-PH SERVICE, 15 FL AMPS, STUB OUT WALL AT 24"-AFF AND CONNECT AT ITEM 87-A, BACKBAR BLENDER STATION. P-51-A f/2" 140°--HOT WATER, 20-GPH, STUB OUT WALL AT 18"-AFF `AND CONNECT AT ITEM 51-A, SPLASH MOUNT FAUCET(TWO CONNECTIONS) , E-811 120/208-V, I-PH SERVICE, 37.7 FL AMPS, STUB OUT WALL AT 16"-AFF AND CONNECT AT ITEM 69, UNDERCOUNTER DISHWASHER ; WITH PRE55URE REGULATOR VALVE (TWO LOCATIONS). P-51-Ab 1/2" COLD WATER, STUB OUT WALL AT 18"-AFF AND CONNECT AT ITEM 51--A, SPLASH MOUNT FAUCET (TWO CONNECTIONS). j E-90 120-V, I-PH SERVICE, 1/3-HP, q.1 FL AMPS, NEMA 5-15P, DUPLEX ELECTRIC OUTLET AT 10-AFF FOR SERVICE TO ITEM q0, BACKBAR COOLER. P-53-B FLOOR SINK, HALF-GRATE, 1" INDIRECT WASTE FROM ITEM 63-B, DIPPERWELL ASSEMBLY. E-qI 120-V, I-PH SERVICE, 5.0 FL AMPS, FOR SERVICE TO ITEM ql, WALK-IN COOLER LIGHTS. P-53-Bb 1/4" COLD WATER, STUB OUT WALL AT 18"-AFF AND CONNECT AT ITEM 53-B, DIPPERWELL ASSEMBLY. E-gI�-A 120-V, I-PH SERVICE, 5A FL AMPS, E.G. TO VERIFY CONNECTION LOCATION FOR ITEM 91A, WALK-IN COOLER EVAPORATOR CO1L. P-61 FLOOR SINK, HALF-GRATE, 2" INDIRECT WASTE FROM ITEM 61, WORK TABLE W/ PREP SINK. A p p r o v a 1 s $NOTE: REFER TO SHOP DRAWINGS FOR EXACT UTILITY REQUIREMENTS P-61-A 1/2" COLD WATER, STUB OUT WALL AT 18"-AFF AND CONNECT AT ITEM 61-A, DECK MOUNTED FAUCET. LC ` ND E-ql-B 208/230-V, I-PH SERVICE, 2.0-H.P., 12.2 FLAMP5, CONNECTION FOR SERVICE TO ITEM 915, WALK-IN COOLER CONDENSING UNIT: P-61-Ab 1/2" I40°-HOT WATER, 5-GPH, STUB OUT WALL AT�18"-AFF AND CONNECT AT ITEM 61-A, DECK MOUNTED FAUCET PLUMBS � p�ns ����II((�� �J�/���� �,� FOC>DSERVICE LAYOUT 15 APPROVED VERIFY XACT LOCATION OF CONDIENSINu UNIT. *NOTE: REFER TO SHOP DRAWING FOR EXACT UTILITY REQUIREMENTS. P-64 !12' 140'-HOT WATER, 20-GPH, STUB OUT WALL >,; �8 AFF AND CONNECT AT ITEM 64, HAND SINK (TWO LOCATIONS), �LVUVu I1�V�! it UVyI� � � E-95 E.C. TO VERIFY ALL UTILITY REQUIREMENTS FOR ITEM 951 N.I.C. P.O.S SYSTEM. P-64b 1/2" COLD WATER, STUB OUT WALL AT IW-AFF AND CONNECT AT ITEM 64, NAND SINK (TWO LOCATIONS). -]AS SUBMITTED E-G8-A 120-V, [-PH SERVICE, 15 FL AMPS, STUB OUT WALL AT 24"--AFF AND CONNECT AT ITEM q8-A, BACKBAR BLENDER STATION.. P-64c 1-1/2" DIRECT WASTE HUB, STUB OUT WALL AT 1'-4", CONNECT AT ITEM 64, HAND SINK (TWO LOCATIONS). ❑AS NOTED P-68 FLOOR SINK, HALF-GRATE, 2" INDIRECT WASTE FROM ITEM 68, BEVERAGE STATION W/ SINK. „ II ❑RESUBMIT P-68-A 1/2 COLD WATER, STUB OUT WALL AT 18 -AFF AND CONNECT AT ITEM 68-A, DECK MOUNTED FAUCET. P�-68-Ab 1/2" 140'-HOT WATER, 5-GPH, STUB OUT WALL AT #811-AFF AND CONNECT AT ITEM 68-A, DECK MOUNTED FAUCET . CU$TOMER SIGNATURE: DATE: P-15 FLOOR SINK, HALF_GRATE, 1/2" INDIRECT WASTE FROM ITEM-75,WALK-IN COOLER. O HW--HOT WATER, OR CW-COLD WATER 1/2" INDIRECT WASTE FROM ITEM 76, WALK-IN FREEZER. P-77 FLOOR SINK, HALF-GRATE, 1/2" INDIRECT WASTE FROM ITEM 76,WALK-IN COOLER. 0 GAS TRIrWr RCP 51WTME: DATE LEGEND. P--80 FLOOR SINK, HALF-GRATE, 1/2" INDIRECT WASTE FROM ITEM 801 ICE MAKER; 3/4" INDIRECT WASTE FROM ITEM 80-A, ICE MAKER BIN WASTE, DIRECT-CONNECTED UNLESS NOTED ELECTRICAL SYMBOLS 1/2" INDIRECT WASTE FROM ITEM 80-C, ICE FLAKER OPEN HUB 3/4 INDIRECT WASTE FROM ITEM 80-D ICE MAKER BIN '+ FLOOR DRAIN Genera Notes P-80-B 3/8" COLD WATER, STUB OUT WALL AT V-0"-AFF AND CONNECT AT ITEM 60-B, WATER FILTER ASSEMBLY; OUTLET PIPING TO ICE MACHINE BY PLUMBER. FLOOR DRAIN W/ATTACHED FUNNEL A P-80-F 3/8" COLD WATER, STUB OUT WALL AT 5'-O"-AFF AND CONNECT AT ITEM 80-F, WATER FILTER A55EMBLY; OELOCTE PLANS CHANICALAPOINTSOFTCOENNECTIOONSS FOROF OTHERS FLOOR SINK WITH HALF GRATE UNLESS F00D5ERVICE EQUIPMENT. THEY ARE AS ACCURATE AS CAN BE I OUTLET PIPING TO ICE. MACHINE BY PLUMBER. NOTED OTHERWISE DETERMINED AT THIS DATE. DISCREPANCIES MAY DEVELOP P-8A 1-I/2" DIRECT WASTE HUB STUB OUT WALL AT 8" CONNECT AT ITEM 84 BAR HAND SINK BETWEEN DIMEN51ON5 SHOWN FINISHED DIMENSIONS, AND DUPLEX RECEPT., 20-AMP, 120-VOLT, ' ' , -- - FIELD CONNECTIONS UTILITY CONNECTION/ROUGH-IN INFORMATION. GROUND TYPE, HORIZONTAL MOUNT P--84b 1/2" 140°-HOT WATER, 20-GPH, STUB OUT WALL AT 12"-AFF AND CONNECT AT ITEM 84, BAR HAND SINK . B P-84c 1/2" COLD WATER, STUB OUT WALL AT 12"-AFF AND CONNECT AT ITEM 84, BAR HAND SINK, TRIMARKNNITED-EAST IS NOT RESPONSIBLE FOR ANY SIMPLEX RECEPT., 20-AMP, T 20-VOLT, P-88C FLOOR SINK, HALF-GRATE, 3)I-1/2" INDIRECT WASTE FROM ITEM 88, THREE COMPARTMENT BACKBAR SINK. UTILITY REQUiREMENT5 REGARDING EXISTING EQUIPMENT GROUND TYPE, HORIZONTAL MOUNT PLUMBER TO MANIFOLD (3)WASTE CONNECTIONS TO ONE COMMON DRAIN LINE. TO BE REUSED, IT 15 THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND ELECTRICAL PLUMBING t HVAC CONTRACTORS SPECIAL PURPOSE OUTLET, 120---VOLT, I" INDIRECT WASTE FROM ITEM 85, DRAINBOARD, 24-INCH FREE-STANDING DRAINBOARD. TO VERIFY d COORDINATE ALL SERVICE REQUIREMENTS WITH GROUND TYPE, HORIZONTAL MOUNT 112" INDIRECT WASTE FROM ITEM'86, 24-INCH COCKTAIL STATION. OWNER TO ENSURE PROPER CONNECTIONS. SPECIAL PURPOSE CUTLET, 208/240-VOLT 1/2" INDIRECT WASTE: FROM ITEM 87, 18-INCH FREE-STANDING DRAINBOARD. C �} ni TRIMARK/UNITED-EAST 15 NOT RESPONSIBLE FOR ANY AS INDICATED, GROUND TYPE, P-88 1/2 140'-NOT WATER, 20-GPH, STUB OUT WALL AT 8 -AFF AND CONNECT AT ITEM 88, 3-COMPARTMENT BAR SINK . UTILITY REQUIREMENTS REGARDING EQUIPMENT NOT IN HORIZONTAL MOUNT P-88b 1/2" COLD WATER, STUB OUT WALL AT W-AFF AND CONNECT AT ITEM 88, 3-COMPARTMENT BAR SINK. KITCHEN EQUIPMENT CONTRACT. IT 15 THE RESPONSIBILITY OF T14E GENERAL CONTRACTOR AND u . " CONTRACTORS TO VERIFY COORDINATE ALL SERVICE PLUMBING t HVAC JUNCTION BOX P-59 3/4 140 -HOT WATER, 40-GPH, STUB OUT WALL AT 8 -AFF AND CONNECT AT ITEM Sq, UNDERCOUNTER DISHWASHER (TWO CONNECTIONS). REQUIREMENTS WITH OWNER TO ENSURE PROPER CONNECTIONS. P--Sgb FLOOR SINK, HALF-GRATE, 3/4" INDIRECT WASTE FROM ITEM 69, UNDERCOUNTER DISHWASHER; 04' HO5E DRAIN, D ELECTRICAL CONDUIT, STUB AS INDICATED 1/2" INDIRECT WASTE FROM ITEM 86, 24-INCH COCKTAIL STATION FOR DIRECT CONNECTION 1-1/2" INDIRECT WASTE FROM ITEM 87-A BLENDER STATION W/ SINK ALL ELECTRICAL PLUMBING AND MECHANICAL UTILITY r REQUIREMENT IW� MATION'LISTED ON THE FOODSERVICE PLANS P-8qb FLOOR SINK HALF-GRATE 3/4" INDIRECT WASTE FROM ITEM 8q UNDERCOUNTER DISHWASHER; V-0" HOSE DRAIN. 15 SUBJECT TO CHANGE BASED UPON FINAL EQUIPMENT ' f FLOOD/CEILING RECEPTACLE AS INDICATED 1-!/2" INDIRECT WASTE FROM ITEM 98-A, BLENDER STATION PROPOSAL SELECTED Bf THE OWNER/AND OR CONTRACTOR. I I G ISOLATED GROUND -- FOR POS SYSTEM 1/2" INDIRECT WASTE FROM ITEM q91 24-INCH COCKTAIL STATION P-ql FLOOR SINK, HALF-GRATE, 1/2" INDIRECT WASTE FROM ITEM 91, WALK-IN COOLER. FFfO?�ODSERVIICIE WP WATERPROOF COVER AT RECEPTACLEP-q6 1-1/2" DIRECT WASTE HUB, STUB OUT WALL AT 12", CONNECT AT ITEM 96, BAR HAND SINK. FIELD WIRING, EXPOSED RIGID P-q6b 1/2" 1400-HOT WATER, 20-GPH, STUB OUT WALL AT 16"-AFF AND CONNECT AT ITEM q6, BAR HAND SINK WATERTIGHT CONDUIT P-g6c I/2" COLD WATER, STUB OUT WALL AT 16"-AFF AND CONNECT AT ITEM q6, BAR HAND SINK. EQUIPMENT' FIELD WIRING, CONCEALED IN WALL, P-gq FLOOR SINK, HALF-GRATE, 1/2" INDIRECT WASTE FROM ITEM gq, 24-INCH COCKTAIL STATION. PLAN FLOOR, OR CEILING 0 INDIRECT WASTE FROM ITEM q7, 24" DRAINBOARD I" INDIRECT WASTE FROM ITEM qa, 18" DRAINBOARD McClr�arilCd P-100 1/2" 140'-HOT WATER, 20-GPH, STUB OUT WALL AT 16"-GAFF AND CONNECT AT ITEM 100, 3-COMPARTMENT BAR SINK . P-104b 1/2" COLD WATER, STUB OUT WALL AT 16"-AFF AND CONNECT AT ITEM 100, 3-COMPARTMENT BAR SINK. Schedules P-1000 FLOOR SINK, HALF-GRATE, 3)1--1/2" INDIRECT WASTE FROM ITEM100, THREE COMPARTMENT BACKBAR SINK. PLUMBER TO MANIFOLD (3)WASTE CONNECTIONS TO ONE COMMON DRAIN LINE, FILE NAME: PRELIM-1 QUOTE # PROJECT #: 05-250 DRAWN BY: JY.R.DEBROCHERS I CONTRACT REP: A.GOLDBERG PRINT DATE: 12.21,.05 PRINT SCALE: SHEET NUMBER: I e102 I , I . I I I I povo�n7w"' FOODSERVICE PLAN United Fast RESTAURANT BAR LAYOUT Foodservice Design, Equipment and Supplies. Foodservice & EAST DINING g Interior Design j SOS Collins Street 1 .19 I South Attleboro , NIA 02703 Phone: 800-5`, 6- 7338 Fax: 508 -761 - 3602. 1 f I 69 www. trimarkusa . com These Drawings are the sole property ofTriMark/United-East and are not to be used in whole or in part without the expressed written consent of Tri111ark United-East. 1 I i I Owner and all Contractors to check and verify existing dimensions �A and conditions in the field before starting construction and to f I I I ! I notify TLL%Iark/United-East of any material or detail changes. �, Oyster -- I Harbors r I° — ! � � III111IIII11i1 1 a ——� ! � IIIf11IllIII11 - 167-A ;��, Clulb n-A ! = f F"T f I o I 10Q Ostervilie, MA I 1 ——--d � 73 I 1-� I���� illlllllllllll f � 64 Ell _-I `1 � �g �� ° a Cj e Illllllllllll 98 I ( IIIl1111iillif ; 11111111I(I � s S U e S . IIEl1E11IlIIIi 49 55 54 56 66 53 A 53 53� 64 ISSUE DATE DESCRIPTION OF ISSUE BY ° I A 12/16/05 MECHANICAL DRAWING SET JRD B 12/21/05 FINAL MECHANICAL SET' JRD [�, I �ii J° 1 SE V ICE E3AQ ----- I I 1 I SCALE. "=I'—O" Ii3 A 65 61 62 60 63 57 58 59 - COAT { CLOSET ELEVATOR E OR � I � _ --�— f � KITCHEN ------ 122 Red :tsi, ons 155UE DATE DESCRIPTION OF REV15ION BY GO I I 1 — ��_ •......._ . 43 44 42 42-h �A 39 39 40 37 41 40 36 35 40 34 1 � � � 95 i111i;1Ii 111 1 2 g q o{ i11111 !111 1 1 ii3:,,'tl J31 85 3 ----- -_ _ __ _ ___ ------- — — ——— _ _ _ _ _ -----b o 111110111i I 5 I � I I f I I 1 1 11 i I �° --• — r_ ° . I 6 7 j 8 F I __— _ d a o f � / f _... ._...1 L \ o o ! 05 i 1 I I I a �y I I I lllllll€t{II 1 81 / ✓ ' \ II I ° Approvals -,� I ! I 1 \ P24 19 r 23 2Q 17 22 28 26 25 �A �3A 17 31 32 \ / \ / I I Il A. €OOD5ERVICE _AYOUT iS Ai r i"yy�i)-- 83 STAIR l 89 []AS SUBMITTED 1 ofI _ f I I ! ❑AS NOTED I-_—JI I L-- I I LA f f — I ; I — ---- , RESUBMIT -- _ _ ___-� L�Qi/\\l � LEVEL STO �.) AGE 13 14 11 12 3 3A 4 5 6 6-0 7 6B 6A 6-0 6C 6-0 9 10 CUSTOMER SIGNATURE: DATE. I • SCALE: I n^�,—/�tr Fh V TRIMAIZK REP SIGNATURE: DATE: Gene' ra. i Notes I MAIM LEVEL DINING- I n— r n k<v� k�1v� THESE PLANS ARE PREPARED FOR THE CONVENIENCE OF OTHERS SCALE: 4 -1 -Q ELEV. �� ��i� �,°`� 78 78 b`,�� TO LOCATE MECHANICAL POENTS OF CONNECTIONS 1=0R FOOD5ERVICE EQUIPMENT, THEY ARE AS ACCURATE AS CAN BE DETERMINED AT THIS DATE. DISCREPANCIE5 MAY DEVELOP j� �( (�\, N BETWEEN DIMEN51ON5 SHOWN FIN15HED DIMENSIONS; AND OFFICEI V 1 P I_�1 ! E UTILITY CONNECTION/ROUG41-�N INFORMATION. B B 4 g�EO 4k5� 4 4k5� B O AREA °�`�� 78 78 a� `� TRIMARK/UNITED-EAST 15 NOT RE5PONSIBLE FOR ANY R R `� `� UTILITY REQUIREMENTS REGARDING EXISTING EQUIPMENT /`c T/ �Ff� - TO BE REUSED. IT 15 THE RE5PON51131UTY OF THE GENERAL nn WALK-IN BEER/WINE CONTRACTOR AND ELECTRICAL, PLUMBING $ HVAC CONTRACTORS 79A 19A 7�A L) I B V COOLER TO VERIFY it COORDINATE ALL SERVICE REQUIREMENTS WIN 1 75A OWNER TOE SURE: PROPER ECTI . a, 78 78 ro WALK-IN COOLE32 ! I a a C Cv 2�kSO 2g�s 24kS5 NOTRE5PONSIBLE FOR ANY --i N ry UTILITY REQUIREMENTS IREGARD G EQUIPMENT NOT N KITCHEN EQUIPMENT CONTRACT. IT 15 THE RESPONSIBILITY OF LIQUOR(}I I (1 Q 4 T/�R r/�R THE GENERAL CONTRACTOR AND ELECTRICAL, PLUMBING t HVAC STAIR I Q``.1 O \ CONTRACTORS TO VERIFY # COORDINATE ALL SERVICE REQUIREMENTS WITH OWNER TO ENSURE PROPER CONNECTIONS. STORAGE 4�Xso 4�k5� �k5� �� 78 A D Bnn `V �� _ �'Stk `y ALL ELECTRICAL PLUMBING, AND MECHANICAL UTILITY U 1 _ I REQUIREMENT INFORMATION LISTED ON THE FOODSERVICE PLAN5, I I R -" 15 SUBJECT TO CHANGE BASED UPON FINAL EQUIPMENT 76 I 16A PROPOSAL 5ELECTED B�f THE OWNER/AND OR CONTRACTOR. 79 WALK-IN I="RRl 79 79 j i 2�X6 2�ks4 424Xs� FC�►aDSERVICE 4 r/eR � r,ER TiFR i 24 2¢ 24 EQUIPMENT xso PLAN r/ER r�ER /fib U P WALK-IN COCL.E�2 WOMEN MEN Schematic -A' LOCKERS LOCKERS Layout g2 �24 I B99 B1 FILE NAME: PRELIM- 1 2 QUOTE # 38123 O � 2 rFR r,FR gal `ll PROJECT #: 05-250 L � DRAWN BY: J.RrDESROCHIERS I 78 78 78 CONTRACT REP: ArGOLDBERG onPRINT DATE: 7 2.2Q.L715 758 71$ 71}8 B APRINT SCALE: 1/4"=15_0vis •'4" y. I .a a r •'E' f a 'r ••i ;,4 .dr' - - ,r • . a• da .r' SHEET NUMBER: nE I;. © _O --� l3 r..• •�� .•� .r• '6 . _ r a ..i .�. ..e ._ 't � •i ', a. a•d. � r ' Ito Itc .a I I ELECTRICAL CONNECTIONS PLANIn East Foodservice Design, Equipment and Supplies. Foodservice & EAST DINING Interior Design " 505 Collins Street 119 South Attleboro , MA 02703 I Phone : 800 -556- 7338 Fax: 5 0 8 -7 6 1 -3 6 0 2 „ 31 I www. trimarkusa . com 1+ These Drawings are the sole property ofTrilbfark/United-East and are not to be used in whole or in part without __—_ the expressed written consent of TrhNlark/United-East. Owner and all Contractors to check and verify existing dimensions I -$Q and conditions in the field before starting constriction and to notify TruNfark/United-Bast of any material or detail changes. Oyster I . I cr__ ,wW � ( flIIII11111111 1 harbors IIIIIIC-I Club I C7 I I o 1 1 0 I I g I OstervYlle, MA 1 {lll(11IIIIfII I I I EIIIII11I111I1 � O e-� I L _ J I >� O Y 4 P � � o IlllllElllli!! . I1111lEjIII1II E-95 silifE111iliii • lf!I(�illiil I s s u e s � d � n ,Illlt ililir 30 12" 4`-6 7'-0" iiillli111i1i 155UE DATE DESCRIPTION OF ISSUE BY l' E 55 E 56 E 53 E- � A 12/16/05 MECHANICAL DRAWING SET JRD B 12/21/05 FINAL MECHANICAL SET JRD - SEI?VICE BAP 0 0 0 --_-- - SCALE- '["=I._O„ :"�_.� E 60 E-58 I I GOAT a CLOSET ELEVATOR 102E 1 1 KITCHEN II - 1 E-47J3 J �3 3 1 Revislol� s 155UE DATE DESCRIPTION OF REVISION BY I Al 7'0 1[Ipl11i 11I I " i111I1p{111 I 3 11;1iI11E li; I E a E 3illlii € I 4 { e IIIIIII III r/w/a 0,70'u foll�zl;nv.0 E-2 L �€ -��- � L I J r 23 _ —�- — E-29 E-25 \LV _ _ _ _ _ II E-82 • 1 Approvals 3'-6" 12" s'�" 4'-10' `-� 1Q-6" 1 I 1 FOOD5ERVICE LAYOUT S APPROVED: E-1 - E-18 E-20 E-22 E-28 I~_� E-32 I E-87-A E-18 E-23A I _� []AS SUBMITTED STAIR 2 -- J� - - L AS NOTED Tu— � � __ I 1 E � �_ __� -]RESUBMIT r ,. n DAGE L O V E DP., L_E V E L S T O CUSTOMER SIGNATURE: DATE: E-13 5'-4" 3114, 4 27 E-11 E-4 E-9 E-10 SCALE � ( � " S C A L..E' 4 V 1 —Cl TRIMARK REP SIGNATURE: DATE: -� General Notes MAIN LEVL-L DINING- E-s1 � A C A L__l j „=',_�„ TO LOCATE PLANS ARE PREPARED FOR THE CONVENIENCE OF OTHERS L_._ 4 � TO LOCATE MECHANICAL POINTS OF CONNECTIONS FOR ELEV} C H E F S J FOOD5ERVICE EQUIPMENT, THEY ARE A5 ACCURATE AS CAN BE . DETERMINED AT THIS DATE. DISCREPANCIE5 MAY DEVELOP BETWEEN DIMENSIONS SHOWN FINISHED DIMEN51ON5, AND OFFICE YFE �� � � UTILITY CONNECTION/ROUGH-fN INFORMATION. R 7 E ti B `- O ` /� TRIMARK/UNITED-EAST 15 NOT RE5PON51BLE FOR ANY AREA ✓ UTILITY REQUIREMENTS REGARDING EXISTING EQUIPMENT f —-1 —— TO BE REUSED. IT 15 THE RESPONSIBILITY OF THE GENERAL D WALK-IN BEEF2/Y�INE CONTRACTOR AND ELECTRICAL, PLUMBING 4 HVAC CONTRACTORS J >11 I B O TO TO EN�EDPROPER CONSERVICE CTIONS REQUIREMENTS WITH E-75 WALK-IN COOLER j J C E-75-A UTILITY REQUIREMENTS REGAR©NG EQQUIPMENT NOT IN KITCHEN EQUIPMENT CONTRACT, IT 15 THE RESPONSIBILITY OF LIQUOR �` THE GENERAL CONTRACTOR AND ELECTRICAL, PLUMBING t NVAC STAIR 2 CONTRACTORS TO VERIFY 4 COORDINATE ALL SERVICE L STORAGE REQUIREMENTS WITH OWNER TO ENSURE PROPER CONNECTIONS. E-91-A _ ALL ELECTRICAL PLUMBING, AND MECHANICAL UTILITY B 1 �� /' — I '_ ____s REQUIREMENT IN�62MATION €.15TED ON THE FOOD5ERVICE PLANS, C1 ! 15 SUBJECT TO CHANGE, BASED UPON FINAL EQUIPMENT — — J I I PROP05AL SELECTED BY THE OWNER/AND OR CONTRACTOR. r 1 E-78 WALK-IN FREEZER € �'`OODSERVICE EQUIPMENT PLAN U P WALK-��Q LER WOMEN MEN . Electrical i J � COCKERS LOCKERS Connections E 77 P— 1 B09 B1 O PILE NAME: PRELIM--1 1 1 ` — ® ® —- QUOTE # 38123 ! 1 l 1 1 L 1 E-77-A I C� :D PROJECT #: 05-250 a \ O/ \O/ DRAWN BY: .i.IF�.DES►ROCI-1ERS CONTRACT REP. A.GOLDBERG / \ / (Oil PRINT DATE: 12.20.05 i PRINT SCALE: 1/4 1.-0'"" `Q ..�.._�' ..ram ❑ ✓ .•.a•. .•'• .. .� • "d q •' •'E.• _ :.V .- p > �, j • • d .r' - °' ' S(ICED NUMBER, •�• y Tn* 4at Ian Ito Its E-75-8 E-76-B0301L li E-77-B E-91-B I i i PLUMBING CONNECTIONS PLAN .� United East TdMwk Foodservice Design, Equipment and Supplies. �oodservice & Interior Design'...- EAST DINING 505 Collins Street South Attleboro, MA 02703 Fax: 508-751-3602 Phone; 800-556- 7338 i ! it rr www. trimarkusa . com i I I These Drawings are the sole property of Trihiark/United-East f� and are not to be used in whole or in part without H the expressed written consent of TriAfark/United-East. 1t Owner and all Contractors to check and verify existing dimensions I and conditions in the field before starting construction and to r` -� notify TriNfark/United-East of any material or detail changes. I 0 _ _ Oyster 4 \ 14" I �} 0 ♦ I ' / P-68 ® ° I f ; I o Ii111111111111 I Harbors P-fi8-Ab j I P-140c Club r I - P-1W o P-'°1 Osterville, MA � u1m�-ilsl � I llllllllllf111 I Rp I I -! I j o Illlli 111i1 �� o open ao 0 o IIIIII 1I11I � r Q� > IIIIII111iI1{ uz T a19 I 113i,1{�1i?I!f 3 S Si u ' S 1;L . IIIIfIRllllll 2„ llllllll:;lil P-%b ISSUE DATE DESCRIPTION OF ISSUE BY 14" 18" P-96 1O5 1IECIIANICAL QRAWING SET JRD 15 0 A 12/16 p- L7 "4 P-� B 12/21/05 FINAL MECHANICAL SET JRD P-64c P-4Bbb SEQVICE BAIL P 61 Ab a ° a P-46-A 4 „ SCALE I„_1,_C„ 11'4„ .4 P 53B I_ . P-53�b I COAT ` CLOSET ELEVATOR -80 1 02E n �� I KITCHEN $" 122 • I P Revisions P-42-A P 38 A P-42-Ab ISSUE DATE DESCRIPTION OF REVISION BY P-38-Ab P-42 P-46 P-48 �-----!' P-84 ' P-38 P-36 c P 4 ffi L_•...-.J I P-84c 2 (ry 9" '4'-fl" 12 5,_2„ P-46-Bpb �,-0„ ® ° 11{IIIIII lil I 3 23'-0" P-46-� 1i1111'i "I I ° i1lIIIE 311 I � R-51-A I 5 P-27 �/ ° r �./ rn P-51-Ab * e I 6 n /_ _ _ ° I P-51-A I TM? I P-51-Ab Illill I I11 I P-51 . Iu11I III I 8 111111111{!1 I g 1 /I \ ' I L_ _ 11 1'- P-29_ �` P-33 - -- -�-- P-88� - — ! E III I 1 i I { E i IIIIlIIII Ilf i ' II `'� co I ! I II I __... __..—_ It RK 1Z p � r � v `G� S 8 1 fl" 3Z 17'> 3" 33" 20" 12 I I I CC P-21 P-2fl P-2z P-32 j FOODSERVICE LAYOUT IS APPROVED: P-18 P-1ffi P-19 P-17 P-28 P-30 a P-17 P-31 I []AS SUBMITTED I P-89 -]AS NOTED r STAIR 2 I III ❑RESUB T L O W E�� LEVEL STO�ZA� � x I CUSSGMFR StC�lATi1RE: DATE- 4 17-fi" 2 2 24"4 12-2' P-3A P-7 P-63 SCALE: -L"=I'M0!! P-3 P-7c P-6A TRlMARK REP SIGNATURE: DATE P-3Ab P-7b P-6Bb ______ General Notes MAIN LEVEL DINiNG- _ A ;�`, TO LOCATE MECHANICAL MNT5 OF CONNECTIONS FOR ;r, THESE PLANS ARE PREPARED FOR THE CONVENIENCE OF OTHERS n c' i"=l'-O" ��. P-75 27" (' E E DETERMIED EQUIPMENT. THEY ARE A5 ACCURATE EV CAN BE H E �✓ DETERMINED AT THIS DATE. DISCREPANCIES MAY DEVELOP BETWEEN DIMEN51ON5 SHOWN .FINISHED DIMEN51ON51 AND OFFICE UTILITY CONNECTION/ROUGH-W INFORMATION. EMPLOYEE B B 0 7 AREA TRIMARK/UNITED-EAST 15 NOT RESPONSIBLE FOR ANY UTILITY REQUIREMENTS REGARDING EXISTING EQUIPMENT TO BE REUSED. IT IS THE RESPONSIBILITY OF THE GENERAL I n WALK-IN 6E:-R/WiNI= CONTRACTOR AND ELECTRICAL, PLUMBING t HVAC CONTRACTORS I 0 C LER TO VERIFY t COORDINATE ALL SERVICE REQUIREMENTS WITH I � I ^� OWNER TO ENSURE PROPER CONN�CTIDNS. WALK-IN CO Lf=R I TRIMARMNITED-EAST 15 NOT RESPONSIBLE FOR ANY UTILITY REQUIREMENTS REGARDING EQUIPMENT NOT IN KITCHEN EQUIPMENT CONTRACT. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND ELECTRICAL, PLUMBING E NVAC LIQUOR CONTRACTORS TO VERIFY 4 COORDINATE ALL SERVICE STAIR 2 REQUIREMENTS WITH OWNER TO ENSURE PROPER CONNECTIONS. STORAGE J u ALL ELECTRICAL PLUMBING, AND MECHANICAL UTILITY B O I __ __ _ REQUIREMENT5UJECTO CHANGE I BASED UPON FIINALFEQUP M NTE PLANS, ! C PROPOSAL SELECTED BY THE OWNER/AND OR CONTRACTOR. Li WALK-IN FREEZER $" FOODSERVICE P91 EQUIPMENT PLAN WALK-IN Q0QLa2 C� ��DMEN Plumbing UP V�OMEN ' LOCKERS.F Connections LOCKERS r i B09 B1 O FILE NAME: PRELIM-1 QUOTE 38123 1 I , i L PROJECT #: 05-250 T 0 DRAWN BY: JI.R.®ESIROCHERS I \0. ©. CONTRACT REP: A.GOL©BERG " l ` PRINT DATE: 12.20.05 P-77 1fi-fl EL1/4 7 .0 lull I PRINT SCALE: *�,- rr .. •a• y.• w .e• �. .,:, _ SHEET NUMBER: El 40 It I Ii z. SPECIAL CONDITIONS* PLAN ./ United �t Foodservice Design, Equipment and Supplies. Food.service & EAST DINING { Interior Des1 n ': 505 Collins Street South Attleboro MA 02703 Phone: 800-556-7338 Pax: 50$-761-3602 www. tr~imarkusa . com HThese Drawings are the sole property o£TriMark/United-East E� and are not to be used in whole or in part without __— the expressed written consent of Trulfark/United-East. WB _ o Owner and all Contractors to check and verify existing dimensions and conditions in the field before starting construction and to i n ! notify TriAlark/United-East of any material or detail.changes. 48 �' p Oyster ® I Harbors IIIfIII❑ I Club i # I WBp ° I p # # # # 1 W8 # fP asterville, MA ° # ,i 48"-96' �•, �� � i»11Ulf#»II I t I #II##»Illllll I � I # I Q ° ° Q ° ° ° o Ill#111ii11IIII • . Illlliflll{III c 27" ` 111i1i(IIliilil i s s i..F. e s j � e 111 it Illiii } I�'ii�lilll; I '• a I»ilii»'ilil ` VVB ip' E ISSUE DATE DESCRIPTION OF ISSUE BY 24"-72' ° A 12/16/05 MECHANICAL DRAWING SET JRD I B 12/21/05 FINAL MECHANICAL SET JRD i I WBY SI�VICE BA,{� SCALE: -L"=1'-0,, COAT31 CLOSET ELEVATOR jI 102E i KITCHEN I i { - ---- _ 122 I' :r i dE ,. I 3 R. eviS10ns ir3 f 1 � i l I --, ISSUE DATE DESCRIPTION OF REVISION BY I � I �- "1 # Al { L_-....,J # iI»ql�' 'Ei 1 3 W� 3ifi111ii Ii, # I 4 I 04 i - - - -- -` WB A Ili»1�i Ili # r j k)11i1111! f 7,-6» 24" ! g ( i I 111111111111 i - # ;I !25J I I # III»»» III I 0. If II I I _ _ ______ _____ --_ _- ____ _ ____ _--___ ; ► _; A p p r o v a 1 s 11 f 1 I EOODSERVICE LAYOUT IS APPROVED: I , WB WB i [:]AS SUBMITTED STAIR 2AS NOTED bw # I ❑ o --- I RE, ❑RESUBMIT n o: „ L O V E LEVEL STO �, AGE CUSTUIER SIGNATURE: DATE: 6-6 20 12 G WB �kl WB SCALE: 4"-1,-0„ TRIMARK REP SIGNATURE: DATE, General Notes MAIN LEVEL DINING- A ����' ��— ►-0�� THESE PLANS ARE PREPARED FOR THE CONVENIENCE OF OTHERS f` TO LOCATE MECHANICAL POINTS OF CONNECTIONS FOR 4 CHEF E F S FOODSERVICE EQUIPMENT, THEY ARE AS ACCURATE AS CAN BE ELEV. DETERMINED AT THIS DATE. DISCREPANCIES MAY DEVELOP OFFICE BETWEEN DIMENSIONS FI I ED.DIMENSIONS, AND UTILITY CONNECTlON/ROUGH-(N INFORMATION. EMPLOYEE e 807 AREA` TRIMARK/UNITED-EAST IS NOT RESPONSIBI E FOR ANY UT#CITY REQUIREMENTS REGARDING EXISTING EQUIPMENT r-- —— TO BE REUSED. 1T IS THE RESPONSIBILITY OF THE GENERAL B O Q I WALK-IN BEER/WINE CONTRACTOR AND ELECTR#CAL, PLUMBING 4 WAG CONTRACTORS Ll i L3 U COpt�R TO VERIFY 1 COORDINATE ALL SERVICE REQUIREMENTS WITH —— OWNER TO ENSURE PROPER CONNECTIONS. WALK-IN COOLER C TRIMARKNNITED-EAST IS NOT RESPONSIBLE FOR ANY L--I UTILITY REQUIREMENTS REGARDING EQUIPMENT NOT IN / KITCHEN EQUIPMENT CONTRACT. IT IS THE RESPONSIBILITY OF LIQUOR / THE GENERAL CONTRACTOR AND ELECTRICAL, PLUMBING 4 HVAC STAIR CONTRACTORS TO VERIFY t COORDINATE ALL SERVICE REQUIREMENTS WITH OWNER TO ENSURE PROPER CONNECTIONS. STORAGE _ D r _ _ ALL ELECTRICAL PLUMBING, AND MECHANICAL UTIL#TY B 013 / - IRSEQSUUi� c�r REQUIREMENT �NANGE I aASIED UPON FINAL PLANS, PROP05AL 5ELECTED 6t THE OWNER/AND OR CONTRACTOR. / WALK-IN FRZER 1 r FOODSERVICE EQUIPMENT f _ PLAN UP - WA IN CQQLh7 _ VOM EN MEN Special LOCKERS LOCKERS. Conditions FILE NAME: B09 B10 PRELIM-1 REMIGERA71 NJ UN S / I REF i _ I _ QUOTE # 38123 / i - I — L PROJECT #: 05-250 ,,,. �, .• - ' '`- __, r- -..` --- \ /� � � DRAWN BY: .)r R r D ES RO♦I�'1 E RJ CONTRACT REP: A.GOLDBERG (0, PRINT DATE: 12.20.05 / -- I _TT / '- —•-� -"' ' PRINT SCALE: "I/4"='1•-O" —�, —— ——,n ——d 1- - . . •,' , , : 6 . d; a SHEET NUMBER: * ♦ d f — -.-. ._ _ .. ♦.,• � fie .. -..' +. df• '., K * 501L OYSTER HARBORS CLUB 470 Grand Island Dr. Osterville-, f/ Town of Barnstable BOARD OF HEALTH John T.Norman Board of Health Donald A.Gaudagnoli,M.D. BARNIKMBLE. 1 F.P.(Thomas)Lee,. MA&16>9. 200 Main Street, Hyannis, MA 02601 Daniel Luczkow,M.D. Alt. # A Phone: (508) 862-4644 Fax: (508)790-6304 www.townofbarnstablems Permit to Operate a Food Establishment In accordance with regulations promulgated under authority of 105 CMR 590.000 M.G.L. Chapter 94 Sections 305A, 305B, 14E, 189 and 189A; Chapter 111, Sections 5 and 127A, a permit is hereby granted to: Permit No: 210 Issue Date: 01/01/2022 DBA: OYSTER HARBORS CLUB, INC. OWNER: OYSTER HARBOR CLUB, INC. Location of Establishment: 170 GRAND ISLAND DRIVE OSTERVILLE„ MA 02655 Type of Business Permit: FOOD SERVICE Annual: YES Seasonal: IndoorSeating: 350 OutdoorSeating: 80 Total Seating: 430 FEES FOOD SERVICE ESTABLISHMENT: $300.00 YEAR. 2022 RETAIL FOOD: COTTAGE FOOD OPERATION: Permit Expires: 12/31/2022 B&B- FULL BREAKFAST: CONTINENTAL BREAKFAST: - MOBILE-FOOD: MOBILE-ICE CREAM: C � FROZEN DESSERT: Thomas A. McKean, RS, CHO, Health Agent FOR ESTABLISHMENTS WITH SEATING: PERMIT IS NOT VALID UNLESS ISSUED IN CONJUNCTION WITH A COMMON VICTUALER LICENSE Restrictions: For Office • Initials: Town of Barnstable (� Date Paid 1 Amt Pd B"NST M : Inspectional Services y MASS. �i0tfp.a�� Public Health Division Check# Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 APPLICATION FOR PERMIT TO OPERATE A FOOD ESTABLISHMENT DATE NEW OWNERSHIP RENEWAL NAME OF FOOD ESTABLISHMENT: OBIS �L \ Q1)DCQ�� CAW ADDRESS OF FOOD ESTABLISHMENT: V G \A 1S -n tl MAILING ADDRESS(IF DIFFERENT FROM ABOVE)QIIO Cm xa- 11a u1 ,, N;am� IE.wt uzus J- E-MAIL ADDRESS: �Ucnyl O l� ��S~S�1Z'f�i►WO�LSC�V�J . (�R (� W TELEPHONE NUMBER OF FOOD ESTABLISHMENT: TOTAL NUMBER OF BATHROOMS: LO V� WELL WATER: YES NO- .. (ANNUAL WATER ANALYSIS REQUIRED) ANNUAL: SEASONAL: DATES OF OPERATIONk-A O�/JV/Ja NUMBER OF SEATS: INSIDE:,S�S- OUTSIDE: TOTAL: 0 SEATING: MUST OBTAIN A COMMON VICTUALLER'S LICENSE FROM LICENSING DIV. ***OUTSIDE DINING REMINDER*** OUTSIDE DINING,MUST BE APPROVED BY THE HEALTH DIV.AND LICENSING,AND MEET OUTSIDE DINING REQUIREMENTS. IS WAIT STAFF PROVIDED FOR OUTSIDE DINING?.gq.<_ IS AN AIR CURTAIN PROVIDED AT WAITSTAFF SERVICE DOOR(S)? _1rL5 TYPE OF ESTABLISHMENT: (PLEASE CHECK ALL THAT APPLY BELOW) V FOOD SERVICE RETAIL FOOD-ONLY required for TCS foods(foods requiring refrigeration/freezer) BED&BREAKFAST CONTINENTAL BREAKFAST COTTAGE FOOD INDUSTRY(formerly residential kitchen) MOBILE FOOD FROZEN DAIRY DESSERT MACHINES ... (MONTHLY LAB ANALYSIS REQUIRED) CATERING ... (CATERING NOTICE REQUIRED BEFORE EVENT(SEE PAGE#2) *** SEASONAL, MOBILE & NEW FOOD ONLY*** REQUIRED TO CALL HEALTH DIV.FOR INSPECTION PRIOR TO PERMIT BEING ISSUED PLEASE CALL 508-862-4644 Q:\Application FonnsTOODAPP 2020.doc 1 OWNER INFORMATION: FULL NAME OF APPLICANT SOLE OWNER: YES/NO D.O.B \ ` OWNER PHONE ADDRESS\, GVQ.tJd IS1anC� �L�VIL, , 1G�V \1L CORPORATE OWNER: \ CORPORATE ADDRESSA90 �WAA < 1a PERSON IN CHARGE OF DAILY OPERATIONS: List(2) Certified Food Protection Managers AND at least(1)Allergen Awareness Certified Staff All FOOD ESTABLISHMENTS must have 1 Certified Food Protection Manager PER SHIFT. **ATTACH COPIES OF CERTIFICATES** The Health Div. will NOT use past years' records. You must provide new copies and POST THE CERTIFICATES at your food establishment. Certified Food Managers Expiration Date Allergen Awareness Expiration Date lz 11.14M LaAx i%1��M `zn 2 SIGNA U �APLICANT DATE ***FOOD POLICY INFORMATION*** SEASONAL FOOD SERVICE: All seasonal food establishments,including mobile trucks must be inspected by the Health Div. prior to opening!! Please call Health Div.at 508-862-4644 to schedule your inspection. Please call at least(7)days in advance. FROZEN DAIRY DESSERTS: Frozen desserts must be tested by a State Certified lab prior to opening and monthly thereafter, with sample results submitted to the Health Div. Failure to do so will result in the suspension or revocation of your Frozen Dessert Permit until the above terms are met. CATERING POLICY: Anyone who caters within the Town of Barnstable must notify theTown by fax or mail prior to catering event. You must complete a catering notice found at http://www.townofbarnstable.us/healthdivision/applications.asp. OUTDOOR COOKING: Outdoor cooking,preparation,or display of any food product by a food establishment is prohibited. NOTICE: Permits run annually from January 1 st to Dec. 31't each calendar year. IT IS YOUR RESPONSIBILITY TO RETURN THE COMPLETED APPLICATION(S)AND REQUIRED FEES BY DEC 1 st. Q:\Application FormsTOODAPP REV3-2019.doc Town of Barnstable BOARD OF HEALTH John T.Norman Board of Health Donald A.Gaudagnoli,M.D. r- WkR N8rhmLL Paul J.Canniff,D.M.D. o 200 Main Street, Hyannis, MA 02601 F.P. Thomas Lee Alternate Phone: (508) 862-4644 Fax: (508)790-6304 www.townofbarnstable.us Permit to Operate a Food Establishment In accordance with regulations promulgated under authority of 105 CMR 590.000 M.G.L. Chapter 94 Sections 305A, 305B, 146, 189 and 189A; Chapter 111, Sections 5 and 127A, a permit is hereby granted to: Permit No: 210 Issue Date: 01/01/2021 DBA: OYSTER HARBORS CLUB, INC. OWNER: OYSTER HARBOR CLUB, INC. Location of Establishment: 170 GRAND ISLAND DRIVE OSTERVILLE„ MA 02655 Type of Business Permit: FOOD SERVICE Annual: YES Seasonal: IndoorSeating: 350 OutdoorSeating: 80 Total Seating: 430 FEES FOOD SERVICE ESTABLISHMENT: $300.00 YEAR. 2021 RETAIL FOOD: COTTAGE FOOD OPERATION: Permit Expires: 12/31/2021 B&B-FULL BREAKFAST: CONTINENTAL BREAKFAST: MOBILE-FOOD: MOBILE-ICE CREAM: C,� FROZEN DESSERT: Thomas A. McKean, IRS, CHO, Health Agent FOR ESTABLISHMENTS WITH SEATING: PERMIT IS NOT VALID UNLESS ISSUED IN CONJUNCTION WITH A COMMON VICTUALER LICENSE Restrictions: For Office Use Only; Initials: Town of Barnstable Date Paid�� 29AmtI'd$ , MAM. : Inspectional Services � � a 1� Y MA9S. $' 4' i639. A Public Health Division ACED MAC Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 APPLICATION FOR PERMIT TO OPERATE A FOOD ESTABLISHMENT DATE\� NEW OWNERSHIP RENEWAL NAME OF FOOD ESTABLISHMENT: ADDRESS OF FOOD ESTABLISHMENT: \y IV MAILING ADDRESS(IF DIFFERENT FROM ABOVE) .E-MAIL ADDRESS: LJ63C 4�IQ�1V Q L�S��\Z—�TG.Q �SGL D]�-- c TELEPHONE NUMBER OF FOOD ESTABLISHMENT:,�1q:)y-�� l TOTAL NUMBER OF BATHROOMS: mil/ WELL WATER: YES NO ..(ANNU L WATER ANALYSIS REQUIRED) ANNUAL: SEASONAL: DATES OF OPERATION:q—/1/21 TO Q-/3L/J-1 NUMBER OF SEATS: INSIDE:-q� OUTSIDE: TOTAL: SEATING: MUST OBTAIN A COMMON VICTUALLER'S LICENSE FROM LICENSING DIV. ***OUTSIDE DINING REMINDER*** OUTSIDE DINING MUST BE APPROVED BY THE HEALTH DIV.AND LICENSING,AND MEET OUTSIDE DINING REQUIREMENTS. IS WAIT STAFF PROVIDED FOR OUTSIDE DINING?�A IS AN AIR CURTAIN PROVIDED AT WAITSTAFF SERVICE DOOR(S)? TYPE OF ESTABLISHMENT: (PLEASE CHECK ALL THAT APPLY BELOW) FOOD SERVICE RETAIL FOOD-ONLY required for TCS foods(foods requiring refrigeration/freezer) BED&BREAKFAST CONTINENTAL BREAKFAST COTTAGE FOOD INDUSTRY(formerly residential kitchen) MOBILE FOOD FROZEN DAIRY DESSERT MACHINES ... (MONTHLY LAB ANALYSIS REQUIRED) CATERING ... (CATERING NOTICE REQUIRED BEFORE EVENT(SEE PAGE#2) *** SEASONAL,MOBILE & NEW FOOD ONLY*** REQUIRED TO CALL HEALTH DIV.FOR INSPECTION PRIOR TO PERMIT BEING ISSUED PLEASE CALL 508-862-4644 QAApphcation FonnsTOODAPP 2020.doc OWNER INFORMATION: 11\\,,�� OWE- � �q, \1r/ FULL NAME OF APPLICANT�A�tL\ Ca-� 1 \ o E- —S)W(,,WkAo, 1`e FICA\ SOLE OWNER: YES/NO D.O.B --- OWNER PHONE# ADDRESS ` ID L2J (l) 1 ks\Qs-� CORPORATE OWNER: //� n—n—ll �\\,,��,� ` CORPORATE ADDRESSA 1b L zah& \C,IOh� u t dty�\�>✓ C'l�T U�IU� PERSON IN CHARGE OF DAILY"OPERATIONS: �1JLJLJ� �� List(2) Certified Food Protection Managers AND at least(1)Allergen Awareness Certified Staff All FOOD ESTABLISHMENTS must have 1 Certified Food Protection Manager PER SHIFT. **ATTACH COPIES OF CERTIFICATES** The Health Div. will NOT use past years' records. You must provide new copies and POST THE CERTIFICATES at your food establishment. Certified Food Managers Expiration Date Allergen Awareness Expiration Date cAes \ o m x,, 1.�C�\a U))ak\0 a. am OW 0 anq SIG AT OF APPLICANT DATE ***FOOD POLICY INFORMATION*** SEASONAL FOOD SERVICE: All seasonal food establishments,including mobile trucks must be inspected by the Health Div. prior to opening!! Please call Health Div.at 508-862-4644 to schedule your inspection. Please call at least(7)days in advance. FROZEN DAIRY DESSERTS: Frozen desserts must be tested by a State Certified lab prior to opening and monthly thereafter, with sample results submitted to the Health Div. Failure to do so will result in the suspension or revocation of your Frozen Dessert Permit until the above terms are met. CATERING POLICY: Anyone who caters within the Town of Barnstable must notify theTown by fax or mail prior to catering event. You must complete a catering notice found at httv://www.townofbarnstable.us/healthdivision/applications.asy. OUTDOOR COOKING: Outdoor cooking,preparation,or display of any food product by a food establishment is prohibited. NOTICE: Permits run annually from January I st to Dec.3 V each calendar year. IT IS YOUR RESPONSIBILITY TO RETURN THE COMPLETED APPLICATIONS)AND REQUIRED FEES BY DEC 1st. Q:\Application FonnsTOODAPP REV3-2019.doc 4 + BOARD OF HEALTH Town of Barnstable John T.Norman Board of Health Donald A.Gaudagnoli,M.D. BARNSTABLK : Paul J.Canniff,D.M.D. 16596 200 Main Street, Hyannis, MA 02601 F.P. Thomas Lee Alternate a Phone: (508) 862-4644 Fax: (508)790-6304 www.townofbarnstable.us Permit to Operate a Food Establishment In accordance with regulations promulgated under authority of 105 CMR 590.000 M.G.L. Chapter 94 Sections 305A, 3056, 146, 189 and 189A; Chapter 111, Sections 5 and 127A, a permit is hereby granted to: Permit No: 210 Issue Date: 12/10/2019 DBA: OYSTER HARBORS CLUB, INC. - OWNER: OYSTER HARBOR CLUB, INC. Location of Establishment: 170 GRAND ISLAND DRIVE OSTERVILLE, MA 02655 Type of Business Permit: FOOD SERVICE Annual: YES Seasonal: IndoorSeating: 350 OutdoorSeating: 80 Total Seating: 430 FEES FOOD SERVICE ESTABLISHMENT: $300.00 YEAR. 2020 RETAIL FOOD: COTTAGE FOOD OPERATION: Permit Expires: 12/31/2020 B&B-FULL BREAKFAST: CONTINENTAL BREAKFAST: MOBILE-FOOD: MOBILE-ICE CREAM: G FROZEN DESSERT: Thomas A. McKean, RS, CHO, Health Agent TOBACCO SALES: FOR ESTABLISHMENTS WITH SEATING: PERMIT IS NOT VALID UNLESS ISSUED IN CONJUNCTION WITH A COMMON VICTUALER LICENSE Restrictions: For Office Use Only: Initials: '"E'°'a Town of Barnstable a , Date Paid BAMSTABLE). Inspectional Services �98' Check# �^ol�g oC�� 'b39 Public Health Division ` QED MAC s Thomas McKean, Director �( /�1 Y 200 Main Street,Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 J. APPLICATION FOR PERMIT TO OPERATE AFOOD ESTABLISHMENT DATE I, 5-t�i NEW OWNERSHIP RENEWAL,/ NAME OF FOOD ESTABLISHMENT: M�tEz' ADDRESS OF FOOD ESTABLISHMENT: IU Lm`1��1\� , 1 You �C.� V C i Vt J `�J11�� i►�-t UnJI� � MAILING ADDRESS(IF DIFFERENT FROM ABOVE): E-MAIL ADDRESS: ��� U"����„L V�A�J���\�� •dJL� TELEPHONE NUMBER OF FOOD ESTABLISHMENT: � � ��� TOTAL NUMBER OF BATHROOMS: U WELL WATER: YES NO V/.. (ANNUAL WATER ANALYSIS REQUIRED) ANNUAL: SEASONAL: Z DATES OF OPERATION /3rI'OG/3/1) NUMBER OF SEATS: INSIDE:531 `D OUTSIDE: 'D D TOTAL: _ 3 SEATING: MUST OBTAIN A COMMON VICTUALLER'S LICENSE FROM LICENSING DIV. ***OUTSIDE DINING REMINDER*** OUTSIDE DINING MUST BE APPROVED BY THE HEALTH DIV.AND LICENSING,AND MEET OUTSIDE DINING REQUIREMENTS. (� IS WAIT STAFF PROVIDED FOR OUTSIDE DINING?9n IS AN AIR CURTAIN PROVIDED AT WAITSTAFF SERVICE DOOR(S)? TYP + OF ESTABLISHMENT: (PLEASE CHECK ALL THAT APPLY BELOW) FOOD SERVICE RETAIL FOOD-ONLY required for TCS foods(foods requiring refrigeration/freezer) BED&BREAKFAST CONTINENTAL BREAKFAST COTTAGE FOOD INDUSTRY(formerly residential kitchen) MOBILE FOOD FROZEN DAIRY DESSERT MACHINES ... (MONTHLY LAB ANALYSIS REQUIRED) CATERING ... (CATERING NOTICE REQUIRED BEFORE EVENT(SEE PAGE#2) *** SEASONAL,MOBILE & NEW FOOD ONLY*** REQUIRED TO CALL HEALTH DIV.FOR INSPECTION PRIOR TO PERMIT BEING ISSUED PLEASE CALL 508-862-4644 ~ QAApplication FormsTOODAPF 2020.doc OWNER INFORMATION: \ 1 (�-.� FULL NAME OF APPLICANT N� Akt ��(,Q S �,V� I�LJlJL9 SOLE OWNER: YES/NO D.O.B \�h OWNER PHON/E�#A, ' // 1(� r� ADDRESS � IE ) dJI��"/lL.�,b�!C'r� ����1� �� cyjJ J� CORPORATE OWNER: l (� r �/� ,� f ��, CORPORATE ADDRESS: t llrl v � v� \,1�� ���.lL, PERSON IN CHARGE OF DAILY OPERATIONS: List (2) Certified Food Protection Managers AND at least(1)Allergen Awareness Certified Staff All FOOD ESTABLISHMENTS must have 1 Certified Food Protection Manager PER SHIFT. **ATTACH COPIES OF CERTIFICATES** The Health Div. will NOT use past years' records.You must provide new copies and POST THE CERTIFICATES at your food establishment. Certified Food Managers Expiration Date Allergen Awareness Expiration Date 1.V�arz� Lan& 1 /M 111. I V-� aD QM1 �® SIGNAT O'bPPLICANT DATE ***FOOD POLICY INFORMATION*** SEASONAL FOOD SERVICE: All seasonal food establishments,including mobile trucks must be inspected by the Health Div. prior to ovenine!! Please call Health Div.at 508-862-4644 to schedule your inspection. Please call at least(7)days in advance. FROZEN DAIRY DESSERTS: Frozen desserts must be tested by a State Certified lab prior to opening and monthly thereafter, with sample results submitted to the Health Div. Failure to do so will result in the suspension or revocation of your Frozen Dessert Permit until the above terms are met. CATERING POLICY: Anyone who caters within the Town of Barnstable must notify theTown by fax or mail prior to catering event. You must complete a catering notice found at http://www.townofbarnstable.us/heaIthdivision/appIications.asp. OUTDOOR COOKING: Outdoor cooking,preparation,or display of any food product by a food establishment is prohibited. NOTICE: Permits run annually from January 1st to Dec.31s1 each calendar year. IT IS YOUR RESPONSIBILITY TO RETURN THE COMPLETED APPLICATION(S)AND REQUIRED FEES BY DEC 1st. Q:Wpplication FormsTOODAPP REV3-2019.doc BOARD OF HEALTH Town of Barnstable Paul J Canniff,D.M.D. Board of Health Donald A.Gaudagnoli,M.D. 6A3ih3TAiS1L John T.Norman 7 A&'�"�$� F.P. Lee Alternate 7 . 200 Main Street, Hyannis, MA 02601 Thomas �rFar ° Phone: (508) 862-4644 Fax: (508)790-6304 www.townofbarnstablems Permit to Operate a Food Establishment In accordance with regulations promulgated under authority of 105 CMR 590.000 M.G.L. Chapter 94 Sections 305A, 305B, 146, 189 and 189A; Chapter 111, Sections 5 and 127A, a permit is hereby granted to: Permit No: 210 Issue Date: 12/20/18 DBA: OYSTER HARBORS CLUB, INC. OWNER: OYSTER HARBOR CLUB, INC. Location of Establishment: 170 GRAND ISLAND DRIVE OSTERVILLE MA 02655 Type of Business Permit: FOOD SERVICE Annual: YES Seasonal: IndoorSeating: 350 OutdoorSeating: 80 Total Seating: 430 FEES FOOD SERVICE ESTABLISHMENT: $300.00 YEAR: 2019 RETAIL FOOD: COTTAGE FOOD OPERATION: Permit Expires: 12/31/2019 B&B-FULL BREAKFAST: CONTINENTAL BREAKFAST: - -- - - MOBILE- FOOD: MOBILE-ICE CREAM: a� FROZEN DESSERT: Thomas A. McKean, RS, CHO, Health Agent TOBACCO SALES: FOR ESTABLISHMENTS WITH SEATING: i PERMIT IS NOT VALID UNLESS ISSUED IN CONJUNCTION WITH A COMMON VICTUALER LICENSE I Restrictions: /06/2018 22:33 FAX [A001/001 ��"" J,�jI� �� � 1V 1• 1N' For on! 11 Initials: x Town of Barnstable Inspectional Services 4 MR9 Amtu$ C Public Health Division l' Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Offs= 508-862-4644 F= 508-790-6304 APPLICATION FOR PERMIT TO OPERATE A,FOOD ESTABLISHMENT DATE Z' r 7 NEW OWNERSHIP RENEWAL NAME OF FOOD ESTABLISHMENT: ADDRESS OF FOOD ESTABLISHMENT: 1-7 D ��MLLjL M� MAILING ADDRESS(IF DIFFERENT FROM AROVE): E-MAIL ADDRESS: J0?A M 0,4 p +tr TELEPHONE NUMBER OF FOOD ESTABLISHMENT: TOTAL NUMBER OF BATHROOMS: (D WELL WATER:YES NO :/ ... (ANNUAL WATER ANALYSIS REQUIRED) ANNUAL: SEASONAL: DATES OF OPERATION:SJ 1 F/j5 TO I� C S/ NUMBER OF SEATS: INSIDE: -6 D OUTSIDE: C7 TOTAL: XD SEATING: MUST OBTAIN A COMMON VICTUALLER'S LICENSE FROM LICENSING DIV. 'OUTSIDE REUNG REMINDER*** OUTSIDE DING.MUST 11E APPROVED BY THE HEALTH DN.AND LWANSING,AND MEET OUTSIDE DINlyp REQUIREMENTS. IS WAIT STAFF PROVIDED FOR OUTSIDE DINING? IS AN AIR CURTAIN PROVIDED AT WAITSTAFF SERVICE DOOR(S)? � TYPE OF ESTABLISHMENT: (PLEASE CHECK ALL THAT APPLY BELOW) V/FOOD SERVICE RETAEL FOOD-ONLY required for TCS foods(foods requiring rotMgeration/freezer) BED&BREAKFAST ,r _CONTINENTAL BREAKFAST COTTAGE FOOD INDUSTRY(formerly residential,kitchen) MOBILE FOOD FROZEN DAIRY DESSERT MACHINES...(MONTHLY LAB ANALYSIS REQUIRED) CATERING...(CATERING NOTICE REQUIRED BEFORE EVENT(SEE PAGE#2) TOBACCO SALES...(ANNUAL TOBACCO SALES APPLICATION REQUIRED) *** SEASONAL.MOB[LE&NEW FOOD ONLY*** REQUIR&D TO CALL HFALTH DIV,FOR INSPECTION PRIOR TO PERMIT BEING ISSUED QAApplicadm FonmtF00DAFMEV2018Aw r f TIME Initials: o� Town of Barnstable Date Paid lot 1wAmt Pd$(3n— > MARK Y Inspectional Services 9`b'r1630�' Check# Public Health Division Thomas McKean, Director Lct�� 200 Main Sheet,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 1APPLICATION FOR PERMIT TO OPERATE A FOOD ESTABLISHMENT DATE ' 1 NEW OWNERSHIP RENEWAL NAME OF FOOD ESTABLISHMENT: b 1� G2,P�Slb tiSLAnr) 2-a,�l� ADDRESS OF FOOD ESTABLISHMENT: t!&&t E?,\,t >�{� C`a_,Ai5 MAILING ADDRESS(IF DIFFERENT FROM ABOVE): E-MAIL ADDRESS: (` �M'F1�1 TELEPHONE NUMBER OF FOOD ESTABLISHMENT: TOTAL NUMBER OF BATHROOMS: WELL WATER: YES NO ✓ ... (ANNUAL WATER ANALYSIS REQUIRED) ANNUAL: SEASONAL: DATES OF OPERATION: / 5/11TO / / NUMBER OF SEATS: O S INSIDE• OUTSIDE:��TOTAL: O SEATING: MUST OBTAIN A COMMON VICTUALLER'S LICENSE FROM LICENSING DIV. ***OUTSIDE DINING REMINDER*** OUTSIDE DINING,MUST BE APPROVED BY THE HEALTH DIV.AND LICENSING,AND MEET OUTSIDE DINING REQUIREMENTS. IS WAIT STAFF PROVIDED FOR OUTSIDE DINING? CG IS AN AIR CURTAIN PROVIDED AT WAITSTAFF SERVICE DOOR(S)? TYPE OF ESTABLISHMENT: (PLEASE CHECK ALL THAT APPLY BELOW) FOOD SERVICE RETAIL FOOD-ONLY required for TCS foods(foods requiring refrigeration/freezer) BED&BREAKFAST CONTINENTAL BREAKFAST COTTAGE FOOD INDUSTRY(formerly residential kitchen) MOBILE FOOD FROZEN DAIRY DESSERT MACHINES ... (MONTHLY LAB ANALYSIS REQUIRED) CATERING... (CATERING NOTICE REQUIRED BEFORE EVENT(SEE PAGE#2) TOBACCO SALES ... (ANNUAL TOBACCO SALES APPLICATION REQUIRED) *** SEASONAL, MOBILE & NEW FOOD ONLY*** REQUIRED TO CALL HEALTH DIV.FOR INSPECTION PRIOR TO PERMIT BEING ISSUED 11AApp1ication Fo.,\F00DAPPREV2118.1oc PLEASE CALL 508-862-4644 OWNER INFORMATION: FULL NAME OF APPLICANT Q SOLE OWNER: YES/NO D.O.B OWNER PHONE #50 ADDRESS 1lJ Q��� CORPORATE OWNER: FEDERAL ID NO. : O�A ^7) CORPORATE ADDRESS: Guy)L is\fly D.ayCr, `Jib,' u �C �-A PERSON IN CHARGE OF DAILY OPERATIONS: List (2) Certified Food Protection Managers AND at least (1)Allergen Awareness Certified Staff All FOOD ESTABLISHMENTS must have 1 Certified Food Protection Manager PER SHIFT. **ATTACH COPIES OF CERTIFICATES** The Health Div. will NOT use past years' records. You must provide new copies and POST THE CERTIFICATES at your food establishment. Certified Food Managers Expiration Date Allergen Awareness Expiration Date JL ) 4-0 /Q9 2. 10 /k A 2/ /1-5 SIGNA OF LICANT DATE ***FOOD POLICY INFORMATION*** SEASONAL FOOD SERVICE: All seasonal food establishments,including mobile trucks must be inspected by the Health Div. prior to opening!! Please call Health Div. at 508-862-4644 to schedule your inspection. Please call at least(7)days in advance. FROZEN DAIRY DESSERTS: Frozen desserts must be tested by a State Certified lab prior to opening and monthly thereafter, with sample results submitted to the Health Div. Failure to do so will result in the suspension or revocation of your Frozen Dessert Permit until the above terms are met. CATERING POLICY: Anyone who caters within the Town of Barnstable must notify theTown by fax or mail prior to catering event. You must complete a catering notice found at http://www.townofbarnstable.us/healthdivision/applications.as]). OUTDOOR COOKING: Outdoor cooking,preparation,or display of any food product by a food establishment is prohibited. TOBACCO ESTABLISHMENTS: All tobacco establishments must complete an Application for Tobacco Sales Permit and Employee Signature Form. NOTICE: Permits run annually from January 1st to Dec.3 1"each calendar year. IT IS YOUR RESPONSIBILITY TO RETURN THE COMPLETED APPLICATION(S)AND REQUIRED FEES BY DEC 1 st. QAApphcation FormsTOODAPPREV2018.doc l oFI"He r TOWN OF BARNSTABLE HEALTH INSPECTOR'S Establishment Name: Date: Page: Of r OFFICE HOURS PUBLIC HEALTH DIVISION 8:00-9:30 A.M. BARNSTABLE. ` 200 MAIN STREET 3:30-4:30 P.M. Item Code C-Critical Item DESCRIPTION OF VIOLATION/PLAN OF CORRECTION Date Verified 9 MASS'9. `0$ - HYANNIS, MA 02601 MON.-FRI. No Reference R-Red Item PLEASE PRINT CLEARLY �Prtn eA 508-862-4644 FOOD ESTABLISHMENT INSPECTION REPORT Name b Date �� Tvue of Inspection 'p Rou' Address Risk Food Servi Re-inspection Level Previous Inspection L �� Telephone Residential Kitchen Date: Mobile Pre-operation j Owner HACCP Y/N Temporary Suspect Illness V�C '� Caterer General Complaint X"d ki-&, Person in Charge(PIC) Time Bed&Breakfast HACCP i p.�1 i d�JL/tr �- In: 1t + t® Other f Inspector Out:.,v.3 4 0 ►11.r✓Ste" C°.�t,2P.� /�t.C�'o.,1/� I�i-r' 3 Each violation checked equires an explanation on the narrative page(s)and a citation of specific provision(s)violated. 14ZLzegr Violations Related to Foodborne Illness Interventions and Risk Factors Red Items �-- ( ) Anti-Choking 590.009(E) ❑ Violations marked may pose an imminent health hazard and require immediate corrective Tobacco 590.009(F) ❑ �✓Action �, L✓GQ2_..G�1� - as determined by the Board of Health. Allergen Awareness 590.009(G) FOOD PROTECTION MANAGEMENT ❑ 12.Prevention of Contamination from Hands �S ✓ JA ❑ 1.PIC Assigned/Knowledgeable/Duties ❑ 13.Handwash Facilities / •1L L EMPLOYEE HEALTH PROTECTION FROM CHEMICALS O✓ �t 7 --� S��fG nL %+'( ❑ 2.Reporting of Diseases by Food Employees and PIC ❑ 14.Approved Food or Color Additives ❑ 3.Personnel with Infectious Restricted/Excluded ❑ 15. Toxic Chemicals ZA^- - FOOD FROM APPROVED SOURCE TIME/TEMPERATURE CONTROLS(Potentially Hazardous Foods) /1 ❑4.Food and Water from Approved Source ❑ 16.Cooking Temperatures 1AAA ?,I ❑ 5.Receiving/Condition ❑ 17.Reheating ❑6.Tags/Records/Accuracy of Ingredient Statements ❑ 18.Cooling ❑ 7.Conformance with Approved Procedures/HACCP Plans ❑ 19.Hot and Cold Holding Z 20.Time As a Public Health Control PROTECTION FROM CONTAMINATION ❑ �f ❑8. paration/Segregation/Protection REQUIREMENTS FOR HIGHLY SUSCEPTIBLE POPULATIONS(HSP) 9.Food Contact Surfaces Cleaning and Sanitizing ❑ 21.Food and Food Preparation for HSP t A r ❑ 10.Proper Adequate Handwashing CONSUMER ADVISORY ❑ 11.Good Hygienic Practices ❑ 22.Posting of Consumer Advisories LO Violations Related to Good Retail Practices(Blue Items) Total Number of Critical Violations iQ� t Ct Critical(C)violations marked must be corrected immediately. (blue&red items) Corrective Action Required: Y ❑ No ❑ Yes Non-critical(N)violations must be corrected immediately or W I� l within 90 days as determined by the Board of Health. Overall RatingVoluntary Com ❑ ry Compliance p ❑ Employee Restriction/Exclusion ❑ Re-inspection Scheduled ❑ Emergency Suspension C N Official Order for Correction:Based on an inspection today,the items checked indicate violations of 105 CMR 590.000/Federal Food Code. ❑ Embargo ❑ Emergency Closure ❑ Voluntary Disposal ❑ Other: 23.Management and Personnel (FC-2)(590.003) This report,when signed below by a Board of Health member or its agent A=Zero critical violations and no more than 3 non-critical violations. F=3 or more critical violations.9 or more non-critical violations, 24.Food and Food Preparation (FC-3)(590.004) constitutes an order of the Board of Health. Failure to correct violations B=One critical violation and less than 4 non-critical violations regardless of the number of critical,results in an F. 25.Equipment and Utensils (FC-4)(590.005) cited in this report may result in suspension or revocation of the food 26.Water,Plumbing and Waste (FC-5)(590.006) establishment permit and cessation of food establishment operations. If if no critical violations observed,4 to 6von-critical violations=B. Seriously Critical Violation=F is scored automatically if: no hot 27.Physical Facility (FC-6)(590.007) aggrieved by this order,you have a right to a hearing. Your request must C=2 critical violations and less than 9 non-critical. If no critical water,sewage back-up,infestation of rodents or insects,or lack of ( )( ) be in writing and submitted to the Board of Health at the above address violations observed,7 to 8 non-critical violations. If 1 critical refrigeration. 28.Poisonous or Toxic Materials FC-7 590.008 g = 29.Special Requirements (590.009) within 10 days of receipt of this order. violation,4 to 8non-critical violations C. 30.Other DATE OF RE-INSPECTION: Inspector' ture Print: 31.Dumpster screened from public view / Permit Posted? ✓Y N Grease Trap Previous Pumping Date Grease Rendered Y N #Seats Observed Frozen Dessert Machines: Outside Dining Y N PIC's Signatur Print: Self Service Wait Service Provided Grease Trap Size Variance Letter Posted Y N Dumpster Screen? Y N Violations related to Foodborne Illness Violations Related to Foodborne Illness Interventions Interventions and Risk Factors(Red Items 1-22) and Risk Factors(Red Items 1-22) (Cont.) ► " FOOD PROTECTION MANAGEMENT PROTECTION FROM CONTAMINATION PROTECTION FROM CHEMICALS 3-501.14(C) PHFs Received at Temperatures According to 1 590.003(A) I Assignment of Responsibility* 8 Cross-contamination 14 Food or Color Additives Law Cooled to 41°F/45°F Within 4 Hours* 590.003(B) Demonstration of Knowledge* 3-302.11(A)(1) Raw Animal Foods Separated from 3-202.12.'. Additives* 3-501.15 Cooling Methods for PHFs Cooked and RTE Foods.* - * 19 PHF Hot and Cold Holding - - 2-103.11 Person-in-Charge Duties 3-302.14 Protection from Unapproved Additives - Contamination from Raw Ingredients 15 Poisonous or Toxic Substances 3-501.16(B) Cold PHFs Maintained At or Below 41°F/45°F EMPLOYEE HEALTH 3-302.11(A)(2) Raw Animal Foods Separated from Each 7-101.11 Identifying Information-Original Containers* 590.004(F)- 590.003(C) Responsibility of the Person-in-Charge to 7-102.11 Common Name-Working Containers* Other* 3-501.16(A) Hot PHFs Maintained At or Above 140°F* 2 i Require Reporting by Food Employees and Contamination from the Environment 3-501.16(A) Roasts Held At or Above 130°F* * 7-201.11 Separation-Storage* Applicants 3-302.11(A) Food Protection* 20 Time as a Public Health Control 7-202.11 Restriction-Presence and Use* 590.003(F) Responsibility of A Food Employee or An _ 3-302.15 Washing Fruits and Vegetables 3-501.19 Time as a Public Health Control* Applicant To Report To The Person In Charge* * 7.202.12 Conditions of Use* 590.004 I1 Variance Requirements 3-304.11 Food Contact with Equipment and Utensils * ( ) 9 590.003(G) Reporting by Person in Charge* _ 7-203.11 Toxic Containers-Prohibitions Contamination from the Consumer 3 590.003(D) Exclusions and Restrictions* 7-204.11 Sanitizers,Criteria-Chemicals* REQUIREMENTS FOR 3-306.14(A)(B)Returned Food and Reservice of Food* 7-204.12 Chemicals for WashingProduce,Criteria* HIGHLY SUSCEPTIBLE POPULATIONS HSP �590.003(E) Removal of Exclusions and Restrictions Disposition of Adulterated or Contaminated � � - Food 7.204.14 Drying Agents,Criteria* 21 3-801.11(A) Unpasteurized Pre=Packaged Juices and FOOD FROM APPROVED SOURCE 3-701.11 Discarding or Reconditioning Unsafe Food* 7-205.11 Incidental Food Contact,Lubricants* Beverages with Warning Labels* -- 4 Food and Water From Regulated Sources g Food Contact Surfaces 7-206.11 Restricted Use Pesticides,Criteria* 3-801.1103) Use of Pasteurized Eggs* 590.004(A-B) Compliance with Food Law* * 3-801.11(D) Raw or Partially Cooked Animal Food and - - 4-501.111 Manual Wazewashing-Ho[Water 7.206.12 Roden[Bait Stations 3-201.12 Food in a HermeticallySealed Container* Sanitization Temperatures* Raw Seed Sprouts Not Served* P 7-206.13 Tracking Powders,Pest Control and 3-201.13 Fluid Milk and Milk Products* 4-501.112 Mechanical Wazewashing-Hot Water Monitoring* 3-801.11(C) Unopened Food Package Not Re-Served* 3-202.13 Shell Eggs*- Sanitization Temperatures* TIMEITEMPERATURE CONTROLS 3-202.14 Eggs and Milk Products,Pasteurized* 4-501.114 Chemical Sanitization-Temp.,pH. 16 Proper Cooking Temperatures for PHFs - CONSUMER ADVISORY 3-202.16 Ice Made From Potable Drinking Water* Concentration and Hardness* 3-401.11A(1)(2) Eggs-155°F 15 sec 22 3-603.11 Consumer Advisory Posted for Consumption of 4-601.11(A) Clean Utensils and Food Contact Surfaces of Equipment Eggs-Immediate Service 145°F 15 sec* Animal Foods That are Raw,Undercooked or 5-101.11. Drinking Water from.an Approved System* * gg Not Otherwise Processed to Eliminate 590.006(A) Bottled Drinking Water* 3-401.11(A)(2) Comminuted Fish,Meats&Game Pathogens* Ef criw 11112001 4-602.11 Cleaning Frequency of Utensils and Food 590.006(B) Water Meets Standards in 310 CMR 22.0* Contact Surfaces of Equipment* Animals-155°F 15 sec* 3-302.13 Pasteurized Eggs Substitute for Raw Shell Shellfish and Fish From an Approved Source _ - - 3-401.11(B)(1)(2) Pork and Beef Roast-130°F 121 min* Eggs* 4-702.11 Frequency of Sanitization of Utensils and Food 3-401.11(A)(2) I Ratites,Injected Meats-155°F 15 sec* 3-201.14 Fish and Recreationally Caught Molluscan Contact Surfaces of Equipment* Shellfish* 3-401.11(A)(3) Poultry,Wild Game,Stuffed PHFs SPECIAL REQUIREMENTS 4-703.11 Methods of Sanitization-Hot Water and Stuffing Containing Fish,Meat,Poultry or 590.009(A)-(D) Violations of Section 590.009(A)-(D)in cater- 3-201.15 Molluscan Shellfish from_NSSP Listed Chemical* Ratites-165°F 15 sec* Sources* ing,mobile food,temporary and residential 10 Proper,Adequate Handwashing 3-401.11(C)(3) Whole-muscle,Intact Beef Steaks 145°F* kitchen operations should be debited under Game and Wild Mushrooms Approved By P2401.11 Clean Condition-Hands and Arms* Regulatory Authority 3-401.12 Raw Animal Foods Cooked in a Microwave the appropriate sections above if related to 3-202.18 Shellstock Identification Present* Cleaning Procedure* 165°F* foodbome illness interventions and risk factors. * When to Wash* 3-401.11 A 1 6 All Other PHFs-145°F 15 sec* Other 590.009 violations relating to good retail 590.004(C) Wild Mushrooms ( )( )( ) 3-201.17 Game Animals* 11Good Hygienic Practices 17 Reheating for Hot Holding practices should be debited under#29-Special Eatin Drinkin or Usin Tobacco* * Requirements. $ Receiving/Conditiong, g g 3-403.11(A)&(D) PHFs 165°F 15 sec3-202.11 PHF's Received at Proper Temperatures* . Discharges From the Eyes,Nose and Mouth* 3-403.11(B) Microwave-165°F 2 Minute Standing Time* VIOLATIONS RELATED TO GOOD RETAIL PRACTICES * 3-301.12 Preventing Contamination When Tasting* 3-403.11 C * (Blue Items 23-30) 3-202.15 Package Integrity ( ) Commercially Processed RTE Food-140°F Critical and non-critical violations,which do not relate to the foodborne 3-101.11 Food Safe and Unadulterated* 12 Prevention of Contamination from Hands 3-403.11(E) Remaining Unsliced Portions of Beef Roasts* illness interventions and risk factors listed above,can be found in the 6 Tags/Records:Shellstock 590.004(E) Preventing Contamination from Employees* 18 Proper Cooling of PHFs following sections of the Food Code and 105 CMR 590.000 13 Handwashing Facilities 3-202.18 Shellstock Identification* 3-501.14(A) Cooling Cooked PHFs from 140°F to 70°F * Conveniently Located and Accessible Within 2 Hours and From 70°F to 41°F/45°F Item Good Retail Practices FC 590.000 3-203.12 Shellstock Identification Maintained Within 4 Hours* 23. Management and Personnel FC-2 .003 Tags/Records:Fish Products 5-203.11 Numbers and Capacities* * 5-204.11 Location and Placement* 3-501.14(B) Cooling PHFs Made from Ambient 24. Food and Food Protection FC-3 .004 3-402.11 Parasite Destruction Temperature Ingredients to 41°F/45°F 25. Equipment and Utensils FC-4 .005 3-402.12 Records,Creation and Retention* 5-205.11 Accessibility,Operation and Maintenance Within 4 Hours* 26. Water,Plumbing and Waste FC-5 .006 590.004(J) Labeling of Ingredients` Supplied with Soap and hand Drying Devices 27. Physical Facility FC-6 .007 7 Conformance with Approved Procedures/ 6-301.11 Handwashing Cleanser,Availability 28. 