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Home My WebLink AboutCOTUIT OYSTER CO. - RETAIL FOOD Cotuit' oyster to-.' 1 26 Little 'River Road h f t Town of Barnstable BOARD OF HEALTH OJohn T. Norman Board of Health Donald A.Gaudagnoli,M.D. BA%N9rABU_ F.P.(Thomas)Lee,. pap b 9200 Main Street, Hyannis, MA 02601 Daniel Luczkow M.D. Alt. 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: 99 Issue Date: 01/01/2022 DBA: COTUIT OYSTER CO., INC. OWNER: COTUIT OYSTER COMPANY INC. Location of Establishment: 26 LITTLE RIVER ROAD COTUIT„ MA 02635 Type of Business Permit: RETAIL FOOD Annual: YES Seasonal: Ind 0 Total Seating: 0oorSeating: 0 OutdoorSeating: g FEES FOOD SERVICE ESTABLISHMENT: YEAR. 2022 RETAIL FOOD: $100.00 COTTAGE FOOD OPERATION: Permit Expires: 12/31/2022 B&B-FULL BREAKFAST: CONTINENTAL BREAKFAST: MOBILE-FOOD: MOBILE-ICE CREAM: CQ FROZEN DESSERT: Thomas A. McKean, RS, CHO, Health Agent FOR ESTABLISHMENTS WITH SEATING: PERMIT IS NOT VALID UNLESS ISSUED IN CONJUNCTION WITH A COMMON VICTUALER LICENSE Restrictions: MUST POST VARIANCE LETTER. A conditional variance is granted to install and utilize an incinolet toilet and a grey water disposal system. Applicant must obtain variance approval from the MA DEP prior to obtaining a septic permit. Property is restricted to non-residential use. a t _ Town of Mirnstable ULUS � { 3 'Services i N } c r -1 alth Di W Ntkh°"sis� x'41T1 I C': I ' I' <�� O t�)'� V , 1 t� �- If?�4i'��.� f .. � �,�'�� r�4a �� F�'�IIEI' t,k •,�°a 41 Nf,4I1.I`4. ,�k[)DRF: °°01 1 11 F I":id EA I I NMI ,0M% MPlA. IVAIKICoYES NO �:.. 144NNN `ALN4ATE k", tI "5+,1� EMIQtll#F:ll) ESEATIZ OF:Sj��E-,'�T:S: INS11)V, 'I_ITSI .. . � ti I ��I3�I�AIN A co'NINI N VICT� �4t.,I,VR 1-1( L\-11 F�I��t�1,1 i�l�.�NNING DO!- -11 ; WIMN , , VOR, r;il I1►I �i' ;'` 1!�AN AIR (A 10'IN PRt�4 11)1 I) ,41 %$AI1%+I [ l T'A'1 Us 1! ;� IF1 1" I�� : (PLEAS t III t I� A�,IfiTi{ r"r e l'fAl.�` RF,Lt1%4'F FOOD SURVICE F(X)V 0 C.}` rrq*ro+I (tta TCS C ► h(follds reqVITkigIcr, t° sir + C,'r l#T t��l F"� 1)1 1 IrS1 1 It1` 1 rr srrrl � t a kitrht ) 1()01') F t.)/y,:N 1tkwj OSSF.RT M CMNI I!FN(; — (CATERING ING NOTI(T REQUIRED BEFORE ORE I:V N �L 11 FACE $F < A T INEW 4644 F� xS g 1 "f A. nd 0411SA04 '. " ' GP 000 NON ` �" a, g u F. f'f Y ��4Si lAi kl�l'L.ta � r t �Yz� y� �. , .rrid[F H at „a it P k :$�. AA 'Eta '�ORPOR TE MP Pf.: F .,.gyp.. s i [ $ � C:'ehi 1 tr r 4 E�r�rta rA � �1 r ca 9 1 N 14 t Jest(1) .�'4�I r . a��a*ram *Ctrli S44iff I1 'tpt3l f-w`�`I`. lit.l l!'r1E.` Fps 1k1tk%t r a t t r l «t 'r r [t i^atl ii Sri Nf� fir'PER SHIFT, , NIA'At.1i �'(,Al s t°t ,. f R F i t A V l�Y I Fir IIk-Ath Div. will ` Ut � �' r � � w. �°'a il rate sE (arr i tr � r€,l��e°N cl at 1aur�+ f hrnc t,. t'tt'tt t�cl ' MiAti; 11t n l AMC .. A) L d dart .)ate F $$$ e ' r yp a .l 4 a i t'I a;; fi. ca t r viv, at , ral jot �G��l� 411 , � .. fit'& t . , � , cc rdi �v P t til ttlA:, 1'n""'14 Cana'murl, ,.,, �,i� ,a,n • 3 g fi:,%�. ow -nov tit tt low i t,43ny food pukKil hy a f&Xiv modIT IS YOUR Rf FUN KY rk ih ` F � � � '; � rt� 4 �ppa ,{Y J{:e# gpv T♦p,yg ,Qyy ppgd y♦ /�q�g�y� .. ,qL,. y�,�p g(�■ . ; W W 1f 43 y q L.a �+ 4� a# n � w �� E Town of Barnstable BOARD OF HEALTH John T.Norman Board of Health Donald A.Gaudagnoli,M.D. BW"iRN Paul J.Canniff,D.M.D. F.P.200 Main Street, Hyannis, MA 02601 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: 99 Issue Date: 01/01/2021 DBA: COTUIT OYSTER CO., INC. OWNER: COTUIT OYSTER COMPANY INC. Location of Establishment: 26 LITTLE RIVER ROAD COTUIT„ MA 02635 Type of Business Permit: RETAIL FOOD Annual: YES Seasonal: IndoorSeating: 0 OutdoorSeating: 0 Total Seating: 0 FEES FOOD SERVICE ESTABLISHMENT: YEAR. 2021 RETAIL FOOD: $100.00 COTTAGE FOOD OPERATION: Permit Expires: 12/31/2021 B&B-FULL BREAKFAST: CONTINENTAL BREAKFAST: MOBILE-FOOD: MOBILE-ICE CREAM: FROZEN DESSERT: Thomas A. McKean, IRS, CHO, Health Agent FOR ESTABLISHMENTS WITH SEATING: PERMIT IS NOT VALID UNLESS ISSUED IN CONJUNCTION WITH A COMMON VICTUALER LICENSE Restrictions: MUST POST VARIANCE LETTER. A conditional variance is granted to install and utilize an incinolet toilet and a grey water disposal system. Applicant must obtain variance approval from the MA DEP prior to obtaining a septic permit. Property is restricted to non-residential use. i' b 444 f For Office Use Onlv: Initials: T"E'°'r Town of Barnstable I'I' Date Paid Amt P_d$ BARNSTABLE, ; Inspectional Services I Public Health Division Check# �57 ArfO MAy a Ewe Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 APPLICATION FOR PERMIT TO OPERATE A FO D ESTABLISHMENT DATE M L® NEW OWNERSH�I,P` RENEWAL _ NAME OF FOOD ESTABLISHMENT: �U'`°r it (�y�-�a� ,/ C d 2� Li Mlle eFVQc-�� d (JA /� 0 2C-3S' ADDRESS OF FOOD ESTABLISHMENT: / it MAILING ADDRESS(IF DIFFERENT FROM ABOVE): P 0' A ox S(->3 e 6kll MA 026a r E-MAIL ADDRESS: Lkk e� TELEPHONE NUMBER OF FOOD ESTABLISHMENT: TOTAL NUMBER OF BATHROOMS: I WELL WATER: YES NO ..(ANNUAL WATER ANALYSIS REQUIRED) ANNUAL: SEASONAL: DATES OF OPERATION:_/I /2 f TO NUMBER OF SEATS: INSIDE: 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 REOUIREMENTS. IS WAIT STAFF PROVIDED FOR OUTSIDE DINING? IS AN AIR CURTAIN PROVIDED AT WAITSTAFF SERVICE DOOR(S)?�q" TYPE OF ESTABLISHMENT: (PLEASE CHECK ALL THAT APPLY BELOW) FOOD SERVICE F,4ETAIL 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 Q1Application FormsTOODAPP 2020.doc OWNER INFORMATION: FULL NAME OF APPLICANT SOLE OWNER: S/NO OWNER PHONE# ADDRESS /�6 , 1/�C�,A S-C 7 Coy' d A4 - CORPORATE OWNER: C�r d c7' uIb CORPORATE ADDRESS: Z� (��/' t�Vtl &A4 COIZA, P 0Z63,5 PERSON INCHARGE OF DAILY OPERATIONS: lw r/�'V 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 Man ers Ex iration Date Allergen Awareness Expiration .�. L q ije,� Q--3 SI URE 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 openinE!! 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 httt)://www.townofbarnstable.us/healthdivision/applications.asi). 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.3151 each calendar year. IT IS YOUR RESPONSIBILITY TO RETURN THE COMPLETED APPLICATION(S)AND REQUIRED FEES BY DEC 1st. Q kApplication FormsTOODAPP REV3-2019.doc pf Town of Barnstable BOARD OF HEALTH John T.Norman Board of Health Donald A.Gaudagnoli,M.D. srxale + Paull.Canniff,D.M.D. as 200 Main Street, Hyannis, MA 02601 F.P. Thomas Lee Alternate °"tea 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: 99 Issue Date: 12/10/2019 DBA: COTUIT OYSTER CO., INC. OWNER: CHRISTOPHER J. GARGIULO Location of Establishment: 26 LITTLE RIVER ROAD COTUIT, MA 02635 Type of Business Permit: RETAIL FOOD Annual: YES Seasonal: IndoorSeating: 0 Outdoor5eating: 0 Total Seating: 0 FEES FOOD SERVICE ESTABLISHMENT: YEAR. 2020 RETAIL FOOD: $100.00 COTTAGE FOOD OPERATION: Permit Expires: 12/31/2020 B&B-FULL BREAKFAST: CONTINENTAL BREAKFAST: MOBILE-FOOD: MOBILE-ICE CREAM: FROZEN DESSERT: Thomas A. McKean, IRS, CHO, Health Agent TOBACCO SALES: FOR ESTABLISHMENTS WITH SEATING: PERMIT IS NOT VALID UNLESS ISSUED IN CONJUNCTION WITH A COMMON VICTUALER LICENSE Restrictions: MUST POST VARIANCE LETTER. A conditional variance is granted to install and utilize an incinolet toilet and a grey water disposal system. Applicant must obtain variance approval from the MA DEP prior to obtaining a septic permit. Property is restricted to non-residential use. r For Office Us Initials: y "'E'�►. T f Barnstable own o s e (� � Date Paid l / $ ,,,�AB,E ; Inspectional Services 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 Z l9 l NEW OWNERSHIP RENEWAL NAME OF FOOD ESTABLISHMENT: 1-4 N S K. ADDRESS OF FOOD ESTABLISHMENT: L� l�� 'l/I �C �`t ry 2 S F P 0 . �o X S'G 3 Co-4 1 4 04A OZ93 5 MAILING ADDRESS(IF DIFFERENT FROM ABOVE): E-MAIL ADDRESS: l:;`1�� f' CUt�c �isrCu rt� j�rJ r Cd►n TELEPHONE NUMBER OF FOOD ESTABLISHMENT: Cat) qZr - 67Y7 TOTAL NUMBER OF BATHROOMS: WELL WATER:YES NO L/... (ANNUAL WATER ANALYSIS REQUIRED) ANNUAL: SEASONAL: DATES OF OPERATION: 1 / 40 TO I'L / 71 / 24 NUMBER OF SEATS: INSIDE: OUTSIDE: TOTAL: SEATING: MUST OBTAIN A COMMON VICTUALLER'S LICENSE FROM LICENSING DIV. ***OUTSIDE DINING REMINDER*** OUTSIDE DIMING,MUST BE APPROVED BY THE HEALTH DIV.AND LICENSING,AND MEET OUTSIDE DINING REQUIREMENTS. PROVIDED FOR OUTSIDE DINING?IS WAIT STAFF O O IS AN AIR CURTAIN PROVIDED AT WAITSTAFF SERVICE DOOR(S)? �- TYPE OF ESTABLISHMENT: (PLEASE CHECK.ALL THAT APPLY BELOW) F D SERVICE ETAIL 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 FormsTOODAPP 2020.doc i t i i OWNER INFORMATION: FULL NAME;OF APPLICANT h rr s �r J �010 SOLE OWNER: PESNO OWNER PHONE # -7� �-3 ZADDRESSVo S,6 Z Co CORPORATE OWNER: CORPORATE ADDRESS: Q d S6 3 �it l� 2 6 3 r 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 -71 1P"� iV� `-�-- 167 Zd �u�o #Z3 r r let SIGNATURE 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 httl2://www.townofbarnstable.us/healthdivision/ai)plications.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. 3 1"each calendar year. IT IS YOUR RESPONSIBILITY TO RETURN THE COMPLETED APPLICATION(S)AND REQUIRED FEES BY DEC 1 st. t 6 f f R t Q:\Application FormsTOODAPP REV3-2019.doc i 0 tHE BOARD OF HEALTH F Town of Barnstable Paul J Canniff,D.M.D. Board OIr Health Donald A.Gaudagnoli,M.D. *' RAW`STABLE John T.Norman F.P.200 Main Street, Hyannis, MA 02601 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: 99 Issue Date: 12/20/18 DBA: COTUIT OYSTER CO., INC. OWNER: CHRISTOPHER J. GARGIULO Location of Establishment: 26 LITTLE RIVER ROAD COTUIT MA 02635 Type of Business Permit: RETAIL FOOD Annual: YES Seasonal: IndoorSeating: 0 OutdoorSeating: 0 Total Seating: 0 FEES - FOOD SERVICE ESTABLISHMENT: YEAR: 2019 RETAIL FOOD: $100.00 COTTAGE FOOD OPERATION: Permit Expires: 12/31/2019 B&B-FULL BREAKFAST: CONTINENTAL BREAKFAST: -— ---- -- ---- ---- - MOBILE- FOOD: MOBILE-ICE CREAM: CQ� FROZEN DESSERT: Thomas A. McKean, IRS, CHO, Health Agent TOBACCO SALES: FOR ESTABLISHMENTS WITH SEATING: l PERMIT IS NOT VALID UNLESS ISSUED IN CONJUNCTION WITH A COMMON VICTUALER LICENSE j Restrictions: MUST POST VARIANCE LETTER. A conditional variance is granted to install and utilize an incinolet toilet and a grey water disposal system. Applicant must obtain variance approval from the MA DEP prior to obtaining a septic permit. Property is restricted to non-residential use. WE r For Office Use Only: Initials: Town of Barnstable Date Paid Amt Pd $ � � MASS. Inspectional Services A,0 Check# ��I •� � Public Health Division Thomas McKean, Director 200 Main Street, Hyannis,MA 02601 ' b Office: 508-862-4644 Fag: 508-790-6304 APPLICATION FOR PERMIT TO OPERATE A FOOD ESTABLISHMENT DATE 2Z ,I NEW OWNERSHIP RENEWAL NAME OF FOOD ESTABLISHMENT: col uG o4,54r, 6. ADDRESS OF FOOD ESTABLISHMENT: 2,6 1 j-"L_ f_4Je_ 10A4 C04i4 1M1 4 0;Z&Tr MAILING ADDRESS(IF DIFFERENT FROM ABOVE): 0 6> (30y, To E-MAIL ADDRESS: rl/v;S(� C�ttPL� C�S�tiC0�Y1 , Cori TELEPHONE NUMBER OF FOOD ESTABLISHMENT: S( �� ) t Z� - 67�7 TOTAL NUMBER OF BATHROOMS: ' WELL WATER: YES NO,�(ANNUAL WATER ANALYSIS REQUIRED) ANNUAL: SEASONAL: DATES OF OPERATION: 1 / l Ilro )Z /3/ / P; I NUMBER OF SEATS: INSIDE: OUTSIDE: LV A TOTAL: 1 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? IS AN AIR CURTAIN PROVIDED AT WAITSTAFF SERVICE DOOR(S)? TYPE OF ESTABLISHMENT: (PLEASE CHECK ALL THAT APPLY BELOW) �OD SERVICE TAIL 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) _kf!!�C'ATERING ... (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 Q:\Application FormsTOODAPPREV2018.doc PLEASE CALL 508-862-4644 OWNER INFORMATION: ® _ FULL NAME OF APPLICANT {/ � CArj y�l0 SOLE OWNER: Y S/NO OWNER PHONE # '77 i1{ —'L3$ ADDRESS_ h�.�k 1 �i �o�v p r4- E 5-6CORPORATE OWNER: � FEDERAL ID NO. :CORPORATE ADDRESS: 4 Uokr- )U ;60• 0J /"A d 2�3s PERSON IN CHARGE OF DAILY OPERATIONS: 1�T(�}�Pl(Zf �l �� 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 I. Chas Cr,4�►�,14 i / i 1. Ctir►s ��ul� i 1 i 23 2. CG(At 00 kaO- S /1 SIGNATURE 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 http://www.townofbarnstable.us/healthdivision/applications.asp. 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 1 st to Dec. 3 1"each calendar year. IT IS YOUR RESPONSIBILITY TO RETURN THE COMPLETED APPLICATION(S)AND REQUIRED FEES BY DEC 1st. Q:\Application FormsT00DAPPREV2018.doc Py°p THE Tokti TOWN OF BARNSTABLE HEALTH INSPECTORS Establishment Name: Date: Page,: E of PUBLIC HEALTH DIVISION OFFICE HOURS606-9:30A.M. BARNSTABLE. • 200 MAIN STREET 330-4:30P.M. Item Code C-Critical Item DESCRIPTION OF VIOLATION/PLAN OF CORRECTION Date Verified HYANNIS,MA 02601 MON.-FRI. No Reference R-Red Item. PLEASE PRINT CLEARLY FOOD ESTABLISHMENT INSPECTION REPORT 508-862-4644 Name �- Date j.( (,flzi Tvoe of T e of Ins ection I F O n s outm _ ' Address � - Risk o e Re-inspection Level a al revious Inspection Telephone esidential Kt %ate: ichen ,Q p `^7 Mobile Pre-operation Owner HACCP Y/N Temporary -Suspect Illness Caterer General Complaint Person in Charge(PIC) j1n Bed&Breakfast Other Inspector ��,� ✓ Each violation checked r uires 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) ❑ �,Ai FOOD PROTECTION MANAGEMENT ❑ 12.Prevention of Contamination from Hands G I 1 X V. ❑ 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 - I' a)ey�s � IN ❑ 3.Personnel with Infectious Restricted/Excluded ❑ 15. Toxic Chemicals 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 00 CL 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 ❑ 11.Good Hygienic Practices ❑ 22.Posting of Consumer Advisories' Violations Related to Good Retail Practices(Blue Items) Total Number of Critical Violations V Critical(C)violations marked must be corrected immediately. (blue&red items) ` $ Corrective Action Required: ❑ No El Yes Non-critical(N)violations must be corrected immediately or within 90 days as determined b the Board of Health. Overall Rating Y y ❑ Voluntary Compliance ❑ Employee Restriction/Exclusion ❑ Re-inspection Scheduled ❑ Emergency Suspension C N Official Order for Correction:Based on an inspection today,the 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 9 ardless 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 4 non-critical violations re 2 .Water,Plumbing and Waste (FC-5)(590.00 ) establishment 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 i 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 anon-critical violations. If 1 critical refrigeration. 28.Poisonous or Toxic Materials (FC-7 590.008 g violation,4 to 8von-critical violations=C. 29.Special Requirements (590.009) within 10 days of receipt of this order. 30.Other DATE OF RE-INSPECTION: Inspector's gnat Print: 31.Dumpster screened from public view Permit Posted? Y N Grease Trap Previous Pumping Date Grease Rendered Y N YV #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 ., w ..-.. ��.�-.�.,-��. - v ._._. �--�.�. .-.".-+'+---..•., -'-.____.. � .� _. ..�_. �t -��. �----._._. -.- .vim..-. ..-- �..- .. �.. _ a-�._ �.� ,.�� .� .r. -.� .�--_-_ --. _..... --s-�.�>-....-, .. t r _ 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 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 1S 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 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 7-262.11 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* 590.004 11 Variance Re uirements 3-304.11 Food Contact with Equipment and Utensils 7-203.11 Toxic Containers-Prohibitions* ( ) q 590.003(G) Reporting by Person in Charge-* 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* 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* 590.004A-B Compliance with Food Law* * 3-801.11(D) Raw or Partially Cooked Animal Food and ( ) P - 4-501.111 Manual Warewashin 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 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 E s-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 Equipment* ( )( ) Pathogens*590.006(A) Bottled Drinking Water* 3-401.11 A 2 Comminuted Fish,Meats&Game g * e ecrm vuzooi 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-1 1 min Eggs* 4-702.11 Frequency of Sanitization of Utensils and Food 3-401.11(A)(2) 155 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 3-20L15 Molluscan Shellfish from NSSP Listed Chemical* ( ) ( ( )-(D)in cater- Sources* Ratites-165°F 15 sec* 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* foodbome illness interventions and risk factors. * 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 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 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) Commercially Processed RTE Food-140°F* (Blue Items 23-30) 3-202.15 Package Integrity 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* Lu 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 ( ) 3-203.12 Shellstock Identification Maintained* Conveniently Located and Accessible Within 2 Hours and From 70°F to 41°F/45°F Item I Good Retail Practices FC 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 Supplied with Soap and hand Drying Devices Within 4 Hours* 26. Water,Plumbing and Waste FC-5 .006 590.004(J) Labeling of Ingredients` 27. Physical Facility FC-6 .007 7 Conformance with Approved Procedures/ 6-301.11 Handwashing Cleanser,Availability 28. Poisonous or Toxic Materials FC-7 1.008 HACCP Plans 6-301.12 Hand Drying Provision 129. 1 Special Requirements 009 3-502.11 1 Specialized Processing Methods* 130. 1 Other 3-502.12 1 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. AT/OF THE r TOWN OF BARNSTABLE HEALTH INSPECTOR'S Establishment Name: 091VIT oym Date: Page: of �� 1• OFFICE HOURS PUBLIC HEALTH DIVISIONj W FFICE:HOUR BARNSTABLE. • 200 MAIN STREET 3:30-4:30 P.M. Item Code C-Critical Item DESCRIPTION OF VIOLATION /PLAN OF CORRECTION Date Verified M67q. `0� HYANNIS,MA 02601 MON.-FRI. NO Reference R-Red Item - PLEASE PRINT CLEARLY plED MPS a 508-862A644 FOOD ESTABLISHMENT INSPEICTIQN REPORT Name Date e o T f l i �241era ion �� Address Risk etail;Service pectio evel Previous s Telephone Residential Kitchen Date: kil - Mobile Pre-o a on / Owner HACCP Y/N Temporary Suspect Illness Caterer General Complaint Person in Charge(PIC) Time Bed 8 Breakfast HACCP O Other Inspector - -M-14 I 0004� q "Q Each violation checked requires an explanation on the narrative ages)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 � A-AAKU I ywljT-3 ❑3.Personnel with Infectious Restricted/Excluded ❑ 15. Toxic Chemicals FOOD FROM APPROVED SOURCE TIME/TEMPERATURE CONTROLS(Potentially Hazardous Foods) ❑4.Food and Water from Approved Source ❑ 16.Cooking Temperatures YVA 111"- 1 ❑ 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 i PROTECTION FROM CONTAMINATION ❑20.Time As a Public Health Control ❑8.Separation/Segregation/Protection REQUIREMENTS FOR HIGHLY SUSCEPTIBLE POPULATIONS(HSP) NF ❑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 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) 1 2, r q Corrective Action Required: ❑ No ❑ Yes Non-critical(N)violations must be corrected immediately or Overall Rating 1 c J 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 ite ® Embargo ❑ Emergency Closure ❑ Voluntary Disposal ❑ Other: checked indicate violations of 105 CMR 590.000/Federal Food Code. 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 ritical. 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 viola ns observed,7 to 8non-crolat' ns. 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. vi ation, 0 8 non critical violati� . 30.Other DATE OF RE-INSPECTION: InspV to Si P i 31.Dumpster screened from public view Permit Posted? Y N Grease Trap Previous Pumping Date Greaste Rendered Y IN #Seats Observed Frozen Dessert Machines: Outside Dining Y N PI Sign re Self Service Wait Service Provided Grease Trap Size Variance Letter Posted Y N CSC s /GlQ` 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 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 EMPLOYEE HEALTH, 590.004(F) 590.003(C) Responsibility of the Person-in-Charge to 7-102.11 Common Name-Working Containers*. 3-302.11(A)(2) Raw Animal Foods Separated from Each 7-101.11 Identifying Information-Original Containers* Other* 3-501.16(A) Hot PHFs Maintained At or Above 140°F* 2 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* 590.003(G) Reporting by Person in Charge* Applicant To Report To The Person In Charge* * 7.202.12 Conditions of Use* 590.004 11 Variance Re uirements 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 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 i 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 Warewashin 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* Pe 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(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* gg Equipment* Not Otherwise Processed to Eliminate 590.006(A) Bottled Drinking Water* 3-401.11(A)(2) Comminuted Fish,Meats&Game Pathogens* Effwi-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 3-401.11(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 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* foodbome 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 1 7 Reheating for Hot Holding practices should be debited under#29-Special Requirements. 