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0322 FALMOUTH ROAD/RTE 28 - HAZMAT
:>�. � y Number Fee 1081 THE COMMONWEALTH OF MASSACHUSETTS, $150.00 Town of Barnstable Board of Health This is to Certify that Balise Nissan of Cape Cod 322 FALMOUTH ROAD, Hyannis, MA Is Hereby Granted a License For: Storing or Handling 500 gallons or more of Hazardous Materials. ---------------------------------- -------------------------...----------- ----.----------------------------------------------------------------------- This license is granted in conformity with the Statutes and ordinances relating there to, and and expires 06/30/2020 unless sooner suspended or revoked. --------------------------------------- PAUL J.CANNIFF, D.M.D,CHAIRMAN D_ONALD A.GUADAGNOLI, M.D. 07/01/2019 JUNICHI SAWAYANAGI THOMAS A. MCKEAN, R.S.,CHO Director of Public Health i Town of Barnstable Inspectional Services BAMSTABLE .THE T[L. MTGX4 IUS O A.W :,n•�Y.Nve Public Health Division W���u`y5=° ��<"'"�a" E BARNgrABLE, ` Thomas McKean, Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 APPLICATION FOR PERMIT TO STORE AND/OR UTILIZE HAZARDOUS MATERIALS IN ACCORDANCE WITH THE TOWN OF BARNSTABLE GENERAL ORDINANCE,CHAPTER 108, HAZARDOUS MATERIALS,ALL BUSINESSES THAT HANDLE OR STORE HAZARDOUS MATERIALS GREATER THAN HOUSEHOLD QUANTITIES ARE REQUIRED TO OBTAIN AN ANNUAL PERMIT(RUNS DULY 1 st—JUNE 3 Oth). APPLICATION FEES CATEGORY 1 PERMIT 26— 110 Gallons: $ 50.00 ❑ CATEGORY 2 PERMIT 111 —499 Gallons: $125.00 ❑ CATEGORY 3 PERMIT 500 or more Gallons: $150.00 X M7 *A late charge of$10.00 will be assessed if payment is not received by July 1st. fo C;w-=W- 801,q 1. ASSESSOR'S MAP AND PARCEL NO. �/ i�► , I 7, �� 1•jr? 2. IS THIS A PERMIT RENEWAL? ✓ YES_NO. IF YES, SKIP QUESTION 3. FOR ALL NEW PERMIT APPLICATIONS,INDICATE WHETHER BUSINESS HAS • ZONING/BUILDING APPROVAL FOR HAZARDOUS MATERIALS STORAGE/USE OF GREATER THAN HOUSEHOLD QUANTITIES (25 GALLONS)? YES NO. 4. FULL NAME OF APPLICANT: -rhjM,P_5 9 , I?yjI j"o. e-- 5. NAME OF ESTABLISHMENT: je.��� m�6Ca.►') AA.)b&yz )WiSSE A1/�tn 6. ADDRESS OF ESTABLISHMENT: 7. MAILING ADDRESS (IF DIFFERENT FROM ABOVE: 8. TELEPHONE NUMBER OF ESTABLISHMENT: 15� r lrv�(g 9. EMAIL ADDRESS:-1Uk pA c ', 10. SOLEOWNER: YES_.�XO IF NO,NAME OF PARTNER:, 11. FULL NAME,HOME ADDRESS,AND TELEPHONE#OF: CORPORATION NAME I PRESIDENT TREASURER % 1Y1 i CLERK Eftpr) 12. IF PREPARED BY OUTSIDE PARTY: NAMEkjr)d& r& TELEPHONE • COMPANY ADDRESS Z rrhngdAEMAILI f .aO7 ah h 1 S ln'iGi f1 r'�l�® SIGNATURE OF APPLICAN DATE bh J g Q:\Application Forms\Haz Mat App Revised 09-10-18.docx Number Fee 1081 THE COMMONWEALTH OF MASSACHUSETTS $150.00 Town of Barnstable Board of Health This is to Certify that Balise Nissan of Cape Cod 322 FALMOUTH ROAD, Hyannis, MA Is Hereby Granted a License For: Storing or Handling 500 gallons or more of Hazardous Materials. This license is granted in conformity with the Statutes and ordinances relating there to, and and expires 06/30/2019 unless sooner suspended or revoked. ---------------------------------------- PAUL J.CANNIFF,D.M.D,CHAIRMAN DONALD A.GUADAGNOLI,M.D. 07/01/2018 JUNICHI SAWAYANAGI THOMAS A.MCKEAN,R.S.,CHO Director of Public Health 4` TRowr of ftnggble eg atory ervies Richard V. Scali, Director Public Health Division BARNSTABLE ` BA NWAMX. Thomas McKean, Director 1639-2014 « ww510N5 M105.OS1ErtYSlE•wlil EfSJ1AM:F MA83. �O --------mow - — -2001VIairi-Street Hyannis;MA 02G01-- - - ------ -----.--- - -��� +� Office: 508-862-4644 Fax: 508-790-6304 APPLICATION FOR PERMIT TO STORE AND/OR UTILIZE HAZARDOUS MATERIALS ` IN ACCORDANCE WITH THE TOWN OF BARNSTABLE GENERAL ORDINANCE, CHAPTER 108, � HAZARDOUS MATERIALS,ALL BUSINESSES THAT HANDLE OR STORE HAZARDOUS MATERIALS GREATER THAN HOUSEHOLD QUANTITIES ARE REQUIRED TO OBTAIN AN ANNUAL PERMIT(RUNS JULY 1 st-JUNE 3 Oth). APPLICATION FEES CATEGORY 1 PERMIT 26- 110 Gallons: $ 50.00 ❑ CATEGORY 2 PERMIT 111 -499 Gallons: $125.00 ❑ CATEGORY 3 PERMIT 500 or more Gallons: $150.00 X V.$ . *A late charge of$10.00 will be assessed if payment is not received by July 1st. 1. ASSESSOR'S MAP AND PARCEL NO. 81M V,01l :3 1?"V'? 4 2 8 I `A-1 2. IS THIS A PERMIT RENEWAL? ✓ YES_NO. IF YES,SKIP QUESTION q 3. FOR ALL NEW PERMIT APPLICATIONS,INDICATE WHETHER BUSINESS HAS ZONING/BUILDING APPROVAL FOR HAZARDOUS MATERIALS STORAGE/USE OF • GREATER THAN HOUSEHOLD QUANTITIES (25 GALLONS)? YES NO. 4. FULL NAME OF APPLICANT: �O.i`(�� E t)o��iSst. �S-C 5. NAME OF ESTABLISHMENT: -SSOX-L - �a��S;\f��5Su,,r 6. ADDRESS OF ESTABLISHMENT: 2)aa �cY•a., r�� •�c c�c�c C�� Od�o \ 7. MAILING ADDRESS (IF DIFFERENT FROM ABOVE:10)A,ahS 5o\ Q& G{ B�-ic c� AN oakDu S. TELEPHONE NUMBER OF ESTABLISHMENT: 525 9. EMAIL ADDRESS: J�► S`kC't C.xo Q &R Qz,&z t (YN 10. SOLEOWNER: YES �(-NO IF NO,NAME OF PARTNER: ZIQ . n1yo S 11. FULL NAME,HOME ADDRESS,AND TELEPHONE#OF: �{ -73b- CORPORATION NAME s5 1. o y�„ &L sn. 1 11 b PRESIDENT la - Via, ► Kalov, TREASURER �! �-kj � CLERK t $�5 NJ 12. IF PREPARED BY OUTSIDE PAR Y: NAME: 6C2CLa�.��5t 1 cz 'GN��� TELEPHONE it: COMPANY ADDRESS 3 a, EMAIL:brzi\syl-uE) Z a 'se. R�13vz> c3�v- 11 SIGNATURE OF APPLICAN ti w DATE (A ap\1 Q:W,pplication Forms\HAZMAT APP 2017 REVISE D.docx Number Fee 1081 THE COMMONWEALTH OF MASSACHUSETTS $150.00 Town of Barnstable Board of Health This is to Certify that Balise Nissan of Cape Cod 322 FALMOUTH ROAD, Hyannis, MA Is Hereby Granted a License �q For: Storing or Handling 500 gallons or more of Hazardous Materials. --------------------------------------------------------------------------------------------------------------------- ------------------------------ ---------------------------------------------------------------------------------------------------------- - This license is granted in conformity with the Statutes and ordinances relating there to, and 4 and expires 06/30/2018 unless sooner suspended or revoked. --- ------------------------------------ PAUL J.CANNIFF,D.M.D,CHAIRMAN DONALD A.GUADAGNOLI,M.D. 07/01/2017 JUNICHI SAWAYANAGI THOMAS A.MCKEAN,R.S.,CHO Director of Public Health f� I aQ fi - i ss a v-,� Tjw1� of Unstable Kegulatoervices Richard V. Scali,Director Public Health Division BARNSTABLE 6.xnsrnele••�.ru,,iut•conrrt•xrurrs -' &&RNaz•ABL Thomas McKean Director """��'"°� MAS& �1 f 1639.2014 039. 200 Main Street, Hyannis,MA 02601 J Office: 508-862-4644 02O/-7— R,0100 Fax: 508-790-6304 APPLICATION FOR PERMIT TO STORE AND/OR UTILIZE cap HAZARDOUS MATERIALS IN 1 ACCORDANCE WITH THE TOWN OF BARNSTABLE GENERAL ORDINANCE, CHAPTER 108, HAZARDOUS MATERIALS,ALL BUSINESSES THAT HANDLE OR STORE HAZARDOUS MATERIALS GREATER THAN HOUSEHOLD QUANTITIES ARE REQUIRED TO OBTAIN AN ANNUAL PERMIT(RUNS JULY 1st—JUNE 30th). APPLICATION FEES CATEGORY 1 PERMIT 26— 110 Gallons: $ 50.00 ❑ CATEGORY 2 PERMIT 111 —499 Gallons: $125.00 �7 CATEGORY 3 PERMIT 500 or more Gallons: $150.00 ,g( V.:S *A late charize of S10.00 will bne assessed if payment is not received by July 1st. 1. ASSESSOR'S MAP AND PARCEL NO.Ot 15 1 O 1 IT a:ZTDlN� qj 2. IS THIS A PERMIT RENEWAL? YES_NO. IF YES,SKIP QUESTION 3. 3. FOR ALL NEW PERMIT APPLICATIONS,INDICATE WHETHER BUSINESS HAS • ZONING/BUILDING APPROVAL FOR HAZARDOUS MATERIALS STORAGE/USE OF GREATER THAN HOUSEHOLD QUANTITIES(25 GALLONS)? YES NO. 4. FULL NAME OF APPLICANT: To,M2S E (3gAi Ste. :yr 5. NAME OF ESTABLISHMENT: R.yS 6. ADDRESS OF ESTABLISHMENT: 3 X�-FcArv\tN;bN ec� gtlrl i s M K Q ako 0 7. MAILING ADDRESS (IF DIFFERENT FROM ABOVE: 0J0H��� hvo4 R�, 1�.r,wnn,i s I` abpl S. TELEPHONE 1V'UNMER OF ESTABLISHMENT: �b nr�l -3b 3w 9. EMAIL ADDRESS: b'Clx l l C.p @ bc�-N 10. SOLEOWNER: YES X NO IF NO,NAME OF PARTNER: �N� i 11. FULL NAME,HOME ADDRESS,AND TELEPHONE#OF: CORPORATION NAME PRESIDENT c- l & W O l Q TREASURER tYl (Yl►tv z c�S2 P a 8 5 CLERK 12. IF PRE ABED BY OUTSIDE PARTY: NAME TELEP O�iE#:,��3-54 8-3$SO COMPANY ADDRESS I Y�� EMAIL rl s-�icA O,�iSQ G�{� .G�`✓� �'�an n'►s MA O �v o l SIGNATURE OF APPLICAN L DATE la�-I 1-7 QAApplication FormsIHAZMAT APP 2017 REVISED.docx it y°FINE*ok� Town of Barnstable Office:508-862-4644 Public Health Division Fax:508-790-6304 • BABMASS. 200 Main Street• Hyannis, MA 02601 t639. TOXIC AND HAZARDOUS MATERIALS INSPECTION REPORT e Business Name: �7a.� S /� S s a,v` e� C Cod Date: 4 2a /t. Location/Mailing Address: %1&V%V1J Contact Name/Phone:`o n.,r kh. o8-757-(6 '7o 1>01% Ak We im 7 r Inventory Total Amount: �` , MSDS: CoM th,-- 0A �b5k4-09- License#: Iy$ j CAfl; Tier II : t<,ei? Labelina: 0* Spill Plan: Oi[/Water Separator: Je-47 Floor Drains: e,� Emergency Numbers: Y�5 Storage Areas/Tanks: 1610 A11A)•V), 3001al fkt(v a.�r. ,w•y���-0�x.o 1 awl�awl� lac R-eB�,�eS{ 9�Sol � Emergency/Containment Equipment: rv� �11� � �"� 2°� �w,a���°b�ai".t`•> 'o44«y Waste Generator ID: �Dt 4$ l ob t `v aste Product: g 4QLt- � Date&Amount of Last Shipment/Frequency: o� �•�.x r,o arks �luw�r- vnr kt c tR Licensed Waste Hauler&Destination: (21w 191 1- o 1 a 1ml Clow . e"ek ctla, o✓ Other Waste Disposal Methods:�VA�j Come, - r�/w�aw o tO5 51�4�1)C IV e LIST OF TOXIC AND HAZARDOUS MATERIALS NOTE: Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous material use, storage and disposal of 111 gallons or more requires a license from the Public Health Division. J Antifreeze Dry cleaning fluids ���V-- Automatic transmission fluid �— Other cleaning solvents&spot removersq Engine and radiator flushes Bug and tar removersf� l � oo. �— Hydraulic fluid (including brake fluid) ✓ Windshield wash Gt� Motor oils ti Miscellaneous Corrosives Gasoline,jet fuel, aviation gas\O Cesspool cleaners Diesel fuel, kerosene, #2 heating oil Disinfectants V Miscellaneous petroleum products: Road salts grease, lubricants, gear oil qN\ Refrigerants J Degreasers for engines&garages P,14�,N Pesticides: Caulk/Grout t+< t x insecticides, herbicides, rodenticides Battery acid (electrolyte)/batteries Photochemicals(Fixers) Rustproofers A lt?o Photochemicals(Developer) Car wash detergents Printing ink Car waxes and polishes Wood preservatives(creosote) Asphalt&roofing tar Swimming pool chlorine Paints, varnishes, stains, dyes Lye or caustic soda Lacquer thinners Miscellaneous Combustible Paint&varnish removers, deglossers Leather dyes Miscellaneous Flammables Fertilizers Floor&furniture strippers PCB's Metal polishes Other chlorinated hydrocarbons Laundry soil &stain removers (including carbon tetrachloride) (including bleach) Any other products with "poison labels" (including chloroform, formaldehyde, hydrochloric acid, other acids) VIOLATIONS: ORDERS: INFORMATION/RECOMMENDATIONS: ('M011W-65A CtGGLgh o e� , 5 �a �S �S � CJwI.