1 Poisonous or Toxic Materials FC-7 .008 HACCP Plans 6-301.12 Hand Drying Provision 29. Special Requirements 1.009 3-502.11 Specialized Processing Methods* 130. 1 Other 3-502.12 Reduced-Oxygen Packaging Criteria* 8-103.12 Conformance with Approved Procedures* S:590Formback6-2doc *Denotes critical item in the federal 1999 Food Code or 105 CMR 590.000. *Denotes critical item in the federal 1999 Food Code or 105 CMR 590.000. oFIKE TOWN OF BARNSTABLE HEALTH INSPECTOR'S Establishment Name: Date: Page: Z of ~o OFFICE HOURS PUBLIC HEALTH DIVISION 8:00-9:30A.M. BARNSTABLE. ` 200 MAIN STREET 3:30-4:30 P.M. Item Code C-Critical Item DESCRIPTION OF VIOLATION/PLAN OF CORRECTION Date Verified � .639.. ^0$ HYANNIS, MA 02601 MON.-FRI. No Reference R-Red Item PLEASE PRINT CLEARLY c grFo MPS 508-862-4644 - ' FOOD ESTABLISHMENT INSPECTION REPORT ( ` Name �� Date O ) Tyne of Typopf Ins ection b / r s Address Risk od Sem e-inspection e Level Retail Previous Inspection Telephone Residential Kitchen Date: Mobile Pre-operation Owner HACCP Y/N Temporary - Suspect Illness Caterer General Complaint Person in Charge(PIC) Time Bed&Breakfast HACCP i9 ^ In: Other ^ Inspector VP Out: 6G z X C Each violation checked requires an explanation on the narrative page(s)and a citation of specific provision(s)violated. Violations Related to Foodborne Illness Interventions and Risk Factors(Red Items) Anti-Choking 590.009(E) ❑ Violations marked may pose an imminent health hazard and require immediate corrective Tobacco 590.009(F) ❑ Action as determined by the Board of Health. Allergen Awareness 590.009(G) ❑ FOOD PROTECTION MANAGEMENT ❑ 12.Prevention of Contamination from Hands ❑ 1.PIC Assigned/Knowledgeable/Duties ❑ 13.Handwash Facilities EMPLOYEE HEALTH PROTECTION FROM CHEMICALS ❑ 2.Reporting of Diseases by Food Employees and PIC ❑ 14.Approved Food or Color Additives J ❑ 3.Personnel with Infectious Restricted/Excluded ❑ 15. Toxic Chemicals ^ , L FOOD FROM APPROVED SOURCE TIME/TEMPERATURE CONTROLS(Potentially Hazardous Foods) ❑4.Food and Water from Approved Source ❑ 16.Cooking Temperatures ❑ 5.Receiving/Condition ❑ 17.Reheating (ri. 4- ❑ 6.Tags/Records/Accuracy of Ingredient Statements ❑ 18.Cooling❑ 7.Conformance with Approved Procedures/HACCP Plans ❑ 19.Hot and Cold Holding � A � },,, '/ PROTECTION FROM CONTAMINATION ❑ , 20.Time As a Public Health Control W•1> 'I Y� bk ❑ 8.Separation/Segregation/Protection REQUIREMENTS FOR HIGHLY SUSCEPTIBLE POPULATIONS(HSP) ❑ 9.Food Contact Surfaces Cleaning and Sanitizing ❑ 21.Food and Food Preparation for HSP ❑ 10.Proper Adequate Handwashing CONSUMER ADVISORY W ❑ 11.Good Hygienic Practices ❑ 22.Posting of Consumer Advisories Violations Related to Good Retail Practices(Blue Items) Total Number of Critical Violations lJL Critical(C)violations marked must be corrected immediately. (blue&red items) Corrective Action Required: ❑ No ❑ Yes Non-critical(N)violations must be corrected immediately or ��' within 90 days as determined by the Board of Health. Overall Rating Com ❑ Voluntary Compliance ❑ Employee.Restriction/Exclusion ❑ Re-inspection Scheduled ❑ Emergency Suspension C N Official Order for Correction: Based on an inspection today,the items checked indicate violations of 105 CMR 590.000/Federal Food Code. ❑ Embargo ❑ Emergency Closure ❑ Voluntary Disposal ❑ Other: 23.Management and Personnel (FC-2)(590.003) This report,when signed below by a Board of Health member or its agent A=Zero critical violations and no more than 3 non-critical violations. F=3 or more critical violations.9 or more ndn-critical violations, 24.Food and Food Preparation (FC-3)(590.004) constitutes an order of the Board of Health. Failure to correct violations 25.Equipment and Utensils (FC 4)(590.005) cited in this report may result in suspension or revocation of the food regardless of the number of critical,results in an F. 6=One critical violation and less than 4 non-critical violations 9 if no critical violations observed,4 to 6 non-critical violations=B. 26.Water,Plumbing and Waste (FC-5)(590.006) establishment permit and cessation of food establishment operations. If Seriously Critical Violation=F is scored automatically it: no hot 27.Physical Facility (FC-6)(590.007) aggrieved by this order,you have a right to a hearing. Your request must C=2 critical violations and less than 9 non-critical. If no critical water,sewage back-up,infestation of rodents or insects,or lack of 28.Poisonous or Toxic Materials (FC-7)(590.008) be in writing and submitted to the Board of Health at the above address violations observed,7 to 8 non-critical violations. If 1 critical refrigeration. 29.Special Requirements within 10 days of receipt of this order. violation,4 to 8 non-critical violations=C. q (590.009) 30.Other DATE OF RE Inspector's Signature Print: -INSPECTION: 31.Dumpster screened from public view _- i Permit Posted? Y N Grease Trap Previous Pumping Date Grease Rendered Y N #Seats Observed Frozen Dessert Machines: Outside Dining Y N PIC's Signature Print: Self Service Wait Service Provided Grease Trap Size Variance Letter Posted Y N Dumpster Screen? Y N Violations related to Foodborne Illness Vtflations Related to Foodborne Illness Interventions Interventions and Risk Factors(Red Items 1-22) t.and Risk Factors(Red Items 1-22) (Cont.) , FOOD PROTECTIO_N MANAGEMENT PROTECTION FROM CONTAMINATION PROTECTION FROM CHEMICALS 3-501.14(C) PHFs Received at Temperatures According to 1 590.003(A) Assignment of Responsibility* 8 Cross-contamination 14._ Food or Color Additives Law Cooled to 41°F/45°F Within 4 Hours* 590.003(B) Demonstration of Knowledge* 3-302.11(A)(1) Raw Animal Foods Separated from 3-202I2 - Additives* 3-501.15 Cooling Methods for PHFs Cooked and RTE Foods.* * 19 PHF Hot and Cold Holding- _ 2-103.11 Person-in-Charge Duties - 3-302.14 Protection from Unapproved Additives Contamination from Raw Ingredients 15 Poisonous or Toxic Substances 3-501.16(B) Cold PHFs Maintained At or Below 41°F/45°F 590.004(F) Other* 3-501.16(A) Hot PHFs Maintained At or Above 140'F* P g EMPLOYEE HEALTH � 3-302.11(A)(2) Raw Animal Foods Separated from Each 7-101.11 Identifying Information-Original Containers* _2 590.003(C) _ Responsibility of the Person-in-Charge to -- - - - - 7-102.11 Common Name-Working Containers* Require Reporting by Food Employees and Contamination from the Environment 3-501.16(A) Roasts Held At or Above 130°F* 7-201.11 Separation-Storage* Applicants* - 3-30E.11(A)- Food Protection* -0 Time as a Public Health Control 590.003(F) i Responsibility of A Food Employee or An 3-3 7-202.11 Restriction-Presence and Use*02.15.- - _ Washing Fruits and Vegetables 3-501.19 Time as a Public Health Control* Applicant To Report To The Person In Charge* * 7.202.12 Conditions of Use* 590.004 11 Variance Requirements 590.003(G) Reporting by Person in Charge* 3-304.11 Food Contact with Equipment and Utensils 7-203.11 Toxic Containers-Prohibitions* ( ) q _ _. _ _ Contamination from the Consumer 3 590.003(D) Exclusions and Restrictions* 7-204.11 Sanitizers,Criteria-Chemicals* REQUIREMENTS FOR 3-306.14(A)(B)Returned Food and AdulteReserrated or of Food* 7-204.12 Chemicals for WashingProduce,Criteria* HIGHLY SUSCEPTIBLE POPULATIONS HSP 590.003(E) Removal of Exclusions and Restrictions Disposition ofAdulterated or Contaminated � ) -- - Food. 7.204.14 Drying Agents,Criteria* 21 3-801.11(A) Unpasteurized Pre-Packaged Juices and FOOD FROM APPROVED SOURCE 3-701.11 Discarding or Reconditioning Unsafe Food* 7-205.11 Incidental Food Contact,Lubricants* Beverages with Warning Labels* q Food and Water From Regulated Sources 9 Food Contact Surfaces 7-206.11 Restricted Use Pesticides,Criteria* 3-801.11(B) Use of Pasteurized Eggs* 590.004 A-B Compliance with Food Law* * 3-801.11(D) Raw or Partially Cooked Animal Food and ( - ) P 4-501.111 - Manual Warewashing-Hot Water --- 7.206.12 Rodent Bait Stations 3-201.12 Food in a HermeticallySealed Container* Sanitization Temperatures* Raw Seed Sprouts Not Served* P 7-206.13 Tracking Powders,Pest Control and 3-201.13 Fluid Milk and Milk Products* - - ' 4-501.112 Mechanical Warewashing-Hot Water I jMonitoring* 3-801.11(C) Unopened Food Package Not Re-Served* 3-202.13 Shell Eggs* Sanitization Temperatures* TIME/TEMPERATURE CONTROLS 3-202.14 1 Eggs and Milk Products,Pasteurized* 4-501.114 Chemical Sanitization-Temp.,pH. Proper Cooking Temperatures for PHFs - CONSUMER ADVISORY 3-202.16 Ice Made From Potable Drinking Water* Concentration and Hardness* 163-401.11A(1)(2) Eggs-155°F 15 sec 22 3-603.11 Consumer Advisory Posted for Consumption of 4-601.11(A) Clean Utensils and Food Contact Surfaces of Eggs-Immediate Service 145°F 15 sec* Animal Foods That are Raw,Undercooked or 5-101.11. Drinking Water from an Approved System* _ - . Equipment* gg Not Otherwise Processed to Eliminate 590.006(A) Bottled Drinking Water* 3-401.11(A)(2) Comminuted Fish,Meats&Game Pathogens* e//cri-riuzoor 4-602.11 Cleaning Frequency of Utensils and Food Animals-155°F 15 sec* 590.006(B) Water Meets Standards in 310 CMR 22.0* Contact Surfaces of Equipment* 3-302.13 Pasteurized Eggs Substitute for Raw Shell Shellfish and Fish From an Approved Source 3-401.11(B)(1)(2) Pork and Beef Roast-130°F 121 min* Eggs* 4-702.11 ' Frequency of Sanitization of Utensils and Food 3-401.11(A)(2) Ratites,Injected Meats-155°F 15 sec* 3-201.14 Fish and Recreationally Caught Molluscan Contact Surfaces of Equipment* Shellfish* 3-401.11(A)(3) Poultry,Wild Game,Stuffed PHFs SPECIAL REQUIREMENTS 4-703.11 Methods of Sanitization-Hot Water and Stuffing Containing Fish,Meat,Poultry or 3-201.15 Molluscan Shellfish from NSSP Listed Chemical* 590.009(A)-(D) Violations of Section 590.009(A)-(D)in cater- Ratites-165°F 15 sec* Sources* ing,mobile food,temporary and residential 10 Proper,Adequate Handwashing 3-401.11(C)(3) Whole-muscle,Intact Beef Steaks 145°F* kitchen operations should be debited under Game and Wild Mushrooms Approved By 2-301.11 Clean Condition-Hands and Arms* Regulatory Authority 3-401.12 Raw Animal Foods Cooked in a Microwave the appropriate sections above if related to 3-202.18 Shellstock'Identification Present* - 2-301.12_ Cleaning Procedure* 165°F* foodborne illness interventions and risk factors. 590.004(C) Wild Mushrooms* 2-301.14 When to Wash* 3-401.11(A)(1)(b) All Other PHFs-145°F 15 sec* Other 590.009 violations relating to good retail 3-201.17 Game Animals* 11 Good Hygienic Practices 17 Reheating for Hot Holding practices should be debited under#29-Special Requirements. 5 Receiving/Condition 2-401.11 Eating,Drinking or Using Tobacco* 3-403.11(A)&(D) PHFs 165°F 15 sec* 3-202.11 PHF's Received at Proper Temperatures* 2-401.12 Discharges From the Eyes,Nose and Mouth* 3-403.11(B) Microwave-165°F 2 Minute Standing Time* VIOLATIONS RELATED TO GOOD RETAIL PRACTICES * 3-301.12 Preventing Contamination When Tasting* 3-403.11 C * (Blue Items 23-30) 3-202.15 Package Integrity ( ) Commercially Processed RTE Food-140°F Critical and non-critical violations,which do not relate to the foodborne 12 Prevention of Contamination from Hands 3-403.11E Remaining 3-101.11 Food Safe and Unadulterated* ( ) g Unsliced Portions of Beef Roasts* illness interventions and risk factors listed above,can be found in the 6 Tags/Records:Shellstoek 590.004(E) Preventing Contamination from Employees* 18 Proper Cooling of PHFs following sections of the Food Code and 105 CMR 590.000 * 13 Handwashing Facilities 3-501.14 A CoolingCooked PHFs from 140°F to 70°F 3-202.18 Shellstoek Identification ( ) Item Good Retail Practices FC 590.000 3-203.12 Shellstoek Identification Maintained* Conveniently Located and Accessible Within 2 Hours and From 70°F to 41°F/45°F Tags/Records:Fish Products 5-203.11 Numbers and Capacities* Within 4 Hours* 23. Management and Personnel FC-2 .003 5-204.11 Location and Placement* 3-501.14(B) Cooling PHFs Made from Ambient 24. Food and Food Protection FC-3 .004 3 402.11 Parasite Destruction* Temperature Ingredients to 41°F/45°F 25. Equipment and Utensils FC-4 .005 3-402.12 Records,Creation and Retention* 5-205.11 Accessibility,Operation and Maintenance Within 4 Hours* 26. Water,Plumbing and Waste FC-5 .006 590.004(J) Labeling of Ingredients' Supplied with Soap and hand Drying Devices 27. Physical Facility FC-6 .007 7 Conformance with Approved Procedures/ 6-301.11 Handwashing Cleanser,Availability 28. Poisonous or Toxic Materials FC-7 .008 HACCP Plans 6-301.12 Hand Drying Provision 29. Special Requirements .009 3-502.11 Specialized Processing Methods* 130. 1 Other 3-502.12 Reduced-Oxygen Packaging Criteria* 8-103.12 Conformance with Approved Procedures* S:590Formback6-2doc *Denotes critical item in the federal 1999 Food Code or 105 CMR 590.000. *Denotes critical item in the federal 1999 Food Code or 105 CMR 590.000. !pp114E row TOWN OF BARNSTABLE HEALTH INSPECTOR'S Establishment Name: Date: Page: 3 Of. o OFFICE HOURS PUBLIC HEALTH DIVISION 8:00-9:30 A.M. BANE. 200 MAIN STREET 3:30-4:30 P.M. Item Code C-Critical Item DESCRIPTION OF VIOLATION/PLAN OF CORRECTION Date Verified . . �0ASS � HYANNIS, MA 02601 MON.-FRI. 6} No Reference -R=Red Item PLEASE PRINT CLEARLY 508-862-4644 FOOD ESTABLISHMENT INSPECTION REPORT Name Date) I I Type of T inspection 12 Ro ' Address Risk ood -ffe-inspection _ Level Retail Previous Inspection 61vPlea Telephone Residential Kitchen Date: Mobile Pre-operation b N Owner HACCP Y/N Temporary Suspect Illness Caterer General Complaint Person in Charge(PIC) Time Bed&Breakfast HACCP I S In: Other Inspector 1/ Q Out: Each violation checked requires an explanation on the narrative page(s)and a citation of specific provision(s)violated. _ f � d- Violations Related to Foodborne Illness Interventions and Risk Factors(Red Items) Anti-Choking 590.009(E) ❑ Violations marked may pose an imminent health hazard and require immediate corrective Tobacco 590.009(F) ❑ Action as determined by the Board of Health. Allergen Awareness 590.009(G) ❑ �1. FOOD PROTECTION MANAGEMENT ❑ 12.Prevention of Contamination from Hands ❑ 1.PIC Assigned/Knowledgeable/Duties ❑ 13.Handwash Facilities EMPLOYEE HEALTH PROTECTION FROM CHEMICALS ❑ 2.Reporting of Diseases by Food Employees and PIC ❑ 14.Approved Food or Color Additives ❑ 3.Personnel with Infectious Restricted/Excluded ❑ 15. Toxic Chemicals , -/ _( o FOOD FROM APPROVED SOURCE TIME/TEMPERATURE CONTROLS(Potentially Hazardous Foods) W I ❑4.Food and Water from Approved Source ❑ 16.Cooking Temperatures d PJ ❑ 5.Receiving/Condition ❑ 17.Reheating V ❑ 6.Tags/Records/Accuracy of Ingredient Statements ❑ 18.Cooling ❑ 7.Conformance with Approved Procedures/HACCP Plans ❑ 19.Hot and Cold Holding PROTECTION FROM CONTAMINATION ❑ 20.Time As a Public Health Control ❑ 8.Separation/Segregation/Protection REQUIREMENTS FOR HIGHLY SUSCEPTIBLE POPULATIONS(HSP) IV ❑ 9.Food Contact Surfaces Cleaning and Sanitizing ❑ 21.Food and Food Preparation for HSP �CL ❑ 10.Proper Adequate Handwashing CONSUMER ADVISORY ❑ 11.Good Hygienic Practices ❑ 22.Posting of Consumer Advisories Violations Related to Good Retail Practices(Blue Items) Total Number of Critical Violations Critical(C)violations marked must be corrected immediately. (blue&red items) Corrective Action Required: ❑ No Yes Non-critical(N)violations must be corrected immediately or within 90 days as determined by the Board of Health. Overall Rating ❑ ry Compliance Voluntary Com ❑ Employee Restriction/Exclusion ❑ Re-inspection Scheduled ❑ Emergency Suspension C N Official Order for Correction: Based on an inspection today,the items checked indicate violations of 105 CMR 590.000/Federal Food Code. ❑ Embargo 9 ❑ Emergency-Closure ❑ Voluntary Disposal ❑ Other: 23.Management and Personnel (FC-2)(590.003) This report,when signed below by a Board of Health member or its agent A=Zero critical violations and no more than 3 non-critical violations. F=3 or more critical violations.9 or more non-critical violations, 24.Food and Food Preparation (FC-3)(590.004) constitutes an order of the Board of Health. Failure to correct violations 25.Equipment and Utensils (FC-4)(590.005) cited in this report may result in suspension or revocation of the food B=One critical violation and less than 4non-critical violations regardless of the number of critical,results in an F. 26.Water,Plumbing and Waste (FC-5)(590.006) establishrrient permit and cessation of food establishment operations. If if no critical violations observed,4 to 6 non-critical violations=B. Seriously Critical Violation=F is scored automatically if: no hot 27.Physical Facility (FC-6)(590.007) aggrieved by this order,you have a right to a hearing. Your request must C=2 critical violations and less than 9 non-critical. If no critical water,sewage back-up,infestation of rodents or insects,or lack of be in writing and submitted to the Board of Health at the above address violations observed,7 to 8 non-critical violations. If 1 critical refrigeration. 28.Poisonous or Toxic Materials (FC-7)(590.008) 9 = 29.Special Requirements (590.009) within 10 days of receipt of this order. violation,4 to 8non-critical violations C. 30.Other DATE OF RE-INSPECTION: Inspector's Si n re Print t 31.Dumpster screened from public view Permit Posted? Y N Grease Trap Previous Pumping Date Grease Rendered Y N : #Seats Observed Frozen Dessert Machines: Outside Dining Y N PIC,S S' a Print: Self Service Wait Service Provided Grease Trap Size Variance Letter Posted Y N Dumpster Screen? Y N .i Violation related to Foodborne Illness Violations'Related to Foodborne Illness Interventions Interventions and Risk Factors(Red Items 1-22) ,.and Risk Factors(Red items 1-22) (Cont.) ` FOOD PROTECTION MANAGEMENT PROTECTION FROM CONTAMINATION PROTECTION FROM CHEMICALS 3-501.14(C) PHFs Received at Temperatures According to 1 590.003(A) Assignment of Responsibility* 8 Cross-contamination L14 Food or Color Additives Law Cooled to 41°F/45°F Within 4 Hours* 590.003(B) Demonstration of Knowledge* 3-302.11(A)(1) Raw Animal Foods Separated from 3-202.12- Additives* 3-501.15 Cooling Methods for PHFs Cooked and RTE Foods.* 19 PHF Hot and Cold Holding 2-103.11 Person-in-Chazge Duties 3-302.14 Protection from-Unapproved Additives* Contamination from Raw Ingredients 15 Poisonous or Toxic Substances 3-501.16(B) Cold PHFs Maintained At or Below 41°F/45°F 590.004(F) EMPLOYEE HEALTH 3-302.11(A)(2) Raw Animal Foods Separated from Each 7-101.11 Identifying Information-Original Containers* Other* g3-501.16(A) Hot PHFs Maintained At or Above 140°F* 2 590.003(C) Responsibility of the Person-in-Charge to 7-102.11 Common Name-Working Containers* Require Reporting by Food Employees and Contamination from the Environment 7-201.11 Se * 3-501.16(A) Roasts Held At or Above 130°F* Separation-Storage Applicants* 3-302.11(A) Food Protection* - p g 20 Time as a Public Health Control 7-202.11 Restriction-Presence and Use* 590.003(F) Responsibility of A Food Employee or An 3-302.15 Washing Fruits and Vegetables 3-501.19 Time as a Public Health Control* 590.003(G) Reporting by Person in Charge* Contamination from the Consumer Applicant To Report To The Person In Charge* * 7.202.12 Conditions of Use* 590.004 11 Variance Requirements 3-304.11 Food Contact with Equipment and Utensils 7-203.11 Toxic Containers-Prohibitions* ( ) q - 3 590.003(D) Exclusions and Restrictions* 7-204.11 Sanitizers,Criteria-Chemicals* REQUIREMENTS FOR 3-306.14(A)(B)Returned Food and Reated or of Food* 7-204.12 Chemicals for WashingProduce,Criteria* HIGHLY SUSCEPTIBLE POPULATIONS HSP 590.003(E) Removal of Exclusions and Restrictions Disposition of Adulterated or Contaminated � ) Food 7.204.14 Drying Agents,Criteria* 21 3-801.11(A) Unpasteurized Pre-Packaged Juices and FOOD FROM APPROVED SOURCE 3-701.11 Discarding or Reconditioning Unsafe Food* 7-205.11 Incidental Food Contact,Lubricants* Beverages with Warning Labels* 4 Food and Water From Regulated Sources 9 Food Contact Surfaces 7-206.11 Restricted Use Pesticides,Criteria* 3-801.11(B) Use of Pasteurized Eggs* 590.004(A-B) Compliance with Food Law* 4-501.111 Manual Warewashing-Hot Water 7.206.12 Rodent Bait Stations* 3-801.11(D) Raw or Partially Cooked Animal Food and 3-201.12 Food in a HermeticallySealed Container* Sanitization Temperatures* Raw Seed Sprouts Not Served* P 7-206.13 Tracking Powders,Pest Control and 3-201.13 Fluid Milk and Milk Products* 4-501.112 Mechanical Warewashing-Hot Water Monitoring* 3-801.11(C) Unopened Food Package Not Re-Served* 3-202.13 Shell Eggs* Sanitization Tcmperatures* TIMErTEMPERATURE CONTROLS 3-202.14 Eggs and Milk Products,Pasteurized* 4-501.114 Chemical Sanitization-Temp.,pH. 16 Proper Cooking Temperatures for PHFs CONSUMER ADVISORY 3-202.16 Ice Made From Potable Drinking Water* Concentration and Hardness* 3-401.11A(1)(2) Eggs-155°F 15 sec 22 3-603.11 Consumer Advisory Posted for Consumption of 4-601.11(A) Clean Utensils and Food Contact Surfaces of * Animal Foods That are Raw,Undercooked or, 5-101.11 Drinking Water from an Approved System* Eggs-Immediate Service 145°F 15 sec Equipment* Not Otherwise Processed to Eliminate 590.006(A) Bottled Drinking Water* 3-401.11(A)(2) Comminuted Fish,Meats&Game Pathogens* Eff cti a 11112001 4-602.11 Cleaning Frequency of Utensils and Food 590.006(B) Water Meets Standards in 310 CMR 22.0* Contact Surfaces of Equipment* Animals-155°F 15 sec* 3-302.13 Pasteurized Eggs Substitute for Raw Shell Shellfish and Fish From an Approved Source 3-401.11(B)(1)(2) Pork and Beef Roast-130°F 121 min* Eggs* 4-702.11 Frequency of Sanitization of Utensils and Food 3-401.11(A)(2) I Ratites,Injected Meats-155°F 15 sec* 3-201.14 Fish and Recreationally Caught Molluscan Contact Surfaces of Equipment* Shellfish* 4-703.11 Methods of Sanitization-Hot Water and 3-401.11(A)(3) Poultry,Wild Game,Stuffed PHFs SPECIAL REQUIREMENTS Stuffing Containing Fish,Meat,Poultry or 590.009(A)-(D) Violations of Section 590.009(A)-(D)in cater- 3-201.15 Molluscan Shellfish from NSSP Listed Chemical* Ratites-165°F 15 sec* Sources* ing,mobile food,temporary and residential 10 Proper,Adequate Handwashing 3-401.11(C)(3) Whole-muscle,Intact Beef Steaks 145°F* kitchen operations should be debited under Game and Wild Mushrooms Approved By 2-301.11 Clean Condition-Hands and Arms* Regulatory Authority 3-401.12 Raw Animal Foods Cooked in a Microwave the appropriate sections above if related to 3-202.18 Shellstock Identification Present* 2-301.12 Cleaning Procedure* 165°F* foodborne illness interventions and risk factors. * 2-301.14 When to Wash* 3-401.11 A I b All Other PHFs-145°F 15 sec* Other 590.009 violations relating to good retail 590.004(C) Wild Mushrooms ( )( )( ) 3-201.17 Game Animals* 11 Good Hygienic Practices 17 Reheating for Hot Holding practices should be debited under#29-Special Requirements. $ Receiving/Condition 2-401.11 Eating,Drinking or Using Tobacco* 3-403.11(A)&(D) PHFs 165°F 15 sec* 3-202.11 PHFs Received at Proper Temperatures* 2-401.12 Discharges From the Eyes,Nose and Mouth* 3-403.11(B) Microwave-165°F 2 Minute Standing Time* VIOLATIONS RELATED TO GOOD RETAIL PRACTICES (Blue Items 3-301.12 Preventing Contamination When Tasting* 3-403.11 C Commercially Processed RTE Food 140°F* 3-202.15 Package Integrity* ( ) ommerc y - Critical and non-critical violations,which do not relate to the foodborne 3-101.11 Food Safe and Unadulterated* 12 Prevention of Contamination from Hands 3-403.11(E) Remaining Unsliced Portions of Beef Roasts* illness interventions and risk factors listed above,can be found in the 6 Tags/Records:Shellstock 590.004(E) Preventing Contamination from Employees* 18 Proper Cooling of PHFs following sections of the Food Code and 105 CMR 590.000 * 13 Handwashing Facilities 3-501.14 A CoolingCooked PHFs from 140°F to 70°F 3-202.18 Shellstock Identification ( ) Item Good Retail Practices FC 590.000 3-203.12 Shellstock Identification Maintained* Conveniently Located and Accessible Within 2 Hours and From 70°F[0 41°F/45°F Tags/Records:Fish Products 5-203.11 Numbers and Capacities* Within 4 Hours* 23. Management and Personnel FC-2 .003 5-204.11 Location and Placement* 3-501.14(B) Cooling PHFs Made from Ambient 24. Food and Food Protection FC-3 .004 3-402.11 Parasite Destruction* Temperature Ingredients to 41°F/45°F 25. Equipment and Utensils FC-4 .005 3-402.12 Records,Creation and Retention* 5-205.11 Accessibility,Operation and Maintenance Within 4 Hours* 26. Water,Plumbing and Waste FC-5 .006 590.004(J) labeling of Ingredients* Supplied with Soap and hand Drying Devices 27. Physical Facility FC-6 .007 7 Conformance with Approved Procedures/ 6-301.11 Handwashing Cleanser,Availability 28. Poisonous or Toxic Materials FC-7 .008 HACCP Plans 6-301.12 Hand Drying Provision 29. Special Requirements 009 3-502.11 Specialized Processing Methods* 130. Other 3-502.12 Reduced-Oxygen Packaging Criteria* 8-103.12 Conformance with Approved Procedures* + S:590Formback6-2doc *Denotes critical item in the federal 1999 Food Code or 105 CMR 590.000. *Denotes critical item in the federal 1999 Food Code or 105 CMR 590.000. oF� rqr TOWN OF BARNSTABLE HEALTH INSPECTOR'S Establishment Name: P)m4l ya(bar Clv b Date: y /010/l9 _Page:_ of t Y ti OFFICE HOURS LIC xsnansrns�eo. PU6200 MAN SH EETSION 3::30-0-4:30 P.M.:30A.M. Item Code C-Critical Item DESCRIPTION OF VIOLATION/PLAN OF CORRECTION Date Verified �A 639.s m� HYANNIS, MA 02601 _ M-8 -FRI. No Reference R-Red Item PLEASE PRINT CLEARLY rFD MPS 506-862-4644 FOOD ESTABLISHMENT INSPECTION REPORT - Name �l� r �.bt7� C!J Date Ojd�01Iq Type of T of Inspection ot� S ` 0 / O a ion S outine I'll'�GS O `G154!1 Address J V�q na j,�l a r J�I Risk oo ervi ection ' Level a ai Previous Inspection S C u Telephone Residential Kitchen Date: _ to Gr�tqo Mobile Pre-operation Owner HACCP Y/N Temporary Suspect Illness )% S f nu- _ I kW Caterer General Complaint Person in Charge(PIC) Time Bed&Breakfast HACCP - 1'�M . 06 45 In: Other Inspector R G n 00 Out: r( s H66-d S Each violation checked requires an explanation on the narrative page(s)and a citation of specific provision(s)violated. _ O�S 60 Violations Related to Foodborne Illness Interventions and Risk Factors(Red Items) Anti-Choking 590.009(E) ❑ c Violations marked may pose an imminent health hazard and require immediate corrective Tobacco 590.009(F) ❑ `r*G to f(r j o Action as determined by the Board of Health. Allergen Awareness 590.009(G) ❑ FOOD PROTECTION MANAGEMENT ❑ 12.Prevention of Contamination from Hands YV 7 ✓ ❑ 1.PIC Assigned/Knowledgeable/Duties ❑ 13.Handwash Facilities f, EMPLOYEE HEALTH PROTECTION FROM CHEMICALS WoI I� r►1 Gar d� ❑2.Reporting of Diseases by Food Employees and PIC ❑ 14.Approved Food or Color Additives ❑ 3.Personnel with Infectious Restricted/Excluded ❑ 15. Toxic Chemicals ! ' ,I V�� FOOD FROM APPROVED SOURCE TIME/TEMPERATURE CONTROLS(Potentially Hazardous Foods) �.d ❑4.Food and Water from Approved Source ❑ r A4 16.Cooking Temperatures ► aG 1( / CS/1('`(d6t3 C 10 l/� ❑ 5.Receiving/Condition ❑ 17.Reheating M� t ❑6.Tags/Records/Accuracy of Ingredient Statements ❑ 18.Cooling ❑7.Conformance with Approved Procedures/HACCP Plans ❑ 19.Hot and Cold Holding PROTECTION FROM CONTAMINATION ❑20.Time As a Public Health Control ❑8.Separation/Segregation/Protection REQUIREMENTS FOR HIGHLY SUSCEPTIBLE POPULATIONS(HSP) ❑ 9.Food Contact Surfaces Cleaning and Sanitizing ❑ 21.Food and Food Preparation for HSP ❑ 10.Proper Adequate Handwashing CONSUMER ADVISORY Q ^C) I ❑ 11.Good Hygienic Practices ❑ 22.Posting of Consumer Advisories Lo Violations Related to Good Retail Practices(Blue Items) Total Number of Critical Violations Critical(C)violations marked must be corrected immediately. (blue&red items) Corrective Action Required: ❑ No ❑ Yes Non-critical(N)violations must be corrected immediately or Overall Rating within 90 days as determined by the Board of Health. W ❑ Voluntary Compliance ❑ Employee Restriction/Exclusion ❑ Re-inspection Scheduled ❑ Emergency Suspension C N Official Order for Correction:Based on an inspection today,the items checked indicate violations of 105 CMR 590.000/Federal Food Code. ❑ Embargo g ❑ Emergency Closure ❑ Voluntary Disposal ❑ Other: 23.Management and Personnel (FC-2)(590.003) This report,when signed below by a Board of Health member or its agent A=Zero critical violations and no more than 3 non-critical violations. F=3 or more critical violations.9 or more non-critical violations, 24.Food and Food Preparation (FC-3)(590.004) constitutes an order of the Board of Health. Failure to correct violations regardless of the number of critical,results in an F. 25.Equipment and Utensils (FC-4)(590.005) cited in this report may result in suspension or revocation of the food B=One critical violation and less than non-critical violations if no critical violations observed,4 too 6 von-critical violations=B. Seriously Critical Violation=F is scored automatically if: no hot 26.Water,Plumbing and Waste (FC-5)(590.006) establishment permit and cessation of food establishment operations. If ' a 27.Physical Facility (FC-6)(596.007) aggrieved by this order,you have a right to a hearing. Your request must C=2 p,infestation of rodents or insects,or lack of 28.Poisonous or Toxic Materials FC-7 590.008) be in writing and submitted to the Board of Health at the above address violations observed,7 to anon-critical violations. If 1 critical refrigeration. ( )( within 10 days of receipt of this order. violation,4 to 8non-critical violations=C. 29.Special Requirements (590.009) y p Print: �r 30.Other DATE OF RE-INSPECTION: Inspector's Signature ��a�31.Dumpster screened from public view Permit Posted? Y N Grease Trap Previous Pumping Date Grease Rendered Y N / #Seats Observed Frozen Dessert Machines: Outside Dining Y N PIC's Signature Print: I Self Service Wait Service Provided Grease Trap Size Variance Letter Posted Y N Dumpster Screen? Y N Violations related to Foodborne Illness Violations Related to Foodborne Illness Interventions Interventions and Risk Factors(Red Items 1-22) and Risk Factors(Red Items 1-22) (Cont.) FOOD PROTECTION MANAGEMENT PROTECTION FROM CONTAMINATION PROTECTION FROM CHEMICALS 3-501.14(C) PHFs Received at Temperatures According to 1 590.003(A) Assignment of Responsibility* 8 Cross-contamination 14 Food or Color Additives Law Cooled to 41°F/45°F Within 4 Hours* 590.003(B) Demonstration of Knowledge* 3-302.11(A)(1) Raw Animal Foods Separated from 3-202.12- Additives* 3-501.15 Cooling Methods for PHFs 2-103.11 Person-in-Charge Duties Cooked and RTE Foods.* 3-302.14 Protection from Unapproved Additives* 19 PHF Hot and Cold Holding Contamination from Raw Ingredients 15 Poisonous or Toxic Substances 3-501.16(B) Cold PHFs Maintained At or Below 41'F/45'F EMPLOYEE HEALTH 3-302.11(A)(2) Raw Animal Foods Separated from Each 7-101.11 Identifying Information-Original Containers* 590.004(F) 2 590.003(C) Responsibility of the Person-in-Charge to Other* 7-102.11 Common Name-Working Containers* 3-501.16(A) Hot PHFs Maintained At or Above 140°F* Require Reporting by Food Employees and Contamination from the Environment 3-501.16(A) Roasts Held At or Above 130'F* Applicants*an[s* 3-302.11(A) Food Protection* 7-201.11 Separation-Storage* 20 Time as a Public Health Control 590.003(F) Responsibility of A Food Employee or An 3-302.15. Washing Fruits and Vegetables 7-202.11 Restriction-Presence and Use* 3-501.19 Time as a Public Health Control Applicant To Report To The Person In Charge* * 7.202.12. Conditions of Use* 3-304.11 Food Contact with Equipment and Utensils 590.004(11) Variance Requirements 590.003(G) Reporting by Person in Charge* Contamination from the Consumer 7-203.11 Toxic Containers-Prohibitions* 3 590.003(D) Exclusions and Restrictions* 7-204.11 Sanitizers,Criteria-Chemicals* REQUIREMENTS FOR 3-306.14(A)(B)Returned Food and Rrated or of Food* 7-204.12 Chemicals for WashingProduce,Criteria* HIGHLY SUSCEPTIBLE POPULATIONS HSP 590.003(E) Removal of Exclusions and Restrictions Disposition of Adulterated or Contaminated ( ) Food 7.204.14 Drying Agents,Criteria* 21 3-801.11(A) Unpasteurized Pre-Packaged Juices and FOOD FROM APPROVED SOURCE 3-701.11 Discarding or Reconditioning Unsafe Food* 7-205.11 Incidental Food Contact,Lubricants* Beverages with Warning Labels* 4 Food and Water From Regulated Sources g Food Contact Surfaces 7-206.11 Restricted Use Pesticides,Criteria* 3-801.11(B) Use of Pasteurized Eggs* 590.004(A-B) Compliance with Food Law* 4-501.111 Manual Warewashing-Hot Water 17.206.12 Rodent Bait Stations* 3-801.11(D) Raw or Partially Cooked Animal Food and 3-201.12 Food in a Hermetically Sealed Container* Sanitization Temperatures* Raw Seed Sprouts Not Served* 7-206.13 Tracking Powders,Pest Control and 3-201.13 Fluid Milk and Milk Products* 4-501.112 Mechanical Warewashing-Hot Water Monitoring* 3-801.11(C) Unopened Food Package Not Re-Served* 3-202.13 Shell Eggs* Sanitization Temperatures* TIMEITEMPERATURE CONTROLS 3-202.14 Eggs and Milk Products,Pasteurized* 4-501.114 Chemical Sanitization-Temp.,pH. 16 Proper Cooking Temperatures for PHFs CONSUMER ADVISORY 3-202.16 Ice Made From Potable Drinking Water* Concentration and Hardness* 3-401.11A(l)(2) Eggs-155°F 15 sec 22 3-603.11 Consumer Advisory Posted for Consumption of 5-101.11 Drinking Water from an Approved System* 4-601.11(A) Clean ContactEggs Utensils and Food Surfaces of E s-Immediate Service 145°F 15 sec* Animal Foods That are Raw,Undercooked or Equipment* Not Otherwise Processed to Eliminate- 590.006(A) Bottled Drinking Water* 3-401.11(A)(2) Comminuted Fish,Meats&Game Pathogens* Effective 1/111001 4-602.11 Cleaning Frequency of Utensils and Food Animals-155`F 15 sec* 590.006(B) Water Meets Standards in 310 CMR 22.0* Contact Surfaces of Equipment* 3-302.13 Pasteurized Eggs Substitute for Raw Shell Shellfish and Fish From an Approved Source 3-401.11(B)(1)(2) Pork and Beef Roast-130°F 121 min* Eggs* 4-702.11 Frequency of Sanitization of Utensils and Food 3-401.11(A)(2) Ratites,Injected Meats-155'F 15 sec* 3-201.14 Fish and Recreationally Caught Molluscan Contact Surfaces of Equipment* Shellfish* 4-703.11 Methods of Sanitization-Hot Water and 3-401.11(A)(3) Poultry,Wild Game,Stuffed PHFs SPECIAL REQUIREMENTS Stuffing Containing Fish,Meat,Poultry or 3-201.15 Molluscan Shellfish from NSSP Listed Chemical* g g �' 590.009(A)-(D) Violations of Section 590.009(A)-(D)in cater- Ratites-165°F 15 sec* Sources* 10 Proper,Adequate Handwashing ing,mobile food,temporary and residential Game and Wild Mushrooms Approved By 3-401.I1(C)(3) Whole-muscle,Intact Beef Steaks 145'F* kitchen operations should be debited under Regulatory Authority 2-301.11 Clean Condition-Hands and Arms* 3-401.12 Raw Animal Foods Cooked in a Microwave the appropriate sections above if related to 3-202.18 Shellstock Identification Present* 2-301.12 Cleaning Procedure* 165'F* foodbome illness interventions and risk factors. 590.004(C) Wild Mushrooms* 3-401.11 2-301.14 When to Wash* A 1 All Other PHFs-145°F 15 sec* Other 590.009 violations relating to good retail ( )( )(b) 3-201.17 Game Animals* 11 Good Hygienic Practices 17 Reheating for Hot Holding practices should be debited under#29-Special Requirements. $ Receiving/Condition 2-401.11 Eating,Drinking or Using Tobacco* 3-403.11(A)&(D) PHFs 165°F 15 sec* 3-202.11 PHF's Received at Proper Temperatures* 2-401.12 Discharges From the Eyes,Nose and Mouth* 3-403.11(B) Microwave-165'F 2 Minute Standing Time* VIOLATIONS RELATED TO GOOD RETAIL PRACTICES * 3-301.12 Preventing Contamination When Tasting* 3-403.11 C CommerciallyProcessed RTE Food-140'F* Blue Items 23-30) 3-202.15 Package Integrity O Critical and non-critical violations,which do not relate to the foodborne 3-101.11 Food Safe and Unadulterated* 12 Prevention of Contamination from Hands 3-403.11(E) Remaining Unsliced Portions of Beef Roasts* illness interventions and risk factors listed above,can be found in the. 6 Tags/Records:Shellstock 590.004(E) Preventing Contamination from Employees* 18 Proper Cooling of PHFs following sections of the Food Code and 105 CMR 590.000 3-202.18 Shellstock Identification* 13 Handwashing Facilities 3-501.14(A) Cooling Cooked PHFs from 140'F to 70°F 3-203.12 Shellstock Identification Maintained* Conveniently Located and Accessible Within 2 Hours and From 70°F to 41°F/45'F Item Good Retail Practices FC 1.590.000 Tags/Records:Fish Products 5-203.11 Numbers and Capacities* Within 4 Hours* 23. Management and Personnel FC-2 .003 * 5-204.11 Location and Placement* 3-501.14(B) Cooling PHFs Made from Ambient 24. Food and Food Protection FC-3 .004 3-402.11 Parasite Destruction Temperature Ingredients to 41°F/45'F 25. Equipment and Utensils FC-4 .005 3-402.12 Records,Creation and Retention* 5-205.11 Accessibility,Operation and Maintenance Within 4 Hours 26. Water,Plumbing and Waste FC-5 .006 590.004(J) Labeling of Ingredients* Supplied with Soap and hand Drying Devices 27. Physical Facility FC-6 .007 7 Conformance with Approved Procedures/ 6-301.11 Handwashing Cleanser,Availability 28. 1 Poisonous or Toxic Materials FC-7 .008 HACCP Plans 6-301.12 Hand Drying Provision 129. 1 Special Requirements .009 3-502.11 Specialized Processing Methods* 130. 1 Other 3-502.12 Reduced-Oxygen Packaging Criteria* 8-103.12 1 Conformance with Approved Procedures* S:590Formback6-2doc *Denotes critical item in the federal 1999 Food Code or 105 CMR 590.000. *Denotes critical item in the federal 1999 Food Code or 105 CMR 590.000. 'rl`oFI„E ror TOWN OF BARNSTABLE .. HEALTH INSPECTOR'S Establishment Name: Date: Page: of OFFICE HOURS ARNSTAR�E. PUBLIC 0 MAN STREET 3:30-4:30 P.M.DIVISION .. - : 0- :30 A.M. Item Code C-Critical Item DESCRIPTION OF VIOLATION/PLAN OF CORRECTION Date Verified MASS. $ MON.-FRI. HYANNIS,MA 02601 508-862-4644 No Reference. R-Red Item . PLEASE PRINT CLEARLY 'fOM FOOD ESTABLISHMENT INSP CTION EPORT Name Date`U Tyne of jyPe pfluspection e u Ine Address 47&7Risk od Service n Level a al Previous Inspection Telephone Residential Kitchen Date: Mobile Pre-operation Y Owner HACCP YIN Temporary Suspect Illness Od Caterer General Complaint Person in Charge(PI Time Bed&Breakfast HACCP In: Other Inspector Out: Each violation checked requires an.explanation on the narrative page(s)and a citation of specific provision(s)violated. Violations Related to Foodborne Illness Interventions and Risk Factors(Red Items) Anti-Choking 590.009(E) ❑ Violations marked may pose an imminent health hazard and require immediate corrective Tobacco 590.009(F) ❑ Action as determined by the Board of Health. Allergen Awareness 590.009(G) ❑ FOOD PROTECTION MANAGEMENT ❑ 12.Prevention of Contamination from Hands (. n ❑ 1.PIC Assigned/Knowledgeable/Duties ❑ 13.Handwash Facilities Is, EMPLOYEE HEALTH PROTECTION FROM CHEMICALS ❑ 2.Reporting of Diseases by Food Employees and PIC ❑ 14.Approved Food or Color Additives v� ❑ 3.Personnel with Infectious Restricted/Excluded ❑ 15. Toxic Chemicals Ai FOOD FROM APPROVED SOURCE TIME/TEMPERATURE CONTROLS(Potentially Hazardous Foods ❑4.Food and Water from Approved Source ❑ 16.Cooking Temperatures ❑ 5.Receiving/Condition ❑ 17.Reheating . ❑ 6.Tags/Records/Accuracy of Ingredient Statements ❑ 18.Cooling ❑ 7.Conformance with Approved Procedures/HACCP Plans ❑ 19.Hot and Cold Holding PROTECTION FROM CONTAMINATION ❑ 20.Time As a Public Health Control ❑ 8.Separation/Segregation/Protection REQUIREMENTS FOR HIGHLY SUSCEPTIBLE POPULATIONS(H ❑9.Food Contact Surfaces Cleaning and Sanitizing ❑ 21.Food and Food Preparation for HSP J ❑ 10.Proper Adequate Handwashing CONSUMER ADVISORY �/�(� .0 ❑ Ill Good Hygienic Practices ❑ 22.Posting of Consumer Advisories t I. Violations Related to Good Retail Practices(-Blue Items) Total Number of Critical Violations Critical(C)violations marked must be corrected immediately. (blue&red items) Corrective Action Required: N2:5 ` Yes,,,,'- Non-critical(N)violations must be corrected immediately or Overall Rating r n within 90 days as determined by the Board of Health. 0 l� (� ❑ Voluntary Compliance ❑ Employee Restriction/Exclusion ❑ Re-inspection Scheduled Emergency Suspen on C N Official Order for Correction:Based on an inspection toda he items Embargo checked indicate violations of 105 CMR 590.000/Federal Food Code. ❑ 9 Emergency Closure ❑ Voluntary Disposal ❑ Other: 23.Management and Personnel (FC-2)(590.003) This report,when signed below by a Board of Health member or its agent A=Zero critical violations and no more than 3 non-critical violations. F=3 or more critical violations.9 or more non-critical violations, 24.Food and Food Preparation (FC-3)(590.004) constitutes an order of the Board of Health. Failure to correct violations re ardless of the number of critical,results in an F. 25.Equipment and Utensils B=One critical violation and less than 4 non-critical violations g (FC-4)(590.005) cited in this report may result in suspension or revocation of the food if no critical violations observed,4 to 6 non-critical violations=B. Seriously Critical Violation=F is scored automatically if: no hot 26.Water,Plumbing and Waste (FC-5)(590.006) establishment permit and cessation of food establishment operations. If 27.Physical Facility (FC-6)(590.007) aggrieved by this order,you have a right to a hearing. Your request must C=2 critical violations and less than 9 non-critical. If no critical water,sewage back-up,infestation of rodents or insects,or lack of 28.Poisonous or Toxic Materials (FC-7)(590.008) be in writing and submitted to the Board of Health at the above address violations observed,7 to 8 non-critical violations. If 1 critical refrigeration. 29.Special Requirements (590.009) within 10 days of receipt of this order. violation,4 to 8 non-critical violations=C. 30.Other DATE OF RE-INSPECTION: Inspector's Signature Print: 31.Dumpster screened from public view / Ili DG Permit Posted? Y N Grease Trap Previous Pumping Date Grease Rendered Y N #Seats Observed Frozen Dessert Machines: Outside Dining Y N PIC's Signatur Print: Self Service Wait Service Provided Grease Trap Size Variance Letter Posted Y N Dumpster Screen? Y N 0 O Violations related to Foodborne Illness Violations Related to Foodborne Illness Interventions Interventions and Risk Factors(Red Items 1-22) and Risk Factors(Red Items 1-22) (Cont) FOOD PROTECTION MANAGEMENT PROTECTION FROM CONTAMINATION PROTECTION FROM CHEMICALS 3-501.14(C) PHFs Received at Temperatures According to 1 590.003(A) Assignment of Responsibility* 8 Cross-contamination 14 Food or Color Additives Law Cooled to 41°F/45°F Within 4 Hours* 590.003(B) Demonstration of Knowledge* 3-302.11(A)(1) Raw Animal Foods Scparated from 3-202.12 Additives* 3-501.15 Cooling Methods for PHFs 2-103.11 Person-in-Charge Duties Cooked and RTE Foods.* 3-302.14 _ Protection from Unapproved Additives* 19 PHF Hot and Cold Holding Contamination from Raw Ingredients 15 Poisonous or Toxic Substances 3-501.16(B) Cold PHFs Maintained At or Below 41 590A04(F) EMPLOYEE HEALTH 3-302.11(A)(2) Raw Animal Foods Separated from Each 7-101.11 Identifying Information-Original Containers* Other* g3-501.16(A) Hot PHFs Maintained At or Above 140°F* 2 590.003(C) Responsibility of the Person-in-Charge to - - 7-102.11 Common Name-Working Containers* Require Reporting by Food Employees and Contamination from the Environment 3-501.16(A) Roasts Held At or Above 130°F* * Applicants 3-302.11(A) Food Protection* 7-201.11 Separation-Storage* 20 Time as a Public Health Control 590.003(F) Responsibility of A Food Employee or An 3-302.15 Washing Fruits and Vegetables 7-202.11 Restriction-Presence and Use* 3-501.19 Time as a Public Health Control* 3-304.11 Food Contact with Equipment and Utensils Applicant To Report To The Person In Charge* * 7.202.12 Conditions of Use* 590.00411 Requirements 590.003(G) Reporting by Person in Charge* 7-203.11 Toxic Containers-Prohibitions* ( ) Variance Contamination from the Consumer 3 590.003(D) Exclusions and Restrictions* 7-204.11 Sanitizers,Criteria-Chemicals* REQUIREMENTS FOR 3-306.14(A)(B)Returned Food and Rrated or of Food* 7-204.12 Chemicals for Washing Produce,Criteria* HIGHLY SUSCEPTIBLE POPULATIONS HSP 590.003(E) Removal of Exclusions and Restrictions g � ) Disposition of Adulterated or Contaminated - Food 7.204.14 Drying Agents,Criteria* 21 3-801.11(A) Unpasteurized Pre-Packaged Juices and FOOD FROM APPROVED SOURCE 3-701.11 Discarding or Reconditioning Unsafe Food* 7-205.11 Incidental Food Contact,Lubricants* Beverages with Waming Labels* 4 Food and Water From Regulated Sources 9 Food Contact Surfaces 7-206.11 Restricted Use Pesticides,Criteria* 3-801.11(B) Use of Pasteurized Eggs* 590.004(A-B) Compliance with Food Law* 4-501.111 Manual Warewashing-Hot Water 7.206.12 Rodent Bait Stations* 3-801.11(D) Raw or Partially Cooked Animal Food and 3-201.12 Food in a Hermetically Sealed Container* Sanitization Temperatures* Raw Seed Sprouts Not Served* 7-206.13 Tracking Powders,Pest Control and 3-201.13' Fluid Milk and Milk Products* 4-501.112 Mechanical Warewashing-Hot Water 1 Monitoring* 3-801.11(C) Unopened Food Package Not Re-Served* 3-202.13 Shell Eggs* _ Sanitization Temperatures* TIME/TEMPERATURE CONTROLS 3-202.14 Eggs and Milk Products,Pasteurized* 4-501.114 Chemical Sanitization-Temp.,pH. 16 Proper Cooking Temperatures for PHFs CONSUMER ADVISORY 3-202.16 Ice Made From Potable Drinking Water* Concentration and Hardness* 3-401.11 A(1)(2) Eggs-155°F 15 sec 22 3-603.11 Consumer Advisory Posted for Consumption of 4-601.11(A) Clean Utensils and Food Contact Surfaces of Eggs-Immediate Service 145°F 15 sec* Animal Foods That are Raw,Undercooked or 5-101.11 Drinking Water from an Approved System* Equipment* i Not Otherwise Processed to Eliminate 590.006(A) Bottled Drinking Water* 3-401.11(A)(2) Comminuted Fish,Meats&Game Pathogens* Ery&r 11112001 4-602.11 Cleaning Frequency of Utensils and Food Animals-155°F 15 sec* 590.006(B) Water Meets Standards in 310 CMR 22.0* Contact Surfaces of Equipment* 3-302.13 Pasteurized Eggs Substitute for Raw Shell Shellfish and Fish From an Approved Source- 3-401.11(B)(1)(2) Pork and Beef Roast-130°F 121 min* Eggs* 4-702.11 Frequency of Sanitization of Utensils and Food 3-401.1 I(A)(2) Ratites,Injected Meats-155°F 15 sec* 3-201.14 Fish and Recreationally Caught Molluscan Contact Surfaces of Equipment* Shellfish* 4-703.11- Methods of Sanitization-Hot Water and 3-401.11(A)(3) Poultry,Wild Game,Stuffed PHFs SPECIAL REQUIREMENTS Stuffing Containing Fish,Meat,Poultry or 3-201.15 Molluscan Shellfish from NSSP Listed Chemical* g g �' S90.009(A)-(D) Violations of Section 590.009(A)-(D)in cater- Ratites-165°F 15 sec* Sources* 10 Proper,Adequate Handwashing ing,mobile food,temporary and residential Game and Wild Mushrooms Approved By 3-401.11(C)(3) Whole-muscle,Intact Beef Steaks 145°F* kitchen operations should be debited under Regulatory Authority 2-301.11 Clean Condition-Hands and Arms* 3-401.12 Raw Animal Foods Cooked in a Microwave the appropriate sections above if related to 3-202.18 Shellstock Identification Present* 2-301.12 Cleaning Procedure* 165°F* foodborne illness interventions and risk factors. 590.004(C) Wild Mushrooms* 2-301.14 When to Wash* A 1 b All Other PHFs-145°F 15 sec* Other 590.009 violations relating to good retail _ _ _ _ 3-401.11( )( )( ) 3-201.17 Game Animals* 11 _ Good Hygienic Practices 17 Reheating for Hot Holding practices should be debited under#29-Special 2-401.11 Eating,Drinking or Using Tobacco* * Requirements. $ Receiving/Condition - - - - g, g g 3-403.11(A)&(D) PHFs 165°F 15 sec 3-202.11 PHF's Received at Proper Temperatures* 2-401.12 Discharges From the Eyes,Nose and Mouth* 3-403.11(B) Microwave-165°F 2 Minute Standing Time* VIOLATIONS RELATED TO GOOD RETAIL PRACTICES 3-202.15 Package Integrity* 3-301.12 Preventing Contamination When Tasting* 3-403.11(C) Commercially Processed RTE Food-140°F* Blue Items 23.30) 12 Prevention of Contamination from Hands Critical and non-critical violations,which do not relate to the foodborne 3-101.11 Food Safe and Unadulterated* - 3-403.11(E) Remaining Unsliced Portions of Beef Roasts* illness interventions and risk factors listed above,can be found in¢he 6 Tags/Records:Shellstock 590.004(E) Preventing Contamination from Employees* 1 g Proper Cooling of PHFs following sections of the Food Code and 105 CMR 590.000 3-202.18 Shellstock Identification* 13 Handwashing Facilities 3-501.14(A) Cooling Cooked PHFs from 140°F to 70°F 3-203.12 Shellstock Identification Maintained* Conveniently Located and Accessible Within 2 Hours and From 70°F to 41°F/45°F Item Good Retail Practices FC 1590.000 Tags/Records:Fish Products 5-203.11 Numbers and Capacities* Within 4 Hours* 23. Management and Personnel FC-2 .003 * 5-204.11 Location and Placement* 3-501.14(B) Cooling PHFs Made from Ambient 24. Food and Food Protection FC-3 004 3-402.11 Parasite Destruction Temperature Ingredients to 41°F/45°F 25. Equipment and Utensils FC-4 .005 3-402.12 Records,Creation and Retention* 5-205.11 Accessibility,Operation and Maintenance 2 .006 Within 4 Hours* 26. Water,Plumbing and Waste FC-5 590.004(J) Labeling of Ingredients* Supplied with Soap and hand Drying Devices Facility FC-5 7 Conformance with Approved Procedures/ 6-301.11 Handwashing Cleanser,Availability 27 .00 . Poisonous. Physical Fa ci lity Toxic Materials FC-7 .008 HACCP Plans 6-301.12 Hand Drying Provision + 29. 1 S ecial Re quirements equirements .009 3-502.11 Specialized Processing Methods* 30. 1 Other 3-502.12 Reduced-Oxygen Packaging Criteria* 8-103.12 Conformance with Approved Procedures* S:590Formback6-2doc *Denotes critical item in the federal 1999 Food Code or 105 CMR 590.000. *Denotes critical item in the federal 1999 Food Code or 105 CMR 590.000.' CV/aFiKE r TOWN OF BARNSTABLE. HEALTH INSPECTOR•s Establishment Name: Date: pl of OFFICE HOURS GGGGJJJJ PUBLIC HEALTH DIVISION 8:00-9:30A.M. BARNSTABLE. ` 200 MAIN STREET 330-4:30 P.M. Item Code C-Critical Item DESCRIPTION OF VIOLATION/PLAN OF CORRECTION Date Verified �A M639;a 0� HYANNIS,MA 02601 MON.-FRI. No Reference R-Red Item PLEASE PRINT CLEARLY rEU MPS 508-862-4644 FOOD ESTABLISHMENT INSPECTION REPORT Name Dat Tvne of T e ns ection O eration s In Address Risk F t = ection aA Level Previous Inspection Telephone �kesidential Kitchen Date: L tf�1 Mobile Pre-operation Owner HACC Y/N Temporary Suspect Illness Caterer General Complaint Person in Charge(PIC) Time Bed&Breakfast HACCP LA k2 In: Other Inspector Out: P Each violation checked requires an explanation on the narrative page(s)and a citation of specific provision(s)violated. Violations Related to Foodborne Illness Interventions and Risk Factors(Red Items) Anti-Choking 590.009(E) ❑ Violations marked may pose an imminent health hazard and require immediate corrective Tobacco 590.009(F) ❑ Action as determined by the Board of Health. Allergen Awareness 590.0,09�(G) ❑ FOOD PROTECTION MANAGEMENT ❑ 12.Prevention of Contamination from Hands ❑ 1.PIC Assigned/Knowledgeable/Duties ❑ 13.Handwash Facilities EMPLOYEE HEALTH PROTECTION FROM CHEMICALS ( L�J 1 �' S ❑ 2.Reporting of Diseases by Food Employees and PIC ❑ 14.Approved Food or Color Additives - ❑ 3.Personnel with Infectious Restricted/Excluded ❑ 15. Toxic Chemicals FOOD FROM APPROVED SOURCE TIMEITEMPERATURE CONTROLS(Potentially Hazardous Foods) ❑4.Food and Water from Approved Source ❑ 16.Cooking Temperatures ❑ 5.Receiving/Condition ❑ 17.Reheating ❑ 6.Tags/Records/Accuracy of Ingredient Statements ❑ 18.Cooling S ❑ 7.Conformance with Approved Procedures/HACCP Plans ❑ 19.Hot and Cold Holding Ir PROTECTION FROM CONTAMINATION ❑ 20.Time As a Public Health Control i ❑8.Separation/Segregation/Protection REQUIREMENTS FOR HIGHLY SUSCEPTIBLE POPU TIt7 S(H ) ❑9.Food Contact Surfaces Cleaning and Sanitizing ❑21.Food and Food Preparation for HSP ❑ 10.Proper Adequate Handwashing CONSUMER ADVISORY ❑ 11.Good Hygienic Practices ❑ 22.Posting of Consumer Advisories Violations Related to Good Retail Practices(Blue Items) Total Number of Critical Violations _ Critical(C)violations marked must be corrected immediately. (blue&red items) Corrective Action Required: ❑ No ❑ Yes Non-critical(N)violations must be corrected immediately or Overall Rating ` within 90 days as determined by the Board of Health. ❑ Voluntary Compliance ❑ Employee Restriction/Exclusion ❑ Re-inspection Scheduled ❑ Emergency Suspension C N Official Order for Correction:Based on an inspection today,the items checked indicate violations of 105 CMR 590.000/Federal Food Code. ❑ Embargo ❑ Emergency Closure ❑ Voluntary Disposal ❑ Other: 23.Management and Personnel (FC-2)(590.003) This report,when signed below by a Board of Health member or its agent A=Zero critical violations and no more than 3 non-critical violations. F=3 or more critical violations.9 or more non-critical violations, 24.Food and Food Preparation (FC-3)(590.004) constitutes an order of the Board of Health. Failure to correct violations regardless of the number of critical,results in an F. 25.Equipment and Utensils (FC-4)(590.005) cited in this report may result in suspension or revocation of the food B-One critical violation and less than non-critical violations if no critical violations observed,4 too 6 von-critical violations=B. Seriously Critical Violation=F is scored automatically if: no hot 26.water,Plumbing and Waste (FC-5)(590.006) establishment permit and cessation of food establishment operations. If 27.Physical Facility (FC-6)(590.007) aggrieved by this order,you have a right to a hearing. Your request must C=2 critical violations and less than 9 non-critical. If no critical ' water,sewage back-up,infestation of rodents or insects,or lack of ( )( 28.Poisonous or Toxic Materials FC-7 590.008) be in writing and submitted to the Board of Health at the above address violations observed,7 to 8 non-critical violations. If 1 critical refrigeration. violation,4 to 8 non-critical violations=C. 29.Special Requirements (590.009) within 10 days of receipt of this order. � - 30.Other DATE O RE-INSPECTION: �✓�� Inspector's Signature Print: 31.:Dzster creened from public view Iv� Permit Posted? N Grease Trap Previous Pumping Date Grease Rendered Y N ALID #Seats Observed Frozen Dessert Machines: Outside Dining Y N PIC's Si a re Print: Self Service Wait Service Provided Grease Trap Size Variance Letter Posted Y N (�(� Dumpster Screen? Y N t ' Violations related to Foddborne Illness Violations Related to Foodborne Illness Interventions Interventions and Risk Factors(Red Items 1-22) and Risk Factors(Red Items 1-22) (Cont.) FOOD PROTECTION MANAGEMENT PROTECTION FROM CONTAMINATION PROTECTION FROM CHEMICALS 3-501.14(C) PHFs Received at Temperatures According to 1 590.003(A) Assignment of Responsibility* 8 Cross-contamination 1q Food or Color Additives Law Cooled to 41°F/45°F Within 4 Hours* 590.003(B) Demonstration of Knowledge* 3-302.11(A)(1) Raw Animal Foods Separated from 3-202.12 Additives* 3-501.15 Cooling Methods for PHFs -I - - - - - - Cooked and RTE Foods.