5 Receiving/Condition 2-401.11 Eating,Drinking or Using Tobacco* 3-403.1I(A)&(D) PHFs 165°F 15 sec* 3-202.11 PHF's Received atroper P Temperatures* 2-401.12 Discharges From the Eyes,Nose and Mouth* x 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) Commercially Processed RTE Food-140°F* (Blue Items 23-30) 3-202.15 Package Integrity 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* 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*17 to 41°F/45°F Item Good Retail Practices FC 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 5-205.11 Accessibility,Operation and Maintenance 3-402.12 Records,Creation and Retention* Within 4 Hours 590.004(J) Labeling of Ingredients' Supplied with Soap and hand Drying Devices 27. Water,Plumbing and Waste FC-5 .007 6-301.11 Handwashin Cleanser,Availability 28. Physical Facility FC-6 .007 7 Conformance with Approved Procedures/ g ty 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* 30. 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. °p THE rph, TOWN OF BARNSTABLE. HEALTH INSPECTOR,s Establishment Name: Date: Page:,.. of 4 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 MASS. MON.-FRI. +G79• .0 HYANNIS,MA 02601 soe-8s2-4 No Reference R-.Red,Item.. PLEASE PRINT CLEARLY ""p,. FOOD ESTABLISHMENT INSPECTION REPORT I CN (, C4 Name - Dat jyl2e o Iya"Unspection OOoeration(s) outin Address Risk Foo ervice -Me-inspection Level eta,, ,, Previous Inspection Telephone I ential Kitchen Date: Mobile Pre-operation Owner HACCP Y/N Temporary Suspect Illness Caterer General Complaint Person in Charge(PIC) Ti 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 ❑ 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 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(HSP) ❑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 i I Critical(C)violations marked must be corrected immediately. (blue&red items) a Corrective Action Required: ❑ No El 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 Embargo checked indicate violations of 105 CMR 590.000/Federal Food Code. ❑ 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 B=One critical violation and less than 4non-critical violations 9 )( ) cited in this report may result in suspension or revocation er 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) y P 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.Du ster screened from public view - Permit Posted? Y N Grease Trap Previous Pumping Date Grease Rendered Y N natur Si's Print: #Seats Observed Frozen Dessert Machines: Outside Dining Y N IC g Self Service Wait Service Provided Grease Trap Size Variance Letter Posted Y N Dumpster Screen? y N L 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 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-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 * Other 7-102.11 Common Name-Working Containers* * 3-501.16(A) Hot PHFs Maintained At or Above 140°F 2 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 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 3-304.11 Food Contact with Equipment and Utensils 7-203.11 Toxic Containers-Prohibitions* ( ) q 590.003(G) Reporting by Person in Charge* 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 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 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* * 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 Hermetical] Sealed Container* Sanitization Temperatures* Raw Seed Sprouts Not Served Y 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 Temperatures* TIMEITEMPERATURE CONTROLS 3-202.14 Eggs and Milk Products,Pasteurized* 4-501.114 Chemical Sanitization-Temp.,pH. 18 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 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 Equipment ( )( ) Pathogens*590.006(A) Bottled Drinking Water* 3-401.11 A 2 Comminuted Fish,Meats&Game g * e eeeve iiuzovt 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* 3-201.14 Fish and Recreationally Caught Molluscan Contact Surf 4-702.11 Frequency Sanitization of Utensils and Food 3-401.11(A)(2) Ratites,Injected Meats-155°F 15 sec* aces 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 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 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 Requirements. radicsrho ld be debited under 929-Special 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* 3403.11(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) Commercially Processed RTE Food-140°F* Blue Items 23-30) 3-202.11 Package Integrity 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 500.000 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 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 1.008 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. 1 , l� - 1 f �Pv°F THE t�ti Town of Barnstable • BARMWABLE, MASS.039A Board of Health AtEo M4A� 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul J.Canniff,D.M.D. Junichi Sawayanagi REVISED: June 24, 2008 REVISED: April 29, 2004 Building Relocation,Plan revision date ORGINAL LETTER: February 26,2004 Ms. Arlene Wilson A.M. Wilson Associates, Inc. 20 Rascally Rabbit Road Unit 3 Marstons Mills, MA RE: 26 Little River Road, Cotuit, MA A= 053-009 Dear Ms. Wilson, You are granted conditional variances on behalf of your client, Cotuit Oyster Company Inc., to install and utilize an incinolet toilet and a grey water disposal system at 26 Little River Road, Cotuit. The variances granted are as follows: 310 CMR 15.211(1): The septic tank will be located eight feet away from the property line, in lieu of the ten (10) feet minimum separation distance required. 310 CMR 15.211(3): The soil absorption system will be located 13 feet away from a coastal bank, in lieu of the fifty feet minimum separation distance required per the State Environmental Code, Title 5. 310 CMR 15.211(3): The reserve area for the soil absorption system will be located two (2) feet'away from a coastal bank, in lieu of the fifty feet minimum separation distance required per the State Environmental Code, Title 5. PART VIII, SECTION 1.00: The soil absorption system will be located 13 feet away from a coastal bank, in lieu of the one-hundred (100) feet minimum separation distance required per the Board of Health Regulation. PART VIII, SECTION 1.00: The reserve area for the soil absorption system will be. located two (2) feet away from a coastal bank, in lieu of the one- Q:\WPFILES\WilsonArleneCotuit OysterRevisedJun2008.doc Page 1 o f\2 r �J f hundred (100) feet minimum separation distance required per the Board of Health Regulation. PART VIII, SECTION 1.00: The septic tank will be located 76 feet away from a bordering vegetated wetland, in lieu of the one-hundred (100) feet minimum separation distance required per the Board of Health Regulation. PART VI11, SECTION 1.00: The pump chamber will be located 94 feet away from a bordering vegetated wetland, in lieu of the one-hundred (100) feet minimum separation distance required per the Board of Health Regulation. These variances are granted with the following conditions: (1) The applicant must obtain variance approval(s) from the MA DEP prior to obtaining a disposal works construction permit. (2) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to non-residential use. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (3) The incinolet toilet shall be installed in strict accordance with the State Plumbing Code. (4) The vent pipe shall be installed with the opening to the south. (5) The grey water disposal system shall be installed in strict accordance with the submitted plans originally dated August 12, 2003, with a revision date of May 27, 2008 and signed by Robert A. Drake, P.E. (6) 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 original plans dated August 12, 2003, with a revision date of May 27, 2008 and signed by Robert A. Drake, P.E. These variances are granted because the physical constraints at the site severely restrict the location of the grey water disposal system due to the close proximity of a coastal bank and a bordering vegetated wetland. Since ely yours ay Miller, M.D. Chai an Cc: Robin Giangregorio/Edward Jenkins/Thomas Perry QAWPFILES\WilsonACleneCotuit OysterRevisedJun2008.doc Page 2 o f\2 i ell P FOA r �k Z 4 n5-3-o�� A.M.Wilson Associates Inc. April 25, 2008 Town of Barnstable Board of Health 200 Main Street Hyannis, MA 02601 Re: Request for Variance Modification Cotuit Oyster Company, Inc. 26 Little River Road, Cotuit (Our File No. 2.1240.00) ' Dear Board Members: On behalf of our client, Cotuit Oyster Company, Inc., we hereby request a modification of the Septic System Variance issued by your Board 4/29/2004 (copy attached). As you may be aware,the Cotuit Oyster Company has been involved in rather protracted ' litigation with its abutters relative to permitting and construction of its proposed facilities at 26 Little River Road, Cotuit. The parties have reached a negotiated settlement which involves revisions to the site plan. Most important of those modifications is the relocation of the building so as to be 8' off the north property line. The building is to be constructed above grade on a pile foundation. However, in order to ensure access to the tank and pump chamber, the relocation of the building has necessitated moving these two components so that ' the tank is 4' off the southerly lot line and both components are closer to the toe of adjacent coastal banks. ' It is my understanding that the abutters have assented to the location of the septic system components. In addition to the Title 5 and local code setback Variances, we are also requesting, to the extent it may become necessary, a Variance from our proposed Interim Regulation for the Y Y, Y Protection of Saltwater Estuaries. It appears that the allowable flow for the Cotuit Oyster Company lot, at±6969 s.f., would be±76.7 gpd. The required flow for the property is 82.5 gpd. The SAS, however, has a minimum size allowance of 200 gpd. As you may recall, the site will employ an incinerating toilet. This means that no black water will be discharged to the ground. The Code allows a 40% design flow reduction for the use of this technology. The minimum SAS size for the technology appears,therefore to be 120 gpd, with the actual flow reduced to 49.5 gpd. 310 CMR 15.262(1)(a) also states that the SAS design may be ' reduced not more than 50%. This would reduce the required flow to 41.25 gpd and the SAS capacity to 100 gpd. 20 Rascally Rabbit Road Unit 3 508 420-9792 Marstons Mills, MA 02648 FAX 508 420-9795 r r r � r Because of the elimination of black water flows to the ground, the small overall wastewater requirements of the facility, and the lack of any lawn at all on the site, we believe the project meets the environmental standard established by the regulation. As you are aware, municipal sewer is not available to this site and, as far as I am aware, is not planned to be available. ' Based on current available mapping,the site is not within any Zone I or Zone II to any existing or proposed municipal well. There are no approved private drinking water wells on abutting properties. ' The denial of a Variance, and the resultant denial of a DWIP would work manifest injustice on the owner/applicant as they would not be able to make reasonable use of their property for r their aquiculture operations. Failure to have available on-site sanitary facilities and a building within which to shelter in inclement weather presents significant health and safety issues for the employees. It also continues to jeopardize the financial viability of this historic business which is part of the cultural fabric of the Town. Attached please find the following documents which, together with this letter make up the request for Variances for Cotuit Oyster Company, Inc.: • Variance Request Form ' • Application fee of$85.00 • Board of Health Grant of Variances revised 4/29/04 • DEP grant of Variances 6/3/04 • DWIP 2006-459 dated 10/3/06 • Project Plans revised through 11/16/07 r • Locus map • Abutters List • Abutters Notice tRespectfully submitted A. M. WILSON ASSOCIATES, INC. r i Arlene M. Wilson, PWS. Principal Environmental Planner r cc: AttorneyMarielise Kelly Y Christopher Garg-ulo t r i 1 .. ' �FTHE1p� DATE: O• r FEE: r 1 • t3ARtiSTABLE, • c- y MASS. �A 039• �� REC. BY Tf0MA�A Town of Barnstable - S CHED. DATE: ' Board of Health 200 Main Street, Hyannis MA 02601 rOffice: 508-862-4644 Wayne A.Miller,M.D. FAX: 508-790-6304 Paul J.Canniff,D.M.D. 1 VARIANCE REQUEST FORM LOCATION Property Address: 26 Littl� River Road, Cotuit ' Assessor's Map and Parcel Number: 53/09 Size of Lot:_ 6.969 Wetlands Within 300Ft. Yes —X^ Business Name: Cotuit Oyster Company, Inc . No Subdivision Name: A ent ' s A. M. Wilson Associates , Inc . aeANTIRNAME: M. Wilson, PWS Phone 508-420-9792 Did the owner of the property authorize you to represent him or her? Yes X No APPLICANT & PROPERTY OWNER'S NAME CONTACT PERSON 1 Name: Catui t Oyster Co I Inc Name: Christopher Gargiulo Address: P 0 Box 1594, Cotuit , MA Address: P 0 Box 1594 Cotuit , MA 02635 02635 ' Phone: 508-428-6747 Phone: 774-283-2855 VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) 1 5EE ATTACHED E NATURE OF WORK: House Addition 000000 House Renovation ❑ Repair of Failed Septic System ❑ Ct1 ' NEW SYSTEM - COMMERCIAL A UICULTURE USE El -r, 1 Checklist (to be completed by office staff-person receiving variance request application) cr, Please submit copies in 4 separate completed sets. Four(4)copies of the completed variance request form p Four(4)copies of engineered plan submitted(e.g.septic system plans) CD ' Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) Cil 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) 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 Wayne Miller,Chairman NOT APPROVED Paul J.Canniff,D.M.D. REASON FOR DISAPPROVAL C:\Documents and Settings\decollik\Local Settings\Temporary Internet Fi1es\OLK1\VARIREQ.D0C ' LIST OF VARIANCES—TITLE 5 ' • 310 CMR 15.211(1)—Septic tank 4' to property line • 310 CMR 15.211(3)— Septic tank 6" from Coastal Bank —Pump chamber 3" from Coastal Bank —SAS/Primary 13' from Coastal Bank — SAS/Reserve 2' from Coastal Bank ' LIST OF VARIANCAES—LOCAL REGULATIONS ' Part VIII, Sec 1.00 —SAS/Primary 13' from Coastal Bank — SAS/Reserve 2' from Coastal Bank — Septic tank 69.9' from BVW —Pump chamber 96.6' from BVW INTERIM REGULATION TO PROTECT SALTWATER ESTUARIES Restrictions: Sec A(1)— size of lot vs. flow t li I > Town of Barnstable o9� Board of Health ' 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Ras R.S. FAX: 508-790-6304 Sumner Kaufman,MS Wayne Miller,M.D. ' REVISED: April 29, 2004 Building Relocation, Plan revision date Ms. Arlene Wilson ORGINAL LETTER: February 26,2004 I ' A.M. Wilson Associates, Inc. 20 Rascally Rabbit Road Unit 3 ' Marstons Mills, MA a RE: 26 Little River Road, Cotuit, MA A= 053-009 Dear Ms. Wilson You are granted conditional variances on behalf of your client, Cotuit Oyster Company Inc., to install and utilize an incinolet toilet and a greywater disposal system at 26 Little River Road, Cotuit. The variances granted are as follows: 310 CMR 15.2110): The septic tank will be located eight feet away from the property line, in lieu of the ten (10) feet minimum separation distance required. 310 CMR 15.211(3): The soil absorption system will be located 13 feet away from a coastal bank, in lieu of the fifty feet minimum separation distance required per the State Environmental Code, Title 5. r310 CMR 15.211(3): The reserve area for the soil absorption system will be located two (2) feet away from a coastal bank, in lieu of the fifty feet ' minimum separation distance required per the State Environmental Code, Title 5. PART VIII, SECTION 1.00: The soil absorption system will be located 13 feet away from a coastal bank, in lieu of the one-hundred (100) feet minimum separation distance required per the Board of Health ' Regulation. PART VIII, SECTION 1.00: The reserve area for the soil absorption system will Nbe located two (2) feet away from a coastal bank, in lieu of the one- Q:W UsonArleneCotuitOyster M hundred (100) feet minimum separation distance required per the Board of Health Regulation. ' PART VIII, SECTION 1.00: The septic tank will be located 76 feet away from a bordering vegetated wetland, in lieu of the one-hundred (100) feet ' minimum separation distance required per the Board of Health Regulation. PART VIII, SECTION 1.00: The pump chamber will be located 94 feet away from a bordering vegetated wetland, in lieu of the one-hundred (100) feet minimum separation distance required per the Board of Health Regulation. These variances are granted with the following conditions: ' (1) The applicant must obtain variance approval(s) from the MA DEP prior to obtaining a disposal works construction permit. (2) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to non-residential use. A copy of the recorded .deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. ' (3) The incinolet to ilet shall be installed in strict accordance with the State Plumbing Code. ' 4 ( ) The gre ywater disposal system shall be installed in strict accordance with the submitted plans dated revised March 31, 2004. ' 5( ) 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 revised March 31, 2004. ' These variances are granted because the physical constraints at the site severely restrict the location of the greywater disposal system due to the close ' proximity of a coastal bank and a bordering vegetated wetland. Sincerely yours, ' Wayne Miller, M.D. Cc: Robin Giangregorio Edward Jenkins Thomas Perry Q:WilsonArleneCotuitoyster r I COMMONWEALTH OF MASSACHUSETTS ' EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION SOUTHEAST REGIONAL OFFICE 20 RIVERSIDE DRIVE,LAKEVILLE, MA 02347 508-946-2700 ' MITT ROMNEY Governor�� ELLEN ROY HERZFELDER Secretary t KERRY LEY ROBERT W.GOLLEDGE Lieutenantnt Governor ,Jr. Commissioner CORRECTED COPY June 3, 2004 t Thomas McKean RE: BARNSTABLE—BRPWP59B — ' Barnstable Public Health Division Subsurface Sewage Disposal-Proposed P.O. Box 534 Variances to 310 CMR 15.000 of Title 5 Hyannis,Massachusetts 02601 of The State Environmental Code for 26 ' Little River Road, Transmittal No. and W049232 I ' Richard Nelson Cotuit Oyster Company,Inc. P.O. Box 563 I ' Cotuit,Massachusetts 02635 Dear Mr. McKean and Mr.Nelson: Pursuant to Title 5 of the State Environmental Code, 310 CMR 15.412 the Southeast Regional Office of the Department of Environmental Protection has completed its review of the ' above-referenced application. The applicant requested Department approval of variances granted by the Barnstable Board of Health for the on-site sewage treatment and disposal system at the above referenced location. The proposed system will serve a proposed office, and seafood processing area. ' The application contains a co of the Board of Health's PY grant of variances from the following provisions of Title 5, 310 CMR 15.000: ' 1. 310 CMR 15.211: Minimum Setback Distances: septic tank to property line and soil absorption system to coastal bank. ' As art of the application, Pthe Department received a plan titled as follows: ' "SUBSURFACE SEWAGE DISPOSAL DESIGN 26 LITTLE RIVER ROAD (CO=)BARNSTABLE,MA ' PREPARED FOR COTUIT OYSTER COMPANY DATE: AUGUST 12, 2003 ' This information is available in alternate format Call Donald M.Gomes,ADA Coordinator at 617- 556-1057.TDD Service-1-800-298-2207. DEP on the World Wide Web: http://www.mass.gov/dep ' L� Printed on Recycled Paper 2 ' LAST REVISED: 03/31/04 DOWN CAPE ENGINEERING,INC. ' 939 NLNIN STREET YARMOUTH,MA 02675" t Based upon its-review of the application, and in accordance with 310 CMR 15.410,the Department has determined both of the following: ' 1. The applicant has established that enforcement of 310 CMR 1-5.000 would be manifestly unjust, considering all of the relevant facts and circumstances of this case.The physical constraints of the lot limit the location of the sewage treatment and disposal system.Based ' on this information, the applicant has demonstrated that to deny the variance would be manifestly unjust. 