� y ,Q, : w �. �'t5. v � ,� � N• S• S yrl�v�cl g l s o w a� mr� 0,11 fosk 0e, / Inspector: ►N6,0Z,i VJ A O��w • Facility Representative: WHITE COPY- HEALTH DEPARTMENT/CANARY COPY-BUSINESS �3 Number Fee � 1081 THE COMMONWEALTH OF MASSACHUSETTS $150.00 Town of Barnstable _ Board of Health This is to Certify that Balise Nissan of Cape Cod 322 FALMOUTH ROAD, Hyannis, MA Is Hereby Granted a License For: Storing or Handling 500 gallons or more of Hazardous Materials. -------------------------------------------------------------------------------------------------------------------------------------------------------------------- This license is granted in conformity with the Statutes and ordinances relating there to, and and expires 06/30/2017 unless sooner suspended or revoked. --------------------------------------- WAYNE MILLER,M.D.,CHAIRMAN PAUL J.CANNIFF,D.M.D. 07/01/2016 JUNICHI SAWAYANAGI THOMAS A.MCKEAN,R.S.,CHO Director of Public Health f Town of Barnstable �WE Regulatory Services Richard V. Scali, Director ' B"R"6 Public Health Division F:5Tu#wu*A1:uLEb q. 0 •�rranna3 � 61gnSGBtFThomas McKean,Director N(� 200 Main Street, Hyannis,MA 02601 �N Office: 508-862-4644 Q /t Fax: 508-790-6304 APPLICATION FOR PERMIT TO STOREAND/OR UTILIZE HAZARDOUS MATERIALS IN ACCORDANCE.WITH THE TOWN OF BARNSTABLE GENERAL ORDINANCE,CHAPTER 108, HAZARDOUS MATERIALS,ALL BUSINESSES THAT HANDLE OR STORE HAZARDOUS MATERIALS GREATER THAN HOUSEHOLD QUANTITIES ARE REQUIRED TO OBTAIN AN ANNUAL PERMIT(RUNS JULY 1st-JUNE 30th). APPLICATION FEES CATEGORY 1 PERMIT 26— 110 Gallons: $ 50.00 ❑ CATEGORY 2 PERMIT 111 —499 Gallons: $125.00 ❑ 'r CATEGORY 3 PERMIT 500 or more Gallons: $150.00 Y `o A late chame of$10.00 will be assessed if payment is not received by July 1st. ASSESSORS MAP AND PARCEL NO�� o?9314 , , DATE dtv FULL NAME OF APPLICANT: NAME OF ESTABLISHMENT: ADDRESS OF ESTABLISHMENT A''R �IrY1 `I�1 �(� , 14 4"Vi w5, ' 1 lA 0 --(oo l. MAILING ADDRESS(IF DIFFERENT): TELEPHONE NUMBER OF ESTABLISHMENT: EMAIL ADDRESS: m6r.-� 8Q 6.�a V-L. co SOLE OWNER: YES NO IF NO,NAME OF PARTNER: FULL NAME,HOME AD RESS,AND TELEPHONE# CORPORATION NAME -1 15 M A PRESIDENT C . S D Z$}• rd kQLI� TREASURE L rk5 CLERK IF PREPARED BY OUTSIDE PARTY: S ATURE O A LI T N me: Company Address : Telephone#: Email: Q:Wpplication Forms\HAZZAPP Rev I6.docx Page 1 of 2 THE T°� Town of Barnstable Office:508-862-4644 Public Health Division Fax:508-790-6304 9 BARMASS. 9` 200 Main Street• Hyannis, MA 02601 �PrFD M p`0 TOXIC AND HAZARDOUS MATERIALS INSPECTION REPORT Business Name: bond I Sp- 4 S Sa w o cap— L' Date: � 247 / Location/Mailing Address: 3Z7Z VZ1 wNPJV.— Contact Name/Phone: o,n 2leu ('.Ace_ $tea S`7 37o W 1 y�' �owll�tCPat�,-;� Invento Total Amount: Saoo ��1 MSDS:C0.I� �K -YO►�I�tKl� Eiden a#: I t>9 I Tier II . Ip Labelina: ov Spill Plan: e , - ,4A CAI I K- Oil/WaterSeparator: -6A ��L�'L3 Floor Drains: Ow Emer enc Numbers: S Storage Areas/Tanks: - 0 'kkor� a I tiJ 0 15,00 JfVJ&J14efoc. S`T Emergency/Containment Equipment: I(gyp Vt�h�til�„eI�CQ v. ��v ;' ��� fsw"- Waste Generator ID: f 1��°I (�1. 1 Waste Product: 411 ,X,1+&5.,Uk<kS Cl eAu-�-d, Date&Amount of Last Shipment/Frequency: OtK.���c 1�2e, OV6 Iu� i Licensed Waste Hauler&Destination: aha eSks Jt btitj ✓S• �5 �o►ti ,,eS Other Waste Disposal Methods: kce -1- &V 84-11,� df -Al Q Lf Aof 061- I Htr,+A.�fC. Cry5ta l Gl LIST OF TOXIC AND HAZARDOUS MATERIALS NOTE: Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous material use, storage and disposal of 111 gallons or more requires a license from the Public Health Division. 1\/J Antifreeze Dry cleaning fluids Automatic transmission fluid T- Other cleaning solvents&spot removers Engine and radiator flushes Bug and tar removers —� Hydraulic fluid (including brake fluid) �- Windshield wash ` Motor oils Miscellaneous Corrosives Gasol_ ae,jet fuel, aviation gas Cesspool cleaners Diesel fuel, kerosene, #2 heating oil Disinfectants Miscellaneous petroleum products: Road salts grease, lubricants, gear oil Refrigerants Degreasers for engines&garages Pesticides: Caulk/Grout 25 insecticides, herbicides, rodenticides Battery acid (electrolyte)/batteriesV Photochemicals(Fixers) Rustproofers ,�100 Photochemicals(Developer) Car wash detergents Printing ink Car waxes and polishes Wood preservatives(creosote) Asphalt&roofing tar Swimming pool chlorine Paints, varnishes, stains, dyes Lye or caustic soda Lacquer thinners Miscellaneous Combustible Paint&varnish removers, deglossers Leather dyes Miscellaneous Flammables Fertilizers Floor&furniture strippers PCB's Metal polishes Other chlorinated hydrocarbons Laundry soil&stain removers (including carbon tetrachloride) (including bleach) Any other products with "poison labels" (including chloroform, formaldehyde, hydrochloric acid, other acids) VIOLATIONS: ORDERS: INFORMATION/RECOMMENDATIONS: VV-Z z ®d CO aC P o.( C -�k ow gP X k,P-Yo r )0a4 fie C� fie--'-A If 5 Inspector: le, Facility Representative: WHITE COPY- HEALTH DEPARTMENT/CANARY COPY-BUSINESS Number Fee 1081 THE COMMONWEALTH OF MASSACHUSETTS 1oo.00 Town of Barnstable Board of Health This is to Certify that Balise Nissan of Cape Cod 322 FALMOUTH ROAD, Hyannis, MA Is Hereby Granted a License FOR: STORING OR HANDLING 111 GALLONS OR MORE OF HAZARDOUS MATERIALS. ----------------------------------------------------------------------------------------------------------------------------------------------------------------- This license is granted in conformity with the Statutes and ordinances relating there to, and and expires 06/30/2016 unless sooner suspended or revoked. --------------------------------------- WAYNE MILLER,M.D.,CHAIRMAN PAUL J.CANNIFF,D.M.D. 07/01/2015 JUNICHI SAWAYANAGI THOMAS A.MCKEAN,R.S.,CHO Director of Public Health fs� f Town of Barnstable Regulatory Services Richard V. Scab,Director � BA8N8TAgt„E, : f�;n , S Public Health Division 4; Thomas McKean,Director �a 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 F 508-790-6304 Application Fee: $100.00 ; , 10, l 1, 1 e2 ASSESSORS MAP AND PARCEL NO._o? 7,ad' y/j DATE /j APPLICATION FOR PERMIT TO STORE AND/OR UTILIZE MORE THAN 111 GALLONS OF HAZARDOUS MATERLA—LS FULL NAME OF APPLICANT ; A ' Mgr ; tYL NAME OF ESTABLISH3fENT 0 r ADDRESS OF ESTABLISHMENT QJR'� �� �,�'f�, �� , ��� I,S I'4,4 t TELEPHONE NLMER SOLE OWNER: YES vZNO IF APPLICANT IS A PARTNERSHIP,FULL NAMT AND HOME ADDRESS OF ALL PARTNERS: IF APPLICANT IS A CORPORATION: FEDERAL IDENTIFICATION NO. STATE OF INCORPORATION NA FULL NAME AND HOME ADDRESS OF: PRESIDENT MA d lok� CLERK TREASURE Ol O��r r SIGNATLRE/ OF APPLIC ANT RESTRICTIONS: HOME ADDRESS HOME TELEPHONE# CAcachelTempomry Intemet Files\O M'MAZAPP ReQ015DOC r °F IKE Town of Barnstable Office:508-862-4644 Public Health Division Fax:508-790-6304 • BARM E. AS& • 200 Main Street• Hyannis, MA 02601 Fo 06. TOXIC AND HAZARDOUS MATERIALS INSPECTION REPORT Business Name: &1,5e- a� C-S Date: 22 Y Location/Mailing Addres : .32'2- F'alw�o Q }} Quirt,s Contact Name/Phone: SD - 9S-7- 6370 '1 one `7ot9-vt 0 `Jeav,c-Q- S,r. Inventory Total Amount: ��- `Iq��°�` MSDS: License#: l 08 l Tier II : rJ° Labeling: Spill Plan: Ycs Oil/Water Separator: Ye-6 rccvca25 AVu AElpor Drains: Yes 7 ow S Emergency Numbers: t S Storage Areas/7anks: � -loon vao e o• 1So ,,oil , 30og�tAST-�754j ar*�g«� . ��ogal Asr wi..2sWeis Emergency/Containment E ui ment: SPA 5orbe� aya,la\ol�4tyt66e+ (xhs) Waste Generator ID: M \jqS I ©b!;'l -7 Waste Product:a,Ir�%IfeK{Sol,As Date&Amount of Last Shipment/Frequency: io e d x/+ip• ,xr}s e,.-Cawc r 2>c4X Licensed Waste Hauler&Destination: $2ce)cy Af<,le--,,.. -`— Other Waste Disposal Methods: rJJA LIST OF TOXIC AND HAZARDOUS MATERIALS �o WVt lose cA&AAAL1b tut,, AVvsj t�of SIVkf- kAl� 1k5 f1,1 NOTE: Under the provisions of Ch. 111, Section 31, of the General Lawsubf MA, hazardous material use, t 123 I' storage and disposal of 111 gallons or more requires a license from the Public Health Division. JAntifreeze Dry cleaning fluids Automatic transmission fluid v/ Other cleaning solvents&spot removers Engine and radiator flushes Bug and tar removers —�� Hydraulic fluid (including brake fluid) --� Windshield wash �~ Motor oils Miscellaneous Corrosives Gasoline,jet fuel, aviation gas Cesspool cleaners Diesel fuel, kerosene, #2 heating oil Disinfectants Miscellaneous petroleum products: Road salts grease, lubricants, gear oil Refrigerants Degreasers for engines&garages Pesticides: Caulk/Grout insecticides, herbicides, rodenticides Battery acid (electrolyte)/batteries Photochemicals(Fixers) Rustproofers Photochemicals(Developer) Car wash detergents Printing ink Car waxes and polishes Wood preservatives(creosote) Asphalt&roofing tar Swimming pool chlorine Paints, varnishes, stains, dyes Lye or caustic soda Lacquer thinners Miscellaneous Combustible Paint&varnish removers, deglossers Leather dyes �— Miscellaneous Flammables Fertilizers Floor&furniture strippers PCB's Metal polishes Other chlorinated hydrocarbons Laundry soil&stain removers (including carbon tetrachloride) (including bleach) Any other products with "poison labels" (including chloroform, formaldehyde, hydrochloric acid, other acids) VIOLATIONS: ORDERS: INFORMATION/RECOMMENDATIONS' NO t51t)\Xl� o! et} %4 w�-e- Inspector: Facility Representative: WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS Date: /,13/ TOWN OF BARNSTABLE TOXIC AND HAZARDOUS MATERIALS RENNSTRAMIN FORM NAME OF BUSINESS: &13-e- BUSINESS LOCATION: �322 rah ,rvla,rE-Q� l� }�U4n,�, 5 INVENTORY MAILING ADDRESS: TOTAL AMOUNT: TELEPHONE NUMBER: .So S- 95�7 (6'3'7o y 9z S CONTACT PERSON: Aid l / K-0-f l-e-k-e-r EMERGENCY CONTACT TELEPHONE NUMBER: MSDS ON SITE? TYPE OF BUSINESS: eki,4 Y77ke I4Ml,,t-t,?e -ess INFORMATION / RECOMMENDATIONS: )A1101v relm-OWA caQ 9tira�e is c/ern y G Fire District: o n,L .Cwu- cvr;/lor anl� �A fox► },�l a e,I Iu -we5 g HV-torl,s AS+e 62 e,(r be elf V or IV(_ lte, 4-r eow-f-41 eu j- n. S,�c oev 64zK 3 0 e oc a s sh�1 nod'- o /K- r�vkr-'r&sk ✓mle55 C-o" c � y i a//�ovt-Fa�vt 10 na. -c �C 1e, k lu n ✓t o �+a. v� c°ar► ,ri. bc1 Waste ., ' :; MAt PQks o6 s1�7 L st shipment of hazardous waste: :Tan 2or� Name of Hauler: _ale--r,/ yt.- Destination: Waste Product: Oil, DQr4S Licensed?� No -. Tq I l�oBy�0Z8`f Z- T�� F C/ZaKzt NOTE: 'Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous material use, storage and disposal of 111 gallons or more a month requires a license from the Public Health Division. LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health and the Public Health Division have determined that the following products exhibit toxic or hazardous characteristics and must be registered regardless of volume. Observed / Maximum Observed / Maximum 3$� A ntifreeze (for ga line or coolant systems) Miscellaneous Corrosive W Qo a USED 300 45'< Cesspool cleaners Automatic transmission fluid Disinfectants Engine and radiator flushes Road salts (Halite) /0 Hydraulic fluid (including brake fluid) Refrigerants Motor Oils Pesticides O NEW s°o (insecticides, herbicides, rodenticides) 106o 6o USED Z,00 Photochemicals (Fixers) Gasoline, Jet fuel,Aviation gas Diesel Fuel, kerosene, #2 heating oil ❑ NEW ❑ USED Miscellaneous petroleum products: grease, Photochemicals (Developer) /0 lubricants, gear oil ❑ NEW ❑ USED 3o Degreasers for engines and metal Printing ink Degreasers for driveways&garages Wood preservatives (creosote) Caulk/Grout Swimming pool chlorine 7o Battery acid (electrolyte)/Batteries Lye or caustic soda Rustproofers Miscellaneous Combustible Car wash detergents Leather dyes Car waxes and polishes Fertilizers Asphalt&roofing tar PCB's Paints, varnishes, stains, dyes Other chlorinated hydrocarbons, Lacquer thinners (including carbon tetrachloride) ❑ NEW ❑ USED Any other products with "poison"labels (including chloroform,formaldehyde, Paint&varnish removers, deglossers hydrochloric acid, other acids) / D Miscellaneous. Flammables Other products not listed which you feel Floor&furniture strippers may be toxic or hazardous(please list): Metal polishes 6 Laundry soil &stain removers (including bleach) { n �L�DC+�iv of c►�l�e� Yac Bc.C+/�G I-npl Spot removers &cleaning fluids n (dry cleaners) 0A,9JU VeA' _4 'r►�ct a' 1�iPi�'t,5 v��fewt o l 5 Other cleaning solvents (�/oolClc4 / Bug and tar removers is / a0"e/1 avG+- 1 ,Zooe ,wg o►�I Windshield wash 7 3'G�taNtbefe�cQ1e� WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS Applicant's Signa ure Staff's Initials Number Fee 1030 THE COMMONWEALTH OF MASSACHUSETTS $100.00 Town of Barnstable Board of Health This is