* * 19 - _ PHF Hot and Cold Holding_ 2=103.1-1 Person-in--Charge Duties 3-302.14, r. Protection from Unapproved Additives - � - Contamination from Raw Ingredients 15 Poisonous or Toxic Substances 3-501.16(B) Cold PHFs Maintained At or Below 41°F/45°F EMPLOYEE HEALTH 3-302.11(A)(2) Raw Animal Foods Separated from Each 7-101.l I Identifying Inform 590.004(F)- Other* 3-501.16(A) Hot PHFs Maintained At or Above 140°F*ation-Original Containers* 2 590.003(C) Responsibility of the Person-in-Charge to - 7-102.11 Common Name-Working Containers* - - Require Reporting by Food Employees and Contamination from the Environment 3-501.16(A) Roasts Held At or Above 130°F* 7-201.11 Separation-Storage* Applicants* 3-302.11(A) Food Protection* P g 20 Time as a Public Health Control 7-202.11 Restriction-Presence and Use* 590.003(F) Responsibility of A Food Employee or An 3-302.15_ _ _Washing Fruits and Vegetables 3-501.19 Time as a Public Health Control* Applicant To Report To The Person In Charge* * 7.202.12 Conditions of Use* 590.004 11 - Variance Requirements 590.003(G) Reporting by Person in Charge* Contamination from the Consumer 3-304.11 Food Contact with Equipment and Utensils 7-203.11 Toxic Containers-Prohibitions* ( ) q - - - 3 590.003(D) Exclusions and Restrictions* * 7-204.11 Sanitizers,Criteria-Chemicals* REQUIREMENTS FOR 3-306.14(A)(B)Returned Food and Rrated or of Food 7-204.12 Chemicals for Washing Produce,Criteria* HIGHLY SUSCEPTIBLE POPULATIONS HSP 590.003(E) Removal of Exclusions and Restrictions g � ) Disposition of Adulterated or Contaminated - - - Food 7.204.14 Drying Agents,Criteria* 21 3-801.11(A) Unpasteurized Pre-Packaged Juices and FOOD FROM APPROVED SOURCE 3-701.11 Discarding or Reconditioning Unsafe Food* 7-205.11 Incidental Food Contact,Lubricants* Beverages with Warning Labels* q Food-and Water From Regulated Sources 9 Food Contact Surfaces 7-206.11 Restricted Use Pesticides,Criteria* 3-801.11(B) Use of Pasteurized Eggs* 590.004A-B Compliance with Food Law* * 3-801.11(D) Raw or Partially Cooked Animal Food and ( ) P - 4-501.111 Manual Wazewashing-Hot Water 7.206.12 Rodent Bait Stations * 3-201.12 Food in a Hermetical) Sealed Container* Sanitization Temperatures* Raw Seed Sprouts Not Served . y Pe 7-206.13 Tracking Powders,Pest Control and 3-201.13 Fluid Milk and Milk Products* 4-501.112 Mechanical Wazewashing-Hot Water Monitoring* 3-801.11(C) Unopened Food Package Not Re-Served* 3-202.13 - j Shell Eggs* _ Sanitization Temperatures* TIME/TEMPERATURE CONTROLS 3-202.14 Eggs and Milk Products,Pasteurized* 4-501.114 Chemical Sanitization-Temp.,pH. 16 Proper Cooking Temperatures for PHFs CONSUMER ADVISORY 3-202.16 Ice Made From Potable Drinking Water* Concentration and Hardness* - 3-401.11A(1)(2) Eggs-155°F 15 sec 22 3-603.11 Consumer Advisory Posted for Consumption of 5-101.11 Drinking Water from an Approved System* Eggs 4-601.11(A) Clean Utensils and Food Contact Surfaces of E s-Immediate Service 145°F 15 sec* Animal Foods That are Raw,Undercooked or Equipment* Not Otherwise Processed to Eliminate 590.006(A) Bottled Drinking Water* 3-401.11(A)(2) Comminuted Fish,Meats&Game Pathogens* Elf give 1112001 4-602.1.1 Cleaning Frequency of Utensils and Food Animals-155°F 15 sec* 590.006(B) Water Meets Standards in 310 CMR 22.0* Contact Surfaces of Equipment* 3-302.13 Pasteurized Eggs Substitute for Raw Shell - Shellfish and Fish From an Approved Source 3-401.11(B)(1)(2) Pork and Beef Roast-130°F 121 min* Eggs* 4-702.11 Fregd�ncy of Sanitization of Utensils and Food 3-401.11(A)(2) Ratites,Injected Meats-155°F 15 sec* 3-201.14 Fish and Recreationally Caught Molluscan Contact Surfaces of Equipment* Shellfish* 4-703.11 Methods of Sanitization-Hot Water and 3-401.11(A)(3) Poultry,Wild Game,Stuffed PHFs SPECIAL REQUIREMENTS 3-201.15 Molluscan Shellfish from NSSP Listed Chemical* Stuffing Containing Fish,Meal,Poultry or 590.009 A( )-(D) Violations of Section 590.009(A)-(D)in cater- * Ratites-165°F 15 sec* in mobile food,temporary and residential Sources g� P azY 10 Proper,Adequate Handwashing 3-401.11(C)(3) Whole-muscle,Intact Beef Steaks 145°F* kitchen operations should be debited under Game and Wild Mushrooms Approved By E2-30EI.14 Clean Condition-Hands and Arms* Regulatory Authority 3-401.12 Raw Animal Foods Cooked in a Microwave the appropriate sections above if related to 3-202.18 Shellstock Identification Present* Cleaning Procedure* 165°F* foodbome illness interventions and risk factors. * When to Wash* 3-401.11 A 1 b All Other PHFs-145°F 15 sec* Other 590.009 violations relating to good retail 590.004(C) Wild Mushrooms ( )( )( )* 11Good Hygienic Practices 17 Reheating for Hot Holding practices should be debited under#29-Special 3-201.17 Game Animals Requirements. 5Receiving/Condition Eating,Drinking or Using Tobacco* 3-403.11(A)&(D) PHFs 165°F 15 sec* 3-202.11 PHF's Received at Proper Temperatures* 2-401.12 Discharges From the Eyes,Nose and Mouth* 3-403.11(B) Microwave-165°F 2 Minute Standing Time* VIOLATIONS RELATED TO GOOD RETAIL PRACTICES * 3-301.12 Preventing Contamination When Tasting* 3-403.11 C Commercial) Processed RTE Food-140°F* (Blue Items 23-30) 3-202.15 Package Integrity ( ) y Critical and non-critical violations,which do not relate to the foodborne 12 Prevention of Contamination from Hands 3-403.11E Remaining Unsliced Portions of Beef Roasts* 3-101.11 Food Safe and Unadulterated* � ( ) g illness interventions and risk factors listed above,can be found in the 6 Tags/Records:Shellstock 590.004(E) Preventing Contamination from Employees* 18 Proper Cooling of PHFs following sections of the Food Code and 105 CMR 590.000 * 13 Handwashing Facilities 3-501.14 A CoolingCooked PHFs from 140°F to 70°F 3-202.18 Shellstock Identification ( ) Item Good Retail Practices FC 590.000 3-203.12 Shellstock Identification Maintained* Conveniently Located and Accessible Within 2 Hours and From 70°F to 41°F/45°F Tags/Records:Fish Products 5-203. 11 Numbers and Capacities* Within 4 Hours* 23. Management and Personnel FC-2 .003 24. Food and Food Protection FC-3 .004 3 402.11 Parasite Destruction* 5-204.11 Location and Placement* 3-501.14(B) Cooling PHFs Made from Ambient Temperature Ingredients to 41°F/45°F q 25. Equipment ment and Utensils FC-4 .005 3-402.12 Records,Creation and Retention* 5-205.11 Accessibility,Operation and Maintenance Within 4 Hours* 26. Water,Plumbing and Waste FC-5 .006 590.004(J) labeling of Ingredients* Supplied with Soap and hand Drying Devices 27. Physical Facility FC-6 .007 7 Conformance with Approved Procedures/ 6-301.11 Handwashing Cleanser,Availability 28. 1 Poisonous or Toxic Materials FC-7 .008 HACCP Plans 6-301.12 Hand Drying Provision 129. 1 Special Requirements 009 3-502.11 Specialized Processing Methods* 130. 1 Other 3-502.12. Reduced-Oxygen Packaging.Criteria* _ 8-103.12 Conformance with Approved Procedures* S:590Formback6-2doc *Denotes critical item in the federal 1999 Food Code or 105 CMR 590.000. *Denotes critical item in the federal 1999 Food Code or 105 CMR 590.000. OfIK qty Barnstable Town of Barnstable `" MAS& & ' Board of Health039. I 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Paul Canniff,D.M.D. FAX: 508-790-6304 Donald Guadagnoli,M.D. Junichi Sawayanagi December 22, 2016 Mr. Winston Steadman All Cape Environmental Services, Inc. P.O. Box 235 Yarmouthport, MA 02675-02355 ,RE SapinfWstewrEflut, mInvatv /A System atthOmo ae efro n e r yster. Harbors Club, 170 Grand Island Dr1ve; Osterville,. Dear Mr. Steadman, During the public meeting of the Board of Health held on December 20, 2016, the Board voted to approve an influent and effluent monitoring plan in regards to sampling and testing the innovative/alternative system located at 170 Grand Island Drive as follows: • Effluent sampling of BOD,TSS, TKN,NH4,NO2,NO3, alkalinity,pH,turbidity, and DO shall occur once each month during the months of June, July, August, and September each year, for a minimum of two years. • Influent sampling of BOD5, TSS,NH4 and TKN shall occur once each month during the months of June, July, August, and September each year, for a minimum two year period. After the two year period has ended (after eight influent and effluent tests) the applicant may request permission to request the frequency of influent and effluent testing from the Board of Health. ince ly, Paul anniff D. Chairman BOARD OF HEALTH Q:WP/Steadman Oyster Harbors Club Monitoring Plan 2016.docx s u N lr�C,I N C TI ►T 9�0 i rl -- aYyer, 14Mf�- (!-Ld I 10 G KPrab =:r-l w ram, 0-(' All.Cape Environmental Services Inc. P.O. Box 235 Yarmouth Port Ma. 02675-0235 www.aIIcaPeenvironmentaIservice.com had with the step system proposed, is that it is filtered and the filter with grow a fixed film that will help in the reduction in BOD5. Should the need arise the proposed STEP system could be removed without disrupting flow. I would like to bring up that this system is situated on a 12 acre parcel and if it were residential housing there could be (in theory)48 bedrooms without the requirement of treatment. This does not include the actual golf course which is 134 acres. So the mass daily load in that area is low, even when the system does not meet permit limits. Proposed monitoring plan of the system shall'be as follows; • No monitoring from January until June 15 • June 15th Influent sampling of BOD5,TSS, NH4,and TKN, Effluent sampling of BOD5,TSS,TKN, NH4, NO2, NO3,Alkalinity, along with field sampling of DO,Turbidity, PH.Sludge Depth in FAST tank and Septic Tank.Step system report on flows and timer override events. • July 15th Influent Testing of BOD5&TSS, Effluent Testing of BOD5&TSS,field sampling of DO,Turbidity, PH.Sludge Depth in FAST tank and Septic Tank.Step system report on flows and timer override events. • August 15th Influent sampling of BOD5,TSS, NH4, and TKN, Effluent sampling of BOD5,TSS,TKN, NH4, NO2, NO3, Alkalinity,along with field sampling of DO,Turbidity, PH.Sludge Depth in FAST tank and Septic Tank.Step system report on flows and timer override events. e September 15`h Influent sampling of BOD5,TSS, NH4,and TKN, Effluent sampling of BODS,TSS,TKN, NH4, NO2, NO3, Alkalinity,along with field sampling of DO,Turbidity, PH.Sludge Depth in FAST tank and Septic Tank.Step system report on flows and timer override events. • September 161 thru December no testing All Cape Environmental Services Inc. P.O. Box 235 Yarmouth Port Ma. 02675-0235 www.allcapeenvironmentalservice.com 11/22/2016 2:15 PM Town of Barnstable Barnstable Board of Health 367 Main Street Hyannis,MA. 02601 Dear Members of the Board I am proposing an effluent STEP system at the Oster Harbors Club Grand Island Drive Osterville. The reason for proposing this system is in response to a biologically overloaded system(during peak usage months),the use of this system will allow an equalizing effect to take place in the primary settling tank. This will accomplish two objectives. The first being—to give the incoming effluent time to settle and the effluent from the grease trap time to cool and settling out more FOG. The STEP system is also filtered to 1/8" and will grow a biomass that will help with pretreatment, reducing BOD5 &TSS levels. The second—Give the FAST system a more constant flow and reducing the spike flows by allowing the daily flow to be stretched out over a 24 hour period vs the 6 to 12 hours that is happening now. The STEP system is to be installed in such a manner as to not change the current invert out. If there is a power failure or a pump failure the existing invert out will be available to carry the effluent to the treatment tank by gravity. Please find enclosed a sketch outlining the set-up of the STEP System,the MADEP General Approval of the STEP system,a manufactures cut sheet,an outline of the current BODS loading and historical treatment results, and a manufactures cut sheet for 4.5 fast system. Since ly Winston A.Steadman II Operator C� 'P ( `% Pro Step System will be set on a 15 minute cycle And pumping 30 gallons per cycle, for a total of Up to 2880 gallons in a 24 hour period. Cycle Time is adjustable 12 min airspace - _ - Max Liquid level I ' Flexible tubing to used in pro step Max 36"- 5,145 gal Discharge and run into the existing Pro Equalization zone 4"outlet pipe. During a pump failure or power outage the original outlet Invert Step Will become active and flow can continue until power or pump is restored. 7'-0„ 000 37„ Min 48"-6,850 gal Settling Zone N.T.S i i D Commonwealth of Massachusetts Executive Office of Energy&Environmental Affairs Department of Environmental Protection One Winter Street Boston, MA 02108.617-292-5500 Charles D.Baker Matthew A.Beaton Governor Secretary Karyn E.Polito Martin Suuberg Lieutenant Governor Commissioner CERTIFICATION FOR GENERAL USE Pursuant to Title 5, 310 CMR 15.000 Name and Address of Applicant: Orenco Systems,Inc 814 Airway Ave. Sutherlin, OR 97479 Trade name of technology and model number:ProStepTM Effluent Pumping Systems—PSA-X and PSB-X Biotube®Pump Vault—PVU-X and PV-X (hereinafter the "System" ). Schematic drawings of the System, operating manual and inspection checklist are available from the manufacturer. Transmittal Number: X227956 Date of Issuance: September 29, 2009, revised March 20, 2015 Authority for Issuance Pursuant to Title 5 of the State Environmental Code, 310 CMR 15.000, the Department of Environmental Protection hereby issues this Certification to: Orenco Systems, Inc 814 Airway Ave. Sutherlin, OR 97479 (hereinafter, "the Company"), for General Use in the Commonwealth of Massachusetts of the System described herein. Sale and use of the System are conditioned on and subject to compliance by the Company and the System owner with the terms and conditions set forth below. Any noncompliance with the terms or conditions of this Certification constitutes a violation of 310 CMR 15.000. March 20,2015 David Ferris,Director Date Wastewater Management Program Bureau of Water Resources This information is available in alternate format.Call Michelle Waters-Ekanem,Diversity Director,at 617-292-6761.TTY#MassRelay Service 1-800.439-2370 MassDEP Website:www.mass.gov/dep Printed on Recycled Paper Certification for General Use Page 2 of 4 Effluent Pumping System-ORENCO I. Purpose - 1. The purpose of this Certification is to allow the use of the System in Massachusetts on a General Use basis. 2. With the necessary permits and approvals required by 310 CMR 15.000,this Certification authorizes the use of the System in Massachusetts. 3. The System may be installed on all facilities where a system in compliance with 310 CMR 15.000 exists on site or could be built and for which a site evaluation in compliance with 310 CMR 15.000 has been approved by the local approving authority; or by DEP if DEP approval is required by 310 CMR 15.000. 11. Design Standards 1. The System consists of a filter cartridges mounted in a pump vault that is placed in the outlet end of the septic tank. The pumping vault is designed for use with 4 inches turbine effluent pump. The filter cartridges are constructed of an array of filter tubes. The pump vault, which is suspended from the tank access opening, functions as a separate pumping compartment within the tank, equipped with its own filter. 2. The System shall be installed in a second compartment septic tank or the last tank in two tank series. When the system is installed in the two-compartment septic tank, the tank shall be constructed with flow-through posts in the baffle separating the two compartments, to maintain an equal liquid level throughout the tank. Any tank in which the System is' installed shall be cast or manufactured with opening large enough to permit the installation of the System with out modifying the tank. 3. The septic tank, in which the System is to be installed, shall comply with retention time and any applicable requirements in 310 CMR 15.223; 15, 224; 15.225, and 15.227. 4. The septic tank, in which the System is to be installed, shall have a minimum one day of flow emergency storage, which can be assessed from the high-level alarm to inlet invert as required by 310 CMR 15.231(2). III. General Conditions 1. The provisions of 310 CMR 15.000 are applicable to the use of the System, except those that specifically have been varied by the terms of this Certification. 2. The facility served by the System, and the System itself, shall be open to inspection and sampling(if any)by the Department and the local approving authority at all reasonable times. 3. In accordance with applicable law, the Department and the local approving authority may require the System owner to cease use of the System and/or to take I , Certification for General Use Page 3 of 4 Effluent Pumping System-ORENCO any other action as it deems necessary to protect public health, safety, welfare or the environment. 4. Design, installation and use of the System shall be in strict conformance with the Company's DEP approved plans and specifications and 310 CMR 15.000, subject to this Certification. IV. Conditions Applicable to the System Owner 1. The System is approved for use in the treatment and disposal of sanitary sewage only. Any wastes that are non-sanitary sewage, generated or used at the facility served by the System, shall not be introduced into the on-site sewage disposal system and shall be lawfully disposed of. 2. Prior to installation the system in an existing septic system, the system owner shall obtain approval from the local approving authority for the proposed modification of the system. If the system is a failed, failing, or nonconforming system, the system shall be upgraded in accordance with 310 CMR 15.404. 3. The System owner shall at all times properly operate and maintain the System and the onsite sewage disposal system in which the System is installed. 4. The system owner shall have a septage hauler, licensed by the local board of health in accordance with G.Uc. III s. 31A and 310 CMR 15.502, service the filter regularly, at least once every year and inspect pumps, alarm and other equipment in accordance with 310 CMR 15.254(2). The system owner shall report in writing to the local Board of Health within 30 days of the date of servicing every time the pump is serviced. 5. The System owner shall furnish the Department any information that the Department requests regarding the operation and performance of the System, within 21 days of the date of receipt of that request. V. Conditions Applicable to the Company 1. The Company shall notify the Department's Director of Wastewater Management Program at least 30 days in advance of any proposed transfer of ownership of the technology for which this Certification is issued. Said notification shall include the name and address of the proposed new owner and a written agreement between the existing and proposed new owner containing a specific date for transfer of ownership, responsibility, coverage and liability between them. All provisions of this Certification applicable to the Company shall be applicable to successors and assigns of the Company, unless the Department determines otherwise. 2. The Company shall furnish the Department any information that the Department requests regarding the System, within 21 days of the date of receipt of that request. -- I Certification for General Use Page 4 of 4 Effluent Pumping System-ORENCO 3. Prior to any sale of the System, the Company shall provide the purchaser with a copy of this Certification. In any contract for distribution or sale of the System, the Company shall require the distributor or seller to provide the purchaser of the System,prior to any sale of the System, with a copy of this Certification. 5. The Company shall prepare an installation, and operation and maintenance manual specifically detailing procedures for installation and operation of the System. The Company or its agent shall provide the purchaser a copy of this document. VI. Reporting 1. All" submittals of notices and documents to the Department required by this Certification shall be submitted to: Director Wastewater Management Program Department of Environmental Protection One Winter Street—5th floor Boston,Massachusetts 02108 VII. Rights of the Department 1. The Department may suspend, modify or revoke this Certification for cause, including, but not limited to, non-compliance with the terms of this Certification, non-payment of an annual compliance assurance fee, for obtaining the Certification by misrepresentation or failure to disclose fully all relevant facts or any change in or discovery of conditions that would constitute grounds for discontinuance of the Certification, or as necessary for the protection of public health, safety, welfare or the environment, and as authorized by applicable law. The Department reserves its rights to take any enforcement action authorized by law with respect to this Certification, the System, the owner, or operator of the System and the Company. r r , Orencv Universal Biotube" Pump Vaults For use with Orenc& 4-inch (100-mm) Suhmersihle Effluent Pumps Applications General Orenco Biotube®Pump Vaults are used to filter effluent that is pumped The Orenco Biotube Pump Vault includes a molded polyethylene hous- from septic tanks or separate dosing tanks in STEP systems and onsite ing with an internal Biotube filter cartridge constructed of polypropylene wastewater treatment systems.They remove two-thirds of suspended and PVC,Schedule 80 PVC support pipes are included to suspend the solids,on average.Pump vaults house a Biotube effluent filter and one vault in a tank opening."Earless"68-inch(1727-mm)vaults,which rest or two Orenco high-head effluent pumps and can be used in single- on the bottom of the tank instead of on support pipes,are also available. compartment septic tanks with flows up to 40 gpm(2.5 Usec).When The filter cartridge can be removed without pulling the pump or the vault. flows are greater than 40 gpm(2.5 Usec),a double-compartment sep- Effluent enters through inlet holes around the perimeter of the Biotube tic tank or separate dosing tank is recommended. vault and flows through the Biotubes to the external flow inducer.The external flow inducer accommodates one or two pumps.Orenco Biotube Pump Vaults are covered by U.S.patents#4,439,323 and 5,492,635. Support pipe _y- Standard Models PVU57-1819,PVU68-2419,PVU84-2419,PVU95-3625. ' R f. Product Code Diagram PVU 0 K - 36 25 - KI External flow inducer I Support pipe length: Blank =standard,for 24"(600 mm)riser L =long,for 30"(750 mm)riser NB =no support pipe bracket(earless) Inlet hole height,standard: 13"(330 mm) 19"(482 mm) 25"(635 mm) Cartridge height,standard Inlet holes 18"(457 mm) 24"(610 mm) 36"(914 mm) Vault height:' 57"(1448 mm) 68"(1727 mm) 72"(1829 mm) 84"(2134 mm) 95"(2413 mm) or custom specification Biotube•fitter mesh: Blank =1/8"(3.2 mm)mesh P =1/16"(1.6 mm)mesh Side View Universal Pump Vault Custom heights from 42"to 135"available Tank Access and Riser Diameters Materials of Construction Diameter,in.(mm) PVU with PVU with Support pipe Schedule 80 PVC simplex pump duplex pumps Biotube®vault Polyethylene Tank access,minimum 19(483) 19(483) Biotube filter cartridge Polypropylene/PVC Tank access,recommended 20(508) 20(508) Riser,minimum 24(600) 30(750) Float stem Schedule 40 PVC Drain valve ball Polypropylene Orenco Systems®Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA•800-348-9843.541-459-4449•www.orenco.com NTO-PVU-1 Rev.1.3,®09/14 Page 1 of 2 Support pip E es G . r IF 011 C F Top view 2-inch(50-mm)min. r. J H Dimensions A,in.(mm) 3(76) Drain B,in.(mm) 4(102) B -„ ' valve ball C,in.(mm) 17,3(439) D,in.(mm) 16.6(422) Side view cutaway E,in.(mm) 12(305) Specifications Model PVU57-1819 PVU68-2419 PVU84-2419 PVU95-3625 F,vault height,in.(mm) 57(1448) 68(1727) 84(1727) 95(2413) G,lowest float setting point,in.(mm) 29(737) 35(889) 51 (1295) 50(1270) H,inlet hole height,in.(mm)* 19(483) 19 in.(483) 19(482) 25(635) J,Biotube®cartridge height,in.(mm) 18(457) 24(610) 24(610) 36(914) Biotube mesh opening,in.(mm) 0.125(3) 0.125(3) 0.125(3) 0.125(3) Filter flow area,ft2(m� 4.4(0.4) 5.9(0.5) 5.9(0.5) 9.0(0.84) Filter surface area,ft2(m� 14.5(1.35) 19.7(1.83) 19.7(1.83) 30(2.79) Maximum flow rate,gpm(Usec) 140(8.8) 140(8.8) 140(8.8) 140(8.8) May vary depending on the configuration of the tank. NTD-Pw-1 Orenco Systems®Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA•800-348-9843•541-459-4449•www.crenco.com Rev.1.3,0 09/14 Page 2 of 2 All Cape Environmental Services Inc. P.O. Box 235 Yarmouth Port Ma. 02675-0235 www.allcapeenvironmentalservice.com BOD5 LOADING of SYSTEM In Massachusetts we design septic systems for hydraulic flow. The I/A manufacture's design and rate there systems on BOD5 loading, and give their treatment potential in GPD. The standard BOD5 loading that is used by most manufactures is 100-250 mg/l. The NSF standard 40 (which the FAST system has approval for) states residential effluent strength to be BOD5 100-300mg/1 and TSS 100-350mg/1. This system would have gone under trials to push the limit of treatment. To understand the relationship between strength and flow you have to convert to pounds of BOD5 per day. The calculation is as follows(flow in Mgd)(concentration mg/1)(8.34)=pounds per day of BOD5 So a 4.5 FAST system is rated at 4500 gallons per day with a BOD5 loading of 240 mg/1 (.0045 Mgd)(240 mg/1)(8.34 lbs.) = 91bs./day BOD5 Per the water department records—I came up with an average flow of 604,000 gallons for the past two years. Then deducted the first 6 months use of 168,000 to come up with a June to January use of 435,000 gallons,this usage is skewed as the majority of the use is between mid-June Thru mid-September(3 month period)by using the above calculation I came up with an average flow per day of 2,384 (it may be higher some days than others but I needed a place to start)By using the average influent of 666 mg/l we get a loading of(.002384 Mgd)(666 mg/1)(8.34)= 13.24 lbs. per day of Bod5,that gives me a 4.241bs. surplus of BOD5 not terrible bad except that this distributed to the FAST unit between 6 and 12 hours instead of 24 hours. These figures are general as some days we may not get less than that kind of loading and some days we may get more. The short time frame that the system receives flow creates an oxygen demand problem,typically DO needs to be at least 2.0 mg/1 (FAST systems are more like 6 or 7 mg/1 of DO) for the biological process to thrive. Anything below 2.0 mg/l causes a slowdown in the reduction of BOD5. During times of high flow the DO readings at the splash plate (where DO should be at Saturation levels)was below lmg/1 This creates a bit of a catch 22 as more flow comes in more oxygen demand is put on the system, so it is unable to catch up until later in the day after flow is slowed or stops. The bacteria are always stressed because of the lack of oxygen, which causes them to slow down and die off quicker creating more sludge, which causes more oxygen demand and so on and so on. Peak season the system is struggling to keep up. With all of this being said please see the BOD5 chart enclosed. We are still getting an average reduction rate of 96%on BOD5. One thing I would like to mention is that in order to de-nitrify BOD5 and TSS have to be reduced significantly and we need a surplus of Dissolved Oxygen(DO) With the STEP system I am hoping to equalize the flow out over 24 hours which will provide much better treatment. I will be able to also log daily flow volume based off actual run times. Using the existing tank and reducing the liquid level from 7' to 4' and using the 3' as the equalization volume.No volume will be required above the alarm float as at that point the effluent will be able to go gravity to the treatment unit, as it does now. Another bonus.effect that will be f CZIe� C ► a v-5-i r-r. 14A&Zt.,,3 (�Ld i10 Ali Cape Environmental Services Inc. P.O. Box 235 Yarmouth Port Ma. 02675-0235 www.aIIcapeenvironmentaIservice.com had with the step system proposed, is that it is filtered and the filter with grow a fixed film that will help in the reduction in BODS. Should the need arise the proposed STEP system could be removed without disrupting flow. I would like to bring up that this system is situated on a 12 acre parcel and if it were residential housing there could be (in theory)48 bedrooms without the requirement of treatment. This does not include the actual golf course which is 134 acres. So the mass daily load in that area is low, even when the system does not meet permit limits. Proposed monitoring plan of the system shall be as follows; • No monitoring from January until June 15 • June 15t' Influent sampling of BODS,TSS, NH4,and TKN, Effluent sampling of BODS,TSS,TKN, NH4, NO2, NO3,Alkalinity, along with field sampling of DO,Turbidity, PH. Sludge Depth in FAST tank and Septic Tank. Step system report on flows and timer override events. • July 15th Influent Testing of BODS&TSS, Effluent Testing of BODS&TSS,field sampling of DO,Turbidity, PH.Sludge Depth in FAST tank and Septic Tank.Step system report on flows and timer override events. • August 15th Influent sampling of BODS,TSS, NH4,and TKN, Effluent sampling of BODS,TSS,TKN, NH4, NO2, NO3, Alkalinity,along with field sampling of DO,Turbidity, PH.Sludge Depth in FAST tank and Septic Tank.Step system report on flows and timer override events. • September 15th Influent sampling of BODS,TSS, NH4,and TKN, Effluent sampling of BODS,TSS,TKN, NH4, NO2, NO3, Alkalinity,along with field sampling of DO,Turbidity, PH.Sludge Depth in FAST tank and Septic Tank.Step system report on flows and timer override events. • September 16th thru December no testing f 1 � Ali Cape Environmental Services Inc. P.O. Box 235 Yarmouth Port Ma. 02675-0235 www.alIcapeenvironmentaIservice.com BOD5 LOADING CHART Flow rate AVG/GPD 2,384 Average 4500 gpd DATE INFLUENT EFFLUENT Reduced LBS/DAY LBS/DAY 12/28/2007 400 7.3 98.18 7.95 15.01 6/30/2008 140 43.2 69.14 2.78 5.25 9/23/2008 520 2 99.62 10.34 19.52 4/9/2009 950 2 99.79 18.89 35.65 6/30/2009 270 8.6 96.81 5.37 10.13 9/29/2009 1090 37 96.61 21.67 40.91 7/20/2010 2650 61.7 97.67 52.69 99.45 10/7/2010 3060 40 98.69 60.84 114.84 10/10/2012 1300 8 99.38 25.85 48.79 8/5/2014 240 32 86.67 4.77 9.01 8/6/2015 1440 264 81.67 28.63 54.04 3/31/2016 1810 22.2 98.77 35.99 67.93 6/9/2016 980 12 98.78 19.48 36.78 AVERAGES 1 1142.31 41.54 96.36 22.71 42.87 Please note that some data was eliminated due to questionable results and missing influent or effluent sample for a particular date. 10"[25] OMIN NOTES 24"Sb MIN vent pipe 1. Airline piping to FASTO may not exceed 100 FT[30m] total length see note 2 and have a maximum of 4 elbows in the piping system.For [61 cm]MIN distances greater than 100 FT[30m] consult factory.Blower must Observation Port be located above flood levels on a concrete base 56.8"X 35.8" All plumbing and venting X 2.5"[144 X 91 X 6.35cm] minimum. must use water tight 2. Vent to desired location and cover opening with a vent grate gaskets must be secured with at least 20 sq in.[125 sq.cm)open surface area.Secure Inspection/ see notes 2 5 with stainless steel screws.Vent piping must not allow Pump out Ports condensate build up or create back pressure.Vent must be see notes 3-5 above finished grade or higher(see sheet 4 of 4). 4"0 FASTO treated 3. All appurtenances to FASTO(e.g.tanks,access ports, electrical, effluent pipe etc.) must conform to all applicable country,state,province, 3"[8) MIN note 7 and local plumbing and electrical codes.Pump out access shall Blower Piping see note 9 be adequate to thoroughly clean out both zones. see note - - - 4. All inspection,viewing and pump out ports must be secured to = 19"MIN prevent accidental or unauthorized access. [48,3 MIN] 5. Tank,piping,conduit,etc.are provided by others.Blower control - system by Bio-Microbics,Inc.See Installation Manual. Treated Inffluent :: 35 1/4" 6. If less than the specified minimum is considered necessary, see note 8 [89.5) 47 1/4"MIN consult factory for guidance. �x `� [120 MIN] 7. All piping and ancillary equipment installed after FAST must not ' TV impede or restrict free flow of effluent. 8. The tank(s) shall be designed to prevent air passage between the settling zone/tank and the treatment zone and preventing Treatment Zone 12" see note 1 1 an air lock.Examples include a baffle wall sealed to the lid or 4220 Gallon MIN (16000L MIN] treatment zone inlet line with a pipe cap.Consult factory for [30.5] guidance. 9. The air supply line into the FAST@ unit must be secured to prevent 178"MIN vibration induced damage.The air supply line should be secured with a non-corrosive clamp every 2'min (60 cm].See alternate [452.1 MIN] 8"MIN air supply option on sheet 3 of 3. Lifting hole [20.3 MIN] 10. Specialized treatment levels may require specific features to be incorporated into the design.Consult factory for guidance. 77"+l/2" 79„+1/2" 11. Refer to sheet 3 of 3 for leg extensions requirements. [195.6±1.3] [200.7±1.3] 12. Secure provided support braces to prevent movement. 96"MIN [243.8 MIN] DO NOT SCALE 0 24"MIN 82 1/2"±1/2" [209.6±1.3] UNLESS NOTED [61 MIN] Inspection/ DIMENSIONS INCHES , Pump out port [CENTIMETERS] see notes TOLERANCES BETTER WATER.BETTER WORLIX 3-5 ±0.02 CM Hi hStren thFAST 4.5 FAST Unit Liner Brace See note 12 WEIGHT lb ISIZE1 DRAWINGNUMBER THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF BIO-MICROBICS INC. ANY REPRODUCTION IN PART OR AS A NAME DATE A HSFAST 4.5 with feet SHEET WHOLE WITHOUT THE WRITTEN PERMISSION OF BIO-MICROBICS INC.IS PROHIBITED.DESIGN AND INVENTION RIGHTS ARE RESERVED.IN THE BIO-MICROBICS©2014 1DRAWN CTC 5/10/2006 1 OF 3 INTEREST OF TECHNOLOGICAL ADVANCEMENT,ALL PRODUCTS ARE SUBJECT TO DESIGN AND OR MATERIAL CHANGE WITHOUT NOTICE. CHECKED PF 10/18/2013 REVISED 10/18/2013 REV. INI-06-Z 9 J 3"[7.6cm] MIN 0 air supply line 35 3/4 Electrical conduit inside of the treatment Water tight tank must be made of [90.7] to Bio-Microbics® gasket Stainless steel material. control panel Non-corrosive clamp provided by others Semi flexible air line connections with 3" 0 stainless steel MPT O fittings provided by Non-corrosive Bio-Microbics® clamp every 33" 24"[60cm]MIN [83.8] 56 7/8 [144.5] Flexible airline 35 1/4" with MPT fittings [89.5] 3"MIN Oair supply line utilizing galvanized or stainless steel piping from the blower housing to the Concrete base treatment tank provided by Supplied by others. others DETAIL B SCALE 2 : 55 2 screws per Notes side included 1. Secure leg extension to the FAST®unit by placing two screws on each side of the leg Minimum leg extension (4 screws per foot are included). extension assembl 2. Cut 4"schd.40 PVC pipe(not included) to obtain the desired height.Minimum pipe y length of 11 3/4"(29.7cm].For heights greater then 18"[45.7cm] use schd.80 PVC see notes 1-4 pipe(not included).Consult factory for extending leg beyond 36"[91 cm]. 3. Anchor the leg extensions to the tank with non-corrosive hardware (not Included) at the provided mounting points. 4. If less than the minimum of 12 inches[30.5 cm]is used between the lowest point of the insert and the base of the tank,consult factory for approval. 5. The air supply line into the FAST®unit must be secured to prevent vibration induced 1 1 3/4"MIN damage. The air supply line should be secured with a non-corrosive clamp every 2ft [0.6m]minimum.The unit is supplied with 3"0 semi-flexible airline connections with [29.7 MIN] stainless steel MPT fittings and sample U-shape pipe clamps. 6. Tank,anchors,liner brace,piping conduit,blower,housing pad and vents are provided by others. DO NOT SCALE UNLESS NOTED Q DIMENSIONS ! e ARE IN INCHES [CENTIMETERS] BETTER WATER.BETTER WORLIX TOLERANCES ±0.02 IN/IN [±0.05 CM/CM] HighStrengthFAST 4.5 FAST Unit WEIGHT Ib SIZE DRAWING NUMBER THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF BIO-MICROBICS INC. ANY REPRODUCTION IN PART OR AS A NAME I DATE A HSFAST 4.5 Details SHEET WHOLE WITHOUT THE WRITTEN PERMISSION OF BIO-MICROBICS INC.IS PROHIBITED.DESIGN AND INVENTION RIGHTS ARE RESERVED.IN THE BIO-MICROBICS©2014 DRAWN CTc 5/10/2006 3 OF 3 INTEREST OF TECHNOLOGICAL ADVANCEMENT,ALL PRODUCTS ARE SUBJECT TO DESIGN AND OR MATERIAL CHANGE WITHOUT NOTICE. CHECKED PF 10/18/2013 REVISED 10/18/2013 REV. INI-06-Z J J Specifications for HighStrengthFAST 4.5 Wastewater Treatment System 1.GENERAL The contractor shall furnish and install (1) HighStrengthFAST 4.5 treatment system as manufactured by Bio-Microbics, Inc. The treatment system shall be complete with all needed equipment as shown on the drawings and specified herein. The principal items of equipment shall include FAST System insert,leg extensions,blower assembly, blower controls and alarms. The MicroFAST 4.5 unit shall be situated within a 4,220 Gallon (16,000 L) minimum tank,as shown on the plans. Suggested maximum settling tanks) equaling'/2 to 1 x daily flow must be used prior to FAST. Tank(s) must conform to local,state,and all other applicable codes. The contractor shall provide coordination between the FAST system and tank supplier with regard to fabrication of the tank,installation of the FAST unit and delivery to the job site. 2.OPERATING CONDITIONS The HighStrengthFAST 4.5 treatment system shall be capable of treating the wastewater produced by non-residential or commercial facilities provided the waste contains nothing that will interfere with biological treatment.The FAST system is a biological treatment system not meant for non-biodegradable or industrial wastewater.Consult factory for proper sizing and usage. 3.MEDIA The FAST media shall be manufactured of rigid PVC,polyethylene,or polypropylene and it shall be supported by the polyethylene insert. The media shall be fixed in position and contain no moving or wearing parts and shall not corrode. The media shall be designed and installed to ensure that sloughed solids descend through the media to the bottom of the septic tank. 4.BLOWER The HighStrengthFAST 4.5 unit shall come equipped with a regenerative type blower capable of delivering 90-140 CFM[185-238m3/hr]. The blower assembly shall include an inlet filter with metal filter element. 5.REMOTE MOUNTED BLOWER The blower elevation must be higher than the normal flood level. A two-piece,rectangular housing shall be provided with tamper-proof screws. The discharge air line from the blower to the MicroFAST shall be provided and installed by the contractor. 6.ELECTRICAL The electrical source should be within 150 feet (45 meters] of the blower. Consult local codes for longer wiring distances. All wiring must conform to code.Input power on 60Hz electrical systems 220/460VAC,30, 1 1/4.5 FLA,on 50 Hz electrical systems 230/380VAC,30, 13.4/7.2 FLA.Other voltages and phase are also available.Actual power consumption varies with site conditions.All conduit and wiring shall be supplied by contractor. 7.ALARMS The alarm system shall consist of a visual and audible alarm to indicate loss of power to the blower. A manual silence switch is included. 8.INSTALLATION AND OPERATING INSTRUCTIONS All work must be done in accordance with local codes and regulations.Installation of the HighStrengthFAST 4.50 shall be done in accordance with the written instructions provided by the manufacturer. An operation and maintenance manual shall be furnished,which will include a description of system installation,operation,and maintenance procedures. Treatement unit weighs approximately 1600 pounds(726kg]. Four holes for lifting the FAST liner are supplied.Spreader bars are to be used in lifting the unit. Place spreader bars between lifting holes. 9.FLOW &PIPE SIZING FAST systems have been successfully designed,tested and certified receiving gravity,demand-based influent flow.Consult factory for guidance when influent flow is controlled by pump or other means to help with highly variable flow conditions.Multiple dosing events should be used to maximize performance. 10.WARRANTY Bio-Microbics,Inc.warrants all new commercial FAST O models(HighStrengthFAST®1.0,1.5,3.0,4.5 and 9.0)against defects in materials and workmanship for a period of one year after installation or eighteen months from date of shipment,whichever occurs first.All are subject to the following terms and conditions below: During the warranty period,If any part is defective or falls to perform as specified when operating at design conditions,and If the equipment has been Installed and is being operated and maintained in accordance with the written instructions provided by Blo-Microbics,Inc.,Bio-Microbics,Inc.will repair or replace at Its discretion such defective parts free of charge. Defective parts must be returned by owner to Bio-Microbics,Inc.'s factory postage paid,if so requested. The cost of labor and all other expenses resulting from replacement of the defective parts and from Installation of parts furnished under this warranty and regular maintenance Items such as filters or bulbs shall be borne by the owner, This warranty does not cover general system misuse,aerator components which have been damaged by flooding or any components that have been disassembled by unauthorized persons,improperly Installed or damaged due to altered or Improper wiring or overload protection. This warranty applies only to the treatment plant and does not include any of the structure wiring,plumbing,drainage,septic tank or disposal system. Bio-Mlcrobics,Inc.reserves the right to revise,change or modify the construction and/or design of the FAST system,or any component part or parts thereof,without Incurring any obligation to make such changes or modifications in present equipment. Bio-Microbics,Inc.is not responsible for consequential or Incidental damages of any nature resulting from such things as,but not limited to,defect In design,material,or workmanship,or delays in delivery,replacements or repairs. THIS WARRANTY IS IN LIEU OF ALL OTHER WARRANTIES EXPRESS OR IMPLIED.BIO-MICROBICS SPECIFICALLY DISCLAIMS ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. DO NOT SCALE NO REPRESENTATIVE OR PERSON IS AUTHORIZED TO GIVE ANY OTHER WARRANTY OR TO ASSUME FOR BIO-MICROBICS,INC.,ANY OTHER LIABILITY IN CONNECTION WITH THE SALE OF ITS PRODUCTS.Contact your local distributor for parts and service. UNLESS NOTED • 0 DIMENSIONS ARE IN INCHES ��►/ [CENTIMETERS] BETTER WATER.BETTER WORLW TOLERANCES ±0.02 IN/IN [±0.05 CM/CM] HighStrengthFAST 4.5 FAST Unit WEIGHT Ito SIZE DRAWING NUMBER THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF BIO-MICROBICS INC. ANY REPRODUCTION IN PART OR AS A NAME DATE A HSFAST 4.5 Specifications SHEET WHOLE WITHOUT THE WRITTEN PERMISSION OF BIO-MICROBICS INC.IS PROHIBITED.DESIGN AND INVENTION RIGHTS ARE RESERVED.IN THE BIO-MICROBICS©2014 DRAWN 5/10/2006 2 OF 3 INTEREST OF TECHNOLOGICAL ADVANCEMENT,ALL PRODUCTS ARE SUBJECT TO DESIGN AND OR MATERIAL CHANGE WITHOUT NOTICE. CHECKED PE 10/18/2013 REVISED 10/18/2013 REV. 9 1 J V. /h it Crocker, Sharon From: Crocker, Sharon 9' it Z� `Lv Sent: Tuesday, November 15, 2016 7:37 PM _ i' To: 'Winston A. Steadman II' Cc: Crocker, Sharon 9 Subject: FW: Board of Health - Town of Barnstable RE: Oyster Harbors W� Hello Winston, 1v Do you have any paperwork I can send out in the package for next Tuesday's meeting? Please let me know tomorrow as the packages are going out. Thank you. Sharon Crocker 508-862-4644 From: Crocker, Sharon Sent: Monday, October 17, 2016 7:26 PM To: 'Winston A. Steadman II' Subject: Board of Health - Town of Barnstable RE: Oyster Harbors Hello Winston, This is to let you know that the November meeting is changed to: TUESDAY, NOVEMBER 22, 2016 same Hearing Room, same times. Here is a copy of the meeting pertaining to the item for November meeting—See you in November. Thank you. Sharon From our July 12, 2016 meeting. I. Innovative/Alternative (I/A) Septic Monitoring Plan: Winston Steadman representing Oyster Harbors Club— 170 Grand Island Drive, Osterville, year 2015 and June 2016 test results of I/A monitoring results and water usage comparisons. Winston Steadman was present. There was much discussion on the system. The owners are diligent about pumping the whole system annually at the beginning of the season and they pump out the grease tanks monthly during the season. Winston said that as the Fast system recirculates the fluids, it adds in the BODs and overloads it. The system needs more oxygen; the,biological load is too much. The Board asked Winston to discuss the issue with George Heufelder, Director of Barnstable County Health, as he is very resourceful with the Innovative/Alternative (I/A) systems. i Crocker, Sharon From: Crocker, Sharon �d Sent: Monday, October 17, 2016 7:26 PM t To: 'Winston A. Steadman II' Subject: Board of Health - Town of Barnstable RE: Oyster Harbors Hello Winston, This is to let you know that the November meeting is changed to: TUESDAY, NOVEMBER 22, 2016 same Hearing Room, same times. Here is a copy of the meeting pertaining to the item for November meeting—See you in November. Thanik you. Sharon From our July 12, 2016 meeting. I. Innovative/Alternative (I/A) Septic Monitoring Plan: Winston Steadman representing Oyster Harbors Club— 170 Grand Island Drive, Osterville, year 2015 and June 2016 test results of I/A monitoring results and water usage comparisons. Winston Steadman was present. There was much discussion on the system. The owners are diligent about pumping the whole system annually at the beginning of the season and they pump out the grease tanks monthly during the season. Winston said that as the Fast system recirculates the fluids, it adds in the BODs and overloads it. The system needs more oxygen; the biological load is too much. The Board asked Winston to discuss the issue with George Heufelder, Director of Barnstable County Health, as he is very resourceful with the Innovative/Alternative (I/A) systems. Upon a motion duly made and seconded, the Board voted to request an update at the November 2016 i r BOH NOV O, 2016 I. Innovative/Alternative (I/A) Septic Monitoring Plan: Winston Steadman representing Oyster Harbors Club — 170 Grand Island Drive, Osterville, year 2015 and June 2016 test results of I/A monitoring results and water usage comparisons (continued from July 12, 2016 meeting). Winston Steadman was present. There was much discussion on the system. The owners are diligent about pumping the whole system annually at the beginning of the season and they pump out the grease tanks monthly during the season. Winston said that as the Fast system recirculates the fluids, it adds in the BODs and overloads it. The system needs more oxygen; the biological load is too much. The Board asked Winston to discuss the issue with George Heufelder, Director of Barnstable County Health, as he is very resourceful with the Innovative/Alternative (I/A) systems. Upon a motion duly made and seconded, the Board voted to request an update at the November 2016 I � rrcl Wiz, 1 ' BOARD OF HEALTH FOR: -,S-EPt, 2015 EXCERPT FROM THE BOARD OF HEALTH MEETING RESULTS ON 4/14/1 II. I/A Monitoring Plan: A. Winston Steadman, representing Oyster Harbors Club — 170 Grand Island Drive, Osterville, test results of I/A Monitoring results. DISCUSSION. Winston Steadman discussed difficulty the current system has with BOD count. The owners are good about pumping every year. The Board requested water flow numbers and the full testing to be done mid-June and mid-July. Mr. Steadman will return to the Board in the Fall and the results will be discussed with George Heufelder, Barnstable County, for suggestions. ZIP ! 0 rv2-() /66 so if w'11106r ILAV Sti A1 _5, '; „) QU 'r s f3jG�S 1S �27 4uv- '�/0 !6 1�_ �G 1 (tit.ye Gu 2 p4� TA�yti Barnstable Town of BarnstableAlAnolcaMv d "'MASS. ' Board of Health �°sEo► p 200 Main Street, Hyannis MA 02601. 2007 Office: 508-8624644 Paul Cannif�D.M.D. FAX: 508-790-6304 Donald Guadagnoli,M.D. Junichi Sawayanagi November 29, 2016 Mr. Winston Steadman All Cape Environmental Services P.O. Box 235 Yarmouthport, NLA 02675 RE Pro'Step;Effluent'Pumpmg Syst. at the Oyster=Harbors Club, 170 Grand Island Drive, Ostervilie k `� Dear Mr. Steadman, Thank you for attending the Board of Health meeting on November 22, 2016. The Board has.no objection to your proposal to install an effluent ProStep pumping system to the existing innovative/alternative system at 170 Grand Island Drive, Osterville,to provide an "equalizing effect" in the primary- settling tank, in an attempt to ultimately provide better overall treatment of the wastewater effluent exiting from the innovative/alternative system. You are reminded that all of the conditions contained in the four page MA Department of Environmental Protection(DEP) approval letter entitled `Certification for General Use' for this Orenco product dated March 20, 2015 shall be adhered to. The Board of Health plans to review your proposed monitoring plan at the next Board meeting on December 20, 2016. 91inerely Pa . C , Chairman BOARD OF ALTH Q:WP/Oyster Harbors ProStep Orenco Winston Steadman 2016.docx All Cape Environmental Services Inc. P.O. Box 235 Yarmouth Port Ma. 02675-0235- www.allcapeenvironmentalservice.com Town of Barnstable Board of Health 200 Main Street Hyannis,MA.02601 A Re;170 Grand Island Drive"Oyster Harbors Club" Dear Board Members; Please find enclosed.updated tests results, (June 2015 was done but was not entered and report is missing) Last test done was June 2016.Total nitrogen was not done(an error on my part). I did do total nitrogen in March of 2016 to see what the system was doing without the summer flows.The results are as follows • TKN 6.7mg/I (system seems.to be converting ammonia..over):: • Nitrate-'(NO3) 9.59mg/I (on the high side process may be getting stalled) •. Nitrite(NO2.) 28.3mg/I (very high as Nitrite is unstable and usually converts easily to Nitrate) •" Alkalinity 77.0mg/I (should be at least 10orridl to buffer PH for nitrification/De-nitrification cycle) If you look at the results we are.getting a substantial reduction in BOD5 and TSS but.the remaining is still high especially if we need to de-nitrify,there is also an alkalinity issue.The reason that the nitrite is not converting is due to a lack of DO`. In my opinion this is the problem with the system as a whole.When doing my field measurement the DO is always low,typically even in the reactor.The system is constantly starving for oxygen. Prior to my taking over this system there was always an odor complaint(I installed a"bio-vent,in 2003 which cut down the complaints but-we still get odors).With the fast systems this is typically the case when a system is biologically overloaded. in Massachusetts we design by hydraulic flow not taking in accountthat the flow may be high strength. I am not exactly sure but I think that the:high.strength BODS figure used is 350.mg/I.This system during the`summer is over 1000mg/I. Without getting involved in the calculations you can see that the system.is biologically overloaded. This system was installed when the I/A program was still very new and the local distributor didn't have the experience in properly sizing the systems using BOD5 calculations. The design Engineer would go on the distributor's recommendation,as to size; The water usage could onlylbe.obtained back to 2012 and only the last six months of 2012.The water.depattment will have to do research to obtain water records past that point and will take them quite some time to accomplish,if Board so chooses to request past:records. ;Please.see the;chart below for usage YEAR Club House Day Care Total Avg/Day :2012(last 6 months) 362 060 no service till 2013 362,000 gal ;1984 gpd .2013 533;000 88,000 621,000-gal 1701 gpd' 2014 588000 17,000 605000 ga1 1658 gpd I Ali Cape Environmental Services'inc. P.Q. Box 235 Yarmouth Port Ma. 02675-0235 www.allcVggnvironmentalservice.com 2015 583,000 20,000 603000 gal 1652 gpd 2016(past 6 months) 169000 gal 926 gpd. Remember most of the flow is during the months of June thru September so the above numbers don't show a true flow pattern only the average overtime. Design flow is 4300 gallons per day and the FAST system is rated at 4500`gallons per day, now with recirculation added(to de-nitrify)it increases the daily flow that the unit sees during the day increasing our biological load. To sum it up I truly feel that during the summer,months the system becomes biologically overloaded.:Anotheraspect to the; equation is that the daily flow also comes during a very short time span typically from 11:00 am until 9:00 pm with major spikes during that 10 hour span. The system is functioning as it was intended to but is#alling;short of meeting its intended discharge limits. I do request that the Board.of Health direct me as to how you would like me to further operate this system,or what other information that I can provide to the Board so a better plan can be implemented. :I.would also like to bring to the Boards attention that the management/ownership of the club is very pro-active and they pump the greasearap on a monthly basis during the peak flow months.They also pump the main septic tank annually. Also enclosed is two screen shots of the.Counties data base requirements,both are for 170 Grand island Drive,one needs:to be deleted and the other one needs a correction made to it.I have circled the discrepancies. If we can be of assistance please do not hesitate to call meat(508)776-6219 Sin c rely 444 Winston A.Steadman II VP SMes'&Service i I/A System Sample Report History 170 Grand Island Drive, Barnstable ° Barnstable County Department of Health and Environment P.O. Box 427, Barnstable, MA 02630 sic Effluent Sample Results Date TN' Nitrate Nitrlte3 TKN4 Ammonia BOD56 TSS' AlKalmitys 09/25/2007.� _ 18'5 Q 25 w « 0 125 18 11 M k 55 9, 1`2%28/2007 4 , . w 2 69 0 12b 1 16 7 3 17 �. 09/23/2008 8.37.92 43 2 12 � 7 92 0 125 4 25 :04/0.