2. The applicant has established that a level of environmental protection that is.at least equivalent to that provided under 310 CMR 15.000 can be achieved without strict application of 15.211. The applicant has established equivalent environmental protection because the soil absorption system is sized in compliance with 310 CMR 15.000. ' The Department, therefore, approves the requested variance subject condition: q b�ect to the following ' L Prior to installation of the sy stem, the owner shall obtain a disposal system construction permit from the Barnstable Board of Health. ' 2. The perm ittee shall seek, obtain, and adhere to, any local conservation commission approvals required prior to construction of this system. ' Please note that the conditions, outlined above, do not supersede any conditions imposed by the Barnstable Board of Health. The above conditions supplement any other conditions imposed by the Barnstable Board of Health. ' Should you have an questions Y q regarding this matter,please contact Christos Dimisioris at (508)946-2736. ' Very truly yours, Brian A.Du yy D/CD/bh Bureau of Resource rotection cc: .Arlene Wilson ' 20 Rascally Rabbit Road,Unit 3 Marstons Mills,MA 02648 ' ecc: DEP Watershed Permitting Program, Title 5 Section,Boston F 3 ' This Variance Approval is an action of the Department. Any person aggrieved by this action, may request an Adjudicatory Hearing. A request for a hearing must be made in writing and postmarked ' within thirty(30)days of the Variance Approval date. Under 310 CMR 1.01(6)(b), the request must state clearly and concisely the facts, which are the grounds for the request, and the relief sought. The Hearing request along with a valid check payable to the Commonwealth of Massachusetts in ' the amount of one hundred dollars($100.00)must be mailed to: Commonwealth of Massachusetts ' Department of Environmental Protection P.D. Box 4062 Boston, MA 02211 The request will be dismissed if the filing fee is not paid, unless the appellant is t or PP exempt granted a waiver as described below. The filing fee is not required if the appellant is a city or ' town(or municipal agency), county, or district of the Commonwealth of Massachusetts, or a municipal housing authority. The Department may waive the adjudicatory hearing filing fee for a person who shows that paying the fee will create an undue financial hardship. A person ' seeking a waiver must file, together with the hearing request as provided above, an affidavit setting forth the facts believed to support the claim of undue financial hardship. t - OCT.24.E00G1Hllf /.8HKfV51 HIiLt �lif U!HkU Uh Ht_HL I H U.4ti5 H.L/G_ Na ' THE COMMONWEALTH OF MASSACHUSETTS Entered Incornputer: ..PUBLIC HEALTH DIVISION •TOWN OF BARNSTABLE, MASSACHUSETTS Yea 2pplitaltion for 3Bigpogaf J�pgtem Construction 3perrrtft ' Repair O p O O P Application far a Permit W Gtonstruct(� R air Upgrade Abandon ❑Complete System stem�Individual Components ' Location Address or Lot No.aG 417TedF O't4xv.* � Owner's Name;Address,and Tel.No. Cal-e.t-r , ^A Gads Cd7-96.47' a;•ras,P_ 20.E ivc .00 8px /rs p� AaSC99or'6Map/Pareel S,;' o [Jcne•r " g- Inetallcr's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. ' .'%.a ,a/,C ason; .0-s 6 u C., ,tlC! ao AAmd'.te"G "CAatr Y eat ttae•�3 .4-4 Type of Building: e-09) vrdo_9� Dwelling No.of Bedrooms Lot Size t e.,96 9 sq.ft, Garbage Grinder ( ) Other x Type of Building/54tbg0uc-7Lc 0-a- No,of Persons r Showers( ) Cafbterla( ) �+—!�1 irQures /KOi vex�7 e�{a. _ZVe Aesi n Flo min.required)/do gpd Design flow provided / gpd Plan Date ��1 Number o sheetsRevision Date /o sl 75t]e StcBsr,aF�ces s .4 b d� a Size of Septic Tank /so a Type of S.A.S. Deseription of Soil P«+4! nee s , r Natnre of Repairs orAlteratitins(Answer when applicable)) CD Date last inspecfed: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore dear aceprdanoe with the provisions of Title 5 of the$nvironmental Code and not to place the s Compliance has been issued by this Board of Ideelth. Big ' Application Approved by t Applicstion Disapproved by; for the following reasons _'yMT Permit No. ---A�— — --__._---- Is— THE COMiiIONWEALTH OF NWSACli BARNSTABLE,MASSACHUS =#-, Certificate of Camplian THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed (X.) Repaired { ) Upgraded ( ) ' Abandoned( )by 4SA at fr / .Cisrs.� , 16ne-_ 0-rzar I r-- has eonaonatruot n dance with'the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer DBAgner .-*, S o - ' #bedrooms Approved design flout /tea gpd' The issuance of thls permit shall not be construed as a guarantee that the system will function as designed. Date qq S Inspector No.jQW HE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION--BARNSTABLE,MASSACHUSETTS ' igpogat. pgtem Construction Vermit Permission is hereby granted to Construct ( X) RepaIr ( ) Upgrade ( ) Abandon ( ) ' Systom located at aG C/r t .Pbc/ eob z10 rzc.: -'4 R and as described in the above Applioation for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 3 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit, IDate Approved by COMPLETESENDER: COMPLETE THIS SECTION • ON•ELIVERY ■ Complete items 1,2,and 3.Also complete A. Signat item 4 if Restricted Delivery is desired. X ❑Agent s Print your name and address on the reverse Addressee so that we can return the card to you. B. Received by(Pnn d Name) C. Date of Delivery ie Attach this card to the back of the mailpiece, or on the front if space permits. D. Is delivery address differentfrom iteni 17 ❑Yes 1. Article Addressed to If YES,enter delivery address below: No tAhurPerry,Jr. and F{ dith Kozlowski53`10 Portsmouth Rd 3. Servi Bethesda MD 2081E CrCertified Mail ❑ExP`rssp� ❑Registered ❑Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes i `T700611'10100 ;0006 'S721r $485ji k PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-154o UNITED STATES I�OSTAL SERVICE First-Class Mail I Postage&Fees Paid USPS Permit No.G-10 • Sender: Please print your name, address, and ZIP+4 in this box • q 20 Rascally Rabbit Road Unit 3 Marstons Mills,MA 02648 A.M.Wilson Associates Inc. ��131118;l�1}�litl}D��ti�i}}i"11.11.t�1i�}}i:iiii��}!}�}�I.�Itlltl�t! Ln �p ' • CD `D ,a4 ru W-m6* Lr1 Postage $ -:�30.4k 0648 CCertified Fee $per: �5200ED 8 ark RS Return Receipt Fee Post (Endorsement Required) $�C. O Restricted Delivery Fee p (Endorsement Required) .00 ra S c1 M Total Postage&Fees $ $5. 2008 r0 C3 Sent To — — a Arthur Perry,Jr.and I b`treet,Ap, ----------------------- orPoBw Judith Kozlowski city,sia'r6 5310 Portsmouth Rd Bethesda MD 20816 Certified Mail Provides: (esjanay)ZOOZ eunr'Ooas u+Jod Sd o A mailing receipt 0 A unique identifier for your mailplece o A record of delivery kept by the taostal Service for two years Important Reminders: o Certified Mail may ONLY be combined with First=Clan§Mail®or,Priority Mail®. o Certified Mail is not available for any class of international mail. o NO INSURANCE166VERAGEIIS.PROVIDED with Certified Mail. For valuables,please consider Insured or Registered Mail. o For an additional fee'a Return Receipt may be requested to provide proof of delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811)to the article and add applicable postage to cover the fee.Endorse mailpiece"Return Receipt Requested".To receive a fee waiver for a duplicate return receipt,a USPS®postmark on your Certified Mail receipt is required. 0010 a For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent.Advise the clerk or mark the mailpiece with the endorsement:Restricted Delivery".,4#4 a If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt Is not needed,detach and affix label with postage and mail. IMPORTANT:Save this receipt and present it when making an inquiry. Internet access to delivery information is not available on mail addressed to APOs and FPOs. IWIVID COMPLETE THIS SECTION ON DELIVERY 4 ■ Complete items 1,2,and 3.Also complete A. Signature item 4 if Restricted Delivery is desired. X � D ❑Agent INPrint your name and address on the reverse ❑Addressee so that we can return the card to.you. B. Received by(Printed Name) C. Date of D live ■ Attach this card to the back of the mailpiece, l � y �� or on the front if space permits. Pt Nrdf /I �"f'& I/C ��" 9 D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: If YES,'enter delivery address below: ❑ No 'w �f r . Janet W Haseck P 0 BOX 171' 3. Serv'06TYPa Royal Oak MD 21662 Ultertified Mail ❑Express Mail ❑ Registered ❑Return Receipt for Merchandise ❑ Insured Mail. ❑C.O.D. 4. Restricted DeliiveM(Extra Fee) ❑Yes 2. '00-061157271' 8478' PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540; UNITED STATES POSTAL SERVICE. First-Class Mail USPPS, y TT.� ;'i•i'+ }' :fr:till.. .{S'Y.4 tJI`.�' :3�ri''i:�FF6..l. ;'l:• ... ',!.r. :'17 • Sender: Please print your name, address, and�ZIP+4 in this box • Y� a 20 Rascally Rabbit Road Unit 3 aMarstans Mills,MA 02648 AX Nilson Associates Inc. �If�►i�il��illa}.�irill�tl�itit��tit�lttl�l.i�Itititi.till��r�}tlltl In a rq Ln Postage $ .41 ' OW QCertified Fee -.65 15 N C3 Return Receipt Fee Postmark�� Here (Endorsement Required) 2.15 Restricted Delivery Fee ®®� �1 O (Endorsement Required) Total Postage&Fees $ $5.\ZZ6, 04 $ p Sent To — o Janet W Haseck -- - - �mrwjor Apt o. ' P O Box 171 or PO Box No. i ciiy side;ziP+ Royal Oak MD 21662 - ----- IRE— ear rr Certified Mail Provides: esjamy)a00Z eunf o A mailing receipt 'ooaa u„oJ Sd ® A unique identifier for your mailplece ' . I • A record of delivery kept by the Postal Service for two years Important Reminders: a Certified Mail may ONLY be combined with First-Class Mail®or,Priority Mail®.I m Certified Mail is notavailable for any class of international mail. o NO INSURANCEI COVERAGE iIS,PROVIDED with Certified Mail. For valuables,please consider Insured or Registered Mail. o For an additional fee'a Return Recgiptmay be requested to provide proof of delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811)to the article„and add applicable postage to cover the fee.Endorse mailpiece"Return Receipt Requested".To receive a fee waiver for a duplicate return receipt,a USPS®postmark on your Certified Mail receipt is required. n For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent.Advise.the clerk or mark the mailpiece with the endorsement Tebtricted-Delivery",Gs a If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. IMPORTANT:Save this receipt and present-it when making an inquiry. Internet access to delivery information is not.available on mail addressed to APOs and FPOs. WATERTIGHT NOTES: INLET 1. OUTLET COVERS TO BE Revisions BROUGHT TO 6. Or FINISH GRADE B"' T 1. CONCRETE •- 5000 PSI MIN. Q I A- A STRENGTH 0 28 DAYS g 8/20/03 REVISE DECK, ADD NEW SHRUB tt'-o' e• y MIN. fr a 2. STEEL REINFORCEMENT - PROVIDE VENT WITH CHARCOAL . NOTE WITHIN AREA SHOWN, ALL UNSUITABLE MATERIAL (A & 8 ASTIM A-615. GRADE 60 FILTER AND BUGSCREEN M INA 0 GRA 1NG 6c ORA GE ADD 3 D WITH - D va solL / D AND REPL ACED / RI N TO B E REMO VED - - HO HORIZONS) I o .:o' 3. COVER TO STEEL - 1 MIN. CONSISTING OF CLEAN GRANULAR SAND. FREE FROM ORGANIC .•. 24 DIA.,MANHOLE •COVER • • _ I.6•....•ow-Toa . r • . � MATTER AND DELETERIOUS SUBSTANCES. MIXTURES AND LAYERS '�>•.•� LAYOUT AND LANDSCAPE PLAN a 20• .•1 PRECAST 4.8'xB.5' CONCRETE OF DIFFERENT CLASSES OF SOIL SHALL NOT BE USED. THE FILL _ T - 9 ANY MATERIAL LARGER THAN 2 INCHES. A - ;�, ;; .� w/EX E�sIon '; '; LEACHING CHAMBER '0 SHALL NOT CONTAIN _ .- P(,M VEW DESIGN FOR H-20 WHEEL LOAD 00 pas R� / J 9-23-03 GRAD GRADING, REVISE DD COASTAL SEPTIC SIEVE ANALYSIS. USING A #4 SIEVE. SHALL BE PERFORMED -�`� TEE LIOU�D, FINISHED GRADE AMPLE OF THE FILL UP TO 459. BY WEIGHT s• tdlN. 3 4• To t-t 2•STOI SHELL DRIVEWAY r SYSTEM. S SLOPE: SURFACE TO DRAIN ON A REPRESENTATIVE / / 5' DIA. KNOCKOUT 5" DIA. KNOCKOUT EL. 12.0 S=0.0)2RETAINED ON THE 4 SIEVE. - !!_ ` - - OF THE FILL SAMPLE MAY 8E RETA � TYP TYP -..-. / A {NCINOLET TO DESI GN I ( 11 3 03 ADD SIEVE .ANALYSES ALSO SHALL BE PERFORMED ON THE FRACTION OF ��"' ~"""""'� "'�'�'�`'•` "'�"'•� �'�'• ' THE FILL SAMPLE PASSING THEt4 SIEVE, SUCH ANALYSES MUST PRECAST CONCRETE SEPTIC TANK BOTTOM o�LEV< �TAe�E B^s :fP L_ • 2 I"• f 3• ANALYSIS AND REVISE LEACHING DEMONSTRATE THAT THE MATERIAL MEETS EACH OF REINFORCED WITH STEEL z LOCUS REQUIREMENTS AND LEACHING `Q < FACILITY PROVIDED CROSS SECTION VIEYr in EL. 110.2 / THE FOLLOWING SPECIFICATIONS: PLAN VIEW -- BACKFILL WITH ACCESS I. EFFECTIVE 9. THAT MUST 3) INLET AND OUTLET TEES TO BE CAST IRON �. 1'-2' EXISTING SOIL COVER o MIN. 2" LAYER OF 3-16-04 NO REVISIONS THIS SHEET PARTICLE SIZE PASS SIEVE NOTES OR SCHEDULE 40 PVC. O 1 8"-1 2" DOUBLE r SIEVE SIZE PA 5 M 1) SEPTIC TANK TO WITHSTAND H-20 LOADING TEES TO BE CENTERED UNDER MANHOLE COVERS. 6• 8" • I I 4 4.75 MM 100Y. - 50 0.30 MM tOX -- 1007K �r,.-r-4 DISTRIBUTION PIPE WASHED STONE � 1�r ` t1-i6-07 RELOCATE BUILDING. REVISE .• Co>`►e RAMP, DECK. PIER Ec FLOOD 100 0.15 MM OIL - 20X 2) ALL PIPE TO BE WATERTIGHT. CONCRETE CON- 1500 4.� I'•' L2« � � R �] " " r �� • ` .1/ ZONE 200 0.075 MM Oy - 5R N0. OF GALLONS: fi o 3/4 -1' 1/2 DOUBLE ' ' # SECTIAN A-A .gECiTION B"'B o •1 [� a �y WASHED STONE .POa�rt' MTRBUTION BOX DETA�.. N C� - (2.5 OF STONE ALL AROUND) SEPTIC TANK DETAIL -3 a - °'�`°�` EL. 7.4 NOT TO SCALE _ NOT TO SCALE •- \�%\�/�\/��,/r�/��/i�/i�/i�/�� i�/i�/i�/i�/i�/i�/i�/i�/i�/i�/��/i�/i�/i��/i�/i�/i�%i\/, TOP PILING INLET do OUTLET COVERS TO BE BROUGHT TO FINISH GRADE 2� MINIMUM FINISHED GRADE OVER LEACHING AREA ELEV. 12.0' S=.015 WITHIN 6" OF FINISH GRADE 12.0 7 '� 4" PVC SCH. 40 ,E :• .;. .., , FIRST TWO FEET TO UNDISTURBED EXISTING SOIL LOCUS MAP off. 5G8-362-954f 10.2 G 0 DWATER ADJUSTED f �BE LAID LEVEL (MEDIUM SAND) fax $08-362-9880 5.0 4.55 1000 GALL43 g,62 9.45 TO EL. 2.a NOT TO SCALE A g 9. -- 9.4 Assessors Map 53 Parcel 9 down cape 9!l ineerin (inc. 1500 GAL. PUMP CHAMBER � M-20 . -•---- -� 7,4 SEPTIC TANK 4.75 H-20 LEACHING CHAMBER �- CIVIL ENGINEERS 6.07 H-20 FOUNDATION 5.0' DESIGN ,AN ALM S LAND SURVEYORS (PILING) ZTO BE INSTALLED ON A ZTO BE INSTALLED ON A SYSTEM PROFILE PBQPQSEQ. LEACHING DETAIL LEVEL do STABLE BASE. LEVEL do STABLE BASE. ASSUMED G.W. 2.4 DESIGN FLOW: 939 ?Hain st. yctrrrtouth, 7rla 02575 NOT TO SCALE (TIDALLY INFLUENCED) NOT TO SCALE OFFICE - 100.S.F.. 075 GAL/1 OOO. S.F./DAY 1 5 INDUSTRIAL EMPLOYEES ® 15 GAL/EMPLOYEE/DAY SUBCONTRACTED FOR: ZONING SUMMARY SURVEY & ENGINEERING TEST PIT _ TEST BY: usA LYONs TOTAL. REQUIRED. -- .82.5 GPD DATE: 8 03 GRD. EL. 9.8 SAM V4"eiITE BENCHMARK WITNESSED BY: / ACTUAL ZONING DISTRICT RF MINIMUM SYSTEM SIZE FOR OFFICE AS PER WATER SHUTOFF i8 Project Title ELEV = 16.92 / MIN. UPLAND AREA 43,560 S.F. 310 CMR 15.203 (3) = 200 GPD ELEV. SURFACE SOIL SOIL SOIL ELEV V.D. j 9.8 DEPTH HORIZON TEXTURE COLOR U77UTY ! / MIN. FRONTAGE 3500' POLE / t MIN. FRONT SETBACK SEPTIC TANK REQUIREMENTS: 0"-B" O/A LS 10YR 2/1 MIN. SIDE SIDEBA(CK 15' NO GARBAGE DISPOSAL 9.1 _ _18- -- - Ot o��l MIN. REAR SETBACK 15' 8"-39" B LS 10YR 5/6 -- -"� i0l��E`q , .toQ o\8�/ 1�500 GALLONS (H 20� #26 6.6s 'WATER 5 • .� �fexR Pir / j �`� FUNCTIONAL ZONING DISTRICT MB-1 LEACHING FACILITY REQUIREMENTS: 39 -9i C MS 2.5Y 6/4 LitMe Ki ver 1 2.2 --- _ ~-yam ,• 1 ♦ '`� 9 . .74 GALLONS, PER S.F. PER DAY BOTTOM Q i / � '' C � E�' MIN. UPLAND AREA NONE ._ - �,� �'�_ r J �R�,N f'j ,,� J� tip• MIN. FRONTAGE 20' NOTE: INCINOLET TOILET PROPOSED; zf _ z �� , - 1 Road WATER OBSERVED ® TOP PERC HOLE PERC RATE: •� �, / ,- r Fla°dam\�Z �N / m srocrr,�o- MIN. WIDTH 0 , 40% REDUCTION. ALLOWED IN LEACHING 89" (EL. 2.4) 04e < 2 MIN./INCH P/ROPOSED�NT `� J �p,13 �, /� ,�/��° y.•q �UALJTY c FENCE MIN. FRONT SETBACK 10 ° C� Q� / DRaM' o �R LINE/j ' POLE ' a MIN SIDE SIDEBAICK 0 FACILITY REQUIREMENT: ' j .._:1. ' /r- ` !/ LZAD '''`�--``~_''_---� wF 5 MIN. REAR SETBAtCK 0' 200 GPD x 0.6 = 120 GPD TEST PIT #2 o . _- �.T-;.'"y 7 t`�--_�' / -'' / 120 GPD 0.74 = 163 S.F. REQUIRED USA LYON5 .../ $ / / 5 a _ / (10 1F ABUTTING RESID.) • 8 03 11.0 TEST BY: SAM WHITE �0 W�l rhj• '`� •? ::, t• _. , / T Q_ / EX/ �o �iL DATE: ..- GIRD. EL. WITNESSED BY: s. / �ASIN� `� // NG �� LEACHING FACILITY PROVIDED �'_'"� �' �`�'' � ' - / rF_ �'yc, USE (1) 500 GAL. H-20 LEACHING CHAMBER WITH ELEV. SURFACE SOIL SOIL SOIL t / • '�. R£SER1 � --D1d ">;, Barnstahle 11.0 DEPTH HORIZON TEXTURE COLOR r Test ,• ' �'''"' / T � o _ 2.5 STONE ALL AROUND 'KWOO .:-� •, . ?fs• '''�• � 0"-9" o/A LS 1OYR 2/1 -: r. _ d �. 3)(2)(.74) _ - -- - Q 1 - ro SIDES: 2(13.5+9.8 69 GPD Ma 10.3 EXISTING SIGN •_` !', ;•y •� �/' / ' �� A.0 ,�--- GRAD SuRF9�ce BOTTOM: 13.5 x 9.83 .(.74) = 98 GPD 9"-43" B LS 1OYR 5/6 L''"� =..�? �s,.: \ i4oJ �°'4T/'` ' A, - S <- _- _ It / TOTAL - 167 GPD O.K.) .. 7.4 PROPOSED 160.r. PO ... • ..;a, O Q Sr f[%FT: A,yp . 1'a77:LEACHING MARSy • �: IRS;. ;� I 5$ 43"-111" C MS 2.5Y 6/4 PROPOSED 1,000 GAL / 41Z 1.6 PUMP CHAMBER �CE \ 1.: '"; ,1A o e%/,/ l KF3 ...._......+. T NOTES BOTTOM r >: Edge Of Wet/and SHELL PARKING PROPOSED / ROPOSED 1,500,GAL ! ,% / - - - �� - .• P WATER OBSERVED ® / ,, SER'lTC TANK �""` - ! %' / .-1 -0�`CK t. UNLESS OTHERWISE NOTED, ALL CONSTRUCTION METHODS AND Prepared For 109" (EL. 1.9} AREA om � •,III \ / 1 1 / ,� /-' p/ ••/ EC l`6.f•,yf`yj55, ENVIRONMENTALMATERIALS ALL CONFORMAND OWN OF BARNSTABLE RULES AND V, , , , •L •• -1 , RAdIP REGULATIONS. Cotul# Oyster Y o • f 2. ALL COVERS TO BE WATERTIGHT. Company 3. GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE STRUCTURES IN ORDER TO PROVIDE A FLOOD ZONE: 04� ` ! / j: , t I WATERTIGHT SEAL / ��"• 20 Rascally Rabbit Road cA ! / // 4. ALL SHIPLAP JOINTS IN SEPTIC TANK SHALL BE SEALED WITH A -' 12 �� / I NEOPRENE GASKETS OR ASPHALT CEMENT TO PROVIDE A 0264�ns Mitts, MA V -- 15' fv}y 1'/F,�rl i z WATERTIGHT SEAL 5 PRECAST CONCRETE SEPTIC TANK. DISTRIBUTION BOX AND X LEACHING FACILITY t0 WITHSTAND H-20 LOADING. NOTES: ..=�.�'�. . .... �:�.:.:'�••,��. .�•�:: . . : . • � pU P CH „ MBER X-25 6 ALL 4" PIPES IN THE SYSTEM SHALL BE DUCTILE IRON CLASS A. M, V&on Associates Inc. ISO. 1. EXISTING CONDITIONS SURVEY PROVIDED BY BOTTOM OF CHAMBER I:L. = (0.5') Scale: VARLAN REQUESTS((''�� X-2 2 HIGH GROUNDWATER. EL. = 2.40' ...�., . .,,!•!!-s.. �.� 7. WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, OUST 508 420-9792 ! FAX 420-9795 DOWNCAPE ENGINEERING, INC. BUOYANCY FORCE PER FOOT OF DEPTH: AND FINES. 1. SEPTIC TANK TO PROPERTY LINE 4.0 WHERE 10 REQUIRED. 4.83' x 8.5' x 62.4 lbs./cu.ft. = 2,562 Ibs/ft SUBCONTRACTED FOR: 2. DEED REFERENCE: MAXIMUM DISPLACEMENT = 2.35' 0 10 20 30 40 50 FEET 2. S.A.S. TO COASTAL BANK 13' WHERE 50' TITLE 5. & 100' TOWN REQUIRED. 8 AT ALL POINTS OF INTERSECTION OF WATER LINES AND SEWER WETLANDS LAND USE PLANNING DEED BOOK 3fi71 PAGE 269, , . REGISTRY DISTRICT OF BARNSTABLE COUNTY. MAX. UPLIFT PRESSURE = 2.35' x 2.562 lbs/ft a 6.021 lbs. 3. RESERVE AREA TO COASTAL BANK 2 WHERE 50 TITLE 5, & 100 TOWN REQUIRED, LINES, BOTH PIPES SHALL BE CON- STRUCTED OF CLASS 150 & PERMITTING WEIGHT OF EMPTY PUMP CHAMBER - 8.240 lbs. 4. SEPTIC TANK TO B.V.W. 69.9' WHERE 100' REQUIRED (TOWN ONLY) PRESSURE PIPE AND ARE TO BE PRESSURE TESTED TO ASSURE BALAST REQUIRED = NONE: 8.240 LBS > 6,021 LBS WATERTIGHTNESS. 3. ELEVATIONS ARE BASED ON N.G.V.D. (RM 44) 5. PUMP CHAMBER 96.6' TO B.V.W. WHERE 100' REQUIRED (TOWN ONLY) 9. SEPTIC TANK. DISTRIBUTION BOX. ETC. SHALL BE MANUFACTURED Drawing Title 4. LOCATIONS OF UTILITIES SHOWN HEREON ARE BY ROTON00 OR AN EQUIVALENT MANUFACTURER. APPROXIMATE ONLY AND ARE TO BE VERIFIED 1N THE Woter t.Ight Ot o�>• '� 10. EXCAVATE ALL UNSUITABLE MATERIAL IN LEACHING AREA AND Access Cover To Be 0 p m t FIELD. Supplied By Pump aQL\ ./' BACKFlLL WITH MATERIAL AS DESCRIBED ON PLAN. Manufacturer PROPOSED VENT G°46 D�/' y 11. HEAVY EQUIPMENT AWAY 8E ALLOWED TO OPERATE OVER THE 2" PVC Schedule 80 ,j PROPOSED 1 000 GAL Vg/ LIMITS OF THE SEWAGE DIS- POSAL SYSTEMS DURING THE COURSE Q PVC Conduit To Slope to Drain Back To f Ar PUMP CHAMBER OF CON- STRUCTION OF THE SYSTEMS. INVERT ELEVATIONS Control Panel Pump Chamber 4 i • o er f" ,,..�„•,,,- •-••,... ,,•-�'•'� 12. NOTIELD MODIFICATIONS TO THE SEWAGE DISPOSAL SYSTEM 0 SHALL�� ti �� 6.07 Non Shrink Grout � ENGINEER AND THE LOCAL BOARD OFOUT PRIOR �L�71•IPROVAL OF THE 4 INVERT AT BUILDING � (2) Lifting (Typical) . �, 5ewage 4.6 Inlet Chains-, 10� RESER 4" INVERT AT 1500 GAL. TANK (IN) 5.0 Weephole ),/ 13. THIS SYSTEM SHALL BE INSPECTED AS REQUIRED BY TITLE V. (2) 2" Dia Schedule 80 J'ROpOS `•i0 o fD 14. A CERTIFICATE OF COMPLIANCE AS REQUIRED BY TITLE V AND Disposal .. 4.75 Threaded Discharge Pipes -S.. Quftp4 INVERT AT i500 GAL. TANK (OUT) ALARM 8 L._,,..�. p INC AN AS-BUILT PLAN OF THE SYSTEM MUST BE OBTAINED 8Y THE �- (2) 2" Galvanized Pipes �_S_11s1-�' CONTRACTOR UPON COMPLETION OF THE ABOVE WORK. 4" INVERT AT 1000 GAL. PUMP CHAMBER (IN) 4.55 PUMP ON 4" Propert ""'•' o ., 15. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL UNIT. Design 1.000 Gat. Min. Y Une •- 4" INVERT AT DIST. BOX (IN) 9.62 PUMP OFF 8" Septic Tank +�y1+ I PROPOSED "`r+�..,� �4 PROPOSED 1,500 GAL RO ERTAAKE rya LEACHING SEPTIC TANK 16. ALL UNDERGROUND UTILITIES SHOWN WERE COM- PILED it ACCORDING TO AVAILABLE RECORD PLANS AND ARE APPROXIMATE 4" INVERT AT DIST. BOX (OUT) 9•45 �' �'�►.. C�TOQ Of ONLY. SEE CHAPTER 370, ACTS OF 1963, MASSACHUSETTS CIVIL -+ ` _ sf /`�.....�.. �...� Mercury Float Concrete Fillet Ho.U642 a y l?S B, 9 ^*•�Q/Bak Edge Of !4'a1/and GENERAL LAWS. WE ASSUME NO RESPONSIBILITY FOR DAMAGES INVERTS AT LEACHING FACILITY. 6 / INCURRED AS A RESULT OF UTIUTIES OMMITTED OR INACCURATELY 4" INVERT AT BEG. Switches Fc,sYEP`` (L£ s' MYERS SRM4 1/2 HP PUMP OR APPROVED EQUAL ,P � CtitN (p�Mp (s "` /'• SHOWN. THE APPROPRIATE PUBLIC ENGINEERING DEPARTMENT LEACHING FACILITY 9.40 Notes: '�..- � c To Cy £pne ••' ------ 1.) Pump To Have Lift Out Guide Rail System 1 cv 1 SHALL BE CONTACTED AS WELL AS DIG SAFE (PH. NUMBER 2. Pump Shall Be Installed in Accordance With Manufacturers Specifications. Wog Q I'W,� ro r' If TO 1-800-322-•4844). ELEVATION AT BOTTOM 3.) Exact Location Of Control Panel And Alarm To Be Located Prior Installation. U t ISI o\ a 6t�w ; Date Aug. . 2003 Drawing No. u J �' 17. WATER PROOFING SHALL BE PROVIDED FOR PORTIONS OF TANK/ Design A.H.O. 7.40 PUMP CHAMBER BELOW MAXIMUM GROUND WATER ELEVATION (310 OF LEACHING FACILITY PUMP CHAMEJER DETAIL SYSTEM _LAYOUT DETAIL ` f CMR 15.22). Check A.H.O. GROUND WATER ELEVATION (TIDALLY INFLU) _ 3 NOT TO SCALE SCALE:1"=20' 1 Drawn J.V.,@. '' Job. No. 2.1240.00 Last Rev. 11/16/07 of 4 CO OYS SEPT 3-3:-04 Map Page 1 of 1 r 'Town of Barnstable Geographic Information System New Search Home I Help Parcel Viewer I Custom Map Abutters Map Size ® Zoom Out fi 10 JIn OF a n Q e=7PG Map: 053 Parcel 009 Prolperty Location: 26 LITTLE RIVER ROAD Info 04 r Owner: COTUIT OYSTER CO INC 53023 a' ' 80 #85D16 0¢3004U01 .: q35.. 