to Certify that Ford of Hyannis 332 Falmouth Rd., MA 02601 Is Hereby Granted.a License FOR: STORING OR HANDLING 111 GALLONS OR MORE OF HAZARDOUS MATERIALS. ------------------------------------------------------------------------------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------------------------------------------------------------- This license is granted in conformity with the Statutes and ordinances relating there to, and and expires June 30, 2007 unless sooner suspended or revoked. ---------------------------------------- WAYNE MILLER,M.D.,CHAIRMAN SUMNER KAUFMAN,M.S.P.H. May 24, 2006 PAUL J. CANNIFF,D.M.D. THOMAS A.MCKEAN,R.S.,CHO Director of Public Health l Town of Barnstable FINE ley, Regulatory Services v ti o� Thomas F. Geiler,Director f Q . &UMSTABLE. ` Public Health Division J MASS.9� 165 ,0�' ATED ena'�A Thomas McKean, Director are 200 Main Street, Hyannis, MA 02601 f Office: 508-862-4644 Fax: 508-790-6304 Application Fee: $100.00 ASSESSORS MAP AND PARCEL NO. OJO DATE f /� 04,. APPLICATION FOR PERMIT TO STORE AND/OR UTILIZE MORE THAN - 111 GALLONS OF HAZARDOUS MATERIALS FULL NAME OF APPLICANT 71C#,4P-f) �. PeVIA4G:—IejAJ NAME OF ESTABLISHMENT !G(1 !FyArua[iS ADDRESS OF ESTABLISHMENTAi_nv,v;`ti TELEPHONE NUMBER 77,5"6 12- SOLE OWNER: YES ✓NO IF APPLICANT IS A PARTNERSHIP,FULL NAME AND HOME ADDRESS OF ALLY PARTNERS: IF APPLICANT IS A CORPORATION: FEDERAL IDENTIFICATION NO. G'fJ I L7,3 STATE OF INCORPORATION FU �ME AND HOME AD PRESS OF: PRE RE /ate/sC JC l/6 SF&w'GF1,a6 /11/1 G'/c,�l TREASURER llcm, '- •CL/ itmvktti :�or� G= s3 �✓ GN �L SI 'N URE OF APPLICANT RESTRICTIONS: HOME ADDRESS „ z %3 L)C• � % �til e-h i10 HOME TELEPHONE# \5U8- 7,3-7-Z`V y Q:\Application Forms\HAZAPP.DOC MAIL-IN REQUESTS Please mail the completed application form to the address below. Also include a copy of your contingency plan (to handle hazardous waste spills;-etc). In addition, please include the required fee of$100. Make check payable to: Town of Barnstable. Allow five to seven (7)working days for in-house processing. Our mailing address is: Town of Barnstable Publie Health Division.' 200 Main Street Hyannis,MA 02601 FOR FAXED REQUESTS Our fax number is (508) 790-6304. Please fax a completed application form. Also, please fax us a copy of your contingency plan (to handle hazardous waste spills, etc). In addition, please mail the required fee amount of$100.00. Please make the check payable to: Town of Barnstable. The check must be mailed to the address listed above. Allow up to four days for in-house processing. For further assistance on any item above, call (508) 86274644 Back to Main Public Health Division Page Q:\Application Forms\HAZAPP.DOC • t� f Number Fee 1030 THE COMMONWEALTH OF MASSACHUSETTS $loo.00 Town of Barnstable Board of Health This is to Certify that Ford of Hyannis 332 Falmouth Rd., MA 02601 Is Hereby Granted a License FOR: STORING OR HANDLING 111 GALLONS OR MORE OF HAZARDOUS MATERIALS. -------------------------------------------------------------------------------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------------------------------------------------------- - This license is granted in conformity with the Statutes and ordinances relating there to, and and expires June 31, 2008 unless sooner suspended or revoked. ---------------------------------------- WAYNE MILLER,M.D.,CHAIRMAN SUMNER KAUFMAN,M.S.P.H. 5/31/2007 PAUL J. CANNIFF,D.M.D. THOMAS A. MCKEAN,R.S.,CHO Director of Public Health Town of Barnstable zHE. � Regulatory Services Thomas F. Geiler,Director P KAn Public Health Division 9$ iGg9. ,0�' '°JEa re�►'�" Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-8624644 Fax: 508-790-6304 Application Fee: $100.00 ASSESSORS MAP AND PARCEL NO. , DATE APPLICATION FOR PERMIT TO STORE AND/OR UTILIZE MORE THAN III GALLONS OF HAZARDOUS MATERIALS FULL NAME OF APPLICANT �'ft�2%� Z �IlAjj5-Te,>a. NAME OF ESTABLISHMENT ADDRESS OF ESTABLISHMENT � v-r� .TELEPHONE NUMBER O "7 75 - %/L. w SOLE OWNER: /YES NO IF APPLICANT IS A PARTNERSHIP,FULL NAME AND HOME ADDRESS+ ALL w PARTNERS: zn w N C"' {*1 IF APPLICANT IS A CORPORATION: FEDERAL IDENTIFICATION NO. 01- --0' ,3101J STATE OF INCORPORATION 1JA//z- FULL NAME AND HOME ADDRESS OF: PRESIDENT 7/6'fR/CO L �vi,�GT/l. ' lj 14)miAisr TREASURER �Am E ,6Au sF T/L //0 Z ,5ZALERK c:vsW Ah, 4) p/a g SIGNA F A//P,PLICANT C RESTRICTIONS: HOME ADDRESS �,3 A4"tQ a Jay. HOME TELEPHONE 9 �,99V-73 7—7 V91) 1 Number Fee 173 THE COMMONWEALTH OF MASSACHUSETTS $1oo.00 Town of Barnstable Board of Health This is to Certify that Auto Zone 332 Rte. 28,MA 02601 Is Hereby Granted a License FOR: STORING OR HANDLING 111 GALLONS OR MORE OF HAZARDOUS MATERIALS. ------------------------------------------------------------------------------------------------------------------------------------------------------------ - ----------------------------------------------------------------------------------------------------------------------------------------------------------- This license is granted in conformity with the Statutes and ordinances relating there to, and and expires June 31, 2008 unless sooner suspended or revoked. ---------------------------------------- WAYNE MILLER,M.D.,CHAIRMAN SUMNER KAUFMAN,M.S.P.H. 5/31/2007 PAULJ. CANNIFF,D.M.D. THOMAS A.MCKEAN,R.S.,CHO Director of Public Health Town of Barnstable Regulatory Services �, 0 Thomas F. Geiler,Director " ` SS. Public Health Division 039. 1�� Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Application Fee: $100.00 ASSESSORS MAP AND PARCEL NO. DATE APPLICATION FOR PERMIT TO STORE AND/OR UTILIZE MORE THAN 111 GALLONS OF HAZARDOUS MATERIALS FULL NAME OF APPLICANT Ur yen 131a;r NAME OF ESTABLISHMENT fluty Zow *51 V O ro ADDRESS OF ESTABLISHMENT 33 Ro%itc-a ir Can) TELEPHONE NUMBER $OS�- 771 ?373 M SOLE OWNER: YES ? _NO IF APPLICANT IS A PARTNERSHIP,FULL NAME AND HOME ADDRESS OF ALL PARTNERS: IF APPLICANT IS A CORPORATION: FEDERAL IDENTIFICATION NO. •?'/�/d d 0%�{ STATE OF INCORPORATION Ncws�rseu FULL NAME AND HOME ADDRESS OF: PRESIDENT Gill Rhodes I a 3 Soutl, Fc oc)-r S+. Memek-,(S 1 ki 39-103 TREASURER_13cie,r CojNpbe'U •� CLERK qc^,,l C-r1dst-,,t1n •i SIGNATURE OF APPLICANT RESTRICTIONS: HOME ADDRESS l)epT S,190, /.2.3 S.FruarS-t 4e�r»� a 7N3 1e HOME TELEPHONE# %61- 7V1 7 AutoZone, Inc. Environmental Business Plan AutoZone's commitment to safety and the environment AutoZoners take personal pride in our commitment to safety and the environment. AutoZoners managers place primary importance on providing AutoZoners with a safe workplace and customers with a safe place to shop. All AutoZoners receive specific training on hazard communications, safety equipment, hazardous situations, first aid and emergency procedures. The training not only focuses on personal protection but also motivates each AutoZoner to use good safety practices throughout the entire store and parking lot. AutoZone's commitment to customer satisfaction includes taking care of the environment by responsibly handling chemicals. AutoZone Safety Dept. carefully evaluates the fire and health risks associated with each chemical product. We also make sure to comply with federal and local fire codes and environmental standards for the presentation, storage and distribution of chemical products. AutoZoners handle each chemical product as indicated by the MSDS or package instructions. AutoZone provides safety information sources like 3E and supplies safety and spill response equipment to each store so we can safely respond to chemical emergencies. The following Environmental Business Plan provides AutoZone's policies and guidelines for handling chemicals and responding to emergencies. Additional Information Comprehensive guides to our Used Oil Recycling Program, including orphan material issues, as well as our Used Battery Recycling Program are attached to this Environmental Business Plan. Environmental Business Plan ©2003 AutoZone, Inc. All Rights Reserved 1 Emergency response In the workplace, AutoZone employees could face two possible emergency scenarios. These potential dangers are from fire and chemical spills. Through proper training of AutoZone employees, AutoZone is committed to the prevention of emergency situations that may place the lives of AutoZoners and customers in danger. However, if an emergency should happen, an emergency action plan can be found in the store's office. This plan will have emergency phone numbers and instructions to be followed in the event of an emergency. Fire All fires, no matter how small should be treated as if the fire has the potential to grow and expand beyond control. The store will be evacuated until the fire is extinguished and the ALL CLEAR has been given. Small fires will be controlled, using ABC fire extinguishers, by shooting short bursts of the extinguishing agent at the base of the fire. All AutoZoners are trained on an annual basis on how to use the provided extinguishers in the store. In the event of a large fire, a member of management will evacuate the store and direct everyone to the assembly area if necessary. The manager, once the store has been evacuated, will notify local authorities, including the fire department and other emergency agencies, as . needed. The Safety Dept. will be contacted immediately after the store is evacuated and emergency agencies notified. Small chemical spills (Less than 2 gallons) Any chemical spill can be dangerous. Therefore using the appropriate PPE (Personnel Protection Equipment) and the correct response material is important. Small chemical spills will be cleaned up with absorbent materials (oil dry or soda ash) using proper protective clothing (rubber gloves, splash goggles, and acid- resistant apron). AutoZone management must attempt to prevent any material or waste from reaching drains or soil. Once completely absorbed, sweep the material into a trash bag (same day process). The Safety Dept. should be contacted immediately for disposal methods. (if after hours, contact 3E at 800- 360-3220.) They will provide information on how to dispose of the spill properly. NOTE: AutoZoners will evacuate the building if any vapors, strange odor, or any extreme medical condition is experienced Large spills (More than 2 gallons) In the event that a large amount of a chemical is released, management will ensure that the store is evacuated of all customers and all AutoZoners not trained or other wise engaged in the clean up process. All AutoZone employees will wear the proper PPE while cleaning up or containing the movement of the spill. AutoZone management will attempt to prevent any material or waste from Environmental Business Plan ©2003 AutoZone,Inc. All Rights Reserved 2 reaching drains or soil using absorbent to dike or contain the movement of the material. The Safety Dept. will be contacted immediately for the proper disposal methods or instructions. (If after hours, contact 3E at 800-360-3220.) They will provide information on how to dispose of the spill properly. The manager will notify local authorities, including the fire department and other emergency agencies, as needed. NOTE: Once again AutoZoners will evacuate the building if any vapors, strange odor, or any extreme medical condition is experienced Store evacuation In the event that the store needs to be evacuated due to a fire, chemical spill or other emergency situation, the manager will direct everyone out of the store and to the assembly area. The evacuation routes are on the Emergency Action Plan procedure diagram posted in the store's office. The manager