- ..,' .:# :.,. -.. . .... •k,,.. F. , :..,, �.. ,... ..,... Fc .r .,: 1"t'r .::, , Y .^ ,. ,!Y. '^r+.'",•S+k 2 Y� ,i•°d +',r 4 9/2009:.,.:. _, 128� „��; ,,?t��1 I�.,,.��k, as.mw�y,. rpa,�,.4,�p tr,,, , a� : � ,•d . : r �a e,,. �.,.,a ,�€ t: ;n�. �a "'^�° "�3w.�; '�+�." .rye. 06/30/2009 32,3 23 9 0 125 8.27 8 6 5.5 _ 18 08 ..�..,. �..„.,...c .,,�"" -.. ,. :a ...` ... ,:, � .�:,t�,.k�•k�p „efi;, )a ..:.7 �] :k u� t; '� `y3 .,'� y"4's'x ,.,,au..,. ..r ,,. ., .n�:t+4.�'�.� ...:Ptl'�,.,.+a..n,.�..,-u 495 ..t>��'�,•..r,..,.tl4,�Fs .,`r.",."d ew;,��w.�..,,,keWu'�.. 07/20/2010 25.18 0 25 0.125 24 8 61 7 4 �10/07/2010 33 78 '0:95 0 125 '32 7.y-� `9w' 07/19/2011 20 6 20 6,. -, ��;. .�, � � ..y,� � ���,�,:.x �.�,.,w� �., �.,,;�„,�u 260 ,,� 49 5 10/12/2011 _ 22.Q1 _ a0 71 "_. 21 3 Y R 17 7 »22 5 'rt 0 2 �. 22 81 1 51 21 3 8 28.5 ^„'o` 4 +k ^i4�i ^w;','Ja '1".':w" 1 N,`°.'a fi ti.: m +„i Ya' ;'.Ne.nt:f 'n t m N+•M'ye^k v4 x r,.,,,,, 014 a, ..,t+. ,•., �.� ,. t 4 � ,r e.�, ,''F 11;,.,� " , 9 ., r ,a,;' 3.....�s,it. s,,a yk.... r :{� z✓a r,,,m230 .:�::, «.>_..,�..r.�..w,.,.,,.�a..:,._.:d..u.•.ra. =,.-,s`.,&..,.,, ... �;..��.:& .�:::,•..,<+.....n Mt .��«€;� ;k,'�r, e 4 y 7 ,�.�.� , ,�- 08/05/2014 08/06/2015 « ;� .�..�, ,.�z..�• 'Z 03/01/2016 9 59 r 283 6 7 `� ""' 264 160 44 59 -a 22 2 03/31/2016 44.59 9.59 T 28.3 6.7 05 09/2016 ':- + - i r '�"a aS ,, :"g A "�� w�raw«ru�.r•� �.,,W., wye nw 21.305 1.61 0,125 17.7� 27.1 23.25 � � 17 77 [ Influent Sample Results Date TN Nitrate Nitrite TKN Ammonia BODS w w w ,w . . _ _ _ ... r12/28/2007 52:7 *. ._. ;0�25 0 125 52.3 ,,40 :.,� 06%30%2008 27 _ .. _ . _ _ _,. .., .�. » .,....__. • w~,.. �,._. 0 '� 404 �-•�-� .1 0.25 0.125 26.7 140 382 09/23/2008 . .h, 20.67 _ 7.64 '°_ ,0 43u 12.6` tid _ «�,�,�� Y �. _ .. ..520 2160 04/09/2009 66.34 0.25 0.99 M 65.1 950 656 1.iNfil+..t+kN+WnWW..w...' ... _ .m. . .a. s.. .,..,,:,..s- »...n.. :. }'.w....,.tw..,la:µ u;. ,{.< s-'M✓v-.q..,•.a..r'.,My,Y'.nT,-•s:Yi+u^,»a- _,-"_... vva...w,y�.i: .. vsnrn�b„ .., .-.�.. .:!`\tr r bi.ue.. �.N.,V 1?I:'n"%w,OY U#1st.tk+,aw.(i'Mk,My',R..rcdN,.t;4Wid$YS.KPY<A-i,<!v»A1� x.�Y#K;9W� Date TN Nitrate Nitrite TKN. Ammonia BOD5 TSS 06/30• ,,,y ,.,_ a ,. �. ,t r :� .,. .,. M, ..�, .... t ,�rira ., -,. ,,a, �� p:..`' ,'.,,:.3 x.E, +'"i; a ::3,0 .[::. ,,.. �,..�,,,. ,e.�, .. � t..,..t=,, :. ,.r ...zfu ":,..,z?„ q x ufi"•;., r t.. d�, ,, (.. ..h. � .:<. :;: .,. �., �°$'si' c:(-� ..4 a4. wi'. :d?1 l2009 ,:n~; . r 148,�14..,,,s.�; ;w. ,,, �:53;9 ,,r ,;, ,, ��1.3,4 � �,.�,,„� � •, 92.9, Y ,.,�,a�„�'�;.a �� .:r,,.{ r �,.,~a�270 .,,,n� , �. ,' •„��,.,:1220 :� �,.:r,,�... s 09/29/2009 71.18 0.25 0.125 70.8 1090 314 .. ,:,.;�+ a. ...mr�•, , tiw', .;�R'c ,-� t„e�.. ,.< „ , an^n': .s a ..:w. v, a..«.��-- p., -�«. .r,„n,.. gni^:.d'�;v r• ie,....�,, uw�<.�e'..��..�—.� '..q. . ,.... �.,.�, .s ,r,,.�, '� err, w ,r.;, S":•,..� ,�" :m ,xs:„� r„ ,:�..w :._ •., M�` .,,�:a: -.�:.-.n .:.;a r;,o-� n r...,,<. :,,..n at:�i .�r. ....... Y ......, n,t a. ,ts �+ �aa•a� �,..,°� E 'E" �, � `t M.a..n :;�*,+� +�+;. wy.,:: ,_,:......,..A.,.,.:'.,,�:.e_...,,........s.:p...:,a.�...,K,..:,..,....w,,........�«a.M„�....�r.':=,�„s e_,�,..,......<..�...,..,�:,M..aX......�..>r.-.:_.4M..,..,.�. _..s.,.., 10/07/2010 4.72 0.25 0.12 5 4.35 3060 �Y2400 . ..n , ,. 4 .�.. .,,w rn:: T+. , :��P' 'ws =+4-.;,n a pr.,y�:.' w,"a.aem�+,.. "4^,,.e.., .y�>•A,-', ,An.... '.a, .. ,,. ... ,.T.....[ '.4 a '.,.si yw�. Er-.rw.,;;»�„rawxw.5,,.awl::.' � fi4Yl i. �r w.�.riv w••::.� «+�a-+ A x, , 4 "'•S..r... 07l19/2011 � 5 .4 ��,,•, � . _ � .:- �•,_.�. � .; .� x ,d•, k � � t�, �,,.= v �� � �� � �,,�,� �. 10/10/2012 83.57 217 814 1300 676 :.ab... ,.a.-a4V�, rv.»r... ;,' N,a+u+?Y:.':..+nixa ."'ki'....:: ,.r3'Ciu�. w `.�.r ,.tt: ✓eat r" `'' 06/27l2014 t � 2, , . . -.,_ 230 k��_ ,, <12Q k `° 08/05/2014 240 65 .,y;.. ..w,,.'.UCH g, •Y,..ws• w .v R' ,ti.+...e +w,.k'—•" P A.: x4'XN C^° Y tku':- n.hA:�` iv,N'9 F+.;+".-. M ,;pi.<wk wW, ..,µ, ,y'. v,wt W 'F�+ s`t."Y ''�.WL. E... A ,�. '3:y .' at"9 ,F+ R,. ry+f W a a .a- 08/06/2015 s , ,, ,.� 14�40 03/01/2016 1810 :987 �1810 , , a ..�.. _ .€987 `.. . F . . , 06/09/2016 _ 980 410 Median60:37 t �} 6 0 25h 0 25 59 75 � :°._m . 965..... x -. ...666,.x... 07112M16 01:42pm Page'2 60 I/A System Sample Report History ° 8 . About this Report � Barnstable County Department of Health and Environment P.O. Box 427, Barnstable, MA 02630 s�Gl3t75 1 Total Nitrogen 2-Nitrate 3 Nitrite 4-Total Kjehldahl'Nitrogen 5 Ammonia 6 - Biochemical Oxygen Demand, 5-Day 7 Total Suspended Solids 8-Alkalinity Barnstable County I/A Septic Managem;ent Database Winston Steadman-All Cape Environmental Inc 11:17 am Main'Submit'My Clients`My Reports i Help tiome>Permits>'Requirements Inquiry Ow 0 You have used 0 of 10 available inquiries for today.For more infortnation about inquiry limits,please check help. i li Go Back Search Results Start Over' t l l i Permit Details r ,Permit Number BARN Gra170 FAS i Address i 170 Grand Island Drive,Osterville(Barnstable) ;4 r r Name Owner Oyster Harbors Club u TI Startup Date 06/26/2006 { Permit Details e j M . __ . F '2005-286 ADEP Permit Number. t Town Permit Number 8573 MADEP Approval Type G j i Design Flow v— _.... 7520 00 . _ 4 Property Type COM _ i inspection Requirements Technology Model. Schedule "FAST :MicroFAST 0:5 +2 per Year t - t Sample Requirements Type Type Parameter Limits Schedule t influent Nitrate less than 19.00 mg/L. tdone i l Influent Nrtnte less than 19.00 mglL one i Influent ITKN less than 19.00 mg1L (None Influent TN less than 19.00 mglL None j# p Influent {BOD5 less than 30.00 mg/L None __.. a .._ Influent ;TSS less than 30.00 mglL. -None r r ___....,. ..._._........_,.......... __T _..,.__,,.__.._._.. y. t Effluent IN�itrate "less than 19.00 mg/L None t t # Effluent Nitrite less than 19.00 mg1L None i T._ yEfffluent rTtCN less than 19.00 mg1L ;None t Effluent ;TN Bless than 19.00 mglL ;None [ ' `Effluent BOD5 less than 30.06 mglL None_ f (}Effluent TSS less than 30.00 mglL None } I 'Barnstable County I/A Septic Management Database Winston Steadman-All Cape EnvironmentalInc 1:45-pm j. Main,Submit`My Clients,My Reports`Help= . Home>Permits>Requirements Inquiry You have used 2 of 10 available inquiries for today.For more information about inquiry limits,please check help, Go Back Search Results start Over Permit Details I Permit Number lUnknown Permit ID M s ?Address 170 Grand Island Drive;Ostervle(Bamstable) rd,- er Name Startu Y P Date 06120/2006 3 Permit Details _ t TownPernitldumber 2005286 t f MADEP Permit Number 8573 A NADEP Approval Type General #tNsign Flow ,.7520 a Property Type _ _. eC OM e ' Inspection Requirements t. ( Technology. Model Schedule f ;,FAST 'MicroFAST 4.5 p Sample Requirements r TYPe Parameter Limits Schedule i I 'Effluent :801)5 less than 30.00 mgfL None i j Effluent TN less than 19 00'.mglt one 'N _ I Effluent FTSS Tess than 30 0U mglL None t E Of SMME laf�. Barnstable Town of Barnstable '' MASEL Board of Health ArfD a 200 Main Street, Hyannis MA 02601 2007 Office: 508-8624644 Wayne Miller,M.D; FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi July 25, 2013 Mr. Peter Sullivan Sullivan Engineering P.O. Box 659 Osterville, MA 02655 RE:. Sampling of'Wastewater'Effluerit from the Innovative/Alternative:Systen at the Oyster Harbors.Club,,.170 Grand Island;.Drive, Ostery lle Dear Mr. Sullivan, Thank you for attending the Board of Health meeting on July 9, 2013. The Board requested that you, on behalf of your client Oyster Harbors Club, Inc., continue to sample and monitor the wastewater effluent from the onsite sewage disposal system consisting of innovative/alternative technology (FAST system) at the Oyster Harbors Club, 170 Grand Island Drive, 99 Meadow Lane West Barnstable. Specifically, the Board requested one sample/test for this year for the following parameters: BOD, TSS, Kjedahl Nitrogen,Nitrate Nitrogen, and Nitrite Nitrogen. This year's sample should be taken in July or August of 2013. Additional samples/testing should be conducted in mid June and mid-July of next year (2014) for the following same parameters: BOD, TSS, Kjedahl Nitrogen,Nitrate Nitrogen, and Nitrite Nitrogen. The Board requests that you attend the Board of Health meeting in September or October of 2014 to discuss the results of these additional tests. Sinle aller, .D. ChairmanW ,BOF HEALTH Q:\WPFILES\OysterHarborsTesting2Ol3.doc A� BOH ,O 14 SAS" I/A Monitoring Plan (Test Results): - u-Fivan Engineering representing Oyster Harbors Club, owner - 170 Grand Island Drive, Osterville, Map/Parcel 053-012-001, innovative alternative monitoring results from Sept/October 2014 (cont. from 5/10/05 and 7/9/13. i �z1g 79 21 P � v��s• THE Barnstable y� Town of Barnstable M�AmmicaWy MAML Board of Health ArFA ,yb 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi March 9, 2009 Mr. John O'Dea Sullivan Engineering P.O. Box 659 Osterville, MA 02655 RE`. . 170 Grand Island Drive, Osterville„ , A=053-012-001' Dear Mr. O'Dea, You are granted variances, on behalf of your client, Oyster Harbors. Club Inc., to construct an onsite sewage disposal system at 170 Grand Island Drive, Osterville. The variances granted are as follows: Section 360-1, Town of Barnstable Code: The proposed two-compartment tank will be locate twenty-five (25) feet away from a coastal bank, in lieu of the one- hundred (100) feet minimum setback required by the Town of Barnstable Code. Section 360-1, Town of Barnstable Code: The proposed two-compartment tank will be located forty-five (45) feet away from tidal waters, in lieu of the one-hundred (100) feet rninim. um setback required by the Town of Barnstable Code. The variances are granted with the following conditions: (1) The tank shall be tested for water-tightness prior to issuance of a certificate of compliance 2) The two-compartment tank shall be pumped prior to a catastrophic storm event (i.e. an impending hurricane). (3) The two-compartment tank shall be installed in strict accordance with the engineered plans dated January 15, 2009. Q:\WPFILES\OdeaOysterHarborsC1ub2009.doc . (4) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the submitted plans dated January 15, 2009. These variances are granted because physical constraints at the site severely restrict the location of a soil absorption system due to the coastal waters and coastal bank at this property. The proposed new two-compartment tank appears to be designed to meet the maximum feasible compliance standards contained within the State Environmental Code, Title V. Sin rely yours, , ayne iller, M.D. Chair an y- Q:\WPFILES\OdeaOysterHarborsClub2OO9.dbc � r . v i o y �� DATE: GGCC FEE: ` DO BARNBrABM + NA89. i639 ,0� REC. BY4Q, Town of Barnstable SCHSD. DATE: oZ f U Board of Health ` 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne A.Miller,M.D. FAX: 508-790-6304 Paul J.Canniff,D.M.D. VARIANCE REQUEST FORM LOCATION Property Address: 70 rcnds�C¢ Assessor's Map and Parcel Number: 0 J 3 O1a 00 1 Size of Lot: /• 7 a I��-S Wetlands Within 300 Ft. Yes Business Name: . No Subdivision Name: APPLICANT'S NAME:T r Nxrbors 61"1 Phone 12f 3� Did the owner of the property authorize you to represent him or her? Yes No r PROPERTY OWNER'S NAME CONTACT PERSON JO n o 'Dew Name: C-ys�' &r m Chub .ZAC_ Name: <�, 11 ipdct n C Address: (3�Ce�Y�Q TS l 1 d� 46,r�Ve Address: 7 /u-r ILe r s( A�(� Sox los 9 aysk-r t-r6ors, m1? 0.26.56- 6s4e_rv,"/l e, n1/I Phone: SOf-64!?c3/Z/ Phone: 6,P-���' v�3 Q Z/ VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) ,50-4 ba L e re >° Lfs /00 re o n 5/"fc Svc" fo gya f& or v,'dt.4 b 7 L. d h,� fi"d a.L die rs 5 h a NATURE OF WORK: House Addition ❑❑❑❑❑❑ House Renovation ❑ Repair of Failed Septic System Checklist (to be completed by office staff-person receiving variance request application) Please submit copies in 4 separate completed sets. _ Four(4)copies of the completed variance request form Four(4)copies of engineered plan submitted(e.g.septic system plans) IV4 Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) �� Signed letter stating that the property owner authorized you to represent him/her for this request '✓ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (forTitle V and/or local sewage regulation variances only) /1f Full menu submitted(for grease trap variance requests only) _✓ Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same ownerfleasee only], outside dining variance renewals[same owner/leasee only],and variances to repair failed sewage,disposal systems [only if no expansion to the building proposed]) ✓ Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Wayne Miller,Chairman NOT APPROVED Paul J.Canniff,D.M.D. REASON FOR DISAPPROVAL C:\Documents and Settings\decollik\Local Settings\Temporary Internet Fi1es\0LK1\VARIREQ.D0C January 20,2009 Town of Barnstable Board of Health 200 Main Street Hyannis,MA 02601 RE: 170 Grand Island Drive, Osterville Oyster Harbors Club, Inc. Dear Board of Health, As General Manager of the Oyster Harbors Club,please be advised that Sullivan Engineering, Inc. has permission to represent the Club before your Board in all matters pertaining to the proposed septic system repair/upgrade. Sincerely, 2Mao, Dou eneral Manager Oyster Harbors Club AbutterKeport rage I or 1 Board •of Health Abutter List for Map & Parcel(s): '053012001' Direct abutters(no set distance)and the properties located across the street. Total Count: 8 Close Map & Parcel Owners 0wner2 Addressl Address 2 Mailing Country Di CityStateZip 052009 CLEARY,JAMES F C/'O MOREA 120 BROADWAY SUITE 1016 NEW YORK, NY USA C] FINANCIAL SERVICES 10211 052010 MARTIGNETTI, CARL 975 UNIVERSITY NORWOOD, MA CI I AVE 02062 052011 SWAN, DENISE G 400 SOUTH OCEAN PALM BEACH, FL CI BLVD PHF 33480 SIX CHEYNE LONDON 052018 BASSETT, BRIAN GARDENS FLAT 6 SW35QU, . ENGLAND CI ENGLAND OYSTER HARBORS 1 GRAND ISLAND OYSTER 053012001 CLUB INC RD HARBORS, MA USA C1 02655 053012002 WINCHESTER, VALERIE1 200 CLARKE AVE PALM BEACH, FL C1 / VALERIE I TR WINCHESTER REV TR . 33480 V OYSTER HARBORS 1 GRAND ISLAND OYSTER 071004001 CLUB, INC RD HARBORS, MA USA C1 02655 072001 BEATTY,JOHN F III CORAL GABLES 255 ALHAMBRA CORAL GABLES, USA C1 TRS TRUST COMPANY CIRCLE-STE 333 FL 33134 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 1/19/2009. http://www.town.bamstable.ma.us/arcims/appgeoapp/AbutterReport.aspx?type=BOH 1/19/2009 1 Y Sullivan Engineering Inc. 7 Parker Road Box 659 Osterville MA 02655 phone 508428-3344 ABUTTER NOTIFICATION LETTER RE: Board of Health Public Hearing To Whom It May Concern: As a direct abutter of a proposed project, please be advised that a Variance Request has been filed with the Town of Barnstable. Board of Health. The specific project information is as follows: Applicant: Oyster Harbors Club, Inc. Project Location: 170 Grand Island Drive, Osterville Assessor's Map and Parcel: Map 053 Parcel 012001 Project Description: Upgrade/repair of septic system. Variances needed from Town of Barnstable Chapter 360-1, Set Back Requirements from coastal bank and tidal waters. Applicant's Agent: Sullivan Engineering Inc. 7 Parker Road, P O Box 659 Osterville, MA 02655 Public Hearing: Location: Barnstable Town Hall 367 Main St., Hyannis 2nd Floor Hearing Room Date: February 10, 2009 Time: 3:00 PM Plans and the application describing the proposed activity are on file at the Board of Health office, 200 Main Street, Hyannis and at Sullivan Engineering's office. Please call if you have any questions regarding this notification. Please call the Board of Health on the day of the Public Hearing to confirm the location and time for the hearing. r Town of Barnstable UAMSTABLL ""S& s639. Board of Health ♦0 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. June 2, 2005 Mr. Peter Sullivan, P.E. Sullivan Engineering, Inc. P.O. Box 659 Osterville, MA 02655 RE: Oyster Harbors Club, 170 Grand Island Drive Osterville A= 053-012-001 Dear Mr. Sullivan, You are granted permission on behalf of your client, Oyster Harbors Club, Inc., to install a FAST unit at 10 Grand island Drive, Osterville. This permission is granted with the following conditions: t�l) The applicant shall provide a written procedure for seasonal shut-down of the FAST system. ✓(2) The applicant shall provide documentation showing that the original disposal works construction permit and installed septic system is designed to handle 4,300 gallons per day. ✓(3) The FAST unit and grease trap shall be installed in strict accordance with the revised engineered plans dated March 4, 2005. V'(4) The designing engineer shall supervise the construction of the FAST Unit and grease trap and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the revised plans dated March 4, 2005. (5) The influent and effluent shall be tested twice per year (in June and in August), for a period of two years. (6) After two years of operation (sometime in 2007) the applicant shall appear before the Board of Health during a public meeting to present the results of the effluent testing. 9 S ull ivanOysterHarbors r (7) The effluent discharge concentrations shall not exceed the following: a. Total Nitrogen (TN) shall not exceed 25 mg/liter. b. The BOD5 shall not exceed 30 mg/liter c. The TSS shall not exceed 30 mg/liter Sincer�y yours, If Wayne M� ller, M.D. Chairman Sul l ivanOysterHarbors -7 44 Commercial Street Raynham, MA 02767 Tel: (508) 880-0233 Fax: (508) 880-7232 June 21, 2006 ©/z--oo� l Barnstable Board of Health 200 Main Street Hyannis,MA 02601 Attention: Board of Health Agent Reference: Home FAST Treatment Serial Number: 8573 Attached please find a copy of the Product Registration Report for the FAST Treatment System for work performed on 06/20/2006 at the property of Oyster Harbors Club located at 170 Grand Island Drive, Osterville, MA. Also, attached is a copy of the fully executed Inspection&Effluent Testing Agreement. y If you have any questions or require additional information please do not hesitate to call. Sincerely, Donna L. Callahan p Enclosures . r- CD .j C2Aq INCORPORATED _ 8450 Cole Parkway w Shawnee, KS 66227 m Phone 913-422-0707 m Fax: 912-422-0808 e-mail: onsite aDbiomicrobics.com m www.biomicrobics.com m 800-753-FAST(3278) PRODUCT REGISTRATION REPORT Product Registration Report must be completed and returned to Bio-Microbics, Inc. in order to effect warranty. Date of Start-Up- 49 U Date Shipped to End User 3/31/06 Serial # 8573 OWNER NAME Oster Harbors Club - ADDRESS 170 Grand Island Drive CITY/STATE/ZIP Osterville,MA 02655 PHONE/FAX .. -- a r .,:BIO-MICROBICS DISTRIBUTOR; NAME Wastewater Treatment Services,Inc. ADDRESS 44 Commercial Street CITY/STATE/ZIP Raynharn, MA 02767 PHONE/FAX 508-880-0233 FAX: 508-880-7232 ._: .INSTALLER' NAME Bortolotti Construction ADDRESS P.O.Box 704 CITY/STATE/ZIP Marstons Mills,MA 02648 PHONE/FAX 508-428-8926 _'CO,NSULTING:ENGINEER if a "livable ..0 NAME Sullivan En eerin ADDRESS 7 Parker Road CITY/STATE/ZIP Osterville,MA 02655 PHONE/FAX 508-428-3344 Good Bad NA Good Bad NA ELECTRICAL PANEL(S) TREATMENT UNITS) Visual Alarm Operating ® ® Air vent clear Audio Alarm Operating Septic tank level BLOWER(S) Septic tank meets min. size Wired for correct voltage Septic tank filled to U/ 0 operating level Inlet/outlet piped correctly Air Lift Operation 0% El Filter element installed V Recirculation tube in place La/ L3 Blower hood secure LjFasteners tight E j 13 Blower works correctly WATER-TIGHT JOINTS Blower located within 100'of Treatment unit to septic tank ®/ treatment unit Air line clear Entrance tube to insert cover Air inlet screen clear Insert to insert cover Blower hood vents clear Discharge line connection a.-, Lj Factory Authorized Personnel: i itle: Firm: Wastewater Treatment Services Inc. Da e: Dec-28-05 1. 1 : 30A P.O1 rr0"t : POLLAIID r-I CAC NO. 500 5 3650 Di-, 20 2005 12:1'1r m r 5241' Mr': AOP'007 1 •nlOIs1011li :`.5 o of/tls �-Its - ___._ ._.... __.:ot•oec•tt 9i.97Pe.. r�:AfNCIROD _ '{l�ir�/�t►Nnlrr :Jrtu�i�/cnr : Ic•n��Cct. ..'�i�.,,. ------ - 44 Commercial bt►set aaaptrae all."ro "O• Rayr+mem.MA cites$secs nsfitwa Mel 2767 ow Me",46""n W, Tot:(6061 AW0223 ' Far (S06)080 7232 tRiUZCTI N AND f-P-MLMbaTtt 9TVC AGUl IdrMy H1 +Vetmocai enured into by end bcT*vm Wosteetfator Treattaeat sett}eat.IIaC.(hevpin called WTS)and QA3r 67ateta OWN=Qiarein oalW OWna)for the inspecuon by WTS of certain equipment dr oWN6x wlttoh is ascribed below Ellpon aceepunce of this ssreemcnR at WTS's oftMee,WrS will reader tote follomuSlter'+ncoc orkly >Fquipmaet will be inspected of least 4 tines per year,that this AV—.ent rtKtpiea in iffect,with the lint ibspconans bepaning 6-9Ld' 0 C. Than taVectitsm will iaoludc. ) Teftal of sho sludp dtpdt in tine upoe oak. Take ampecmige and volupe resdittp,ehtutpe all,peace blower,cheek Malts.c k air picswre.al• scota unit,olwk si ift cheek reayele line,and oles"laee Intake fti*of air blower. itapeetioss of the storm a MId. higxct overall aofsdition of Madinat TA67*Sysltern. Nor*OWMM of any linbleaw enecttateied. {nvoicialp on s quar"basis for wating only to be paid with 30 days hem data of invoice. Annual MOncenaace cost to be paid in full upon Keep!ntce of this alprrtmera. Must laceive s tipeted puicMte order fma OWMIPX prior to any wont!king pWI`bnned mher*An i that oover by this TupwomApteaner►t. Servieo other ussst cotttioe majim Ane0 will be billed ac an bouriy rate plug travel send mistrial. t IFTS mall notify the locAl 56ad bf Hiialtlt=4 Depattttwo of BhvfranmaaW Prota*on in Wlrttint Tthin 2r.houn of a symm failust oc aWm event iocluding cofreotive ntraasutae that Aye been tahan. VV?MR wil be bided!tatdwd W'TS chupes for arty pacts used is repairs or rnaiattirmcs. Arty s lditional labor time will be billed to thr OWNER at ttendwd lobar rases+of k78.00 per bout. >'Jntergatcy smrWfice batweeRt regular iaspeefioee will tie provided 6t rlaedard leant rafts dw111S namul k' blairtm bins:at I=And-ovic-Uf nor 5-00-P)A and on Saturdays:and at 6ubk tune an Sund>syt ad Usltdayt. Emergency once changes will includt a minimum four(4)hours of labori pbit:grnftard 11"charges fnc parts,-plt:LMdC tat sndZIMI eharses. The annual Lott includLa ro ne matVtc:%ancq 4M does not include repairs rcRvirvd lolr dsmttpsa sauced by abuse,aeeldeAt OcA-'f-of third persons, fees of mature,or alterlhone mace to the cquipmant. WTS shell not be reaponsibk to}for failrst ivnda e argeed savieee If estMOY Senket,labor dttwuev.noo{oop.ranoa by OWN191 or olow farun t> the cvnool of WTS. gWNER undenunds and agrees!hst WT3 is not responsible for spceial.incidental br consequenuel S apcs.includin`;osa of time,ir�ury to person oe propeaty,or equipment failure. e dWN$R Alma that%VTS may eritor OWNCR's propney arto have aeceptabilt aocgt to all arcs$ qeteneQ by WTS to brlteeerxay=-appropsfate for WTS:o perfbrm i!s dulirl hereuMer I � r I C7Qc-28-US 11 - 30A P . 02 FROM POULFNIL PHnNF 140. 508 1 5 3650 Lcc. 20 a-.Iu•7ti 12:20PM P3 a'eI b.; ,y,„.i, lJ'.f.', ♦a'Y�LViYJJ, •.., a_ .r .Y�..u� tt,ClC-RS tt at9� F101h�11�GPA00 at501elOftlt 1►tit pal/at 6-:19 I c t4 a twayat contract whioh will be btllcd antlually• Alt pmytrunit a�non retta�tdablo. UV1 R't poure to pAy tnvoitct dtoreptly at to KMvwist comply with this comreet"y moll in cvopeat.lon of itmee,etincellanan of cont>roet ondlor nullification of wattennes.at the election of WM 11%is Weernant is not sastp ahle without the C0114ent of WTS and will romttm in fort wail cancclyd by other tarty m ouah writtttn uouce. kAbjJZArjj= MODEL NO: S t Q"IIQ AhM L RATk Bic M orablet MoOularTAST DIUMue,iMA S1,200 00 JO'UMdz sue,. tsks"d by OW1t M Sirtd: Qyatct E[aro mtClub 44 C ial stremr ?Addrw&- RaytMe VA027v 170 Gmnd bland Drive Teic:(SOO)90421? ' Stare: 2w Fax!(508)VIO-7217 Llrterville MA 026S5 ayrinm Telephone J1WNIER un4er/tantir drat(1)ANNUAL RATE payment is for one year oall of thl+mm-yea agreement is nan-fefim&ble;end(2)Grant DEP ReVulatioat nlquitc OWNER r rwinWin a service pt atttenr for the l ltb of rho TAS'i'cetera, IAA AD AM VhM "M-Y.t.11111 TFM rORBGO�G. ; )SlErtad by O%M*: C- r fyr ..t' IAL cum @ EfBttenl/a is tadcen 2 tidNl pa nK (lrlctt It AuSltct)tas 2 yepta and�deiiverrrd to a Hog taattlna lab ibt erab+at�et+. Reau{ti rent to Sule awl loom)ADcacietlac*tiles the OV M'.R. vnabl4 I OWNICR La respontttSlti Lerprevt� arcepnbk eocalt ro eFflt,err to a jr bl..mple to be milim or labor-story xlting performed. �ia.RMET: ;(P'LEASE CHECK O:fi ( X)OBN911AL ( )A,t?.Ir MA&L: PRAVEMNAL SPECIAL CONDITIONS PER COCAS BOARD OF ISALTH(Y)or(N)if m1plrade attach copy of.t, V X )DODs.TSS,Nitrate,Nitrite,'IlCN ( )Other_ -Coot for tmaddtag. 1� Dtlll4jelt il�onlar aatol�se0t 3iblBaml�Vj�d;�; ' TTelm'eaaa: {Spt!<1400.11168 •Eo�i >►: Stitllitiam Fnt111oecriae I t d'wppeoval(br F.lflutytt Testing � ¢mlutc r ! I I \ 1 I Oyster Harbor Club FAST System Results Summory 10/6/2006 9/25/2007 12/28/2007 6/30/2008 9/23/2008 IN OUT REDUCTION IN OUT REDUCTION IN OUT REDUCTION IN OUT REDUCTION IN OUT REDUCTION BOD 2620 94.2 96% 55.9 400 7.3 98% 140 43.2 69% 520 4 99% N 74.4 29.6 60% 18.1 52.3 1.16 98% 26.7 15.3 43% 12.6 0.5 96% TSS 2780 20.5 99% 19.5 404 17 96% 382 12 97% 2160 4 100% 4/9/2009 6/30/2009 9/29/2009 7/20/2010 10/00/2010 IN OUT REDUCTION IN OUT REDUCTION IN OUT REDUCTION IN OUT REDUCTION IN OUT REDUCTION BOD 950 4 -100% 270 8.6 97% 1090 37 97% 2650 61.7 98% 3060 40 99% N 65.1 0.67 99% 92.9 8.27 91% 70.8 17.7 75% 92.7 24.8 73% 4.35 32.7 -652% TSS 656 4 99% 1220 5.5 -100% 314 49.5 84% 1650 94 94% 2400 5 -100% 7/19/2011 10/12/2011 10/10/2012 IN OUT REDUCTION IN OUT REDUCTION IN OUT REDUCTION BOD 190 260 -37% 17.7 1300 8 99% N 54.4 20.6 62% 21.3 81.4 21.3 74% TSS 200 49.5 75% 22.5 676 28.5 96% Tmrn ci 1 IV w i �� � - I _ .4 I i Pam. _ 2-00 boD v� 2-C) t 0 �� Vj- w Ll i --� Environmental Services Envirenmentrtl Chemistry Site Sampling Site Assessment A � �� B��ce Data Auditing Quality Assurance Services C R Y O . R A T .i O N CERTIFICATE OF ANALYSIS Wastewater Treatment Services,Inc. REPORTED: 10/16/2006 44 Commercial Street ORDER#: G0688328 Raynham, MA 02767 SAMPLE DATE: 1016/2006, COLLECIp Ry: J.Peterson DATE RECEIVED: 10/6/2006 09:45 SAMPLE ID: y T oyster Harbor LOCATION: Osterville MA(8573) DESCRIPTION: WATER Effluent(Grab) RESMTS OF ANALYSIS LAB-ID#: fl j Test Parameters 4 94.2 SM 52108 10/06/2006 mgR- OD EPA 351.2 10/13/2006 mg/L 0.50 <0.9Q .eldabl,Nitrogen 10/U612006 mg/L 0.50 itrate,Nitrogen 4110B SM 4110 B 0.25 <0.25 SM 4110 B tp106/2006 mg/L 20.5 itrite,Nitrogen 4110B 4 Solids,Suspe nded SM 2540 D 10/12l2006 mg/L NA=Not Appiicable Approved By ND=Not Detected Manager Date `<' = Less Than Detection Limit OCT z a 2006 BY:-------------------- Page 2 of 2 , 422 West Grove Street, Middleboro, MA 02346 Ph: 508-946-2225 Analytical Balance Cnrp: Environmental Services Envitanmeutal Chemistry - Site Sampling Site Assessment Balance Data Auditing uali Assurance Services nG1.�Y4tl.Ll Q tY 11 C A R T O R A . 1 :I G. lA CERTIFICATE OF, ANALYSIS Wastewater Treatment Services,Inc. REPORTED: 10/16/2006 44 commercial Street ORDER#: G0688328 Raynham, MA 02767 SAMPLE DATE: 10/6/2006 COLLECTED BY: J. Peterson DATE RECEIVED: 10/6/2006 'TIME: 04:30 LOCATION: Osterville MA(8573) SAMPLE ID: Oyster Harbor Influent(Grab) DESCRIPTION: WATER RESULTS OF:ANALYSIS LAB-ID#:.:: :069932" Parameters _ 10/06/2006 mg/L .4 2,620 SM 5210B OD 0.50 74.4 Kjeldahl,Nitrogen EPA351.2 i0/13/2006 mg/L 10/06/2006, mg/L 0.50 <U.50 Nitrate,Nitrogen 4110B SM 4110 B <U-25 10/06/2006 mg/L Q:25 Nitrite,Nitrogen 4110B �SM.411QB 42,750 Solids,Suspended M 2540 D 10/12/2006 mg/L p �ME7' OCT 2 D 2006 By -------------------- Page 1 of 2 - 02346 Ph: S(lS-946-2225 ebora MA Analytical Balance Corp., 422 West Grave Street, NIiddl , i�/ � i r Cr ' ' I r. Environmental Chemistry Environmental Services Site Assessment !� t• Site Sampling Quality Assurance Services 1. j *�— AA ke Data Auditing C C} R P 0 R I Q N CERTIFICATE OF ANALYSIS wastewater Treatment Services,Inc. REPORTED: 10/03/2007 44 Commercial Street Raynham, MA 02767 ORDER#: G0798553 COLLECTED BY: J.Peterson . SAMPLE DATE 9/25/2007 TIME: 13:00 DATE RECEIVED: 9/25/2007 LOCATION: Osterville,MA SANTLE ID: Oyster Harbor Grab(8573) DESCRIPTION: WATER RESULTS OF ANALYSIS Test Parameters Las-m#: 074e553-01 BOD SM 5210B 09/27/2007 mg/L 4 55.9 Kjeldahl,Nitrogen EPA 351.2 09/28/2007 mg/L 0:50 15.1 Nitrate,Nitrogen 41.10B SM 4110 B 0.9/25/2007 mg/L 0.50 <0.50 Nitrite,Nitrogen 4110B SM'4110 B 09/25/2007 mg/L 0.25 <0.25 Solids,Suspended ISM 2540 D 10/01/2007 mg/L 4 19.5 NA=Not Applicable ND=Not Detected Approved By. '<' = Less Than b Manag r / Date `*' = Detection Limit OCT 0 6 2007 B Y:----------------- Page t of 1 Anafytical Balance Corp., 422 West Grove Street, AUddleboro, MA 02346 Ph: 508-946-2225 � 1 f AQO." 4r r Environmental Chemistry Environmental Services Site Assessment Site Sampling Quality Assurance Services A1ial 6 Bala ce Data Auditing G A R F © R A T i O hT CERTIFICATE OF ANALYSIS Wastewater Treatment Services,Inc. 44 Commercial Street . REPORTED: OI/14/2008 Raynham, MA 02767 ORDER.#: G0701252 COLLECTED BY. J.Peterson SAMPLE DATE: 12/28/2007 TIME: 11:30 DATE RECEIVED: 12128/2007 LOCATION: Osterville,MA(8573): . SAMPLE ID: Oyster Harbors .Effluent(Grab) DESCRIPTIO14: WATER .. _ RESULTS .017_ANALYSIS Test Parameters LAB-ma: 0701 52-02 13OD SM 5210B 12128/2007 mg/L 4 7.3 Kjeldahl,Nitrogen EPA 351.2 01/11/2008 mg/L 0.50 1.16 Nitrate,Nitrogen 4110E SM 4110 B 12/28/2007 mg/L 0.50 2.69 Nitrite,Nitrogen 4110E SM 4110 B 12128/2007 mg/L 0.05 <4.25 Solids,Suspended SM 2540 D 01/03/2008 mg/L 4 .17.0 NA=Not Applicable ND=Not Detected Approved By: '<' = Less Than azger Date '*' = Detection Limit f � 7 JAN 1 6 2008 BY---------- ------- Page 2 of Analldcal Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph: 509-946-2225 Environmental Chemistry Environmental Services Sitae:AssessmenE Quality Assurance Services Anal " BalmcC 51fe Sampling l)9ta Auditing C 0 :R.. !'. 0 R. .A . 't`.:7 0 N . CERTIFICATIE OF ANALYSIS Wastewater Treatment Services,Inc, 44 Commercial Street REPORTED: 01/14/2008 Raynham, MA 0.2767 ORDER#: G0701252 B COLLECTED Y: J.Peterson SAMPLE DATE: 1Z128f2007 TIME: 1 L:30 DATE RECEIVED: 12/28/2007 LOCATION: Osterville,MA(8573) SAMPLE ID: Oyster Harbors Influent(Grab) DESCRIPTION: WATER RESULTS OF ANALYSIS MEMO= Eon est' .ammeters LAB-m#: 07012s2-01 BOD ISM 5210B I2/28/2007 mg/L 4 400 Kjeldahl,Nitrogen EPA 351.2 01/1 V2008 mg/L 0.50 52.3 Nitrate,Nitrogen 4110B SM 4110 B 12/28/2007 mg/L 0:50 <0.50 Nitrite,Nitrogen 4110B SM 4110 B 12/28/2007 mg/L 0.05 <0.25 Solids,Suspended ISM 2540 D 01/03/2008 iizg/L 4 404 ; d= h� 1 AN 16 2008 BY--------------------- Analytical Balance Corp., 422 Vest Grove Street, Middleboro, MA 02346 Ph: 508-946-2225 page!of 2 i h � Cd � Ii I AQUATIC ECO-SYSTEMS, INC. I 407-886-3939•AquaticEco.com �f Environmental Chemistry AIM Environmental Services Site Assessment y►r� t� �"#B Site Sampling Quality Assurance Services Albal�di Data Auditing G OR Y I . O N CTRTMCA.TE OF ANALYSIS Wastewater Treatment Services,Inc. 44 Commercial Street REPORTED: 07/08/2009 Raynham, ILIA 02767 ORDER#: G0806296 COLLECTED BY: J..Peterson SAMPLE DATE: 6/30/2008 'I RYM: 9:15 DATE RECEIVED: 6/3 0/2008 LOCATION: Osterville,MA-Effluent SAMPLE ID: Oyster Harbors Grab DESCRIPTION: WATER RESULTS d3F ANALYSIS TestParameters LAD-ma: . 0806296-02 BOD SM 5210B 07/02/2008 mg/L 4 43.2 Kjeldahl;Nitrogen EPA 351.2 07/03/2008 mg/L 0.50 15.3 Nitrate,Nitrogen 4110B SM 4110 B 06/30/2008 mgfL 0.50 <0.50 Nitrite,Nitrogen 4110B SM 4110 B 06/30/2008 mg/L 0.25 <0:25 Solids,Suspended ISM 2540 D 07/02/2008 mg/L 4 12.0 NA=Not Applicable ND=Not Detected Approved Less Thy La anger e Detection Limit J U JUL 0 V 2008 .By--------------------- Page 2 of 2 dnr./vfinirl Rnlaxrn!'nrn.. 4?2 WP.St'Grove Street- Middleboro. MA 02346 Ph:508-946-2225 I Environmental ChemistryEnvironmental.Services _ � Site Assessme nt site e Sampling g Quality uali Assurance Services alanCe DAte Auditing G 0 R'P. 0 A T'. .I 'Q N CIERTIFICATE OF ANALYSIS Wastewater Treatment Services,Inc. 44 Coznmercial Street REPORTED: 07/08/2008 Raynham, MA 02767. ORDER#: G0806296 COLLECTED BY: J.Peterson SAMPLE DATE: 6/30/2008 TIIVIE: 9:00 DATERECEIVED: 6/30/2008 LOCATION: Osterville,MA-Influent SAMPLE ID: Oyster Harbors Grab DESCRIPTION: WATER SULTS OF ANALYSIS Test PQPfF)ttBte/'S LAB- M o8a6296-0 DOD SM 5210B 07/0212008 mg/L 4 140 Kjeldahl,Nitrogen EPA 351.2. 07/03/2008 mg/L 0.50 26.7 Nitrate,Nitrogen 411 OB SM 4110 B 06/30/2008 mg/L 0.50 <0.50 Nitrite,Nitrogen 411 OB SM 4110 B 06/30/2008 mg/L 0.25 <0.25 Solids,Suspended ISM 2540 D 07/02/2008 mg/L 4 382 JUL 09AM BY---------------------- Page 1 of 2 Analytical Balance Corp.. 422.West Grove Street, Middleboro, MA 02346 Ph: 508-946-2225 �,. l.._ Environmental Chemistry Environmental Services Site Assessment O*Balmce Site Sampling Quality Assurance Services } Data Auditing C.w0p.t. 0 R l I. O N CERTMCATE OF ANALYSIS Wastewater Treatment Services,Inc. 44 Commercial Street REPORTED: 10/06/2008 Raynham, NIA 02767 ORDER#: G0809338 COLLECTED BY: J.Peterson SAMPLE DATE: 9423/2008 THVM: 7:45 DATE RECEIVED: 9/23/2008 LOCATION: Osterville,MA-Effluent SAMPLE ID: Oyster Harbors Grab(8573) DESCRIPTION: WATER RESULTS:OF-ANALYSIS- Test Parameters LAB-ION: 0809339-02 BOD SM 5210B 09124/2008 mg/L 4 <4.0 Kjeldahl,Nitrogen EPA 351.2 10/03/2008 mg/L 0.50 <0.50 Nitrate,Nitrogen 4110B SM 4110 B 09/23/2008 mg/L 0.50 7.92 Nitrite,Nitrogen 4110B SM 4110 B 09123/2008 mg/L, 0.25 0.25 Solids, Suspended SM 2540 D 09/25/2008 mg/L 4 4.0 NA=Not Applicable ND=Not Detected Approved By: '<' = Less Than anger ! Date *' = Detection Limit OCT 0 7 BY:--- ---------------. Page 2 of 2 Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph: 508-946-2225 r Environmental Chemistry. Environmental Services Site.Assessment A � rp Site Sampling Qualify Assurance Services '6.:e Data Auditing G O H R ,� A T .I 1.O N CERTMCATE OF ANALYSIS . Wastewater Treatment Services,Inc, 44 Commercial Street REPORTED: 10/06/2008 Raynham, MA 02767 ORDER#: G080933.8 COLLECTED BY: J.Peterson SA vTLE.DATE: 9/23/2008 -TIME: 7:30 DATE RECEIVED: 9/23/2008 LOCATION: Osterville,MA-Influent SAMPLE ID: Oyster Harbors Grab(8573) _ DESCRIPTION: WATER RESULTS (DF ANALYSIS Test Parameters LAB-ID#: 0909338-01 BOD SM 5210B 0924/2009 m91L 4. 520 Kjeldahl,Nitrogen EPA 351.2 10/03/2008 mg/L 0.50 . 12.6 Nit-ate,Nitrogen 4110B SM 4110 B 0923L2008 mg/L 0.50 7.64 Nitrite,Nitrogen 4I 10B SM 4110 B. 0923/2008 . mg1L, 025 0.43 Solids,Suspended SM 2540 D 09252008 mg/L 4 2,160 ACT 0 7 ZGO� BY---------------.....- Page I.of 2 Analytical Balance Corp., . 422 West Grove Street, Middleboro, MA 02346 Ph:.$08-946-2225 �� r I I Environmental Chemistry Environmental Services Site Assessment • site Sampling Quality Assurance Services 1 %PA �� Data auditing G 0 R '1' I ,.O .N. i CERTIFICATE OF ANALYSIS Wastewater Treatment'Services,Inc. REPORTED: 04120/2009 44 Commercial Street Raynllam, YEA 02767 ORDER 4: G0914516 .i COLLECTED BY: I.Peterson SAMPLE DATE: 4/972009 TINE: 8:30 DATE RECEIVED: 4/10/2009 LOCATION: Oystervill,MA-Effluent. SA LPLE'ID: . Oyster Harbor Grab(8573) DESCRIPTION: WATER - RESULTS-QV ANALYSIS._:..; ...._.:.._ __.. LA-WIN: 6914516-C2 �1dP£�3t+PB BPS. . . BOD SM 5210B o4/l0/2009 mg/L 4 <4.0 Kjeldahl,Nitrogen EPA 351.2 04/17/2009 rng/L 0.50 0.67 Nitrate,Nitrogen 4110E S1,I 4110 B 04/10/2009 mg/L 0.50 12•0 Nitrite,]�Fitrogen 4110E SM 4110 B 04/l0%009 -mgl 0.25 <0.25 Solids,Suspended SM 2540 D 04/14/2009 mg/L 4 <4.4 NA=Not Applicable ND=Not Detected Approved Bg> rl � = Less Than Manager ! Date '#' = Detection Limit APR 2 2 2009 By:----------------- Page 2 of 2 Q22 west Grove Street, Middleboro, MA 02346 Ph:508-946-2225 Environmental Chemistry Environmental Services Site Assessment Site Sampling Quality Assurance Services 1 3. Ba�L Data Auditing A T i CERTIFICATE OF ANALYSIS Wastewater Treatrnent:Services,Inc. 44 Commercial Street REPORTED: 04/20/2009 . Raynham, MA 02767 ORDER#: G0914516 COLLECTED BY: J.Peterson SAMPLE.DATE: 419/2009. I Ilv1E:. :8:15 DATE RECEIVED: 4/10/2009 LOCATION: Osterville,MA-Influent SAMPLE ID: .. Oyster Harbor Grab(8573) DESCRIPTION; WATER RES so is,. Test Parameters - I AD-ma: 0914516-01 BOD SM 521 OB 04/10/2009 mg/L 4 950 Kjeldahl,Nitrogen EPA 351.2 04/17/2009 mg/L 0.50. 65.1 Nitrate,Nitrogen 411013 SM 4110 B 04/10/2009 mg/L 0.50 <0.50 Nitrite,Nitrogen 411 OB SM 4110E 04/10/2009 mg(L 0.25 0.99 Solids,Suspended ISM 2540 D 04/1412009 mg/L 4 656 YMO APR 2 2 2009 BY--------------------- Page 1 of 2 VV 41'i..--C+- 4- M;AA1-6— .MA f171AK Ph- 4a9-4d(,-177K I ok r Rnvironmental Chemistry Environmental Services Site Assessment Site Sampling Quality Assurance Services B& #� c Data Auditing C 0 R P 0 R A N CERTMCATE OF ANALYSIS Wastewater Treatment Services,Inc. 4 REPORTED: 07/1012009 4 Commercial Street Raynham, MA 02767 ORDER#: G0916902 COLLECTED BY: 3...PetersQn SAMPLE DATE: 6/30/2009 TEVIE: 08:45 DATE RECEIVED: 6/30/2009 LOCATION: Osterville,MA-Effluent SAMPLE ID: Oyster Harbors Grab(8573) DESCRIPTION: WATER RESULTS OF ANA><.�sis Test Parameters 956902-D2 BOD SM MOB 07/01/2009 mg/L 4 8.6 Kjeldahl,Nitrogen EPA 351.2 07/0912009 mg/L 0:50. 8.27 Nitrate,Nitrogen 4110B SM 4110 B 06/30/2009 mg/L 0.50 23.9 Nitrite,Nitrogen 411.0B SM 4110 B 06/30/2009 mg/L 0.25 <0.25 Solids,Suspended ISM 2540 D 07/02/2009 mgf L 4 5.5 NA=Not Applicable ND=Not Detected Approved By. = Less Than Lab Kanager ate _ Detection Limit L...� JUL 1 5 2009 DY:_--_ ftg€20f2 Analytical Balance Corp., 422 West MA Street, Middleboro, A 02346 Ph: 508-946 11YK---- " Environmental Chemistry Environmental Services Site Assessment ' Site Sampling uali Assurance Services Bate . . Data Auditing Quality t5 .p 0 R ... A i.. I. ..0 CERT19CATE OF ANALYSIS Wastewater Treatment Services,Inc. 44 Commercial Street - REPORTED 07/10/2009 Raynham, NIA 02767 ORDER#: G0916902 TE 6/3 A 0/2009 CO D BY: J.Peterson SAMPLE DATE:LE D LLEC TRYIE: 08:301. BATE RECEIVED: 6/30/2009 LOCATION: Osterville,MA-Influent SAMPLE ID:. Oyster Harbors DESCRIPTION: WATER Grab(8573) S:QF ANALYSIS ---RESULT TeaSf PlPt7YlKetEPs LAB=M 0916902-01 BOD SM 521013 07/01/2009 mg/L . 4 270 Kjeldahl,Nitrogen EPA 351.2 07/092009 mg/L 0.50 92.9 Nitrate,Nitrogen 4110B SM 4110 B 06/30/2009 mglL 0.50 53.9 Nitrite,.Nitrogen 411 OB SM 4110 B ..06/3012009 mg/L 0.25 1.34 Solids,Suspended SM 2540 D 07/02/2009 mg/L 4 1,220 JUL 15 2000 c ------------- Page I of 2 Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph: 508-946-2225 I `� L I Evnvironmental Chemistry Environmental Services S4te Assessment ++ Site Sampling Quality Assurance Services j AJ xf���l gCaty-R b= Aata Auditing 0 O R. P O I .R CERTIFICATE OF ANALYSIS Wastewater Treatment Services,Inc. 44 Commercial Street REPORTED: 10/12/2009 Raynham, NIA 02767 ORDER#: G0920186 COLLECTED BY: J.Peterson SAMPLE DATE: 9/29/2009 TFVJE: 10:15 DATE RECEIVED: 9/29/2009 LOCATION: Osterville,MA(8573) SAMPLE ID: Oyster Harbors Effluent Grab DESCRIPTION: WATER .RESULTS OF-ANi.&LYMS TestParameteirs LAB->n#: oszolss az BOD SM 5210B 09/30/2009 mg/L 4 37.0 Kjeldahl,Nitrogen EPA3512 10/09/2009 mg/L 0.50 17.7 Nitrate,Nitrogen 4110B SM 4110 B 09/29/2009 mg/L 0.50 <0.50 Nitrite,Nitrogen 4110B SM 4110 B. 09/29/2009 mg/L 0.25 <0-25 . Solids,Suspended ISM 2540 D 10/01/2009 mg/L 4 49.5 NA=Not Applicable ND=Not Detected. Approved By-- '<' = Less Than LU Manager ! vate '*' = Detection Limit OCT 14 2000 BY ............Page 2.QU .4w,.1..0;, 7 R,:r,.:.;.I-,.,.., All.WPet Grnve Street. Middleboro.. MA 02346 Ph: 508-946-2225 Environmental Chemistry Environmental Services Site Assessment Site Sampling Quality Assurance Services Analvdc "c Data Auditing. G 0. R 'P 0 R o. A i' I 0 R CERTMCATE OF ANALYSIS Wastewater Treatment Services,Inc. 44 Commercial Street REPORTED: 10/12/2009 Raynhatn, MA 02767. . ORDER#: G0920186 COLLECTED BY: J.Peterson SAMPLE DATE: .9/29/2009 TIME: 10:04 DATE RECEIVED: 9/29/2009 LOCATION: Osterville,MA(8573) SAMPLE ID: Oyster harbors Influent Grab . DESCRIPTION:. WATER .._......._ RESULTS OF ANALYSIS Tel p(YP[LttIC BPS LA -M#: 0920186-OI BOD SM 52IOB 09/30/2009 mg/L 4 1,090 Kjeldahl,Nitrogen EPA 351.2 10/09/2009 Mg/L 0.50 70.8 Nitrate,Nitrogen 4110B SM 4110 B 09/29/2009 mg/L 0.50 <0.50 Nitrite,Nitrogen 4110B SM 4110 B 09/29/2009 mg/L 0.25 <0.25 Solids, Suspended ISM 2540 D 10/01/2009 1 mg/L 4 314 OCT l 4 �00� ��// Page 1 of 2 All XXT—+!`..,.,o C+rnnf MiAMAhnrn. MA VIA6i Ph. ;nA- ;i=122g -_ ATIC ECO-SYSTEMS, INC. J7-886-3939.•AquaticEco.com E Enviranmentat Chemistry EnvironIneiltAl Services Site.A.ssessment �-��..rr�� Site Sampling Quality Assurance Services as E.1�.Gi almC Data Auditing G Q R P O R A T I 4 lv Mike Moreau C1;RTIECA1 E .OF ANALYSIS 'Wastewater Treatment Services, Inc. 44 Commercial:Street REPORTED: 07/28/2010.. -Rayhan-4 MA 02767 ORDER#: G.1028371 COLLECTED BY. h1.Dilien SAMPLE DATE: ://20/2010 _ _. _ _. TIME.: 7.:00 DATE RECEIVED: 7/20/2010 LOCATION: 170 Grand Island Ostentille,MA-Effluent SAMPLE ID: Grab(8573) Oyster Harbors DESCRIPTION: . WATER _.... .........._-....... .. ..._..._.... . - . .: .:. RE,SULTS OF Test fZPlf'?1!tePS LAB-IDtt: 1028371-02 soD ISM 5210B 07/21/2010 mom, 4 .6L7 K a1dahl,Nitrogen EPA 351.2 07f22/2010 mg/L 0.50 24.8 Nitrate,Nitrogen 4110B SM 41 I 0 B 07/20/2010 : mg/L 0.50 <0.50 Nitrite,Nitrogen 41 l0B SM 4110 B 07/20/2010 mg/L, 0.25 <0.25 Solids, Suspended SM 2540 D 07/26/2010 mg/L 4 .94.0 NA=Not Applicable ND=Not Detected Approved BZ f b <' = Less Than *` = Detection Limit ab Man / Date JUL 3 0 2010 BY! -------------------- � Page 2 of 2 6anlvfinirl RnTR»no!'nrn d?7.Wacf irT(1VP.Cfr£P_f lVEirldlehnrn_ MA, 02346 Ph: 508-9r�6-2225 Environmental Services Environmental Chemistry site Sampling Site Assessment oBahu� Data Auditing ImaAssurance Services ��""` Quality. C. 0 R O. R A Mike Moreau CERTIFICATE OF ANALYSIS -Wastewater Treatment Services,Inc. REPORTED: 07/28/2010 44 Commercial Street Zaynham, MA 02767. . ORDER#: G1028371 COLLECTED BY:.M.Dillen_ SAlvIPLE DATE: 7/20/2010 7:00 .DATE RECEIVED: , .7/20/2010 TIMME: LOCATION: 170 Grand Island Ostervi.Ile, MA-Influent SAMPLE ID: Grab(8573) Oyster,.Harbors BESCRIPTION: WATER °Rh:SUL'rS-OF-A DIALYSIS - . "TestParameters LAB ID# IQ2&371 Q1 SM BOD 5210B _07/2.1I2010 mg/L 4 2,650 Kjeldahl,Nitrogen EPA 351.2 07/22/2010 mg/L 0.50 92.7 O.SQ. <0.50 2�Titrate,Nitrogen 4110B SM 4110 B 0 7120/20 1 0 m� 07t20/2010 m 0.25 <0.25 Nitrite,.Nitrogen 41'IOB SIv14110 B �'' 4 1,650 Solids, Suspended SM 254Q D 07/26I2010 mg(L 9 7M jij JUL 3 0. 2010' BY:---------------- --- Page 1 of 2 Qnaludral&zIancP Cnrn.. 422 West.Grove Street, Middleboro, MA 02346 Ph: 508-946-2225 I tN � AQUATIC ECO-SYSTEMS,INC. 407-886-3939•AquaticEco.com r • 1 Environmental Chemistry Environmental Services. Site Assessment ��� •�� �c��� Site Sampling Quality Assurance Services Data Auditing C O R ' O R A T 1 O N Mike Moreau CERTIFICATE OF ANALYSIS Wastewater Treatment Services,Inc. 44 Commercial Street REPORTED: 10/14/2010 Raynham, MA 02767 ORDER A: G 1031199 COLLECTED BY: M.Dillen SAMPLE DATE: 10/7/20.10 TIME: 7:45 DATE RECEIVED: 10/7/2010 LOCATION: 170 Grand Island Dr. Osterville,MA- ff SAMPLE ID: Grab(8573) Oyster Harbors. DESCRIPTION: WATER RESULTS OF A-NA- ,1'SrS !Test Parameters LAs M: 1031189-02 BOD SM 5210B 10/08120I0 mg/L 4 40.0 Kjeldahl,Nitrogen EPA 351.2 I0111/2010 mg/L 0.50 32.7 Nitrate,Nitrogen 411OB SM 4110 B 10/07/2010 mg/L 0.50 0.95 Nitrite,Nitrogen 411 OB SM 4110 B 10/07/2010 mg/L 0.25 <0.25 Solids,Suspended SM 2540 D 1 011 1/20 1 0 mg/L 4 5.0 NA=Not Applicable ND=Not Detected Approved By.. 014,10 `<' = Less Than b Manage? / Bate *' = Detection Limit NETT CT.�C1 1 BY:-------------------- Page 1 of 1 dnn)ofinn7 Rir/am-P I'nrn_. d22`C e-qf..(,`Trove Street. Middleboro. MA 02346 Ph: SOS-946-2225 Environmental Chemistry Environmental Services Site Assessment � r Site Sampling Quality Assurance Services 1 �.R al c Ba Ce pata Auditing G O. n 0 R r1 T .1 O N Mike Moreau CERTIFICATE Of ANALYSIS Wastewater Treatment Services,Inc. 44 Commercial Street REPORTED:, 10/26/2010 Raynharn, MMA 02767 ORDER#: G1031442 COLLECTED.BY:- M.Dillen SAMPLE DATE: .10/19/2010 TLME 7:30 DATE RECEIVED: 10/.19/2010 LOCATION: 170 Grand Island Dr.Osterville,M.A SAMPLE ID: Grab-Influent(8573) yster-Ha`rbors DE SCRIPTION: WATER RESULTS OF ANALYSIS LAB-IN: 1031442-01 ►Test Parameters BOD SM-5210B 10/20/2010 mg/L 4 3,060 Kjeldahl,Nitrogen EPA 351.2 10/22/2010 mg/L 0.50 4.35 Nitrate,Nitrogen 4110B SM 4110 B 10/1912010 mg/L 0.50 <0.50 Nitrite,Nitrogen 41 l0B ISM 4110 B 10/19/2010 mg/L 0.25 <0.25 Solids,Suspended ISM 2540 D 1 0/2 112 0 1 0 mg/L 4 2,400 NA=Nat Applicable ND=Not Detected Approved By ' - 'C = Less Than Mana r 1 Date = Detection Limit t OCT z72010 BY - Page 1 of 1 Analvtiral_Balance Corn.. 422.West Grove Street, Middleboro, KA, 02346 Ph:508-946-2225 t . Environmental Chemistry 'Environmental Services Site Assessment Site Sampling Quality Assurance Services An� `.Cig B�ce Data Auditing O R: P O R- A T 1 0 N Mike Moreau CERTIFICATE OLD ANALYSIS Wastewater Treatment Services,Inc. 44 Commercial Street REPORTED: 08/03/2011 Raynham, MA 02767 ORDER#: G1138567 COLLECTED BY: M.Dillen SAMPLE DATE: 7/19/201.1' TIME: 7:30 DATE RECEIVED: 7/20/2011 LOCATION: 170 Grand Island Rd. Osterville,MA SAMPLE ID: Oyster Harbors. Effluent Grab DESCRIPTION: CATER _RESULTS OF ANALYSIS Test.Parameters LAB-1DN: 1139567-02 BOD SM 5210B 07/20/2011 mg/L 4 e260. Kjeldahl,Nitrogen EPA 351.2 07/22/201I mg/L 0.50 20.6 Nitrate,Nitrogen 4110E SM 4110 B 07/20/2011 mg/L 0.50 ND Nitrite;Nitrogen 4110B SM 4110 B 07/20P201 I mg/L 0.25 ND Solids,Suspended SM 2540 D 07/25HO11 mg/L 4 49.5 NA=Not Applicable j ND=Not Detected Approved-By: g/-3/"l LessThan 04 La ager ate `*' = Detection Limit AUG 8.2011 �:................PRI 2 of 2 Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph: 508-946-2225 Environmental Chemistry Environmental Services ' Site Assessment m I �C�.C� Site Sampling Quality Assurance Services Data.Auditiug G O RX47 a 1, a O R .a A T: I: Q N Mike.Moreau CERTIFICATE _4F ANALYSIS . Wastewater.Treatment Services, Inc. 44 Commercial Street REPORTED: 08/03/2011 Raynham,,MA 02767 ORDER#: G1138567 COLLECTED BY: :M.Dillen : SAMPL:E DATE: 7/19/2011 TIME: 7:30 . DATE RECEIVED: 7/20/2011 LOCATION: ` 170 Grand Island Rd.Osterville,MA SAMPLE ID.:. Oyster Harbors Influent Grab DESCRIPTION: WATER RE uLn OF ANALYSIS.... Test Parameters LAB-m#: 1138567-01 BOD SM 5210B 07/20/2011 mg/L. 4 190 Kjeldahl,Nitrogen EPA 351.2 07/22/2011 mg/L 0.50 54.4 Nitrate,Nitrogen 4110B SM 4110 B 07/2012011 tng/L 0.50 ND. itrite,Nitrogen 4110B SM 4110 B OV20/2011 mg/L 0.25 ND Solids, Suspended ISM. D 07/25/2011 mg/L 4 200 AUG 8 nit : ...................... Page 1 of 2 Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph: 508-946-2225 !� e �� i r , Environmental Chemistry Environmental Services . Site Assessment � � � re Site Sampling Quality Assurance Services 1, Data Auditing G O EtEt Y O R . .� A T' T O 1�` Mike Moreau CERTIFICATE OF ANALYSIS. Wastewater Treatment Services,Inc. 44 Commercial Street REPORTED: 10/20/2011 Raynham, MA. 02767 ORDER#: G1141602 COLLECTED BY:. M,Dillen SAMPLE DATE: 10/12/2011 TBAE 10:00 DATE RECEIVED,: 10/13/2011 LOCATION: 172 Grand Island Dr.Osterville,MA SAMPLE D: Oyster Harbors Club Grab(8573). DESCRIPTION: WATER RESULTS-OF ANALYSIS MEN= ?Test Parameters LAB-IDN: 1141602-01 BOD SM 5210B 10/1312011 mg/L 4 17.7 KjeldahL Nitrogen EPA 351.2 10/190011 mg/L 0.50 21.3 Nitrate,Nitrogen 411 OB SM 4.110 B 10/13/2011 mg/L 0.50 0.71 Nitrite,Nitrogen 411 OB SM 4110 B 10/13/2011 mg/L 0.25 ND Solids,Suspended ISM 2540 D 1 10/14/2011 mg/L 4 22.5 NA=:Not Applicable ND=Not Detected Approved By: . Less Than Lab onager I Date `*' = Detection Limit t� RECE IVED OCT 7 5 2011 Page 1 of 1 Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph: 508-946-2225 � i Envlronmestal Chemistry Environmental Services i Site Assessment R `Site Sampling Quality Assurance Services *OR I.CEI Balm! Data Auditing R .. A T I O N . Mike Moreau '`' CERTIFICATE OF ANALYSIS Wastewater Treatment Services,Inc. 44 Commercial Street REPORTED: 10/23/2012 Raynham, MA 02767 ORDER#: G1251791 COLLECTED BY: M.Di11en SAMPLE DATE: 10/1012012 'I Rvffi 9:30 DATE RECEIVED: 10/10/2012 LOCATION: _ 170 Grand Island.Dr. Osterville,.MA(85.73) SAMPLE.ID: Oyster Harbors Effluent Grab DESCRIPTION: WATER RESULTS OF ANALYSIS Test P[1PalnetCl'S LAB-IDft: . I25F791 02 BOD SM 5210B 10/17/2012 mg/L .4 . 8.0 Kjeldahl,Nitrogen . EPA 351.2 10/19/2012 mg/L 2.50 21.3 Nitrate,Nitrogen 4110B SM 4110 B 10/10/2012 . mg/L 0.50 1.51 Nitrite,Nitrogen 4110B ISM 4110 B 10/10/2012 mg/L 0.25 ND Solids,Suspended ISM 2540 D 10/12/2012 mg/L 4 28.5 NA=Not Applicable ND Not Detected Approved B f� J '<' = Less Than '#' = Detection Limit Lab Manager / Daze RECEIVED OCT 2 5 2012 to Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph: 508-946-2225 Page 2 of 2 - J lEnvironmerftal Chemistry Environmental Services Site Assessment r�� ry Site Sampling L Quality Assurance Services nal l,Cll BGI�Ce Data Auditing G . O ,R P O,.R . A T I Q h Mike Moreau CERTIFICATE OF ANALYSIS Wastewater Treatment Services,Inc. 44 Commercial Street REPORTED: 10/23/2012 Raynham, MA 02767. ORDER#.: G1251791 COLLECTED BY: M.Dillen SAMPLE DATE: 10/10/2012 TIME: 9.:30 DATE RECEIVED: 10/10/2012 LOCATION: 170 Grand Island Dr. Osterville,MA(8573) SAMPLE ID:. Oyster Harbors Influent Grab DESCRIPTION: WATER RESULTS :OF.ANALYSIS. Test Parameters LAB-ED#: 1251791�01 BOD SM 5210B 10/10/2012 mglL 4 1,300 Kjeldahl,Nitrogen EPA 351.2 10/12/2012 mg/L 2.50 Nitrate,Nitrogen 411OB SM 41.10 B 10AW2012 mg/L 0.50 ND Nitrite,Nitrogen 411OB SM 4110 B 10/10/2012 mg/L 025 2.17 Solids, Suspended SM 2540 D 10/12/2012 mg/Z 4 676 I RECEIVED 0C3 Z 5 2�12 RECE1 T Page I of 2 Analytical Balance Corp., 422 Vest Grove Street, Middleboro, ,KA. .02346 Ph: 508-946-2225 4 � All Cape Environmental Services Inc. P:O. Box 235 Yarmouth Port Ma. 02675-0235 www.allcapeenvironmentalservice.com 5/3/2016 9:42 PM Town of Barnstable Board of Health 367 Main Street Hyannis,MA 02601 Re; 170 Grand Island Drive, Osterville MA"Oyster Harbors Golf Club" Dear Members of the Board As the current operator of the above system I would like to request a reduction in testing and or a clarif cation of requirements for this system. The system was installed on June 26012006 under the General Approval for secondary treatment. The UA program was in its infancy during this time and most of the Boards of Health did not have a lot of support from the DEP with these systems and the Engineers had less help in the design of these systems. The manufacturers just wanted to get as man i the round many g as they could. This has led to numerous systems being installed with inadequate tankage and or undersized. The present day approval process (here on the cape)has eliminated most of these proble ms.ms. The design b engineers have also educated themselves and are more conscious of what is needed and required. The reason that I bring all of this up is to address,without blaming,the issues that I have with the Oyster Harbor I/A System. I have listed them below. • General Approval—Secondary treatment vs Nitrogen reducing, The system is approved under the general approval for secondary treatment,but there seems to be a nitrogen requirement attached to it, according to the County Data system I am supposed to test the effluent for TN(D<N+NO2+NO3). When I go to the spot to enter the data is says testing not required. This could be a mistake within the data base but I would like a definitive answer to that,from the Board, and if it is required (Boards of Health can increase the DEP requirements of secondary treatment which is only BOD5 &TSS to include de-nitrification). If the Board of HeaIth'is requiring de-nitrification why or what mechanism would require that. The reason that I ask, as the operator of the system, I will have to go to the owners and say because of ?You are required to de-nitrify with this system. The reasoning I ask for this clarification should become clear further along in the other.issues listed below. • Usage of the System—The system is a commercial system that gets very uneven flows. In Massachusetts under the current title V design standards,we design based on a hydraulic basis and do not account for BOD5 loading. This is a problem with some commercial systems especially systems that have very uneven flows. The best wastewater treatment comes from steady flows, in decentralized plants or larger systems this is accomplished with equalization. It also can be accomplished with bigger a. All Cape Environmental Services Inc. P.O. Box 235 Yarmouth Port Ma. 02675-0235 www.alIcai)eenvironmentaIservice.com tankage and bigger treatment systems. Engineering 101 states that you want to design within the budget of your client which in practical application means as little tankage as possible (more tankage means more $ and more space with more covers etc.)now the manufacturer wants to make it as cheap as possible so that they can beat out the competition,which impractical application means as small a system as possible that will work. 20/20 hindsight is great but not very practical in this situation.The reality of this system is that even though.it was designed to the DEP standards and sized properly per manufacturers recommendations(assumed by myself as it was designed by a very competent engineer who would have took the recommendations from the manufacturer on tankage and size of FAST system) the system gets 90% of its flow within a very short period of time (lunch and early dinner). Technically it is biologically overloaded during those times,this creates an upset within the whole system. If you look at the median values (enclosed) for BOD5 and TSS the system is performing(Median 13OD5= 22.5mg/1 and TSS= 17mg/1).even during the times it did not meet 30mg/1 of BOD5 &TSS limit the system still reduced BOD5 &TSS by more than 75%. De-Nitrification—Typically.to denitrify we need to first nitrify and the BOD5 has to be below 10 mg/1 (not always the case)very simply put-this requires a certain amount of dissolved oxygen per certain amount of BOD5 (to get rid of BOD5) and then a certain amount of more air to convert TKN over to Nitrate (again very simply put). During the high loading events the system starves for air which decreases the BOD5 reduction rate and starves the nitrifying bacteria of air, killing them off nitri(nitrifying and de-nitrifying bacteria are very fragile again simply put). Typically the FAST system is very good at BODS &.TSS degradation and also in Nitrifying,but with a biologically overloaded system this is not tie case. Because of the spikes in -flow we are creating this overload condition.Now to De-Nitrify we need to recirculate the nitrified effluent back thru the anoxic zone(the septic tank) so that the bacteria (facultative.) strip the oxygen then the nitrogen off gases (again very simply put). The problem is that the effluent also picks up more BOD5 &TSS that also has to be reduced adding to the overall biological load. Back when this system was installed the local FAST distributor was not sizing the systems to account for the increased flow froin recirculation rates. In fact most of the FAST systems were not designed to de-nitrify. Only the past few years ago did the FAST systems include a recirculation system to accomplish de-nitrification. This system did however contain a recirculation system,but it was impossible for it to work as the plug for the pump was installed below the flow line of the effluent and was completely burned out. When I took over the system this was changed and the electrical connection was brought up into the riser and hard wired the recirculation now works. With the above being said,now hopefully you can see the dilemma that I am in as the operator. If the system is approved as a Secondary Treatment System under the General Approval the System is performng per the State Standard of 30mg/I for BOD5 &TSS. If the Board approved it as A Secondary Treatment with a nitrogen reduction requirement(which is allowed by DEP)then the system cannot meet the requirement of 25mg/l of Total Nitrogen for commercial systems. This is why I am asking the Board for clarification as to how it is approved. i All Cape Environmental Services Inc. P.O. Box 235 Yarmouth Port Ma. 02675-0235 www.alIcai)eenvironmentalservice.com If the system is required to de-nitrify I would like to know the reason why or what Barnstable Health Regulation requires de-nitrifying.My reasoning is this-if there is a de-nitrifying component the system will have to be upgraded and this will require the owners to invest a large sum of money in new equipment, engineering and construction costs. I owe them an explanation on this matter as their operator so that they can understand why I am asking them to upgrade the system. The owners have gone above and beyond the'responsibilities with this system. The system is pumped at the beginning of each season even though the tank does not technically need to be pumped. I do not have many owners that are as willing to do this. The grease trap is pumped on a monthly basis during the height of the season. This helps but as you may already know,because of the high dishwasher temperature(required by regulation),keeps the fats, oils &greases in suspension which carry over to the septic tank which also increases the BOD5 but there is not inuch more that can be done. They also installed a grease filter to again keep as much grease in the grease trap as possible. Now on the issue of reduction in testing and service. With the new secondary standard conditions Linder the State guide wines(because of flow being more than 2,000 gpd) I am required to visit the site quarterly. I am requesting that due to their seasonality I would like to visit the site only during the quarters that they are open. This would be Quarters 2ad, 3rd5 &part of 4"quarter.A visit in March would be done to ensure system is ready for the season with a close up by end of November. If the system is only required to perform on a secondary basis,I would also,request that the testing requirement be dropped unless field testing fails(DO >2.0 mg/l,PH between 6-9 SU, and turbidity>40 NTU) and then only lab tests for BOD5 &TSS. If the system is deemed to have a nitrogen reducing requirement, we have a different problem that will have to be addressed with the design engineer and manufacture with a solution brought back to the Board for approval. If I can be of more assistance or if you need more information please do not hesitate to call me at(508)776-6219 Please find enclosed sampling data for the system,Standard Conditions for STU's,FAST General Approval,Screen shots from the county data base. Sinc rely Winston A.Steadman II ,VP Sales&Service I w /ASystem .F E Sample Report History 170 Grand Island Drive, Barnstable 'r) Barnstable County Department of Health and Environment } P.O.Box 427,Barnstable,MA 02630 Effluent Sample Results Date TN' Nitrate2 Nitrite' TKN4 Ammonias BOD56 TSS7 Alkalinity' 09/25/2007. 