053006 Add/Subtract *Add Mailing Labels 053029 v Subject Parcels 0, Subtract Abutter List ' Map&Parcel 053003 rr Location 35 LITTLE RIVER ROAD 53014 '' .053007 82 Nis Owner PERRY,ARTHUR]R& cel 53008 31)0d Lo anon r 28 LOITTLLE RIVER ROAD ' Owner PERRY,ARTHUR]R& } y Map&Parcel 053009 o330rp Location 26 LITTLE RIVER ROAD #22 Owner COTUIT OYSTER CO INC 05302a Map&Parcel 053010 a:1o0" Location 22 LITTLE RIVER ROAD w 00 2o1.1 Owner HASECK,JANET W rp ,053001 053017 `_N-0� 053002 - + Board of Health y Copyright 2005-2007 Town of Barnstable,MA All rights reserved.Send questions or comments to GIS ' BarnstableMA v0.2.91[Production] r r t ' http://www.town.bamstable.ma.us/arcims/appgeoapp/map.aspx?propertyID=053009&mapparback= 4/25/2008 ' Prop ID:053009 COTUIT OYSTER CO INC LITTLE RIVER RD COTUIT,MA 02635 Prop ID:053010 HASECK,JANET W ' POBOX 171 ROYAL OAK,MD 21662 ' Prop ID:053003 PERRY,ARTHUR JR& KOZLOWSKI,JUDITH 5310 PORTSMOUTH RD BETHESDA,MD 20816 ' Prop ID:053008 PERRY,ARTHUR JR& KOZLOWSKI,JUDITH 5310 PORTSMOUTH RD ' BETHESDA,MD 20816 i 1 1 1 I� t 1 ' BOARD OF HEALTH VARIANCE REQUEST ' ABUTTER NOTIFICATION LETTER ' DATE: 4/25/08 RE: Upcoming Barnstable Board of Health Public Hearing ' To Whom It May Concern, As an immediate abutter of a proposed project,please be advised that a VARIANCE REQUEST ' application has been filed with the Barnstable Board of Health. APPLICANT: Cotuit Oyster Company, Inc. ' PROJECT ADDRESS OR LOCATION: 26 Little River Road Cotuit, MA t ASSESSOR'S MAP&PARCEL: Map 53 Parcel 9 ' PROJECT DESCRIPTION: Construction of on-site gray water septic system requiring Variances as described on attached sheet tAPPLICANT'S AGENT: A. M. Wilson Associates, Inc. 20 Rascally Rabbit Rd., Unit 3 tMarstons Mills, MA 02648 ' PUBLIC HEARING: Town Hall,Hyannis Conference Room—2°d floor Date: 5/13/08 ' Time: After 3:00 P.M. ' *Please call Barnstable Board of Health office for exact time. NOTE: Plans and application describing the proposed activity are on file with the Board of Health(508 862-4644) i ' LIST OF VARIANCES—TITLE 5 ' • 310 CMR 15.211(1)— Septic tank 4'to property line • 310 CMR 15.211(3)—Septic tank 6" from Coastal Bank —Pump chamber 3" from Coastal Bank —SAS/Primary 13' from Coastal Bank —SAS/Reserve 2' from Coastal Bank LIST OF VARIANCAES—LOCAL REGULATIONS ' Part VIII, Sec 1.00 —SAS/Primary 13' from Coastal Bank — SAS/Reserve 2' from Coastal Bank — Septic tank 69.9' from BVW ' —Pump chamber 96.6' from BVW ' INTERIM REGULATION TO PROTECT SALTWATER ESTUARIES Restrictions: Sec A(1)—size of lot vs. flow ' Massachusetts Department of Environmental Protection Bureau of Resource Protection—Watershed Permitting —Title 5 W049232 Transmittal B RP W P 59 b DEP Approval of Variance granted by Board of Health, except Facility ID (if known) ' variance for increased flow to existing system Application Form This application must be filed by persons required to obtain DEP approval under the category specified above in accordance with 310 CMR 15.000: The State Environmental Code Title 5: ' Standard Requirements for the Siting, Construction, Inspection, Upgrade and Expansion of On-site Sewage Treatment and Disposal Systems and for the Transport and Disposal of Septage. DEP approval is subject to fees established under Massachusetts General Laws, Chapter 21A, Section 18 and 310 CMR 4.00, Timely Action Schedule and Fee Provisions. ' A. Applicant Information Important: When filling out 1. Applicant: forms on the computer,use Cotuit Oyster Company, Inc. only the tab key Name to move your P.O. Box 563 cursor-do not use the return Street Address key. Cotuit MA 02635 City/Town State Zip Code Q Telephone ierton � t2. Facility/Proposed System Address: 26 Little River Road ' Address Cotuit MA 02635 City/Town State Zip Code ' 3. Design Engineer or Sanitarian: Down Cape Engineering, Inc. 939 Main Street 1 Address Yarmouth MA 02675 City/Town State Zip Code ' 508-362-4541 Telephone i ' 4. Registration: Arne H. Ojala Massachusetts Registered P.E. Massachusetts Registered Sanitarian 30792 ' Registration Number Wp59b59c.doc•7/01 Wp59b•Page 1 of 5 i Massachusetts Department of Environmental Protectio n on Bureau of Resource Protection —Watershed Permitting —Title 5 W049232 ' B RP WP 59 b Transmittal# DEP Approval of Variance granted by Board of Health, except Facility ID (if known) variance for increased flow to existing system A. Applicant Information (cont.) ' 5. Is the proposed system part of a project requiring a filing under 301 CMR 10.00, the Massachusetts Environmental Policy Act? ' ❑ Yes ® No If Yes, MEPA# If yes, has final action been taken? ❑ Yes ❑ No If Yes, Date If yes, is a copy of the final actin attached? ❑ Yes ❑ No i 6. The legal entity that owns or will own this facility is: ❑ Individual ❑ Municipality ❑ Private Partnership ❑ Federal ❑ State/Country ® Corporation ' ❑ Other ' Specify Cotuit Oyster Company, Inc. Name ' P.O. Box 563, Cotuit, MA 02635 Address 508-428-6747 Telephone 1 ' 7. Two complete sets of plans and specifications, (four for submittals to the Springfield Office), including a locus map, properly stamped and signed by a Massachusetts Registered Professional Engineer or Massachusetts Registered Sanitarian must accompany the application. ' Is the approval letter attached? ® Yes ❑ No I I Wp59b59c.doc•7/01 Wp59b•Page 2 of 5 Massachusetts Department of Environmental Protection Bureau of Resource Protection —Watershed Permitting —Title 5 W049232 Transmittal# BRP WP 59b DEP Approval of Variance granted by Board of Health, except Facility ID (if known) ' variance for increased flow to existing system A. Applicant Information (cont.) ' 8. ❑Variance(s) from the following Title 5 provision(s) is/are being sought: ' 310 CMR 15.211(1) Tank to property line 8' where 10' required. 310 CMR 15.211(3) SAS 13' to Top of Coastal Bank where 50' required. 310 CMR 15.211(3) Reserve Area 2'to Top of Coastal Bank where 50' required. 9. The approval letter issued by the Board of Health having jurisdiction over the system,that granted the ' . variance must be attached. Is the approval letter.attached? ® Yes ❑ No See Exhibit C 10. If applying for approval of a variance that requires notification of abutters under 310 CMR 15.411, a copy of the notification sent to the abutters and proof of notice must accompany this application. Is a copy and proof of the notification attached? ®Yes ❑ No See Exhibit D 11. In accordance with 310 CMR 15.410, the applicant must establish that the strict enforcement of the provision of the Code for which the variance is being sought would be manifestly unjust and that a level of environmental protection that is at least equivalent to that provided under the Code can be achieved without strict application of the particular provision. ' Is documentation in support of meeting these requirements attached? ® Yes ❑ No See Exhibits E, F, G, H Wp59659c.doc•7/01 Wp59b•Page 3 of 5 ' Massachusetts Department of Environmental Protection P Bureau of Resource Protection —Watershed Permitting _Title 5 W049232 B R P W P 59 b Transmittal# DEP Approval of Variance granted by Board of Health, except Facility ID (if known) ' variance for increased flow to existing system ' A. Applicant Information (cont.) 11. (cont.) You must complete the following: a) I have established that enforcement of the provision from which a variance is sought would be manifestly unjust, considering all of the relevant facts and circumstance of this ' case, as follows: ' See Attached Exhibit E 1 ' (Use and attach additional sheets, as necessary) b) I have established that a level of environmental protection that is at least equivalent to ' that provided under 310 CMR 15.000 can be achieved without strict application of the provision(s)from which I am seeking a variance as follows: ' See Attached Exhibit E ' (Use and attach additional sheets, as necessary) 12. Is the variance requested for new construction as"new construction" is defined in 310 CMR 15.002? ® Yes ❑ No If yes, you must complete the following: I have established that enforcement of the provision from which a variance is sought would deprive me of substantially all beneficial use of the subject property as follows: ' See Attached Exhibit E ' (Use and attach additional sheets, as necessary) Wp59b59c.doc•7/01 Wp59b•Page 4 of 5 Massachusetts Department of Environmental Protection Bureau of Resource Protection —Watershed Permitting —Title 5 W049232 ' B R P W P 59 b Transmittal# DEP Approval of Variance granted by Board of Health, except Facility ID (if known) ' variance for increased flow to existing system A. Applicant Information (cont.) 13. Is a copy of the complete application that was submitted to the Board of Health attached? ® Yes ❑ No See Exhibit I ' B. Certification A. M.WILSON ASSOC TES, INC. "I certify under penalty of law that this document and all attachments, to the best of my Applicant's signature Agent) knowledge and belief, are true, accurate, and -1�G complete. I am aware that there are significant ate penalties for submitting false information, Arlene M.Wilson, PWS ' including the possibility of fine and imprisonment Print Name for knowing violations." A. M. Wilson Associates, Inc. Name of Preparer Wp59b59c.doc•7/01 Wp59b•Page 5 of 5 Enter your transmittal number .� 1104��2�� ' Your unique Transmittal Number can be accessed online: http://www.state.ma.us/scripts/dep/trasmfrm.stm or call DEP's InfoLine at 617-338-2255 or 800-462-0444(from 508, 781, and 978 area codes). Massachusetts Department of Environmental Protection ' Transmittal Form for Permit Application and Payment 1. Please type or A. Permit Information print.A separate ' Transmittal Form BRP WP 59 b Approval of Variance granted by Board of Health must be completed 1.Permit Code:7 or 8 character code from permit instructions 2. Name of Permit Category for each permit Onsite Septic System Construction application. 3.Type of Project or Activity ' 2. Make your check payable to B. Applicant Information - Firm or Individual the Commonwealth of Massachusetts Cotuit Oyster Company, Inc. and mail it with a 1. Name of Firm-Or,if party needing this approval is an individual enter name below: copy of this form to: DEP, P.O.Box 4062,Boston,MA 2.Last Name of Individual 3. First Name of Individual. 4.MI 02211. P.O. Box 563 5.Street Address 3. Three copies of Cotuit MA 02635 508-428-6747 this form will be 6.Cityrrown 7.State 8.Zip Code 9.Telephone# 10.Ext.# needed. Richard Nelson, President ' Copy 1 -the 11.Contact Person 12.e-mail address(optional) original must accompany your permit application. C. Facility, Site or Individual Requiring Approval Copy 2 must accompany your Cotuit Oyster Company, Inc. fee payment. 1.Name of Facility,Site Or Individual Copy 3 should be 26 Little River Road ' retained for your 2.Street Address records Cotuit MA 02635 508-428-6747 4. Both fee-paying 3.City/Town 4.State 5.Zip Code 6.Telephone# 7.Ext.# and exempt ' applicants must 8. DEP Facility Number(if Known) 9. Federal I.D. Number(if Known) 10. BWSC Tracking#(if Known) mail a copy of this transmittal form to: D. Application Prepared by (if different from Section B)* ' DEP P.O.Box 4062 A. M. Wilson Associates, Inc. Boston,MA 1.Name of Firm Or Individual 02211 20 Rascally Rabbit Road Unit 3 ' 2.Address Marstons Mills MA 02648 508-420-9792 *Note: 3.City/Town 4.State 5.Zip Code 6.Telephone# 7.Ext.# For BWSC Permits, enter the LSP. Arlene M. Wilson, PWS ' 8.Contact Person 9. LSP Number(BWSC Permits only) E. Permit - Project Coordination ' 1. Is this project subject to MEPA review? ❑yes ® no If yes, enter the project's EOEA file number-assigned when an Environmental Notification Form is submitted to the MEPA unit: ' EOEA File Number F. Amount Due. DEP Use Only Special Provisions: 1. ❑Fee Exempt(city,town or municipal housing authority)(state agency if fee is$100 or less). ' Permit No: There are no fee exemptions for BWSC permits,regardless of applicant status. 2. ❑Hardship Request-payment extensions according to 310 CMR 4.04(3)(c). Rec'd Date: 3. ❑Alternative Schedule Project(according to 310 CMR 4.05 and 4,10). 4. ❑Homeowner(according to 310 CMR 4.02). Reviewer. 14807 $230.00 3/12/04 Check Number Dollar Amount Date Cotuit OYster Septic Variance Trans.Fee Form.doc•rev. 09103 LIST OF EXHIBITS COTUIT OYSTER ' DEP VARIANCE APPLICATION A—Project Plans—Revisee 11/03/03 and revised 3/31/04 B—Title 5 Compliance Plan C—Board of Health Variance Approval Letter D—Original Abutter's Notice and Certified Mail Receipts E—Project Description: Institutional History, Argument for Environmental Protection Equivalency and Manifest Injustice ' F—2/27/04 Letter from Brian Dudley G—Local Order of Conditions SE3-4095 H—Superseding Order of Conditions and Cover Letter, SE3-4095 ' I—Original Variance Application as submitted to Barnstable Board of Health J—Minutes of the Barnstable Board of Health Meeting 2/17/04 II, I 1. 1 1 1 1 1 1 1 l 1 1 1 1 1 1 1 � SENDER: COMI�LETE THIS SECTION' COMPLETE TIJIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Sig t item 4 if Restricted Delivery is desired. ❑Agent ■ Print your name and address on the reverse X Addressee so that we can return the card to you. B. c 'ved y m C. Date of Delivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. D1 Is delive dd tj -from item Yes ' , N " 1. Article Addressed to: If YES,en�e�detivery a �low: ❑ No t;? 40 z Yo tt 3. Service Type`. Certified Mail"El -Express Mail e,4 ki2e6p L,— ❑Registered -El Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. 7003 0500 0001 9963 1208 -A-�2V69 PS Form 3811,August 2001 Domestic Return Receipt 102595-02-M-1540 I d UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid LISPS Permit No.G-10 • Sender: Please print your name, address, and ZIP+4 in this box • I I I 4 P.O. Box 486 Barnstable, MA 02630 I A.PYI, Wilson Associates Inc. I I I f�lsss;sfrlrflsr;;llifl:rrfls:rifrr�f;ifsilfrr�rif;r�lr;lsrslf I I SENDER:COMPLETE THIS SECTION COMPLETE THIS SECTION . ■ Complete items 1,2,and 3.Also complete A. Signature item 4 if Restricted Delivery is desired. ❑Agent ■ Print your name and address on the reverse ❑Addressee so that we can return the card to you. B. IdZeived by(Printe Name) C. Date o e ery ■ Attach this card to the back of the mailpiece, 1 or on the front if space permits. D. Is delivery add ess different from item 1? Yes 1.. Article Addressed to: If YES,enter delivery address below: ❑No 3. Service Type rtified Mail ,❑Express Mail ❑ Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. �J--- 4_Restdcted-r1�ery?(Extra Fee) ❑Yes 2. Article` (rranst 7003 0500 0001 9963 1192 '=:2 a PS Form 3811,August 2001, Domestic Return Receipt 102595-02-M-1540 UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid LISPS Permit No.G-10 I I • Sender: Please print your name, address, and ZIP+4 in this box • I E I ej P.O.Box 486 I Barnstable,CIA =0 I Aa fi, viiisen Associates Ing III fill liflill III III fill fill!lfflillifdfi1lfflfflfflifflfiffl Town of Barnstable of THE 1p� Board of Health SBA MASS. 200 200 Main Street - Hyannis MA 02601 1639• prfD MA't A Agreement to Extend Time Limit for Acting Upon a Variance Request In the Matter of a variance request form received on 3 �d q , the Petitioner(s), 69 , regarding the property at e, -� the petitioner(s)and the Board of Health agree that the Board of Health has until ,41� a ad (insert date)to act upon the Petitioners'completed application for a variance. In executing this Agreement, the Petitioner(s) hereto specifically waive any claim for a constructive grant of relief based upon time limits applicable prior to the execution of this Agreement. Petitioner(s): Board of Health: Signatur Signature: Pe b etiti r s R Chairman 7 Print: Print: Wayne Miller, M.D. �y Date: /z Date: 31 Address of Petitioner(s)or Petitioner's Representative Town of Barnstable Board of Health Public Health Division A` 200 Main Street Hyannis, MA 02601 /0, Phone: (508) 862-4644 Fax: (508) 790-6304 file q:extend.doc • .ice _ •�• ':: •,J• •.t.r'• •�•� A.M.Wilson Associates Inc. June 6 2008 I Town of Barnstable Board of Health 200 Main Street Hyannis, MA 02601 Re: Variance Modification Request Revised Plans Cotuit Oyster Company, Inc. 26 Little River Road, Cotuit (Our File No. 2.1240.00) Dear Board Members: Attached please find revised plans now dated through 5/27/08 for the above captioned project_. There are 4 prints, I of which is "wet stamped". As we discussed at your May hearing, several changes have been made to the plan which are relevant to the ongoing settlement discussions with the neighbors, but which have no impact on the septic system design. These include the elimination of notes on functional zoning, some modifications to the pier and its access path and a change to the "work area" note. The one change relevant to the septic system design is the addition of note #18 relative to the direction of the vent opening. Please don't hesitate to call if you have questions or require additional information. Yours, A. M. WILSON ASSOCIATES, INC. Arlene M. ilson, PWS Principal Environmental Planner 20 Rascally Rabbit Road Unit 3 508 420-9792 Marstons Mills, MA 02118 FAX 508 420-9795 Myers SRM4 Submersible Sewage Pump Page 1 of 3 ' Search: M"I's e=. 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November 14, 2003 Barnstable Board of Health 200 Main Street... Hyannis, MA 02601 RE: Cotuit Oyster Company, Inc. Variance Request 26 Little River Road, Cotuit (Our File No. 2.1240.00) Dear Board Members: Attached in accordance with your request, please find groundwater data collected from the monitoring well installed t the Cotuit Oyster Company, Inc. property on 10/20/03. For the 25 days covered so far, we have a total of 34 readings. There are no readings for 4 days. The observation well consists of a piece of 4" diameter perforated PVC pipe set at approximately —0.25'NGVD. The sediments were uniformly clean med/coarse sand. A small amount of washed stone was set at the base. The pipe was set by hand and backfilled by machine. The weather was dry at the time of installation. Grades around the pipe and at the top of the pipe were surveyed in on 10/21/03 on NGVD datum; the same datum as the septic system design sheet for the project. The elevation for the top of the observation well is 9.25'NGVD. The most extreme astronomical tides of the period occurred 10/25/03 through 10/29/03. The highest groundwater readings occurred 10/28/03 and 10/29/03. Readings were taken over the course of a 4 hour period on 11/08/03; from 2 hours before to 2 hours following the midday high tide to confirm the period during which ground water is most influenced by the tide. Based on this data, it appears that readings taken from shortly after to 1 '/2 hours after High Tide at this location will reflect the highest daily groundwater elevations. The highest groundwater reading recorded during the monitoring period was 2.3'NGVD. As you may recall the assumed high groundwater elevation used for septic system design was 2.4' NGVD. P.O. Box 486 508 375 0327 3261 Main Street Please don't hesitate to contact our office should you have any questions or require any additional information. Yours, A. M. WILSON ASSOCIATES, INC. ---7 Arlene M. Wil n, PWS Principal Env' onmental Planner Attachment: Groundwater Monitoring Results cc: Dick Nelson Atty. Edward Garguilo 1103AW08/csp S COTUIT OYSTER CO. GROUNDWATER OBSERVATIONS Time of Depth Daytime Daytime Well of Water Month/Da High Tide Low Tide Reading Water Elevation Comments 10/20/03 8:41 a.m. 2:11 p.m. 3:30 p.m. 8.3' 0.95' (2.2 10/21/03 ±9:32 a.m. 10:30 7.4' 1.85' Overcast/rain 11:30 7.2 2.05' 10/22/03 10:24 a.m. 4:01 p.m. (2.5 0.2 10/23/03 11:12 a.m. 4:53 p.m. 11:20 8.0' 1.25' 2.7 0.0 10/24/03 11:54 a.m. 1:00 P.M. 7.2' 2.05' 10/25/03 12:44 p.m. 6:33 p.m. 3:10 7.6' 1.65' New Moon 3.0 -0.4) 10/26/03* 12:30 p.m. 7:22 p.m. 2:40 3.1) -( 10/27/03 1:18 a.m. 8:13 p.m. 3.2 -0.5 10/28/03 2:09 p.m. 8:28 a.m. 4:00 3.1 (-0.1 10/29/03 2.57 p.m. 8:40 a.m. 4:00 6.95' 2.30' Overcast 10/30/03 3:45 p.m. .3:57 p.m. 4:17 -7.05' 2.2' Clear 10/3.1/03 4:49 p.m. 11/01/03 6:07 p.m. 11:18 am. 11:30 7.8' 1.45' 2.6 0.3 4:30 7.9' 1.35' 11/02/03 7:00 p.m. 12:25 p.m. 8:35 7.6' 1.65' (2.4) (0.4) 1:00 7.9' 1.35' 1:48 7.85' 1.4' 11/03/03 8:04 p.m. 1:31 p.m. 7:28 a.m. 7.55' 1.7' Clear (2.4) (0.4) 9:33 7.4' 1.85' *End Daylight Savings Time Time of Depth Daytime Daytime Well of Water Month/Day High Tide Low Tide Reading Water Elevation Comments 11/04/03 9:02 a.m. 2:33 p.m. 9:45 7.4' 1.85' 2.4 0.3 11/0,5/03 9:52 a.m. 3:27 p.m. 11:06 7.3' 1.951' Rain 2.5) 0.2 11/06/03 10:35 a.m. 4:14 p.m. (2.6) (0.1) 11/07/03 11:10 a.m. 5:20 p.m. 11:55 7.2' 2.05' Partly cloudy 11/08/03 11:50 a.m. 5:36 p.m. 9:50 8.0' 1.25' Full moon (2.6) (0.1) 10:40 7.8' 1.45' Partly cloudy 11:00 7.7' 1.55' f40°F 11:30 7.6' 1.65' 12:05 7.5' 1.75' 12:35 7.5' 1.75' 1:00 7.5' 1.75' 1:30 7.6' 1.65' 1:55 7.65' 1.6' 11/09/03 12:25 p.m. 6:14 p.m. 1:40 7.8' 1.45' Clear 2.7 0.1 11/10/03 1:00 P.M. 6:52 p.m. 1:16 7.65' 1.6' Clear 2.6 (0.1 11/11/03 1:37 p.m. 6:59 a.m. 2:28 pm 7.45' 1.8' 2.6 0.4 11/12/03 2:16 p.m. 7:38 a.m. 2:35 p.m. 7.35' 1.9' 2.5 0.4 11/13/03 2:57 p.m. 8:19 a.m. 3:09 p.m. 7.1 2.15' High winds 2.5 0.5) 11/14/03 3:41 p.m. . 