will call the appropriate emergency agencies and account for all AutoZoners in the assembly area. ��as��iA�to�crage s e �lr t�e�e e s li As rc �z faun t� ® i �st- cr Cedaures ll a 'so laote�c ie � g ,tr o :� ' awls tc sst Alarm Central Station Alarm Central Station is AutoZoners in-house monitoring system that reports all emergencies after hours. Alarm Central Station is located in the SSC, and the emergency contact number is(800) 313-9693. AutoZoner training All AutoZoners participate in the AutoZone Safety Specialist Program. They're trained about AutoZone's commitment to safety policies and programs. Each AutoZoner receives training in hazard communication, safety equipment, recycling programs, hazardous situations, safe-lifting techniques, first aid and emergency procedures. AutoZoners are initially trained as new hires and participate in refresher training annually. The length of each training course varies from 30 to 40 minutes. Training is performed in the following areas: • Proper procedures for storing, handling and labeling hazardous waste • Proper use of 3E's services Environmental Business Plan ©2003 AutoZone, Inc. All Rights Reserved 3 • Proper procedures for keeping records using 3E • Instruction in the Written Hazard Communication Program, including reviewing MSDSs and safety procedures for materials • Review of the emergency action plans • Coordination of emergency action plans with your local fire department, paramedics and cleanup contractors through 3E • Monthly inspection and maintenance of safety equipment (including fire extinguishers and eyewash stations) • Training on the proper use of fire extinguishers • Review of the Emergency Action Plan and store management's responsibilities in an emergency Prevention AutoZone collects used oil as a service to our customers and as a commitment to the environment. AutoZone provides a 120-220 gallon portable tank wagon approved for this type of storage. The tank is generally kept in the back room of each store near the loading area. The tank is double-walled to prevent leaks or spills and provides 110% secondary containment. AutoZone uses Safety-Kleen Corp. or Asbury Environmental to remove and recycle the used oil when needed by each store. (Manifests are maintained in the store's office filing system for up to three (3) years. Each container of used oil collected from the customer should be inspected for contamination before pouring it into the tank. The tank should also be periodically inspected for damage, contamination, or leaks. AutoZone also collects core batteries as a service to customers. Proper disposal of core batteries also protects our environment from the release of harmful acid. The batteries contain dilute sulfuric acid that can cause serious harm if it comes in contact with the eyes or skin. When accepting the battery for recycling, the AutoZoners inspects the battery for leaks before handling it. If the battery is not leaking or damaged, the battery is then placed on the pallet in a specific battery storage area. If the battery is damaged or leaking, the battery is allowed to completely empty its leaking contents into a bucket before placing it on a pallet to be shipped to the distribution center. The acidic fluids in the bucket are then neutralized, using soda ash, and disposed of properly. (PPE must be worn during this process.) Mitigation and abatement (containment procedures) 410,A,a , o ild��q c l c e f e fie o f ©fr 5ne s Ito k e tcfi s a1 <The 3' - ��i/,,✓ �r-s r ' r y � v � � 6te, If an evacuation is necessary or if the spill is outside of the store, the manager will refer to the evacuation procedures posted in the manager's office and contact the following: Environmental Business Plan ©2003 AutoZone,Inc. All Rights Reserved 4 • District manager See telephone directory • Regional manager See telephone directory • Regional maintenance manager See telephone directory • Jim Davis, AutoZone Safety Manager 901-495-7240 • Environmental Specialist 901-495-7217 If further assistance is needed, contact the following: • Local fire department, police and ambulance 911 • Poison control See emergency telephone card Members of management should be prepared to provide the following information on the phone: • The store's name and address • His or her name and title • The,location of the spill • The product and amount that was spilled • The extent of any injuries • The current risks to people or the environment if known • The location of all AutoZoners and other people in the store at the time of the spill rlsi ,ess�s 4,,:` ate o elan If evacuation isn't necessary, the manager will: • Contact 3E at (800) 36063220, and follow their instructions. • If necessary, seal off all floor drains near the spill using plastic trash bags and oil absorbent. • Prevent access to the spill area except for those involved in the cleanup. Disposal of Recycled Wastes Safety Kleen (used oil) (800) 545-3520 Johnson Controls SSC Onsite equipment The following supplies for emergency response are available in all AutoZone stores: • Four 40-pound bags of oil absorbent • Splash goggles • One 25-pound bucket of soda ash • Acid-resistant apron • Mops and buckets • Acid resistant rubber gloves • Paper towels and shop towels • Fire extinguishers • First-aid kit Environmental Business Plan ©2003 A • 30-gallon plastic drum (trash can) • Plastic trash bags • Safety glasses Used Fluid Recycling 1. When a customer brings used motor oil to the store DIY customers may bring in up to 5 gallons of used fluid per visit. If a customer has slightly more than 5 gallons, accept the fluid, but register the quantity in the Used Oil Log in your computer. • Fluid is defined as motor oil, transmission fluid and gear oil. 2. Ask the customer if he or she added anything to the fluid. Explain you can't accept fluid that contains: carburetor cleaner bleach antifreeze gasoline/kerosine paint or varish solvent or thinner 3. Examine the fluid. If you can see into the container, look for water, paint chips, fluid that isn't black or dark brown or fluid that's separated into more than one layer. If the fluid is contaminated, return the container to the customer, and politely explain that the fluid can't be recycled because it's contaminated. Direct them to contact their local Fire Dept. or Public Works Dept. for disposal information. �Y���� ot��ee�; e�✓fie nta�rer, �s I e �flt�td evade �t'�t�71Tt�atl � pa '��b'e ;y�cle �Fb use t� ritar�rn ��I is o� ar�,ta ���ei%r„`.�cad 4. Enter the information on WITT JR. • Enter the customer's phone number, first name, last name, address and the quantity of fluid he or she is recycling. 5. Take the container to the recycling tank, and slowly pour the contents into the tank. • Only trained AutoZoners (NOT customers) can transfer fluids into the tank. • After transferring fluids, wash your hands with soap and water. Environmental Business Plan ©2003 AutoZone, Inc. All Rights Reserved 6 s °� tame ��f� �� y✓,�� � �' � uc � ,ate �� � ,�� p � � M e ;'117 Aer -' o pan RON Telephone: (800.) 545-3520 Monday— Friday 8 a.m. to 6 p.m. EST Remember—only Safety Kleen or its subsidiary can collect used fluid from your fluid storage container. • When Safety Kleen arrives, the driver may test the tank for unacceptable materials. If the driver thinks the tank is contaminated, he or she can refuse to pick up the oil. If this happens, call the AutoZone Environmental Specialist at ext. 7217. Used Battery Recycling When a customer brings an old battery into the store, follow these procedures: 1. Examine the battery for leaks or damages. 2. Log the battery on WITT-JR. as a core return. Environmental Business Plan ©2003 AutoZone, Inc. All Rights Reserved 7 3. Wear proper protective equipment (eye protection and battery gloves) when handling batteries. 4. Check again for leaks or damages before placing the battery posts are turned away from each other to avoid contact. 5. When you place the battery on the pallet, make sure the battery posts are turned away from each other to avoid contact. Battery Storage Procedures • Stack used batteries on a pallet, and keep it in the back room. • Load these batteries on the truck on delivery day to be returned to the DC. Follow these steps when returning batteries: - Stack batteries no more than two layers high on pallet. - Stack the batteries with all of the side posts facing in and not touching each other. Touching side posts can spark and create a fire. - Completely fill the first layer before starting the second layer. - When the first layer is full, count the batteries. Place a wafer board on the first layer. Write the first layer's quantity on the corner of the wafer board before starting the second layer. - After filling the second layer, count and record the total number of batteries. - Wrap the battery pallet securely. - Place a 4-inch "corrosive" label on the pallet. - Record the total number of batteries and the amount being returned in pounds (36 multiplied by the number of batteries) on the bill of lading. Never estimate the number of batteries. Battery Acid Spill When you have a battery spill, follow these procedures: • Wear proper protective equipment (eye protection and battery gloves) when handling batteries. Batteries contain diluted sulfuric acid. Avoid contact with the skin and especially the eyes. • Spread a layer of soda ash over the spill to neutralize the acid. • Contact 3E immediately at (800) 360-3220 for disposal procedures. Environmental Business Plan ©2003 AutoZone, Inc. All Rights Reserved 8 . i Procedures are posted at each battery charging station for how to clean up battery overflow and spilled battery contents. Orphan Oil As an AutoZone employee you might have to deal with the problem of containers that have been abandoned, that contain materials that AutoZone does not recycle. This material is referred to as Orphan Material. Orphan Material is defined as any fluid that a customer leaves without registering it. Upon discovery of Orphan Material • Check the fluid. • Do not touch or smell the material because you do not know what is in the container. • Determine, if possible, what the material inside the container is. • If it is oil, and it is not contaminated and five gallons or less then you can pour it into the tank. • If the material is contaminated, more then five gallons of oil or if you are unsure set it aside and call the District Manager assigned to your store. Then call the Environmental Specialist at Ext: 7217. • Ensure that the container is not leaking and the lid is on tight as to prevent any spilling of the material. • Place the material in a safe area out of the way of daily operations. Even though AutoZone does not accept material abandoned, the store will be liable for any accidents that happen with the material on its property. That is why it is important to arrange for the disposal of the material as soon as it is discovered. I I Environmental Business Plan ©2003 AutoZone, Inc. All Rights Reserved 9 First Aid Use these first-aid techniques if anyone in your store is exposed to used battery fluid: Eyes: Hold eyelids open, and immediately rinse with cool, running water for at least 15 minutes. Seek medical attention after rinsing. Skin: Thoroughly wash affected area with soap and water. If acid is splashed on clothing, remove and discard the clothing.,If acid is splashed on shoes, remove and discard shoes. If inhaled: If symptoms develop, immediately move the person away from the exposure and into fresh air.. Seek immediate medial attention. Keep