18.5 0:25, - 0125 - 55 12/28/2007 4 2.69 0.125 1.16 6/3 7.3 17. 00/2008: : 1.5:7 0 25 - 0125 15:3 43:2 12 09/23/2008 8.3 7.92 _ 0.125 0.25 2 4 _. . _ ..: 04/09/2009 12:8 12 0:125 0.67. 2 2 06/30/2009 32.3 23.9 0.125 8.27 8.6 5.5 09/29/2009 1 - 8.08 _ 0:25: 0.125 17.7 37 : . 46.5 07/20/2010 25.18 0.25 0.125 24.8 61.7: . 1.dio/2010 33:715 :.. . .0:95- 0-125: 3,2.7. -- - - 54. .. .. 07/19/2011 20.6 40 10/12120.11 :22,01-. 0.71 21.3 - 10/10/2012 22.81 1.51 21.3 8 _ 28.5 08/28/2013 .- - - - - -1. 48 17 230r 120.: 230 2712014 _ - 08/05/2014 - 03/01/.2016 44.59 9.59 28.3 6.7 3 . :_ 22.2 24 77 Median = 20.6 -. 1.23 o.125 17;9 .32 22 5 17 153.5 Influent Sample Results Date TN Nitrate Nitrite TKN Ammonia BOD5 TSS 12/28/2007 52.7 0.25 0.125 52.3 400 404 - - 06/30/2008. 271- 015 38 0 125' 26 7 - 140.::. 2'. 09/23/2008 20.67 7.64 0.43 12.6 520 2160 04/09/2009. :. 6634 0:25 099 651 : _ 950 656_; 06/30/2009 148.14 53.9 1.34 92.9 270 1220 09/29/2009 71.18. 0.25 0.125 : .708. 90 - - - _ 10 07/20/2010 93.45 0.5 0.25 92.7 - -= i Date TN Nitrate Nitrite TKN Ammonia BOD5 TSS _.. 10/07/201.0 4.72 0'25 0,.125 - 4 35- 3060 . 2400 07/ 9/2011 54.4 54 4 190 200 - _ - - 10/10/2012 83-57 2.1,7 81..4: .. : 1.300' .:. 676 06/27/2014 230 120 08/05/2014 7 - 03/01/2016 1810 987 Median 60.3T• 0.25 . 025`. 59.75 5201. _ - _ 656> 05/"O 16 04:53pm Page 2 of 3 Sullivan Engineering Inc. 7 Parker Road,Box 659,0sterville MA 02655 508428-3344 e-mail:psullpenaaol.com fax 508-428-3115 June 21,2005 Board of Health Town of Barnstable 200 Main Street Hyannis,MA 02601 RE: Oyster Harbors Club! 170 Grand Island Drive, Osterville/A=053-012-001 Dear Board, Per your request the following is a written procedure for the seasonal operation of the FAST system: The Oyster Harbors Club Clubhouse restaurant facility is presently a seasonal operation, open approximately from March 21 through December 15. A portion of the Club's administrative offices are also located within the Clubhouse. These personal are year round staff. The proposed FAST system is to be in operation at all times during the season of year that the restaurant is open,unless otherwise determined by the Board of Health. Based on the present schedule,the system would be operational approximately from March 21 through December 15. The start/stop dates will be field adjusted each year based on the restaurant schedule. In the off-season,when the FAST system is not in operation,the septic system will act as a standard Title 5 system,and serve the administrative personal. If in the future the Clubhouse restaurant remains open year round,the FAST system shall also be in operation year round,unless otherwise determined by the Board of Health. I trust this meets your present needs. If you have any questions, please feel free to call. Very truly Ws, 4 --- Jo O'Dea,EIT Sullivan Engineering Inc. Cc: Oyster Harbors Club Murphy&Murphy Members of The American Society of Civil Engineers and The Boston Society of Civil Engineers I/A System Sample Report ° $ � 170 Grand Island ®rive, Barnstable ° Barnstable County Department of Health and Environments P.O. Box 427, Barnstable, MA 02630 s CHI Physical Address ;1`70 Grand Island Dr' Barnstable Technology- Model FASS - =i=cToFAST 0.5 Sample Date and Time 08/05/2014 @ 05:30 pm Sampling Parameter Result Unit Range BOD5 (Biochemical Oxygen Demantl 5 Day) 240 00000 mg/L_ <30 00 TSS (Total Suspended Solids) 65.00000 mg/L <30.00 Nitrate D L 1900S . ._.::...:. Nitrite (Nitrite) DNS mg/L <19.00 TKN (Total Kjehldahl Nitrogen) DNS m /L <19 00 9 ........ TN (Total Nitrogen) DNS mg/L <19.00 BOD5 (Biochemical Oxygen Demand;5 Day) 32.00000 mg/L <30 00 TSS (Total Suspended Solids) 28.00000 mg/L <30.00 BRL- Below Recordable Limit, DNS - Did Not Sample, NR- Not Reported i f I/A System Sample Report 170 Grand Island Drive, Barnstable Barnstable County Department of Health and Environmentys P.O. Box 427, Barnstable, MA 02630 scxu ' Physical Address 170 Grand Island Drive, Barnstable Technology- Model FAST- MicroFAST 0.5 Sample Date and Time 06/27/2014 @ 05:00 pm Sampling Parameter Result Unit Range P 9 . 9._. Ammonia (Amm:onia) NR mg/:L �19.00 _ ..: .. BOD5 (Biochemical Oxygen Demand, 5-Day) 230.00000 mg/L <30 00 TSS (Total Suspended Solids)' 120 00000 mg/L ....... 0.00 Nitrate (Nitrate) DNS mg/L <19.00 Nitrite (Nitrite) DNS;' mg/L �19.00! .... TKN (Total Kjehldahl Nitrogen) DNS mg/L <19.00 TN (Total`Nitrogen) DNS mg%L <19 00' BOD5 (Biochemical Oxygen Demand, 5 Day) DNS mg/L <30.00 TSS (Total`Suspended Solids).;. _ DNS mg/L BRL- Below Recordable Limit, DNS - Did Not Sample, NR- Not Reported BOARD OF HEALTH FOR: SEP`8,2015 r-- EXCERPT FROM THE BOARD OF HEALTH MEETING RESULTS ON 4/14/1 II. 1/A Monitoring Plan: A. Winston Steadman, representing Oyster Harbors Club — 170 Grand Island Drive, Osterville, test results of I/A Monitoring results. DISCUSSION. Winston Steadman discussed difficulty the current system has with BOD count. The owners are good about pumping every year. The Board requested water flow numbers and the full testing to be done mid-June and mid-July. Mr. Steadman will return to the Board in the Fall and the results will be discussed with George Heufelder, Barnstable County, for suggestions, / f "As &A % �c; f/ ( Pcv PAS A4614_ s f `� l 116 c. -Se �w _�s ' n i TOWN OF BARNSTABLE . s PURCHASE ORDER INQUIRY PROFILE REPORT Allocation Details Org obj Proj Description Encumbered Amt Bud 016504 671010 IN-STATE TRAVEL $1,250.00 U Liquidated $628.75 Canceled $ 0.00 Allocated Open Encumbrance $621.25 END OF REPORT - Generated by Crocker Sharon 1 Report generated: 02/25/2016 11:32 user: crockersh Page 2 Program ID: poinqury f 11_ BOARD OF HEALTH FOR: -S-EPP1015 EXCERPT FROM THE BOARD OF HEALTH MEETING RESULTS ON 4/14/1 II. 1/A Monitoring Plan: 44 A. Winston Steadman, representing Oyster Harbors Club— 170 Grand :,2016 Island Drive, Osterville, test results of I/A Monitoring results. DISCUSSION. C-Y\ Winston Steadman discussed difficulty the current system has with BOD count. The owners are good about pumping every year. The Board requested water flow numbers and the full testing to be done mid-June and mid-July. Mr. Steadman will return to the Board in the Fall and the results will be discussed with George Heufelder, Barnstable County, for suggestions. Z_ ciks- CPO Wrh /Z'►c'Jf�1 / A41 a-0/1 au S I.Barnstable County !/A Septic Management Database Winston Steadman-All Cape Environmental Inc 5:22 pm Main Submit My Clients My Reports Help -` Home>Clients>View Client>170 Grand Island Drive,Barnstable to f Site Contract Owners Components Sampling Notes _ l View History Permit Location - - Contractor Permit#: View Map —— - --— - - - _ _ _ Address: 1.70 Grand Island Drive "System Permit#: BARN-Gra170-FAS 'Osterville,MA 12345 Send Message Town Permit#: 2005-286 -- -- --_— DEP Approval: General f r'Uilding DEP Permit#: - 8573 Property Type: Single Family Res GWD• No Occupancy: Seasonal Title 5 Dates ; Design Flow: 7520.00 GPD Startup Date: 2006-06 26 SAS Size: 0.00 sq.ft. --- r Barnstable- County 11A Septic Management Database Winston Steadman-All Cape Environmental Inc 9:40 pm Main Submit My Clients My Reports Help Home>Samrales>S ubmit Sample Go Back Search Results Start Over Permit Details ------ ----- —_- -- --- --____ — . Permit Number BARN-Gra170-FAS Address 170 Grand Island Drive,Osterville(Barnstable) Owner Name - - - - Oyster Harbors Club ti Startup Date 06/26/2006 ;i Sample Report Details -_ ---- — — — - -- —--- -------- . . .. .. .. .. Permit Component* FAST-MicroFAST 0.5 i Sample Date May \/ 3 -:-2016 v: Sample Time 9 Laboratory -Select- . Sampler Name ' t Sampler License Number 1. Sample Type P Yp .. _ -_Select---- _ Is this a startup sample?* -Select- Is this a resample?* -Select--�­ Was this sample fully completed? * Select- ?' Comments No Sampling Required No Sampling Required for this Component. If you have sampling data to report,add fields for the respective parameters below by selecting the paramter in the corresponding selection box. Influent Sampling Parameters 'Add Influent Parameter,—Select— Effluent Sampling Parameters :Add Effluent Parameter: —Select-- Submit Sample * Denotes required field. I� TOWN OF BARISTABI,E Town of WA A A -61le S®. DATE: Boar(1-e-4 367 Main Street, Hyannis MA 02601 Office: 509462-4644 Susan G.Ras1S R.S. FAX 508-790-6304 Sumner Kaufman,M.S.P.H. Ralph A.Murphy,M.D. VARIANCE REQUEST FORM LOCATION Property Address: (221r`A 71. VIC .lbrild Assessor's Map and Parcel Number- O Z u, Size of Lot 17— Wetlands Within 300 Ft. Yes ✓' Business Name: No Subdivision Name: APPLICANT'S NAME: n45le• Nsrly.r-1, Cl�h S-u- . Phone 5�r - 'iL -3131 Did the owner of the property authorize you to represent him or her? Yes j,- No PROPERTY OWNER'S NAME CONTACT PERSON U ib SCNL.. Name: I Address: 1 Address: v,l ^1Lq& c 5Y Phone: C � .Hu- lam /Y1�-1- Phone: SCu �Z� - �•�yy VARIANCE FROM REGULATION(ust Reg.) - REASON FOR VARIANCE(May attach if more space needed) NATURE OF WORK: House Addition ❑ House Renovation ❑ Repair of Failed Septic System ❑ Checklist(to be completed by office staff-person receiving variance request application) Four(4)copies of the completed variance request form — Four(4)copies of engineered plan submitted(e.g.septic system plans) Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) Signed letter stating that the property owner authorized you to represent him/her for this request Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variance requests only) Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/leasee only],outside dining variance renewals[same owner/leasee only],and variances to repair failed sewage disposal systems [only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G.Rask,R.S.,Chairman NOT APPROVED Sumner Kaufman,bf.S.P.H. REASON FOR DISAPPROVAL Ralph A.Murphy,M.D. Q:/WP/VARIRZQ AJ t o 'rQ�,� Ga 4 '^`20 5 ]L5'31 01 KA VAJIIN NA ME la1 April 5, 2005 Town of Barnstable Board of Health 200 Main Street llyannis, MA 02601. ICE: Oyster Harbors Club, Osterville Dear Board of Health, As club president of the above referenced property, please be advised that John O'Dea or Peter Sullivan vf'Sullivan Engineering, Inc. has my Permission to represent the club before ,your board in shatters relating to the Septic system associated k.►rith the clubhouse. .e y, f IV ZhnK.yajcan Town of Barnstable Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,RS. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. June 2, 2005 Mr. Peter Sullivan, P.E. Sullivan Engineering, Inc. P.O. Box 659 Osterville, MA_ 02655 RE Oyster Harbors,'Club, :170 Grand Island>D rive Ostervllle A- 053 01'2-001" Dear Mr. Sullivan, You are granted permission on behalf of your client, Oyster Harbors Club, Inc., to install a FAST unit at 10 Grand island Drive, Osterville. This permission is granted with the following conditions: (1) The applicant shall provide a written procedure for seasonal shut-down of the FAST system. (2) The applicant shall provide documentation showing that the original disposal works construction permit and installed septic system is designed to handle 4,300 gallons per day. (3) The FAST unit and grease trap shall be installed in strict accordance with the revised engineered plans dated March 4, 2005. (4) The designing engineers hall supervise the construction of the FAST Unit and grease trap and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the revised plans dated March 4, 2005. (5) The influent and effluent shall be tested twice per year (in June and in August), for a period of two years. (6) After two years of operation (sometime in 2007) the applicant shall appear before the Board of Health during a public meeting to present the results of the effluent testing. Sulliv anOysterHarbors (7) The effluent discharge concentrations shall not exceed the following: a. Total Nitrogen (TN) shall not exceed 25 mg/liter. b. The BOD5 shall not exceed 30 mg/liter c. The TSS shall not exceed 30 mg/liter Since r ly yours, Wayne Kfer, M.D. Chairman S ulliv anOysterHarbors G rz f� I s, PTO"OF BARNSTABLE .. c�ug . LOCATION �E feO-S-ApP1 Oys►t-e1�+rel3pes ► SEWAGE # :VXMAGE �S f�� ill LL-E ASSESSOR'S MAP & LOT 4—( 1' 11 INS;TALLER'S NAME&PHONE N0._tt tLtL L Y_ Co+�D s� no YV Sl~P' IC TANK CAPAC= . '� A LLO(\)-S :,. _ T%.rp �.mu��2Ep LEACHING FACILITY:(type) �� c9-Y - i�c-p (siie) S�x�Z` K A ' 'NO.OF BEDROOMS /r :BUILDER OR OWNER �►f c �(�v i 2 t{ r2�0 S C L U (� PEII iTTDATE: °3 1; Q' I4 COMPLIANCE DATE:. -If, SY Sgpootion Distance Between the: t . Maximum Adjusted Groundwater Table to.the Bottom of Leaching Facility. Feet Private Water Supply Welland Leaching Facility (If any wells.exist on site or within 200 feet of leaching facility) N o �- Feet Edge of,Wetland and Leaching Facility(If any wetlands exist wjtliin 300 feet leeachin acili _ V10� � Feet Furnished by :.7C,.. .t, � �.• f ��� , rr %re 6 :. Gb ,Oh V 2c( d f0 uo 44 rV��:� LOCATION dSEWAGE PERMIT NO. VILLAGE bar . IWSTA LLER'S NAME i ADDRESS ,X4�' B U I L D E R OR OWNER r td�c,prp.S . i S/Yd DATE PERMIT ISSUED DAT E COMPLIANCE ISSUED E 04 /D " 5'5 / LOS AT ION S E W A PERMIT N0. v to C' VILLAGE OCf INSTA LE R' NAME ADDRESS Ds BUILDER OR OWNER J DATE PERMIT ISSUED DATE COMPLIANCE ISSUED Is b 0 ti a O , i 4 No. " �6 Fee THE COMMONWEALTH OF MASSACHUSETTS ' Entered incorriputer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS application for Disposal *pstrm Construction permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System � ndividual Components Location Address or Lot No. ,70 Owner's Name,Addre ,and Tel No Assessor's Map/Parcel 10 Installer's Name,Address,and Tel.No. _50g-Ft,2$-q_3CO Designer's Name,Address,and Tel. Type of Building: L�,c, ety..� Dwelling No.of Bedrooms Al A Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable)/.1!.J.,z�_ Vlk-� Date last inspected: , / Agreement: �II i i I � 'I Wo��CW��t.� ( d u���•ll�/h f v o - er rn� W r no-�L)s L,�t �Ile SIA 0 The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in W� accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this BoardAHea I /V 'gned Date Application Approved by Date o L 2 Za t Application Disapproved y Date for the following reasons —L U� poll + Permit No. ?.O 12- Date Issued Z 1 Z THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CE IFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by at / 70,4u'•4 AA, A t has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.701Z—Z63 dated Z(2--o 1 Z Installer �il+ Designer #bedrooms Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector '. No.- . '� �-`- • THE COMMONWEALTH OF%MASSACHUSE 1'S'�>` ° d'�in✓compute`r: `: . PUBLIC HEALTH DIVISION -=TOWN.OF BARNSTABLE;MASSAC•W04 S_ :0(politation for Disposat�pstem co struttion permit Application for a Permit to Construct.( ) Repair( ) Upgrade( ) Abandon( ) ❑�1omplete Sys e� ndividuahcor nts Location Address or Lot No. '70 • Owner's Name, d`dre s,and Tel.No, " Assessor's Map/Parcel d,�j 3 -7/- Installer's Name,.Address,and Tel'No:SOgr5FoZ S'g30t� Designer's Name,Address,and Tel.No.50°8-4a ES`'33 Type of Building:' Dwelling .,,No.of Bedrooms x/A Lot Size sq.ft. Garbage Grinder( ) { Other Type of Building No.of Persons Showers( ) Cafeteria( ) - Other Fixtures Design Flow(min.required) gpd Design flow provided gpd t " Plan Date Number of sheets Revision Date Title e Size of Septic Tank 12 Type of S.A.S. /Description of Soil Nature of Repairs or Alterations(Answer when applicable) -•c.rL /YLeu� �-� Date last inspected: ` l 1 t ` t ` d / �yAgreement: N0 frn�+r( lrlF)✓'u� J�Clt, Lnj7�IlPr s.A P'I tjar �( �U✓? �vi� /U o ��,l�i�� The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in WN , accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of (� I f f Compliance has been issued by this Board of Health. •gned 1=`- Date Application Approved by Date o t Application Disapproved y Date V� for the following reasons -�C , ( ' P Ur/ - Permit No. Z O 1 Z — Z C 3 Date Issued 2� ZU 1 2•—---------------,-------- --------------- ----------------------- -- ---- -------------------_---------- -------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance - THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( ))11by at / -74 J' 4 ,4 • 6b-t has been constructed in accordance with the provisions of Title}5 an�the for Disposal,System Construction Permit No.7012-a Zh 3 dated g1 Z Z `d/Z - Installer Designer " I #bedrooms Approved design flow" gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector ----- ---------------------------- ---------------------------------------------------------w --------- ------------------ No. O _— 763 Fee /5V THE COMMONWEALTH OF MASSACHUSETTS - PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal *pstem Construction Permit Permission is hereby granted to Construct( K) Repair( ) Upgrade( ) Abandon( ) System located at l 78 d and as described in the above Application for Disposal System Construction Permit. The applicant recognize eFlr uty to comply with B Title 5 and the following local provisions or special conditions. t 't Provided:C nstruct on must be completed within three years of the date of this pe Date Approved by No. GU 1 Fee 4too THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: !/ PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes 9pofication for Zisposal *pstem Construrtion 30ermit Application for a Permit to Construct( ) Repair(,grade(�e Abandon( ) ©Complete System (Individual Components Location Address or Lot No. 17�N1`rA le5ia-Ak Znj'e, . U er's Name,Addestand Tel.No. •Y1W e�5�11+ � Assessor's Map/Parcel p53 IZ.ap Installer's Name,Address-and Tel.No. Designer's Name,Address,and Tel.No. �livQ-. EnSv mr,,n 3r.c.. Qov,4tru; � S� 5o�-`iL�'33U Type of Building: Dwelling No.of Bedrooms Lot Size I,7 &K<> sq;AF Garbage Grinder( ) Other Type of Building (Z. YP g �&b cc, 6' , Kid-No.of Persons sb M8, Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided 833� i t`AeO'ZAA gpd Plan Date p5w.� 1_Sa --M':\ Number of sheets Revision Date Title lA rta � �r\ Size of Septic Tank I?v^t' ZSOO (Q Type of S.A.S. 2 See qS-R4 Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of lth. j1 Signed Date 6/ Application Approved by Date d Application Disapproved by Date for the following reasons Permit No. ?- 00 - C� `� Date Issued J 2f�O Ptp/,.�,:r,...y.,;r•+.-. -. .....-^';r9" __±r'.,.r+sF•^. .�.-_,.-.ram ,,... .-...-...r.-*.+w^^ _t: w., K � ... .. ... � �.3.. _ -..✓ s.. No. Fee THE COMMON VEALTH OF MASSACHUSETTS Entered in computer: '•! PUBLIC HEALTH DIVISION -TOWN OF..B:ARNSTABL�E, MASSACHUSETTS-� P..�!• Yes 2ppfication for -Misposal *p rnst Construction hermit - Application for a Permit to Construct( ) Repair(/)" Upgrade(�4 Abandon( ) ❑Complete System [ individual Components Location Address or Lot No. 170&MA'Sly­,ct �wper's Name,Address and Tel.No. Q,yknnit.� limber�l�,�n�_„�.*^ Assessor's Map/Parcel, d$3 0IZ-OO t 0Qrr^ ,� ,�, Installer's Name,Address �d Tel.No..a gDesi ner's Name,Address,and Tel.No. 7�10 � (.,F�!/l j/ 7, gj7 �1 r��5�5 .�.,�� t,.c \ cyleru�l 67-4 ro$-tizB-334y Type of Building: Dwelling No.of Bedrooms Lot Size I Z,7 IklZeS sq;:fL- Garbage Grinder(' ) Other Type of Building ` �Je YP g CGbtihc�����No.of Persons 5o MAC Showers( Cafeteria( ) Other Fixtures Design Flow(min.required) (P t71� gpd Design flow provided 83�� ,n A f2tZA A gpd Plan Date $cvwv Z G6 Number of sheets Revision Date - Title 0SC 5eO kAe�,AQ (Ajn. Size of Septic Tank/Pyrr\P ZSCp 6,1, - Type of S.A.S. 5 e Ogrp\ - Description of Soil t ` Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: t „mod The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Boar�Ofadltlle. Signed / Date Application Approved by x.S , Date O ` Application Disapproved by Date for the following reasons Permit No. Date Issued q200 - - -- - - THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS , Certificate of Compliance j THIS IS TO CERTTIFY,that the//On-site Sewage Disposal system Constructed( ) Repaired((✓) Upgraded Abandoned( )by at 176 6v1 _ $slcr,a Dco t has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit Not�(-�''j�{ dated L2_ 0 » Installer F_�,r--co U10 Tj1 Designer S(,L L i VA t J #bedrooms CAJ��,-,A ��A��1�U.�Cr Approved design flow gpd The issuance of thishall not be construed as a guarantee that the system will funct_i Jon i as designed. Date � �LlI,)01 Inspector No.2_r� T� Fee � 00 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIIVISION-BARNSTABLE,MASSACHUSETTS Btsposal 6pstem Construction Vermit Permission is hereby granted to Construct( ) Repair( ) Upgrade(i)" Abandon( ) System located at (76 (AfmA and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. / Provided:Constru tion ust be completed within three years of the date of this permit. Date 217 !J� Approved \ 1 JUN-01-2012 12:12 From:BORTOLOTTI CONST 5084289399 � To:15087906304 P.6/6 'own of Barnstable Regulatory Services �+ Thomas F, Geiler,Director MAWi �� � Public HMO Division Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508.862A644 Fax 508-790-630 4 Date: 2-0 Sewage Permit# Oct -0 7 Assessor's Map/Parcel Qom-ate-W) J Installer&Designer Certification Form Y Designer: Lv % Lnstaller: Address: G, S .Address: L�"ardcn,�r, J� 6z >�1ar4 ,� ,lls vVl aia� On //.2009 vas issued a permit to install a (d te) installer septic system at t7Q based on a design drawn by (adckess n car dated' 5` 0 des1gger -ZI- certify that the septic system referenced above was insWed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or s tic tank. Stripout (if required) was inspected and the soils were found satisfactory. ado ter�,f7 I certify that the septic system referenced above was installed with major changes (i.e. greater than 1 p' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Focal.Regulations, Plan revision or certified as-built by designer to follow. Stripout (if requi -was cted and the.soils were founds 'sfactory. �l�OF MZ JOHN C. ' r� Civil ; (Installer's Si aturC) No.481ca �F&/STGF�t, Fss/ONAtN�'�, Designer's Signature (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABL E F-UR1XCE OF COMP WILL AXT •bVS)ON. CERTIFICATE -NOT BE IU ' BOTH_TErIS .FORM AND AS- BUILT CARD ARE RECEIVED RY THE BARNSTAB�LE PUBLIC HEALTH DIVI&ON. THANK YOU. oofrcv ronWdoignercartiPlenrion lbrm dot TE- THEAROHITDTURALBASEPUNINOM DONTHIS AWINGISTOOONVEYTRIMARKSGENERAL � PRELIMINARY DRAWINGS ONLY EOIIIPMENT DESIGN INTENT ONLY,UNDER NO CONDITION SW.LLTHEARCHITETURAL PORTION OFTHIS ///.TriMark DRAWINGBEREFERENCEDFORBASEPLANDIMENSpNS. ORDINATIONORCONSTRIICTg EFTS t 4 10-16-2019 AUL ENSONSANDORCONSTRUOTIONCOORDINATION MUST BE COORDINATDI I FCTLY TH THE UNOEDEASr ARQ,ITECTS DRAWINGS.THIS NOTE WILL SE REMOVED ONCE TRIMARK RECEIVES A POP—NOT FOR CONSTRUCTION RCHITFCTURALDRAWTNG FROM THE CVSTOMERSARCHITECT. . ae. 14'_0" ql 113�4" 4'_Ik4° I/ I ..ma.vm.n I4 / ................. ..rMeaa.Pm.N 0 � I 22'-4" N A DOOR REVISIONS DATE BY NO.DESCRIPT,ON ,_ ......__ ,g Q - - I I �s l 2 3 •- III :4 II FOODSERVICE WAITRESS AREA EQUIPMENT LAYOUT g 1 OM SCALE:12'-1'-0' MIC n g'-. -ICI e{ S j I eu nllllsa " II ,< Q N CEIII MINI --, _ 3 20 9 9 QQZ / L m 20 nI 6 ,n O Oo LL q se B q W AAN 030 F_— P9o,La UMW 9-]9, LC / O �� O&3]-ZT119 \ I I I 11 AS NOTED oKA TRM AG Y: 15 16 16A 17 18 71 FOODSERVICE FOODSERVICE WAITRESS AREA ELEVATION FOODSERVICE BAR EQUIPMENT LAYOUT EQUIPMENT PLAN 1t" SCALE:12"-1'-0" SCALE:1/2"-1'-0" SQF100 .ETriMark UTILITY SCHEDULE UNITED EAST ELECTRICAL PLUMBING REV ITEM NO. OTY ITEM DESCRIPTION MFR MODEL VOLTS PHASE AMPS HP KW CONN. NEMA CW HW IW OW MS MBTUM - REMARKS - ITEM NO. WITH SOLID SIS DOORS,CONDENSING UNIT 0.THE LEFT,PANTHER STYLE DISPENSING KIT(A)FAUCET,CO2 GRAFT BEER GOOIER PERLK]( DOSfiO � tM 25 1/< OA "Sp5P REWUTOR KIT.AIR dSTRIBIiTOR WITH REPLREAF VALVE AND(2)SMInoFFS 1 I 2I —.SINK PERLICK TSlI N 3 PA55-THRUICE BIN PERLICK 653<IC10 VNTHIOCIRCURCOLDPLATE,2<"SPEED RAIL WITH LOCKING COVER,RBWSSfi-20 BOTTLE YVELLS.SODA LINE J CUTOUT FOR COCKTAIL STATION 0T115S266A ON THE LEFT SIDE 6S1 SPARE NUMBER CUS SPARE BACK BAR CABINET,REFRIGERATED PERLICK BBSN52 120 1 25 15 OR S16P WITH GLASS DOORS AND STAINLESS TRIM,CONDENSING UNIT ON THE LEPT W/TH STAINLESS COVER 6 _ YMTH 10 CIRCUIT COLD PU1TE.-SPEED RAIL WITH LOCKING COVER.i8W9-2A BOTTLE WELLS,SODA LINE ICE IN PERLICK TS2NC10 lrz" UT fOR COCKTAIL STATION 0]OSS265q ON THE LEFT SIDE > epgxnwa n°°e npewm CUTO dFfp•aA�°]°Kn.Y DUMP SINK PERLICK T512H5 ]le" 1-1T 8 �. 1 SPARE NUMBER CUSTOM, SPARE 111 1 GLASSWASHER HOBART L%GERI 120/2052<0 1 30.5 MW LP 5/e" 10 off° LICK Ur. 11 i056A-O 1-t/1' 1 GLASS RACK PER CONSIST OF(I)SODA GUNS.BAG IN BOX RACK AND W2 T X.ALL TRADES SHALL VERIFY OMENSIONS AND ° yq pyg 13 SODA SYSTEM Nq BY OTHERS 1. 15.0 OR S16P IQ" UTILITY REOUIREMENTS PRIOR TO ROUGKINS. 12 1J I LKIUOR BOTTLE DISPLAY PERLICK IMD21IR OP2<0 1 11 DR 1-16P 13 LIQUOR BOTTLE DISPLAY PERLICK IMD2- 100-4f) 1 13 OR 1-15P REVISIONS 15 1 RFACINN REFRIGERATOR Iq.SFO].Aq RIA-FG 1151 4.7 1. OR "Sp 15 DATE BY NO.DESCRIPTION 300 SERIES-SM CONSTRUCTION,WXJO",06"HIGH.S"BACK AND RIGHT SPLASHES,10"APRON IN FRONT OF SINK, 16 SERVICE COUNTER TRIMARK UNITED EAST FABRICATE GLASS STORAGE RACK ON THE LEFT,OPEN BASE ON THE RIGW 2W WIDE 1. 16A 1 DI—.SINK JONN BOOS PB-DISINKIDI<OSSSLR IBA 160 I DECK MOUNT FAUCET TBS BRASS —2SCR 1l2' 1l2" 168 17 1 ICE B WATER DISPENSER RANDELL 95IS 17 - UNDER000NTER REFRIGERATOR HOSIOZAKI UR2]A 115 1 IS 15 DR IISP 10 COFF EE BREWER MC BY OTHERS x x X X X ALLTRADESSHALLVERIFY OMENSKJNSANDUTI REWIREMENTSPRKJRTORIX WNS. 19 p 2 SHELWNG,WALL MOUNTED HN BOOS B.S16S.1-. G.C.SWILL PROVIDE WALL BLOCKING AS REWIRED. 10 21-1 1SPARE NUMBERINET.REFRIGERATED CUSTOM SPARE 21-25 M BACKBAR CAB PERLICK BB5108 120 12 1. DR SISP NOTSIKYWN-PLAN26 2] ICE WBER MTII BIN HOSHIIAKI ­SA. 116 ].S OR "Sp JIP NOTSHOVMONPLAN 27 281 ICE CURER HOSHIIAKI KM-1100MAJ 208-3S0 1 12$ JBW J.- JS,(2)1<' NOT SHOM ON PLAN 28 '^r' 1f PLUMBING SCHEDULE mMO REV ITEM NO. Ott ITEM DESCRIPTION CW CW STU.11 HW STUB(- 11 ION OW OWSTUB(f�FF) GAS SRE GAS STUB(AFF) MBTUH PL NG UMBI REMARK6 3I AND SINK 3/B' 13" 12" 1-1R' 1wI I I.W.TO RUN TO FLOOR SINK AS REWIRED. Q ] PA55-TMRU ICE BIN trz' � I.W.TO RUN TO FLOOR SINK AS REQUIRED. C ] ICE BIN 1/1' T 8 DUMP RINK YB" 12' 18" 12" 1— I.W,TO RUN TO FLOOR SINK AS RECIAREO. 10 GLASSWASHER 3l<' 11' S/B' I.W.TO RUN TO FLOOR SINK AS REWIRED. Nii O 11 1 GLASS RACK 1R•,I-1rz' I.W.TO RUN TO FLOOR SINK AS REWIRED. 1..1.�.12 1 SODA SYSTEM % �- P.C.TO VERIFY ALL CONNECRO AND WASTE REQUIREMENTS MIN IREMENiS PRIOR TO RV_ E� IBA NANO SINK,-TN SPLASHES 1nrz" 1A• NS Q 160 DECKMWNi FAUCET trz' 1rz' 16" uj W ] 1 ICE a WATER DISPENSER 1 rz" -1/C I.W.TO RUN TO FLOOR SINK AS REWIRED. J 0� 19 1 COFFEE BREWER % P.C.TO VERIFY ALL CONNECTIONS AND WASTE REQUIREMENTS PRIOR TO ROIIGHIN 0_ N W 'O O N O O O LL ELECTRICAL SCHEDULE REV ITEM NO. WN REM DESCRIPTION VOLTS PH AMPS HP KW COIN. NEMA STUB(AFF) ELECTRICAL REMARKS WB 1& 1 WRAF]BEER COOLER 120 12.51. DR S-1SP 16' ' OB P-2019 6 BACK BAR CABINET,REFRIGERATED 120 1 2.6 15 OR S16P G E; 10 GLASSWASHER 120rz063AO SOS JBW 18" REWIRES}WIRE POWER CONNECTION.STUB CR AND BRANCH TO CONNECTION NTS 1 1 13 1 B.—SYSTEM Xx VRFV E.C.SHALL VERIFY DIMENSIONS AND UTILITY REQUIREMENTS PRIOR TO ROUGHJNS. TRM AG I] 1 UO110R 00TRE DISPLAY 106340 1 13 OR 1-15P UOUOR BOTTLE DISPLAY 'KI I 13 OR 1-— AB" SH F�TITU' 15 1 IREACH-IN REFRIGERATOR 115 1 4.7 1. DR StSP KC 1. UNDERCOUNTER REFRIGERATEi 11S I 2S 1/6 DR S16P FOODSERVICE 19 COFFEE BREWER X X % % VRFY E.C.SHALL VERIFY OMMISIONS AND UTILITY REWIREMENTS PRIOR TO RWGHJNS. EQUIPMENT M RAC(BAR CABINET,REFRIGERATED 120 <2 OR S-1SP VRFY NOT SHOVM ON PLAN,TO REPLACE—STING UNIT.E.C.TO VERIFY REWIREMENTS ON SITE. SCHEDULES • �QF101 i F, Quote ;eNTriMark09/23/2019 Foodservice Equipment,Supplies and Design Project: From: Oyster Harbor TriMark United East OsterviIle , MA 02655 Alan J. Goldberg, CFSP Vice President, Contract Sales 505 Collins Street South Attleboro, MA 02703 PH: 508-399-2321 T-Free: 800-556-7338 ext 321 Fax: 508-761-3600 Email: Alan.Goldberg@trimarkusa.com Item Qty Description Sell Sell Total 1 1 ea DRAFT BEER COOLER 2,658.35 2,658.35 Per'lick Corporation Model No. DDS60 -- Direct Draw Draft Beer Dispenser,two-section, 60"W, self-contained refrigeration, holds(2) half barrels& (1) quarter barrel (LESS TAPPING), 33-40°F temperature range, (2) solid doors, digital thermostat, front vented, automatic defrost& evaporator condensate, automatic defrost&condensate evaporator, includes floor drain, stainless steel top, ends& back exterior, 1/5 HP, R290 Hydrocarbon refrigerant, NSF, cULus 1 ea 120v/60/1-ph, 2.5 amps, NEMA 5-15P lea 5 yr. compressor warranty, 1 yr. parts& labor warranty 1 ea Condensing unit location: Left 1 ea Solid stainless steel doors, stainless steel grille 102.10 102.10 1 ea Stainless Steel - No Tapping Holes 1 ea 65494 CO2 Regulator Kit 90.65 90.65 1 ea 20852-2 Air Distributor with Relief Valve, 2 Shut Offs 48.19 48.19 1 ea 69526-4P Panther Style Beer Dispensing Kit-(4) Faucets, Chrome, 1,126.41 1,126.41 above SECOND DOOR (dispensing head, drainer, faucet(s), air distributors, beer line connectors, air hose, air distributor cover, beer &drain line covers, air scoop &tubing, air sleeve, spanner wrench, drainer tubing-8', silicone, hardware &fittings,field installation kit) (NOTE: keg couplers sold separately) 1 ea Note: Keg coupler not included in beer dispensing kits; must be ordered separately. Refer to the Perlick tapping price book or perlick.com 4 ea 36000G "D" System Keg Coupler, probe, less lock, brass 33.49 133.96 1 ea CM13661B Extended Mounting Bolt,Vin Service Heads. (Panther 15.74 15.74 etc..)Includes 11" mounting bolt ITEM TOTAL: 4,175.40 2 1 ea HAND SINK 680.33 680.33 Initial: Oyster Harbor Page 1 of 9 0912312019 Item Qty Description Sell Sell Total Perlick Corporation Model No.TS12HSN TS Series Underbar Hand Sink Unit,free standing, 12"W x 22-1/4"D, 6" backsplash, 10"wide x 14"front-to-back x 9-1/4" deep sink,4" OC splash mount faucet holes, 16 oz. pump soap dispenser, C-fold paper towel dispenser on front apron, sound-deadened underside, (1) 8- 1/2" standpipe, 1-1/2" NPS male drain, stainless steel construction, stainless steel legs with adjustable thermoplastic feet, NSF 1 ea 934GN-LF Front Loading Faucet, wall/splash mount, lead free, 184.63 184.63 gooseneck spout, faucet valves includes: built-in check valves to prevent back flow or across flow, (2) 3/8" O.D.x 3/8" O.D.x 18", braided stainless steel supply lines included 1 ea 7055-48 Perforated Wet Waste Pan, 7 quart capacity, stainless steel, 58.20 58.20 for 18"W blender stations(10-3/8"x 12-3/4"x 4" deep) 1 ea 7054R End Splash, right, 6",for TS,TSF, or TSD series 69.18 69.18 1 ea 7054L End Splash, left, 6",for TS,TSF,or TSD series 69.18 69.18 ITEM TOTAL: 1,061.52 3 1 ea PASS-THRU ICE BIN 1,699.39 1,699.39 --� Perlick Corporation Model No. SS241C10 Service Station Ice Chest,with cold plate, 24"W x 38"D, 114 lb. ice capacity, concealed 10-circuit cold plate, ABS top ledge, stainless steel front & sides, stainless steel legs with thermoplastic feet 1 ea BW-SS6-24 Underbar Bottle Well with Ice Chest Cover Assembly, 6- 172.23 172.23 bottle capacity, 4-piece stainless steel sliding cover assembly, (3) black polypropylene bottle wells on each side (for SS24 ice chests) 1 ea SR-S24AR Speed Rail, single, 24" W, stainless steel construction, field 93.03 93.03 installed 1 ea SRLC-S24R Locking Speed Rail Cover, single, 24" W, stainless steel 154.58 154.58 construction, field installed (cover only) 1 ea 7055-265A Backsplash cutout for soda lines 80.63 80.63 1 ea Left side of backsplash ITEM TOTAL: 2,199.86 4-5 1 ea SPARE NUMBER Custom Model No. SPARE 6 1 ea BACK BAR CABINET,REFRIGERATED 3,047.65 3,047.65 Perlick Corporation Model No. BBSN52 Narrow Door Refrigerated Back Bar Cabinet,two-section, 52"W, self- contained refrigeration, 13.3 cu.ft. interior volume, (2) hinged doors with locks, digital thermostat, LED interior lighting,front vented, automatic defrost & condensate evaporator, includes floor drain, stainless steel interior, side mount compressor, 1/5 HP, R290 Hydrocarbon refrigerant, cULus, NSF 1 ea WARNING:The materials used in this product may contain chemicals known to the State of California to cause cancer and birth defects or other reproductive harm. For more information go to www.P65Warnings.ca.gov 1 ea 120v/60/1-ph, 2.5 amps, NEMA 5-15P 1 ea 5 yr. compressor warranty, 1 yr. parts& labor warranty 1 ea Standard refrigerator Initial: Oyster Harbor Page 2 of 9 0912312019 Item Qty Description Sell Sell Total 1 ea Stainless steel top- no tapping holes 1 ea Condensing unit location: Right 1 ea 68540-1 Condensing unit cover finish: Stainless steel 32.44 32.44 1 ea End finish: Stainless steel, unfinished, both sides, standard 1 ea Door type, first: glass with stainless steel door frame 159.35 159.35 1 ea Door hinge location, first: Left lea Door handle,first:full length stainless steel handle, 24" 1 ea Shelving style, first: (3) flat shelves 1 ea Door type, second: glass with stainless steel door frame 159.35 159.35 1 ea Door hinge location, second: Right 1 ea Door handle, second: full length stainless steel handle, 24" 1 ea Shelving style, second: (3) flat shelves 1 ea Crisp White'" LED ITEM TOTAL: 3,398.79 7 1 ea ICE BIN 1,252.84 1,252.84 Perlick Corporation Model No.TS241C10 TS Series Underbar Ice Bin/Cocktail Unit, modular with cold plate, 24"W x 18-9/16"D, approximately 50-lb. ice capacity, 10-circuit aluminum cold plate concealed under bin liner, 6"H backsplash with 1" return at top, ABS plastic top ledge, 10-3/4" deep stainless steel ice bin, stainless steel front& sides,galvanized steel back& bottom, 1/2" NPS male drain, 1-5/8" tubular stainless steel legs with 1" adjustable thermoplastic feet, NSF 1 ea 6" Backsplash standard 1 ea BW6-24 Underbar Bottle Well with Ice Chest Cover Assembly, 6-bottle 126.43 126.43 capacity, 2-piece stainless steel sliding cover assembly, (3) black polypropylene bottle wells on each side (for TS24,TSD24, &TSS24 ice chests) 1 ea SR-S36AR Speed Rail, single, 36" W, stainless steel construction, field 105.91 105.91 installed 1 ea SRLC-S36R Locking Speed Rail Cover, single, 36" W, stainless steel 174.61 174.61 construction, field installed (cover only) 1 ea 7055-265A Backsplash cutout for soda lines 80.63 80.63 1 ea Left side of backsplash ITEM TOTAL: 1,740.42 8 1 ea HAND SINK 525.28 525.28 Perlick Corporation Model No.TS12HS TS Series Underbar Hand Sink Unit,free standing, 12"W x 18-9/16"D, stainless steel construction, 10" wide x 14" front-to-back x 9-1/4" deep j sink, 6" backsplash,4" OC splash mount faucet holes, sound-deadened underside, (1) 8-1/2 standpipe, 3/8 copper supply tubes, 1-1/2 NPS male drain, stainless steel legs with 1" adjustable thermoplastic feet, NSF 1 ea 6" Backsplash standard 1 ea 934GN-LF Front Loading Faucet,wall/splash mount, lead free, 184.63 184.63 gooseneck spout, faucet valves includes: built-in check valves to prevent back flow or across flow, (2) 3/8" O.D.x 3/8" O.D.x 18", braided stainless steel supply lines included Initial: Oyster Harbor Page 3 of 9 0912312019 Item Qty Description Sell Sell Total 1 ea 7055-48 Perforated Wet Waste Pan, 7 quart capacity, stainless steel, 58.20 58.20 for 18"W blender stations (10-3/8"x 12-3/4" x 4" deep) 1 ea 7054L End Splash, left, 6",for TS,TSF, or TSD series 69.18 69.18 ITEM TOTAL: 837.29 9 1 ea SPARE NUMBER Custom Model No. SPARE 10 1 ea GLASSWASHER 5,321.84 5,321.84 Hobart Model No. LXGER-2 (6" LEG STAND) AdvansysIm Glasswasher with Energy Recovery, Hot Water Sanitation, .62 gal per rack, 30 or 24 Racks/Hour, Fresh Water I Rinse, Steam Elimination, Smart Sensing,Auto Delime notification & cycle, Auto Chemical Priming, with detergent, rinse aid &delime pumps, 2 Programmable Cycles, Advanced Service Diagnostics, electric tank heat, 120/208-240(3W)/60/1, ENERGY STAR®, Free factory startup for installations within a 50 mile radius of a Hobart service office; installation beyond 50 miles will be charged at the quoted rate by the local Hobart service office 1 ea Standard warranty- 1-Year parts, labor&travel time during normal working hours 1 ea NOTE: All LXGe Glasswashers ship with a leg stand assembled at the factory-additional leg stands are available as accessory parts ITEM TOTAL: 5,321.84 10A 1 ea TRIMARK UNITED EAST REBATE -250.00 -250.00 TRIMARK UNITED EAST Model No. REBATE MASS SAVE INSTANT REBATE, LXGER-2 ITEM TOTAL: -250.00 11 1 ea GLASS RACK 830.14 830.14 Perlick Corporation Model No. 7055A-D I I I I Underbar Glass Rack Storage Unit,drainboard top, 24 W x 24 D open l; front cabinet base, holds(2) 20" x 2011 glass racks, 6II H backsplash, (2) stationary rack slides height adjustable in 1" increments, embossed drainboard is reinforced & includes 1/2 drain at rear, 1 drain in bottom shelf, stainless steel construction, stainless steel legs & adjustable feet 1 ea 6" Backsplash standard ITEM TOTAL: 830.14 12 1 ea SODA SYSTEM NIC Model No. BY OTHERS SODA SYSTEM-CONSIST OF(2)SODA GUNS, BAG IN BOX RACK AND CO2 TANK 13 1 ea LIQUOR BOTTLE DISPLAY 389.78 389.78 Perlick Corporation Model No. LMD2-24R Lighted Merchandise Display, 2-tier, 24"W, white LED, right end e - , location of power cord &on/off switch (custom - no returns for credit) 100-240v/50/60/1-ph, 1.2 amps,cord, NEMA 1-15P(120v to 12v DC transformer) (dry locations only) ITEM TOTAL: 389.78 Initial: Oyster Harbor Page 4 of 9 f 0912312019 Item Qty Description Sell Sell Total 14 1 ea LIQUOR BOTTLE DISPLAY 622.13 622.13 Perlick Corporation Model No. LMD2-48L Lighted Merchandise Display, 2-tier,48"W, white LED, left end location of power cord &on/off switch (custom- no returns for credit) 100- -� 240v/50/60/1-ph, 1.2 amps,cord, NEMA 1-15P(120v to 12v DC transformer) (dry locations only) ITEM TOTAL: 622.13 15 1 ea REACH-IN REFRIGERATOR 3,085.31 3,085.31 ---- Hoshizaki Model No. R1A-FG Steelheart Series Refrigerator, reach-in, one-section, 23.1 cu. ft.,top mounted self-contained refrigeration system, (3) epoxy coated wire shelves, (1) full-height hinged glass door, digital temperature display/controls, LED interior lighting, stainless steel exterior front& sides, stainless steel interior, (4) 4" heavy duty casters (2 with brakes), R290 Hydrocarbon refrigerant, 1/4 HP, NEMA 5-15P,cETLus, ETL- Sanitation LEFT HINGED 1 ea Warranty: 3-Year parts& labor on entire machine 1 ea Warranty: 5-Year parts on compressor 1 ea 115v/60/1-ph, 5 amps,standard 1 ea Casters, 4" (set of 4),field installed, standard ITEM TOTAL: 3,085.31 16 1 ea WORK TABLE,CABINET BASE OPEN FRONT 1,939.77 1,939.77 John Boos Model No.4CO4R5-30108 Work Table, cabinet base with open front, 108"W x 30"D, 14/300 stainless steel top with 5" backsplash, Stallion Safety Edge front, 5 18/430 stainless steel wrap, stainless steel legs with adjustable feet 1 ea X-0002L Size modification to reduce size, price next largest size . 107.27 107.27 1 ea X-0115X Modified to specifications, PER SKETCH (used when changing size) **Modify to 30" x 99"with an apron in front of drop in sink and water/ice station (Randell 9515) ** **glass storage rack on left side **Open base on the right 28"to accommodate Hoshizaki UR27A 1 ea X-22011 30" right end splash, stainless steel (up to 5" in height) 178.28 178.28 1 ea X-0208A Cutout per sketch (used for special cutouts for drop-in) 150.47 150.47 (modification) 4 ft X-0208J Apron in front of sink or drop-in for modular base work tables 71.02 284.08 (per linear foot) (use X-0208B for control panel mounting) 1 ea X-0208D Glass Rack Slide, priced per section (modification) 275.12 275.12 1 ea X-0204A Mullion -Interior Portion Panel (modification) 95.85 95.85 ITEM TOTAL: 3,030.84 16A 1 ea DROP-IN SINK 119.11 119.11 i Initial: Oyster Harbor Page 5 of 9 0912312019 Item Qty Description Sell Sell Total John Boos Model No. PB-DISINK101405-SSLR Pro-Bowl Drop-In Sink, 1-compartment, 12-3/8"W x 18-1/2"D x 11"H overall size, (1) 10"W x 14"front-to-back x 5" deep bowl, deck mount faucet holes with 4" centers, 3-5/16" drain opening with basket drain, with left& right side splashes, stainless steel construction, (faucet not included), NSF, CSA-Sanitation ITEM TOTAL: 119.11 16B 1 ea DECK MOUNT FAUCET 136.86 136.86 T&S Brass Model No. B-0325-CR Mixing Faucet, deck mount, 4" adjustable centers, 5-3/4" swivel gooseneck spout with Series 1 stream regulator outlet (includes lock washer to convert to rigid), lever handles with color-coded indexes, quarter-turn Cerama cartridges with check valves, polished chrome- plated brass body&tubular spout, 1/2" NPT female inlets, low lead, cCSAus,ADA Compliant (replaces B-0326) ITEM TOTAL: 136.86 17 1 ea ICE&WATER DISPENSER 1,366.72 1,366.72 f Randell Model No. 9515 Drop-In Ice&Water Unit, 21-7/8"W x 15-1/8"D,43 lb. insulated ice chest, stainless steel top &coved corner interior, removable stainless steel cover,glass filler with drain trough, Made in USA 1 ea DIFILPTI Pitcher Filler, in lieu of glass filler 288.25 288.25 ITEM TOTAL: 1,654.97 18 1 ea UNDERCOUNTER REFRIGERATOR 1,550.67 1,550.67 Hoshizaki Model No. UR27A r Steelheart Series Undercounter Refrigerator, reach-in, one-section, 27"W, 7.21 cu.ft., self-contained rear mounted refrigeration system, (1) solid hinged door, (1) adjustable shelf, stainless steel interior, stainless steel exterior front, sides&top, (4) 4" stem casters (2 with brakes), R290 Hydrocarbon refrigerant, 1/6 HP, NEMA 5-15P, ETL- Sanitation,cETLus, ENERGY STAR® 1 ea Warranty: 3-Year parts& labor on entire machine 1 ea Warranty: 5-Year parts on compressor 1 ea 115v/60/1-ph, 2.5 amps, standard 1 st HS-5037 Casters, 2.25", (set of 4) (2 with brakes) 45.33 45.33 ITEM TOTAL: 1,596.00 19 1 ea COFFEE BREWER NIC Model No. BY OTHERS COFFEE BREWER NOT IN CONTRACT BY OTHERS ALL TRADES SHALL VERIFY DIMENSIONS AND UTILITY REQUIREMENTS PRIOR TO ROUGH-INS. 20 2 ea SHELVING,WALL MOUNTED 323.49 646.98 Initial: Oyster Harbor Page 6 of 9 0912312019 Item Qty Description Sell Sell Total John Boos Model No. BH51696-16/304 Shelf, wall-mounted,96"W x 16"D x 13"H overall size, 1-1/2"H rear up- ,,,,; ._ turn, Stallion Safety Edge front, 16/300 stainless steel, NSF, KD ITEM TOTAL: 646.98 21-25 1 ea SPARE NUMBER Custom Model No. SPARE 26 1 ea BACK BAR CABINET,REFRIGERATED 4,416.42 4,416.42 Perlick Corporation Model No. BBS108 Refrigerated Back Bar Cabinet,four-section, 108"W, self-contained refrigeration, 33.5 cu.ft. internal volume, digital thermostat, LED interior lighting, front vented, automatic defrost&condensate evaporator, includes floor drain, stainless steel interior, side mount compressor, 1/4 HP, R290 Hydrocarbon refrigerant, NSF, cULus 1 ea WARNING:The materials used in this product may contain chemicals known to the State of California to cause cancer and birth defects or other reproductive harm. For more information go to www.P65Warnings.ca.gov 1 ea 120v/60/1-ph,4.2 amps, NEMA 5-15P 1 ea 5 yr.compressor warranty, 1 yr. parts& labor warranty 1 ea Standard refrigerator 1 ea Stainless steel top - no tapping holes 1 ea Condensing unit location: Left 1 ea 68540-1 Condensing unit cover finish: Stainless steel 32.44 32.44 1 ea End finish: Stainless steel, unfinished, both sides, standard 1 ea Door type, first: solid, stainless steel 34.83 34.83 1 ea Door hinge location,first: Left 1 ea Door handle, first:full length stainless steel handle, 24" 1 ea Shelving style, first: (3) flat shelves 1 ea Door type, second:glass with stainless steel door frame 159.35 159.35 1 ea Door hinge location, second: Left 1 ea Door handle, second:full length stainless steel handle, 24" 1 ea Shelving style, second: (3) flat shelves 1 ea Door type, third: glass with stainless steel door frame 159.35 159.35 1 ea Door hinge location,third: Right 1 ea Door handle, third: full length stainless steel handle, 24" 1 ea Shelving style, third: (3) flat shelves 1 ea Door type, fourth: solid, stainless steel 34.83 34.83 1 ea Door hinge location, fourth: Right 1 ea Door handle, fourth: full length stainless steel handle, 24" 1 ea Shelving style, fourth: (3) flat shelves 1 ea Crisp White"' LED 1 st 67062 Casters,2-7/8",set of(6) 90.65 <Optional> ITEM TOTAL: 4,837.22 27 1 ea ICE CUBER WITH BIN 3,158.88 3,158.88 Initial: Oyster Harbor Page 7 of 9 0912312019 Item Qty Description Sell Sell Total Hoshizaki Model No. IM-200BAB Undercounter Ice Maker, Cube-Style, 39-1/2"W, air-cooled, self- contained condenser, production capacity up to 186 Ib/24 hours at 70°/50° (155 lb AHRI certified at 90°/70% 75 lb built-in storage capacity, stainless steel finish, individual square cube style, Evercheck'"^ digital control with LED display, alert system, removable filter, 6" legs, R404 refrigerant, 115v/60111-ph, 7.5 amps, NEMA 5-15P, NSF, cETLus, UL 1 ea Warranty: 3-Year parts& labor on entire machine 1 ea Warranty: 5-Year parts on compressor&air-cooled condenser 1 ea NOTE:Above warranties valid in US, Canada, Puerto Rico & US Territories only, contact factory for other countries 1 ea H9320-51 Water Filtration System, single configuration, 18.4" H 224.46 224.46 (manifold & cartridge) 1 ea Warranty: 1-Year on entire water filtration system & replaceable elements, standard ITEM TOTAL: 3,383.34 28 1 ea ICE CUBER 5,162.32 5,162.32 Hoshizaki Model No. KM-1100MAJ Ice Maker, Cube-Style, 30"W, air-cooled, self-contained condenser, production capacity up to 1087 Ib/24 hours at 70°/50°(935 lb AHRI certified at 90°/70°), stainless steel finish, crescent cube style, R-404A refrigerant, 208-230v/60/1-ph, 12.5 amps, NSF, UL 1 ea Warranty: 3-Year parts& labor on entire machine 1 ea Warranty: 5-Year parts& labor on evaporator 1 ea Warranty: 5-Year parts on compressor&air-cooled condenser 1 ea B-800SF Ice Bin,48"W,top-hinged front-opening door, 800-lb ice 1,507.54 1,507.54 storage capacity,for top-mounted ice makers, stainless steel exterior, painted legs included, protected with H-GUARD Plus Antimicrobial Agent, ETL, ETL-Sanitation 1 ea Warranty:3-Year parts& labor for bin 1 kt HS-2034/HS-2032 Top Kits, 18", (HS-2034, 14") &(HS-2032,4"),ABS,for 212.74 212.74 single or stacked machines 1 ea H9320-52 Water Filtration System,twin configuration, 19.11" H 384.54 384.54 (manifold &cartridge) 1 ea Warranty: 1-Year on entire water filtration system & replaceable elements, standard ITEM TOTAL: 7,267.14 88801 1 It DELIVER&SET 3,200.00 3,200.00 TRIMARK UNITED EAST Model No. DEL/SET Packed It Delivery and set-in-place of above equipment listing includes deliver, uncrate and set in place at NON-UNION RATES AND DURING NORMAL BUSINESS HOURS,8AM TO 5PM Monday thru Friday This charge is based on an Estimated number of delivery days to job site.Any delays, non related to TriMark, or changes in scope of work, may result in additional delivery and installation charges.These charges will be reflected on a change order to be signed by both parties and will be billed on the final invoice. j Initial: Oyster Harbor Page 8 of 9 0912312019 Item Qty Description Sell Sell Total Set-in-place and leave ready for any/all required connections by others. Note:The general contractor and/or owner must provide the following: (1) Proper egress (2) Elevator or crane service if required (3) Free on site4 dumpster service (4) Free temporary electrical service if needed (5) Purchase order/change order for overtime or holiday work (6)The above contract is priced as a package.The items priced may not necessarily be purchased individually or in a select group at the above pricing. (7) All Plumbing, Electrical, Carpentry and HVAC trades are by others unless specifically specified here in. ITEM TOTAL: 3,200.00 88802 1 ea INSTALLATION 1,194.00 1,194.00 1Point Distribution Model No. INSTALL- BB Installation of Draft Tower and Misc Components by Perlick approved Non-Union company to exclude plumbing, electrical, concrete coring or holes in material other than light wood or metal (of less than 20 Gauge). Installation will include start up. PLEASE HAVE BEVERAGE AND PROPER GAS ON SITE WHEN INSTALLER ARRIVES SO HE CAN COMPLETE INSTALLATION IN 1 VISIT. *************NET PRICE************* ITEM TOTAL: 1,194.00 Merchandise 50,478.94 Freight 2,575.76 Tax 6.25% 3,131.54 Total 56,186.24 Acceptance: Date: Printed Name: Project Grand Total: 56,186.24 r Initial: Oyster Harbor Page 9 of 9 No. Fee .�a _ f THE COMMONWEALTH OF MASSACHUSETTS Entered in compute__r_: _ PUBLIC HEALTH DIVISION'-TOWN OF BARNSTABLE., M'ASSACHUSETTS Y;S` 2pplicatfon for ]D gpool 6p5tem Cougtruction ern i°t'1 Application for a Permit to Construct(�)Repair( )Upgrade(%,I Abandon( ) ❑Complete System Zdividual Components Location Address or Lot No. 170 E>m-ra S51ti 17����— Owner's Name,Address and Tel.No. " .1 tlLcbaCs ®yles F�cirb��s Clab.� . Assessor's Map/parcel OS�-012.'00 i GC-4nck cs Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. '7 s. sQs-L1-U-33v Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Buildm Cl�-e-- No.of Persons Showers( ) Cafeteria( ) Other Fixtures N30 Me i `' Design Flow '7(SZO �CgP�.c��-,a{S„s�cc,.•1 gallons per day. Calculated daily flow ,Zoo (ac 1o� -gallons. Plan Date 0'9 Number of sheets Z(y+G aF(Ql Revision Date l� Title S1k Wa (ca o �'�avew.A 5 Size of Septic Tank i'Z oca0 611161 Type of S.A.S. ? JZ�Lo 4e x 16 ( ,5+ s ti DuP (ig-I&S Description of Soil_ 5ALri-_-) Nature of Repairs or Alterations(Answer when applicable) k-aocsj"_ aye Tra( i Iwo,er r IDU 1& -�a 9 ep,, Date last inspected: i1�-LA Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with,the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued this o of Nealth. S. Date C Application Approved Date Application Disapproved for the following reasons Permit No. noo 5. MetbDate Issued No. e Fee-W�.[a1 1.,. '1 1• tered in c maber THE CO MONWEALTH OF MASS�►CHUS�ETT, S �En l ` � Yes- PUBLIC HEAtTH,'DIVISIOW TOWN,OF BARN TABLE, MASSACHUSETTS { s i ti,` - Z[.plicatio nor M!5pont *pgtem Cottgtructiott Application for a Permit to Construct( )Repair( )Upgrade 01*')Abandon( ) O Complete System ff Individual Components " Location Address or Lot No.1 �O bta,�d�$5\r1 r��e O`w,n�is Name,Address and Tel.No._ 0-v� - ti�CCbOC$ Mc- Assessor's Map/Parcel 6. O lZ-00 , L-11'lick �- VlrU_ur u �/�,5�d' }1c�r'hpc5a mfZ Installer's Name,Address,and Tel.No. 5De,Signer's iarnp,Address and Tel.No. SUR 418-Y334 Type of Build' .1�/� �, DwellinZ { No.of Bedrooms Lot Size sq.ft. Garbage Grinder �Ot6r U -04,1.ype of Bu ldiri C-1 . ..o`x�� iNo.-of Persons. Showers( ) Cafeteria Other-Fixtures ixtures Ic � ,env S Design.Flow + � �'+' .r gallons per day. Calculated daily flow lt30 a 'vLv�� � od gallons. Plan Date��� umber of sheets Z � c1 �� Revision Date .3 'y/d Title Ste 4p Size of Septic Tank 1 .000 (16,5 Type of S.A.S.Z.