9:02 a.m. 3:47 p.m. 7.8' 1.35' Gale winds (2.4) (0.5) 11/15/03 4:30 p.m. 9:50 a.m. 7:5 0 aa.m. 8.0' 1.25' 2.4) 0.5) 11/16/03 5:23 p.m. 10:43 a.m. 2.4 0.5 v = to 1 4 ol JdP / by.•.•0. � Of , .'54� \ \ •l :�Ph a s t � i R Bk 195-58 P° 247 :1205g y 02-24--2005 a`i o 1 :t. 0P L We,the Cotuit Oyster Co., Inc., a Massachusetts Corporation having a usual place of business at Little River Road,Barnstable(Cotuit),Barnstable County,Massachusetts ^� and owning property as described and recorded in Book 3671,Page 269,at Barnstable r� County Registry of Deeds. N Hereby voluntary place a restriction on said property declaring that said property shall be used for non-residential use only and is restricted to the daily sewage flow as depicted on a Plan drawn by Down Cape Engineering, Inc. entitled"Subsurface Sewage Disposal Design"dated August 12,2003. a Said restriction shall run with the land until such time as the Barnstable Board of Health shall find it otherwise appropriate and documentation to that effect shall be �. recorded in said Barnstable County Registry of Deeds. d Cotuit Oyster Company,Inc. - By its President, Richard C.Nelson, �J i N r t ICY COMMONWEALTH OF MASSACHUSETTS G3� BARNSTABLE, ss. On this the 24� day of February, 2005,before me, C-1 Gt�w - ,the undersigned Notary Public,personally appeared ]icL h-� SIsYI ,proved to me through satisfactory evidence Bk 19558 Pg 248 #12058 of identity,which was J�rt)e s bcw-SL to be the person whose name was signed on the preceding or attached document in my presence. Signa of Notary Public ,.-' o '��esa r• Print Name of Notary '�;+bw 41 My Commission Expires: [ -W EN E.WHITENotary Publiconwealth of Massachusettsyso tteember 5,20008 s BARNSTABLE REGISTRY OF DEEDS r JOB :l" 4 A.M. WILSON ASSOCIATES, INC. Z 3261 Main Street P.O. Box 486 SHEET NO. of BARNSTABLE, MA 02630-0486 CALCULATED BY � DATE (508) 375.0327 FAX (508) 375.0329 CHECKED BY DATE SCALE ............................................................................ .............:.............:...................................................................:............................_............. :..............:..........................................:..............,.............;............................. .... — ...... ...... i cS / ...... ...... ...... .....................<....................................,.......................................:..............:.........:... ................................................... ...... ........................ ...... ......:.... .....:. ...................�.... �(/'..G .: C?x1 c nG ... .;............:.............._ .f.......................................... .... ...... ...... ..................... . .4..5.......... .................. :> > ...... .......... ...... ...... ...... ..... ...... ...... .... ...................... .......................... ...._......... ............................ ..........1.�a.....�...... .........:...... .....................................:..............�....<....................... ..... .. ............ ...... ...... ...... ...... ....................................... ....................... . .................. � / ........ ........ ..... ...� ..G ...... ✓... .......................:............ ....... -......:......._ ........_............._.............:.... ... ....... ... ...... ..... ...... .... .............d. u...<4..,G........i........................................ ..:..... i ..... ...... ...... ...... ...... ...... ...... ..... ...... ...... ..... ...... ...... ...... .... ...... ..... i �fj ...... .............. .... ...... ..... .... ...... ..... ...... ...... ......_ '. .) ........ ...... ..... ..... ..... ..... ...... ...... ...... 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WILSON ASSOCIATES, INC. JOB 3261 Main Street P.O. Box 486 SHEET NO. OF Z BARNSTABLE, MA 02630-0486 CALCULATED BY DATE (508) 375-0327 FAX (508) 375-0329 CHECKED BY DATE SCALE ................:............:.............;.........,.......... .... ...... .......... ...:. .........................:....... .... E' .... ... . . ...., c:�io�t....:s ... : - ................ 14 .....................................................:.............. tl�..............C ..... ................. ....................... ..... ..... ...... .... ......... ........ .......... ........ ..... ...... .............?.............;.............;........................ ............ .. ........... ............°........ `4.. .:u /24 .........................��......O�CI .... .......... ...... .............'.............;.............!....................... .... . ... Y. 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COTU IT OYSTER COMPANY COMPARATIVE. SEPTIC LAYOUT ILLUSTRATION .�oP ok g4�" PROPOSED VENT G445 �ooB PROPOSED 1,000 GAL V/ 3/31104 APPROVED o ; pra ert PUMP CHAMBER I �� ®—�-•"® 0 ce 10' RfsER p PROPOSED -� ,5,� L_J O o a BUILDING proPertY Line 00O\N PROPOSED ® PROPOSED 1,500 GAL LEACHING — SEPTIC TANK — ® roe _ _ 12s8, ,63 �®®�� E ge Or Wetland (CE�ctiiN 9�.S /S / ( / SYSTEM LAYOUT DETAIL \ 0 ! SCALE:1"=20' Qk�o�\' qoQ \ ! OBI PROPOSED VENT Gods � �°h f PROPOSED 1,000 GAL V$� 11 1 7 i pro PUMP CHAMBER / / 6/0 PROPOSED 0 er e �.�..�..,...® ...o.•/..� a a lotR,rSSR� O pROpoS�O eU1 NG woo proPertY Lhe PROPOSED 1 O�O O PROPOSED 1,500 GAL LEACHING . ... ... — „„ SEPTIC TANK ♦,.,,,,�aps°e pf 72S$. •,•,,so!eonk E ge Of (tE 96 ` •%.,� 6. CyiNG T (p�Mp o Cy (sFpnC�-•.r,,.�,,,� •�'. V 'fie � • c Yf�o a w) q F'R roe '�Nk to . SYSTEM LAYOUT DETA LL SCALE:1"=20' \ 1 s I' WATERTIGHT NOTES:INLET & OUTLET COVERS TO BE n Revisions BROUGHT TO 6" OF FINISH GRADE,,,--___. I ^�� 1. 'CONCRETE - 5000 PSI MIN. Q A STRENGTH 0 28 DAYS 8/20/03 REVISE DECK, ADD NEW SHRUB s" cv . NOTE j I �" MIN. 6" � � 2. STEEL REINFORCEMENT - PROVIDE VENT WITH CHARICOAL a• �•_ WITHIN AREA SHOWN, ALL UNSUITABLE MATERIAL (A & B I h----t0`-0" I covER ASTM A--615, GRADE 60 FILTER AND BUGSCREEN r M i ct.A WITH SOIL REPLACED TH REMOVED AN E L E N T E O D D HORIZONS) 0 BE VE HO ZO IN RA A 9 8 03 RAD G & D IN GE D I r ul AIR G A D CONSISTING OF CLEAN GRANULAR SAND, FREE FROM ORGANIC 24" DIA. MANHOLE COVER 3. COVER TO STEEL 1" MIN. MATTER AND DELETERIOUS SUBSTANCES. MIXTURES AND LAYERS s" FLOW-TOP ®F TEE ,� 1 LAYOUT AND LANDSCAPE PLAN s 3" 2G" :: � -.*J PRECAST 4.8'x8.5' CONCRETE OF DIFFERENT CLASSES OF SOIL SHALL NOT BE USED. THE FILL - T. ' `.: w/ExTEt�sION SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. A ' I i i LEACHING CHAMBER d pas R°0d J 9-23-03 ADD COASTAL BANKS, REVISE ;n i0 as „ n is 01 r� - AN GRADING REVISE SEPTIC I INLET 4 1 DESIGN FOR H 20 WHEEL LOAD , R FINISHED GRAD V HA B PERFORMED E I VE ANALYSIS USING A 4 SIEVE, SHALL E SE # TEE LIQUID DEPTH SYSTEM. SHELLDRIVEWAY F TO 459� BY WEIGHT AMP F THE ILL UP SAMPLE 0 A REPRESENTATIVE ON .;. � 6" MIN. 3/4" TO 1-1/2"STONE SLOPE SURFACE TO DRAIN �' OF THE FILL SAMPLE MAY BE RETAINED ON THE #4 SIEVE. ` 5" DIA. KNOCKOUT 5" 011A. KNOCKOUT EL. 12.0 S=(0.02 A IN IN T DESIGN D C OLE T DES G 11 D O TYP TYP 3 0 3 M THE FRACTION 0 f AL PERFORMED ON I VE ANALYSES YSES ALSO SHALL BE SE L / ANALYSIS AND REVISE LEACHING THE FILL SAMPLE PASSING THE #4 SIEVE, SUCH ANALYSES MUST PRECAST CONCRETE SEPTIC TANK , • BOTTOM ON LEVEL `STABLE BASE .r DEMONSTRATE THAT THE MATERIAL MEETS EACH OF REINFORCED WITH STEEL -� '. 2"� I` �" 'H z / LOCUS REQUIREMENTS AND LEACHING I `'O ¢ ` FACILITY PROVIDED THE FOLLOWING SPECIFICATIONS: PLAN VIEW I CROSS SECTION VIEWACCESS l TI THAT MUST 3) INLET AND OUTLET TEES TO BE CAST IRON LO BACKFILL WITH7 COVER o M EL. 10.2 .416001 3-16-04 NO REVISIONS THIS SHEET EFFECTIVE NOTES OR SCHEDULE 40 PVC. -f-- - V-2" EXISTING SOIL MIN. 2" LAYER OF PASS SIEVE SIEVE SIZE PARTICLE SIZE - I u # 4 4.75 MM 100°I; 1) SEPTIC TANK TO WITHSTAND H-20 LOADING TEES TO BE CENTERED UNDER MANHOLE COVERS. 6�� 8 1 r--4" DISTRIBUTION PIPE WASHED STONE DOUBLE 11-16-07 RELOCATE BUILDING, REVISE TIMS 50 0.30 MM 10% - 100% 2) ALL PIPE CONNECTIONS AND CONCRETE CON- _L_J_ `' / , ) RAMP, DECK, PIER & FLOOD 0 m / ZONE 100 0.15 MM 0% - 20% 4' _, # 200 0.075 MM 0% - 5% STRUCTION TO BE WATERTIGHT. N0. OF GALLONS: 1500 '--I {` 2' p o Q p 3/4"-1 1/2" DOUBLE '� I -� SECTIONA- SECTION - _ -I ® WASHED STONE Fort 1 7- - OVERALL CHANGES TO CONFORM ca ® �-� o ® 23 08 t I (2.5' OF STONE ALL AROUND) TO SETTLEMENT AGREEMENT DISTRIBUTION BOX DETAIL N o o,et H AS SEPTIC TANK DETAIL t 0 a 0 EL. 7.4 NOT TO SCALE NOT TO SCALE TOP PILING INLET & OUTLET COVERS TO BE BROUGHT TO FINISH GRADE 2% MINIMUM FINISHED GRADE OVER LEACHING AREA I IN ELEV. 12.0' S=.015 WITHIN 6" OF FINISH GRADE Z US MAP 12 00 4" PVC SCH. 40 _ W - - - - _ _ _ _ ® off (nP) FIRST TWO FEET TO 10 2 UNDISTURBED EXISTING SOIL o 508-362-4541 BE LAID LEVEL GROUNDWATER ADJUSTED fax 508-862-9880 (MEDIUM SAND) TO EL. 2.4 NOT TO SCALE 5.0 4.55 down cape i7 int grin inn. 1 '�. 9.45 �O >� ::. :;.:.. ` GAL. •: '� 000 9.62 .. ;�� i 1500 GAL. `: 9, PUMP CHAMBER ::: H-2G:`• SEPTIC TANK 7.4 Assessors Map 53 Parcel 9 -V� 6.07 .; 4.75 H-20 4.3 LEACHING CHHAMBER CIVIL ENGINEERS H-20 FOUNDATION 5.0' DESIGN N YS S LAN SURVEYORS (PILING) ZTO BE INSTALLED ON A ZTO BE INSTALLED ON A SYSTEM PROFILE PLOP D LACF NC DETAIL LEVEL & STABLE BASE. LEVEL & STABLE BASE. ASSUMED G.W. 2•4 DESIGN FLOW: 939 rrta2n st. ya�rnouth, 426�5 NOT TO SCALE (TIDALLY INFLUENCED) NOT TO SCALE OFFICE - 100 S.F. @ 75 GALZ1000 S.F.jDAY TEST PIT 1 5 INDUSTRIAL EMPLOYEES ® 15 GAL/EMPLOYEE/DAY SUBCONTRACTED FOR: BONING SUMMARY Y TEST BY: LISA LYONS BENCHMARK � SURVEY & ENGINEERING TOTAL REQUIRED = 82,5 GPD DATE: 8 7 03 GRD. EL. 8 WITNESSED BY: SAM WHITE ACTUAL ZONING DISTRICT RF MINIMUM SYSTEM SIZE FOR OFFICE AS PER WATER SHUTOFF 18 ` ELEV = 16.92 MIN. UPLAND AREA 43,560 S.F. 310 CMR 15.203 3 = 200 GPD Project Title ELEV. SURFACE SOIL SOIL SOIL ( )� 9 N. .V.G D. MIN. FRONTAGE 150 g•g DEPTH HORIZON TEXTURE COLOR UTILITY POLE t MIN. FRONT SETBACK 30' SEPTIC TANK REQUIREMENTS: 0"-8" O/A LS 10YR 2/1 d MIN. SIDE SIDEB,ACK 15' NO GARBAGE DISPOSAL 9.1 - - _ --�;8�- qt 0,01 , MIN. REAR SETBIACK 15' 1,500 GALLONS H-20 8"-39" B LS 10YR 5/6 � - - ' • ~ �' -' 41�E / x oQ \ t ) #26 6.6 1� s i 1 _ RHEAD�T/L /E S / CO ` c� € i WA TER" e _ / r ��'� ttle LEACHING FACILITY REQUIREMENTS: • M S 6 4 / MEfiER PlT 1 2c <<, , I-Jr39 -91 C 2.5Y / / / ^� 1. 0 Ver 2.2 ---_ - / T �, I � '� � 9 .74 GALLONS PER S.F. PER DAY Li Ilk I e �� eBOTTOMC''' � L/ry /,o i� c -�E�• NOTE: INCINOLET TOILET PROPOSED; WATER OBSERVED ® PERC RATE: _� /�'� `- - d °fig'" p10*4 1 E p TOP PERC HOLE r / ( V\°°�\•12 / / Road / _ / � �� sTcckgr�E r 40% REDUCTION ALLOWED IN LEACHING 89" (EL. 2.4) ® 44" < 2 MIN. INCHAIIIIIIINAL W P OPOSED NT /P1 / / / a FNGE / J �" 00 '� �'AT UTILITY / LEADER Rqi� a �R /�� POLE ` �'~ '-� 4 FACILITY REQUIREMENT: �0� p I 200 GPD x 0.6 = 120 GPD WF TEST PIT #2 ' ; #5 120 GPD / 0.74 = 163 S.F. REQUIRED Y N _ LISA L 0 S f:. �. TEST BY. _ _- O� h '\� y��. , .. - - __�E• DATE: 8/7/03 GRD. EL. 11.0 WITNESSED BY: SAM WHITE W� t a/ CA GIRD, - / -``X/S OU NO . Ply RI&4 RASi,V --�-- n�c LEACHING FACILITY PROVIDED tt TF , / / _ ®� 1 - IN R IT ELEV. SURFACE SOIL SOIL SOIL '.:' / ,; RESfrR . -~ - s. �•.� ��2.NC�� / USE O 500 GAL. H 20 LEACHING CHAMBER WITH R / 25' S 11.0 DEPTH HORIZON TEXTURE COLOR •,... / \ 1?arn5table P f 3 0 ( L '�Z'NC '`-___ _ ONE ALL AROUND 0"-9" O/A LS 10YR 2/1 / ` . 8-7----5 O , 216 /o ,�ARs SIDES:' 2(13,5+9.83)(2)(,74) = 69 GPD 10.3 LO EXISTING SIGN _4 _ _ '" •' ® / \ CRATED SURP,pICE _ 9„-43" ma B LS 10YR 5/6 LU S __r �'`�'V �"' BOTTOM: 13.5 x 9 83 (.74) 98 GPD `: 7.4 - D (O.K.) TOTAL -- 167 GP PROPOSED 0 f TO `- CJ L/F 1 ,30 43"-111" C MS 2.5Y 6/4 LEACHING �AFi'Sy �..�. . xiT IRS �`• } PROPOSED 1,000 GAL j q/L -fin Wor NOTES 1.8 PUMP CHAMBER SCE \ r �ArPri ( # ®..._-.. / r �83't BOTTOM PROPOSED / \ !. IE ge Of Watland ROPOSED 1.500 GAL /� Prepared For SHELL. PARKING / � � I /^ � WATER OBSERVED ® SEPTIC TANK _ , 1 e C 1. UNLESS OTHERWISE NOTED, ALL CONSTRUCTION METHODS AND P 109" (EL. 1.9) AREA ®� \ e \ .� / / �/ / /�/ i•� E� t6 3'ML ytij s MATERIALS SHALL CONFORM TO TITLE V OF THE STATE WF# / ENVIRONMENTAL CODE AND TOWN OF BARNSTABLE RULES AND �"�� H`etlQ� I o V� // // / •� °•'�,1� � „", REGULATIONS. A tUI I" 2 ALL COVERS TO BE WATERTIGHT. Company a / � I '� � ! V / / / / 1 / �y 3. GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE STRUCTURES IN ORDER TO PROVIDE A ZONE:FLOOD �-�' f / i l I I 1 WATERTIGHT SEAL. � / I / 20 Rascally Rabbit Road A -- 12 yco / �/ 4, ALL SHIPLAP JOINTS IN SEPTIC TANK SHALL BE SEALED WITH Marstons Mills, MA ,� / NEOPRENE GASKETS OR ASPHALT CEMENT TO PROVIDE A 02648 V 15 �,+ WF#1 I j x WATERTIGHT SEAL I x 5. PRECAST CONCRETE SEPTIC TANK, DISTRIBUTION BOX AND LEACHING FACILITY TO WITHSTAND H-20 LOADING. -2 1 x-2 5 a■ I ■ PUMP CH M E x-2 5 6 ALL 4" PIPES IN THE SYSTEM SHALL BE DUCTILE IRON CLASS A. Ma Wilson Associates Inc. 1. EXISTING CONDITIONS SURVEY PROVIDED BY BOTTOM OF CHAMBER EL. = (0.5') / VARIANCE / 150. DOWNCAPE ENGINEERING, INC. HIGH GROUNDWATER EL. = 2.40' ! Scale:1 20' V A RMESTS x-22 7. WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST 508 420-9792 / FAX 420-9795 BUOYANCY FORCE PER FOOT OF DEPTH: 1. SEPTIC TANK TO PROPERTY LINE 4.0' WHERE 10' REQUIRED. AND FINES• 4.83' x 8.5' x 62.4 lbs./cu.ft. = 2,562 lbs/ft SUBCONTRACTED FOR: 2. DEED REFERENCE: DEED BOOK 371 PAGE 269, MAXIMUM DISPLACEMENT = 2.35' 0 10 20 30 40 50 FEET 2. S.A.S. TO COASTAL BANK 13' WHERE 50' TITLE 5, & 100' TOWN REQUIRED. $ AT ALL POINTS OF INTERSECTION OF WATER LINES AND SEWER WETLANDS LAND USE PLANNING MAX. UPLIFT PRESSURE = 2.35 x 2 562 Ibs/ft = 6.021 Ibs. REGISTRY DISTRICT OF BARNSTABLE COUNTY. WEIGHT OF EMPTY PUMP CHAMBER = 8,240 lbs. 3. RESERVE AREA TO COASTAL 'BANK 2 WHERE 50 TITLE 5, & 100 TOWN REQUIIRED, LINES, BOTH PIPES SHALL BE CON- STRUCTED OF CLASS 150 & PERMITTING BALAST REQUIRED = NONE: 8,240 LEIS > 6,021 LBS 4. SEPTIC TANK TO B.V.W 69.9 WHERE 100 REQUIRED (TOWN ONLY) PRESSURE PIPE AND ARE TO BE PRESSURE TESTED TO ASSURE 3. ELEVATIONS ARE BASED ON N.G.V.D. (RM 44) 5. PUMP CHAMBER 96.6' TO B.V.W. WHERE 100' REQUIRED (TOWN ONLY) WATERTIGHTNESS. 9. SEPTIC TANK, DISTRIBUTION BOX, ETC. SHALL BE MANUFACTURED Drawing Title 4. LOCATIONS OF UTILITIES SHOWN HEREON ARE BY ROTONDO OR AN EQUIVALENT MANUFACTURER. APPROXIMATE ONLY AND ARE TO BE VERIFIED IN THE Watertight t ,� c Access Cover To Be O 0( ®" �, o 10. EXCAVATE ALL UNSUITABLE MATERIAL IN LEACHING AREA AND FIELD' Suppled By Pump •04 0\6 1 m I BACKFILL WITH MATERIAL AS DESCRIBED ON PLAN. Manufacturer PROPOSED VENT dgk�° o,o G° A`a 11. HEAVY EQUIPMENT MAY BE ALLOWED TO OPERATE OVER THE 2" PVC Schedule 80 PROPOSED 1,000 GAL V/ LIMITS OF THE SEWAGE DIS- POSAL SYSTEMS DURING THE COURSE loot lop% INVERT T ELEVATIONS PVC Conduit To Slope to Drain Back To t ,_ ► Pro PUMP CHAMBER � OF CON- STRUCTION OF THE SYSTEMS. 5ubsurfa L U Control Panel Pump Chamber o ert Line _, --- ,.. 12. NO FIELD MODIFICATIONS TO THE SEWAGE DISPOSAL SYSTEM i .®... Non Shrink Grout 1 SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE 4" INVERT AT BUILDING 6.07 (2) Lifting (Typical) ENGINEER AND THE LOCAL BOARD OF HEALTH. 5ewage 5.0 4,6 In Chains Weephole w 10' RESERVE Y C 13. THIS SYSTEM SHALL BE INSPECTED AS REQUIRED BY TITLE V. • 4'° INVERT AT 15Q0 GAL. TANK (IN) '"``' (2) 2" Dio Schedule 80 �' , ® PROP®S 14. A CERTIFICATE F COMPLIANCE aF- ` -~_ / aD C TE 0 COM L CE AS REQUIRED BY TITLE V ANDLASP 4�L 4" INVERT AT 1500 GAL. TANK (OUT) 4 75 ALARM 8 Threaded Discharge Pipes '� -S~ La_r O guiLD11VG AN AS-BUILT PLAN OF THE SYSTEM MUST BE OBTAINED BY THE OF ~~S`~~-~ ,' .®- CONTRACTOR UPON COMPLETION OF THE ABOVE WORK, • 4'° INVERT AT 1000 GAL. PUMP CHAMBER (IN) 4.55 „ (2) 2" Galvanized Pipes ��N Mqs �+/ /� P s -'' m7! ! l PUMP ON 4Ilk, I 0�� ROBERTA. 9�y� ProPert ® `? ,�S\"`'"�..•` 15. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL UNIT. 1,000 Gal. Min. DRAKE 66 y Line 4" INVERT AT DIET. BOX 1N 9 62 PUMP OFF 8" Septic Tank o CIVIL y ' PROPOSED 000 ( ) PROPOSED 1,500 GAL � ,9 No.41642�Q � LEACHING �"�„,, �° A® �t SEPTIC TANK 16. ALL UNDERGROUND UTILITIES SHOWN WERE COM- PILED 4" INVERT AT DIST. BOX (OUT) 9,45 O09 1S-T ;Q �' To R T ALE RECORD PLANS AND ARE APPROXIMATE ACCORDING 0 AVAILABLE " �• a�sfe Of �,.�...�.,.v . ONLY. SEE CHAPTER 370, ACTS OF 1963, MASSACHUSETTS Mercur Float Concrete Fillet N'`� 12 '!®/el Edge Of Wet/ond GENERAL LAWS, WE ASSUME NO RESPONSIBILITY FOR DAMAGES INVERTS AT LEACHING FACILITY: '.witches � S8 Q g66' ® ak .� INCURRED AS A RESULT OF UTILITIES OMMITTED OR INACCURATELY 4" INVERT AT BEG. MYERS SRM4 112 HP PUMP OR APPROVED EQUAL S' z�-° <R�Mp <sEA ,/' SHOWN. THE APPROPRIATE PUBLIC ENGINEERING DEPARTMENT LEACHING FACILITY 9.40 Notes: ,®� G ip V Cy�MBF TjC �AN SHALL BE CONTACTED AS WELL AS DIG SAFE (PH. NUMBER j 1.) Purnp To Have Lift Out Guide Rail System I 2.) Fump Shall Be Installed In Accordance With Manufacturers Specifications. �'3, W� R Tp K Tp )' Date Aug. 12, 2003 ELEVATION AT BOTTOM 3.) Exact Location Of Control Panel And Alarm To Be Located Prior Installation. o 6, �> Q�� Drawing NO. I 7.40 Z 17. WATER PROOFING SHALL BE PROVIDED FOR PORTIONS OF TANK/ Design A.H•0./ R.A.D. OF LEACHING FACILITY I PUMP CHAMBER BELOW MAXIMUM GROUND WATER ELEVATION (310 Check A.M.W. P MP H SYST LAYOUT ® TAIL CMR 15.22). GROUND WATER ELEVATION (TIDALLY INFLU) 2•4' SCALE: Drawn J.V.B./ R.A.D. ! NOT TO SCALE 18. VENT PIPE TO BE INSTALLED WITH OPENING TO SOUTH. Job. No. 2.12 Last Rev. /27/08 '0 4 COT S SEPT 7-18-08 i I, WATERTIGHT TE NOTES. Revisi• INLET & OUTLET COVERS TO BE Revisions » 1. CONCRETE 5000 PSI MIN. ' BROUGHT TO 6 OF FINISH GRADE. B� A A - STRENGTH 0 28 DAYS 8/20/03 REVISE DECK, ADD NEW SHRUB 11•-0" 6" » a . _ PROVIDE VENT WITH CHARCOAL NOTE " I 9 MIN: 8 � a 2. STEEL REINFORCEMENT _ 10-0 COVER _ 'O , WITHIN AREA SHOWN, ALL UNSUITABLE MATERIAL (A do B 1 I C vE ASTM A 615, GRADE 60 FILTER AND BUGSCRIEEN M _ HORIZONS) TO BE REMOVED AND REPLACED'WITH SOILGE, DO " I LAYOUT AN LAND APE PLAN CONSISTING OF CLEAN GRANULAR SAND, FREE FROM ORGANIC 24" DIA. MANHOLE COVER 1 0 _ 3. COVER TO STEEL 1" MIN. L 0 D L :-: � .;?. .: 6 FLOW T P F MATTER AND DELETERIOUS SUBSTANCES. MIXTURES AND LAYERS ;;: - .: .., 20 ., � PRECAST 4.8 x8.5 CONCRETE OF DIFFERENT CLASSES OF SOIL SHALL NOT BE USED. THE FILL - B - w xTEJSION :: LEACHING CHAMBER 7p pos Rpad J 9-23-03 ADD COASTAL BANKS, REVISE t HA NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. A ' i SHALL - - » PLAN VIEW DESIGN FOR H-20 WHEEL LOAD SIEVE ANALYSIS, USING A 4 SIEVE, SHALL BE PERFORMEQ •. •i INLET a-1 :; FINISHED GRADE � 0!d / � GRADING, REVISE SEPTIC # :;. •� --:: TEE uoulD DEPTH ._ SHELL DRIVEWAY SYSTEM. SLOPE SURFACE TO DRAIN ON A REPRESENTATIVE SAMPLE OF THE FILL. UP TO 45% 8Y WEIGHT s" MIN: 3/4" TO 1-1/2»STONE r " EL. 12.0 _ / I :: >` _1_ 5" DIA. KNOCKOUT 5" DIA. KNOCKOUT S-0.02 OF THE FILL SAMPLE MAY BE RETAINED ON THE #4 SIEVE. " :.:,: .:.:.:.:.:.:.:.:....:....:.:.:.:...:.:.:.:....:.:.:.:...: (TYP) (TYP) � 11-3-03 ADD INCINOLE7 TO DESIGN ON THE FRACTION OF 1. ANALYSIS AN REVISE LEACHING SIEVE ANALYSES ALSO SHALL BE PERFORMED PRECAST CONCRETE SEPTIC TANK •"BOTTOM ON LEVEL STABLE BASE :rPL - " L S Q E SE L THEFILL SAMPLE PASSING THE 4 SIEVE SUCH ANALYSES MUST �• - 2" 3 z LOCUS # REINFORCED WITH STEEL f` r �; x / . REQUIREMENTS AND LEACHING DEMONSTRATE THAT THE MATERIAL MEETS EACH OF Q FACILITY PROVIDED VIEW • THEFOLLOWING SPECIFICATIONS. ( CROSS SECTIONE r EL. 10.2 PLAN VIEW � A K I L WITH ACCESS i�;,1 mi �' B C F L � 3-16-04 NO ..REVISIONS THIS SHEET 3 INLET AND OUTLET TEES TO BE CAST IRON " 0 COVER o EFFECTIVE % THAT MUST ) -I- 1 -2 EXISTING SOIL NOTES OR SCHEDULE 40 PVC. � MIN. 2" LAYER OF SIEVE SIZE PARTICLE SIZE PASS SIEVE - r 1 SEPTIC TANK TO WITHSTAND H-20 LOADING ES TO BE CENTERED UNDER MANHOLE COVERS. " 8 1/8"-1/2" DOUBLE TEES g 4 4.75 MM 100% � .. �.---4" DISTRIBUTION PIPE � � 3-31-04 RELOCATE BUILDING, REVISE WASHED STONE � �T�4 RAMP, DECK, PIER do FLOOD 50 0.30 MM 10% - 100% _ AND CONCRETE CON = • ZONE - % 2 ALL PIPE CONNECTIONS O � � sQ ,- 100 0.15 MM 0% 20 " 4" �" _ g k � �C®E�� . 1500 a a " " 1� # 200 0.075 MM 0% - 5% STRUCTION TO BE WATERTIGHT. NO. OF GALLONS. '�I I". o � �� 1 _ j _ ) WASHED 1STONDOUBLE Po�iltt i SECTION A A SECTION o C� . [� C� a C� C� [� N I (2.5' OF STONE ALL AROUND) IBLJ110N BOX DETA�,. �N N � � o ter Harbors �, � DISTR � O C� C� O 0 ® � SEPTI„ TANK DETAIL _ DB EL. 7.4 y - A NOT TO SCALE NOT TO SCALE TOP PILING INLET & OUTLET COVERS TOBE BROUGHT TO FINISH GRADE 2 o MINIMUM FINISHED GRADE OVER LEACHING AREA , WITHIN 6" of FINISH GRADE ELEV. 12.0 5=.015 12.0 4" PVC SCH. 40 ° LOCUS MAR ff. 508-362-4541 } - � ::: ..:.. :: FIRST TWO FEET TO UNDISTURBED EXISTING SOIL _ fax 508-3&2-98fJ7 (TYP.) :. : ;............: 10.2 GROUNDWATER ADJUSTED �' BE LAID LEVEL MEDIUM SAND) ) 4 _ To EL. 2. NOT TO SCALE 5.0 4:75 do wn cape o n �' �� 1000 GAL. 9,62 9.45 1500 GAL. H-2o 9.4 Assessors Ma 53 Parcel 9 PUMP CHAMBER SEPTIC TANK 5.0 H-20 :.