the person warm and quiet. If ingested. Don't induce vomiting. See a doctor immediately. Environmental Business Plan ©2003 AutoZone, Inc. All Rights Reserved 10 Number Fee 1030 THE COMMONWEALTH OF MASSACHUSETTS $loo.00 Town of Barnstable Board of Health This is to Certify that Ford of Hyannis 332 Falmouth Rd., Hyannis,MA 02601 Is Hereby Granted a License FOR: STORING OR HANDLING 111 GALLONS OR MORE OF HAZARDOUS MATERIALS. -------- ---- ------ ------- -- ------- -- ------ --- - ------ ---- ------- ---- - --- ------ ------- b\� ----------------------------------------- ---------------------------------------------------------------------------- This license is granted in conformity with the Statutes and ordinances relating there to, and and expires June 30, 2009 unless sooner suspended or revoked. ---------------------------------------- WAYNE MILLER,M.D.,CHAIRMAN PAUL J.CANNIFF,D.M.D. 07/01/08 JUNICHI SAWAYANAGI THOMAS A. MCKEAN,R.S.,CHO Director of Public Health r ,may Town of Barnstable Barnstable IKIE Aegulatory Services Department o ;eriea C-i • Public Health Division BARNSTABLE, ' 9cb , `0� 200 Main Street,Hyannis MA 02601 2007 Office: 508-862-4644 Thomas F:Geiler,Director FAX: 508-790-6304 Thomas A.McKean,CHO Application Fee: $100.00 ASSESSORS MAP AND PARCEL NO. J�3 0/0 DATE APPLICATION FOR PERMIT TO STORE AND/OR UTILIZE MORE THAN III GALLONS OF HAZARDOUS MATERIALS FULL NAME OF APPLICANT Z NAME OF ESTABLISHMENT ODD kll'5 L 7 ADDRESS OF ESTABLISHMENT 7 TELEPHONE NUMBER U5a(I-775 SOLE OWNER: YES ENO IF APPLICANT IS A PARTNERSHIP,FULL NAME AND HOME ADDRESS OF ALL PARTNERS: IF APPLICANT IS A CORPORATION: FEDERAL IDENTIFICATION NO. �5/-QK3 ql) STATE OF INCORPORATION FULL NAME AND HOME ADD SS OF: PRESIDENT 71CI<&,0 /_ kll l6-iyj �J A)JAs,u 1 G%5 iLd--1 L`�Aii 42/GNPAA, TREASURER �Am�S. - MSC-16,F.. -2. Ile.? -/c7LegWALN-St. L5FI AjAr-lam /na• CLERK /h, T� J2 _ M e i,9,t57 a' L_ SIGNATLMEOCPPLICANT /) c RESTRICTIONS: HOME ADDRESS /n, `�'o /lCui U� its,m HOME TELEPHONE# Q:\Hazmat\Haz Mat Application2008.DOC Number Fee 1030 THE COMMONWEALTH OF MASSACHUSETTS $100.00 Town of Barnstable Board of Health This is to Certify that Balise Ford . 322 Falmouth Rd., Hyannis,MA 02601 Is Hereby Granted a License FOR: STORING OR HANDLING 111 GALLONS OR MORE OF HAZARDOUS MATERIALS. _... -- --- ... - - ---- ----..----• ---- -- This license is granted in conformity with the Statutes and ordinances relating there to, and and expires 6/30/2011 unless sooner suspended or revoked. WAYNE MILLER, M.D.,CHAIRMAN PAUL J.CANNIFF,D.M.D. 6/30/2010 JUNICHI SAWAYANAGI A. MCKEAN, R.S.,CHO yDirector of Public Health —~-----------_-—-- e� • 4 Town of Barnstable �0F1ME Tp Regulatory Services P Thomas F. Geder, Director • ' BARNnABLE, MASS. a Public Health Division va° 1639 `gym ArEoM A' Thomas McKean, Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6 iO4 Application Fee: $100.00 ASSESSORS MAP AND PARCEL NO. / 3 /Q DATE La/w m - APPLICATION FOR PERMIT TO STORE AND/OR UTILIZE MORE THAN 111 GALLONS OF HAZARDOUS MATERIALS FULL NAME OF APPLICANT V A1ME'6 6,41-1,51C , NAME OF ESTABLISHMENT IlYk04J1,5 'liuG ADDRESS OF ESTABLISHMENT \�R3o� �i9�i►1 D uTlf /7�//���u�s ; O�U/ • TELEPHONE NUMBER SOLE OWNER: YES ✓<0 IF APPLICANT IS A PARTNERSHIP,FULL NAME AND HOME ADDRESS OF'AI:L PARTNERS: IF APPLICANT IS A CORPORATION: FEDERAL IDENTIFICATION NO. ��I-� 3 STATE OF INCORPORATION ��qI AiLrs FULL NAME AND HOME ADDRESS OF: PRESIDENT /ri 5 c5ts v�L, 7 LvE i�L�O — rra,j _ TREASURER /YVj7V �u4 /OFf� CLERK • SIGNATURE OF APPLICANT RESTRICTIONS: HOME ADD S [,� S`T. . S?,4— .�) HOME TELEPHONE # In4 Haz.dochcp/q /O� BALISE AUTO SALES • HAZARDOUS WASTE SPELL CONTAINMENT PLAN Fire and Police Department or Ambulance: 911 Hazardous-Waste Emergency Coordinators: Service Manager Alternative Hazardous Waste Coordinator Parts Manager If possible,Emergency Coordinator should first contact one of the personnel listed below and/or our Hazardous Waste Transporter before calling one of the numbers to report a release, spill or leak which may threaten human life or the environment: PERSONNEL TO BE NOTIFIED: Work Cell Home David White General Manager 508-568-3810 678-367-5905 Jim Demas Facility Director 413-735-1003 413-348-8689 413-781-1548 Stephen W. Fitts I Risk Manager 1 413-735-1047 1 413-374-1664 1 413-567-9534 Steven Mitus CFO 413-735-1001 413-530-4429 413-530-4429 • Hazardous Waste Consultant: Fred Ramos 508-245-4267 Smith&Lamountain Hazardous Waste Transporter Safety-Kleen Spill Contractor: 888-375-5336 EPA Transporter#CTD021816889 Hazardous Waste Spill Kits are maintained in the facilities Parts Department. Fire and Police Department or Ambulance 911 EPA New England 888-372-7341 EPA National Response Center 800-424-8802 EPA Hazardous Waste Super Fund Hot Line 800424-9346 VnD DA DrVY"TT ADC nU DT ANT DIVVI'D WA 1 V-1 Al\11v V Lrfl\IJ Vl' 1 • i\ 1\ 1-1:Jl\ 1 V. Hazardous Waste Contingency Plan on Balise Intranet under Risk Management • HAZARDOUS WASTE CONTINGENCY PLAN The following is our written contingency plan for each site, designed to prevent and minimize hazards to public health or to the environment from fires, explosions, spills or any other unplanned_release of hazardous waste to the air, soil,_surface or ground water. Plans have been prepared for each site and will be administered by the Emergency Coordinator. FIRE RESPONSE Use of Fire Extin iuhers. In the event that a fire does start, associates may respond with ABC-rated dry chemical fire extinguishers if the fire is small and they can approach it without endangering themselves. The location of the fire extinguishers is shown in the"Evacuation Plan". In such cases one associate should call the Fire Department (911) while others try to contain the fire. If associates are alone, they are instructed to call the Fire Department -- not to fight the fire. If associates determine that they can use the fire extinguishers without endangering themselves, they should remove the pin of the fire extinguisher, point the nozzle at the base of the flames, squeeze the handle and direct the output to sweep back and forth at the base of the flames. During this operation it is important to be alert so that the fire does not cut off the associates' escape route, and that their lives are not threatened by smoke inhalation. If either of these conditions seems possible, they are instructed to get out fast, and leave the fire fighting to the Fire Department. Generally, water is not effective in fighting flammable and combustible liquid fires. Gasoline and • oil float on water, so pouring water on this type of fire may actually spread the fire. Natural Gas Line. There is a gas line coming into a shut off and meter located in the outside of the building as shown in the"Evacuation Plan". In the event of fire or leaking gas the Emergency Coordinator should close this valve if it can be done without endangering themselves. Otherwise they should alert Fire Department and Gas Company workers. SPILL PREVENTION AND RESPONSE Initial response and reporting spills. If there is a leak, immediately stop the discharge if it can be done quickly and without risk. Notify the Hazardous Waste Emergency Coordinator at once (phone numbers for the Emergency Coordinator are under"Emergency Information"). Whenever the Emergency Coordinator determines that there is an imminent or actual emergency which could threaten public health, safety, welfare or the environment, they shall immediately: 1. Activate internal facility alarms or communications systems to notify all personnel. 2. Refer to section"Emergency Phone Numbers"-Hazardous Waste Contingency Plan 3. Notify local agencies with designated response roles if their help is needed. Gasoline, Solvent and Oil Spills. . If flammables are present, use only non-flammable tools and eliminate all sources of ignition. If the smell is very strong evacuate the area. Windows and doors may be opened to reduce odors, but do not turn on fans or other electrical equipment, unless they are explosion proof when flammables are involved. If there is a fire, don't open windows and doors, since the air will make the fire burn faster. For small spills pour ground clay(e.g. Speedi-Dri) around the spill, building a dike to prevent its spread. Pour additional ground clay on top of the spill. Remove or stop the source of the spill. Often this involves transferring material to an approved non-leaking container, such as DOT specification 17E closed head drum. In some cases it may be possible to tip a leaking drum on its side so that the hole is on the top. After the spill is stopped and absorbed, shovel the round clay into an approved container, such as DOT specification 17H open-head drum with a Hazardous Waste label filled out. Acid Spills. Electrical storage batteries are a potential source of sulfuric acid spills if dropped or otherwise damaged. Spilled acid from batteries is hazardous waste because it is corrosive, and also may contain toxic substances including lead and arsenic. WARNING: SULFURIC ACID CAN CAUSE SEVERE SKIN BURNS, AND BLINDNESS IN THE CASE OF EYE CONTACT! In case of contact with acids, first rinse skin for at least 5 minutes(15 minutes for eyes) with cold running water then go for medical help. There is an eye wash flushing station at each dealership. If someone else is present, then get medical help while rinsing continues. Large acid spills (more than a quart) can be confined by pouring a dike of ground clay around the spill. The subsequent clean up of a large spill should be left to professionals. Small acid spills can be neutralized with sodium bicarbonate (baking soda) or sodium carbonate (soda ash). Wear protective clothing including eye goggles since there will be bubbling and splashing. Apply soda by sprinkling the powder, or an aqueous soda solution, on the aid spill gradually. The neutralization process is exothermic(gives off heat). Diluting strong acid solutions with water also generates heat that can cause boiling and splashing. The bubbles of carbon dioxide gas evolved during neutralization are not flammable but acids coming in contact with some metals including zinc generate flammable hydrogen gas. Always make sure that there are no sources of ignition at any acid spill and that flammables are kept separate. When enough soda has been added to neutralize the acid, the bubbling will stop even if more soda is added. Neutralization should be checked by dipping a piece of pH paper in the liquid and comparing the color of the paper with the chart on the package of paper. A pH of 7 is completely neutral, but a reading of 6 or above is acceptable. Clean up the neutralized spill with a mop and place in approved labeled Hazardous Waste containers. A DOT specification 17H drum is acceptable if a heavy duty polyethylene liner is put in the drum first. Rinse the area with mop and water. The first rinse water should go into the drum also. If you are certain that the spill area has been fully neutralized (use pH paper as described above) subsequent rinses may be poured into the sewer. • • HAZARDOUS WASTE CONTINGENCY PLAN EQUIPMENT LIST Fire Extinguishers See"Evacuation Plan" Fire Blanket Service Area Eye Goggles Issue Baking Soda Parts Storage Rubber Gloves Tool Room Rubber/Plastic Apron Tool Room pH Paper . Service Manager Office First Aid Kit Service Area Hazardous Waste Labels Service Manager Office DOT 17E& 17H Drums Service Area Polyethylene drum liners Parts Storage Flash Light Service Manager Office Ground Clay Service Area Drum Wrench Tool Room Brooms Tool Room Non-Sparking Shovels Tool Room • Y f' Number Fee 1030 THE COMMONWEALTH OF MASSACHUSETTS $loo.00 Town of Barnstable Board of Health This is to Certify that Balise Ford 322 Falmouth Rd., Hyannis,JVA 02601 Is Hereby Granted a License FOR: STORING OR HANDLING 111 GALLONS OR MORE OF HAZARDOUS MATERIALS. -------------------------------------------------------------- ------ ------------------------------------------------------- ---------------------------- This license is granted in conformity with the Statutes and ordinances relating there to, and and expires 6/30/2010 unless sooner suspended or revoked. ---------------------------------------- WAYNE MILLER,M.D.,CHAIRMAN PAUL J.CANNIFF,D.M.D. 9/15/2009 JUNICHI SAWAYANAGI THOMAS A. MCKEAN,R.S.,CHO Director of Public Health r YOU WISH TO OPEN A BUSINESS? EYour Information: Business certificates[cost$30.00 for 4 years). A busin s certificate ONLY REGISTERS YOUR NAME in town(which must do by M.G.L.