-IZ w,ke x Il0 (GA, c y >eP �1e1�5 Description f So `� ..� r' Nature of Repairs or Alterations(Answer when applicable) �eP�4ce �X` (Ote—l� IwhRl Date last inspected .l_gdloy ' s �N< v`T Agreem nt5 i�_', � �✓ k.; The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with.the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Board of Health. S' ned `'. Date i � Application ApprovedyR w_ ' Date 113�f'V' Application Disapproved for the following reasons' f •Sri Permit No. Q00�i ao P Date Issued _________ i__________ ______ pUr �1 �rr�s p /�tP; S��fi� THE COMMONWEALTH OF MASSACHUSETTS — I 1 c��o,� � ( err,*' BARNSTABLE, MASSACHUSETTS/ IShLb,� Certificate of Compliance IS T CE ,=,, that the O - ite Sew ge Dispos System Constructed (i')Repaired ( )Upgraded� ) Abandoned( )by 7`5)at 17 (DtcnrA I-Akyia -Drive— has been construct d in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No `� _dated ��s Installer Designer -50/ i ya n The issuance of this permit shall not be construed as a guarantee that the s stem ill functio as d,,ss}i�� ned. Date. _ 1 1 I z ap 6 Inspector � Lvu W4E r/�C{i /e6A,, 'U f �1 �f.f� SyS�M n ST� Ile c f f1y ��/ ao /' b o No. Fee THE COMMONWEALTH OF MASSACHUSETTS ; PUBLIC HEALTH DIVISION - BARNSTABLE} MASSACHUSETTS .; r--t Mi.5pozat *pztem Cou5tructiou Permit w� Permission is hereby granted to Construct(---)Repair( )Upgrade )Aba on( ) t System located at 17Q (VmY4 AA-4 -Dr,\�e I 1�f' 'J 1 _ and as described in the above Application for Disposal System Construction Permii.The applicant recognizes hisllier duty to comply with Title 5 and the following local provisions or special conditions. / t Provided: Construction must be completed within three years of the date of .iris-perirtit. D Date:_ I 1 1 0 Approved by kc - vim No. MAP 4— s Fee Iw THE COMMONWEALTH QF MASSACHUSETTS PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01pprtcation for Dizp5af 6pztem Cougtruction Permit Application is hereby made for a Permit to Construct(Y( or Repair( )an On-site Sewage Disposal System at: Location Addressi°r Lot No. ,`, ,. Owner's Name,A dress and Tel.N 14,Ana Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel No. r3I z Nt A 104 S1' 4 I u c- 47Z-1'3 Type of Building: Dwelling No.of Bedrooms Garbage Grinder( ) Other Type of Building O%T[ZW/A5 No. of Persons/�" Showers( ) Cafeteria( ) Other Fixtures Design Flow 7� gallons per day. Calculated daily flow '7� gallons. Plan Date A► . cl� 1 G q`j Number of sheets 1 Revision D to Title�1w-�2T— i =i4 ill 01,TwU➢LLd- MA- rlm a % I1k, Description of Soil ( 'GI ©, o 11 I�° C, It,'-2lcll�, rZj,'_It; r1 Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construct' ma enance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 nvir mental ode and not to place the system in operation until a Certifi- cate of Compliance has been issued by t ' ar of H alth. R � ) Signed Date Application Approved by Application Disapproved for Pe following reasons Permit No. T�Z - a 7 Date Issued No. /'w� Al�� "I 1 f Ca.. 4- 1 Fee t/W I. THE COMMONWEALTH QF MASSACHUSETTS PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE}-MASSACHUSETTS o er' � �Ytc�atfott'for ,Mtg ogaY *pStem C �g tructiu n � mit Application is,hereby made fora Permit to Construct )or Repair an On-site Sewage Disposal System at: PP Y (1C P , ( ) g P Y Location Addresslor Lot No. // Owner's Name,A dress and Tel.N((::. 1 I?(S7E�2. t F�►16Ulb. F- �� '-- oySt ►Z. 1 A/iPS�6 t�(X1�' 13 - W%A2- maw , os 1 adAo4s Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel No. '3A XT5rL ?. 04 t- �lv� fi I z M A I►a S'r o ILiz Type of Building: j Dwelling No.of Bedrooms Garbage Grinder( ) Other Type of Building 057TI? AA No. of Persons Showers( ) Cafeteria( ) Other Fixtures f Design Flow 77-0 gallons per day. Calculated daily flow . 7 Zo gallons. Plan Date A!J % I a Qa Number of sheets 1 Revision D to Title\4,4IJ X=- W 6Q 'er"if OV14 IN O�J1Fs'7U Ida d` MA- RA 0�lE7Z_.�MP 1, QAA � Ilk- Description of Soil h lil r IDS r IDS-2!n!I�. °Zt�u�16 C: M o�) SA/.h Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construct oit-affma' enance of the afore described on-site sewage disposal system in accordance with the provisions of Title nvir menta ode and not to place the system in operation until a Certifi- cate of Compliance has been issued by t ' oar of H alth. Signed Date Application Approved by -- / - -Application Disapproved for t e following reasons ' Permit No. T-7 - 7 Date Issued THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Certtf trite of Comphance _ THIS IS TO CERTIFY,that the On-site Sewage Disposal System installed( )or repaired/replaced( )on by for as has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. V.a 7 dated Use of this system is conditioned on compliance with the provisions set forth below: ti —.�.— �..... +.i .— :a•a�re.. a -_ — m_s :�.��— - -:oeear .�..+.dm��.aau�e --..�Y--�. No. - / Fee ©o THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE! MASSACHUSETTS lwtgogal *pgtem Cow6trurtton Vermtt Permission is hereby granted to to construct(�/)repair( )an On-site Sewage System located at 11-_ / err-LWI G and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. All constructi must be completed within two years of the date below. Date: _Zt7 `� �' Approved PP r ALAP No. j I Fee �(✓� THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS 01pplication for MigpOgal *p5tem Com9truction 3pCrmit Application is hereby made for a Permit to Construct(i< or Repair( )an On-site Sewage Disposal System at: Location Address or Lot No. Owner's Name,A dress and Tel.No. A P500S Ow s 1 NCs t1b &-� s Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel..No `F5A_x T'�'�2-`f '!sue 017-- /NA-oN S`_ 4 Lei-0t 131 Type of Building: Dwelling No.of Bedrooms Garbage Grinder( ) Other Type of Building No. of Persons MAX W V Showers( ) Cafeteria( ) Other Fixtures Design Flow "17� gallons per day. Calculated daily flow _12�, gallons. Plan Date_ AO 9 Number of sheets i Revision D to Title 1k,44 br= 4>l7S�1 . ►Q00i1AS m mwyiLL ��-tvz— I�.JS`7L7L I�L'�3�5 'C Q1 �� �►,1!�� Description of Soil t' D . 7ii1T i�l 1fj1, �r -5. ��1 `i®l � A40N MA 4CA� i Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 t nvironmental C n of to place the system in operation until a Certifi- cate of Compliance has been issued by th' oar of Health. It Signed - Date J Application Approved by Application Disapproved for the lowing reasons Permit No. /'�— a-(y Date Issued J •.i logic.. et- No.' -, XG � / Fee 1,92 THE COMMONWEALTH OF MASSACHUSETTS - a t PUBLIC HEALTH DIVISION -TOWN OFBARNSTABLE, MASSACHUSETTS Application for Migogal *pgtem Construction Permit Application is hereby made for a Permit to Construct(IC )or Repair( )an On-site Sewage Disposal System at: 4 Location Address or Lot No. Owner's Name,A'dress and Tel.No. o ysM--►a.,64eea s GOL.F Co u2sa, Qys�z .,. A450,4 Ow s 14C. d a.t- 46 am,& &-77 1 G5-7-sIra 4A4SO" �,a� Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 017, An A I N ��r' 411,0 q 131 V Type of Building: ' Dwelling No.of Bedrooms Garbage Grinder( ) Other Type of Building L No. of Persons MaX 1 /1:1jL4j Showers( Cafeteria( ) Other Fixtures Design Flow 120 gallons per day. Calculated daily flow 720 gallons. Plan Date Q 1 Number of sheets I Revision D to Title LA IJ 14 016WIUAF 'PK_ . R A25 1 Description of Soil Q-1Z' D 7iI��t i0-,29 -5. Vo 1�-1©I C /VI 6 ' t. m Nature of Repairs r Alterations(Answer when applicable) A I' Date last inspected: Agreement: i The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 t nvironmental n of to place the system in operation until a Certifi- cate of Compliance has been issued by th' oar of Health �- / Signed I�Date 7" Application Approved by I r Application Disapproved for the Wlowingjreasons I'f Permit No. - Date Issued =_------ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLEs MASSACHUSETTS Certificate of Compliance - THIS IS TO CERTIFY,that the On-site Sewage Disposal System installed( )or repaired/replaced( )on by for as has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.? 7 - t'., dated Use of this system is conditioned on compliance with the provisions set forth below: Oft No. / 7- dL Fee 10 d THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLEs MASSACHUSETTS li!6pogal *pgtem Con5truction Permit Permission is hereby granted to to construct(><)repair( )an On-site Sewage System located at 1 L 7 /?Afe, ' and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. All construction must be completed within two years of the date below. Date: ' A roved _ ���% r PP Y i No.._ :4_. - FEB q...30 0Y�..... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Appliratiott for Diipoial Eurlw Tomitrnrtion ramit Application is hereby made for a Permit to Construct ( ) or Repair (t,<an Individual Sewage Disposal System at: f7p G�anc�rsta =:✓C QSf�'�v; 1 C.CY1u ... - ................... .. -- ----------------------------- Loc lion-Address lk 1 or Lot No. �or s C......-�-----�-=�c - --------------------r----......------------......----......:...------------------.... Owper Address era, Ile Installer Address UType of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms--------------------------------------------Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ---------------------------- No. of persons..........---............... Showers ( ) — Cafeteria ( ) 04 Other fixtures ------------------------------ - - W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity.....--.....gallons Length.-..----_--_-- Width---..---_-_--- Diameter---------------- Depth................ x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No...................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date....------------------------------...... W Test Pit No. l................minutes per inch Depth of Test Pit--.................. Depth to ground water......................... Test Pit No. 2................minutes per inch Depth of Test Pit..........-..-.-.--. Depth to ground water........................ a' ................ ------------------•-•--••-••--•-•••-•-••-•-••-----•-•-•-•--•......•................•••-••-•-•--•----•••-•--•••-•....------------------ ---•-, 0 Description of Soil------------ -------------------------------------------------•----•--------------------.--------------•---••••--•-•--•••---••-•----•--••--••---••-•-•••..............•- W U ........................................................---••••-•-•-•-••-•-••-••---------•-•-----...••------------------•--•-------•----•-•...--•-------•----•••-•--••••--•-......•--•---•-••--••-•••--- W UNature of Repairs or Alterations—Answer when applicable----------t.iq ------------t_l .e.....�.................... ------------------------- --------------------------------------------------------------------•--•••--••---••-•••--------....J-----•------•----------------------------------------------------••------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to lac .the nce h s�been sued b th�b - hea system in operation until a Certificate of Compliasyh. j� Signed ..._.. Application.Approved By --------- ................. .... Dace Application Disapproved for the following reasons: -------..._------------------------------------------------------------------------------------------------------------- ..... qDale Permit No. ..........1.� .- Issued �q. .��s�--------- Dale ..v Q to 6•�i �'+/ "t.�.� `"'.-r•".•'a�/ P '. No:. __ . .. . i Frm.............................. ` THE COMMONWEALTH OF M'ASSACHUSETTS + 3 BOARD OF HEALTH , TOWN OF BARNSTABLE Apli iration for Diopw3Ml Works Tonotrnrtion Frratit Application is hereby made for a Permit to Construct ( ) or Repair ( tan Individual Sewage Disposal System at: /7 G,'C-tncfZslc�.,r�. r, vC� (�SfC'rv� l 1 (mac Hc��c�c?__�_ _ Lo - Loc lion- \ddress � �I or Lot No. or--S..... '` .................................................----..........----•--•---...................... a Ow , 1 ner Address ...................................... -•__---- >---------------•••--- 5--tom � e Q2 � I Installer Address Q Type of Building Size Lot............................Sq. feet U Dwelling— No. of Bedrooms--------------------------------------------Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ____________________________ No. of persons---------------------------- Showers ( ) — Cafeteria ( ) Q' Other fixtures --------------------------------------------------------- W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity-_-___.-___gallons Length________________ Width---------------- Diameter.-._.__.._..._. Depth................ x Disposal Trench— No. .................... Width.................... Total Length-------------------- Total leaching area....................sq. ft. ' Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by....... ------ ----------------------------------------------------- Date..------------------------------------. Test Pit No. 1----------------minutes per inch Depth of Test Pit-_-__________---_- Depth to ground water---__---___-_-__-.-__-_. ( Test Piet No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 9 ......----•---------------•-••------------•-------••---•-----••---••-••-......---------......-------........................................................ 0 Description of Soil........................................................................................................................................................................ V ...........-••-•--•.............................•--•------•-----•---••--•---•-•---••---------------...------•----•-------•----------.._..---•----•-------•-----------------------•......_----••......---- W I; 1--------------------------'-------•------- U Nature of Repairs or Alterations—Answer when applicable._._._-_L_4 _-q_Ca�_Q...._.._�__t..�_�-_P_..._ ....................... J i - S r Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5•of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance hzis been issued by the b a-rde f health. Signed .... .................... - 4- r.... ........q. Application,Approved By ----------- _ ....... Q �- Ihte Application Disapproved for the following reason . ........................................................................................ ...._-----------------------_----------..------_----------.-------.--------------------------------------------------------------------........-----.........._............._.............. Cy Date Permit No. ---------L,-� .. .5-Y.L......................... Issued ......................?.S._1_Q "9. ---------- THE COMMONWEALTH OF MASSACHUSETTS� BOARD OF HEALTH TOWN OF BARNSTABLE LLrrttf rntr of (11jamplianre I THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired by ..........1AJ (-.f' --------- e _----------------------- --- I -nstatall er--------- --------------------------------------------..-- -. .._..............._......-------- f v i (�. at ----------�-_7U.....G-tci-no(------- �_ - .Lc�_f►��{-------JC' S f P ----- . . H0 u has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No. .---- -._.-....-.. --_ r--_-_--- dated .---- - - - THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE----------------- � - r R---._...---------------------------- Inspector ---- + ._. _......__.. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Q� TOWN OF BARNSTABLE NO...?- ..:..`?_ y FEE........................ �io�oottl ork� �nnotrttrtilan hermit Permission is hereby granted........ke��.(±E/..•___L cG w{.-S______________________ Ito Construct ( ) or Repair ( man Individual Sewage Disposal System 0 t-f- at No.....1..�o...... �-ct '�.----- 5..►Gt✓t of........ .c _.-..q.0 ,,v' C C I L.' �-� t l c� ` Street as shown on the application for Disposal Works Construction Permit No?"— Dated....... ..-............................. DATE.............. = r=-._f_ ..•--...------...--............._........... -`Board of Health FORM 36508 HOBBS&WARREN,INC..PUBLISHERS ... ....... TOWN OFDARNCxrz- STABLE ; Ttt aLw� F4ousE "Th C C), STee I�nar WA SEWAGE LOCATION VIIsYAGE TE�Z Y t L� ASSESSOR'S MAP &LOT-5 D1 Z- I s ' &STALLER'S NAME&PHONE NO. 1206 SOt� Gte E.4S�TeAP 1Zb00 Cxp•��o�S SEPTIC TANK CAPACITY T.R10 (�A��d`(�'•�E+lX-t-t (size) NZx�i LEAGH NG FACILITY: (type) hi :C)F>BEDROOMS N P* g> ' ER OR OWNER i�+� Os`� -c3o�s L�u� :::'::;>•:" CE DATE: � ........P. ITDATE: COMPLIAN anon Distance Between the: ` t Seer? 9 Feet ' ' ItiFaz ri in Adjusted Groundwater Table to the Bottom of Leaching Facility Ptiv teWater SupPly Well and Leaching Facility (If any wells exist { ... . tA o►.a C Feet site or within 200 feet of leaching facility) of Wetland and Leaching Facility(If any wetlands exist . Z b0 t Feet .. within 300 f f 1... ichi ngacili E, Furtushed by -t SL S►8 4� -f 9DS'6S 4rn is �� a CA I i .fit. V.. Id.. ��vs S Sa�cvao7 �- 3t"" QLY%SM-A lzsS n<n 3N-+l�Z3 tnn 3�vt+ suv�Noev1� , Sullivan Engineering Inc. 7 Parker Road Box 659 Osterville MA 02655 Peter Sullivan P.E. Mass. Registration No. 29733 428-3344 fax 428-3115 e-mail:PSUPEQaol.com April 17, 1998 Jerry Dunning Town of Barnstable Board of Health 367 Main Street Hyannis, MA 02601 RE: The Oyster Harbors Club The Club House Septic System Permit# 95-844 Dear Mr. Dunning, At the request of the contractor and owner, I have provided construction inspection and supervision during the installation of the septic system at the Oyster Harbors Club. For the record, I verified component size, removal of any unsuitable material, and verified all required set back distances. In summary, the system was installed in accordance with all applicable regulations and the plan of record. I trust that this meets your present needs. If you have any questions, please feel free to contact me. w.. truly yours, _ SULU f" NO. Peter Sullivan PEa Sullivan Engineering Inc. AL cc: The Oyster Harbors Club Attorney H. L. Murphy Members of American Society of Civil Engineers, Boston Society of Civil Engineers �. FEs....30.:oo... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Appliration for Divi-po!3ttl. Workii Towitrnrtion Urrmit Application is hereby made for a Permit to Construct ( ) or Repair ( L,-�r`an Individual Sewage Disposal System at Location-1\ddres ---or Lot No:........................................ Owner ` re\ Address Installer Address d Type of Building Size Lot............................Sq. feet Dwelling— No. of Bedrooms............. ---.--------..--__-Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ---------------------------- No. of persons---------------------------- Showers ( ) — Cafeteria ( ) Q' Other fixtures ------------------------------ .. ... . . WDesign Flow--------------------------------------------gallons per person per day. Total daily flow......................................:.....gallons. WSeptic Tank—Liquid capacity------------gallons Length---------------- Width-------.-------- Diameter.-.........--.-- Depth................ x Disposal Trench—No. .................... Width-------------------- Total Length-------------------- Total leaching area....................sq. ft. Seepage Pit No..--------_-------- Diameter-------------------- Depth below inlet-------.-.-.-.-.---. Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by-------------------------------------------------------------------------- Date........................................ aTest Pit No. 1----------------minutes per inch Depth of Test Pit.................... Depth to ground water................... (i Test Pit No. 2................minutes per inch Depth of Test Pit--------.----------- Depth to ground water........--.............. ------------------------------------------------------------------------------------•--................-------------------•------------------••---•---------- ODescription of Soil........................................................................................................................................................................ x U ---------------••......---------.--......•---------•-----•-•-----------------•-•-------•••••••----------------------------------------------....---------------••-------------•---...--------•-•-•-----. W ------•------------------- -----------------------------------------------------------------------•------...---------- ------------------------------.....--•------------------••-----•---...-•-••------ UNature of Repairs or Alterations—Answer when applicable.-------Qfv...gr-�C------- ?�- _e- Z J-1 -.--- ................. •-----------------------------------------------------------------•-----------------•-•-•----------------------------------...,,....---------------------------------------------••-•--...............--•--- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to lace the system in operation until a Certificate of Compliance has been issued by the board of health. g$ 1 J Signed . — G / - .. Date ...... Application.Approved By ....... - .. - ---- ......... Application Disapproved for the following reafon.r ........................................................... .......................................................................................................................... .... --............. . q Permit No. ..._.... � Da:e Issued ..........v. .-.. .3 -' F- .�---------.. Date Noj..... l'. 4� �• -1 •�. Fr�s.............................. THE COMMONWEALTH`!OF MASSACHUSETTS BOARD OF !-HEALTH TOWN OF BARNSTABLE ,� lirtt iaan for 3 i putial Waark,6 Towitrnrtiaan anti# Application is hereby made for a Permit to Construct ( ) or Repair ( 1,,-'an Individual Sewage Disposal System at: ...................... cl 0� �lv� l l-2 Golf S hc� � f Location-Address i or Lot No. a .....................r.............................� S------- r=t = Est@� , ' ss_ s-a�v. _' Installer Address UType of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms--------------- -..._--------------Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ----"----------------------- No. of persons----------.-----..---------- Showers ( ) — Cafeteria ( - ) d Other fixtures W Design Flow--------------------------------------------gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity----.......gallons Length-------------_ Width---------------- Diameter..........------ Depth................ x Disposal Trench—No. .................... Width......-----.."...--- Total Length-------------------- Total leaching area--------------------sq. ft. Seepage Pit No---------------------- Diameter.---------.-.------- Depth below inlet..--................ Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by-------------------------------------------------------------------------- Date........................................ Test Pit No. I----------------minutes per inch Depth of Test Pit.................... Depth to ground water........................ 44 Test Pit No. 2................minutes per inch Depth of Test Pit...-----_----.---- Depth to ground water..--..............-----. a -•-----------••-------------•--------•-------------•---•--------•--•--------•-•-----......------------------------------•---... 0 Description of Soil.........................................................................................................................................-•..........•••--........--•--• x U w UNature of Repairs or Alterations—Answer when applicable--------W 1 ----<jC�tC -_____Z................ -----------------------------------•----------------------------------------------- --------------••-------------------------------.......-----------------------------------------------------.....••-- _y Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued,B�_the board of health. 3 g$ Signed 4w ^ice. _ Care Application Approved By ............... - �..-..29..- S� Care Application Disapproved for the following reasons: ...................... -----------------------------------........---------------...........---------------------------......... Care Permit No. ............. - --- ........ Issued ---------------� - .. ...-.g � Dare - i x' ------., -- ,--------- --------tea—._ THE COMMONWEALTH OF MASSACHUSE17S BOARD OF HEALTH T(O��rTTWN OF V BARNSTABLE rtifiCMte"4 ("Llumpliance THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ��) by ....... IA-) �-� L--P..c� -�...5------------------------------------------------ -------......-- �I Installer - .. a ........Ts.�a V1�(........_ L ��--- C�.s. ��,.i.l..�... 1 f S h at ..- (fo .....���...... Ir has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No. ........... dated ..... ..-_. ..-..9.5_... pP - .... !. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. q DATE ........_ ..( ....../ ._...... ---- Inspector ----- -''-----------------------_ --------- ----------- -•------------- ------ ---------------------------- -- --- ___ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH q p TOWN OF BARNSTABLE No...../': ...:S.y 3 FEE....3o:.oC.J.. Dinpnnttl Workv Tunotrndiaan rantit Permission is hereby granted I�>�.. I �E'� ..2� 5 0 ........... to Construct ( ) or Repair ( man Individual Sewage Disposal System \ at No.•----•.L(P. _.G 6e11-`-A....... ---S-I` "�t�� ,��.�- .e--------- _�te. / e ,G .................. 62) Street I as shown on the application for Disposal Works Construction Permit �Noz�: 4_�. Dated----- ........ .......................................... ` Board of Health DATE �'------ --- ----------------------------------- FORM 36508 HOBBS&WARREN.INC..PUBLISHERS .. .......:.................. THE COMMONWEALTH,O MASSACHUSETTS BOARD OF HEALTH .............­•-OF...... ..:.... ............................................. , ppliration for Uiipnsal Workii Tomitrnrtinn ramit Application is hereby made for a Permit to Construct. ( ) or Repair (X an Individual Sewage Disposal System at: ...............0-Y . -............. _. r 0-- � -•-• -•--•-•••----•------•--•----.........------------•----------•-•----------------........_......•--- - -Loc ti ddress or Lot No. 'N...... ner Address ............ Installer Address Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) 4 Other—T e of Building No. of persons............................ Showers — Cafeteria Q' Other fixtur s ...................................................... W Design Flow.............. ............_._........gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter----------------- Depth................ x Disposal Trench—No-----.___---------- Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No.........I.......... Diameter......1.0........ Depth below inlet_................ Total leaching area....f...sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ aTest Pit No. 1................minutes per inch Depth of Test Pit................_.._ Depth to ground water........................ Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a .....•-•--••--------••--••-----••-------•-•-•----•-•--------••-••••-•-•----•-••...............••............................................................. 0 Description of Soil........................................................................................................................................................................ x U ..............................................................................••-••----•••-------••-••--•-••-------•-•-••--•-•--•--------••-•---•--•--•--••--••-••--•----•...-••-••-••-•---•-••------•-- w UNature of Repairs or Alterations—Answer when applicable..Ad?P____i�__. SII#19�a-_p6T__._-- ...... u :t•----------------------------------------------------------------------------------------------•----------. Agreement: The undersigned agrees to install the aforedes ed Individua e age Disposal System in accordance with the provisions of iITI,L 5 of the State Sanitary e— The unde d f tl:er agrees not to place the system in operation until a Certificate of Compliance has be issued the ar of heal . S. /2;11 .. .......... ............. ........................................ ........... .............. ................. Dat .-/. ...................... e _ i �- Application Approved BY :__A. ......... 2'� - Date Application Disapproved for the following reasons:................................................................................................................ ---•-•-•-••-••-•••--•--•--.........-••-•.................•--•------•-----••---•--••--•-••..._............._..............._..........•--•-•••-•-•....................................................... Date PermitNo......................................................... Issued-....................................................... Date .ht No.—J9.7-.:11'.� .............. THE COMMONWEALTH40*� MASSACHUSETTS BOARD OF HEALTH ......................h l............ ......OF.......0 a a. i � i}lc Appliration for Di,ap.aii al Vorkg Tongtrnriinn thrmit Application is hereby made for a Permit to Construct ( ) or Repair (;:) an Individual Sewage Disposal System at CV ................_....... _� ....._..- ,� -... ......'-'--•-" " " "" "'-'•---•'-'...... ........--•-'- -'--•-'-- '-'---'•-'--'- '-•-•----'•'•-•- ----'-------••-••'•----........-•-- Loc tion-Address or Lot No. d- a .....`•.... .............�.._.»✓»�x_*.�.---•--.._....(_/�.'".`').j.'.fO�W/ner-//--..._.t..d..l....._.......-•--'-•--"-----' ..........----------._.....--..-..._.......l.Address.'..-...-__•......_.............._.._..... �i V Y 4 h.7. . �. I ,-1 --------------•---..--.---.-•---------:---------ns �__....-= ...................... ddre�.�� Installer Address d Type of Building Size Lot............................Sq. feet aDwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) dOther fixtu es ........................................-•-•••-•-•-----•••••-•---••-•------•-•••••--•-••-••--••--••-------------------.....-•------•..........••--• W Design Flow.............. ......................gallons per person per day. Total daily flow............................................gallons. W x� Septic Tank—Liquid capacity............ all lns. Length............... Width....._..___..... Diameter_._ _-______ Depth................ Disposal Trench—�o ridth. leaching .. Seepage Pt No.. . ........ Diameter _._ Depth below inlet Totalleachingarea....Zj%l....sq• ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... Date........................................ ,4 Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 4i Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a' -•••---------•----------•------------•--••-----•----••••----•--.......•.................•'•.._.............----•-•--•-------------------•----•----.----.- 0 Description of Soil......................................................................................................................................................................... w UNature of Repairs or Alterations—Answer when applicable._A ___.�s�__ ` ! + 1 --•4'a�:...:_..�.".. �?. :I? ... ...--•----}-�--••--- �D�-......-•--•--------•----•-------.................................................................................................................................... Agreement: 11 The undersigned agrees to install the aforedescl'ibed Individual"Seyvage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code— The undersigned fukther agrees not to place the system in operation until a Certificate of Compliance has been issued by the board,of health. Signed---. ........_ Application Approved By.......................... - � •-'.J... -•----.--•----------- -.. ' M Date Application Disapproved for the following reasons:................................................................................................................ ............................................................ .................------.......----------•-•-•--••-----•-----•••---••••-•------------••--••-••-•------•••-----•-••-•--•----•--••-•-•--- Date PermitNo......................................................... Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................OF.............................................I...................................... Trrtifirtt#r of TuntpliFatta THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by... ................. _= .rI s.ller at. ------------- - ---------------------------------•------- --------------••--•------------ - -° n.. has been installed in accordance with the provisions of TITLE r,,�f T . ate Sanitary Code as described in the application for Disposal Works Construction Permit No.................Y'........4k. dated................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WIL/L FU TION SATI�SFACT�bRY. YL DATE.-.-./..Z,ll.�.................. _ Inspector_. .... ......;................................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH > i .. �'' ......................O F..---........R=:S.-fi2 r t No. �7 `..... ..............-----........-----......... FEE.:..�� U� ................... Dispimal Eorks Ta,an,o#ratrtinn anti# Permission is hereby granted..........!.....Cr. ..._ �!°-. ' d t . to Construct ( ) or Repair (-'') an Individual Sewage Disposal System a�f e. , at No ' ` Street as shown on the application for Disposal Works Construction Permit No................ .. Dated.......................................... ------•-----------------•------•----....-----•------------------------------••------••---•••--•---'••--•- 1 /DATE....................................... ........ Board of Health FORM 1255 A. M. SULKIN, INC., BOSTON y� THETp No.J--- -------- .y�; "b OFFICE OF THE BOARD OF HEALTH e 13AHA9TAELE, 8 OF THE MASS. oMpY.a`�� TOWN OF BARNSTABLE, M SS.-: - --- --------- 19 6 SEWAGE DISPOSAL PERMIT Permission is granted to -- -- �-- to construct -------- I—�"----------A-- ---- ` I. . Upon the Premises of �f ''". � Sketch f , �" - tee+ -- ------ - -------- ------------------- In the villa e.of 100 or more feet from any source of water supply 20 feet from building 10 feet from property line e Health �icer:Y a f No. ' �pf TH E Taw ------ ��Q OFFICE OF THE .BOA D OF HEALTH = BAHN9TABLE, a OF THE y MASS. o° 039-Mn n �'� TOWN OF BARNSTABLE, MA �c a• SJOI , AGE DISP®SAL PERMIT A �; ., - / `" ---------- to constructer-- �------ -"= _Permission is granted to ____ ______ t__ ______ _ _ _ _---_------_ ----------- Sketch Upon the Premises of = :s ,�µ� p � . j --- In the 0 Al I � � i 100 or more feet from any source of water supply j 20 feet from building 10 feet from property line "j6 `• FIW*b ficer. COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION MAP Q)S`� PARC!.1 O i 2 00 % LOT 3(O TITLE 5 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: 170 Grand Island Drive Osterville, MA 02655 Owner's Name: The Oyster Harbors Club k�CEIVED Owner's Address: Date of Inspection: January 9, 2004 FEB 0 2 2004 Name of Inspector:(Please Print) James M. Ford T�WHEALTHAR DEPT.STABLE Company Name: James M. Ford Mailing Address: P.O. Box 49 Osterville,MA 02655-0049 Telephone Number: (508) 862-9400 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: ✓ Passes Conditionally Passes Needs Further Evaluation by the Local Approving Authority Fail Inspector's Signature: Date: January 15, 2004 The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable,and the approving authority. Notes and.Comments ****This report only describes conditions at the time of inspection and under the conditions of use at that time. This inspection does not address how the system will perform in the future under the same or different conditions of use. Title 5 Inspection Form 6/15/2000 page 1 J Page 2 of I 1 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 170 Grand Island Drive Osterville, MA Owner: The Oyster Harbors Club Date of Inspection: January 9, 2004 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: ✓ I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B. System Conditionally Passes: One or more system components as described in the"Conditional Pass"section need to be replaced or repaired. The system,upon completion of the replacement or repair,as approved by the Board of Health,will pass. Answer yes,no or not determined(Y,N,ND)in the for the following statements. If"not determined", please explain. The septic tank is metal and over 20 years old*or the septic tank(whether metal or not)is structurally unsound,exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound,,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken,settled or uneven distribution box. System will pass inspection if (with approval of Board of Health): broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced ND explain: The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed ND explain: 2 . Page 3 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 170 Grand Island Drive Osterville, MA Owner: The Ovster Harbors Club Date of Inspection: January 9, 2004 C. Further Evaluation is Required by the Board of Health: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health,safety and the environment: Cesspool or privy is within 50 feet of a surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health(and Public Water Supplier,if any)determines that the system its functioning in a manner that protects the public health,safety and environment: _ The system has a septic tank and soil absorption system (SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance "This system passes if the well water analysis,performed at a DEP certified laboratory, for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: 3 Page 4 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 170 Grand Island Drive Osterville, kM Owner: The Oyster Harbors Club Date of Inspection: January 9, 2004 D. System Failure Criteria applicable to all systems: You must indicate either"yes"or"no"to each of the following for all inspections: Yes No ✓ Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ✓ Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ✓ Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ✓ Liquid depth in cesspool is less than 6"below invert or available volume is less than '/z day flow ✓ Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped— ✓ Any portion of the SAS,cesspool or privy is below high ground water elevation. ✓ Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ✓ Any portion of a cesspool or privy is within a Zone 1 of a public well. ✓ Any portion of a cesspool or privy is within 50 feet of a private water supply well. ✓ Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form.] No (Yes/No)The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E. Large System: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd• You must indicate either"yes"or"no"to each of the following: (The following criteria apply to large systems in addition to the criteria above) Yes No the system is within 400 feet of a surface drinking water supply the system is within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area-IWPA)or a mapped Zone II of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat,or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. 4 • Page 5 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 170 Grand Island Drive Osterville, MA Owner: The Oyster Harbors Club Date of Inspection: January 9, 2004 Check if the following have been done: You must indicate"yes"or"no"as to each of the following: Yes No ✓ _ Pumping information was provided by the owner,occupant,or Board of Health ✓ Were any of the system components pumped out in the previous two weeks? ✓ Has the system received normal flows in the previous two week period? ✓ Have large volumes of water been introduced to the system recently or as part of this inspection ? ✓ Were as built plans of the system obtained and examined?(If they were not available note as N/A) ✓ Was the facility or dwelling inspected for signs of sewage back up? ✓ _ Was the site inspected for signs of break out? ✓ _ Were all system components,excluding the SAS, located on site? ✓ Were the septic tank manholes uncovered, opened,and the interior of the tank inspected for the condition of the baffles or tees,material of construction,dimensions,depth of liquid,depth of sludge and depth of scum ? ✓ _ Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System(SAS)on the site has been determined based on: Yes No ✓ _ Existing information. For example,a plan at the Board of Health. ✓ _ Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(3)(b)]. 5 ' Page 6 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 170 Grand Island Drive Osterville, MA Owner: The Oyster Harbors Club Date of Inspection: January 9, 2004 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): Number of bedrooms(actual): DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): Number of current residents: Does residence have a garbage grinder(yes or no): Is laundry on a separate sewage system(yes or no): [if yes separate inspection required] Laundry system inspected(yes or no): Seasonal use(yes or no): Water meter readings, if available(last 2 years usage(gpd)): Sump Pump(yes or no): Last date of occupancy: COMMERCIAL/INDUSTRIAL Type of establishment: Golf clubhouse Design flow(based on 310 CMR 15.203): n/a gpd Basis of design flow(seats/persons/sqft,etc.): n/a Grease trap present(yes or no): Yes Industrial waste holding tank present(yes or no) No Non-sanitary waste discharged to the Title 5 system(yes or no): No Water meter readings, if available: Unavailable Last date of occupancy/use: Mostly summer use OTHER(describe): GENERAL INFORMATION Pumping Records Source of information: The grease trap is pumped every couple months-per Management Was system pumped as part of the inspection(yes or no): No If yes, volume pumped: _gallons--How was quantity pumped determined? Reason for pumping: TYPE OF SYSTEM ✓ Septic tank,distribution box,soil absorption system Single cesspool Overflow cesspool Privy Shared system(yes or no) (if yes,attach previous inspection records, if any) Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) Tight Tank Attach a copy of the DEP approval Other(describe): Approximate age of all components,date installed(if known)and source of information: Installed Mar. 29198-per as built card Were sewage odors detected when arriving at the site(yes or no): No 6 • Page 7 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 170 Grand Island Drive Osterville, MA Owner: The Oyster Harbors Club Date of Inspection: January 9, 2004 BUILDING SEWER(locate on site plan) Depth below grade: Materials of construction: _cast iron _40 PVC other(explain): Distance from private water supply well or suction line: Comments(on condition of joints,venting,evidence of leakage,etc.): SEPTIC TANK: ✓ (locate on site plan) Depth below grade: 12" Material of construction: ✓ concrete _metal _fiberglass _polyethylene _other(explain) If tank is metal list age: Is age confirmed by a Certificate of Compliance(yes or no): (attach a copy of certificate) Dimensions: 12,000 gal. Sludge depth: 6" Distance from top of sludge to bottom of outlet tee or baffle: -- Scum thickness: 12"+ Distance from top of scum to top of outlet tee or baffle: 3" Distance from bottom of scum to bottom of outlet tee or baffle: -- How were dimensions determined: Measuring stick Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): Tees were present. The liquid level was even with the outlet invert. There did not appear to be any signs of leakage. Recommend pumping. The steel cover was to grade. GREASE TRAP: ✓ (locate on site plan) Depth below grade: 32" Material of construction: ✓ concrete _metal _fiberglass _polyethylene _other (explain): Dimensions: 1 S00 gal. Scum thickness: I" Distance from top of scum to top of outlet tee or baffle: 8" Distance from bottom of scum to bottom of outlet tee or baffle: 14" Date of last pumping: Approx. I month ago-per Management Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): The liquid level was normal. The steel cover was to grade. 7 Page 8 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 1170 Grand Island Drive Osterville, MA Owner: The Oyster Harbors Club Date of Inspection: January 9, 2004 TIGHT or HOLDING TANK: None (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction: _concrete _metal _fiberglass _polyethylene _other(explain): Dimensions: Capacity: gallons Design Flow: gallons/day Alarm present(yes or no): Alarm level: Alarm in working order(yes or no): Date of last pumping: Comments(condition of alarm and float switches,etc.): DISTRIBUTION BOX: ✓ (if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: Even Comments(note if box is level and distribution to outlets equal,any evidence of solids carryover,any evidence of leakage into or out of box,etc.): The D-box was level. No solids were present. PUMP CHAMBER: None (locate on site plan) Pumps in working order(yes or no): Alarms in working order(yes or no) Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): 8 Page 9 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: ?70 Grand Island Drive Osterville, MA Owner: The Oyster Harbors Club Date of Inspection: .'anuary 9, 2004 SOIL ABSORPTION SYSTEM(SAS): ✓ (locate on site plan,excavation not required) If SAS not located explain why: Type leaching pits,number: leaching chambers,number: ✓ leaching galleries,number: 2-110'x 12'x 4'(per as built card) leaching trenches,number, length: leaching fields,number,dimensions: overflow cesspool,number: Innovative/alternative system Type/name of technology: Comments(note condition of soil,signs of hydraulic failure, level of ponding,damp soil,condition of vegetation,etc.): The--alleys were dry. There did not appear to be any signs of failure. The interiors were clean. The bottom to grade was 7.5'. Steel covers were to grade. CESSPOOLS: None (cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: Depth -top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater inflow(yes or no): Comments (note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation,etc.): PRIVY: None (locate on site plan) Materials of construction: Dimensions: Depth of solids: Comments(note condition of soil, signs of hydraulic failure, level of ponding,condition of vegetation, etc.): 9 + i Page 10 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 170 Grand Island Drive Osterville, AM Owner: The Oyster Harbors Club Date of Inspection: January 9, 2004 SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. ALL 4aM Pe N w&rrs v^F v c rM L. P eA.4lK. c.cp!5, 16 Z- '-Lus U%-TC> 6S e..t'� �oo �zaao G. �d p &. .. �.,,s C` 77't J " \ •-� T D �A-%bse KV: H CO32 ST _ 7z 0 ^6 si•S '�'s Ne a3.5 i 10 • Page 11 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 170 Grand Island Drive Osterville, MA Owner: The Oyster Harbors Club Date of Inspection: January 9, 2004 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water feet Please indicate (check)all methods used to determine the high ground water elevation: Obtained from system design plans on record-If checked, date of design plan reviewed: Observed site(abutting property/observation hole within 150 feet of SAS) ✓ Checked with local Board of Health-explain: topographic and water contours maps Checked with local excavators,installers-(attach documentation) Accessed USGS database-explain: You must describe how you established the high ground water elevation: Using the Barnstable topographic map and water contours map, the maps were showing approximately 18'+/-to ground water at this site. This report has been prepared and the system inspected and passed as of the date of inspection. This report is not a warranty or guarantee that the system will function properly in the future. There have been no warranties or guarantees, either expressed, written or implied, relating to the system, the inspection and/or this report. I1 f =� Fax Send Report NOV 14-201410:39 FRI Fax Number • 15087906304 Name BARNST HEALTH Name/Number 915083622603 Page 1 Start Time - NOV-14-2014 10:38 FRI Elapsed Time 00'16" Mode STD ECM Results [O•K] GfPr.:C.L Fti C t^vcvYl ' n I� It/1•{/l�{ New I/A System Permit SummarV Sheet Site Information _ Town: e)A P K SCAN .E Town Permit# Assessor Map/Parcol: Unique Town ID# Site Address: I R C) l3�64 v-, c, Owner Name: r S4t. C.l Alternate Name: _ Home Phone: Mailing Address: -1 GyZ'-6 —at[oy't V a, tv Work Phone[--sp`6')y 7:ts'—C.cT 71 Title 5 Information Building Type/Use: 4 4L(-�;A I�,E.�t'>v� Design Flow: 2 7 Z0 (gpd) Seasonal Use? Yes;Q No❑ Unknown❑ Bedrooms:_�l Y- r CStyzY.� Title V N.S.A.? Yes❑ No a Unknown❑ Lot Size: I,.`f`f Non-standard components: Please list all components e.g.//A treatment unit,pump chamber,pre-and pust equalization tanks,pressure distribution SAS,effluent filter,UV unit,etc.,and maintenance schedule for each component e.g.quarterly,2x/yr,annual,etc. I/A Treatment Unit ^ _ Make and Model# 5 F DEP Permit Type: El�eneral Board Approval Date: r.i i oC COC Dale: 1 ul b L (bAgti3 0,) ❑Provisional O&M Contract Entity: y,,i `>/AI{ C A(� ± N v' �'__.._t n� . ❑Remedial Contract Start Date: Contract Duration:_ 2 ❑Pilot Unit Installation Date: Unit Startup Date: ,z4 C DEP Permit ID#: cS 7"a 3 Influent/Effluent Monitoring Requirements and Water Quality Limits Please indicate water quality parameters that must be monitored and any town mandated water quality limits;if nu limits am shnwn,wr,will asrumr,pammrtcm and affluent limits specified in the system's DEP approval will apply. Effluent pH❑ BODs�.g—" CBOD❑ TSS�9— TN Nitrate❑ Nitrite❑— Organic N❑— Ammonia❑ TKN❑ Fecal Coliform❑ Total P❑ Organic P❑ TDS❑ Oil/Grease❑ Conductance❑ Alkalinity❑ Water Usage❑ Temp. Monitoring Schedule: 'r.l r 1v/ /4. uv Other Applicable Limits: �/' "3 Influent pH[] Boo,E] CBOO❑ TSS❑ TN❑.,_ Nitrate❑ Nitrite[I Organic N❑ Ammonia❑ TKN❑ Fecal Colifonn❑ Total P❑ Organic.P❑ TDS❑ Oil/Grease❑ Conductance❑ Alkalinity[3� Water Usage El� Temp.El--= Monitoring Schedule: Other Applicable Limits: _ BCDHE Tracking# __.„ _ Please return this shoot to: FAX:508-362-2603 Email;bciatech@cape.com yNew 1/A System Permit Summary Sheet �l U r Site Information SAr5us � Town: 1P)&2.K)GTARL.Z Town Permit# 2_0c-5S"— -s-,cD Assessor Map/Parcel: CUS 3 —U t z —cob ( Unique Town ID # Site Address: C, T-&'j co.-v-1 C- D r— Owner Name: O.0 S��' � �b W- Ll h Sri c. . oS�__ry \(c Alternate Name: Home Phone: Mailing Address: C3l'1an� TSlcwAcl e,�. Work Phone-C AS)`-�2�—�,�( �( as s s C7y S4 ,— k4-v__ -b6 rs , YY�r v z� SS Title 5 Information Building TypeiUse: COvY lyV4 duI?Lou Building Design Flow: -4 ZU (gpd) Seasonal Use? Yes;K No ❑ Unknown ❑ Bedrooms: `tom &e'CJ5 reSh�-t_ Title V N.S.A.? Yes ❑ No ®! Unknown ❑ Lot Size: `f`f Non-standard components: Please list all components e.g. 1/A treatment unit, pump chamber,pre-and post equalization tanks,pressure distribution SAS, effluent filter, UV unit, etc., and maintenance schedule for each component e.g. quarterly, 2x/yr, annual, etc. I/A Treatment Unit _ Make and Model# S DEP Permit Type: [General Board Approval Date: 9 a COC Date: t N Et, ❑ Provisional 0 & M Contract Entity: iA,(5/f I I CA Q E ENO e- . Q:ne . ❑ Remedial Contract Start Date: ". 06 Contract Duration: 2 ❑ Pilot Unit Installation Date: Unit Startup Date: DEP Permit ID#: 7 3 Influent/Effluent Monitoring Requirements and Water Quality Limits Please indicate water quality parameters that must be monitored and any town mandated water quality limits;if no limits are shown, we will assume parameters and effluent limits specified in the system's DEP approval will apply. Effluent pH ❑ BOD51E9_' CBOD ❑ TSS9 TN Nitrate ❑ Nitrite ❑ Organic N ❑ Ammonia ❑ TKN ❑ N Fecal Coliform ❑ Total P ❑ Organic P ❑ TDS ❑ Oil/Grease ❑ Conductance ❑ Alkalinity ❑ Water Usage ❑ Temp. ❑ Monitoring Schedule: _�JtJ2 U4- Other Applicable Limits: 3 Influent pH I❑ BOD5 ❑ CBOD ❑ TSS ❑ TN ❑ Nitrate ❑ Nitrite ❑ Organic N ❑ Ammonia ❑ TKN ❑ Fecal Coliform ❑ Total P ❑ Organic P ❑ TDS ❑ Oil/Grease ❑ Conductance ❑ Alkalinity ❑ Water Usage ❑ Temp. ❑ Monitoring Schedule: Other Applicable Limits: BCDHE Tracking# Please return this sheet to: FAX: 508-362-2603 Email: bciatech@cape.com SULLIVAN ENGINEERING INC. 7 PARKER ROADIP O BOX 659 OSTERVILLE, MA 02655 phone 508-428-3344 fax 508-428-9617 June 12, 2013 David Stanton, R.S. Town of Barnstable Health Department 200 Main Street Hyannis,MA 02601 RE: Oyster Harbors Club 170 Grand Island Drive, Osterville Dear David, As a follow up to our discussions to complete your files for the above referenced property this letter is to confirm that our office inspected the installation of a grease trap, and FAST System in . 