�.: H-20 _V7 _ CIlIIL. ENGINEERS H 20 B.07 LEACHING CHAMBER i DESIGN ANALYSIS LAND SURVEYORS FOUNDATION 5.0 (PILING) ) PROPOSED LEACHING DETAIL ZTO BE INSTALLED ON A ZTO BE INSTALLED ON A SYSTEM PROFILE E ASSUMED G.w. 2.4 DESIGN FLOW: 939 rnatin st. yarzrtc2tt ,, 4275 LEVEL & STABLE BASE. LEVEL & STABLE BASE. NOT TO SCALE (TIDALLY INFLUENCED) NOT TO SCALE OFFICE 100 S.F. ® 75 GAL/1000 S.F./DAY 5 INDUSTRIAL` EMPLOYEES ® 15 GAL/EMPLOYEE/DAY SUBCONTRACTED FOR: - SURVEY & ENGINEERING TEST PIT #1 BENCHMARK ZONING SUMMARY usA LYONs / TOTAL REQUIRED = 82.5 GPD TEST BY. WATER SHUTOFF . s 7 03 GRID. EL. 9.8 Y: SAM WHITE _ ' ING DISTRICT RF MINIMUM SYSTEM SIZE FOR OFFICE AS PER DATE. 1 L- WITNESSED B ELEV - 16.92 ACTUAL Z•ON U S STE NGVD _ Project Ttie MIN. UPLAND AREA 43,560 S.F. 310 CMR 15.203 (3) = 200 GPD J ELEV. SURFACE SOIL SOIL SOIL / MIN. FRONTAGE 150' DEPTH HORIZON TEXTURE COLOR UPLITy / 9.s POLE / t MIN. FRONT SETBACK 30, SEPTIC TANK REQUIREMENTS: o -8 o/A Ls 10YR 2/1 � ( \ MIN. SIDE SIIDEBACK 15' NO GARBAGE DISPOSAL 9.1 ( - -18 - - 1 \ 8"-39" B LS 10YR 5/6 I - J O� ofµ MIN. REAR SETBACK 15' 1,500 GALLONS (H-20) #26 6.6 I ,»,��/ 5\0 WA TER / T" / GO 9"-s1" C rns 2.5Y s `4 - I/ ME?ER PIT '` , o, FUNCTIONAL ZONING DISTRICT MB-1 2.2 I ►� LEACHING FACILITY REQUIREMENTS: L it t MIN. UPLANID AREA NONE BOTTOM I GTE / ��j ��5 74 GALLONS PER S.F. PER DAY A� ore R[/NE ,�/ o l _ E MIN, FRONTAGE 20 z I /� - 2 �c`10 i 1 sr WATER OBSERVED ® TOP PERC HOLE PERC RATE. W ,\ i Dad 2 �N 21 J OCKq MIN. WIDTH O NOTE: INCINOLET TOILET PROPOSED; / f F� / % p FEN Road 89" (EL. 2.4) 0 44 < 2 < PROPOSED NT P, i o / cE MIN. FRONT SETBACK 10 MIN./INCH J0 LE / h ti'ArE,� / v77uTr 40% REDUCTION ALLOWED IN LEACHING Q,: �ckrN / o [/NE POLE Q MIN. SIDE SIDEBACK 0 / cATc �ooF 0 1 FACILITY REQUIREMENT. RI _�L�^i")Mv LE 0, IN MIN. REAR SETBACK 0 h _ 7 � `5.s AD" (1Yr / WF#s 200 GPD x fJ.6 120 GPD TEST PIT #2 < . . RoP - _ _ _ ) . / ;� P os �:� i a (10 IF ABUTTING RESID. TEST BY: LISA LYONS U I g h / i 1? A o CO o:✓ h I 2 I IN _-__ n/ir o : 120 GPD / 0.74 = 163 S.F. REQUIRED 11.0 SAM WHITE w ,.� WA ./ / , tuft) LC / STOCKADE FENCE / O ys r�, "BATE: 8 7 03 GRD. EL. WITNESSED BY. ;.• Pik -{---- 'ONfX/ O. " nc'iQ c p / i [DIN LEACHING FACILITY PROVIDED SOIL SOIL I . ESER _ o ELEV., SURFACE SOIL y� ^� .. USE 1 500 GAL. N-20 LEACHING CHAMBER .WITH garn5table RE COLOR ( ) DEPTH HORIZON TEXTU j Test nc> 11.0 I _ P 1 o / _ it _ # 1� o _ . __ _ STONE A AROUND _ s _ - S 0 ALL OU/ 25 E O I . _ ` r - - 0 A LS 10YR 2 1 _ O s S N . . _ I "`"" / PIER _ 10.3 lip EXISTING SIG \ / 1wa DOCK = . •..:. � \ SIDES. 2 13.5+9.83 2 .74 69 GPD O 9"-43" B LS 10YR 5/6 . . '•• :. : O � \ / - -. • � �� , ,,.• ; - ', :•.:• , -- � --__' � BOTTOM: 13 5 x 9 83 .74) - 9$ GPD 7.4 W 1 - 'PROPOSED x 9 sh TOTAL = 167 GPD (O.K. "_ " LEACHING Arep /. •""rogf�` . 43 111 C MS 2.5Y 6/4 PROPOSED 1,000,GAL / R /[ F '�•�., ..�v�� I '•,°` 1.8 '- PUMP CHAMBER `c�CE` \: ` -___ /. .: WFfi UM C 8E "��.. POST PROPOSED \ BorroM .-�=- NOTES F PARKING / \ \ 'r"�`.. J .: I / E�f9e Of Wet/and SHELL PARKI ROPOSED 1,500\GAL / / � �� - - AREA / I / r.� 1. UNLESS OTHERWISE NOTED, ALL CONSTRUCTION METHODS Prepared For I WATER OBSERVED � SEPTIC TANK 16 .. '� / "�•�, J , " f AND MATERIALS HA CONFORM TITLE V F THE A 109 (EL. 1.9) - o � / •� rn Mq .• / `,� � LS SHALL CO 0 TO TLE 0 EST STATE ® / i0 ,•i 'rise '`�,,, ENVIRONMENTAL CODE AND TOWN OF BARNSTABLE RULES AND 0 oe h'et/ I o _i / / NI, ,, .• / �p REGULATIONS. Cotuit Oyster I° h 1 ( / / 2. ALL COVERS TO BE WATERTIGHT. Company 3. GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE STRUCTURES IN ORDER TO PROVIDE A E. �o � \ ®_'�"' / � � / , I I / WATERTIGHT.SEAL. FLOOD ZONE: 0 / � / / 3261 Main Street ur% + + Barnstable, MA A - 12 �� I 7 4. ALL SHIPLAP JOINTS IN SEPTIC TANK SHALL BE SEALED o2s3e +�y 1 :' WITH NEOPRENE GASKETS OR ASPHALT CEMENT TO PROVIDE A V - 15 �, - t #1/ X WATERTIGHT SEAL, , X 5. PRECAST CONCRETE SEPTIC TANK, DISTRIBUTION BOX AND Bay LEACHING FACILITY TO WITHSTAND H-20 LOADING. . . NOTES. X 2.5 6 ALL 4" PIPES IN THE SYSTEM SHALL BE DUCTILE IRON A. M. Wilson Associates Inc. SURVEY PROVIDED BY CLASS 150. 1. EXISTING CONDITIONS Scale:1"= 20 VARIANCE REQUESTS X_22 DOWNCAPE ENGINEERING, INC. 508 375 0327 / FAX 375 0329 1. TANK TO PROPERTY LINE 8.3' WHERE 10' REQUIRED. 7. WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, 0 10 20 30 40 50 FEET 2. S.A.S. TO COASTAL BANK 13 WHERE 50 TITLE 5, & 100 TOWN REQUIRED. DUST AND FINES. SUBCONTRACTED FOR: 2. DEED REFERENCE. DEED BOOK 3671 PAGE 269, WETLANDS, LAND USE PLANNING REGISTRY DISTRICT OF BARNSTABLE COUNTY. . 3. TANK TO B.V.W. 76 WHERE 100 REQUIRED (TOWN ONLY) 8 AT ALL POINTS OF INTERSECTION OF WATER LINES AND & PERMITTING 4. PUMP CHAMBER 94' TO B.V.W. WHERE 100' REQUIRED (TOWN ONLY) SEWER LINES, BOTH PIPES SHALL BE CON- STRUCTED OF ' CLASS 150 PRESSURE PIPE AND ARE TO BE PRESSURE TESTED 3. ELEVATIONS ARE BASED ON N.G.V.D. (RM 44} 5. RESERVE AREA TO COASTAL BANK 2 WHERE 50 ..TITLE 5, & 100 TOWN REQUIRED. TO ASSURE WATERTIGHTNESS. Drawing Title 4. LOCATIONS -0F UTILITIES SHOWN HER EON ARE 9. SEPTIC TANK, DISTRIBUTION BOX, ETC. SHALL BE THE A E VERIFIED IN I MANUFACTURED BY ROTONDO OR AN DIVALENT APPROXIMATE ONLY AND ARE TO B Watertight EQUIVALENT g f �� c MANUFACTURER. Access Cover To Be O o / `• ° FIELD. 0 0 � t Supplied ed By p ;p � 0 PROPOSED VENT 5 / Macufacturer 0 h 10. EXCAVATE ALL UNSUITABLE MATERIAL IN LEACHING AREA 0 h \, G o/ AND BACKFILL WITH MATERIAL AS DESCRIBED ON PLAN. 2 PVC Schedule 80 V Slope to Dram Back To t PROPOSED 1,000 GAL `, PVC Conduit To P P CHAMBER INVERT ELEVATIONS ► Pr of PUMP C MBE 11. HEAVY EQUIPMENT MAY BE ALLOWED TO OPERATE OVER �&h5urfa(,71?. Control Panel Pump Chamber o t Line ..,•� __ THE LIMITS OF THE SEWAGE DiS- POSAL SYSTEMS DURING THE • r �3 `V COURSE OF CON- STRUCTION OF THE SYSTEMS. Non Shrink Grout 6.0 2 Lifting (Typical) 5ewg3ge 4 INVERT AT BUILDING O 9 ( YP ) .` o Chains � 12. NO FIELD MODIFICATIONS TO THE SEWAGE DISPOSAL 4.6 Inlet Wee hole 10' RES ``�. " 5.0 P ERVF � c� SYSTEM SHALL BE MADE WITHOUT PRIOR .WRITTEN APPROVAL 4 INVERT AT 1500 GAL. TANK (IN) " w ?y p OF THE ENGINEER AND THE LOCAL BOARD OF HEALTH. (2) 2 Dio Schedule 80 O Qo ROPOS i t_ b _ / o o ED BUI LJ15P 4.75 A ARM $ Threaded Discharge Pipes S- O LDIN 05C7/ 4 INVERT AT 1500 GAL. TANK (OUT) L - �-- G 13. THIS SYSTEM SHALL BE INSPECTED ,AS REQUIRED BY TITLE (2) 2" Galvanized Pipes ;�i V. MP CHAMBER IN PUMP ON 4 \ / 4 INVERT AT 1000 GAL. PUMP ( ) P O ,. O r t. .S 1,000 Gala Min. oPerty Line 14. A CERTIFICATE OF COMPLIANCE AS REQUIRED BY TITLE V ,� k AND AN AS-BUILT PLAN OF THE SYSTEM MUST BE OBTAINED 4" INVERT AT DIST. BOX IN 62 PUMP OFF $ Septic Tan PROPOSED PROPOSED 1,500 GAL q'c �� tio0 '17 ( ) BY THE CONTRACTOR UPON COMPLETION OF THE ABOVE WORK. ARNE H LEACHING -----1 SEPTIC TANK �� \ o ARNE yG � o OJALA �`. �� 4 INVERT AT DIST. BOX (OUT) 9.45 ) roe I o H. ( 63. .�t oosto Of �_...-....-..._._. I CIVIL OJA /2 �..�/Bo Edge Of Wet/and 15.' THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSA No.30792 LA INVERTS AT LEACHING FACILITY: Mercury Float Concrete Fillet S8' 17k o e No.26348 Switches (�F g4 SF UNIT. 4 INVERT AT BEG. MYERS SRM4 1/2 HP PUMP OR APPROVED EQUAL qCy� S Tj i TE CIF Notes: �o N� r �pUMp G Tq / 16. ALL UNDERGROUND UTILITIES SHOWN WERE COM- PILED S 9.40 Nk I LEACHING FACILITY 1. PumpTo Have Lift out Guide Rail System o 6 N Tp ACCORDING TO AVAILABLE RECORD PLANS AN ARE With Manufacturers Specifications. o-o.� y, �Me S D E Date 2.) Pump Shall Be Installed In Accordance P o �, FR T !y APPROXIMATE ONLY.. SEE CHAPTER 370, ACTS OF 1963, '- Aug. 12, 2 DrawingNo. 3.) Exact Location Of Control Panel And Alarm To Be Located Prior Installation. o ELEVATION AT BOTTOM MASSACHUSETTS GENERAL LAWS. WE ASSUME NO - � t'w - Design A.H.O. 7.40 ) RESPONSIBILITY FOR DAMAGES INCURRED A5 A RESULT OF ' OF LEACHING FACILITY A DETAIL \ UTILITIES OMMITTED OR INACCURATELY SHOWN. THE Check A.H.O. PUMP CHAMBER DETAIL SYSTEM LAYOUT ` APPROPRIATE PUBLIC ENGINEERING DEPARTMENT SHALL BE GROUND WATER ELEVATION TIDALLY INFLU) 2.4 ( SCALE: "=20' �• CONTACTED AS WELL AS DIG SAFE PH. NUMBER NOT TO SCALE ` � ( Drawn J.V.B. - - - Job. No. 2.1240.00 1 800 322 4844 Las Rev. 3 31 04 of 5 t e CO OYS SEPT 3-31-04 WATERTIGHT NOTES: INLET & OUTLET COVERS TO BE ReVislons BROUGHT TO 6" OF FINISH GRADE. 1. CONCRETE - 55001) PSI MIN. A- A STRENGTH 0 28 DAYS 8/20/03 REVISE DECK, ADD NEW SHRUB 10,-0* 91 MIN 2. STEEL REINFORCEMENT - PROVIDE VENT WITH CHARCOAL NOTE __1 COVER ffftj - 'WITHIN AREA SHOWN, ALL UNSUITABLE MATERIAL (A & 13 ASTM A-615, GRADE 60 FILTER AND BUGSCREEN HORIZONS) TO BE REMOVED AND REPLACED NTH SOIL 1.. 0. 1 1 y 3 CONSIISTING OF CLEAN GRANULAR SAND, FREE FROM ORGANIC 24" DIA. MANHOLE COVER e" FLOw-TOP ILE(TYP 3. COVER TO STEEL - 1* MIN. DSCAPE PLAN MATTER AND DELETERIOUS SUBSTANCES. MIXTURES AND LAYERS LAYOJT AND LAN OF DIFFERENT CLASSES OF SOIL SHALL NOT BE USED. THE FILL 20" B PRECAST 4,8'x8.5' CONCRETE W/EXTEJSION Road SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. A LEACHING CHAMBER 9-23-03 ADD COASTAL BANKS, REVISE INLET 4, ul to PLM VM DESIGN FOR H-20 WHEEL LOAD Cod Pos GRADING, REV'ISE SEPTIC SIEVE ANALYSIS, USING A #4 SIEVE, SHALL BE PERFORMED TEE -I* LIOUID DEPTH� FINISHED GRADE TO 1-1/2 STONE SHELL DRIVEWAY SYSTEM. EL. 12.0 ON A REPRESENTATIVE SAMPLE OF THE FILL UP TO 45% BY WEIGHT 6* MIN. 3/4 5* DIA. KNOCKOUT 5" DIA. KNOCKOUT SLOPE SURFACE TO DRAIN OF THE FILI SAMPLE MAY BE RETAINED ON THE #4 SIEVE. (TYP (TYP) S=0.02 -3-03 ADD INCINOLET TO DESIGN SIEVE ANALYSES ALSO SHALL BE PERFORMED ON THE FRACTION OF LEACHING THE FILL SAMPLE PASSING THE #4 SIEVF_ SUCH ANALYSES MUST PRECAST CONCRETE SEPTIC TANK L 2 3* ANALYSIS AND REVISE REINFORCED WITH STEEL LOCUS REQUIREMENTS AND LEACHING DEMONSTRATE THAT THE MATERIAL MEETS EACH OF 01 M < THE FOLLOWING SPECIFICATIONS: PLAN VIEW CROSS SECTION MEW , M I FACILITY PROVIDED ACCESS EL. 10.2 + BACKFILL WITH EFFECTIVE % THAT MUST 3) INLET AND OUTLET TEES TO BE CAST IRON COVER 0 OR SCHEDULE 40 PVC, U+ ,�,--MIN. 2" LAYER OF SIEVE SIZE PARTICLE SIZE PASS SIEVE NOTES V-2- EXISTING SOIL DOUBLE 1) SEPTIC TANK TO WITHSTAND H-20 LOADING 4 4.75 MM 100% TEES TO BE CENTERED UNDER MANHOLE COVERS. 6 4 DISTRIBUTION PIPE WASHED STONE 50 0.30 MM 10% - 100% 100 0.15 MM 0% - 20% 2) ALL PIPE CONNECTIONS AND CONCRETE CON- Coro STRUCTION TO BE WATERTIGHT. NO. OF GALLONS: 1500 L2' Hand 200 0.075 MM 0% - 5% 0 3/4"-1 1/2" DOUBLE SECTM)N A-A SECTK)N B-B .1 WASHED STONE 0 04 (2.5' OF STONE ALL AROUND) DISTRIBLITION BOX DETAL C'4 Oyster H"" SEPTIC TANK DETAIL -3 C DB EL. 7.4 NOT TO SCALE NOT TO SCALE TOP PILING INLET OUTLET COVERS TO BE BROUGHT TO iVINISH GRADE 2% MINIMUM FINISHED GRADE OVER LEACHINGAREA off 508-36,1-4541 (TYP.) BE LAID LEVEL UNDISTURBED EXISTING SOIL GROUNDWATER ADJUSTED fax 508-362-9880 (MEDIUM SAND) ELEV. 12.0' S=.015 WITHIN 6" OF FINISH GRADE - - - - - - - - - - - - 4" PVC SCH, 40 FIRST TWO FEET TO LOCUS MAP 10.2 1 TO EL, 2.4 NOT TO SCALE 5.0 4.75 down cape bnglneering, Inc. 1000 GAL. 62 _-9.4_� 1500 GAL, PUMP CHAMBER Assessors Map 53 Parcel 9 TIC TANK , �: -20 H-20 .4 SEP .0 H 6.07 LEACHING CHAMBER CIVIL ENGINEERS FOUNDATION 5,0' LAND SURVEYORS, (PILING) DESIGN ANALYS15 z TEM PROFILE PROEOSED LEACHINQ DETAIL ZTO BE INSTALLED ON A TO BE INSTALLED ON A-/ SYS LEVEL & STABLE BASE. LEVEL & STABLE BASE. ASSUMED G.W DESIGN FLOW: 939 main st. yarmouth, ma 02675 2,4 NOT TO SCALE (TIDALLY INFLUENCED) NOT TO SCALE OFFICE - 100 S.F. @ 75 GAL/1000 S.F./DAY SUBCONTRACT SURVEYING FOR: 5 INDUSTRIAL EMPLOYEES 0 15 GALZEMPLOYEE/DAY TEST PIT #1 BENCHMARK ZONING SUMMARY EXISTING CONDITIONS SURVEY LISA LYONS TEST BY WATER SHUTOFF TOTAL REQUIRED = 82.5 GPD & ENGINEERING DATE: 8/7/03 GRD. EL. 9.8 WITNESSED BY: SAM WHITE ELEV 16.92' ACTUAL ZONING! DISTRICT RF MINIMUM SYSTEM SIZE FOR OFFICE AS PER NGVD Project Title ELEV. SURFACE SOIL SOIL SOIL MIN. UPLAND AREA 43,560 S.F. 310 CMR 15.203 (3) 200 GPD DEPTH HORIZON TEXTURE COLOR UTILITY MIN. FRONTAGE 150 POLE MIN. FRONT, SETBACK 30' SEPTIC TANK REQUIREMENTS: 0"-8" O/A LS IOYR 2/1 MIN. SIDE SIDEBACK 15' NO GARBAGE DISPOSAL 9.1 C-G-. - MIN. REAR SETBACK 15 Ok do� 8. B LS IOYR 5/6 1,500 GALLONS (H-20) 6.6 S #26 WA 7FR 2.2 39"-91" C MS FACILITY REQUIREMENTS: it 2,5Y 6/4 '!!�F�R I/T FU N CTI ON AL ZONING DISTRICT MB-1 I I LEACHING L Me ver BOTTOM 'T� URLITK MIN. UPLAND AREA NONE OLE MIN. FRONTAGE 20' .74 GALLONS PER S.F. PER DAY 10 V\ of WATER OBSERVED 0 ''0 Q5 TOP PEPC HOLE PERC RATE: S70ZA"4,0, MIN. WIDTH NOTE: INCINOLET TOILET PROPOSED; Road 89" (EL. 2.4) BOX 0 44* < 2 P�t)POSED NT 1� I MIN./INCH MIN. FRONT SETBACK 10, of 40% REDUCTION ALLOWED IN LEACHING t EA r7 - CA /RO(�F MIN. SIDE SIDEBACK EXIS T I I FACILITY REQUIREMENT: 0 WRAIN MIN. REAFR SETBACK 0 LEA WrI5 .9 TEST PIT #2 (TYP EOR PC (10' IF ABUTTING RESID.) 200 GPD x 0.6 120 GPD LISA LYONS f;,; V� TEST BY A 'CC 8/7/03 11.0 SAM WHITE 5 rOCKA f FNCE 120 GPD 0.74 163 S.F. REQUIRED _Y,5,�R co DATE: GRD. EL. WITNESSED BY: r 1-1 U t Uit) ELEV. SURFACE SOIL SOIL SOIL LIJ LEACHING FACILITY PROVIDED r HORIZON TEXTURE COLOR V� -_z 11.0 DEPTH - , / rest USE (1) 500 GAL. H-20 LEACHING CHAMBER WITH garn5table > 7�'4 Plt 0"-9" O/A LS 10YR 2/1 0 ON 2.5' STONE ALL AROUND 10.3 EXISTING SIGN-" PIE-PI DOCK SIDES: 2(13.5+9.83)(2)(.74) = 69 GPD ma 10YR 5/6 9'-43" 8 LS 7.4 UJ PROPOSED BOTTOM: 13.5 x 9.83 (.74) = 98 GPD 01 TOTAL = 167 GPD (O.K.) 43"-111" C MS 2.5Y 6/4 LEACHING eel 1.8 PROPOSE & "T El PUMP CHAMBER L I BOTTOM PROPOSED POST ELL PARKING Eq6yge letlond NOTES SH PRCP( AREA 4. 1. UNLESS OTHERWISE NOTED, ALL CONSTRUCTION METHO Prepared For OBSERVED 0 _�SED 1,Mp GAL WATER --$EP-nC TANK 14;�11 DS 109- (EL. 1.9) 0 AND MATERIALS SHALL CONFORM TO TITLE V OF THE STATE Wfl)fz. ENVIRONMENTAL CODE AND TOWN OF BARNSTABLE RULES AND REGULATIONS. 'N Cotuit Oyster 2. ALL COVERS TO BE WATERTIGHT. 3. GROUT TO BE USED AT ALL POINTS W'HERE PIPES ENTER OR Company LEAVE ALL CONCRETE STRUCTURES IN ORDER TO PROVIDE A FLOOD ZONE: WATERTIGHT SEAL 0 It U I t 1 3261 Moin Stref.-t A - 12 4. ALL SHIPLAP JOINTS IN SEPTIC TANK SHALL BE SEALED Barnstable, M4 V - 15 xc� WITH NEOPRENE GASKETS OR ASPHALT CEMENT TO PROVIDE A 02630 X WATERTIGHT SEAL, e, X Bay 5. PRECAST CONCRETE SEPTIC TANK, DISTRIBUTION BOX AND -2,1 X-2_5 LEACHING FACILITY TO WITHSTAND H-20 LOADING. NOTES: X-2.5 A. K Wilson Associates hic. 6 ALL 4" PIPES IN THE SYSTEM SHALL BE DUCTILE IRON 1. EXISTING CONDITIONS SURVEY PROVIDED BY Scale:1"= 20' VARIANCE REQUESTS x-2,2 CLASS 150. DOWNCAPE ENGINEERING, INC. U, 508 375 0327 FAX 375 0329 7. WASHED CRUSHED STONE SHALL BE FREE Or ALL DIRT, 1. TANK TO PROPERTY LINE 8.3' WHERE 10' REQUIRED. OJALA DUST AND FINES. 2. DEED REFERENCE: DEED BOOK 3671 PAGE 269, 0 10 20 30 40 50 FEET 2. S.A.S. TO COASTAL BANK 13' WHERE 50' TITLE 5, & 100' TOWN REQUIRED. Drawing Title CIVIL REGISTRY DISTRICT OF BARNSTABLE COUNTY. 3. TANK TO B.V.W. 76' WHERE 100' REQUIRED (TOWN ONLY) No. 30792 8 AT AH POINTS OF INTERSECTION OF WATER LINES AND 4. PUMP CHAMBER 94' TO B.V.W. WHERE 100' REQUIRED (TOWN ONLY) SEWER LINES, BOTH PIPES SHALL BE CON- STRUCTED OF 3. ELEVATIONS ARE BASED ON N.G.V.D. (RM 44) 5. RESERVE AREA TO COASTAL BANK 2' WHERE 50' TITLE 5, & 100' TOWN REQUIRED. CLASS 150 PRESSURE PIPE AND ARE TO BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS. 4. LOCA171ONS OF UTILITIES SHOWN HEREON ARE HE Water tight 9. SEPTIC TANK, DISTRIBUTION BOX, ETC. SHALL BE APPROXIMATE ONLY AND ARE TO BE VERIFIED IN T1 Access Cover To Be ok 60, MANUFACTURED BY ROTONDO OR AN EQUIVALENT FIELD. Supplied By Pump 6,� MANUFACTURER. Manufacturer PROPOSED VENT t 57 10. EXCAVATE ALL UNSUITABLE MATERIAL IN LEACHING AREA SubS Ul-fd%.0 0 1 AND BACKFILL WITH MATERIAL AS DESCRIBED ON PLAN. 2" PVC Schedule 80 INVERT ELEVATIONS PVC Conduit To 91-1 Slope to Drain Back To PROPOSED 1,000 GAL Q/ Pr PUMP CHAMBER Control Panel Pump Chamber 0 er 11. HEAVY EQUIPMENT MAY BE ALLOWED TO OPERATE OVER < -------- Sewc?ge 0 THE LIMITS OF THE SEWAGE DIS- POSAL SYSTEMS DURING THE 6.07 Non Shrink Grout ir COURSE OF CON- STRUCTION OF THE SYSTEMS. ir 4" INVERT AT BUILDING (2) Lifting (Typical) Chains 12. No FIELD MODIFICATIONS TO THE SEWAGE DISPOSAL LJ15P 4.6 Int t Weephole ir I n, RESEPVC 05471 4" INVERT AT 1500 GAL. TANK (IN) 5.0 � § SYSTEM SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL "��-(2) 2" Dia Schi�clule 80 0 4� OF THE ENGINEER AND THE LOCAL BOARD OF HEALTH. 4" INVERT AT 1500 GAL. TANK (OUT) 4.75 ALARM 8" Threaded Discharge Pipes OPOSE7D S 0 UILDINC De5ign 13, THIS SYSTEM SHALL BE INSPECTED AS REQUIRED BY TITLE 4.60 -(2) 2" Galvanized Pipes V. 4" INVERT AT 1000 GAL. PUMP CHAMBER (IN) PUMP ON 4" 00 r'OPerty L,,, 1,000 Gal. M in. 14. A CERTIFICATE OF COMPLIANCE AS REQUIRED BY TITLE V 4" INVERT AT DIST. BOX (IN) 9.62 PUMP OFF 8" Septic Tank PROPOSED PROPOSED 1,500 GAL AND AN AS-BUILT PLAN OF THE SYSTEM MUST BE OBTAINED LEACHING SEPTIC TANK BY THE CONTRACTOR UPON COMPLETION OF THE ABOVE WORK. 9.45 4" INVERT AT DIST. BOX (OUT) Edge Of Wetlond 15. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL Mercury Float - I I I ..1.�.. "1 1.1..., 71:1 -ft%--%,. INVERTS AT LEACHING FACILITY: Switches Concrete Fillet IS.&64 1\ 17,74- UNIT. 4" INVERT AT BEG. Notes: Z"YER S SRA44 112 HP. PUMP OR APPROVED EQUAL LEACHING FACILITY 9.40 1.) Pump To Have Lift Out Guide Rail System ro 16, ALL UNDERGROUND UTILITIES SHOWN WERE COM- PILED 2.) Pump Shall Be Installed In Accordance With Manufacturers Specifications. ACCORDING TO AVAILABLE RECORD PLANS AND ARE Date Aug. 12, 2003 APPROXIMATE ONLY. SEE CHAPTER 370, ACTS OF 1963, Drawing No. 3.) Exact Location Of Control Panel And Alarm To Be Located Prior Installation. ELEVATION AT BOTTOM 7.40 MASSACHUSETTS GENERAL LAWS. WE ASSUME NO Design A.H.O. OF LEACHING FACILITY RESPONSIBILITY FOR DAMAGES INCURRED AS A RESULT OF PUMP CHAMBER DETAIL 5YSTEM LAYOUT DETAIL, UTILITIES OMMITTED OR INACCURATELY SHOWN. THE Check A.H.O. GROUND WATER ELEVATION (TIDALLY INFLU) 2.4' NOT TO SCALE SCALE:1'=20- APPROPRIATE PUBLIC ENGINEERING DEPARTMENT SHALL BE Drawn J.V.B. 3A CONTACTED AS WELL AS DIG SAFE (PH. NUMBER Job. No. 2.1240.00 1-800-322-4844) Last Rev. 11/3403 of 3 tult Oyster Incinolet A V- THIN ARE 4 Z OR ONS) fCON S nNG C� M R AN 4 Y2 0 NEI *I- X 6. a 5 1/2 WATERTIGHT GHr- I I INLETOUTLET ET`COVERS TO BE 2 2 2 » NO TES: TL 10 . Rev1s ns F l T FINISH A 8 0 H GRADE BROUGHT Q S � P ,N R MIN. 1 CONCRETE TE - 5000 PSI B E N TH O. 8 I STRENGTH 2 DAYS A A I i 0 r RELOCATE TANKGRADE 2 3 3 A 2 ELOG TE &I t1 o s iN a S MIN. P VENT HA - _ E REINFORCEMENT ROVIDE VE WITF+ C RGOAL 1 o• a 2. STEEL R A MATERIAL ARESERVE ARE A UNSUITABLE MA e4e 8 R H 5U BLE TE L WITHIN AREA,SHOWN, ALL U R COVE �c :.:............:...... :......................... :...,......, .... ATM t GRADE 6 FILTER D BUG SCREEN A REPLACED WITH O . . . . . . . . . . S 6 5 G E 0 , , M N R GED wi SOIL ..R( S T B REMOVED D E L HORIZONS) 0 E M l FROM ORGANIC o m N GRANULARSAND,-'fR 0 0 N A G ULA FREE CONSISTING OF SI G CLEAN 4 MANHOLE 0 R 2 DiACOVER I 3. COVER TO'STEE I, R A LAYERS ! W T OF TEF(TYP) .- 0 L Ri TAN MIXTURES L YER A R N S SUBSTANCES.S E D -. M AND DELETERIOUS SU E MATTER e - .. -�- , :. T PR A 4 x N PRECAST 8 8 5 CONCRETE NOT . THE;f] C E E T A HALL 0 BE USED. FILL > OF DIFFERENT CLASSES OF S_ CL -r1 , l , W X tON 8 TES . /E LEACHING .� LE C G . HAM A _ � CHAMBER R :?HAN INCHES,AR 2 pood H N T CONTAIN ANY MATERIAL L GE os S ALL 0 I, p n . N _ a, i tE7,. DE SIGN GN FOR H 0 WH a O 2 EEL LOAD 1 S D F _ . AN PERFORMED ! 4`- A O D ANALYSIS, USING A SIEVE ' SHALL BE ER E SIEVE 5 _T EE III EPTH I U OU D _ I 4 H THE FILL. UP T S9G BY WEIGHT ..REPRESENTATIVE AMR LL 0 A R R TI VE SAMPLE OF E ON E ESE a r s MIN. T > > s ONE RDRAIN 3 0 2 P SURFACE T _ ! 'SLOE U CE 0 l ON 4 S{ ....,...r.. MP MAY RETAINED 0 E EVE :: � - Fl A A BE OF THE FILL SAMPLE . . . . . . , N T. . . . . N IA K _ . . . A K 7 5 D K OC. . . . . . . . . . . . , Di OCKOU OU . . S 02 FRACTION TYP TYP PERFORMED TH CTi QF I -ANA A 5 SHALL BE ON E � '> ..L ? { ) 51 ANALYSES ALSO LL {SI EVE a SE PTIC TANK TT M N YE TAB E BAS PRECAST CONCRETE SE C 0 LE L S L L_ , MUST REC ST CO C E E � BO 0 H ANALYSES US N 4` I U LYSE AMP PASSING THE SIEVE, SUCH THE FILL SAMPLE G � z R WITH STEEL 3 2- LOCUS REINFORCED S � L - I I--' r x , MATERIAL M EACH 0 F`- � I THAT THE L MEETS E DEMONSTRATE E TER a FOLLOWING:THE OLLO G SECTION VIEW , V CROSS SEC 0 E an PLAN VIEW ,L AC CESS A KFl WITH T TIRON B C LL � N AN T T ES 0 BE CAS �OUTLET E _` 3 INLET D OU -F ,E % AT MUST ) » FF . THAT EFFECTIVE VER o NOTES , COVE R- MiN. AVER F 4 PV T 3 EXISTING' SOIL 2 t O 1 OR SCHEDULE 0 C. R PAS S .. PARTICLE SIZE S EYE SIEVE SI ZE CLE 1 SEPTIC TANK T WITHSTAND H 20 LOADING 1 8 -1DOUBLE C 2 - ,- SE 0 R MAN CENTERED UNDER HOLE COVERS) TEES TO BE CE E ED E .. / / 4 , 4.7 M 1Q 8 5 6 4DISTRIBUTION Pi i .. E HSTONE . , 1 } WASHED t ;. v { _0. 0M M 1 OY i Q0� _. rJQ 3 1 I AN R N '�Y Ta. A PIPCONNECTIONS D CONC ETE CO 2 LL E MM OX 20 - f "Cove> 100 < _ a v„ a r-� � u rr r WAT R f T OO 4 �TR N T BE E T GH 5 � .S UCTIO 0 2 �, 9 L 0 S _7 MM `0� 5 0 0 G L ( n _0.0 5 00 0 _ , 2 _ �dJ'r -, 3 4 1 :1 2 DOUBLE , BL �. y, - -J ....1 P t � ol�t W N SECTION A a r I � WASHED STONE SEG SECTION B B 0 a N 1 V. 3 OF T A AROUND)S ONE LL N r tV i t'd X DETA�.. CO r�His DISTRiBUT O BO n r� o � T TANK DETAIL o 0 0 P C D E L ._SE _ . r r / BAFFLE ., NOT T A DB5W B _ .� 0 0 SCALE rSCALE NOT"T �O I r i off. 508-352-4541 I -�- fr R EXISTING UNDISTURBED X NG i - E 5 SOIL LOCUS MAP _ 50 -3B2-9 4 .