-it does not give you permission to operate.) Business Certificates are available at the Town Clerk'sOffrce, V FL.,367 n Street,Kyannis, MA 02601 (Town Hall) DATE: / r/ Q Fill in please: APPLICANT'S YOUR NAME/S. BUSINESS YOUR HOME ADDRESS: ��D - TELEPHONE # Home Telephone Number 11/43 NAME OF CORPORATION: O _ / NAME OF NEW BUSINESS TYPE DF BU MESS- &2-17� IS THIS A HOME OCCUPATION? YES NO /Lp ADDRESS OF BUSINESS L32! FA A L NUMBER , Q��' / (Assessing) When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST 00 TO 200 Main St. -[corner of Yarmouth Rd.&Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING COM NER'S OFFICE This individu I h ff—info f ny rmit requirements that pertain to this type of business. uthorized Signat e COMMENTS. D / 2. WARD OF HEALTH This individual has be n informed of t permit re Ciirernents that pertain to this type of business. MUST COMPLY WITH ALL "Au zed Signature '� ' COMMENTS: HAZARDOUS MATERIALS REGULATIONS 3. CONSUMER AFFAIRS)LICENSING AUTHORITY) This individual has been informed of the fcensing requirements that pertain to this type of business. Authorized Signature* COMMENTS: Number Fee 173 THE COMMONWEALTH OF MASSACHUSETTS $100.00 Town of Barnstable Board of Health This is to Certify that Auto Zone 332 Rte. 28, Hyannis,MA 02601 Is Hereby Granted a License FOR: STORING OR HANDLING 111 GALLONS OR MORE OF HAZARDOUS MATERIALS. ----------------------------------------------------------------------------------------------- ------------------------- -------------------------------------- ------------------------------------------------------------------------------------------------- ------------------------------- - ------------------------- This license is granted in conformity with the Statutes and ordinances relating there to, and and expires 6/30/2010 unless sooner suspended or revoked. ------------------- ------------------ WAYNE MILLER, M.D.,CHAIRMAN PAUL J.CANNIFF, D.M.D. 6/30/2009 JUNICHI SAWAYANAGI THOMAS A. MCKEAN,R.S.,CHO -_� Director of Public Health r Town of Barnstable '� H pFTME r� Regulatory Services P� •� Thomas F. Geiler, Director * BARNSTABLE, MASS. Public Health Division �p i639' �� ArFD 39. Thomas McKean, Director 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 NOTICE TO ALL BUSINESS OPERATORS WITH HAZARDOUS MATERIALS IN BARNSTABLE The Town of Barnstable Town Council adopted, Chapter 108: Hazardous • Materials, a requirement for each business operator to obtain an annual permit and to renut a fee of$100.00 if one-hundred and eleven (111) gallons or more of hazardous materials are stored, transported, utilized, and/or disposed of at a particular site. STEPS 1 — 2 - 3: 1. Please complete the attached application form 2. Include a copy of your contingency plan (to handle hazardous waste spills, etc.) 3. Submit the fee of$100.00 payable to the: Town of BarHstahle, MAIL all of the above to this office on or before June 30, 2009. A late charge of$10.00 will be assessed if payment is not received by July 1, 2009. Upon receipt of the fee and a completed application form, an inspection may be performed by the Hazardous Materials Specialist to complete the Hazardous Materials On-Site Inventory. A permit will be issued once the application, contingency plan and check are received. • Please feel free to view the above Code, Chapter 108: Hazardous Materials on the Town Website, www.town.barnstable.ma.us , which is located under the E-Code section if you should have any questions or concerns. Q:\Hazmat\14az Mat Permit Letter.DOC } ' Town of Barnstable Barnstable `"�I �Regulatory Services Department � ds"meicaCity Public Health Division RARNsrAHM MAS&• 9�A1639 ; * 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Thomas F.Geiler,Director FAX: 508-790-6304 Thomas A.McKean,CHO Application Fee: $100.00 ASSESSORS MAP AND PARCEL NO. DATE APPLICATION FOR PERMIT TO STORE AND/OR UTILIZE MORE THAN I II GALLONS OF HAZARDOUS MATERIALS FULL NAME OF APPLICANT NAME OF ESTABLISHMENT ADDRESS OF ESTABLISHMENO!2 R- a �V Cl.'c1�11`S • TELE PHONE NUMBER SOLE OWNER: ?\YES NO IF APPLICANT IS A PARTNERSHIP,FULL NAME AND HOME ADDRESS OF ALL PARTNERS: n IF APPLICANT IS A CORPORATION: FEDERAL IDENTIFICATION NO. l Lt S L[ STATE OF INCORPORATION 1 FULL NAME AND HOME ADDRESS OF: -� PRESIDENT TREASURER CLERK SIVNATIJRE OF APPLICANT • RESTRICTIONS: HOME ADDRESS (Q0, l .3 C_ 7 St-. HOME TELEPHONE # 1�6('`(4'S Q:\Hazrriat\Haz Mat Application2008.DOC Number Fee 1030 THE COMMONWEALTH OF MASSACHUSETTS $loo.00 Town of Barnstable Board of Health This is to Certify that Ford of Hyannis 332 Falmouth Rd., Hyannis,MA 02601 Is Hereby Granted a License FOR: STORING OR HANDLING 111 GALLONS OR MORE OF HAZARDOUS MATERIALS. -------------------- ------------------------------------------ ----------------------- -------- ---------------- --------------------------------- ---------------------------------------------------------- ---------------------- ----------------------------------------------------------------- This license is granted in conformity with the Statutes and ordinances relating there to, and and expires 6/30/2010 unless sooner suspended or revoked. -------------------------------- WAYNE MILLER,M.D.,CHAIRMAN PAUL J.CANNIFF;D.M.D. 6/30/2009 JUNICHI SAWAYANAGI THOMAS A. MCKEAN,R.S.,CHO Director of Public Health �w Town of Barnstable Barnstable Regulatory Services Department ABftmicaCft • Public Health Division RMLNSTABLE 9 ' 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Thomas F.Geiler,Director FAX: 508-790-6304 Thomas A.McKean,CHO Application pp Fee: a $100.00 ASSESSORS MAP AND PARCEL NO. d �3 0/0 DATE U�`/A 4 APPLICATION FOR PERMIT TO STORE AND/OR UTILIZE MORE THAN III GALLONS OF HAZARDOUS MATERIALS FULL NAME OF APPLICANT 1,/44& L OV-'n —14, NAME OF ESTABLISHMENT C1 / ADDRESS OF ESTABLISHMENT 5,32 �M UUY� �L . /7 /-4,4 OZ 0 TELEPHONE NUMBER O(� 775-may/Z_ SOLE OWNER: YES A O r_ 4 IF APPLICANT IS A PARTNERSHIP,FULL NAME AND HOME ADDRESS OF ALLY PARTNERS: -o ry •� IF APPLICANT IS A CORPORATION: FEDERAL IDENTIFICATION NO. . O 3 �'073 STATE OF INCORPORATION )AA, FULL NAM D HOME 'V C,SS OF: PRESIDENT ,C� In D TREASURER n S�G CLERK Wee- 1A Yqipz M46/D 8,T- • SIGNATURE�OFAPPLICAN�T RESTRICTIONS: HOME ADDRESS 5� r HOME TELEPHONE # Q:\Hazmat\Haz Mat Application2008.DOC r BALISE AUTO SALES • HAZARDOUS WASTE SPILL CONTAINMENT PLAN Fire and Police Department or Ambulance: 911 Hazardous Waste Emergency Coordinators: Service Manager Alternative Hazardous Waste Coordinator .Parts Manager If possible,Emergency Coordinator should first contact one of the personnel listed below and/or our Hazardous Waste Transporter before calling one of the numbers to report a release,spill or leak which may threaten human life or the environment: PERSONNEL TO BE NOTIFIED: Work Cell Home Richard Covington Ford of Hyannis 800-561-5835 508-737-2980 Edward Kardon Nissan/Hyundai 508-771-3636 267-784-2555 Jim Demas Facility Director 413-735-1003 413-348-8689 413-781-1548 Stephen Fitts Risk Manager 413-735-1047 413-374-1664 413-567-9534 • Steven Mitus CFO 413-735-1001 413-530-4429 413-5304429 MS Hazardous Waste Consultant: Kristen Perkins Ct`iS 508-8244939 �� John Furrh Associates pcF�C'R. f►� YL: Hazardous Waste Transporter Safety-Kleenp Spill Contractor: 888-375-5336 EPA Transporter#CTD021816889 Hazardous Waste Spill Kits are maintained in the facilities Parts Department. Fire and Police Department.or Ambulance 911 EPA New England 888-372-7341 EPA National Response Center 800-424-8802 EPA Hazardous Waste Super Fund Hot Line 800424-9346 FOR PARTICULARS OF PLAN REFER TO: Hazardous Waste Contingency Plan r HAZARDOUS WASTE CONTINGENCY PLAN The following is our written contingency plan for each site, designed to prevent and minimize hazards to public health or to the environment from fires, explosions, spills or any other unplanned release of hazardous waste to the air, soil, surface or ground water. Plans have been prepared for each site and will be administered by the Emergency Coordinator. FIRE RESPONSE Use of Fire Extinguishers. In the event that a fire does start, associates may respond with ABC-rated dry chemical fire extinguishers if the fire is small and they can approach it without endangering themselves. The location of the fire extinguishers is shown in the "Evacuation Plan". In such cases one associate should call the Fire Department(911)while others try to contain the fire. If associates are alone, they are instructed to call the Fire Department--not to fight the fire. If associates determine that they can use the fire extinguishers without endangering themselves, they should remove the pin of the fire extinguisher,point the nozzle at the base of the flames, squeeze the handle and direct the output to sweep back and forth at the base of the flames. During this operation it is important to be alert so that the fire does not cut off the associates' escape route, and that their lives are not threatened by smoke inhalation. If either of these conditions seems possible,they are instructed to get out fast, and leave the fire fighting to the Fire Department. Generally, water is not effective in fighting flammable and combustible liquid fires. Gasoline and • oil float on water, so pouring water on this type of fire may actually spread the fire. Natural Gas Line. There is a gas line coming into a shut off and meter located in the outside of the building as shown in the"Evacuation Plan". In the event of fire or leaking gas the Emergency Coordinator should close this valve if it can be done without endangering themselves. Otherwise they should alert Fire Department and Gas.Company workers. SPILL PREVENTION AND RESPONSE Initial response and reporting_spills. If there is a leak, immediately stop the discharge if it can be done quickly and without risk. Notify the Hazardous Waste Emergency Coordinator at once (phone numbers for the Emergency Coordinator are under"Emergency Information"). Whenever the Emergency Coordinator determines that there is an imminent or actual emergency which could threaten public health, safety,welfare or the environment,they shall immediately: 1. Activate internal facility alarms or communications systems to notify all personnel. 