2005 /2006 and believe the work was in substantial compliance with the plans and approval. I have attached an As Built Card that I prepared showing the location of the grease trap and FAST System, along with the location of all other components as per their records. I have also attached copies of the testing results for the FAST system from 2006-2012,and/ or for the Board's review. I trust this meets your present needs. If you have any questions or require additional information,please do not hesitate to call our office. Very truly yours, CqJ �- O'Dea jullivan Engineering Inc. 1 c Cc: `"OHC -q Q N r� Sullivan Engineering Inc. 7 Parker Road Box 659 Osterville MA 02655 Peter Sullivan P.E. Mass. Registration No. 29733 428-3344 fax 428-3115 e=mail:PSullPE@aol.com April 17; 1998 Jerry Dunning Town of Barnstable Board of Health 367 Main Street Hyannis, MA 02601 RE: The Oyster Harbors Club The Pro Shop Septic System Permit# 95-843 Dear Mr. Dunning,; At the request of the contractor, I'have provided construction inspection and supervision during the installation of the septic system at the Pro Shop. For the record, I verified component size, removal of any unsuitable material, and verified all required set back distances. In summary, the system was installed in accordance with all applicable regulations and the plan of record. I trust that this meets your present needs. If you have any questions, please feel free to contact me. truly yours OF SULLWAN q N0.29733 eter Sullivan PE CIVIL Sullivan Engineering Inc. �+E° ��oruaL cc: The Oyster Harbors Club Attorney H. L. Murphy Members of American Society of Civil Engineers, Boston Society of Civil Engineers Nick Bowes From: Doug Mayo <dougmayo@oysterharborsclub.org> Sent: Monday, October 14, 2019 9:28 AM To: Nick Bowes Subject: Re: 170 Grand Island - Oyster Harbors Outdoor Bar Area I forwarded the message to Alan from Trimark just to make sure. My short answer is all dishes and food related items will be returned to the kitchen dishwasher.The bar does have a glass washer. I believe I was told from Alan that we are not required to have a three bay sink at this bar. But I will just confirm that with him.There is a mop sink outside of the bathrooms in the clubhouse that can be accessed from the new hallway. II'm not sure if it's marked off on your plan as b rea, but its a mop sink closet. I'm not sure if that will suffice or if she's gonna wanna see a mop sink in that 7 new w ' station r e set/ stat o area? Hopefully not. Douglas D. Mayo General Manager _ q,� ,-7�� Oyster Harbors Club Cell ^ (act j� 508-428-3131 On Oct 14, 2019, at 9:18 AM, Nick Bowes<nick@baysidebuilding.com>wrote: Doug—lets chat tomorrow. Dealing with the Board of Health on outside bar area and want to be on the w same page as you Thanks From: Miorandi, Donna <Donna.Miorandi@town.barnstable.ma.us> Sent: Friday, October 11, 2019 4:29 PM To: Nick Bowes<nick@baysidebuilding.com> Cc: O'Connell,Timothy<Timothy.0'Connell@town.barnstable.ma.us> Subject: RE: 170 Grand Island -Oyster Harbors Outdoor Bar Area Hi Nick: Thanks for the plans. If I have questions on the design do I speak with you or is it the architect (TriMark).. I need to know where the closest mop sink is,--there is no dump sink and how are they transporting dirty dishes and glassware back to the kitchen since there is no dishwasher or three bay sink at bar. Let me know ASAP. Donna From: Nick Bowes fmailto:nick@baysidebuilding.com] Sent: Friday, October 11, 2019 9:47 AM To: Miorandi, Donna Subject: 170 Grand Island - Oyster Harbors Outdoor Bar Area 1 Nick Bowes From: Doug Mayo <dougmayo@oysterharborsclub.org> Sent: Monday, October 14, 2019 9:33 AM To: Nick Bowes Subject: Re: 170 Grand Island - Oyster Harbors Outdoor Bar Area That mop sink caters to the existing back patio so I don't know what would change from that. Douglas D. Mayo General Manager Oyster Harbors Club 508-428-3131 0 _. On Oct 14, 2019, at 9:30 AM, Nick Bowes<nick@baysidebuilding.com>wrote: Ok this helps. I'm most likely going to meet her tomorrow afternoon so ill mark it up on a new plan for her and see where it goes. From: Doug Mayo <dougmayo@oysterharborsclub.org> Sent: Monday, October 14, 2019 9:28 AM To: Nick Bowes<nick@baysidebuilding.com> Subject: Re: 170 Grand Island -Oyster Harbors Outdoor Bar Area I forwarded the message to Alan from Trimark just to make sure. My short answer is all dishes and food related items will be returned to the kitchen dishwasher.The bar does have a glass washer. I believe I was told from Alan that we are not required to have a three bay sink at this bar. But I will just confirm that with him.There is a mop sink outside of the bathrooms in the clubhouse that can be accessed from the new hallway. II'm not sure if jit's marked off on your plan as beverage area, but its a mop sink closet. I'm not sure if that will suffice or if she's gonna wanna see a mop sink in that new closet/waitstation area? Hopefully not. Douglas D. Mayo General Manager Oyster Harbors Club 508-428-3131 <—W RDOOO.j pg On Oct 14, 2019, at 9:18 AM, Nick Bowes<nick@baysidebuilding.com>wrote: 1 Nick Bowes From: Doug Mayo <dougmayo@oysterharborsclub.org> Sent: Monday, October 14, 2019 10:46 AM To: Nick Bowes Subject: Fwd: 170 Grand Island - Oyster Harbors Outdoor Bar Area Attachments: K5 - OYSTER HARBOR PLAN- 09_06_2019.pdf This is from Alan. Should be good Douglas D. Mayo General Manager Oyster Harbors Club 508-428-3131 Begin forwarded message: From: "Goldberg,Alan" <Alan.Goldberg@trimarkusa.com> Date:October 14, 2019 at 10:27:14 AM EDT To: Doug Mayo<dougmayo@oysterharborsclub.org> Cc: "Martin,Tim" <Tim.Martin @trimarkusa.com> Subject: RE: 170 Grand Island-Oyster Harbors Outdoor Bar Area I'm not sure what plan they were looking out. At item #10 is the Hobart Glass Washer. With this, there should be no need for a three bay sink. If the sink ever goes down, you can use the three bay or the dishwasher in your larger kitchen. Further, there is one hand sink with soap and towel dispenser called out for PLUS a second sink that is a dump sink. Yes, you will have to show them there is a mop sink nearby, but that should not be an issue. I believe we should be okay here. d_�• „-0 -0. 95 Amb— T c, NIS.-aFL1)IOB SLATE PATIO 000= Y C � , O____________IQL______ O______________________ _._ O_ _________O_______1____O ' --__________%__� ----------------- COVERED PORCH Z - ---------------------------- �, OOyster - C\GCARD ,t� OI ❑O©❑ Harbors 9RE C S$ RM E C 9G + Club M t RQOM%'� ,T((iiEpp'lI C ` V ;I2EpLl� SR LLJS A B L E =:-�- gININC' EJ(PAN N A$04E *4E, y -'ZSEA ••FOR 36 S< 0 \ a - �TJ� ' (673 SC1F. �- '_ - - — - _' Fb _ _ (SlJ-CJ ) - 1 G F , i u 4 \ DINING- CSIf Ivl� nM 1 cl �'J U z.aoo so. L 1EF (SEATING FOR v (a79�,1 r'� ry GRI..70 so. �E i (S�-- (7'C _ ❑ U r.Y `� fiN�£ STATION - - C-J r\ l clf� ` � +; EA&879 IN T RO LzN�J &'i rvWOMEN O ° O VING ) i (SEATING FOR 48j STORAGE ry I WASHRM - 6 � ----------------- b ____ _____ _____ _ ___ _ FUNCTION / ❑ ;' o 0 ENTRANCE ; ; j ; ! F RMAL LERY FORM :GALLERY' OPEN CALLER Y T 0 rb 1L i AI: :GA Y; { E NTR'Y „ I „ „ (B(1L land -� QUltf' CE S. i ANRE HNp I = o DY O'-._____ o STORAGE WOMEN' O °MEN 1 �' f (MEMBER ENTRANCE) W S S. O WAS RMS. STATION _ O ij❑�❑i © s LOBBY wnswNc O WA HRMS. ©D ATS L (628 SO.Ft.) l I VIER LOUNG���� o STAI WORK B ❑ I ' O (SEATI' ON. UP. AREA i l O t� G, KITCHEN --ARTrE INE u O STATION ON. I (2.119 SO-FT.) ( ,�j m,~"'�' n )ID ANOIlLi L— ❑ ❑i' FM�7.�I ® ASSNT. OFFlCE OFFl E ,I EF• —O Cl FI E COAT RM.f i 0 STORAGE i j R OFFIC BEVERAGES �1 I� p 'DN �I I 11 ❑ �p Cmtsvltarrc: _ --- - — (SEATING FOR 18) O Key Plan: O -- O O - - - O - - O = O - O O O ---- - O - ------- O ----------- O -- -- o f s _ / E L a ___________. _ _____________ c \O O r �- ------------------- a 0 S11te[7i112' ------ FORMAL ENTRANCE FLOOR PLANOPTION-B � ,a•_y ico a•-c - u•-o- i a ae U MAIN LEVEL FLOOR PLAN SEATING FOR 428 PEOPLE (IF ALL ROOMS USED AT SAME TIME) owm: Dam: S ! — nZa s Laawn: n,e<xea: P.L m 1 sl—No. q-2 Oe JLS 1 � 1 I I , , 4.4 8.8 ii i j it i7 4 AlJI I I i uA, ' II II A7A, I I I I I I I ----- ------ -------------- II - ----- ----------- i' -_-_-_-_-_ I,- - —_—_—_ ---___------_____________ _—_—_—_ 1_ / ____ 1 J'`�- II , —_—_—_—_ r , ----------------- I. I 1 1----- ----� �-----------------J 1 ---- ---I _—_—_------�- —. I I , I 510wcE i li I §i 1 1 I''1 � MA71--PUflPQa� , 1 I >; `.I`I i I;1 Moou taolxc 1 I I!L' -� \ 1 —_—_—_--------- --------- ... 1-- I� -- I - ------------------------------- --- , DW , '1 I fi Ab2 II I I I UQL M I j,l ��• STOPAM SMR9ESMPAM Amt 1 Ij I ---------- ,--I- i -T------ r------ I i iDFAMREMOM Sean 0 Lutv. I I o I I {i I I i I•I°a ' amcm ------ ------ J ------ - -Q '•i'I 1 1 . --------- Cj• ; ———-- -----------------, E, 'I II I 1 MEGORM 6F)�A1110R I i i it ii — i i I I I iiUP PM O RM O I § 7 7 Ao1 I I II.1 1 I I 0 ___________J ---------- ------ - - --- --------------------------------------------------------------- - -- --------- - Ia.. .-..... --- ------------------ ----- --- ------------- 1 , ——1--- ---------- F--- F_ y r I�I I II ------------ --------i I I I I I I I I i i I -------------------� LI r--- \ rt-----, F-------, I I ,mot ---I---� --J- -----i---J - --------------1'_J - I I I I II I I I , 2w� W-0 , b b ,e PRUrr MORRI cbt „o.eanai.street ��. ,. boston.MAMU WISEWS ROM CA PACAGE#1 A101 Oyster Harbors Club 08.01.2005 • • • tei:617.262A354 chNs.beeman.tseckams.inc fax:617.236.o378 n v - �--` Y ♦.4 8.8 10 11 IF it DINING II o TERRACE II jI ,ema --_______ i i o o -___-__-- .`, II , --- ---- `. I - ------------C-` ------ ---------- - \/ —-—-—-—- —— _�_r_—,—— —— ------ ------- ------- ------- ---- + I I i i i i IGRILL TERRACE i i ' I 1 I I I GIRD fl00Y I I 1 I I 1 1 ; NOOP 7mm B°°R S -T1 I------------ - - , I I I I I � ; ; ;--------------, �; ; ii ;--------------., °rE i ` ------ 1 ewE - LWN BBANG N67 BINNG ' I - ' I ROOM ' i Y-�� I ` -- ---�'_'�'----\'�L��----\\'L'L-- ---- ---_�'---- -1-' -�---------- ' 1 +- --'~------------- \ -- - - 1 I I 1 I IIL I I 1 0 I I ------- ---------� _ iI Sam A]M I I It 1 I``I I I�> 8W 1 I 1 I 0 - I _ A101 1----------------- L--------------J �_____________-___�_1• ; i O i i i i CON75 j j u II Ij L____ ' L------_---- ___ _________J II S,GM MGLL I; I I _ _ I I- I I I 8•FM41 NIL —_ - I I I I _—_ —_— _ I _—_—_ I FM I I I I I I I I I I II ----------- ___ I NE I COQ r AM OW YdBER ---------- —r—- ----------- � I I � ''ENRO'PBRCH I I ii Q O n � in 93 WOMEN ----------a----------- —- �———•J_- - a -------- -- WOM E1 ---I I- I --- --- ---❑ ❑----- - -- --- _ ENM(FALL / I I STORIGE N 3•F"M W 1 1 O i I I II I 1 1 I I --- -- 1¢ W4 Me o I I _ I I I I ON I I I I .a, 1 7 scw NAu aft— ASYf ASST. 1 i UP FORA GkLUM' F '--- 'I'—I I--- --- , '---- ----'--- - - --------- 1-0 1 1 I � -- -�• LOUNGE PORCH I I I FORCfI I COVERED ------- ------- -- 1 I I I � COVEREDamI II-_J-1- ------ I i =_____ ---- I PORCH ------ ------- ------- ------- ------- II j I I I I I II I I I ', I I • I � I I L_� X=1 sr r ,�—r—� �� H� w-r PRU=NORM 1 FIRST FLOOR PLAN c bt 11o.eanel.loblvd miror FIRST FLOOR PLAN er mWl +m,•r-0• Oyster Harbors Club PACKAGE#1 boston•MA.o2114 A102 08.01.2005 • • • tel:617162A364 n . childs.bL REnan.teeckares.inc fax 617.23&o376 "btl° 4.4 ,' d8 10 11 ii I i ii ii i � i J J ii i it Y I I II F ---------- —� rt•tit t j . . . . ewz ., ik - mom -------- luz ie 13 —'------ '----j "-Y--------------------------------- - ----- --- E LII — ' i ---------- ALI r nI.��.r•.r��tI f f�!.4+}•i',�r�i+l�y��L'n`!(iU�4 f: ;II(•r'�r;,'t';;'n s Yi`1.��ii�^41 �.u T 1,'.1 __—_—_—_—_—�--_—_—_ 1 100 ®®T i „rI�+4 1�.1>v:'T'rI.i.t u.-`.-�r1 _---_—_-- ',jyjIt1fr�t''.F�-1Ti-'F.+i—'.�%i'T�,J'7�',�t I,+tS�+f'y,zl iT pQ'l�S�'��'TJ.,7{4*ti.,�,S U�.li,I,Y.ft7 r.1 T,�'7 Ir1�I�i+`'„T+r„�Fi,�Trj l r -Ut-�iJr L+kyS�a�-µT I�r'jV'"V_��•Irf u�(,' rr tn "��?{1�S+'�l`{•.r •'T�7 _----_—_—_ I I I I I I I I I I i i I t I I I I J t S I I I L_ I I I I I I II m'-e• tRd ]7-Y ->L �. ��� 11o.cenal.street m..a..� PACKAGE#1 sr�ONDFLOORPLM Oyster Harbors Club , , 2� ;4 Al03. 08.01.2005 chllds.bertrnan.tseckaras.lnc fa,L•617236.c378 `bY0 _ n GENERAL NOTES 1. ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS OTHERWISE NOTED. 170 GRAND ISLAND DRIVE 3 CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY O S T E R V I L L EMA ALL DIMENSIONS PRIOR TO CONSTRUCTION.CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER. NEW CLUB ADDITION REVISIONS TYPICAL NOTES DRAWINGS I.CONTRACTOR SHALL 51TE INSPECT ALL EXISTING V5. CO - COVER SHEET PROPOSED CONDITIONS PRIOR TO AND DURING CONSTRUCTION A14D NOTIFY DESIGNER OF ANY DE5CREPANCIES AND/OR AO - FOUNDATION PLAN NO. REVISION DATE CHANGES THAT MAY BE ENCOUNTERED. Al - FOUNDATION PLAN ® COPYRIGHT 2.CONTRACTOR SHALL NOTIFY DESIGNER, IF AT ANY TIME A2 - FIRST FLOOR PLAN NORTHSIDE HEREBY EXPRESSLY RSERVES ITS THROUGHOUT CONSTRUCTION ANY EX15TING CONDITIONS ARE FOUND THAT MAY PREVENT THE SUCCESSFUL COMPLETION A3 - FIRST FLOOR PLAN T ESE PLANS NS ARE NVRIGHT. OF ANY PORTION OF PROPOSED BUILDING.CONTRACTOR THESE PLANS ARE NOT TO BE REPRODUCED, SHALL NOTIFY DESIGNER OF SUCH PRIOR TO MAKING ANY A4 - ELEVATIONS CHANGED OR COPIED IN ANY FORM OR ADJUSTMENTS OR ALTERATIONS TO PROPOSED BUILDING AS i MANNER WHATSOEVER WITHOUT FIRST PRESENTED IN FINAL CONSTRUCTION DOCUMENTS. ::.. - A5 - BUILDING SECTIONS OBTAINING THE EXPRESS WRITTEN AG - NALL SECTIONS PERM ISSION AND CONSENT OFNORTHSIDE 3, STRUCTURAL ENGINEER/DESIGNER TO PERFORM FRAMING .L DESIGN ASSOCIATES INSPECTION WHEN FRAMING 15 COMPLETE AND PRIOR TO .,.,.�„ l`-._ -+ ^^ �"' n `'" ,�,.Y,,,.,w /'-"'� `�� A7 - BUILDING DETAILS ENCL05URE BY INTERIOR WALL PLASTER BOARD/FINISH. ,� AB - ROOF FRAMING PLAN BUILDER: ACI - ROOF PLAN Bayside Building,Inc i d. Y�- ' Quality?o Live By' STRUCTURAL GENERAL NOTES: FOUNDATION NOTES 00 1 I.SUBMIT SHOP DRAWINGS FOR STRUCTURAL STEEL, STEEL - JOISTS, STEEL DECK AND REINFORCING STEEL. ONLY DESIGNER: I.MAIN FOUNDATION WALLS TO BE 10"POURED CONCRETE FABRICATE FROM APPROVED SHOP DRAWINGS. NORTHSIDE Fc WALL T pi, W/ 12@952-D BARS TOP Q BOTTOM. FOUNDATION WALL TO FOOTING. ON 12"Dx24I STRIP FOOTING. PROVIDE KEYWAY / 2.ALL WORK WILL BE INSPECTED BEFORE ADDITIONAL WORK IN 5TRI ANCHOR BOLTS @ 36 O.C.MAX.MIN,FOOTING. DOWELS @ 24"O.G. CAN PROCEED. DESIGN EXTENDED 3-6 MIN ABOVE TOP OF FOOTING. PROVIDE 95" 3 z3'�"PPLA�TE WASHER. REINFORCING #5 VERTICAL EMBEDMENT W/ I - "� 3.ALL CONCRETE SHALL BE fc'.40,000 P51 AT 28 DAYS. ASSOCIATES REINFORCING Fy-40,000 PSI. i �' - DISEINCFIVE RESIDEMIAL&COMMERCIAL DESIGN 2.ALL STRUCTURAL STEEL COLUMNS TO BE 4"x °TUBE ( 4. FALLOW ALL APPLICABLE ACI STANDARDS, LADES AND STEEL COLUMNS TO EXTEND TO FOOTING BELOW..PRO PROVIDE I I PROCEDURES AS INCLUDED IN ACI 211.1, ACI 304, ACI 347, ACI 141 MAIN STREET•YARMOUTHPORT•MA 02675 CAP PLATE Q 7"x12"x%'BASE PLATE W/2-V," DIA. _ 302 AND ACI 301. (505)362-2. (5081362-9802 BOLTS.WELD ALL CONNECTIONS. FOOTINGS TO BE 4BN45°x12" _ SQUARE CONCRETE W/3-#5 BARS EACH WAY. - - - - - - 5.SLABS ON GRADE SHALL BE 4'THICK, REINFORCE WITH NORTHSIDEDESIGN.COM SHEETS OF GXG W4.0 X W4.0 ON CHAIRS F BELOW THE TOP mrthsidel@mmcaz.n c M 3. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS. OF SLAB. 4.CONCRETE SLAB TO BE 4"POURED CONCRETE ON G.ALL STRUCTURAL STEEL SHAPES SHALL BE A-36. H55 COMPACTED FILL.PROVIDE CONTRACTION JOINTS F DEEP AT SHAPES A5TM A500, GRADE B BOLTS%' DIAMETER A-325. STRUCTURAL ENGINEER: COLUMN LINES.CUT W/"EARLY ENTRY"SAW - ALL FIELD WELDING SHALL BE AWS CERTIFIED WELDERS WELDING ELECTRODES E70XX PROVIDE SHOP PAINTING 2 MIL-5 TAYLOR 5.CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS DRY. REQUIRED BY CODE(WINDOWS OR MECHANICAL) 7.THE MANUFACTURE OF STEEL JOISTS SHALL BE A DESIGN LLC MEMBER OF THE STEEL JOIST INSTITUTE. - 6.CONTRACTOR SHALL ENSURE THAT ALL FOUNDATION B.STEEL ROOF JOISTS SHALL HAVE TWO ROW5 OF DIAGONAL WALLS MAINTAIN 4'-0' MINIMUM COVER. BRIDGING LOCATED AT L/3. BRIDGING THAT TERMINATES ST STEEL BEAMS SHALL BE ATTACHED AT TOP AND BOTTOM STAMP: 7. PROVIDE WEB STIFFENING PLATES AT BEARING POINTS OF FLANGES. STEEL BEAMS(TYP.). 9.ALL JOISTS SHALL BE DESIGNED TO SUPPORT A 300 B.SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL POUND POINT LOAD ALONG THE TOP CHORD AND 100 POUND STRUCTURAL COLUMNS. POINT LOAD ALONG THE BOTTOM CHORD. 9.CONTRACTOR SHALL NOT SCALE DRAWINGS FOR 10. STEEL ROOF DECK SHALL BE I)}"20 GA., GALVANIZED DIMENSIONS.ANY MISSING, INCORRECT OR QUESTIONABLE TYPE B, GRADE 33. DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER BECOME THE RESPONSIBILITY OF THE 11. DECK SHALL BE PLACED TO COVER AT LEAST TWO CONTRACTOR. SPANS. PROJECT: 12.ALL WELDING SHALL BE IN CONFORMANCE WITH THE PROPOSED 10.GARAGE AND OTHER FILLED FOUNDATIONS. MANUFACTURES REQUIREMENTS. WELDING WILL INCLUDE THE 10'POURED CONCRETE WALL W/2@#5 TOP AND BOTTOM USE OF WELDING WASHERS. OYSTER HARBORS BARS. FORM FOUNDATION ON 24'z12"STRIP FOOTING. 13.GALVANIZING OF ROOF DECK SHALL CONFORM TO ASTM PROVIDE KEYWAY IN STRIP FOOTINGS.PROVIDE TRANSITION Ag24. CLUB REINFORCING W/#5 BARS SPACED @ 12"O.C.VERTICALLY. PROVIDE W x 12'ANCHOR E30LTS @ 36"O.G.MAX. MIN. 14.STEEL SHOP DRAWINGS SHALL INCLUDE ALL CONNECTIONS EMBEDMENT W/3^x3' " PLATE WASHER. AND BE APPROVED BEFORE FABRICATION. 170 GRAND ISLAND DRIVE 15.COMPACT ALL SOIL TO 95%OF A MODIFIED PROCTOR, ASTM D-1557. OSTERVILLE,MA. TITLE: COVER SHEET SCALE:1/8"=1'-0" 0 1 2 4 8 PROJECT#: SHEET 19-07 C.0 DATE: OF 9/27/19 1 1 L GENERAL NOTES IN 1. ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS ----------- OTHERWISE NOTED. --_---`- =" .'---- •` 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS i '-----------------------C- -s — OTHERWISE NOTED. _ 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION..CONTRACTOR .v�." a,w. ,.e ASSUMES RESPONSIBILITY FOR i �� ANY MISSING OR INCORRECT I -- -------------- ------ ----------------------- - °014w,�m ' 1 -"-----'-------------------------- _. __ ---- --- --- ---- -- - NOT BROU_ —__—_--_-- DIMENSIONS HT TO • } --- w,�,a1e,,,, ---- ---- — ---- .,.�. THE ATTENTION OF THEG DESIGNER. ss 7 e i ;�L,,,,,. 1 n REVISIONS I,1 ' 4 ,p..m i p . --------------------- i ; I ♦ II ' ♦ ♦ I 1 I I � � ♦ ♦ III � l i_______________________ i ♦ } I -------------------- i NO. REVISION DATE 0 COPYRIGHT I °°^' 1 NORTHSIDE HEREBY EXPRESSLY RSERVE5 ITS COMMON LAW COPYRIGHT. a vx. x er.r I L_ __________________J ,I , , I THESE PLANS ARE NOT TO BE REPRODUCED, ' CHANGED OR COPIED IN ANY FORM OR WHATSOEVER MANNER WHATSOEVER WITHOUT FIRST r---------r-------------.,1 OBTAINING THE EXPRESS WRITTEN PE RMISSIONAN D CONSENT OF NORTHSI DE 1 I ( I I DESIGN ASSOCIATES 1 i MULTIPURPOSE i I I BUILDER: MAING Bayslde Bullding,Inc i 'Quality?o LiveB ' ----i --------- -- -- -------- -- -------0 I DESIGNER: BATH STORAGE � I DUMPSTER NORTHSIDE -----JDESIGN L':UN.RY1 I_ I ASSOCIATES DISTINCTIVE RESIDENNAI&COMMERCIAL DESIGN 141 MAIN STREET•YARMOUTHPORT-MA 02675 ------' (508)362-2210 IS081362-9802 9 9 ENCLOSED 1 NORTHSIDEDESIGN.COM I� �I SEEE 1 I c t t TRU '------- �-- --------- ------ i S RURAL _—__EMPLOYEE_—__—__ 'I BEEWW�NE�' ELECT— 1 TAYLOR - - - - - - �- - - I- - - - - - TRICAL DESIGN LLC II �I I � I I I I I I I i IF I 1 _—————J` STAMP t I I GENERATORROOM I I I I I I I I I I I I I I I I I MMEN'S MEN'S MECHANICAL RS LL�1GAEft5 1�� T —T PROJECT: i I I PROPOSED I � � 1 I ' ' 1 OYSTER HARBORS 1 I CLUB ____________� ______________________ ___—______—___—_____--________________—_—__—____ __ _�_� I i 170 GRAND ISLAND DRIVE ` ----'-------- OSTERVILLE,MA. .I TITLE I I �" FOUNDATION - - - - - i %" PLAN I l� I •--------------------= � � SCALE:1/8„_1,_0„ I N 0 1 2 4 a ��F O U N D A T I O N PLAN PROJECT#: SHEET 19-07 A.0 DATE: OF 9/27/19 1 1 -------- rGENERAL NOTES 1. ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL 54--2--± BE 2X4 @ 16"O.C.UNLESS ----------- OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS A PRIOR TO ORDERING WINDOWS. E I/AG FOR CUT OUT DIMENSION FOR FLUSH ON EXISTING CONCRETE 4.CONTRACTOR SHALL VERIFY BILL OF NANO DOORS, WALL USE Y4' DIA. ALL DIMENSIONS PRIOR TO 2A.1) TYPICAL ... ............. ............................................ ---- CAPSULE ANCHORS, CONSTRUCTION.CONTRACTOR ------ --------------------------- TYPICAL ----------- --- ASSUMES RESPONSIBILITY FOR I ----------- . ....a---------- ---------- ------------- ANY MISSING OR INCORRECT ----------- -------------- ----------------------- ----t-;G'THICK.4'-10� ----------- DIMENSIONS NOT BROUGHTTO W ANCHOR BOLT5 9 36 - FIR VIDE#5 REBARS Q CONCRETE HALL ON 2"D.C.VERT. IN NEW THE ATTENTION OF THE I O.C.MIN.7' EMBEDMENT i CONTINUOUS 24".12'D. FOUNDATION W��X3�.)'�-PLATE I I HALLS TO DESIGNER. WASHER(TYP.) CONCRETE FOOTING TIE INTO EX STING CONIC. -- ----------------------------- -------------------------------------------------------------------------------------------WALLS.TYPICAL-L REVISIONS ------ -- ---- --------------- 11 1 D 7 8 �ZOIJTUNE OF 2" RIGID L HITH CLEAN BACKFIL U SULATION UNDER COMPACT FILL OI SLAB.4--0 AROUND THE 4-CONIC.S AB ON 10 MIL PERIMETER OF FOUND. VAPOR RETARDER I HALL DOWN 4'-0' TERRACE SLAB I -------------------------------------------------------- ------- -------------------------------------------------------------------------------------------------------- ----------------------------------I I-DEEP CONTRACTION JOINT CUT HITH EARLY t I ----_________ ------------------------------------------ ENTRY SAID NO. REVISION DATE ---------------------- Q COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RSERVES ITS -------------------------------------------------- COMMON COPYRIGHT. THESE PLANS ARE NOT BE REPRODUCED, I CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST I OBTAININGTHEEXPR SSWRITrEN I ERMISSION AND CONSENT OF NORTHSIDE ------------ ------------------------- ---------- ---- ------------------------------------------- -7 DESIGN AS A j BUILDER: PROVIDE#5 RIEBARS @ 12-O.C.VERT. IN NEW -- -------------------- FOUNDATIONWAL 5 TO ON EX15TING CONCRETE--:/ TIE INTO EXISTING GONG. TS 4'X4-'..25'COLUMN ON Be side Building,Inc HALLS. TYPICAL WALL USE DIA. EXIST.GONG.FOUND STD I N ARE N BE REPRODUCED, UCED 0 COPIED To Y FORM OR Cop ED I N AN RM R WHATSOEVER WITHOUT FIRST 3 T"E E PRE WR TTEN N f,T OF NORTHSIDE AND CONSENT N IDE ASSOCIATES D COLUMN 0 FOUND.CAPSULE ANCHORS, BASE P :,/ ' -T TYPICAL A LATE t 2-3/4�.�']A. -Qya1ityToLivcBy- A ANCHOR BOLTS TYPICAL 27--V 27--l't (ExIST.) 54'-2' "DESIGNER: NORTHSIDE DESIGN B ASSOCIATES ------------ ------ ------------ ------------ 0 DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN -----------------------------------------------J I 141 MAIN STREET-YARIYOUTHPORT-MA02675 (508)362-2210 (506)362-9802 NORTHSIDEDESIGN.COM 71,*4 EXIST NO MULTI-PURPOSE i rSTRUCTURAL ENGINEER. ROOM I TAYLOR DESIGN LLC EXISTING LOADING STAMP: --------------- C fPROJECT PROPOSED OYSTER HARBORS CLUB 170 GRAND ISLAND DRIVE EXISTING EXISTING EXISTING EXISTING I I OSTERVILLE,MA. LAUNDRY BATH STORAGE DUMPSTER ii STORAGE TITLE FOUNDATION 9N Drr -—--—--—--—--—--—--—--—--—-�- PLAN 1 1 SCALE:1/8"=1'-0" 0 L-------------------J PROJECT!!: 2 4 8 �� FOUNDATION PLAN1" ECT#: SHEET 7 8 10 11 19-07 A.1 DATE: OF 9/27/19 GENERAL NOTES 1. ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL ""`�"""°`• BE 2X4 @ 16"O.C.UNLESS OTHERWISE NOTED. BLUESTONE TERIT/CC�- 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS ] e ^• l0 11 PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR I I I I O SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR Twr ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHTTO THE ATTENTION OF THE o '�^ I'I" i ia.r ° DESIGNER. I REVISIONS II II II II II II II II II II II � II II II i 5- I ; ............ II II II La E 11 II II p - .oy I I I I I I I I • I I I NO. REVISION DATE MEMBER yf =TOR. 1 1 I;'e�'nernL ypyppOM 1 1 ®COPYRIGHT nn COMMONS HEREBY FRIGHT.LY RSERVES ITS 1 1 COMMON LAW COPYRIGHT. I I I I I I THESE PLANS ARE NOT TO BE REPRODUCED, x mwa B CHANGED COPIEDIN ANY FORM OR MANNER WHH ATSOEVER WITHOUT FIRST ¢ OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NORTHSIDE y DESIGN ASSOCIATES ' BUILDER: Nl S H LL EAST SERVICE MEMBER B�slde_®g��AC GfNIFIG I GRILL QyGL21y rI0 Lwri`B .40_______❑ Ivl DESIGNER: GOATS MEMBER NORTHSIDE DESIGN ��� ASSOCIATES ` DISTINCTIVE RE=IOENiIAL&COMMERCIAL DESIGN •FO SOl MAIN STREET'YARMOUT(508) •-9 02675 FOYER VEST. S (508)36 NORT .COM 2-9802 upNORTH=IpEOESI cNaz.COM 0 O Y�1 (` �' ' -7777 northsidel@com t.net _H �' �/W3 STRUCTURAL ENGINEER: r`-T���J�///��` TAYLOR _ DESIGN LLC _________ _E KITCHEN MEMBER La[IRGE II STAMP: BAR MEN MAEN li PROJECT: PROPOSED ❑ OYSTER HARBORSCLU B 170 GRAND ISLAND DRIVE OSTERVILLE,MA. PORCH MEMBER TITLE O FLOOR PLAN 0 0 SCALE:1/8"=1'-O" 1 0 1 2 4 8 T B m FIRST FLOOR PLAN _ �� PROJECT#: SHEET 19-07 DATE: OF 9/27/19 1 1 I / rnuwseu I 7 8 ( BLUESTONE I 0 11 GENERAL NOTES TERRACE // BE 2X6 @1.ALL T16"O.C. NLESS ERIOR WALLS ALL 54'-VI: OTHERWISE NOTED. 'o) 2.ALL INTERIOR WALLS BE 2X4 @ 16"O.C.UNLESS ALL 14'_Oa 26i_2a 14,_Oa - - OTHERWISE NOTED. I I I A 3.CONTRACTOR SHALL VERIFY A.5 I ALL WINDOW ROUGH OPENINGS TS 6'z6°x5/I6' TS 6'zG'z5/IG' PRIOR TO ORDERING WINDOWS. I COLUMN, TTP. COLUMN DN. 22'-4' NA DOOR 22'-4° DOOR TYPICAL 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.CONTRACTOR ASSUMES RESPONSIBILITY FOR O NOTE,PAD ALL MQSEI PAD ALL ' [� EXTERIOR FRAMING TS G°zG°�t5/IIG° EXTERIOR FRAMINGI I I I in ANY MISSING OR INCORRECT COUMN,I TYP. To e Y", TYPICAL TO B Y4°, TYPICAL DIMENSIONS NOT BROUGHT TO O , THE ATTENTION OF THE I I I I I I I I DESIGNER. I I I I I I = REVISIONS I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 I I I I I I I I I I I I I I I I I p Q 1 I •H 1 1 CfI ` I ________________________J L_ _____________ __J L___________________J L_____—____ _____—_J L____�__ ___ •v Z ------------------------� r- ------------- -- -------------------r r----------- -------� r----=-- --- A p PROPOSED _ m GRILL I RASE---------- --------------------------------------i ------------------------ NO. REVISION DATE O _----- PANIC I 1 I v m 0 COPYRIGHT / >// HARDWARE I I j j ^ NORTHSIDE LAW COPYRIGHT.SLY flSERVE51T5 a'• 4 G'_4�Z I I 10'-'Yz I II,_O, II,_O, T'_�2 THESE PLANS ARE NOT TO BE REPRODUCED, t v CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST I OBTAINING THE EXPRESS WRITTEN —__—__— —__—__ _—__ _ _tom,-_ —_ __,_—__—__—__ __—__—__—__—__—_ _—__ __ _ —__—__—__ —__ A SENT OF NORTHSI' PERMISSION AND CON DE ------ _ _________________ _________________ PANIC EXISTING FENCE c 101 DESIGN ASSOCIATES T5 G'x6°z5/IG° 286R TS GNO.5/W TS G°xG°x5/W I TS G°xG°x5/IG° HARDWARE TO REMAIN m COLUMN, TYP. I BUILDER: ________.-, COLUMN, TYP. COLUMN, TYP. COLUMN, TYP. wsR n B E4 COLUMN, I BASE<CAP, TYP. I NoiE,PAD ALL B side Building,Inc EXIST G S PROPOSED * I I EXTERIOR FRAMING 9 MEMBER + .- _ STOR. n TO a Y,', TYPICAL — — '"'K- -- � I I I I ' I Ybafity?a Live By SITTING ROOM _ I I I i l ,'•• I I I I t I f PANIC 306e �N �_________; .-_-- 1 I I HARDWARE PANIC DESIGNER: 1 1 HARDWARE 1 1 NORTHSIDE B DESIGN ASSOCIATES DLSRNCTNE RESIDENTIAL&COMMERCIAL DESIGN A < 141 MAIN STREET•YARMOUTHPORT'MA02675 A,5 N (508)362-2210 (508)362-9802 T P NORTHSIDEDESIGN.COM narthsidel@mmca.ne STRUCTURAL ENGINEER: TAYLOR HALL DESIGN LLC EXISnNG EXISTING EXISnNG STAMP: EAST SERVICE MEMBER R DINING BAR GRILL 2x4 0 G°O.C.WALL ' CONSTRUCTION W/ X5 GYPSUM WALL 4_7a BOARD EACH 51DE (CLEAR) PROJECT: PROPOSED _______ _ OYSTER HARBORS I CLUB EXISTING NIC EXISTING 170 GRAND ISLAND DRIVE HA COATS E MEMBER OSTERVILLE,MA. I 5'-QY4 5'-Oy4 I ENTRY PORCH 101 I I TITLE :::: :::: == I I II - - - - - - - - - FLOOR PLAN EXISTING FOLOUNGE YER VEST. SCALE:1/8"=1'-0" I I I 0 1 2 4 a WALL KEY O EXISTING WALLS F I R S T F L O O R P L A N N PROJECT#: SHEET WALLS TO BE REMOVED 0 PROPOSED WALLS 19-07 Ll•3 DATE: OF 1; 9/27/19 7 8 0 11 GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. ALLS ----------------_----------- - - ------- .,-- _ 2.ALLINTERIORD.C.UNLESS SHALL : _----------- -------�sr� BE 2X4@16"O.C.UNLESS OTHERWISE NOTED. v 3.CONTRACTOR SHALL VERIFY a ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTIONASSUMES RESPONSIBILITY CONTRACTOR . . SI BILITY R ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER. i -- ----- - - --�,, i} �.r..+ Sy."�YYTIy •r._ r���r i *'� °,i _t � r-- !- i 5'_F�r� .'1 tip' i. X y ---- REVISIONS PREEN NO. REVISION DATE EAST ELEVATION 0 COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RSERVES ITS en.-vr COMMON LAW COPYRIGHT. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIR5T OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NORTEI I DESIGN ASSOCIATES -- BUILDER: 4 Bayside Building,Inc r---------------- -- - --------------- ---------------- ------ QFa 7"'I-B " DESIGNER: NORTHSIDE = * I DESIGN o — —-——— ——————————— ——- ———————— — `® ® {+®®® ASSOCIATES _________ __ _ _ _ __ _ ___� DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN + -_____. - . m �� I] •. m m ®�' v 2 1911 SSUB M5081362-2210 YARMOUT( )36 98026)5 NORTHSIDEDESIGN.COM Hill _ � _ � i STRUCTURAL ENGINEER: �$ TAYLOR a 1 ------------------------------- ---------------------------- I----------------------------- -- ------------------------------------------------------------------------ . DESIGN L LC NORTH ELEVATION STAMP: ._w$_.______--_._____-_--___ H___- -__- B___- + I I .r- -------------- --------�---- PROJECT: ^Ilr^� PROPOSED OYSTER HARBORS CLUB / 170 GRAND ISLAND DRIVE s +o. OSTERVILLE,MA. TITLE .b ELEVATIONS SCALE:1/8"=1'-0" vYv.es------ 0 1 2 4 8 PROJECT#: SHEET ----- ------------- A 01PARTIAL WEST ELEVATION - 19-07 A.4 DATE: OF 9/27/19 1 1 GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY O O O ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO '•-ez"w�--------'-----'-----------------------------'--------------I--'- --------------- - -' ---------------- CONSTRUCTION.CONTRACTOR ASSUMES RESPONSIBILITY FOR / 12 ANY MISSING OR INCORRECT p ds t2 DIMENSIONS NOT BROUGHT TO sp THE ATTENTION OF THE �„q .L --'----------------------------------------- - --- ---- --- -- --- -- - -----------'------ DESIGNER. REVISIONS u � / .a NO. REVISION DATE �GRILLTERRACE ii MEMBERGRILL EMBER LOUNG LOUNGE PORCH h.�mx.mern g —__._. __ __.__ __. __. — COPYRIGHT n NORTHSIDE HEREBY EXPRESSLY RSERVES ITS! COMMON LAW COPYRIGHT. T THESE PLANS ARE NOT TO BE REPRODUCED, — — — — — — CHANGED OR COPIED IN ANV FORM OR MANti ,s n.�.. OBTANNING THE EOXPRESS WRITTENEVER H WITHOUT PERMIN-ON AND OT n DESIGN ASSOCIATES CONSENT F NOR HSIDE MULTI-PURPOSE BATH CORRIDOR MECHANICAL Room BUILDER: Bayside Building,Inc BUILDING SECTION h SCALE: 1/8" = 1'-0" A B 00 I I 12 DESIGNER: 14� - GAMBREL BREAK NORTHSIDE 27-5 k 1p2 - DESIGN 5I SAVE HEIGHT ASSOCIATES 24'-I--- -_ DIS INC IVE RESIDENTIAL&COMMERCIAL DESIGN _.- -S 141 MAIN STREET•YARMOUTHPORT•MA 0267S (508)362-2210 Is001362-9802 / NORTHSIDEDESIGN.COM / \ narthsidel@com az.n RED CEDAR ROOF SHINGLES TO MATCH % R.O.WINDOW SILL STRUCTURAL ENGINEER: IXIST. TOP OF SECOND 0 122 17'-2 1/2' TAYLOR FLOOR M 5UBFLC 2 ELE ___ V7w-Dr I DESIGN LLC I k2°TYPE B DECK, 20 GA. 'B''6 .I"^� 2.10 GALVANIZED.U5E WELDING WIOx30 5TEE R PLYWOOD ' .C., RAFTERS @ LT O.C., 14 a WASHERS, TYPICAL. BEAM / \ BUILDING FELT 6 ICE 6 O 2 � 2ND WATER BARRIER, TYPICAL STAMP: B'HALF / � --__ -... COPPER GUTTER _ __.-_ TOP OF COLUMN__ ��� ELEV.10'-0'2'VENT STRIP - LTED TO .. JOISTSWI4xT4 BEAM i OM FLANGE 36°O.C. i I STEEL GRILL TERRACE IIi I PROJECT:- i PROPOSED p _ i IIi 1 0 I ill OYSTER HARBORS _ I i �la i 1 CLUB I i I I III 1 IIi i II Y4"TOTAL WALL 170 GRAND ISLAND DRIVE TOP OF FINISHED THICKNE55(B Y'METAL OSTERVILLE,MA. FIRST FLOOR 1 I. STUDS) ELEV.Or 0° e ,. ..��.-.._... ............._ TITLE .t: ' W6X6 W2.gXW2.q 't- BUILDING 6'COMPACTED FILL TOP 13 OF SLAB 4'CONC.SLAB ON m -POI FOOTING .^I•I 10 MIL VAPOR RETARDER SECTIONS ELEV.-S'-03_ 12'-O" IV THICK x ffi'-O° A B SCALE:1/8"=1'-0" CONCRETE WALL ON - CONT.24'x12'D. - CONCRETE FOOTING 0 1 2 4 8 UGRILL TERRACE. SECTION PROTECT#: SHEET SCALE 1141 = I'-O" 19-07 A.5 .. _ DATE: OF 9/27/19 1 1 3l4 12 GENERAL NOTES I kz°TYPE B METAL WIOx30 STEEL 1.ALL EXTERIOR WALLS SHALL DECK, 20 GA GAVANIZED� BEAM BEHER 116"O.C.UNLESS ____________________ ______------------ OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL IXISTING ROOF TRUSSES BE 2X4 @ 16"O.C.UNLESS TO REMAIN, TYPICAL OTHERWISE NOTED. --_-_-__________ 3.CONTRACTOR SHALL VERIFY y4 t2 ALL WINDOW ROUGH OPENINGS 16K4 JOISTS @ 30 O.C. / PRIOR TO ORDERING WINDOWS. WI474 BEAM STEEL 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO BLOCKING AS �'��—' - ----- CONSTRUCTION.CONTRACTOR 8'HA ASSUMES RESPONSIBILITY B°HALF ROUND ( .......................______._ CAPPER GUTTER � �\ %�%�I /.�. ANY MISSING OR INCORRECT __ 1, , � ��, A A A A A F A \ _' DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE - DESIGNER. REVISIONS %4°FACIA TRIM !V n A '� +, ,(\ /,�; q �' 1� , CODE Y Y " `� �( Y \ IXISTIO CEILING 2°VENT STRIP INSULATION PER !-J,�,J,J��,✓v�v�v��v�,�,�,�, CONSTRUCTION TO L REMAIN, TYPICAL _TOP OF COLUMN __ _______._.__.__ _._TOP OF COLUMN ELEV. 10'-0' 5/B"GYPSUM ON 1.5 - - ATTACH 2-2x6's TO THE I ELEV. 10'-O" BOTTOM FLANGE OF I I FURING @ W W12x74 STEEL BEAM I I I 1 1 j I - NO. REVISION DATE I I 1 I O COPYRIGHT OUTLINE OF TUBE 1 1 1 I I I NORTHSIDE HEREBY EXPRESSLY RSERVES ITS STEEL 6°x(,'x`i(c°P05T BEYOND, TYPICAL I I - - COPYRIGHT.THESE PLANS A ENOTTO BE REPRODUCED, I I I CHANGED OR COPIED IN ANY FORM FIRSTOR OBTAI NING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES I 1 I I BUILDER: Baysidrm.49 e Building,Inc I I = I I Q1101ifl.'rO F,[LC Bi° I 0 TUBE STEEL 6"x6°x4f6 I I COLUMN, B I I I i BASEE 4 CAP, TYP. I I I 1 I I ° DESIGNER: I 1 6 i i NORTHSIDE M M. DESIGN I I I I I 1 I I ASSOCIATES I I I I I DISTINCTIVE 0.E610EMIAL&COMMERCIAL DESIGN I I t2t I I 141 MAIN STREET'YARMOUTHPORT'MA01675 (508)362-2230 (508)362-9802 NORTHSIDEDESIGN.COM northsidel@comcat.ne[ I I i I I FINISH GRADE TO BE FLUSH I I I I WITH FINISHED FLOUR I I I i I STRUCTURAL ENGINEER: I I W6X6 W2.9W2.9 TOPS I 1 TAYLOR TRENCH DRAIN AROUND OF SLAB, TYPICAL PERIMETER OF GRILL I I 2°BLUESTONE 2"BLUESTONE i TERRACE, TYPICAL I I 1 k2°MORTAR 1 Y2'MORTAR - - I j DESIGN L LC 1 I '�- 2°BLUESTONE ON SETTING BED SETTING BED GONC. 1 PATIO I I I I STAMP: TOP OF D FIRST FLOOR I I I � FINISHED ELEV.0'-O° lY2 � I<' <I III PROJECT: ` I I EXISTING FLOOR W6X6 W2.9W2.9 TOP ks i CONSTRUCTION TO PROPOSED MIL VAPOR RETARDER OF SLAB, T1PrCAL OYSTER HARBORS R 2°RIGID INSULATION IXISTING FOUNDATION CLUB (R-IO)EXTENDS 4'-0' BELOW SLAB TO'REMAIN, TYPICAL 170 GRAND ISLAND DRIVE 6°COMPACTED FILL < j OSTERVILLE,MA. TITLE WALL 1'2 " " 02 i 4'r ¢ 2@ 05 P.EPAP.S, CDNT. - j SECTION SS, _j TOP t BOTTOM _ I SCALE:1/8"=1'-O" 2x4 KEYWAY j < <. #5 DOWEL @ 12°O.C. _ - - i 0 1 2 4 8 2'L - PROJECT#: SHEET „ EXTERIOR WALL SECTION 2 EXTERIOR WALL SECTION 19-07 A.6 SCALE I I/2" = I'-0" DATE: OF 9/27/19 11 MIN, MIN. 2'-O° GENERAL NOTES 1. ALL EXTERIOR WALLS SHALL BE 2XG @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS b' b° PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR IV2 42 42° �2 NOTE, SET ANCHOR BOLTS ALL DIMENSI SHALL VERIFY O SPRIORTO WITH TEMPLATE. ON I TYPE B METAL CONSTRUCTION.CONTRACTOR EXISTING CONCRETE WALL DECK, 20 GA GAVANIZED ASSUMES RESPONSIBILITY FOR USE%°DIA.CAPSULE ANCHORS 4 ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO PROVIDE 6'RECESS FOR r THE ATTENTION OF THE I BASE PLATE, V LEVELING BED WITH Y,° / WI2z35 STEEL DESIGNER. LEVELING PLATE i 1114z74 STEEL BEAM n REVISIONS BEAM $ i t t 4- DIA.ANCHOR BOLTS, 4°CTOC. i f NO, REVISION DATE 1 4'x4'.%"KNEE ®COPYRIGHT ® ® BRACE TO COLUMN NORTHSIDE HEREBY EXPRESSLY RSERVE5 ITS COMMON LAW COPYRIGHT. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST T5 6'x6'xV OBTAININGTHE EXPRESS WRITTEN NOTE;PROVIDE 0 b°zb'zif° PERMISSION AND CONSENT OF NORTH51DE RECESS FOR V BASE DESIGN ASSOCIATES PLATE, I TS 2°BLVESTONE'LEVELING BED I Y2°MORTAR WITH Y4'LEVELING PLATE SETTING BED TOP OF FINISHED FIRST FLOOR BUILDER: ELEV D-o BEAM - EA TO COLUMN DETAIL Al4-�'DIA.ANCHOR ....... -. SCALE 1 1/2" 1'-0' BBy.1 g,inc BOLTS, 4'CTOC. TOP OF FOUNDATION ELEV. -0'-3.5° 1°BASE PLATE 14'LEVELING PLATE I' ---- - 1°NON SHRINK G ROUT DESIGNER: _� 1 I NORTHSIDE - '•' ''�rl 4'CONCRETE 51AB DESIGN P s I a ASSOCIATES 2--5 CONT.TOP 6 I a " - DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN BOTTOM, TYPICAL T�1�1 -i °4 + 141 MAIN STREET'YARMOUTHPORT•MA026)6 PII (508)362-2210 I5l)81362-9802 b' 3' I A2'TYPE B METAL NORTHSIDEDESIGN.COM "(SEAT) I" `I (SEAT) DECK, 20 GA GAVANIZED nartmidel@mmca.net STRUCTURAL ENGINEER: TAYLOR I I + I I + DESIGN LLC J I CROSS BRACING 4 I I r r STAMP: I I I 14I2z35 STEEL ° BEAM ' I ", " I-I• 16K4 JOISTS P 36'O.C. NOTE,CROSS BRACE B7 °M . 4 JOISTS� MANUFACTURER PROJECT: AT Ae POINTS OF THE 41 I I I SPAN, TYPICAL PROPOSED OYSTER HARBORS CLUB 170 GRAND ISLAND DRIVE CROSS BRACING DETAIL OSTERVILLE,MA. ,4 5 SCALE I I/2" I'-O" TITLE BUILDING DETAILS STEEL COLurlN DETAIL SCALE:1/B"=r-O" - 0 1 2 4 8 PROJECT#: SHEET 19-07 A.7 DATE: OF 9/27/19 1 1 GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2X4 6"D.C. .UNLESS IS 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE 7 $ DESIGNER. '! REVISIONS I 54'_2°* I I I A I �.s : �67 A.7 A.7 I I I W 2X74 STEELE EAM I/ I Wi2x74 Sf'IEL bk:A A NO. REVISION DATE ®COPYRIGHT TS 6°x6"x5/16° I j TS 0x0x5/I T$6'x6°x5/16° NORTHSIDE HEREBY EXPRESSLY RSERVES ITS COLUMN DN. I i I CO UMN ON. LUMN ON. COMMON LAW COPYRIGHT. TYPICAL I i TY ICAL TYPICAL THESEPLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR y� MANNER WHATSOEVER WITHOUT FIRST I I OBTAINING THE EXPRESS EN —CROSSB G PERMISSION AND CONSENT OF NO RTHSIDE FOI 5- F 16 4 I I DESIGN ASSOCIATES SPAN, ZFICAL __ ____ ____ ____ __I ---------- r BUILDER: p 161 4 P 36' 16K4 @ ( 16K4® 16K4 0 36. I 161 4 _ _____ _____ __J L___ _____ _____ i__J ____ _____ ____ L__- _____ _— __ ___J L-_ -____ ___ c, c. -- ----- ----- ----- - ----- ----- C--� --- ----- ----- ---- r--- ----- - -- ---i --- ----- --- de---�e— Baysi Inc / I I I I I I 'Quality7oLiveB ' I I I I I � I I I I I I - I I I I � I I I I -- --- ---- ---- - ----- -I ----- ----- --- --- ----- -- -- --- -- ---- -- —I I--- ---- I --- I I I C 5 BRA ING @ i I Jb INT5 16K4 DESIGNER: s N, TYPI L I i J NORTHSIDE \ DESIGN II I I II 3 3 ® ASSOCIATES A.7 A.7 DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN _ _ A3.7 mo/ _ i \\IiIIIII ` / IIIIII mo \�iIIIIII iIIIIII _i\_i I / _—__—__—__—_____—__—__ A I I(50A8IN1 ME "E nETI"'IeYeAlRcM�O UmT=Ha P O.RR T 'M A0 2 675 1 J 362-2210 (5R1362-9802 NORTHSIDEDBIGNCOM f / TS 6'x6x5/%'TS 6°x6' TS 6x6'x5/16 CO UMN 16 3 COLUMN ON. 3 COLUMN ON. ICAL TYPICA Al TYPICAL STRUCTURAL ENGINEER: TAYLOR DESIGN LLC STAMP: — B A PROJECTPROPOSED OYSTER HARBORS CLUB 170 GRAND ISLAND DRIVE OSTERVILLE,MA. TLE:__ _—__—__— i ROOF FRAMING i I PLAN I N -- -- --- .a C SCALE:1/8"=1'-0" I. i i ROOF FRAMING PLAN i 'f 0 1 2 4 B PROJECT#: SHEET 7 8 19-07 A.8 DATE: OF �, i 9/27/19 11 , GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL § BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL _ BE 2X4 @ 16"O.C.UNLESS / i \ OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO I�. CONSTRUCTION.CONTRACTOR ASSUMES RESPONSIBILITY FOR _-_,-------..................._-----------------------------------------_j, I, ANY MISSING OR INCORRECT ---=_ =--=-_-_---_--_ __-_______________-_-_ j I DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER. i i I I REVISIONS I ! I II -------- 11 t_._._._._._. �4 i NO. REVISION DATE I ' ®COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RSERVES ITS COMMON LAW COPYRIGHT. THESE PLANS ARE NOTTO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN Ij II !I 1 PERMISSION AND CONSENT OF NORTHSIDE I i I I I I I DESIGN ASSOCIATES I I I ^lT-----—- BUILDER: n h I II i ! Bayside Building,Inc II L________ LiveB ' II ------- --------0 I iiI I i ' DESIGNER: NORTHSIDE DESIGN -----r — s=�L-------- -- r ---�L r- —_� -r---------- 7 �--- -_-__-_--- --fir-- -- J-----L-s �------ � ASSOCIATES DISTINCTIVE RESIDEMIAI&COMMERCIAL DESIGN it Ij 141 MAIN STREET•YARMOLTTHPORT•MA 02675 I I II �i I (508)362-2210 (508)362-9802 II I! l I NORTHSIDEDFSIGN.COM II 'Ir_ CJ northsidei@tom .ne STRUCTURAL ENGINEER: ------_._�-� �- -_=-IT ;F TAYLOR E DESIGN LLC I STAMP: I i I I I i i I I i -._---_.-.-� � — _- -- it lip ij 1 ,I IIi . PROJECT:PROPOSED it it ,i II L_JI I OYSTER HARBORS I --- -- --- ----- _JL.---- CLUB L_.__._ _. -- i 170 GRAND ISLAND DRIVE r ! OSTERVILLE,MA. i ! I I � TITLE F - ROOF PLAN I i _ I Vcy i __ SCALE:1/8"=1'-0" e D N o 1 z a s PROJECT B: SHEET ROOF PLAN 1907 A.9 SCALE: 1/8" = 1'-0" DATE: OF 9/27/19 1 1 I I _ I I E_ THE _ARCHI TECTURAL BASE PRELI MI AR D , I PLAN INDICATED ON THIS DRAWIN G IS TO CONVEY TRI MARK S GENERAL N Y DRAWINGS N L I W GS ONLY I _ i I a EQUIPMENT U MENT DE SIGN ESIGN INTENT ON LY.LY.> UNDER _ ERNO'CONDI O CONDITION SHALL THE ARCH T I ETURA P ���L'1 r L PORTION OF THIS �l DRAWING G BE REFERENCED r i i Equipment, FOR oodse ti e , u � h BASE c, F . ....eft Supplies 1 Design N DIME and es NSIONS �COORDINATION N O OR CONS TRUCTION STRUCTION EFFORT , 2 1 S q p PP g 9 06 0 9 ALL DI MENSIONS ONS AND OR CONSTRUCTION C ION COO RDINATION MUST BE COORDINAT ED DIRECTLY WITH THE I I : I ; I :I - I+ ,.I UNITED EASTARCHITECTS DRAWINGS. THIS NOTE WILL BE REMOVED ONCE TRI ARK RECEIVES A FORMALN T FOR ONSTRUCTION _ ,I ARCHITECTURAL CTURAL DRAWING FROM THE CUSTOMERS i O ERS ARC HITECT. I _ I r , 1 I I ' I � 505 Collins Street P.O. Box 3505 South Attleboro M 2 A 0 703 P 508 399 6000 I _ _ F 508 7 1 I , t 6 3620 ; I I I n t markusa.c m o _ I _ , I I I \ 00 This document contains I .. O d I , 9 I I . confidential inf ormation,ion i I 0/41 , t s an 4 _ 1 4 _ , 0 :. I 4 O instrument o professional 4_ I f a o essional I I , service and the propertyf ., iII L, o : I od TnM rk: �., I a I a It shall not be used on , I - other projects r f t ecfs p 0 or the extension of this ro ect withou Tri , t Mark s p 1 t .� I I ( , .. wr itten approval. I I : t N Owner and all Contractors .�;to s to f.. 15 , check and verify e fY existing dimensions and con i i d t ons in the field before starti ng construction and tonoti fy _I TriM rk of,any ma terial or detail 00 I ➢ h 3 c " 9 an es. I GLasd , RA , CK 16 , I I 22r 4 NANA O Q I i D O 1Z PEVISIONS - - i , DATE , BY NO. DESCRIPTI I--- O N -16A ' P , I 'I I : 0 O 1 O I.I.. 2 r 17 I L„ .. 1 1 7 M : I — 2 0 i c S ( 7 18 ;, I e I _ 9 _ ( I I -. . hlaL3r. 19 O a I 0 1 , I ,I l o ,I I � �. O D CO I I ' II li s , I . I _ I I I I I I I 13 I I I I _ , u I I i ,2 3 � I I I I ' : t I I l I 1 . , I i I I -- _ I I I I i F D E V E WAITRESS I r 00 S R IC SS AREA LAYOUT � r I I , II , SCALE. 1/2 1 0 8 CD— I I 0 _ o I I — I 1 - 1 I 7mt _ . I I , , s I , , I I I _ I I l iilil iiiililll - I L ,4� I r IIIIII IIIIIIII I I III I I � ' - IIII IIIIIIIII 1 n O IIIII III III 4 4 I I I L , 10 I - - - - -— p I4-4 I I I - - _- I fl I-�- I I — — I I = 1 I� I I 1 , . t 0- 12 W _ ;W 0 J o O 1 N- �� 9 9 o z o� _ -cn_ W c� cV , o O o ao 0 AA N 030 PROJECT_ C NUMBER , _ io _ 19-2, 91 Nt — DATE: L-- J _ 0 82 72 019 g SCALE: AS NOT ED I DRAWN BY. APP ROVED BY. ` TRM AG I SHEET TITLE. I F 00D SERV ICE FOODSERVICE WAITRESS AREA ELEVATION F ON O D O SER VICE B E .. AR EQUIPMENT EQUIPMENT U MENT L Q MENT_ Q LAYOUT PLAN UI T_#2 N SCALE: 1/ _ 1 0 is 2 SCALE. 1/2 1 0 I , i SHEE T NUMBE R: F ,l -0 0, THIS DOCUMENT „ D CU ENT I WAS ORIGINAL LY I i R NTED ON A24 x3 6 SIZE SH EET I i I l - LI: I t � ir iMark esi n Supplies and D 'Foodscry acc Equipment, g _ Su PP I 1 I , UNI TED EAST , L 13 I I I I I 1 I: I I_ , I I , I 1I ..1 505 Collins O Street P. . Box 3505 ,I : , a ,t L _ South Attleboro MA 02703 P 508-399-6000 ,F 508 761-3620 NOTE. :THE UTI LITY Y SCH EDULE L E BELOW W ISn "PR ELIMINARY YO ONLY" AND ISSU SUBJECT T _ CHANGES ANG ESDUI DURING THE ONGO ING ,I, tr. markusa.coin I t. I Pi ll _ I I.t D ES I G N DE VELOPMENT PMEN OF T H E P RO,JEC T. FI NA L F.S. DRA WINGS INGS :WILL BE ISSUE D ONC E THE PROJECT HAS, B EEV I , I , This do cument nt contains WITH OUS confidential information, i an ., instrument i m nt of professional ,Service, and the property of ... .%. TrlMart k: I shall not be used on ' r for the extension ' other o , projects ofths project ro ect without Tr iMark s „ _ . II written approval. L - I I I I ,I , I I . I I I I K , I n r tors to I Owner,and all Co t ac 1 , check an d verify ex isting 9 UTILITY SCHEDULE fY U _ n conditions In dimensions and , ' the field before star ting n 9 , , : s1 I E c on tru ction and to noti fy - PLUMBING Tnmaterial arkofanY or d e ta II v k ,I, I changes. n es. ca K. d fa. .. : _ITEM NO.- VOLTS a l , �. REMARKS 1 . _ MBTUH C HW IW DW GA S W C ONN. N EMA W P HP K MODEL PHASE AMPS .:.ITEM NO. O T Y ITEM-DESCRIPTION IPTION MFR _ REV `I HUT OFFS:V AND 1: AF VALVE E L R WITH R F E AIR DISTRIBUTOR 2 REGULATOR KIT A S � )KIT 4 FAUCET,CO ANTHER DISPEN SING T U LEFT,P YLE DI N THE E ST�. UNIT O ,-. CONDENSING / DOORS CO � ) 15P WITH SOLIDS S REVISIONS 2 I 1 2.5 1/4 DR 5 w D 1 0 PE RLICK D S60 1 `.: DRAFT T BEER COOL ER . ::, ,. 1 1 r:, DA:TE , BY N0. DESC RIPTION L ` 1 3 -- 12 ' 2 1; HAND SINK PERLICK TS HSN 3/8 /s 1/2 .. r. _SS6 _24 BOTT LE WEL LS,SODA LINE CUTOUTFOR COCK AIL STATION N#7055 -265A ON TH E LEFT SIDE 3WITH 10 CIRCUIT COLD PLATE 24„SPEED WITH LOCKING COVER, 3 PASSTHRUICE BIN PERLICK SS241C10 1 N 45 I, I `i 45 SPARE ARE NUMBER. .CUSTOM SPARE 1 ' E 6 COVER IT ON THE WITHSTAINLESS D STAINLESS TRIM.CO NDENSING ING UN E LEFT T WITH GLASS DOORS AN S DR 5-15P WT 2. 1/5 . ; . 120 1 5 I D PERLICK BBSN52 1 CABINET,REFRIGERATE PE a BACK BAR C T 1 . ` 1/2,. WITH 10 CIRCUIT COLD PLATE,36 SPEED AIL WIT H LOCKING COVER, #BWf6_24 BOTTLEWELLS,SOD A LINE CUTOUT_ R COCK TAIL STATION#7 55 265A ON THE LEFTSI DE 7 1 ICE BIN PERLICK TS241C10 8 I '.< 3/8 38 „ 11/2" 1 HAND SINK PERLICK TS12 S 1 r t t 9 f fl fl ,s d 1 9 SPA RE NUM BER CU STOM SP ARE 10 10 1 GLASSWA HER HOBART LXGER 2 120/208 240 JBW 314 58 1/2" 1-1/2,, 11 11 1 GL ASS RACK PERLICK 7055A-D I 1 NPRIOR TO ROUGH-INS.: 12 I ALL VERIFY DIMENSIONS AND UTILI TY REQUIREMENTS ANK AL HALL VE Y D CO T RADE S S BA IN BOX RACK AN 2 2 SODA GUNS G CONSIST OF , 1 .0 D R 515 P , 1 5 120 I I A Y OTHERS I B O ,. NIG � I SYSTEM � � 1 SODA S I I 1 SO I. ,. 13 u a , i 15P , _ 1 .2 DR 1 , 1 F L MD2 24R 100 240 BOTTLE DISPLAY , PERLICK r, , LIQUOR O 1 3 1' O 14 <100 240 1 DR 1-15P LIQUOR OR BOTTLE DISPLAY. PERLICK LMD2 48C 1 4- 1 IQ 15 - DR 5-1 P 15 1 REACH-IN REFRIGERATORHOSHIZAKI R1A_FG 115 1 4.7 /4 1i L ,I I,, I,. I - I l I 16300 SERIES S/S CONSTRUCTION,99 X30 36HGH,5 BACK AND RIGHT SPLASHES, IN FRONT OFSNK,GLASS STORAGE RACK ON THE LEFT,OPEN BASE ON THE RIGHT 28 WIDE ,- 16 1 SERV ICE COUNTER TRIMARK UNITE D EAST FABRICATE ry i I 16 A 1< Q DI IN 10 1405-SSLR _ ` S K 16A 1 DROP-IN P IN SINK JOHN BOOS PB 6 1 B .._ 12 _ 16 B 1 DECK MOUNT FAUCE T T&S BRASS B-0325-CR M 17 L 1/2 „ 1-1/4" - 17 1 ICE&WATER.DISPENSER RANDELL 9515 18 ,� 5-15P 1 `2.5 16 DR U 2iA 115 Q� 18 ,1 UNDE RCOUNTER RE FRIGERATOR HOSHI ZAKI R - ', 19 REQUIREMENTS PRIOR TO ROUGH INS. ENSIGNS AND UTILITY REO S PR O X X X AL L TRADES SH ALL VERIFY DIM Q. BY-OTHERS X X WE NICLLJ 19 1' COF FEE BREWER CC AS REQUIRED. 2 0 G.C.SH ALL PROVIDE WALL BLOCKING O .. SH ELVING, VING WALL MOUNTED D JOH N BOOS BHS1696-16/3G4 W 20 2" �, W, - J 21-25 _ E NUMB ER CUSTOM SPAR E 1: \ SPAR 21 25 I I _ 3/4 NOT SHOW N ON PLA N 26 B 108 120 1 4.2 1/4 DR ., 5 15 P D PERLICK B S BACK BAR CA BINET, T REFRIGERA TED P 26 1I , W SHOWN N PLAN �/� 27 O _ 3/4 NOT O 1 7.5 DR 5 15 P 1/2 _ vJ 115 i . 27 1' ICE CUBER WITH BIN HO SHIZAKI M 2006AB O O` . 28 „ T HOWN ON PLAN _ NO S _ ,2 8 230 1 12.5 J BW 1/2 3/8 2 3/4 E U B R HO SHIZAKI KM 1100MAJ 0 28 1 IC C E PROJECT NUMBER: C U 19 291 DATE: 08-27-2019 SCA LE: NTS DRAWN BY: APPROVED BY, A ' TRM G SHE ET TITLE: t I a -- -- - -_ _ FOODSERVICE - I , L I , I i 3 I ,, r I h ,r I i . EQUIPMENT G ,I: I , , I I ED 9 , SC H LE U u is Y A r 1 I ....: .. U SHEET.NUMBER: 1 a ,,.. ALLY PRINTED ON A 24"x 36"SIZE SHEE .THIS DOCU MENT WAS ORIGIN T `i . I \ . / / / Top oj6c4_,4ol EQdnk — / //%/�/ = 7_ —J - - - - - - - - - _ LTdwn,e�fini1lony — // // /� — _ — — —2_0' Tim s oVU _ \ \I 1 , Top of. Coastal,-5ank ' J/ / / / _ _ — _ - - - - _ / / - —�� 11 11 / PROPOSED __VENT & I / StatJ .C�f' ,itian //�� //� / �� - - - _ - - - - - - - _ / \ 1 AIR SUPPLY/ V). / / / // /� — — — — — — — — -.a \ 1 1 FOR FAST SYSTEM l\ \ 6 CONC. fiAD PROPOSED FAST SYSTEM Sandy A \ / Play Area _ _ li� \ \ � " 1 D-BOAC/& PIPING goovse (SEE SHEET 6 OF 6) / L \ \ \ \ 1 1 � PROPOSED / _ Wood Deck \ STAGING / � � •\ . .•,!1\ AREA I HW(APPROX.) / /// / / // M ///�j / / bnc \ 1 Sty w f }} ll \ .......... .... 1/ / / // � / // Wfalrs � C'ubhouse \ �- I'`' -- 12,0Om ... 1 \\ ..1......... \\ /a ... ..... .... .. ..... tpo �ecko d � ���� i/i 1� J � � // / / / / •'// / / Lawn Beach GrossArea Top ,of Coastal Bank / //i%/ /! — !� //'15 Town & State Definition) / \ at'° 7 w/Stnn Hall 2 fff Flood Zgne Lines os Shown � � — � /j///�/ dp/o jC�a�tUl �afi1v on FIRM Pagel # 250001 0018 D \ / y� Q e o' n/s -7- - C os a �6, s/ao J -80 -�-0-To -e-initiO Sp°f \ \ 30 i / — a _ 81 WALKVi OV -� _10 / / / / ` �� 0/�cam/ //�/ // / / — — — — •T PRO' S-SMHi SP ORS /3g/ - ; GPE / 15 ✓ / % o W /cj�P / / // _ / _ o �' C ///// // j/ / / / / -- •-,,,.-� ) _ � �F-G — — f�F \ "�' PRO. 1 \ \ \\ \\ S RGN I \ BIT. WALK l \ \ . \ \.,, / / " �..�../..... ••/ /// // ADO F OBE I ' -16 OR 1 \\\\\\ \ \ Law so ERED P \\\�\ \�\ K'W �Yp \ .\ I I / / / / 'lee, gO\JE S c / I / va ITIE TNE // ► / RE/ ACE , POLE yawn ,, �� � � �\ � / / ••y. �•/• • l / / � / / � / / / / / l \\a\a\\\ - DP OPRIP N PO ear WALK 2p / / /•!./. . / / / / / / / / / "a���aa .- M �0.- ED PpP NNECTIO / / SYS1E ND S o 1------------------------ / T10� R OP � u S E . •-- - - � . .-- • / ' / /pR0/ / /// / / II II I ---�w — \ \ � / ` .• S'°fe p° �\ � / / / // / / / l / / / / RRIGP• •EMOv p IF P N� p •. a� —1P3 �/// I 9 pI,PGE 'EO 40' A \ o Se RE TURg '. C DI �MENT N' \ \ / / / / / // L• oo� I I (o P PR NEC --. / � � pE NN / , // I °h \ FIRE E �o / 1 Lawn DpIP \� le I ' r • -Legend: , ` \ \ � \ e \ Jr \ \ \ � I a \ \ \ 2 \ \ — — — J / // / / f �- g�T ORC ' \ 1 / / / / / /. / / L P � S_ � .-•COVERED ..���i _ / \ � N � N 1 f � / r`.1 1 • I 1 � II \ 0 Drain Manhole \ \ \ \ \Fa eel Sewer Manhole Q I - © 'v Water Manhole \ e 'enf�� \ / ' / / / / / / // / / / // / / — Misc Manhole ® Catch Basin \ \ / / / / / / / / / / / I /go. ® Drain \ \ \ \ \ / — / / / / / / / / / / / / / / / W PLK/ 7 I I °fete cu 179/10 Hydrant \ \ \ \ \ \ — — ✓, / / go/ / / / // / / / // / / pRo• // °n \ 004* El CB/DH \ \ \ \moo N� �28\ — — — — — / / / / / / / / / �P1 — OPO P\JIN6 I g;t. 5 \ \ �Pr efe� 5r09 O PK nail \ \� \ \ — — — / , / / / / / / j / / �� / P�NOUS P \ / / ` / l \ ` Q\o -0 Guy \ '� \ / - - i / / / / / / / — \ /gI1UMl / / W cJ I ° 9r \ \ \ \ O Utility Pole \ \ \ \ — — / v `\ J ayBlcv \ i.•'/ \ -ohw— Overhead Wires �c'� \ \\ I / / / / i ' / '' �/ / / /L / j \ / / ester Deciduous Tree I II \ / / / — / / / / / / j/ / — / �J de/p any ....... / E\f5ti • \ 1 SED G Cl) / / ee� \ / Gf Coniferous Tree I \ // / / i J / / pROpO pp jING W ''..- 1 �/ / / tUMINO l -a- Sign I I 30 / Light Post I I / / / / / / / 7 © Gas Valve I I / / / / I O log °5 W / Edge ® Water Valve // ��• \ \ �5 '-• / �D —w— Underground Water Line / ( / ,5�2. Benchmark: \ w �.--_'-_.'�....... •� g / 1 O` / / / I / 1 ��358�0� H dran t Ta No, n — _ \ m -e1ec— Underground Electric Line y — I I 3 / 32— V� NGVD'29 \ 4 —tv— Underground TV Line 1 CO / / / 1 I / w 5'S8�• I I 3 —tel— Underground Telephone Line // / I I \ % I/ \ ah R,362000 1cv Irrigation Control Valve / / setbock _ 3 Notes: 1) Utilities located on 2113104 / / �� �r �� I \ 1 \+ .A OL11 ,.--.M ��� Bit. c°rtP°th e marked b Comm Water & Ori Target. I l 13 �t o ° i ,r�e as ma ed y / g / I I I 1 S h \ �e / / r / 2) Irrigation & water to tennis clubhotrs�e/ l I 1 ' \ I ohw & childrens camp are not s4 l WMH7 I / \ --ohw R=33.3'W 179115 \ 16 w =34.0' ` — \ ice a. �OF P{?, ohw / /' I w ' irWaY c{ 179/17 ohw ohw 56.3�'31" `Qf N r K" " I REVISION: Add FAST System. 10,3104105 6 N 537 31 E / / o � :1p3•oo' NOTES: PREPARED FOR: PREPARED BY. T/TLE Site Plan 1.) The property line information shown was Oyster Harbors Club, Inc. Sullivan Engineering, Inc. Cape&j V Proposed Improvements � compiled from available record information. 1 Grand Island Drive PO Box 659 7 Parker o" od pp o Osterville, MA 02655 Osterville MA G2655 Drainage, Septic, & Utilities Zoo 2.) The topographic information was obtained Oyster Harbors MA R�19�68, from on on the ground survey performed on (508)428-3344 (508)428-3115 fax (508)420-3994 (508)420-3595 fax At PSul1PE(gool.com or between 11/NOV/03 and 27/FEB/04. Jam+ capesurvOcopeccd.net 1 ,70 Grand Island Drive 3.) The datum used is NGVD '29, a fixed mean sea level datum. 30 0 15 30 60 120 Draft: JOD Field: MDH/WHK/RRL Sarr�Stahle Castel- Harbors) Mass. Comp/Review: PS Comp/Draft: WHK/MDH/Rf'L DATE: SCALE: Emommms Job # 97049 Job # C465.1 January 5, 2005 1 30' 11 = I SEPTIC SYSTEM EVALUATION / DESGIN SEPTIC NOTES DESIGN FLOW 1.Water Supply For This Lot is Municipal Water. 2.Location of Utilities Shown on This Plan Are Approx. F.F.EL.40.0 430 Seats @ 10 Gallons Per Seat=4,300 Gallons At Least 72 Hours Prior to Any Excavation For This SEE NOTE 4(TYP.) Project the Contractor Shall Make the Required F.G.EL.36.0 F.G.EL.35.2 SEPTIC TANK Notification to Dig Safe(1-888-344-7233) 150%(4,300 Gal'ons)=6,450 Gallons 3.The Contractor is Required to Secure Appropriate "EX. Existing 12,000 Gallon Tank is Adequately Sized Permits From Town Agencies For Construction MAN EE NOTE 4(TYP.) Use Existing 12,000 Gallon H-20 Septic Tank Defined by This Plan. HOLE EE NOTE 4(TYP.) EXISTING PIPE(TYP.) H-20 F.G.EL.29.0 F.G.EL,22.4 ) EE NOTE 4(TYP.) D 7� 4. Install Risers t0 Grade For All Proposed Structures. F.G,EL.23.0 G.EL.20.7 GREASE Till\ Install Risers to Grade For All Existing Structures 2° 15/35 X 10 Ga, Except Existing Manhole. Risers For Existing Manhole �EI.29.8 EL.2s.2 LINE ( ) ( (.lons Per Seat)x(430 Seats)= 1,843 Gallons to be Set NO Less Than 6"or More Than 12"Below Grade. B.F.EL.29.4 -� Existing 1,500 Gallon Tank is NOTAdequately Sized 5.All Structures Buried Four Feet or More or Subject EL.29.6 PROPOSED PIPE(TYP.) EL.27.0 PROPOSED Use 2,500 Gallon H-20 Tank (sea Note E 2500 GALLON 26 EL.20.2 EXISTING PROPOSED TOP EL.19.4 to Vehicular Traffic to be H-20 Loading. L PRO. 6.Proposed Septic System Components to be GREASE TRAP 12,000 GALLON EL.20.o EL.19.8 LEACHING AREA Installed in Accordance With 310 CMR 15.00, 5,000 GALLON TANK EL 1 .6 H-20 SEPTIC TANK EL.194 D-BOX FOR FAST SYSTEM L I SEE NOTE 8 : H-20 H-20 SEE NOTE 1> H 20 ExISTNG Existing Fields:2 @ 12'Wide X 110'Long X 4'Deep Latest Revision and the Town of Barnstable Board of SEE NOTE 9 (SEE BELOW) S T EL.18.4 LEACHING Sidewall Area=2(122 X 2 X 4 X 2.5)=4,880 Gallons Health Regulations,&248 CMR 2.00. SEE NOTE 10 CHAMBER Bottom Area=2(110 X 12)=7,520 Gallons 7.All Piping to be Sch.40 PVC Unless Otherwise Noted. H-20 BOT.EL.14.4 Total=7,520(Gallons 8.The Inlet Tee Shall Extend to the Mid Depth of the Tank. The Outlet Tee Shall Extend to Within 12" Use Existing Leaching Fields of the Bottom of the Tank. 9. The Inlet Tee Shall Extend 10"Below the Flow Line. i NOTE: Design Based on 1978 Code. See Sewage#95-844. The Outlet Tee Shall Extend 34"Below the Flow Line. DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM GROUNDWATER EL:2.5t Upgrade of System is NOT Required Per 310 CMR 15.301(5). 10. The Inlet Tee Shall Extend 10"Below the Flow Line. PER T.O.B.GROUNDWATER MAP 11.D-Box to Have a Minimum of 150 Gallons Capacity. NOT TO SCALE 12.Recycle Pump to be 0.4 HP. INSTALL BLOWER-„THHOOD SpeciFications . For HighStrengthFAST 4,5 Wastewater Treatment System lA'MESH SCREEN / SEE NOTE 1 304' (SEE NOTE 8> ': � / ,:•,;,.,:,:, ,,.. ... ,>..... _ ,..,.,.•, - ..,-_ _ elevation roust be higher (5 cm) higher. Moximwm free or unrestricted ANCHOR BOLTS BOLT LEG EXTENSION 1. GENERAL water and Its etev (o , cm) FAST AIR LIFT The contractor shall furnish and install (1) than the normal flood level. A flow with a 6 inch effluent pipe is 260 GPM NON-CORROSIVE SEE NOTE 2. TO ORIGINAL FOOT. 2"DIA 10'DIA -� HighStrengthFAST 4.5 treatment system as CLAMP EVERY 2 FT GASKET GASKET SEE NOTE 1. ' OBSERVATION VEN77NG PIPE LIFTING HOLE - Y two-piece, rectangular housing shall <984 LPM) or 130 GPIM (492 LPM) with a 2.0 PORT (SEE NOTE 5) manufactured by Bio-Microbics, Inc. The be provided with tamper-proof screws. design safety factor. NON-CORROSIVE treatment system shall be complete with all The discharge air line from the blower CLAMP EVERY 2 FT // _ su lied equipment as hown on the drawings / SEE ' ORIGINAL NOTE 4 ORIGINAL O PPs 9s to the HighStrengthFAST shall be Wastewater treatment systems work _ FOOT F007 and specified herein. provided and installed by the best when influent flow is delivered as RISER RISER a' SCH a0 contractor, consistently as possible. FAST systems 3' AIR 7.25' PVC PIPE The principal items of equipment shot( include 3' AIR SUPPLY TOP OF TANK PLUSH WITH ;` -„ have been succesevving designed, tested BOTTGM OF CONCRETE un �. - FAST System Insert, leg extensions, blower 6, ELECTRICAL SUPPLY LINE _. 