� 8 880 -I (MEDIUMSAND) GROUNDWATER 2. BASED N OBSERVATION S D 0 OBSE 0 NOT'T 0 SCALE down 8 n en rin n do cape +e e�e inc. Assessors rParcel ssesso s Ma 53 9 P CIVIL 'E IN • NG EERS LAND SURVEYORS DESIGN ANALYSIS OR L S PROPOSED LEACHING DETAIL 939 main st. armo h ma. 02675 DESIGN F y . NOT TO SCALE LOW. OFFICE 10S.F. 7 A 1 F AY 0 S, t� 5 G L/ 000 S D SUBCONTRACT SURVEYING FOR: _I I H R � G FINISH FLOOR LO ;, IN DUSTRIAL NDUSTRiA MP 1GAL/EMPLOYEE/DAY L E LOYEES c� 5 TEST PIT 1 ELEV. 1 6.0 Xi T1CONDITIONS E S NG UR Y A N ZONING SUMMARY SU RVEY TEST Y. L IS LYO S ES B TOTAL REQUIRED T L EQU ED 82.5 GPD • M WHITE & ENGINEERING -:8 03 9,8 SA WH E GRD. E .L WITNESSED BY. � ESSED DATE: TU ZONING DISTRICT R ACTUAL Z G D TR F MINIMUM Y F R U SYSTEM 'SIZE R OFFICE AS PER %' MINIMUM FINISHED R i 0 INLET OUTLET R T BROUGHT T 2 o S ED GRADE OVER LEACHING AREA & OU LE COVES 0 BE B OUG 0 FINISH GRADE E ' Project !WITH F FINISH RA r0 Ct Tile IN 6 0 N H GRADE MIN. UPLAND AREA '43 560 S.F. � 1 31 M '1 10- 0 C R 5.203 00 'GPD l .9s 3 2 I SOIL { 01 SO L L V. SURFACESOIL ELE 4 H 4 MIN. FRONTAGE 150 DEPTH HORIZON TEXTURE COLOR PVC SC 0 9.8 DE HO Z FIRST TT P RS 0 FEE 0 , T . .Y . _ 0 23 ' 0 IN. 'FRONT SETBACK 3 BE LAID LEVEL M TBAC L - P N SEPTIC TANK R UIR M NTS.E E E 0 -$ O A LS' 10YR 2 1 0 / MIN. SIDE ID BAC K 15 S E 10.0 _ : N GARBAGE DISPOSAL 1 .� 0 G B E D SPOS L 9. 9 9.6 7 9,4_ 1 00 GAL. _ 5 15 H 0 MIN. REAR NO 10. 2 5 SEPTIC TANK 7. 4 - _ S E C AN GALLONS H_ 500 G LLO S 0 LS 1 R 10.0 . 2 8 39 B OY 5 6 t ) H 20 I �_ H 0 2 I , 6.6 LEACHING CHAMBERS #26 ^_ 0 w M 4 5 1 S Y 39 9 C 2 5 6 ., FUNCTIONAL ZONING DISTRICT. MB 1 2.2 FOUNDATION C� . L�t tl o v N TA N A � � �� BE I S LLED 0PI IN \-TOA H1 A LcL C NGFCILIY RMNT . E T RE U S E S{ ) 2.4 Q ra 0 MIN. UPLAND R ,NONE GROUNDWATER R N LA D AREA BOTTOM G E 0 BO ABASE.VE & ST BLE LE L ON OB ERVAnON - (BASED S M1N, FRONTAGE 20 G 74 N; PPER Y GALLONS PER S.F..F, E OA P R RATE: 0 S PE RC E ` WATER OBSERVED ® SYSTEM PROFILE S TOP C HOLE Road o PER LE MIN. 1M D TM 0 FOR P 7S.F. REQUIRED 0 200 G D 2 1 S E U ED 9 EL. 2.4) a 2 4 t m a N T :T A 0 0 5C LE Mlle. N H MIN FRO(�VT I SET A K 10 I c B C IN SIDE SIDEBACK 0 M E AFC of MIN. RE SETBACK TES T PIT 2 BENCH MARK 10 IF ABUTTING RESID. A HINFACILITY VI LE C G PROVIDED N { R DED TES T BY. L!SA LYO 5 .1 R SHU TOFF H T F WATER S U 0 USE 3 50 GA N- 0 LEACHING CHAMBERS WITH 8 0 11.0 AM WHITE 0 L 2 LEAC G C BE S 3 S GR EL. � )D �� WITNESSED BY: DATE. E (Cotuft) V �, 1 ELE 6 92 I STONE A AROUND N G VD S 0 E ALL OU D ! f SOIL V. SURFACE SOIL SOIL E LE A Il ._ S.F.OTTOM 5 x 6 = 150 2 ST 1 R COL OR 8,cvnstable `11.0 DE PTH H HORIZON TEXTURE C 1 T r U7JL/ Y POLE- _ I SIDES 25 2x2 -� 6x2x 24 S.F. A LS l � 2 0 9 0 10YR 2 1 14.3 C_GIII TOTAL = 274" .F. 8 -- - - S 202.76 GFD ma ON_ ( r_ 1 t 0 _ � o S r 1 0 9 43 B 0 N E / Q 6 �E 7.4 r- 9 U n r , t o g � II 1. �.. E /s S _ Fc, NOTES,- 5 S l "UB a , 0 F W TER 0 ,. G M - , /J S Y 6 4 i 4 111 C 2.5 3 / R P/T/ ME?E 1 N- i L SS OTHERWISE N UNLESS 0 R S O A CONSTRUCTION M rV f ; E E NOTED, LL COS UCT14N METHOD S 1.8 i AND MATERIALS HA N TE LS SHALL CONFORM TO TITLE V OF THE TA I / i TL E ST ATE ,� / �' T M - 80TT0 � ENVIRONMENTALAN T WN CODE D F ARN 1' �iO 0 @ SABLE RULES AN i , G :4 ` l UT/L/�YD R �.. OLEREGULATIONS,e L ' . � t c n N E � `�, I ,_ o � re ZP ared or D F WA OBSERVED ® S TER OB E a r r I � - a E �m o K a / 0 A./'' / D 1 � £ 1109 EL: 1.9 ,- � F o ALL COVER TO WATERTIGHT.2 S @E R GHT P TE . o F � N I I i y I / q l � /...-. 1.i _ L N f 3. GROUT TO U AT A POINTS WH P P r BE ED L ER I N R _ V S LE ES ENTER 0 , Cot it Oyster I � u 0 se A_ A R N_ LEAVE ALL CONCRETE ETE:.STRUCTURE ! ORDER T PROVIDE _ qN S O D R A ,�< 5 E 0 0 DE j 1 /r # / vJ "�--.� , r- �-- WATERTIGHT SEAL._ G SE P L i R ; W • _ 0 _P ✓ 0 c f `f v / Cm n-� O � Al_ .t N _ /ST OCKADE K F_ _ S OC DE NCE T '•�T'`7 4r E I W ' / 4, i A PAP JOINTS 1 P O L SH JO N Tl TANK. HA A L L TS SE C SHALL BE SEALED I i L _PRG�P T O I _ E CO f � WITH PR P►� THNO N GASKETS R HA M/ NEOPRENE E G S S 0 ASPHALT N PROVIDE A .05� S E CEMENT T T O O_ 5 PP t lP _ E 0 E EXISTING N SU OR iL1E5 _ n EX S N G G _ rV r� ''�. ti d - fl3 B_ � U Pi t 2 / I _ f � O WA 1 a. WATERTIGHT,/ TE GH SEAL _ <v f C f � ,7 ••. .a' 1 326 a .r W S eet 1 , , I _ �r � 7 r "7 "� 4 1 rn t R 1 Ba s ab e IAA E 1_ S 5. PRECAST NSEPTIC ..-- r . Test Q' �; CONCRETE TANK X AN @0 D R i_ VE . -► 02630 0 A 'i' __ r l P S t FACILITY 7 _ A IN_ ` LE LEACHING T 'WITHSTAND N_ 0 STA H LOADING. J _ a 20 o c. S f r r 0 w .. Q A / S!� _ .. , \ _8 4 PIPES i ALL 5 IN H A ../ E E SYSTEM DUCTILE R S E D C IRON LL @ LE 0 I DO . _ A 1_ CLASS 50. I y f M W PROP P �_ 7. WAH R WASHED H T FDIRT,O `"`�-s. E C US D 5 ON N FR S ,.I _ E E S ALL BE EE 0 ALL R �. E r Al ,..IJ N t I N �, A. M. 'iN�son Associates c TA s o0 13s_ 4 US N FIN I W - t�t� D D ES. A � LL / f A i : _ 3 ... BATA POINTS OF 1 ALL Oi TS O INTERSECTION OF WA LINES AN _ TER L E 0 _ P POST .. 5J8 87 327 FAX ? PROPOSED P n 54 0329 i d _J j We a E e 0 t R IN P SEWER LINES, BOTH PI SHALL >�9 S @ E5 S LL BE CON STRUCTE F PARKING _J � , ` � 0 0 AR I ��P A HE . S LL R ti �, �'R CLASS 150 PRESSURE PIPE A R/ E E E AND ARE TO BE PRESSURE S H SS E TESTED i AREA CE �. 1 r D awln Title A to T R WATERTIGHTNESS. O /r 0 ASSURE ATE TIGHTNESS. I 0 0 i f A F Jc , R i k 0 .S I f I 2 i l S # l s SEPTIC a,r SEP C TANK, XSHALL o W i @0 T e 0 a EC @ E .� r t / O rt i t r* F MANU ACTURE BY RO7 N R A D Q a0 O N EQUIVALENT e a I , r «. a � f / t o MANUFACTURER. e r r 0 1r f • t , / r ] EXCAVATE A 0 E C TE ALL UNSUITABLE MATERIAL c> / T BLE IN LEACHING AREA Y I r LE C E _ AN BACK FILL FI 0 6 C LL WITH MATERIAL A ( N' TE 5 DESCRIBED PAN, c , O L l : r' G r 1 r:..�.. I 11, / HEAVY. EQUIPMENT MAY EO E 0 @E ALLOWED TO OPERATE OV ER is t I 1 J THE MI _ o, E LIMITS OF THE WA I P A M ESE GE D S OS L SYSTEMS DURING TH l Q � t D G E I ( l COURSE OF - N E CON TRU T10 TH I y I S C OF E SYSTEMS. i X 1 N fl I - 2 0 FIELD MODIFICATIONS T THE P 0 q E SEWAGE DISPOSAL_ GE 5 L 7, I SYSTEM SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL X TE A OVAL - Bay OF THE AND 7H A AR F H E LOCAL BOARD 0 HEALTH. I EL _ . { FLOOD D - ZON E: LO 13, THIS SYSTEM SHALLB INSPECTED E S ECTED AS REQUIRED Y X EQ ED @ TIT LECompAan ' A . 12 V. , e V 15 2,2 14. A CERTIFICATE F COMPLIANCE CATE 0 CO AN AS REQUIRED L CE EQU ED BY T1 V I , TITLE Mus I AND AN AS-BUILT PLAN (�'' SYSTEM MUST T I THE TE US @E OBTAINED I Y THE CONTRACTOR @ E 0 T R C C UPON COMPLETION 0 0 COM LE N F THE A �I 0 0 E ROVE. WORK. NOTES. Scale.1 20 I 15. TH IS SYSTEM IS NOT S DESIGNED FOR A GARBAGE DISPOSAL i BY UNIT. PROVIDED I -1. EXISTING CONDIT IONS SURVEY 0 10 20 30 40 b0 FEET P NC, DOWNCA E ENGINEERING, 16. AL UNDERGROUND L U DE GROUND UTILITIES L ES SHOWN WERE OM PIL ED LED ACCORDING AVAILABLE D G TO RECORDPLANS L N AN ARE S D E 7 PAGE 269 DEED BOOK 36 1 REFERENCE: AP DEED REFE APPROXIMATE N 2 TE ONLY, S CHAP 7 SEE TER 3 O ACTS OF 1963, M A5SACHUS TT E S GENERAL A ER L A LAWS. WE ASSUME NO : E R ALE_COUNTY. IC OF BA NST B REGISTRY DISTR T H M I S ,, _RESPONSIBILITY q FQR OAMA R GES INCURRED AS A RESULT sE ESUL OF - N F I Z L S s �A UTILITIES MMt 0 D OR INACCURATELY TTESHOWN. TH qE N N .V.D. ` RM 44 c R ASED 0 N.G.V.D. o �A E B RN 3. ELEVATIONSA � II C ) � / _ ti APPROPRIATE Date � ot Dec 9`P BL C N 2003 AU ENGINEERING RiN DEPARTMENT RNE HE G D ENT SHALL , H s E LL @E Drawtn No. o O JALA CONTACTED A 9 CTEO 5 WE AS ( SAFE P WELL DIG S E H. NUMBER o OJALADe sign nA.M.W. ITI S SHOWN HEREO N ARE D AM N OF UT1L E H I 4. LOCATIONS CIVIL. 1 OO 3 4 44 263d 8 22 8 o. 8 VERIFIED IN THE N �. ' T BE VER ED 7 AND ARE 0 No.ONLY A s� a2 APPROXIMATE h k i P Check S 4 O O F O <v E R S 5 FIELD. G �. r e- c Drown .� D a nJ.V.B.I q o r J N � r E , I U, V I s F J .1 4 I � Job. N a. 2 2 0 00 I Z 12 3 1 Rev. 2 03.Las f t e o r rile V Comptionce I - I I EXHIBIT C y�'ttti:tp�y , Town of Barnstable ' • DAMN AAL£. 6' Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. 1 FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. Ms. Arlene Wilson February 26, 2004 A.M. Wilson Associates, Inc. ' 20 Rascally Rabbit Road Unit 3 Marstons Mills, MA ' RE 26'Little River Road,'Cotuit"' MA. - A 053-005- I ' Dear Ms. Wilson, You are granted conditional variances on behalf of your client, Cotuit Oyster Company Inc., to install and utilize an incinolet toilet and a greywater disposal system at 26 Little River Road, Cotuit. The variances granted are as follows: ' 310 CMR 15.211(1): The septic tank will be located eight feet away from the property line, in lieu of the ten (10) feet minimum separation distance required. 310 CMR 15.211(3): The soil absorption system will be located 13 feet away from a coastal bank, in lieu of the fifty feet minimum separation ' distance required per the State Environmental Code, Title 5. 310 CMR 15.211(3): The reserve area for the soil absorption system will be ' located two (2) feet away from a coastal bank, in lieu of the fifty feet minimum separation distance required per the State Environmental Code, Title 5. PART VIII, SECTION 1.00: The soil absorption system will be located 13 feet away from a coastal bank, in lieu of the one-hundred (100) feet minimum separation distance required per the Board of Health Regulation. ' PART Vlll, SECTION 1.00: The reserve area for the soil absorption system will be located two (2) feet away from a coastal bank, in lieu of the one- Q:W i lsonArl eneCotu itOyster ' 1 ; hundred (100) feet minimum separation distance required per the Board of Health Regulation. PART VIII, SECTION 1.00: The septic tank will be located 76 feet away from a bordering vegetated wetland, in lieu of the one-hundred (100) feet minimum separation distance required per the Board of Health Regulation. PART VIII, SECTION 1.00: The pump chamber will be located 94 feet away from a bordering vegetated wetland, in lieu of the one-hundred (100) feet minimum separation distance required per the Board of Health Regulation. These variances are granted with the following conditions: (1) The applicant must obtain variance approval(s) from the MA DEP prior to ' obtaining a disposal works construction permit. - (2) The applicant shall record a properly worded deed restriction, signed by ' the owner of the property, at the Barnstable County Registry of Deeds restricting the property to non-residential use. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a ' disposal works construction permit. (3) The incinolet toilet shall be installed in strict accordance with the State ' Plumbing Code. (4) The greywater disposal system shall be installed in strict accordance with ' the submitted plans dated August 12, 2003, which are signed by Arne Ojala P.E. dated November 4, 2003. ' (5) 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 August 12, 2003, which are signed by Arne Ojala P.E. dated November.4,.2003. ' These variances are granted because the physical constraints .at the site severely restrict the location of the greywater disposal system due to the close proxi&itof coa al bank and a bordering vegetated wetland. = Sincr , Wayne i ler, M.D. I ' ' Q:WilsonArleneCotuitOyster EXHIBIT D ABUTTERS LIST COTUIT-OYSTER Septic Variance Request ' MAP LOT OWNERS NAME AND ADDRESS 53 3 Arthur Perry, Jr. ' Judy Kozlowski 5310 Portsmouth Road Bethesda, MD 20816 8 Arthur. Perry Judith Kozlowski ' (same as above) 10 Janet Haseck P.O, Box 171 - Royal Oak, MD 21662 s ® + � s r N O ® Er ° r u °• ° rl G C) 3 F Ir i i '•� ::sit . tt - Er e $Postage %> Q Q' g Postage $ J � Certified Fee r=Q � Certified Fee aPostmarK Return Reciept Fee O P 0 Return Reciept Fee / He � (Endorsement Required) q (Endorsement Required) ( 7 Restricted Delivery Fee M Restricted Delivery Fee : Y' (Endorsement Required) n. p (Endorsement Required) �[ AA Lrl U Total Postage&Fees �� G'/�U Total Postage&Fees Sent To — m0 Sent To --------------------------- n C/ ✓, {I - -- fti Street,Ap. 1._. uzr� i f` Street,Apt. or PO Box -------- -------- or City,State, 4 -- - -- - ---•--- -• ---y---- //•� �/) -• _. Cit State, P+ � rl� /_/. A.M. WILSON ASSOCIATES, INC. From: Town of Barnstable Assessors ' 3261 Main Street P.O. Box 486 Map 53 Barnstable, MA 02630-0486 (508) 375-0327 Fax (508) 375-0329 K5 TOWN OF BARNSTABI- ASSESSOR.'" tl 11 D F •eg4C ' 1.29AG �50�.G �a.seib° N I i.. i �crrr ww� 16 " 8 .- ®zl� ur_ 2AC a d -4-1 IM I .47Ar N @.\/ G y 3 7 3SaC 14 .re.c 9 F 1.46 S Y , J : 10 ✓ LOCUS 1 U •33sC n .. c > r ® O1 It\ ":o+n t't 3 � e 1 l IL 1 11 l 1 T I I 1 4lu --� 1.04 vat ��7p1►c-� \ 1 0 1 t • 30 4L (j �TOTPL. \ 1 3+44u 0 z av I.s U"AND SL -sir 1.91 T,Ya. 1. o Z» .oG i COTUIT OYSTER CO. , INC. EXHIBIT E ' PROJECT DESCRIPTION Cotuit Oyster Company, Inc. is an aquaculture business of longstanding operating in the Village of Cotuit(Barnstable), Massachusetts. The Company farms±33 acres of shellfish grants. The Company owns land at 26 Little River Road, Cotuit. Until the summer of 2002, they also leased an abutting parcel of land at 28 Little River Road. The leased parcel was the site of their work ' building which included sanitary facilities and access to their pier. In the summer of 2002, their landlord terminated their lease and sold the property to others. The ' Company is seeking necessary permits to allow consolidation of their upland facilities, including construction of a new work building which will include refrigeration space and sanitary facilities and a new pier onto 26 Little River Road, the only land owned by the Company. ' The proposed work building will be constructed on piles. The space under the building, f3' at the west end and t5' at the east end will be open. Three variances are sought from Title 5: ' 310 CMR 15.211(1) The septic tank will be located 8' away from the south property line in lieu of the 10' required; ' 310 CMR 15.211(3) The primary SAS will be located 13' landward of the Top of the Coastal Bank rather than the 50' required; ' 310 CMR 15.211(3) The reserve SAS will be located T landward of the Top of Coastal Bank rather than the 50'required. The requested side yard variance of 2' still allows adequate space for tank maintenance/replacement. There is only 16' of space available between the building line and the property line due to the vary narrow(35') lot geometry. The building has.been pushed as far to the north side of the lot as possible; so far that zoning relief is required. The building is to be constructed on piles with open space underneath. This support system does not meet the definition of a "foundation" under Title 5 and therefore no setback' variance is required from the building line. The fact that there is open space beneath the building and between the piles provides sufficient work space for maintenance/replacement of the tank. I The Wetlands Division of DEP has confirmed the location of the Coastal Bank at the site ' (Exhibit H). Although the slope meets the technical policy definition, for a Coastal Bank, being steeper than 1:10, its slope, at 1:7, is quite flat and it is non-eroding. The toe of the slope is t110' landward of the nearby salt marsh and±127' landward of MHW. The issuance of the SOC also constitutes a ruling by the Division of Wetlands and Waterways that the project will not be detrimental to the bank and that it meets the prevention of pollution standard required by MGL Ch. 131 sec. 40 and 310 CMR 10, even though the SAS is closer to the Bank Top than provided ' for in Title 5. The purpose of the setback from coastal banks in Title 5 is to ensure that Coastal Bank erosion will not cause the system to become uncovered and unstable. In this case, where the bank is not subject to erosion and is much flatter than the natural angle of repose for the sediments which constitute it (1:7 vs. 1:3), the reason for a substantial setback does not exist. Further, the SAS has been set as far landward on the lot as possible without necessitating another property line setback. The SAS is actually landward of the FEMA established 100 yr. floodplain for the site, as well. With no other location for the system on the lot which is further from the definitional bank, a denial of the Variance request would mean that no building could be constructed here. The ' applicant has owned this site for 20 years. As noted previously, until recently the Company leased the abutting site and utilized a building on that property, operating the two parcels of land together. The loss of their lease has forced them to consolidate operations onto the subject ' parcel. Without a septic system, they would not be able to utilize the site either for the business operations of the Company which require a building with refrigerator and plumbing or for residential purposes. The site is zoned residentially. The aquaculture business is legally pre- existing, nonconforming as well as being zoning exempt as an agricultural operation. The lack of a septic system would deprive the applicant of substantially all beneficial use of the property, and would significantly and adversely impact their ability to continue the business as a ' financially viable entity. We would note that this lot is immediately adjacent to one of the Company's grants and provides the access point for boats, floats, FLUPSY's and other equipment used in their aquaculture business. Acquisition of other waterfront property in the area is ' financially impossible. The adjacent lot whereon their former work building was situated sold in 2002 for$667,200. This is a lot of t8,276 s.£. The cost associated with buying a lot in this area with more land area and better geometry at these prices is prohibitive for an aquaculture ' operation. For all these reasons we believe that denial of necessary variances would constitute manifest injustice under 310 CMR 15.410(1)(a) and would deprive the applicant of substantially all beneficial use of the subject property as outlined in 310 CMR 15.410(2). We cite both of tthese sections since we believe it would be possible to view the project as a relocation of the existing facility from the leased lot to the owned lot. (The Board of Health has notified the new owner of the formerly leased property that the system on that site is insufficient for the zoning ' allowed residential use. This view of the r p oject would be in the alternative to a classification as new construction. We believe we meet the test in either alternative. ' Finally, by way of providin g the same degree of environmental protection as would a fully compliant system, the applicant proposes to employ an incinerating toilet (by Incinolet) within ' the facility. This waterless system reduces significantly both pollutant loading and the total volume of wastewater to be disposed of. The SAS has been designed as a greywater system. We believe this meets the requirements of 310 CRM 15401(1)(b). You will note that we have included two versions of the septic system design sheet under Exhibit ' A. The earlier plan is the one approved by the Board of Health and cited in its variance approval letter. The more current plan has relocated the building 10' closer to the street. This plan is under review by the ZBA. Although the building ahs moved, no changes have been made nor ' are required to be made to the septic system design. This more current plan has also been reviewed and approved by the Board of Health at their 4/20/04 meeting. Exhibit B is the "Title 5 Compliance Plan" provided to show that should the innovative system need to be abandoned, a system in full compliance with Title 5 could be constructed on the lot. ' 404AW33/csp I , i �AR-09-2004 07 :42 AM DOWN CAPE EN.GINEERI_NG 506 S62 9880 P. 01 EXHIBIT F COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS ' DEPARTMENT OF ENVIRONMENTAL PROTECTION SOUTHEAST REGIONAL OFFICE 20 RIVERSIDE DRIVE, LAKEVILLE, MA'02847 608-946.2700 ' MITT ROMNEY ElLEN ROY HERZFELDER Governor . Secretary KERHY HEALEY ROBBRT W. GOLLrnOE,Jr. Lieutenant Governor Commimaioner 1 ' February 27, 2004 Ms. Sarah Ojala RE: TF..CIINICAL ASSISTANCE—310 CMR ' Down Cape Engineering 15.1000, "Title 5", Setback to Coastal Bank 939 Main Street—Route 6A Yarmouth fort, Massachusetts 02675 Dear Ms Oj ala: ' The Department of Environmental Protection is in receipt of your letter requesting an interpretation of 310 CMR 15.211(1) and 15.211(3). Your question requires clarification on the point of measurement for the setback to a.coastal bank. In the plan accompanying your letter ' (Title 5 Compliance Illustration for the Cotuit Oyster Company, dated 12/23/03) you depict a septic tank and a soil absorption system (SAS) located in a Flood Hazard A Zone seaward of both the toe of the coastal bank and the top of the coastal-bank. The septic tank and SAS are located 25 feet and 50 feet, respectively, from the top of coastal bank. While septic tanks and SAS setbacks are normally measured landward of the top of coastal bank, this appears to be-a unique situation. After consultation with staff from the Department's Division of Wetlands and ' Waterways, the Department has determined the location of the septic tank and SAS meets the performance standards of the Wetlands Regulation (310 CMR 1.0.00) and Tiile 5 (310 CMR 15,000). If you have an questions, lease contact me at 50$ 946.2753. Y Yq ,p ( ) Very truly yo, s, � Brian A. Dudley, Bureau of Resource Pr etion ' PAbdudleyVechnical assistanci ckotuit bay oyster.doc This Inlormatin-4 available In allernetc rormat.