2. Refer to section"Emergency Phone Numbers"-Hazardous Waste Contingency Plan 3. Notify local agencies with designated response roles if their help is needed. Gasoline, Solvent and Oil Spills. • If flammables are present,use only non-flammable tools and eliminate all sources of ignition. If the smell is very strong evacuate the area. Windows and doors may be opened to reduce odors, but do not turn on fans or other electrical equipment,unless they are explosion proof when flammables are involved..If there is a fire, don't open windows and doors, since the air will make the fire burn faster. For small spills pour ground clay(e.g. Speedi-Dri) around the spill, building a dike to prevent its spread. Pour additional ground clay on top of the spill. Remove or stop the source of the spill. Often this involves transferring material to an approved non-leaking container, such as DOT specification 17E closed head drum. In some cases it may be possible to tip a leaking drum on its side so that the hole is on the top. After the spill is stopped and absorbed, shovel the ground clay into an approved container, such as DOT specification 17H open-head drum with a Hazardous Waste label filled out. Acid Spills. Electrical storage batteries are a potential source of sulfuric acid spills if dropped or otherwise damaged. Spilled acid from batteries is hazardous waste because it is corrosive, and also may contain toxic substances including lead and arsenic. WARNING: SULFURIC ACID CAN CAUSE SEVERE SKIN BURNS,AND BLINDNESS IN THE CASE OF EYE CONTACT! In case of contact with acids, first rinse skin for at least 5 minutes (15 minutes for eyes)with cold running water then go for medical help. There is an eye wash flushing station at each dealership. If someone else is present,then get medical help while rinsing continues. Large acid spills (more than a quart) can be confined by pouring a dike of ground clay around the spill. The subsequent clean up of a large spill should be left to professionals. Small acid spills can be neutralized with sodium bicarbonate (baking soda) or sodium carbonate • (soda ash). Wear protective clothing including eye goggles since there will be bubbling and splashing. Apply soda by sprinkling the powder, or an aqueous soda solution, on the aid spill gradually. The neutralization process is exothermic (gives off heat). Diluting strong acid solutions with water also generates heat that can cause boiling and splashing. The bubbles of carbon dioxide gas evolved during neutralization are not flammable but acids coming in contact with some metals including zinc generate flammable hydrogen gas. Always make sure that there are no sources of ignition at any acid spill and that flammables are kept separate. When enough soda has been added to neutralize the acid,the bubbling will stop even if more soda is added. Neutralization should be checked by dipping a piece of pH paper in the liquid and comparing the color of the paper with the chart on the package of paper. A pH of 7 is completely neutral,but a reading of 6 or above is acceptable. Clean up the neutralized spill with a mop and place in approved labeled Hazardous Waste containers. A DOT specification 17H drum is acceptable if a heavy duty polyethylene liner is put in the drum first. Rinse the area with mop and water. The first rinse water should go into the drum also. If you are certain that the spill area has been fully neutralized (use pH paper as described above) subsequent rinses may be poured into the sewer. • • HAZARDOUS WASTE CONTINGENCY PLAN EQUIPMENT LIST Item Description Location Fire Extinguishers See"Evacuation Plan" Fire Blanket Over Parts Tech Window Eye Goggles Issue Baking Soda Parts Storage Rubber Gloves Tool Room Rubber/Plastic Apron Tool Room pH Paper Service Manager Office First Aid Kit Service Area Hazardous Waste Labels. Service Manager Office DOT 17E & 17H Drums Service Area Polyethylene drum liners Parts Storage Flash Light Service Manager Office Ground Clay Service Area Drum Wrench Tool Room Brooms Tool Room Non-Sparking Shovels Tool Room l Town of Barnstable \ °Ft rq,tti Regulatory Services Thomas F. Geiler, Director ' MASS. ' Public Health Division 9 MASS. 1639• ♦0 '°lFc nor•+°' Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Application Fee: $100.00 ASSESSORS MAP AND PARCEL NO. DATE APPLICATION FOR PERMIT TO STORE AND/OR UTILIZE MORE THAN 111 GALLONS OF HAZARDOUS MATERIALS FULL NAME OF APPLICANT O NAME OF ESTABLISHMENT O Xb o tj ,S p G- ADDRESS OF ESTABLISHMENT O rqL h Oab 0I TELEPHONE NUMBER ��g S- SOLE OWNER: YES , NO IF APPLICANT IS A PARTNERSHIP,FULL NAME AND HOME ADDRESS OF ALL PARTNERS: IF APPLICANT IS A CORPORATION: FEDERAL IDENTIFICATION NO. D — 3 3 STATE OF INCORPORATION D eL AW A k C FULL NAME AP HOMI� RESS OF;^ PRESIDENT 0 1-� l� J 3� ' CR. AL 6 'P.o- -IRF.ASURE—RA OJc W9 E�. /11• 6r I. Noepo ko o o -w r3 0 to A A OPS37 SIGNLATURE OFF -PP CANT RESTRICTIONS: HOME ADDRESS �f w e 5/SAS r � HOME TELEPHONE# D Haz.doc/wp/q Number Fee 173 THE COMMONWEALTH OF MASSACHUSETTS $150.00 Town of Barnstable Board of Health This is to Certify that Auto Zone #5160 .-------------------------------------------------------------------------------------------------------------------------------- 332 Falmouth Rd/Route 28, Hyannis, MA .----------------------------------------------------------------------------------------------------------------------------------------------------------------------- Is Hereby Granted a License For: Storing or Handling 500 gallons or more of Hazardous Materials. ------------- ------------------------- ---------------------------------------------------------------------------------------------------------------------------- Restrictions: ..-----------------------------------------------------------------------------------------------------------------------------------------------------------------. This license is granted in conformity with the Statutes and ordinances relating there to, and expires 06/30/2021 unless sooner suspended or revoked. ------------------------------------ JOHN NORMAN DONALD A.GUADAGNOLI,M.D. 07/01/2020 PAUL J.CANNIFF, D.M.D. THOMAS A.MCKEAN, R.S.,CHO Director of Public Health r...' . • ''' Town of Barnstable Inspectional Services BARNS], BLE �TNE Tq� Lures 6 MW3enOe WL_—.'OnM a W Public Health Division"""_�°39-201 "��°�"�`F p 1639-2014� 1 BAM MT/', Thomas McKean, DirectorhUm 1639 200 Main Street Hyannis,MA 02601 � r*� Office: 508-862-4644 Fax: 508, 0-6304 oi. APPLICATION FOR PERMIT TO STORE AND/OR UTILIZE HAZARDOUS MATERIALS IN ACCORDANCE WITH THE TOWN OF BARNSTABLE GENERAL ORDINANCE,CHAPTER 108, HAZARDOUS MATERIALS,ALL BUSINESSES THAT HANDLE OR STORE HAZARDOUS MATERIALS GREATER THAN HOUSEHOLD QUANTITIES ARE REQUIRED TO OBTAIN AN ANNUAL PERMIT(RUNS JULY 1 st—JUNE 30th). APPLICATION FEES CATEGORY 1 PERMIT 26— 110 Gallons: $ 50.00 ❑ CATEGORY 2 PERMIT 111 —499 Gallons: $125.00 ❑ CATEGORY 3 PERMIT 500 or more Gallons: $150.00 El Gh *A late charge of$10 00 will be assessed if payment is not received by July 1st. DO`.- 1. ASSESSOR'S MAP AND PARCEL NO. 2. IS THIS A PERMIT RENEWAL? "/ YES_NO. IF YES,SKIP QUESTION 3. 3. FOR ALL NEW PERMIT APPLICATIONS,INDICATE WHETHER BUSINESS HAS ZONING/BUILDING APPROVAL FOR HAZARDOUS MATERIALS STORAGE/USE OF GREATER THAN HOUSEHOLD Q1VANTITIES(25 GALLONS)? YES NO. 4. FULL NAME OF APPLICANT:. _J\���-tJ r ja �hlo 5. NAME OF ESTABLISHMENT: Zolge /l�1 6. ADDRESS OF ESTABLISHMENT: 7. MAILING ADDRESS(IF DIFFERENT FROM ABOVE:` • �` `� IJ 8. TELEPHONE NUMBE OF ESTABLISHMENT: 1-jUU� 7i— 757� �`� 9. EMAIL ADDRESS: 10. SOLEOWNER: YES NO IF NO,NAME OF PARTNER: 11. FULL NAME,HOME ADD SS, TELEPHONE#OF: CORPORATION NAME PRESIDEN tf TREASURER CLERK 12. IF PREPARED BY OUTSIDE PARTY: NAME: �— TELEPHONE#: COMPANY ADDRESS EMAIL: SIGNATURE OF APPLICANTkQ 411&4j2hl 10AfiJE Q;\Application Forms\Haz Mat Appli Draft Jan2019.docx Number Fee 173 THE COMMONWEALTH OF MASSACHUSETTS $150.00 Town of Barnstable Board of Health This is to Certify that Auto Zone #5160 332 Route 28, Hyannis, MA Is Hereby Granted a License For: Storing or Handling 500 gallons or more of Hazardous Materials. This license is granted in conformity with the Statutes and ordinances relating there to,and and expires 06/30/2020 unless sooner suspended or revoked. - --- ---------- PAUL J.CANNIFF, D.M.D,CHAIRMAN DONALD A.GUADAGNOLI, M.D. 07/01/2019 JUNICHI SAWAYANAGI THOMAS A. MCKEAN, R.S.,CH() Director of Public Health �� 1 / 1 �• i Town of Barnstable BMW Inspectional Services BARNSTABLE MRNSfNB!E-CEYTEfI":lE•CO'UR•riYANxI_ WPSTC.454NS•t]S`EF' •v:iT 6WNSTtkE Public Health Division :E,�- 1�4 9BARNMBLE, Thomas McKean, Director 039 ♦0 200 Main Street, Hyannis, MA 02601 r—a Office: 508-862-4644 Fax: 508-790-6304 z:. �e �a4 APPLICATION FOR PERMIT TO STORE AND/OR UTILIZEh HAZARDOUS MATERIALS IN ACCORDANCE WITH THE TOWN OF BARNSTABLE GENERAL ORDINANCE, CHAPTER 108, HAZARDOUS MATERIALS,ALL BUSINESSES THAT HANDLE OR STORE HAZARDOUS MATERIALS GREATER THAN HOUSEHOLD QUANTITIES ARE REQUIRED TO OBTAIN AN ANNUAL PERMIT(RUNS JULY 1st-JUNE 30th). APPLICATION FEES CATEGORY 1 PERMIT 26— 110 Gallons: $ 50.00 ❑ CATEGORY 2 PERMIT 111 —499 Gallons: $125.00 ❑ CATEGORY 3 PERMIT 500 or more Gallons: $150.00 XV 1 f Ch4 *A late charge of$10.00 will be assessed if payment is not received by July 1st. �� 1. ASSESSOR'S MAP AND PARCEL NO. 2. IS THIS A PERMIT RENEWAL? ✓ YES_NO. IF YES, SKIP QUESTION 3. 3. FOR ALL NEW PERMIT APPLICATIONS, INDICATE WHETHER BUSINESS HAS ZONING/BUILDING APPROVAL FOR HAZARDOUS MATERIALS STORAGEIUSE OF • GREATER THAN HOUSEHOLD QUANTITIES (25 GALLONS)? YES NO. 4. FULL NAME OF APPLICANT: cab 5. NAME OF ESTABLISHMENT: ®®fi G �{(!� 6. ADDRESS OF ESTABLISHMENT: 7. MAILING ADDRESS (IF DIFFERENT FROM ABOVE: fi i S Tip !o 8. TELEPHONE NUMBER OF ESTABLISHMENT: 7 9. EMAIL ADDRESS:—dtfhotah, ,,, U)/,///?Ify7s doln 10. SOLEOWNER: YES NO IF NO,NAME OF PARTNER: 11. FULL NAME,HOME ADD S, TELEI E#OF: CORPORATION N M PRESIDENT TREASURER CLERK 12. IF PREPARED BY OUTSIDE PARTY: NAME: TELEPHONE#: • COMPANY ADDRESS EMAIL: SIGNATURE OF APPLICANT DATE Q\Application Forms�Haz Mat App Revised 09-10-18.docx Number Fee 173 THE COMMONWEALTH OF MASSACHUSETTS $150.00 Town of Barnstable Board of Health This is to Certify that Auto Zone #5160 332 Route 28, Hyannis, MA Is Hereby Granted a License For: Storing or Handling 500 gallons or more of Hazardous Materials. -------------------------------------------------------------------------------------------------------------------------------------------------------------------- This license is granted in conformity with the Statutes and ordinances relating there to, and and expires 06/30/2019 unless sooner suspended or revoked. ---------------------------------------- PAUL J.CANNIFF, D.M.D,CHAIRMAN DONALD A.GUADAGNOLI,M.D. 07/01/2018 JUNICHI SAWAYANAGI THOMAS A.MCKEAN,R.S.,CHO Director of Public Health s l� t lo wr of BVnsxable U 0� SNE a f eg atoty ervices Richard V. Scah, Director ' Public Health Division BARNSTABLE • ,•j j. BAftNSTACIF.CFffi9lYlLtE.mIVR•NYMRi15 ��� BAMMBM • Thomas McKean, Director ""�°V5M1S'° ""1•"� ^�� C KAM 1639�--772014 `� ----2001Vfain Street Hyariiis;MA-02G01------ - 1XI Office: 508-862-4644 Fax: 508-790-6304 APPLICATION FOR PERMIT TO STORE AND/OR UTILIZE HAZARDOUS MATERIALS r� IN ACCORDANCE WITH THE TOWN OF BARNSTABLE GENERAL ORDINANCE, CHAPTER 108, HAZARDOUS MATERIALS,ALL BUSINESSES THAT HANDLE OR STORE HAZARDOUS MATERIALS GREATER THAN HOUSEHOLD QUANTITIES ARE REQUIRED TO OBTAIN AN ANNUAL PERMIT(RUNS JULY 1 st—JUNE 30th). APPLICATION FEES CATEGORY 1 PERMIT 26— 110 Gallons: $ 50.00 ❑ CATEGORY 2 PERMIT 111 —499 Gallons: $125.00 ❑ CATEGORY 3 PERMIT 500 or more Gallons: $150.00 g V,5, *A late charge of$10.00 will be assessed if payment is not received by July 1st. 1. ASSESSOR'S MAP AND PARCEL NO. 2. IS THIS A PERMIT RENEWAL? ✓YES_NO. IF YES, SKIP QUESTION 3. 