3.B75' AIRLIFT 70 AIRLINE and certified nfkueen ow. H WITHIN 1-vz• •? ;• ats:.5• nssembtyr blower controls-nod alarms. The 'The electrical source should be within _ g g y' LINE Cur SEcriDN INFLUENT WASTE CONNECTION (105.4t1.3-) demand based inflU2Pnt flow. However 12 3'DIA PIPING MIN FROM SETTLING TANK 24' DIA HighStrengthFAST 4.5 unit shall be shunted 150 feet Of the blower. Consult local - •� (30.Scn> SEE NOTE 3� FALIDRY SUPPLIED SEMI-FLEXIBLE AIRLIFT BLOWER PIPING MANHOLE/OBSERVATION When influent flow ITS controlled (either GASKET GASKET B RUBBER (SEE NOTE 2) ELECTRICAL within a 4,219 Gallon (15971 L) minimum tank, code for longer wiring distances. At[ TO AIRLINE CONNECTION V/3-DIAM.S.S. PORT (TYP.) r - by pump or other means) to the FAST - MPT END FITTING AND U-JOINT BRACKET. GASKET CONDUIT as shown on the plans. Settling tank(s) wiring must conform to code. The system to het with highly variable flow ANCHOR BOLTS MEN-CORROSIVE CLAMP EVERY 2 FT.MIN.. (TO BLOWER equalling 1/2 t0 1 X.doll f10W must be used input power required for the blower is y P g Y PLAN VIEW (SEE HSF 4.5X DWG) CONTROL - q g y P q conditions, then multiple feeding events LI /-SEE NOTE 2. SYSTEM) prior to FAST, Tanks) must conform to 230 Volts, Single Phase, 60/50 Hertz, should be used to Ihel assure even SEE NOTE 3. B ' local, state, and all other applicable codes. 11,5 Full Load Amps, minimum wire size is P (2l Fl cm flow, optimum performance, and reliability. NON-CORROSIVE CLAMP LEG O The contractor shall provide coordination 10 A.W.G. (Locked Rotor Amps are 67), EVERY 2 FT,MIN. FAST AIRLIFT 6 PROVIDED 12' 4• DIA FAST AIRLIFT t SUPPLIED LEG EXTENSION r FAST® between the FAST system and tank supplier or 508 Hertz, 60 Volts, Three Phase, SEMI-FLEXIBLE AIR LINE SUPPLIED SERA EXTENSION with re 10. WARRANTY 6' OBSERVATION PORT 10' DIA VENTING PIPE TREATED Bard t0 fabrication of the tank, 60/50 Hertz, 6.6/3.3 Full Load Amps, CDNNECTIC'N W/3' DIAM.S.S.` AIR SUPPLY FLEXIBLE AIRLINE MODIFIED LEG 1.5• lT, <OPTIONAL) EFFLUENT installation of the FAST unit and deliver to minimum wire size is 10 A.W.G. (Locked The manufacturer of the HighStrengthFAST 4.5 MPT END FITTING. CONNECTION V/3' (SEE NOTE 3) (3.8cm) (-43cn) •4,219 GALLON - Y DIAM.S.S.MPT END EXTENSION WITH a1. 's.5 the ob site. Rotor Am s are 54/27), All conduit and treatment system shad warrant for OPTHINS MIN. LIQUID J P FITTING. 4' PVC PIPE 7, «o5.atl.3cm) wiring between the electrical control eighteen months from the date of 4 - CAPACITY (TYP) ;. 2: OPERATING CONDITIONS panel (optoinal), the power supply, and the shipment or one year form the date (SEE NOTE 5) (21293L.) 7 (TYP) ^- The HighStrengthFAST 4.5 treatment system blower shall be furnished and installed of start-up, whichever occurs first, c NOTES 49' shall be capable of treating the wastewater by the contractor, that the equipment they provide will ' 1: SECURE ORIGINAL T X T FOOT TO LEG EXTENSION BY t124.scm) be free from defects in material and produced by typical family activities (bath, PLACING TWO (2) SCREWS IN EACH SIDE OF THE LEG. INFLUENT WASTE TREATMENT Ct O laundry, kitchen, etc.) ranging from <18) 7, ALARMS workmanship. FROM SETTLING ZONE y' g g EXTENSION. EIGHT (8) SCREWS PER FOOT ARE PROVIDED «ozcm) eighteen to (63> sixty-three persons and The alarm system shall consist of a AND SHOULD BE USED ON EACH LEG EXTENSIONS. FASTO INSERT FASTOTREATEn q1, :> TREATMENT FASTO MODULE not to exceed 4,500 US Gallons per day visual and audible alarm to indicate In the event a mechanical component fails to 3'(7.6cm) (By III EFFLUENT (1191c^) -� ZONE BY BID 5' (17033 LPD), loss of power to the blower and/or perform as specified or is proven ® ® 2. ANCHOR CORNER LEG EXTENSIONS TO BASE OF THE TANK 42I9 GALLON - - , .• ,_ .. ._.,-„ _ •, ,, high water level, A manual silence efective in service during the EXCEPT THE CENTER LEG EXTENSION. PLACE BOLTS • •" -� '-' •'�' - warrant period, the manufacturer MIN.LIQUID ' `'� - -" " "" ' "" "' ` """`' ""' `' ,• SWItCh is included: Y P AT OPPOSITE CORNERS OF THE LEG EXTENSION CAPALCI S A shall repair or replace such defective 36` ® ® BASE. IF ELONGATING THE LEG EXTENSIONS PAST 45NOTE)lOEE LEG EXTENSION 15' MIN. SEE NOTES 6 6 7 I rhid PVC,e FAST media Shall be manufactured of SEE NOTE 5 <3ec^) SEE 77'3,5' (195.621.3cm 79'*.5' (2o0.7m1.3cm and it shall polyethylene supported by the pylene e INSTRUCTIONS AND ❑PERATING paas. ( ost of labor on (91cm) 8. 23' (58.4cm) IN HEIGHT, THE CENTER LEG EXTENSION repair/replacement is not covered MUST ALS❑ BE BOLTED DOWN. ANCHOR BOLTS ARE under this warranty.) The replacement CONCRETE NOTE 4 I56' polyethylene insert. The media shalt be fixed All work must be done in accordance Y• P BASE NOT PROVIDED. or repair of those items normally c31561 p position and contain no moving or wearing with local codes and regulations. 4' 3. TO ELONGATE FOOT PAST THE PROVIDED O CUT consumed in service such as air filter, r parts and shall not corrode. The media Installation of the HighStrengthFAST 1 THE 3.875' DIAM. LEG EXTENSION INTO TWO NOTES shall be designed and installed to ensure 4.5 shall be done in accordance with etc., shall be considered as part of - g routine maintenance and upkeep. �{ EQUAL PIECES. THEN CUT A SCH 40 PVC PIPE 1. BLOWER PIPING TO FAST MAY NOT EXCEED 100 FT BASE. IF ELONGATING THE LEG EXTENSIONS PAST 23' 9. COPYRIGHT (C) 2005, BIO-MICROBICS, INC. that sloughed solids immediately descend the written instructions provided by _ P p• TO THE DESIRED LENGTH AND SLIP THE PIPE OVER UNIT WITH (30.5 m) TOTAL LENGTH AND NO MORE THAN (58.4cm) IN HEIGHT, THE CENTERLEG EXTENSION MUST through the media to the bottom of the the manufacturer. Operation manuals CONCRETE BASE FOR THE TOP AND BOTTOM CUT SECT I 4S ZF THE LEG l0. SETTLING TANKS EQUALLING 1/2 TO 1 X DAILY FLOW Septic tank. shalt It is not Intended -that the 3'MIN fIR PIPING 4ELBOWS IN TH EPIPING SYSTEM <@I00 FT). FOR ALSO BE BOLTED DOWN. ANCHOR BOLTS ARE NOT p all be furnished which will, include a � BLOWER HOUSING � EXTENSIONS. .� ' DISTANCES GREATER THAN 100 FT - CONSULT FACTORY. PROVIDED. SEE DRAW(,NG HSF 4,5 X. SHOULD BE USED PRIOR TO FAST. - d"e cription of installation, operation,- manufacturer assume resoonsibility for BLOWER BASE MUST BE ABOV FLOOD LEVEL. 4. BLOWER f ',,system maintenance procedures. coot"=ant liabilities or conseauentinl ELE RICAL-" NOT 4. ATTACH PIPES WITH STAIN' STEEL SCREWS. 6. TO ELONGATE THE AFOOT PAST,-- - PROVIDED-PROVIDED 12' 11. FAST TANK MUST HAVE:A MINIMUM OF ONE ACCESS PORT NOTES Th Hi hStr n thF ST 4. It 'e shall be a separate manual for dam >4f any manure resetting from THE BLOWER HOUSING E UP IF LEGS ARE EXTENDED Pr• d',USE OF SCH 80 e g e g A 5 unit sha come p 2. BID-MICROBICS REQUIRES 'IPING FROM BLOWER '-1 FOR PUMP OUT. MORE THAN ONE IS RECOMMENDED, clef. )in desi n, m"iaterial or - OF A SEPARATE TOP i, D A PIPE IS RECOMMENDED. <30,Scm) EXTENSION, CUT THE DIA. (9.8cm) LEG equipped with a regenerative type blower !�installer, service rovider, andg N TO TANK BE GALVANIZED 1 41NLESS STEEL 7.ALL APPURTENANCES TO FAST®CONFORM SEPTIC 5..1 ,90LES FOR LIFTING THE FAST®LINER ARE9 YP P �4' BOTTOM PIECE. G`J EXTENSION INTO TW❑ EQUAL F J NEXT, CUT , > _ owner, tailored to each. work;,-�:dship. or deloays in delivery, i - S. THE AIR SUPPLY INTO THE FAST T 12. ALL APPURTENANCES TO FAST (e.g. SEPTIC TANK, i TANK, PUMP OUTS, ET MUST CONFORM T❑ ALL SG,-,-tIED. CONTRACTOR-SUPPLIED SPREADER BARS ARE 1 cnoable of delivering 165 185 CFM. The ,., �� S ®UNIT MUST BE PIPING INSIDE TANK TO FAST AIRLIFT MUST BE OF A 4 SCH 40 PVC PIPE TO-THL'`s,c'SIRED LENGTH AND ,. _ replacement or othTerwise - r_ _ c-ci, .,, - L;. c PUMPOUTS, ETC.) MUST CONFORM TO ALL COUNTRY, COUNTRY, STATE, PROVINCE, AND LOCAL CODES. TO BE USED IN LIFTING THE UNIT. PLACE SPREADER � ..,.,;..blower assembly shall include an inlet filter � � -)I I S,-.,..RC.. S❑ AS 10 PREVE.,T D:aMAG.. FROM PIPE i NON CORROSIVE MATERIAL. DO NOT RUN GALVANIZED SLIPTHE.PIPE OVER THE 70P CUT SECTION AND THE _ _ _ , v c - - m BARS BEi WEEN LIFTING Hni_ES. •:. � - --- -. ' • �.;(i"„ ..eta. Fit cer-element. ,. LC & .P� S-�•,JC-' -. - V iHK,4l ILN. UNIT.IS SUFr LIEU W! 3 ,,, - PIPE LENGTH INTO TREA.N.ENT TAN._ SEE ALSO NOTE ,. 9077 M CUT SECTION Of THE LEG E`!TENS'.pN, ATTACH STATE. PR....VINCE AND LOCAL CODES. . -2.SETTLING TANKS EQUALLING 1/2 X TO 1 X - Each FAST module is provided with n - ; T CREWS: EQUAL - ... I 5 ON HIGHSTRENGTHFAST 4.5 X DWG. PIPE ITH PROVIDED STAINLESSSTEEL S � P .. SEMI-FLEXIBLE AIRLINE CONNECTION: WITH/ SS UPT •rn„ DAILY FLOW SHOULD BE USED PRIOR TO FAST. 6. BI(?`;•ICROBICS REQUIRES THAT PIPING FROM BLOWER standard (4) four inch effluent pipe I BLGWER HD!:SING _ r , ELON(ATIDN MUST BE DONE ON H LEG WHEN THE ,- 35.5 END FITTINGS P. U JOINT B CKE HIS CONNECTION 3. BLOWER CONTROL SYSTEM .av,- ID-10 INC. PROVIDED 12'.IS INSUFFICIENT ''; T NK BE GALVANIZED N STAINLESS STEEL. INSIDE 5: REMOTE MOUNTED BLOWER r and gasket. The maximum, free or 7 (90 m) DIM N EXTENDS APPROX. 33 1/2 1' ';IVE LINER. 3.PRIMARY AND SECONDARY TANKS MAY BE ONE 0 FAST AIRLIFT CONNECTION MUST BE The blower inn e n '�stricted flow with a four inchPRODUCTSE SIC b mounted remote with no DRAWING HSF 4.5 X. '' IN THE INTEREST OF TECHNOLOGICAL PROGRESS, ALL PRODUCTS ARE IN T' The OF TECHNOLOGICAL PROGRESS, ALL PRODUCTS ARE Y (. - lr N7ERES7 OF 7EECHNOI_OG[CAL PROGRESS, ALL :ARE SUBJECT - t DUAL COMPARTMENT TANK WITH A BAFFLE. 1, NTO IVE MATERIAL. DO NOT RUN GALVANIZED 4. <11) ORIGINAL FEET ARE O: BASE OF THE FAST i I SUBJ. DE A MAT A more than 100 ft (30.Sm) of piping and no eat I e 15 90 U.S. Gallons er ( TG�GN AND/OR MATFERIAL CHANGE WITHOUT NOTICE. �-/ - IN THE INTEREST OF TECHNOLOGICAL k --'SS,AL PRODUCTS TREATMENT MODULE. EACH :XTENSION IS TO SUBJECT T❑ DESIGN AND/OR MATERIAL CHANGE WITHOUT NOTICE' NOTE, MINIMUM COMPARTMENT DIMENSIONS P1Pe'INTO TRa_ATMENT TANK. 0 SIGN ND/OR MATERIAL CHANGE WITHOUT NOTICE. p p g �,_u P P P L ODUC S ARE SUBJECT 70 7,IF LEGS ARE EXTENDED PAST 48, USE OF SCH 80 OR more than four elbows, from the minute (341 LPM), or 45 U.S, GPM (170 DESIGN AND/OR MATERIAL CHANGES VITr UUT NOTICE. TBE HEATTACHEDPROVIDE 70 ITS CORRESPONDING FOOT WITH STRONGER PIPE IS RECOMMENDED. - Dote - - REMAIN THE SAME. - - Date - ,i -0 THE PROVIDED HARDWARE. SEE HSF4.5X DWG 7,COPYRIGHT (C) 2005 BIG-MICROHICS, INC. BIOS HighStrengthFAST unit on a contractor LPM) with a 2.0 design safety factor. 8.RUN VENT (10' DIA) TO DESIRED LOCATION AND COVER BIO MI BI High Strength FAS 64.5 F 4.FASTO TANK MUST HAVE A MINIMUM OF ONE MI 12 BI $ supplied concrete base. The blower must An optional (6) six inch hole and BID- I� BI BI0- 5. ANCHOR ALL' LEG EXTENSIONS TO THE HOSE OF THE �rlrea ACCESS PORT FOR PUMP OUT, MORE THAN ONE HighStrengthFAST®4.5 P not set in standing gasket can be utilized on the some HighStrengthFAST®4.5 S I� M R ICS TANK EXCEPT THE CENTER LEG EXTENSION. PLACE WITH 1/4' MESH SCREEN. VENT MUST NOT CAUSE f'� HlghStrengtlTFAST®4.5 X EXCESSIVE BACK PRESSURE. 1.-8OO-7S3-FAST 3278 IS RECOMMENDED. 1-800-753-EAST 3278 centerline dimension or up to 2 inches 1-800-753-FAAST 3278 56.5' BOLTS AT OPPOSITE CORNERS OF THE FOOT EXTENSION ®--- „,..,,, m..-,.,,"„�.•,zom m,,,_,,,,.,d,,,,�„ (14acm) 1-800-753-FAST 3278 BMI °r BMI HMI o.F�> :ffi"�°. '"°a"A^�. ° ."nr BMI 1 1/2"BITUMINOUS SURFACE COURSE _.................................................-...-....:...-...:........................... 1 1/2"Sri UMINOUS BINDER COURSE LE BARON MCIDEL l[RI 0 LE BARON MODEL LF248-2 M-H.FRAME'.F COVER FRAME&GRATE(TYP.) .TO WITHIN 12"OF F.G.(TYP.) ' r r / 12"GRAVEL BASE COURSE (SEE DRAINAGE ELEVATION CHART) - - ).- �>`- �>.- >..� )..- ).- ).- ).- ).- ).- � I i'�i'�'i;t�-�'I I�TI I_"�Fi-iI'. -I 11_i n II I i •-I I-u i I I I I (� I -1I-I I- .i i ..I I..I'` CONTACTED SUBGRADE NOTE:ALL COMPONENTS TO BE H-20 LOAD CAPACITY PAVEMENT DETAIL 6,n� N ONC.RISER OR ROJECTION MORTAR SHIM Q PERICx&C MORTAR SHIM Not to Scale n (TYP.) AS REQUIRED(TYP.) AS REQUIRED(TYP) 2-1 1/2"D ° FILTER FABRIC(7YP.) DRAINAGE ELEVATIONS HOLES , RIM INVERT SIZE (TYP.) 2%(TYP.) _-y n _:._ "OF PEA STONE .) 12" oPROP(`SED BITUMINOUS n HOPE PIPE r x- - 12" 7", CB 1 34.8 30.4 4'ID p; (TYP.) ° HOPE PIPE ...,,�,t t ;t x,a ' Pn1RKINC AREA i' � r .• (TYP.) _ i Y CB2 34.8 29.9 4'ID g)0STWGGRADE�- -v iN ^ ,-{ <{• , 013 ® ® CB3 29 0 27.0 DB t,,. PROPOSED SWAIE _ - '.PLANTED WITH NEW ENGLAND EROSION . ® ® ® ® ® ®I ® - 1 I5TqqC,C,¢pDE CONTROL/RESTORATION MIX >_ .,,__" ✓ r __. f_..�. ��i.. ® ® ® ® ® ® ® CB4 18.8 14.4 4 ID '' SEE DRAINAGE ELEVATION CHART J . r T r ) ', CBS 18.8 13.8 4'ID FOR ALL INVERT ELEVATIONS r _ SEED GE - - t ,•..... ..:'. :'...,. 5 E CHART FOR SIZES) "•,i _ i... �® ® ® ® ® ®� ® a® ® ® ® ® ® ® CB6 178 134 4ID 6"CRUSHED CATCH BASIN ® ® ®EVA® ® ® 4'ID .i ram` sJ 7� CB7 17 8 12 8 TONE(TYP.) TRAP(TYP.) Ld LP1 ---- 36.5 1,000 GAL W/4'OF STONE SECTION V - V 1 r;i ® ® ® ® ® ® ®� t -� LP2 ---- 29.5 1,000 GAL W/ 1'OF STONE 0® M ® ® ® M ®0 ., LP3 ---- 33.0 1,000 GAL W/4 OF STONE VEGETATED SWALE - ---- -_ ' 0® ® ® ® ® ® ®0 )< � ,�; � :_. ,, , ; ���� .� LP4 13.5 1,000 GAL W/3'OF STONE ({ ® ® ® ® ® ® ® ;:��',-'!' LPS ---- 13.1 1,000 GAL W/T OF STONE � .. .-`mot Not to Scale �� ''� LP6 ---- 12.5 1,000 GAL W/3'OF STONE LP7 ---- 12.1 1 000 GAL W/3 OF STONF. .. 3/4"TO I I/2"DOUBLE WASHED r CRUSHED STONE(TYPJ - f PROPOSED LANDSCAPE DRAINAGE SYSTEM MATERIALS- AL New England Erosion Control/Restoration Mix DEVELOPED SCHEMATIC � t St° !,1 ° Myrica Pensylvanica(Bayberry) � � Buxus(Boxwood) t+aarr� Not to Scale .� Abelia Grandiflora(Glossy Abelia) .`rI _� �a�A" Berberis Mentorensis(Mentor Barberry) � �i � Hydrangea Paniculata'Grandiflora'(PeeGee Hydrangea) REVISION: Add FAST System 03104105 Hydrangea Quercifolia(01akleaf Hydrangea) NO TES: PREPARED FOR: PREPARED BY. TI TLE: Plan � nPryus Calleryana(Callery Pear) Site / l a / Pars 7.) The property line information shown was 11 . m ^�� 1; Svringa Reticulata(Japanese Tree Lilac) Oyster ter Horb ors Club Inc. c *� i n PP p CapeSury i Pro Q'S .I f a:nI�ii v eenS compiled` from available record information, y Sufliiva-n Engi eer�ng, inc._IZC ' Acer Griseum Pa erbark Maple) 1 Grand Island Drive PO Box 659 7 Parker R('tod p �^�'� c p p ) _ Details 2.) The topographic information was obtained Oyster Harbors MA Osterville, MA 02655 Osterville MA 02655 Ostrya Virginians(American Hophornbeam,Ironwood) from an on the ground survey performed on (508)420-3994 (508)420-3s95 fax At (508)428-3344 (508)428-3115 fax Q Bollard or between 111NOV103 and 27IFEB104. PSuIIPEC9bol.com copesurvOcopecod.r,et l 7� Grand Island Drive ' Lampost - NoHeigherThanlS'. 3.) The datum used is NGVD '29, a fixed mean Directed and/ a Sheilded so as Not to Shine Beyond sea level datum. Draft: JOD Field: MDH/WHKIRRL BarnStable (Oyster Harbors) MOSS. r r , Perimeter of the Site,or Interfere With Traffic. Comp/Review: PS Comp/Draft: WHK/MDH/RRL DA TE: SCALE: Job # 97049 Job # C465. 1 January 5, 20�5 AS NOt6C� N Hp RBTERS t ST HQT V GRAND WEST TOP OF SLAB COVERS LOCATED TO WITHIN 0-8830 I LAND BAY ,- 03. 12 OF F.G. JAN. 9,1997 x 106.8 ELEVI BAXTER & NYE INC, , . rr c.- 102 t , I4ocus _ f.G.•102'f ELEV. = 102.00 -__.. COTUIT 0 706 -- BAY SEA IT RIV R � INV. - �. -2w INV. - • 100.0 1500 cAL. OtET>rR T LEACH FlELD E 0" x 105.2 A T K TTSOUND 99.8 SEPTIC TANK INV. �� DIST. SCHEDULE 40 P.V.C. TOP 99.5 B1 �---_ __-_ 99. tL..�X... INV, -99.2 INV. = 99.Q °4 a°° a°°+��°•°'a°4,d4 °4 x 105.5 '� ?0� �` LpGVS MAP c c o as o 04 Q°a WASHED STONE FIQD a -36' PERC. C A E 1 2 ,0 0 0 BOTTOM ELEV. EL = 98,5 C - MEDIUM { SAND •I���� f - - _ MAP 71 PARC�L 4-1-1 ��� �` -- _.--____ -10 NO WATER NO SCALE EL. = 92.0' I I x 103.4 1 PERCOLATION RATE 1" IN ?'MIN. -- 10;) � CLASS I SOILS - IDMGN D TA I x 102.3 OYSTER HARBORS GOLF COURSE MENS LADIES REST ROOM FACILITY . ASSUME 2 FOURSOMES PER HOLE X 18 HOLESDC11o3.3 8 X 18 = 144 PLAYERS x x 101.5 . 74.0 144 PERSONS X 5 GAL. = 720 G.P.Q. SEPTIC TANK = 720 G.P.D. X 200% = 1440 GAL. so Ic USE 1500 GAL. SEPTIC TANK ' ' #1 x 102.4 �r L iMJINQ D GN ' \ 101.1 C DtST. / - 01.5 BOX 111 ALL PIPES TO BE SCHEDULE 40 PVC PERFORATED r �n WITH CAPPED ENDS USE 4 - 4" DISTRIBUTION LINES ' (~ `� a 20' 1N A 20'X 50' WASHED STONE FIELD AS SHOWN 1 Lu LEACHING AREA REQUIRED 99.6 4 723 .P.D./7A 973) c F `r _ 2 Ic 101 (20 X 50) = 1000 S.F. BOTTOM AREA PROVIDED ' 10Lt z x 1(Q2.7 r 0 2 0 Z cr _ � ' a 41ct- o IWT 1o?�g 4' L,C.C. 15 54 .105 Z )J)_ .4'1 21.57 ACRES ' ?oEl _ r., �9.0' PROPOSED 50.00' w t 20' X 50' _. r 00 9.0 9 - LEACH FIELD PLAN VIEWI '�, p x 100.2 SCALE: 1" = 20' / x 101.5 J PLAN QF PRQPQSEP RESTRQOMS s.3 IN (OSTERVILLE) `� \ \ I A A3I WS. x 97.5 \N1 , �- x 97IRT \ I FOR I OYSTER HARBORS PLI�B IN{�. C.B. FND --.� _ o��vE -- -_. \ .�._ �� 97.1 SCALE: AS NOTED DATE: JAN. 9,1997 N07= / BAXTER & NYE INC, S80 , - - - ND SURVEYORS ® FOR ALL ASPECTS OF THE SEPTIC SYSTEM THE CONTRACTOR 1 Q6'2�»E _._ __..__ �____ REGISTERED LP SHALL COMPLY WITH ALL GOVERNING CODES AND REGULATIONS. CIVIL ENGINEERS ».36' `_99.i - T - - ��-x 100.0 - - - x�00.8 � IN PARTICULAR 310CMR 15.000 THE STATE ENVIRONMENTAL CODE TITLE 5, OSTERVILLE, MASS. THE TOWN OF BARNSTABLE BOARD OF HEALTH REGULATIONS PART VUI: C.B. FND ON-SITE SEWAGE DISPOSAL REGULATIONS AND THE BOARD OF HEALTH i;�" t ✓S <. S ;_ 1 0=' � N O RECOMMENDATIONS FOR ACCEPTED PRACTICE. LOT 182 100•0 PLAN PETER (1) REMOVE UNSUITABLE SOILS BENEATH PROPOSED SYSTEM, BACKFlLL MAX. � '�` L.C.C. 153541-12� aF:H:4RP SULLPIAN r++ WITH CLEAN GRANULAR MATERIAL FILL TO BE GRADED AS FOLLOWS: NOT '�_ „ N S. 0 20 40 BAXTER 2 PEASTp E MORE THAN i5?6 RETAINED ON No. 4 SIEVE, NOT MORE THAN 90X RETAINED R �24W �,+� Cl�"L � ON No. 50 SIEVE. OF FRACTION PASSING No. 4, 10% OR LESS TO PASS No. iC� ,r '4 I,�- � 4 � 4 •¢ `� 3/4"- 1 -1/2" i ` r c. - i �� 100 SIEVE AND 5% OR LESS TO PASS No. 200 SIEVE, SOIL TO BE APPROVED BY ENGINEER FOR COMPLIANCE PRIOR TO PLACING ON SITE. �* , DOUBLE WASHED STONE Q per'' SCALE: 1" - 2Q' (2) LOCATION OF UTILITIES NOT SHOWN ON THIS PLAN. AT LEAST 72 HOURS ELEVATION$ ARE BASFD ON ASSUMED DATUM PRIOR TO ANY EXCAVA"IION FOR THIS PROJECT CONTRACTOR SHALL MAKE F� THE REQUIRED NOTIFICATION TO DIG SAFE (1=800-322-4844) AND APPROPRIATE NO SCP,LE WATER. DISTRICT TO DETERMINE UTILITY LOCATIONS. 960 OA i '�I II LOCUS R S i 0 o SM7ER TEST HOLE >- - 0 HARBORS TOP TOP OF SLAB COVERS LOCATED TO WITHIN P-$831 <C Q ELEV.- 16.0 12 OF F.G. JAN. 9,1997 - m F.G.- 15 t cn y BAXTER & NYE INC. 1- ''� 14.5'f ELEV. = 13.9' INV. m 0 O 12.0 . „ V INV. - 1500 GAL. 4 DIAMETER T -2 APUIT RIVE 11.8 SEPTIC TANK � _ DIST. SCHEDULE 40 P.V.C. LEACH FIELD E10" .6 INV. -1 .4 SOX B LOCUSMAP ::..........: INV. -11.2 INV. 11.0 44 44d 44 4p 44 T4° 444 4 -26 f ... ... . ..... ..��.. °° 4 4ASHGD49lONC OE p -36" PERC. p p4 4 p4 44 4 J......L��C.,..L - 4 p°4 44pp444444 44"44°444p SCALE 1 25,000 BOTTOM ELEV. EL = 10,5 C, ASSESSORS 7MEDIUM SAND MAP 53 PARCEL 12-1 ZONE as 8.,1 P�F 00 --10' NO WATER NO SCA R F-1 & A.P. o� ..... LE EL. '= 3.9' ease PERCOLATION RATE 1" IN 2' MIN. I CLASS I SOILS OOD Pk,4/Af `PROP F(Lc6 CAKI�PATH x 4.8 i .2 . 11.0 t - LEACH FIELD x 6.4 141 140 x 12.9 F. . �A / 18.8 ` ` S.. �2.$ \ ! ' 7.6 / r x ` :: (k 3.9 3.6 .... 3.9 2 il4 5 / , �111i _ \ x 18.9' Z 0' ---"".: -- -- r `� -WE TL-t�ND--ff A ilk. cn �` #1 14.o y .4'} �` s � , _`.�.__� � � �- � � \ rn ~_ �'_ j 13.9 pip -13.5 �f /� r 4.3 AL 4.4 i/ 1 _ _ 6.9 ��. x �... 9 15.8 � 14. � 4. � 4• �.. ._ �. DIST. ' _,. I- 7> 1 6 \����o, x 17.9 �- 2at� o x x 6.4 21.0 wv 20.0 4 PROPO 14.0 ?� �' 1 `5) \ �%6/2 20.9 RCs f Se0 x 14.5 O I \ , 20.6 r R00 r x 9 ' O 19.01 5. . MS ST. r 1�4.1 _ . L x 0.2 x, 4. 8.1 17. _ , . _� 3.6 1. .;; 4 � 1 . s �� [ wv 4\1 xi .6 ) LYC 7/ , l x 10 1 r x,,9.3 �. ''^ - _ 4.2 LOT 134 red f 11 +D � , '` "1Z ,''� _ _ _ - _w - ` L.C.C. 1 5354-1 05 / 0 '" 30.1 5 ACRES 3.5 PLAN VIEW AL / k 1 1 AL � SCALE; 1" = 20' r t / 0.9 rr ; 3.6 t � � i' '� 0 10 20 40 \ 3.8,IJr< (4,Q �Ik WETLAND #B O = METAL COVER ` \ _--'` t , r I DESIGN DATA ,'� ' & AL f OYSTER HARBORS GOLF COURSE MENS / LADIES REST ROOM FACILITY , 3.8 ASSUME 2 FOURSOMES PER HOLE X 18 HOLES 8 X 18 144 PLAYERS 144 PERSONS X 5 GAL. = 720 G.P.D. SEPTIC TANK = 720 G.P.D. X 200% = 1440 GAL. MAX.i,)I USE 1500 GAL. SEPTIC TANK - 2" PEASTONE r 3 4 - 1 1� 2 LEACHING FIELD DESIGN 4 `�'� 4 20' 4 n , DOUBLE WASHED STONE PLAN OF PROPOSED 'RESTROOMS USE BOTTOM AREA ONLY I IN SITE IS WITHIN 250' OF WETLAND CROSSECT10N (OSTERVILLE) ALL PIPES TO BE SCHEDULE 40 PVC PERFORATED No SCALE WITH CAPPED ENDS USE 4 4" DISTRIBUTION LINES BARN STABLE MASS. IN A 20'X 50 WASHED STONE FIELD AS SHOWN NOTES LEACHING AREA REQUIRED FOR 720 G,P.D./.74 = 973 S.F. 1Q FOR ALL ASPECTS OF THE SEPTIC SYSTEM DIE CONTRACTOR } SHALL COMPLY WITH ALL GOVERNING CODES AND REGULATIONS.(20 X 50) = 1000 S.F. BOTTOM AREA PROVIDED IN PARTICULAR 310CMR 15.000 THE STATE EWIVIROWIENTAL CODE TITLE 5, OYSTER HARBORS CLUB INC. THE TOWN OF BARNSTABLE BOARD OF HEALDI REGULATIONS PART MIL• ON-SITE SEWAGE DISPOSAL REGULATIONS AND THE;BOARD OF HEALTH SCALE: AS NOTED DATE: J A N. 9 ,19 9 7 RECOMMENDATIONS FOR ACCEPTED PRACTICE. 4T _T BAXTER & NYE 4N NOTES- INC, 41 0 oF ;• REGISTERED LAND SURVEYOR 0 (1) REMOVE UNSUITABLE SOILS BENEATH PROPOSE SYSTEM, BACKFILLS� s�2 CIVIL ENGINEERS` tNCF 41 WITH CLEAN 'GRANULAR MATERIAL FILL TO BE GRADED AS FOLLOWS: NOT ��. MORE THAN 15X RETAINED ON No. 4 SIEVE. NOT MORE THAN 90% RETAINED aaan '` O S T E R V I L L E, MASS. y PAR 4I ON No. 50 SIEVE, OF FRACTION PASSING No. 4 10% OR LESS TO PA &AMR ' "� SUPLE �.'AN SS No. vo 2{we �, "' N0.'`I133 50.00' 100 SIEVE AND 5% OR LESS TO PASS No. 200�SIEVE, SOIL TO BE APPROVED BY ENGINEER FOR COMPLIANCE PRIOR TO PLACING ON SITE. 4Ear , of CIVIL PLAN VIEW (2) LOCATION OF UTILITIES NOT SHOWN ON THIS PLAN, AT LEAST 72 HOURS - SCALE 1" = 20' PRIOR TO ANY EXCAVATION FOR THIS PROJECT CONTRACTOR SHALL MAKE I THE REQUIRED NOTIFICATION TO DIG SAFE, (1-800--322--4844) AND APPROPRIATE .. ` WATER DISTRICT TO DETERMINE UTILITY LOCATIONS. 96030 t k h: f ' ;' � /•� S� �M "Dtt:� Mai►.� Cw S E DTt L � ►4ouS 'Z O L \ �C-ncF'ww; �vyGTtON 350 bEihhTS _JID-rTp - 35bo �,1 Eme :A's � 90>�s��v>,v_1�P �pn C. T'r��,,,,� S T l i 15 _ -- � I ',,,. : ', . :' i _ __ __ •�.� x !O X_3Sb --_ .__t STyP�Ac.c.or.,►-_S -------------- 1 dK cma.�� 2 - ----- - - - ----- \ Gt21 AY �' F� = 20� \,/ Q 1� .. . % i�a�.rc F"i cy v._ _7_1 z.o_C-�c ,,,.5 16T EL ��'$ 111N / _.._. _.- .._.._.._.. ... q. _�_ `$�CEwA�L 9e�A 2.�_f+fS.F C-8 �• _ ��"w�t�` ::::.:•>. __--- -._...- ---- IT ------ ae T-roa.� /4QC,q t•O(�/s P IZ 32 MAN ��� __ ---- — - -- ---- 9 M�►.1 E'`'� k'Zz-'►S L(4x1Z)2•S Z4b Gr^&_ K� � 'TOM I M,M �kC.*.v r: � / -- :;;:>;; •' -7 I?A- _ � $t_t= 1 a 1 �Z • S.T'ar.►� 24`' QS 3 R scan cr-��� �. �-•�, ►Ili �Ev a..� //^^ - - _ - mot. E - -- - ET i4� 1 �Ct1LtlD —� �L Z�>; t USC . 2 . _ lIo toNc� t-e -- -- - ��S ' I T'E' I'Xm' - - ---- —- --- __ , 1 -- �... z ttzx2 x� x z•5� <}"890 _— , ,r �� p TOWN OF BARNSTABLE GEOGRAPHIC INFORMATION SYSTEMS UNIT \ i N SCALE:in feet y GREEN AND 40 0 40 �. 24 Pc•C, 2�Sc2s w c.I crs�7=¢.S Q� �' i W E 1 inch = 40 feet ,w►w .r. _ t �o+.t-r, v►.�c E2.oc= r l t_rE� FA�e.�c 9 �p1,� �Y t �•" / \ � / S FILE:m53.dgn job 12-23-97 3 TQ C-1Z.US"(SD r 4 Z / - ' �' �. NOTE:THE PARCEL LINES ARE ONLY GRAPHIC REPRESENTATIONS OF 2 7 ° 2 6 . PROPERTY BOUNDARIES,THEY ARE NOT TRUE LOCATIONS anh 8-3-94 iz, o � 'µ' . •"` VEGETATION,TOPOGRAPHY AND PLANIMETRIC DATA INTERPRETED f- FROM 1989 AERIAL OVERFLIGHTS, PHOTOGRAPHY AT 1"=800' MAPPED AT 1 —100. PARCEL DATA DIGITIZED FROM 1 —100' S ELT 101� - ��<►Gl-\ 1Q6,, �A LI_�=�{s I r 'pi41GtG C�a r rNGINEERING ASSESSORS MAPS '-.995 2 4. r 1 ' 2 Ile r ..... . ...... ............ _ EACH / SOND 0 % •` �Ll .. lF � K G � z { • - i IPET QUILLvR - 3S 6 / 1 • U ' 4 .q. , h' k / WIL 5 . 7 ........ v IA OF PMA 2 '3 .3 ...... .... .. ,: I ..:... ."..::... :: /1 - e't 13 ° 2 1 ,. t„ , .: ,... _. . _- - '' VIL 77 i• c x .1 :t I t TENNIS C 0 U R S ' i I / \ 7 ° / 1 ' TIE ADDITIONAL NOTES I 1. All construction materials to comply with Title 5 latest revision. I - 2. It is the contractor's responsibility to field locate all underground utilities. C 3. The State Plumbing Code controls the first 10 feet out from the building. � ; This section of pipe to be cast iron or approved equal. Balance of all Septic C Upgrade piping to be 4 inch diameter PVC schedule 40. p pg The Oyster Harbors Club Osterville Mass j 4. All components to be H-20 load capacity. Contractor to supply owner Scale as noted Date: March 3,1998 with certification from supplier. 2e./ h►'I k2cft 1'f,19� PS 5. Crushed stone to be 3/4 inch to 1 and 1/2 inch. All stone to be double Sullivan Engineering Inc. washed. 7 Parker Road, Osterville 02655 (508) 428-3344 6. The grease trap, septic tank,-D box and leach trenches all to have access manholes with heavy duty frame and covers set at finished grade. ji .. f 7. All"T s" to be PVC. i 17 SEPTIC NOTES SEPTIC SYSTEM EVALUATION / DESGIN 1.Water Supply For This Lot is Municipal Water. - ` 2.Location of Utilities Shown on This Plan Are Approx. 1 DESIGN FLOW At Least 72 Hours Prior to Any Excavation For This 430 Seats @ 10 Gallons Per Seat=4,300 Gallons Project the Contractor Shall Make the Required F.F.EL.38.0 Q Notification to Dig Safe(1-888-344-7233) F.G.EL.36.0 F.G.EL,35.2 SEPTIC TANK 11 3.The Contractor is Required to Secure Appropriate 150%Q(4,300 Gallons)=6,450 Gallons Permits From Town Agencies For Construction Existing 12,000 Gallon Tank is Adequately Sized Defined by This Plan. `I Use Existing 12,000 Gallon H-20 Septic Tank 4.Install Risers to Grade For All Proposed Structures. SEE NOTE 4(TYP.) Install Risers to Grade For All Existing Structures 1' F.G.EL.29.0 F.G.EL.22.4 EE NOTE 41 TYP.) SE NOTE 4(TYP.) Except Existing Manhole. Risers For Existing Manhole 4-n F.G.EL.23.0 F.G.EL;20.7 F.G. GREASE TRAP to be Set NO Less Than 6" or More Than 12"Below Grade. 2 I (15/3Existing1 500 Gallon Per at)x(430 Seats)= 1,843 Gallons 5.All Structures Buried Four Feet or More or Subject B.F.E EL.29.g LINE -. _ 15/35 X 10 Gallons Per 5e J s NOTAdequately Sized to Vehicular Traffic to be H-20 Loading. 6.Proposed Septic System Components to be EL.24.0 PROPOSED Use 2 500 Gallon H-20 Tank EL:24.4 PROPOSED PIPE(TYP;} TOP EL.19.4 ` (SEE NOTE 7) EL.23.7 EL.20.2 EXISTING Installed in Accordance With 310 CMR 15.00, GREASE LINE 2500 GALLON GREASE TRAP 12,000 GALLON EL EL.19s 5,000 GALLONDTANK EL 1 .6 PRO. LEACHING AREA ( Latest Revision and the Town of Barnstable Board of EL.24.4 H-20 SEPTIC TANK FOR FAST SYSTEM EL.19.4 D-BOX PRorosED sEPTic Health Regulations &248 CMR 2.00. LINE NOT sxowN H ?� H_20 H-20 Existing Fields: 2 @ 12 Wide X 110 Long X 4 Deep SEE NOTE a SEE NOTE 11 EXISTNG 7.All Piping Within 10'of the Building Shall be Cast Iron.All SEE NOTE 9 (SEE BELOW) Sidewall Area=2 122 X 2 X 4 X 2.5 =4 880 Gallons S 1 EL 18.4 LEACHING' ( ) = - sEE NOTE 10 - „_ G R Other Piping Shall be Sch.40 PVC Unless Otherwise Noted. Ar =2(110 = Gallons HAIGIBE Bottom ea X 12)' 7 520 H-20 BOT.EL.14.4 Total=7,520 Gallons 8.The Inlet Tee Shall Extend to the Mid Depth of the ago _ _ i - Tank. The Outlet Tee Shall Extend to Within 12" Use Existing Leaching Fields of the Bottom of the Tank. s M 9. The Inlet Tee Shall Extend 10"Below the Flow Line. i, NOTE: Design Based on 1978 Code.•See Sewage#95-844. The Outlet Tee Shall Extend 34"Below the Flow Line. DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM Upgrade of System is NO'II•Re uired Per 310 CMR 15.301 5 10. The Inlet Tee Shall Extend 10"Below the Flow Line. . GROUNDWATER EL. hg Y q ( )• PER T.O.B.GROUNDWATER MAP I 11.D-BOX to Have a Minimum of 150 Gallons Capacity. NOT TO SCALE 12.Recycle Pump to be 0.4 HP,and Shall be Approved by Engineer. INSTALL BLOWER WITH HOOD Specif Ieations For HighStrengthFAST 4.5 Wastewater Treatment System 3 _ 1/4'MESH SCREEN BY BID-MICROBICS) _024' FAST AIR LIFT (SEE NOTE 8) //,( SEE NOTE 1 (030.5cm) ANCHOR BOLTS BOLT LEG EXTENSION 1. GENERAL water and its elevation roust be higher (5 cm) higher. Maximum free or unrestricted furnish and.install (1) normal flood level. A flow with a 6 inch effluent pipe is 260 GPM - SEE D E 2. SEEONOTE IL FI .'.e�.< ,.• •..., .. .. `' ' .NON CORROSIVE "' ,• The contractor shall than the nor HighStrengthFAST 4.5 treatment system as two-piece, rectangular housing shall (984 LPM) or 130 GPM (492 LPM) with a 2.0 CLAMP EVERY 2 FT GASKET GASKET VA DIA V DIA 'l LIFTING HOLE p g g OBSERVATION VENTING PIPE (SEE NOTE 5) manufactured by Bi0-Microbics, Inc. The be provided with tamperproof screws. design safety factor. NON-CORROSIVE SEE PORT ' treatment system shall be com lete with all g y p The discharge air line from the blower CLAMP EVERY 2 FT ORIGINAL NOTE 4 ORIGINAL supplied equipment as shown on the drawings to the HighStrengthFAST shall be Wastewater treatment systems work FOOT FOOT - and specified herein, provided and installed by the best when influent flow is delivered as RISER RISER a' SCH a0 contractor. consistently as possible, FAST systems 3' AIR 7•25' PVC PIPE TOP OF TANK FLUSHwtrH - The principal Items of equipment shall include have been successful) designed, tested - p 3" AIR SUPPLY 3.875' FASTS stem insert, to extensions, blower 6. ELECTRICAL Y g SUPPLY LINE BOTTOM OF CONCRETE LID AIRLIFT TO AIRLINE Y g and certified recieving gravity, LINE 12, CUT SECTION WITHIN 1-1/2' CONNECTION 4L51.5' assemb(y, blower controls and alarms. The The electrical source should be within demand-based influent flow. However SEE NOTE 3� 3'DIA(7.6-)MIN INFLUENT WASTE 2a•. DIA (1os.a 1,3cm). Hi hStren thFAST 4.5 unit shall be situated 150 feet of the blower. Consult local - i �g�� (30.Scm) FROM SETTLING TANK HighStrengthFAST When influent flow is controlled (either GASKET GASKET FACTORY SUPPLIED SEMI-FLEXIBLE AIRLIFT BLOWER PIPING MANHOLE/OBSERVATION - within Q 4,219 Gallon (15971 L) minimum tank, Code for Longer wiring distances. All b um or other means) to the FAST TO AIRLINE CONNECTION W/ 3'DIAM.S.S. RUBBER (SEE NOTE 2) ELECTRICAL . PORT (TYP.) y pump ANCHOR BOLTS CONDUIT as shown on the plans. Settling tank(s) wiring must conform to code, The system to helpwith highly variable floe PLAN VIEW SEE NOTE 2. MPT END FITTING AND U-JOINT BRACKET. GASKET l (TG BLOWER equalling 1/2 to 1 x doll flow must be used input power required for the blower is y g y - NON-CORROSIVE CLAMP EVERY 2 FT.MIN. - q g Y conditions, then multiple feeding events (SEE HSF 4.5X DWG) CONTROL prior t0 FAST. Tanks) must conform to 230 Volts, Single Phase, 60/50 Hertz, SYSTEM) p should be used to help assure even p - SEE NOTE 3. $ local, state, and all other applicable codes, 11.5 FULL Load Amps, minimum WII^e Size Is NON-CORROSIVE CLAMP 21 cn O DIA The contractor shall her a coordination 10 A.W.G. (Locked Rotor Amps are 67), flow, optimum performance, and reliability. LEG PROVIDED 12' EVERY 2 FT,MIN. FAST AIRLIFT & P FAST AIRLIFT & SUPPLIED LEG EXTENSION between the FAST s Stem and tank supplier or 208-230/460 Volts, Three Phase, SEMI-FLEXIBLE AIR LINE SUPPLIED SEMI- EXTENSION 4' FAST® y pP lO, WARRANTY n FLEXIBLE AIRLINE 6' OBSERVATION PORT 10' DIA VENTING PIPE TREATED with regard to fabrication of the tank, 60/50 Hertz, 6,6/3.3 Full Load Amps, CONNECTION W/3' DIAM. S.S. AIR SUPPLY CONNECTION W/3' (SEE NOTE 3) MODIFIED LEG 17' - !OPTIONAL) EFFLUENT installation of the FAST unit and delivery to minimum Wire size is 10 A.W.G. (Locked The manufacturer of the HighStrengthFAST 4.5 MPT END FITTING. DIAM. S.S.MPT END EXTENSION WITH (3.acm) 43c , 4,219 GALLON 41. "1,5 the job site. Rotor Amps are 54/27). All conduit and treatment system shall warrant for OPTIONS FITTING. a' PVC PIPE MIN, LIQUID 7- (105.a11.3cm) wiring between the electrical control eighteen months from the date of ` (SEE NOTE 5) CAPACITY panel <o toinat% the power supply, and the shipment or one year form the date y - 7YP> 2, OPERATING CONDITIONS P P P pP Y, NOTES (21293L.) T <TYP) of start-up, whichever occurs first, The HighStrengthFAST 4.5 treatment system blower shall be furnished and installed a9 that the equipment they provide will 02ascm, shall be capable of treating the wastewater by the contractor. 1, SECURE ORIGINAL 7' X 7' FOOT TO LEG EXTENSION BY produced by typical family activities (bath, be free from defects in material and PLACING TWO (2) SCREWS IN EACH SIDE OF THE LEG. TREATMENT Q laundr kitchen, etc.) ran in from (18} 7, ALARMS workmanship. EXTENSION. EIGHT (8) SCREWS PER FOOT ARE PROVIDED INFLUENT WASTE y' g g - AND SHOULD BE USED ON EACH LEG EXTENSIONS. FROM SETTLING ZONE ZONE ; The alarm s Is na2cM) TREATMENT eighteen to (63) sixty-three persons and ystem shall consist of a In the event a mechanical component fails to FAST®INSERT FASTOTREATED FAST®MODULE not to exceed 4,500 US Gallons per.day.. visual and audible alarm to indicate Le ® 2. ANCHOR CORNER LEG EXTENSIONS TO BASE OF THE TANK aT 5' loss of power to the blower and/or perform as specified or is proven (BY BIO-MICROBICS) EFFLUENT (1I9.acm, ZONE - sv BID-MICROBICS <17033 LPD>. P EXCEPT THE CENTER LEG EXTENSION. PLACE BOLTS 3'o.6�m> high water-Level A manual silence defectiv n service durin the 4219 GALLON .�.'.,;.' '.�:' *;•. x":,'':'..•.';: " "': `: SWItCh is included. warranty period, the man 9 manufacturer AT OPPOSITE CORNERS OF THE LEG EXTENSION MIN.LIQUID 3, MEDIA 36` BASE, IF ELONGATING THE LEG EXTENSIONS PAST CAPACITY The FAST media shall be manufactured of shall repair or replace such defective 91cm) a5NOTE)1SEE -I LEG EXTENSION parts. (Cost of labor on 23" (58.4cm) IN HEIGHT, THE CENTER LEG EXTENSION s' MIN. SEE NOTE$6&7 rigid PVC, polyethylene or potypropylene e 8'; INSTALLATION AND OPERATING re air/re lacement is not covered MUST ALSO BE BOLTED DOWN. ANCHOR BOLTS ARE SEE NOTE 5 SEE 7T1,5' (195.611.3cm 79'1,5' (200.711.3cm P P t3a MI and it shall'-be supported by the INSTRUCTIDNS CONCRETE NOTE 4 156' order reparlsofathoseyitemsnnorMalllYement BASE NDT PROVIDED, polyethylene insert. The media shall be fixed wit work must be done in accordance (396cm) in position and contain no moving or wearing with local codes and regulations, I-4' 3, TO ELONGATE A MOOT.PAST.THE PROVIDED O CUT parts and shall not corrode. The media Installation of the HighStrengthFAST consumed in service such as air filter, THE 3.875" DIAM. LEG EXTENSION INTO TWO NOTES shall be designed and installed to ensure 4.5 shall be done in accordance with etc, shall be considered as part of EQUAL PIECES, THEN CUT A SCH 40 PVC PIPE 1. BLOWER PIPING TO FAST MAY NOT EXCEED-100 FT BASE, IF ELONGATING THE LEG EXTENSIONS 23' 9. COPYRIGHT (C) 2005, BID-MICROBICS, INC. - that sloughed solids immediately descend the written instructions provided by routine maintenance and upkeep, _ TO THE: DESIRED LENGTH AND SLIP THE PIPE OVER LO through the media to the bottom of the the manufacturer. Operation manuals CONCRETE BASE FOR THE TOP AND BOTTOM CUT SECTIONS OF THE LEG UNIT WITH (30.5 m) TOTAL LENGTH AND NO MORE THAN (58,4Cm) IN HEIGHT, THE CENTER LEG EXTENSION MUST - - 4 ELBOWS IN TH EPIPING SYSTEM (@100 FT). FOR ALSO BE BOLTED DOWN, ANCHOR BOLTS ARE NOT 10. SETTLING TANKS EQUALLING 1/2 TO 1 X"➢AILY FLOW septic tank. shall be furnished which will include a It is not intended that the 3•MIN.AtR PIPING rrt BL❑wER H❑usING EXTENSIONS 9- DISTANCES GREATER THAN 100 FT -_CONSULT FACTORY. PROVIDED, SEE DRAWING HSF 4.5 X. t SHOULD BE USED PRIOR TO FAST, - description of installation, operation, manufacturer assume responsibility for ° 4. ATTACH PIPES WITH STAINLESS STEEL SCREWS, contin ent liabilities or conseauentiol ELE[TRICAL 4. BLOWER and system maintenance procedures. 9 CONDUIT THE BLOWER HOUSING IS MADE UP IF LEGS ARE EXTENDED PAST 48', USE OF SCH 80 - - BLOWER BASE"MUST BE ABOVE FLOOD LEVEL I1, FAST TANK MUST HAVE A MINIMUM OF ONE ACCESS PORT NOTES - ' dama es of any nature resultin from 6, TO ELONGATE THE FOOT PAST THE PROVIDED 12' The HighStrengthFAST 4.5 unit shall come There shall be a separate manual for g- y 9 - OF A SEPARATE TOP PIECE AND A PIPE RECOMMENDED; 2. BIO-MICROBICS REQUIRES THAT PIPING FROM BLOWER FOR PUMP OUT. MORE THAN ONE IS RECOMMENDED, the installer, service rovider,.ond defects in design. material or BOTTOM PIECE, (30.Scm> EXTENSION, CUT THE 3.875' DIA. (9.8Cm) LEG equipped with a regenerative type blower P 5, THE AIR SUPPLY INTO THE FAST UNIT MUST BE I. ALL APPURTENANCES TO FASTele.g. SEPTIC 5. FOUR HOLES FOR LIFTING THE FAST®LINER ARE- workmanship or delays in delivery, TO TANK BE GALVANIZED OR STAINLESS STEEL EXTENSION INTO TWO EQUAL PIECES. NEXT,yCUT 12. ALL APPURTENANCES TO FAST Ce. . SEPTIC TANK, - TANK, PUMP OUTS. ETC.) MUST CONFORM TO ALL SUPPLIED. CONTRACTOR-SUPPLIED SPREADER BARS ARE capable of delivering 165-185 CFM,. The owner, .tailored to each. enlacement. or'otherwise. SECURED S❑ AS 7D PREVENT DAMAGE FROM PIPE PIPING INSIDE TANK TO FAST AIRLIFT MUST BE OF A 4' SCH 40 PVC PIPE TO THE DESIRED LENGTH AND g COUNTRY, STATE, PROVINCE, AND LOCAL CODES. TO BE USED IN LIFTING THE UNIT. PLACE SPREADER blower assembly shall include on inlet filter r - SLIP THE PIPE OVER THE TOP CUT SECTION.AND THE PUMPOUTS, ETC.) MUST CONFORM TO ALL COUNTRY, Y VIBRATION. UNIT IS SUPPLIED W/ 3' DIA NON-CORROSIVE MATERIAL DO NOT RUN GALVANIZED9, FLOW & PIPE SIZING SEMI"-FLEXIBLE AIRLINE:,CONNECTION, WITH/ SS UPT PIPE .LENGTH INTO TREATMENT TANK. SEE ALSO NOTE BOTTOM CUT SECTION OF THE LEG EXTENSION.: ATTACH STATE, PROVINCE AND LOCAL CODES, - ?BARS'BETWEEN LIFTING HOLES, ; with metal filter element. 2.SETTLING TANKS EQUALLING 1/2 X TO ] X .. .Each. FAST. ) four is provided with a ± BL❑WER H❑USING 5 ON HIGHSTRENGTHFAST 4.5 X DWG, PIPE WITH PROVIDED STAINLESS STEEL SCREWS, EQUAL DAILY FLOW SHOULD BE USED PRIOR TO FAST. 6,BIO-MICROBICS REQUIRES THAT PIPING FROM BLOWER standard (4) four inch effluent pipe 90-m END FITTINGS & U-JOINT BRACKET, THIS CONNECTION - I S INC. ELONGATION MUST.BE FDONEFIC ON EACH LEG WHEN THE - TO TANK BE GALVANIZED OR STAINLESS STEEL. INSIDE - 5 REMOTE MOUNTED BLOWER hole and gasket, The maximum'f'ree or _- 1T (90cm) DIMENSIONS EXTENDS APPRDX, 33.1/2 1N ABOVE LINER, 3. BLOWER CONTROL SYSTEM BY BSO MICROB C PROVIDED 12 IS INSUFFICIENT. SEE 3.PRIMARY AN➢ SECONDARY TANKS MAYBE ONE TANK TO FAST AIRLIFT CONNECTION MUST BE unrestricted flow with a�four inch IN INTEREST F TECHNOLOGICAL PROGRESS ALL PRODUCTS ARE SUBJECT - TH INTEREST OF TECHNOLOGICAL PROGRESS, ALL PRODUCTS ARE The blower may. t mounted remote With -n0 I E R ❑ IN THE INTEREST T IALHCHANGICAL PROGRESS ALL PRODUCTS ARE SUBJECT 70 -DRAWING HSF 4.S X. i,, IN THE INTEREST OF TECHNOLOGICAL PROGRESS, ALL PRODUCTS ARE IN E ER 4. C1llORIGINAL FEET ARE ON THE BASE OF THE FAST DUAL COMPARTMENT TANK WITH A BAFFLE,. NON-CORROSIVE MATERIAL. DO NOT RUN GALVANIZED � - SUBJECT TO DESIGN AND/OR MATERIAL CHANGE WITHOUT NOTICE. _ SUBJECT TO DESIGN AND/OR MATERIAL CHANGE WITHOUT NOTICE. more than 100 ft (3Q.Sm) of piping and no effluent pipe is 90 U.S. Gallons per TO DESIGN AND/DR MATERIAL CHANGE WITHOUT PROGRESS, TREATMENT MODULE,. EACH LEG EXTENSION IS TO 7.IF LEGS ARE EXTENDED PAST 48', USE OF SCH 80-OR NOTE; MINIMUM COMPARTMENT DIMENSIONS PIPE INTO TREATMENT TANK. _ more than four elbows, from the minute (341-LPM), or 45 U.S. GPM (170 _ DESIGN AND/OR MATERIAL CHANGES WITHOUT NOTICE. BE ATTACHED TO ITS CORRESPONDING FOOT WITH STRONGER PIPE IS RECOMMENDED. Date1-0 - REMAIN THE SAME. - Date HighStrengthFAST unit on a contractor LPM) with a 2,0 design safety factor, pate 01-0 THE PROVIDED HARDWARE, SEE HSF4.5X DWG • - 7. COPYRIGHT (C) 2005 BIO-MICROBICS, INC. ® MICROBICS • MICROBICifJ". • RUN VENT <10' DIA) TO DESIRED LOCATION AND COVER BIO MICROBICS HI hStren thFASTe4.5 F 4.ACCES TANK MUST HAVE A MINIMUM OF ONE BIO MICROBICS supplied concrete base. The blower must An optional (6) six inch hole and BIO- BIO� 5. ANCHOR ALL LEG EXTENSIONS TO THE BASE OF THE 8• , g g ACCESS PORT FOR PUMP OUT, MORE THAN ONE - ,„ w, R a 2 o HighStrengthFAST®4.5 P not set in standing gasket can be utilized on the same ,„o o R a a 2 o HighStrengthFAST®4.5 S ' � 1 w p w p E HighStrengthFASTe4.5 X a D WITH 1/4 MESH SCREEN. VENT MUST NOT CAUSE 56.5' TANK EXCEPT THE CENTER LEG EXTENSION. PLACE 1-SOO-753-FAST 3278 IS RECOMMENDED, 1-800-753-FAST 3275' centerline dimension or up to 2 inches 1-800-753-FAST-3278 I-----K-- -� 1-500-753-FAST 3278 BOLTS AT OPPOSITE CORNERS OF THE FOOT EXTENSION EXCESSIVE BACK PRESSURE... . - p ww Q ww- M.2003 T , - m�` Svc nu ns"�""wmimwnu ,uo w,*in"K"�cTxm'm M{'°rwvm. Drown by BMI an°°S and°" ,wx law.i. Drawn by Bn•1i. °wn by BMl °`mw ,u°w°ce" a Drown by Bl�'lI LE BARON MODEL LKI l0 - M.THIN.AME&COVER - DRAINAGE ELEVATIONS- . LE BARON MODEL LF248-2 TO WITHIN 1M OF F.G.(TYP.) FRAME&GRATE(TYP J (SEE DRAINAGE ELEVATION CHART) RIM INVERT SIZE T_I i i_I;,_„ '-Ti-1 T 1- „III-I -I I-ill-i ° CB 1 34.8 30.4 4'ID t-1Ti_ -I I�I I- -u r '-I I t-iTt-n i- - '!I ICI I I'IT-I i�!'' CB2 20.0 16.0 4'ID CB3 19.0 15.0 4'ID NOTE:ALL COMPONENTS TO BE ° H-20 LOAD CAPACITY CB4 26.4 22.6 4'ID 6"MAx. PRECASTCONC.RISEROR LP1 37.5 35.5 1,000 GAL W/4-OF STONE N RO:iECTIox� MORTAR SHIM Q BASREQMR RED P) LP2 _=_- 29.8 1,000 GAL W/ P OF STONE (TYP.) As REQUIRED(TYP.) - , LP3 25.5 1,000 GAL W/4'OF STONE ° 2-1 1/z"D HOLES' o, FILTER FABRIC(TYP.) 1 '.; LP4 20.8 15.2 1,000 GAL W/3 OF STONE ° (TYP.) 2%(TYP.) _•,_ ° '' 12" ° _.. 2%(TYP.) __-� _ - ---- PROPOSED BITUMINOUS ,.., .... ° HDPE PIPE .. 12"!� _ _ ---- LPS 15.5 1,000 GAL W/3'OF STONE WHERE REQUIRED PARKING AREA ¢ -- (TYP.) ° FIDPE PIPE _ a LP6 14.6 1,000 GAL W/3'OF STONE _ r REGRADE TO CREATE o (TYP.) 0® M ® O ® ® ® � f LP7 - - 14.2 1,000 GAL W/3'OF STONE MIN.0.5'-DEEP SWALE E -`"' ° �,, > ,'A EXISTING GRAD - ° -. ® ® ____ _ ® ® '� ® ®0 " LP8 35 5 0 GAL W/4'OF _.._ N �r >�� ,;. � .> - STONE ' / ® ® ® ® ® M1 ® a { 3 - LP9 ---- 35.0 1 000 GAL W/4'OF STONE PROPOSED SWALE - - - �f 7 PLANTED WITH NEW ENGLAND EROSION - - ° V •� �- KA G'4" EXSS DE CONTROL/RESTORATION MIX ° o_ ! d i > %l ' '�' ._^ 7_ ® M ® ® ® ® ®O ) " O GRA MIN. c '' SEE DRAINAGE ELEVATION CHART L FOR ALL INVERT ELEVATIONS ._. ® ® ® ® ® ® ® r r 'i ) { (c 1 �� SEE DRAINAGE ELEVATION CHART FOR SIZES x i'"-t^ "% � i'4'1; EM 13 12 M El s -"`3 ram`S L (TYP•) F� € {d-...3) --r., w�`,�.: .x s; 6'CRUSHED CATCH BASIN 13 In MI STONE(TYP.) TRAP(TYP.) SECTIONV - V o® M ® ® ® '® ® f % VEGETATED SWALE XZ Not to Scale 3/4"TO 1 1@"IJOUBLE WASHED - - DRAINAGE SYSTEM BRUSHED STONE(TYP, DEVELOPED SCHEMATIC - Not Not to Scale I. CROSSWALKSIGN - u ON POST _..-. ..... ' X 1:12 (MUTCD W 16-7P&Wl I-2) _ - _ .. ....._........ .., - a _ BACKFLOW PREVENTER - - 1:10 36"MIN. 1:I0 VALVES REQUIRED FOR n, CURB CUT WATER SERVICE - - rn MAY BE NECESSARY TO - - PROVIDE SLEEVES IN FOUNDATION PROPOSED FOR WATER SERVICES 1"METER - PROPOSED CLUBHOUSE - PROPOSED PROPOSED - 2"DOMESTIC SERVICE V FIRE SERVICE PROPOSED COORDINATE �- COORDINATE PROPOSED l.5"DOMESTIC SERVICE WITH WATER COMPANY WITH WATER COMPANY R FIRE HYDRANT I TO IRRIGATION ��JJ (SEE ALSO P-1) (SEE ALSO FP-1) PROPOSED 6"DI MAIN COORDINATE WITH CLUB f T COORDINATE _ (SEE ALSO P-I) PROPOSED WITH FIRE DEPARTMENT - h PROPOSED WATER COMPANY THRUST BLOCKS PROPOSED T"S PROPOSED FIRE - SERVICE PROPOSED WHERE REQUIRED &REDUCERS FREE STANDING GATE HYDRANT - 7�(� BY WATER COMPANY AS REUIRED STANDPIPE SERVICE CROSSWALK (TYP.) (SEE FP-Q GATE _ EXISTING. l0" WATER MAIN Not to Sale PLAN VIEW 1 PROPOSED WATER SERVICE Not to Scale Revised Plan Submittal Sheet SE3-4398 Applicants Name: Oyster Harbors Club, Inc. Project Location: 170 Grand Island Drive, Oyster Harbors This project has already been issues an Order of Conditions X_ Or - Order of Conditions not et issued ,ter, i t�I't �v f�L d'»✓4 This plan will be considered on _----_-_ / ) X Date - d , C 11 o.canal.street drawing scale revisions �,� number date description As Noted Inc. cbt - ; SITE PLAN 6 10/18/05 Construction Documents Sullivan Engineering, C bost�n.MA.o2114 5 10/04/05 Construction Documents PO Box 659 7 Parker Rood Construction PROPOSED IMPROVEMENTS project number 4 09/02/05 Permit Package 0 ster Harbors Club Ostervi/l e MA 02655 DETAILS 97049 3 08/01/05 Packager Osterville, MA 02655 Documents O O O te1:617162.4354 SPm6 2 06/28/05 Add Mitigation Area Per ConCom (508)428-3344 (508)428-3115 fax (508)420-3994 (508)420-3995 fax date issued 1 03/04/05 Add FAST System PsUiiPE@aol.com capesu>•v@capecoa.net chi lds.bertman.tseckares.inc - fax:617.236:0378 10/18/05 01/05/05 OVERLAY DISTRICT: DIRECTIONS t �.. AP - Aquifer Protection District From Hyannis - Take Route 28 into Osterville; / / rap of Coastal Bank As Shown on Plan Entitled At the lights by White Hen Pantry take a left / (state Definition) \ onto Osterville West Barnstable Road and follow "Revised Groundwater Protection to the end, Take a left onto Main Street; Take a " At the stop sin take , ��� •' "� Overlay Districts — April, 1993 aright onto Parker Road, p g o ' ¢ y P a right onto West Bay Road; Bear left onto Bridge Street, and follow to the Gate\House; Bear right "• -" - onto Grand Island Drive; As roe bears left �\` r , FLOOD ZONE: Club will be straight ahedd #I /U.. + r ° Zone All (el 11) & C Community Pone/ No. / #250001 0018 D // / / / 'r� .. ✓ f f / v v -�� I I July 2, 1992 y , I 1 . ��°• � m 71, ZONING DISTRICT: / — / \ _ /! r j^ ".^ ._..- _.-•-t5 ^' ^,..\ �\ / l r r J f t& ,....W\' r RF 1 / f/ 7Jr 8..h GYcas /1i^/ , r ✓�...-...__ ._...._ ._... .__ .._ t ✓ ORIGINAL LOCAncw J/ f Area min. 43,560 SF \ / / / ^"° ,,�` ; % = /r _ ___.._ _ _ / f OF PROPOSED JJ ` :x - i': ••' (min.) `".., \ ,..� ' 0°�i // / w/.,. r... __,_ ....._ ACCESSORY STRUCTURE f r i / (12126107) ' T Fronto e (min) 20 \ 'It; / Top of�o�sfol dank/ TimsCove t h ,. ;.• , . Width min 125 \ \ \ (Tdwn tJafnitlony -20 / / TTop aY Cr.sta,-frank Stot Ae f Itlan / / r LOCATION MAP . Setbacks: �........ � s / Front 30' / _ / / / / I( /% /✓ / _.___.__._ -__ 1"=2 OOO±' \ _ _ _ - r r Side 15 \ \ - - - - - - —D'MSL //Fr,% / - �_ \ 11 -1 _..._ J j ✓ / Rear 15' / ,r'"- Yr �_ �► } `I\ jf ! / to , ASSESSORS REF.: �t SE IT S � r ff✓r'�/.•, �-' `J >' �'� EXITING SEPTIC J Ma p 053 Parcel 012001 - : O//tffl/fttt l / / r p 4� / _ ! ....... � �- —MNMKAPPROX.)� ........... /////,r°��JJJ//�ff`t td,/ } i 20 § 286 a 4 � i 19�95 844 ! } o .................. se°a� �cWC R�sEo LocAn � � . } \\ rr .......................................... r r / �•�"`^ ....•.`` ... : '^-• ,,. ..'.,•- -'/�x, ,.✓ /%/ %�s t/ f /f ,`^ `"r r �{,q� j "� � \ 1 } 'i f .". --.. _.✓::: \ \ Sc, o� �``/ _--�•..'.''�a'"`� -- sr,,"".rQ f-s`"✓'ter`'"d''r J/''!,r/� I f { � -.' 1` - - - _ -� ___ 1 I` ... • f J �'" •. • .' Bench Grose •^"-. `'"rr'' '".r ":,:.-''r''r''rf J//. / / £ �' '^s� ?/j} }�?:. \ t A e° i i ✓` i J/ / MITIGATION ARE Top of Coastal Bank rr t r 5 i, --,-: r FER SE3-43 Town & State Definition) rr r �! -... \.``.. .`� :' r r�r,,,. ..•J•� .r yYWi-.' `,rr, ✓ __ ._.. ^'9, �_}t. \ i ��- \\ .: ;ir;-.- /s \ 3\1B - •''' flood Zgna Lines as Shown a / fj/ryr�,,To� c{aAa r ••^"' ._ on FIRM Paael t 250001 0018 D %-^�,r..-• "://l//// � �fe,. frIIiHU-„ri�.. _ �•-',�` "" f'•A, MIN \ � ' -- _ e d "„"�,.. •-.... / r.a ''•-'r r.-f-"'' J! ,r ''.sr-,,,,i .!'" ..-.! .... — ...�a..."}- LING ,. Coo � / ,r,t °��5� •�''r "irlj//'•••'`'• r r 4 ...TOW/1,. _ •\ M `' I ,Q ® ® ® ® . ® i } Q C Af _ „ ^.�-. ..� p1t% r' " r •'r i'./ ,,r r ,P. /-" _ _._ ._, gIN V .: - - V \� FEMA Zone 1(el T7) `a r °e c r r /, / c i: l ,a6 r r ��� ,, ., ...• FtrM -�, /-;!,. ,,.,.--• l''r r r r , �,,/,,•'l�-X wAr ~`/--i'" _,..�._ \\ ''� \ f _/ � N7j""a, I •s -.._ : .: .....,..-.`.' ..-'';t5''.-!,.y' rr f, r�,r>'' ,,''r''r r.� !' r.r'' •,. ' � J / •j.- -1 r � ,ti �\ ,r r r.- r / ., ,i r / � .^`•r /rf^"''". •� `^.ry �, - � `� `�' '' ,� 1 �+ IUS Z`l } I,TIIMIHA)""" f. \ \``e \ t / , r ,r r„ ,yg? 2 rr Wdr ✓ r r `rh - / / / ��✓ •/• r r - r - 1' \ ....-2 •..."' ':' ., `, .� '��..;`... / f /, .rf �'' //! ! r :'' / i ,� RACE -_' t TER A ON •. / j / T / 1 1Iu PP /...; / flit /.sap/ CovE ;� t;ll ftl j 1 �r I ! c�` `� ` . :�• fj / ✓ / "- \ � `� I t f //f f J J l t i f ! l f t r ,S� �''®�''� / t r l t't I f � 1 t '�•+'$. t 1 jr j 'r l f I It I I//Q J ,..�.•,. ,. I J 1 !11 t/ 1 r t / f f f !I f t ! r f f � t ``� `°„, ."`•�a•`�\ %--ram 1 r-`�-. j ! r J t! j f t I t / t USE / f fli. Jlft�" It y ; ,' � iL ! ! f ft t , jl / f / / 1 Ct091 3g0 f /./J 1/f'/Jj/1 tt j I —it _ °cs a�'1 f / 1 J!t tf / -f Jt ! j j f f i r ! } F• EL \ \ � ,. .,� y '°.ti-`'Y�`.`�,\ !J // tit! J f r. / f! ` J }} r � ✓ /f� / f I �I � � l J F � ` \ � ,,. \ \ `•-..`^y``,�� .�. / f/ / f 1 x./ J jf ff jf tt Low° i r / �'/'� ,f/f � � j t "" '4 r °t 4 0 r �, ` — �, ..---_ \ \ / � , .`'`. \ -.. \as.� ,\ 11 -,f -✓ / s f! // j 1!!j/r_- � •�•'•'�'- �� £�� ,. !✓� f I is t m 1 1 / _,,. /--� --- ., �\ -.,_ \ �. \ r ! ,l I ' , f I""; �3:• '- - \ p ptj0 c0`� / r / / 1 \ ✓- / ! / / j / / 1 1 ' \ 1 eve I ?r / of / 0r� x X \ \ -- r ✓ f / f �> -- " - K +� a ,-.. r -. - _.State \ \ / 00 Bank - ---' \ \ / \ \ \ _ __F - - r r ✓ / / / / O /' I r,,, �,. --�--__ ,_--_ _ _ ___ X \ �/ � \,,•, \` °` -- _ r `"s ''r`,,,°'rf r / �r(� ~'`--- _ .NM'No�/ ._ �'' ,,.' - —. ___•_ -_._ ____ -..__ �^ __^- - _.. .^•..._ x „X._ .•--\ � `\ \''`r. �`'1 ` \� r- ~'"' ""' r .— ..- .''" ''"' r,/!/ '` ', ~'`•,. `•-l��" /- } g� � r r � t � /Icv / ( / _ r LOT 12 `I i x9 r'' r -'-r -' - �O�© �- -_ r stgt r- �-x \\ 12.7 ACRES 1 �I �� ,/! 's,- /`� ® ® US ��D Wt -'- _- - x \ / r \ so / i/ , / ®�® e /j ®I tUMINa r x \ \ / `,g \ I f f ft IJ�f/ t! f f ® ® ® � -- _- _ ® "- - �pOSED \ t ��tT�GA�� s,�°d 2�� R0 SE�L '1 �0 Cj \ 1 r✓ ( 1 1 1 l Iall 1a w", r�c. o ° I �^ f• f f�t/ f R ELL l �( .„« r D ruRl , nn 1s r ..,. � as P� r r OpOSED t1Cr� /w 179Jn �•_�__onr- R_si. i` 1 Fairway \� Legend Proposed Light Pole .DECK x i�j t �0 p Light Bollard D c Proposed g E - p � r h R - O' t n -- _---_ CQ \� ��n ,'. \ /js+ly 0 1e �� Oy ® Drain Manhole \ O 7 "� q7y Lpa f / °—�° h15/23 Q ® Sewer Manhole Q Plan View ® WatMiser Manhole . • DY 1 \ � ED Cn Qn _ � Is{E ---- Y r .` Catch Basin -OCATED SAN ���-- \ 0 S Y 2 m ! / / / C-1 � � ° scale: 1,r= CO, 0 Drain (;li 'I J Planter RELpLA � _ STRECT _ E`� 22 1 / El b Hydrant L 2 �. , / O PK/nDail �o SO F.F• `\ 23 -X \ / -0 Guy (p �d 4 Utility Pole Overhead Wires • � Deciduous Tree i arts' Existing Structure S ••-• r P�\H OF MASs9 Coniferous Tree / _ {� :: ::; Cy Sign 2 �� !OH ,1 C. GJ, Light Post A � O Gas Valve F.F.EL.2e.s c C, O Water Valve TO BE DEMOLISHED ;168 —w— Underground Water Line F.G.EL 27.0 -��- Underground Electric Line -tv- Underground TV Line y C. ra x P ICA N/n. - - Line Underground Telephone L f w kv Irrigation ControlValve S�O O 700, ` EL.zt.0o`'?VC 9d AdM'B .......... a N�\ td F l E Existing Notes: a Utilities located on 2173104 ter & 10' 12.0o0 Gallon - as marked by Comm Water & On Target. Septic TankIrrigation 2 ches & water to tennis clubhouse ---- •� 76 75 74 73 •��. 72 & childrens camp are not shown. Shift Location of Proposed Structure And Relocate Play Area Away From Northerly Abutter DATE. 03116112 Developed Profile of Proposed Septic Connection Extend Work Limit Along Beach Access Drive DATE: 10/22/10 \ _ l Not to scale Relocate Proposed Structure from North East Lot Corner REVISION: To General Location of Existing Out Building JDATE: 09 02 10 - �\ \ \ NOTES: PREPARED FOR: PREPARED BY.- TITLE:� , BST = 1. The ro ert line information shown wasSite Plan compiled from available record information. Oyster Harbors Club, Inc. Sullivan Engineerin;.g, Inc. CapeSury Pro Proposed Accessor Structure Cb Partial Plan View 1 Grand Island Drive Po Box 659 7 Parker Fiod p y 2.) The topographic information was compiled Oyster Harbors MA Scale: 1"= 20� from an on the ground survey performed on Osterville, MA 02655 Osterville MA 02655 t or between 11/NOV/03 and 26/NOV/O3 (508)428-3344 (508)428 9617 ffox (508)420-3994 (508)420-399a fax 170 Grand Island Drive and Proposed Site Plans issued by us for capesurvCn�capecod.oet o / / Barnstable (Oyster Harbors) Mass. " Construction on 18 OCT 05. _50 0 25 50 100 20o Draft: JOD Field: MDH/WHK/RRL 3.) The datum used is NGVD '29, a fixed mean Comp/Review: PS Comp/Draft: WHK/MDH/RRL. DATE: SCALE: sea level datum. December 26, 2007 As Noted Job # 97049 Job # C465.1 i 1 •� ':'` \\ VSTE ,�• � ; . , -r, ,� �... .�+ SEPTIC. S MDESIGN' Phco SHOP o<K��s a e z0 6 Pp. .N s w G F-V CI Q 1• Y Y. �i ♦. Y i'o Pn C. TAN\C.. SO :» Gr2EASE T,e�P Is AIo x TO : 'bOp �5-ao v.u..aly D-Box 65 35 0 EACH t U C, S A$40 Q9S7 � Z A► 2-4x 12'x 65' c, roA ? Leaching Galleys q IZCA C��� - tZ8'T!07 2EW �C o/ USE 2- bSFT LONG- LEACH FI ELDS p Toq Existing Paved ><;1.' ,.•. �,`' �~, ,,, ��c k Parking Area c1 �`.. ti.tip r3 a k i5-'Sxia�, �,�rr•s.. Zey f v e� T 1 r SE I PTIC TAN KP MAX 1 NLETELI=Aj10N SEE) PRO � tia O � � SWOP / N / C a 13,Z FG t 13.0 1 7000 GAL ` `< SEPTI C TANK 12.13 t 3 12.o 30T. EL. 6.0 T E E Iso G L O A l GR�AS{=TRAP _ 5' tAIt4 ,cr--6 RAP _... A.GGG.SS MC.NNOI_FS P.GOt1tRES� �w,.. S-TANK - ZW'o 3 RCG,�, -- PLAN VIEW V_e0A - 2-4"o 1 RI=Q �T �.s� GROUND WATE Scale: 1 =40 L_- GALLa;Y - ZWo a REQ/- REn1CN DEVELOPED PROFILE Not to Scale ZH OF � �... a Illi4� suu�nraN �ti'0.2y7�3 � � g NO.297s3 -' CIVIL CaE/il C' ADDITIONAL NOTES 1. All construction materials to comply with Title 5 latest revision. ., OF 2. It is the contractor's responsibility to field locate all underground utilities. PAN Septic U pg rade Hogs ss �, Pro Shop 3. The State Plumbing Code controls the first 10 feet out from the building. CIVIL�� � a Oyster Harbors Club This section of pipe to be cast iron or approved equal. Balance of all Oste ry i I I e Mass piping to be 4 inch diameter PVC schedule 40. 24'Q4 P•c-c. zitees w C.T. crwEQ.S spa sAt. ' � Date: March 19,1998 4. All components to be H-20 load capacity. Contractor to supply ownerEP With rtit tl � ••� -2` of PI ►S1D�tt+ ' ce Ica on from supplier. 5. Crushed stone to be 3/4 inch to 1 and 112 inch. All stone to be double -4— 34 m 1 L C.O.us ti r D C. washed. 6. The grease trap,septic tank, D box and leach trenches all to have access manholes with heavy duty Sullivan Engineering inc. 7 Parker Road, 0sterville 02655 frame and covers set at finished grade. S rz4X 10" G^C_$1 IAJ& 6a (508) 428-3344 n - ,._...,..-..._...._ ....�..�._�...-..wr-.•„�I,.M•*r+ ;. �+nsr._.,.,rr�.^.y�r+ill�►�•"�*'.'M ..•.~_^---._.._ �......,.�...i....,.--- - • R .. M • 1,4 cnv5 h J IL- 1 d «eh , ONOF , E•• o TS # .... .ate- o-•^- �, �` f- 'A4�' , '� _ 100. 10. A; a 10 s r .4 .. h� r N T 9/ISE t ; Li ._ ut <'r w CL rAtIA- Of CE . G LZ O YY C ir ; Awk `, O too k' L.AN ll�HOW/N t_ AYou r FDk WATEt u � f/PPLY AND .S1ti`AEDISPOSALt�� c s , CR :. � , r t" R CLUB "OU5E AT O Y. r R " CA LF 10o FEL T ro AN INCH . f ' ... _.+.-w�.a 1�:,..�.-_... ,._ ..yr....:�y�,_ ,,..- _._... _ ........•.�,...._....«...«»...... _.. ... ... .. ...._-..-�r-�s.#.w..v...._,.,v. sMk+ .+i+.w�.rw»w,.:+w..twn....a�-r,c.. .wnr,r.;,oyD.y„r._.,...`�^ ".«�.M......nr..�+.-'. V .�w��Mw+MeMr.�ir....� .�.-,....�.._ M t XI--" 12 Z77 ✓ -2SCp ! f TC A-77 .27 . !p-