(,all Debra Uuberty,AUA Coordinator at 61749Z S50.TDD Service.I-800.298.7207. DEP on the world Wlde Web: hitp:/lwww.maas.pov/dap O Printed on Recycled Paper M-IIBIT G Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: 9 WPA Form 5 - Order of Conditions SE3-4095 �p i61q a�0� Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP rFo� ' and Town of Barnstable Ordinances Article XXVII A. General Information ' Important: When filling From: le, out forms on Barnstable a ' the computer, Conservation Commission use only the tab key to This issuance if for(check one): move your cursor- do ® Order of Conditions not use the return key. Amended Order of Conditions To: Applicant: Property Owner(if different from applicant): Cotuit Oyster Co., Inc. ranm Name Name i P.O. Box 212 Mailing Address Mailing Address Marstons Mills MA 02648 City/Town State Zip Code City/Town State Zip Code 1. Project Location: ' 26 Little River Road, . Cotuit Street Address City/Town 053 009 Assessors Map/Plat Number Parcel/lot Number 2. Property recorded at the Registry of Deeds for: Barnstable 3671 269 ' County Book Page Certificate(if registered land) ' 3. Dates: February 13, 2003 May 27, 2003 JUN 2 .3 QQ� Date Notice of Intent Filed Date Public Hearing Closed Date of Issuance ' 4. Final Approved Plans and Other Documents (attach additional plan references as needed): Revised Site Plan' Title June 13, 2003 Date Title Date Title Date 5. Final'Plans and Documents Signed and Stamped by: ' Arne Oiala, PE Name 6. Total Fee: $250.00 (from Appendix B:Wetland Fee Transmittal Form) ' Wpaform5.doc•rev.6/19/03 Page 1 017 ' Massachusetts Department of Environmental p Protection DEP File Number: Bureau of Resource Protection - Wetlands 9 $ WPA Form 5 - Order of Conditions SPEo34095 cb 16Jq. �� Provided by DEP '°�ofurf, Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 ' and Town of Barnstable Ordinances Article XXVII B. Findings ' Findings pursuant to the Massachusetts Wetlands Protection Act: Following the review of the above-referenced Notice of Intent and based on the information provided in this application and presented at the public hearing, this Commission finds that the areas in which work is proposed is significant to the following interests of the Wetlands Protection Act. Check all that apply: ❑ Public Water Supply ® Land Containing Shellfish ® Prevention of Pollution ' ' ❑ Private Water Supply ® Fisheries ® Protection of Wildlife Habitat ' ❑ Groundwater Supply ® Storm Damage Prevention ® Flood Control Furthermore,this Commission hereby finds the project,as proposed, is: (check one of the following boxes) tApproved subject to: ® the following conditions which are necessary, in accordance with the performance standards set forth ' in the wetlands regulations, to protect those interests checked above. This Commission orders that all work shall be performed in accordance with the Notice of Intent referenced above, the following General Conditions, and any other special conditions attached to this Order. To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent,these conditions shall control. Denied because: ' ❑ the proposed work cannot be conditioned to meet the performance standards set forth in the wetland regulations to protect those interests checked above.Therefore,work on this project may not go forward unless and until a new Notice of Intent is submitted which provides measures which are adequate to protect these interests, and a final Order of Conditions is issued. ❑ the information submitted by the applicant is not sufficient to describe the site, the work, or the effect of the work on the interests identified in the Wetlands Protection Act. Therefore, work on this project ' may not go forward unless and until a revised Notice of Intent is submitted which provides sufficient information and includes measures which are adequate to protect the Act's interests, and a final Order of Conditions is issued. A description of the specific information which is lacking and why it is ' necessary is attached to this Order as per 310 CMR 10.05(6)(c). General Conditions (only applicable to approved projects) ' 1. Failure to comply with all conditions stated herein, and with all related statutes and other regulatory 9 Y measures, shall be deemed cause to revoke or modify this Order. 2. The Order does not grant any property rights or any exclusive privileges; it does not authorize any injury to private property or invasion of private rights. 3. This Order does not relieve the permittee or any other person of the necessity of complying with all 1 other applicable federal sta te, or local statutes, utes, ordinances bylaws, or regulations. y ' Wpaform5.doc•rev.6/19/03 Page 2 of 7 „ Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File number. WPA Form 5 - Order of Conditions SE3-4095 v Mass. Provided by DEP 1639,a Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 '°1FD MAy ' and Town of Barnstable Ordinances Article XXVII B. Findings (cont.) 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following apply: a. the work is a maintenance dredging project as provided for in the Act; or b. the time for completion has been extended to a specified date more than three years, but less than five years, from the date of issuance. If this Order is intended to be valid for more than three years, the extension date and the special circumstances warranting the extended time period are set forth as a special condition in this Order. ' 5. This Order may be extended by the issuing authority for one or more periods of up to three years each -upon application to the issuing authority at least 30 days prior to the expiration date of the Order. ' 6. Any fill used in connection with this project shall be clean fill. Any fill shall contain no trash, refuse, rubbish, or debris, including but not limited to lumber, bricks, plaster, wire, lath, paper, cardboard, pipe, tires, ashes, refrigerators, motor vehicles, or parts of any of the foregoing. 7. This Order is not final until all administrative appeal periods from this Order have elapsed, or if such an appeal has been taken, until all proceedings before the Department have been completed. ' 8. No work shall be undertaken until the Order has become final and then has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done. In the case of the registered land, the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is done.The recording information shall be submitted to this Conservation Commission on the form at the end of this Order, which form must be stamped by the Registry of Deeds, prior to the commencement of work. 9. A sign shall be displayed at the site not less then two square feet or more than three square feet in ' size bearing the words, "Massachusetts Department of.Environmental Protection”[or, "MA DEP"] ' "File Number SE3-4095 " 10. Where the Department of Environmental Protection is requested to issue a Superseding Order, the Conservation Commission shall be a party to all agency proceedings and hearings before DEP. ' 11. Upon completion of the work described herein, the applicant shall submit a Request for Certificate of PP q Compliance (WPA Form 8A)to the Conservation Commission. ' 12. The work shall conform to the plans and special conditions referenced in this order. 13. Any change to the plans identified in Condition #12 above shall require the applicant to inquire of the ' Conservation Commission in writing whether the change is significant enough to require the filing of a new Notice of Intent. 14, The Agent or members of the Conservation Commission and the Department of Environmental Protection shall have the right to enter and inspect the area subject to this Order at reasonable hours to evaluate compliance with the conditions stated in this Order, and may require the submittal of any data deemed necessary by the Conservation Commission or Department for that evaluation. ' Wpatorm5.doc rev.6/19/03 Page 3 of 7 Massachusetts Department of Environmental Protection DEP File Numb Bureau of Resource Protection - Wetlands Number: - WPA Form 5 Order of Conditions SE3-4095 �• Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP ' lf�►rW'1 A and Town of Barnstable Ordinances Article XXVII B. Findings (cont.) ' 15. This Order of Conditions shall apply to any successor in interest or successor in control of the property subject to this Order and to any contractor or other person performing work conditioned by this Order. 16. Prior to the start of work, and if the project involves work adjacent to a Bordering Vegetated Wetland, the boundary of the wetland in the vicinity of the proposed work area shall be marked by wooden stakes or flagging. Once in place, the wetland boundary markers shall be maintained until a ' Certificate of Compliance has been issued by the Conservation Commission. 17. All sedimentation barriers shall be maintained in good repair until all disturbed areas have been fully ' stabilized with vegetation or other means. At no time shall sediments be deposited in a wetland or water body. During construction, the applicant or his/her designee shall inspect the erosion controls on a daily basis and shall remove accumulated sediments as needed. The applicant shall immediately ' control any erosion problems that occur at the site and shall also immediately notify the Conservation Commission, which reserves the right to require additional erosion and/or damage prevention controls it may deem necessary. Sedimentation barriers shall serve as the limit of work unless another limit of work line has been approved by this Order. see attached Findings as to municipal bylaw or ordinance Furthermore,the Barnstable hereby finds (check one that applies): Conservation Commission ❑ that the proposed conditioned meet the standards set forth in a municipal I ' roosed work cannot b diti d t al P ordinance or bylaw specifically: ' Municipal Ordinance or Bylaw Citation Therefore,work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides measures which are adequate to meet these standards, and a final Order of ' Conditions is issued. ® that the following additional conditions are necessary to comply with a municipal ordinance or bylaw, ' specifically: Article 27 of Town Ordinances Municipal Ordinance or Bylaw Citation The Commission orders that all work shall be performed in accordance with the said additional conditions and with the Notice of Intent referenced above.To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent, ' the conditions shall control. ' Wpaform5.doc•rev.6/19/03 Page 4 of 7 ' SE3-4095 Cotuit Oyster Approved Plan=June 13, 2003 Revised Site Plan by Arne Ojala,PE ' Special Conditions of Approval ' I. Preface Caution:Failure to comply with all Conditions of this Order of Conditions can have serious consequences. The consequence may include issuance of a stop work order,fines, requirement to remove unpermitted structures,requirement ' to re-landscape to original condition,inability to obtain a certificate of compliance, and more. The General Conditions of this Order begin on page 2 and continue on pages 3 and 4. The Special Conditions are contained on pages 4.1,4.2 and 4.3 if necessary.All conditions require your compliance. II. Prior to the start of work,the following conditions shall be satisfied: 1. Within one month of receipt of this Order of Conditions and prior to the commencement of any work approved herein, ' General Condition number S(recording requirement)on page 3 shall be complied with. ' 2. It is the responsibility of the applicant,the owner and/or successor(s)and the project contractors to ensure that all conditions of this Order are complied with. The applicant shall provide copies of the Order of Conditions and approved tplans(and any approved revisions thereof)to project contractors prior to the start of work. Barnstable Conservation Commission Forms A and B shall be completed and returned to the Commission prior to the start of work. requirement)shall be complied with. 3. General Condition 9 on page 3 (sign requu ) p 4. The Conservation Commission shall receive written notice 1 week in advance of the start of work. 5. The work limit line plan shall be staked in the field by the project surveyor/engineer. -in siltation fencing shall be set along the approved work limit line. Effective 6. Staked strawbales backed by trenched-in s g g pp sediment controls shall remain until the site is stabilized with vegetation. ' 7. A sequence of color photographs showing the undisturbed buffer zone shall be submitted to the Conservation Commission. Note: the strawbales and siltation fence must show in the foreground (or bottom of)the photographs. ' S. The Natural Resources Dept.shall be notified at least 21 working days prior to the start of work at the site,to inspect the areas for shellfish. If deemed necessary by the Shellfish Constable,shellfish shall be removed from the work area to a rsuitable site and/or replanted at the locus following construction. The foregoing measures for shellfish protection shall ensue at the expense of the applicant. p.4.1 The following additional conditions shall govern the project once work begins. Note especially special condition no. 15,requiring verification of the locations of the foundation and strawbale line. 9. General conditions No. 12 and No. 13 (changes in plan)on page 3 shall be complied with. 10. General condition No. 17 (maintaining sediment controls)on page 4 shall be complied with. ' 11. The work limit for building construction shall set across the width of the lot,no more than 10 ft.off the east foundation wall. The work limit line shall be strictly observed. 12. There shall be no disturbance of the site, including cutting of vegetation, beyond the work limit during building construction. ' 13. The Conservation Commission,its employees,and its agents shall have a right of entry to inspect for compliance with the ' provisions of this Order of Conditions. 14. This permit is valid for 3 years from the date of issuance,unless extended by the Commission at the request of the ' applicant. 15. This approval is contingent upon the approval by the Board of Health of the subsurface sewage disposal system. ' 16. Upon completion of the foundation,the project surveyor or engineer shall verify in writing or by plan to the Commission any discrepancies with the approved foundation and work limit line location. If verification is in the form of an as-built ' plan,the plan provided shall be drawn at the same scale as the approved plan. 17. Any fill used for this project shall be clean fill. Any fill shall contain no trash,refuse,rubbish,or debris. 18. Construction shall conform to the requirements of the State Building Code and the Town of Barnstable Zoning By-law ' Flood Area Provisions for construction within the coastal floodplain. Work shall ensue only after consulting with the Building Commissioner. 19. Drywells or graveled trenches along the drip lines shall be installed to accommodate roof runoff. 20. The driveway shall be constructed of pervious material(gravel or shell)or alternate as approved by the Conservation i Commission. ' 21. The Work Building and deck require waivers from Commission Regulation,as they are proposed within 50 ft.of the salt marsh. The waivers are granted in the interest of preserving the lond standing operation of the Cotuit Oyster Company, ' Inc. However,should that enterprise as we know it cease to operate on site,the building and deck shall be removed. This condition shall continue over time. 22. No area shall be left unvegetated for more than 30 days.All areas disturbed during construction shall be revegetated ' immediately following completion of work at the site. Mulching shall not serve as a substitute for the requirement to revegetate disturbed areas at the conclusion of work. P.4.2 For the pier ' 23. There shall be no disturbance of the existing salt marsh. ' 24. No creosote-treated or CCA-treated materials shall be used. 25. The proposed stairs shall be constructed a minimum of one foot above grade without solid risers. ' 26. Deck plank spacing shall be at least 3/4 inch. 27. Work shall occur during the off-season only: October 15 through May 1. 28. No dredging(including but not limited to effects of propeller wash)is permitted herein. 29. The seasonal storage of floats shall be at a suitable upland site. Floats shall not be stored on banks,marshes or dunes 30. Piling shall be driven into place ' 31. The following special conditions in italics shall govern boat use at the approved pier. These conditions shall continue over time. Note: For purposes of this Order of Conditions,the term"pier"shall refer not only to the ' linear pile-supported structure,but also to any of its components or appendages such as the float(s), ell,tee,ramp, outhaul piling,etc 32. Boats shall only be berthed at the float. ' 33. No boat shall be used or berthed at the approved pier such that at any time less than one foot of water resides between the bottom of the boat(or engine in drive position)and the substrate. ' 34. Any desired pier lighting shall receive prior approval of the Conservation commission or Department. . 35. Lead piling caps shall note be used. ' 36. Work on the pier shall ensue mid-tide rising to mid-tide falling or as otherwise necessary to prevent the grounding of the work barge on the substrate. ' 37. The pier requires p q ues a waiver from Commission Regulation governing pier length(Section DI of the Regulations for Private ' Piers and Docks). The waiver is granted in the interest of preserving the longstanding operation of the Cotuit Oyster Company,Inc. However,should that enterprise as we know it cease to operate on site,the pier shall be removed. This condition shall continue over time. p.4.3 Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands - sniwarnBM WPA Form 5 - Order of Conditions SE3-4095 Provided by DEP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 rand Town of Barnstable Ordinances Article XXVII B. Findings (cont.) ' Additional conditions relating to municipal ordinance or bylaw: see attached ' This Order is valid for three years, unless otherwise specified as a special condition pursuant to General Conditions #4,fromi the date of issuance. Date This Order must be signed by a majority of the Conservation Commission. The Order must be mailed by certified mail (return receipt requested) or hand delivered to the applicant. A copy also must be mailed or hand delivered at the same time to the appropriate Department of Environmental Protection Regional Office (see Appendix A) and the property owner(if different from applicant). Signatures: On c 3 Ryp Of J V Ne, 003 ' Day Month and Year before me personally appeared M LA�e- to me known to be the person described in and who executed the foregoing instrument and ' acknowledged that he/she executed the same as his/her free act and deed G �� 14 Notary Public My Commission Expires ' This Order is issued to the applicant as follows: ❑ by hand delivery on _ ❑ by certified mail, return receipt requested, on Date —Pr- — Date .i9A aJILSoN eys^SoC Wpaform5.doc•rev.3/10/03 Page 5 of 7 Massachusetts Department of Environmental Protection DEP File Number Bureau of Resource Protection - Wetlands BARNSTABM WPA Form 5 Order of Conditions SE3-4095 v� 1 � Provided by DEP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 ' and Town of Barnstable Ordinances Article XXVII C. Appeals ' The applicant, the owner, any person aggrieved by this Order, any owner of land abutting the land subject to this Order, or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the appropriate DEP Regional Office to issue a Superseding Order of Conditions. The request must be made by certified mail or hand delivery to the Department,with the appropriate filing fee and a completed Appendix E: Request of D p pp q Departmental Action Fee Transmittal Form, as provided in � 1 310 CMR 10.03(7)within 0 i hln ten business days from the date of issuance of this Order. A co of th Y copy a request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to ' the applicant, if he/she is not the appellant. The.request shall state clearly and concisely the objections to the Order which is being appealed and how ' the Order does not contribute to the protection of the interests identified in the Massachusetts Wetlands Protection Act, (M.G.L. c. 131, §40) and is inconsistent with the wetlands regulations (310 CMR 10.00). To the extent that the Order is based on a municipal ordinance or bylaw, and not on the Massachusetts Wetlands Protection,Act or regulations,the Department has no appellate jurisdiction. D. Recording Information ' This Order of Conditions must be recorded in the Registry ryof Deeds or the Land d Court for the distract in which the land is located, within the chain of title of the affected property. In the case of recorded land, the ' Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land subject to the Order. In the case,of registered land, this Order shall also be noted on the Land Court Certificate of Title of the owner of the land subject to the Order of Conditions. The recording information on Page 7 of Form 5 shall be submitted to the Conservation Commission listed below. ' Barnstable Conservation Commission ' Wpaform5.doc•rev.6/19/03 Page 6 of 7