3. FOR ALL NEW PERMIT APPLICATIONS,INDICATE WHETHER BUSINESS HAS • ZONING/BUILDING APPROVAL FOR HAZARDOUS MATERIALS STORAGE/USE OF GREATER THAN HOUSEHOLD QUANTITIES (25 GALLONS)? YES NO. 4. FULL NAME OF APPLICANT: 5. NAME OF ESTABLISHMENT: &40zofe J-"4wo o 6. ADDRESS OF ESTABLISHMENT: 7. MAILING ADDRESS (IF DIFFERENT FROM ABOVE: ww. Q/ 8. TELEPHONE NUMBER OF ESTABLISHMENT: c568_ /?/ — 9. EMAIL ADDRESS: S°' a^es,Wo7&7e. Cafne- 10. SOLEOWNER: YES NO IF NO,NAME OF PARTNER: 11. FULL NAME,HOME ADD S,AND TELEPHONE#OF:r� CORPORATION NAME a�o Zone T / 3 -f'/Ong. i ° AJ q0/145:6,oa PRESIDENT i TREASURER CLERK 12. IF PREPARED BY OUTSIDE PARTY: NAME: TELEPHONE#: `— • COMPANY ADDRESS EMAIL: SIGNATURE OF APPLICANT GATE 1� Q:Wpplication FormSWAZMAT APP 2017 REVISED.docx I Number Fee 173 THE COMMONWEALTH OF MASSACHUSETTS $160.00 Town of Barnstable Board of Health This is to Certify that Auto Zone #5160 332 Route 28, Hyannis, MA Y Is Hereby Granted a License For: Storing or Handling 500 gallons or more of Hazardous Materials. ---------------------------------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------- This license is granted in conformity with the Statutes and ordinances relating there to,and and expires 06/30/2018 unless sooner suspended or revoked. ---------------------------------------- PAUL J.CANNIFF,D.M.D,CHAIRMAN DONALD A.GUADAGNOLI,M.D. 0710112017' JUNICHI SAWAYANAGI THOMAS A.MCKEAN,R.S.,CHO Director of Public Health Tow of Unstable 50/I l!e.2!�Regu�latoervices RECEIVE Richard V. Scali,Director j KWE Public Health DivisionUN 5 2017 BSTALE 6nRN5fAWEi[R tLLE.COAIL iSPABLE, XY«I:IS ` x,xsnr.•s F••us-esi:cwue•wsye<ansreo: Thomas McKean,Director 1639-2014r' 200 Main Street, Hyannis,MA 02601 - Office: 508-862-4644 �� Fax: 508-72-6304 APPLICATION FOR PERMIT TO STORE AND/OR UTILIZE HAZARDOUS MATERIALS IN ACCORDANCE WITH THE TOWN OF BARNSTABLE GENERAL ORDINANCE, CHAPTER 108, HAZARDOUS MATERIALS,ALL BUSINESSES THAT HANDLE OR STORE HAZARDOUS MATERIALS GREATER THAN HOUSEHOLD QUANTITIES ARE REQUIRED TO OBTAIN AN ANNUAL PERMIT(RUNS JULY 1 st-JUNE 3 Oth). APPLICATION FEES CATEGORY 1 PERMIT 26- 110 Gallons: $ 50.00 ❑ CATEGORY 2 PERMIT 111 -499 Gallons: $125.00 ❑ CATEGORY 3 PERMIT 500 or more Gallons: $150.00 X V•S - *A late charge of$10.00 will be assessed if payment is not received by July 1st. 1. ASSESSOR'S MAP AND PARCEL NO. 2.. IS THIS A PERMIT RENEWAL? ✓ YES_NO. IF YES, SKIP QUESTION 3. 3. FOR ALL NEW PERMIT APPLICATIONS,INDICATE WHETHER BUSINESS HAS ZONING/BUILDING APPROVAL FOR HAZARDOUS MATERIALS STORAGE/USE OF • GREATER THAN HOUSEHOLD QUANTITIES (25 GALLONS)? YES NO. 4. FULL NAME OF APPLICANT: Deb d fail) L ,..l 1 i A rns 5. NAME OF ESTABLISHMENT: &h 7a p e, C©V 6. ADDRESS OF ESTABLISHMENT: 3 t�ri(, 1•��.�InI S, // '� ��`��� 7. MAILING ADDRESS (IF DIFFERENT FROM ABOVE: 9. )Gfil-911 // I&�6 /S TA, 8. TELEPHONE NUMBER OF ESTABLISHMENT: 1�.� 79 / ' 7393 I 9. EMAIL ADDRESS: 10. SOLEOWNER: YES NO IF NO,NAME OF PARTNER: 11. FULL NAME,HOME ADDRESS,AND TELEPHONE#OF: CORPORATION NAME �- )7—one- , n o_, �/�l �9S�5�� PRESIDENT TREASURER CLERK 12. IF PREPARED BY OUTSIDE PARTY: NAME: TELEPHONE#: COMPANY ADDRESS EMAIL:O �7 A /J904 SIGNATURE OF APPLICANT ATE & Q:Applicaticn FormsOAZMAT APP 2017 REVIS D. ocx Number Fee 1081 THE COMMONWEALTH OF MASSACHUSETTS 1oo.00 Town of Barnstable Board of Health This is to Certify that Balise Nissan of Cape Cod 322 FALMOUTH ROAD, Hyannis, MA Is Hereby Granted a License FOR: STORING OR HANDLING 111 GALLONS OR MORE OF HAZARDOUS MATERIALS. ------------------------------------------------------------------------------------------------------------------------------------------------------------------ ----------------------------------------------------------------------------------------------------------------------------------------------------------------- This license is granted in conformity with the Statutes and ordinances relating there to, and and expires 6/30/2015 unless sooner suspended or revoked. ---------------------------------------- WAYNE MILLER,M.D.,CHAIRMAN PAUL J.CANNIFF, D.M.D. 6/30/2014 JUNICHI SAWAYANAGI THOMAS A.MCKEAN,R.S.,CHO Director of Public Health r N Town of Barnstable P4°FrnETq�� Regulatory Services Richard V. Scali, Director B"R" EX," Public Health Division 94j i639• � pTFp3.ys Thomas McKean, Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Application Fee: $100.00 �G3 ASSESSORS MAP AND PARCEL NO. /OZ 1 z 7 DATE A114 APPLICATION FOR PERMIT TO STORE AND/OR UTILIZE MORE THAN III GALLONS OF HAZARDOUS MATERIALS FULL NAME OF APPLICANT U/�/i r-5 6ALim , Jx, NAME OF ESTABLISHMENT —7)�L "kC� . ADDRESS OF ESTABLISHMENT TELEPHONE NUMBER O '! SOLE OWNER: YES NO IF APPLICANT IS A PARTNERSHIP,FULL NAME AND HOME ADDRESS OF ALL PARTNERS: IF APPLICANT IS A CORPORATION: FEDERAL IDENTIFICATION NO. STATE OF INCORPORATION FULL NAME AND HOME ADDRESS OF: PRESIDENT /J y M I TREASURER / V. CLERK SIGNATURE OF APPLICANT L RESTRICTIONS: HOME ADD AL � HOME TELEPHONE# Q\Application FormsUiAZAPP.DOC Falmouth Rd.Hyanni,. ``✓/off1?6 A b E f TOWN OF BARNSTABLE UNDERGROUND FUEL AND CHEMICAL STORAGE SYSTEMS NAME t^cl '� C I�D VE- % ARC 'IN C ADDRESS, F44\yip Z�- VILLAGE LOCATION OF TANKS: CAPACITY: TYPE OF FUEL AGE: TYPE: OR CHEMICAL (Give same information for any additional tanks on reverse side of card) DATE OF PURCHASE OF EACH: 1. 2. 3. 4. DATE OF FIRE DEPARTMENT PERMIT: TESTING CERTIFICATION SUBMITTED: 5zaa, PASSED DID NOT PASS SENDER: Complete items 1,2;3 and 4. 'n o Put your address n the"RETURN TO"space on the 3 reverse side. Failure to do this will prevent this card from W being retyrned to you.The return receipt fee will provid00 you the name of the person delivered to and the date of —� delivery. For additional fees the following services are C available. Consult postmaster for fees and check box(es) fo}}r��,,seervice(s) requested. 01 9' Show to whom,date and address of delivery; 00 2. ❑ Restricted Delivery. _ 3. Article Addressed to: Manager Mid-Cape Ford 332 Falmouth Rd. Hyannis, Ma. 02601 4. Type of Service: Article_Number I Registered ❑ Insured Certified ❑ COD ❑ Express Mall Always obtain signature of addressee or agent an DATE DELIVERED. O .5. Signature — A ressee O X m 6.Ai cwt A ent I N n c 77 aiefdf Delivery y D M S. Addressee's Address Y f d a fe paid) �SPO t UNITED STATES POSTAL SERVICE OFFICIAL BUSINESS SENDER INSTRUCTIONS u® Print your name,address,and ZIP Code in the ®p space below. e Complete kern$ 1,2,3,and 4 on the reverse. e Attach to front of article if space permits, PENALTY FOR PRIVATE ''otherwise affix to back of article. USE,$300 . • Endorse article"Return Receipt Requested" ad acent to number. h RETURN TOWN OF BARNSTABLE . TO BOARD OF HEALTH j (Name of Sender) I I I - o.end treet,Apt.,Suite,P.O.Box or R.D.No.) Hyannis, Ma, 02601 - 0534 (City,State,and ZIP Code) P 522 444 226 RECEIPT FOR CERTIFIED MAIL NO INSURANCE COVERAGE PROVIDED NOT FOR INTERNATIONAL MAIL (See Reverse) Manager sent to Mid-Cape Motor, Inc . s Street and No. 332 Falmouth Rd. o P.O.,State Ma. 02601 a . d Postage $ vi Certified Fee 1 . 50 Special Delivery Fee Restricted Delivery Fee Return Receipt Showing to whom and Date Delivered N Return receipt showing to whom, Date,and Address of Delivery m TOTAL Postage and Fees $ 1 . 50 U. g Postmark or Date is 2/7/85 E 0 ILL STICK POSTAGE STAMPS TO ARTICLE TO COVER FIRST CLASS POSTAGE, CERTIFIED MAIL FEE,AND CHARGES FOR ANY SELECTED OPTIONAL SERVICES.(see front) 1. If yop want this receipt postmarked,stick the gummed stub on the left portion of the address side of the article leaving-the receipt attached and present the article at a post office service window or hand it to your rural carrier. (no extra charge) 21zIf yoUdo not want this receipt postmarked,stick the gummed stub on the left portion of the address side of the article, date,detach and retain the receipt,and mail the article. 3. If you want a return receipt,write the certified mail number and your name and address on a return receipt card, Form 3811,and attach it to the front of the article by means of the gummed ends if space permits.Otherwise,affix to back of article. Endorse front of artile RETURN RECEIPT REQUESTED adjacent to the number. 4. If you want delivery restricted to the addressee, or to an authorized agent of the addressee, endorse RESTRICTED DELIVERY on the front of the article. 5. Enter fees for the services requested in the appropriate spaces on the front of this receipt.If return receipt is re- quested,check the applicable blocks in item 1 of Form 3811. 6. Save this receipt and present it if you make inquiry. S. C -r i- t T •t 7 t t L",�'IJ Ct �'FR '��'a a�,` .k t.:` �.' I s •1r F'�.'a° r � r �r �, � r `' ` t'N r s "rf r '; �? ' .:. �• t rsk t i � ,a '.,t,:";� 'd' •. ��. { •�'T A +'". { 3 ,j✓ � .'�a +•-' 5y '�-' t '•«. p rr tq r il,. � � .' , •Fs.. » `fit - + y .rd. '� >�R s,' •," �' �'r s+ �S4 `` g'"t, �.+et s M•, r i •� ai•, r7xr .j. � � s� � � 1 '' �i•,, eS f ✓ '4� r'E :- A tial '•r M!-'r' �1� • �9 i Z''1,.,�,ti`t i 6 •r ,y,� d Y_i : ,S•'` .� � �y r��`'.y A t` 1 r S y,� `-r, ,'A, 4 S. .,a,4 „'%�R Z ,; ;l- �:r �'�.. �.. w {. y .ti,- -.•...:,l.' .. ip .3,; x.f ,.dt ',y�1 } -..a. � t� s`yr* t4,. •ci,' +°d'a' 7t ar ;•} 5" 4 • r I y «y S Y'' t s , .r :i' a 4 .. �e nr , i? y . .y- „tr ,•e �'', �� S �"!'4 _�,%', i _'�. Je ", sS •{: 3• <R S'i x r., a .S• t L- ta" ,?� ° t \3.45 '♦:k '} t .•�' ��• r ! M ;, s" � r. G �ty rSr�� � i•p �,. r �t :4��4"� a 3` ,*s.;y�r.r ��+ ,c-., £ r �' Y 4 � �r fi . a } Y t a5^ r r 1 "C eb tidi.y Va.� 98 W F }e", t - 4'. ur'.�,- • � a �" r�-, 41 .. t fk'' 4. ! 7^ a �'r tea' �i �, '�l'S 'k a,:'4 k ^ r t7k •.' ,.,14.fF . .t. '•,.;,:�.f J cJ T �" ,.� .:,�.. - ",dr. r a? °r'+ % .a E �� - s.,`i Manager r f �. � A-+.t, sy �• 't - i' Mid-Gape` M&tbts n�• G 5..1i .•5' i YR r ,332 :1F" mt iiuth Rd.��.i ,. " t {,t- to Y• r� �' t s`fa.� i ! ''a 14 .'� - • ?``Hyannis; Ma.a "t, 'T '• ;., 1r ,a`4 }{:1'»ri• "� i" , i r r `,r c- i;; { � - - - .a •;;, � Y .� � w t � { Y r ,,,;, ti' ��. r�: T r7..at i � � ,G, ?.J t,.4 fY � y, f k r • i a i.r}, ,,.> $...' ,a.1' a N `'� a "',.- ' �,ry,{• ,,r C i t :.. ♦a.F4. r,Uhddi(jiounc fuel^ 'tanks atr'33 al ou h. .*y^.• ' .r M '.r ! h a e M '� �•• r -'Ca a •^k < ...,& n•Yl'"' ,� J.ark �k '."7, ' 'f. t• ,,,,t :,',k un s ;'.' ;Ar.#1.� �S k .� rY.. �`� r w - . q f {,r ` ...s r�3 . ,}7 n * '-Dear Sirff t .a , \ t.. �• � i. }Cr' a,1.. ti 'tl Yr`. } ,". 't,x.y � ,.,� 4i a{t y'x:,f d � ' {' '"i 'r. t , T Mt�`�i wt ` .1 'Swy t s '�'•T�,+ry` rt"'� 9 � t�a 4;%' y G�,4`r .� " � t��t-� �i' "�`, +ls,.Y• '��t L . t,at s ;r",� +4..: }>F r ta.;, ` r Tf ar�card; 1camp :etecl 'by`'y+ " shox4s )(ouk--40Q4` 41,lb' . dna"l6 000 ,4- w rx ,-0yc aX3.bn tanks,' .' :ocated At% 332 Fal h 1kd; , :�t�'�nri s; :t6 b { v W f {.tweet ;fyears f 3.. a T ' egu a ion ; ,a e Q Q ` oc too, r"eire all t nks ,twenty `. `yews o .age•;tc b teaec annuali �ua `3it :.' th ' Kent�ko.are.{ 'tessiare s� f =`' w F'�r'' Test'caar . tearlIk ais,.em +ty; a� 5 'S Aid'' pessue `' estSy b, •y ''!� r +' 4'.• ; ri - t r .- �, »a ; r used. , t ' s r f r t .+tiyW s. � « 5 � ,"',r '�...kl �.,y r t .�_;�,. r .! r+� ,s4 r Y � 't'p • � t ,"t i" „x�h •+ aY, ''+s. -+. -C. 4 °Z. a `a.,l. s"' - i%•SEs "i.r tfis, 'iy +s'',ak,?.7};:,,:f # - �" r• ,�€ou �re,�trect'edtc .;hayre yourtanls�test '` y �. { •� Please. 'suk �t'testing r esu s',and they r :'ih d �retetic rci to,",this ` office: pfior ,to' une R 1,y419,85'. �y t ,x i.4 < , ,� ��: r r .,' r , tsS" ..I" .F `` . 'c•� �..+'e4 r 3 4 k S C.t.,,. ,r_.- ..[;� x�r 'a'. T +z a,. a = c F .a t ,,- M1. +•,.: r ' „,. r k •:.,;. Fii1ure t6 dQ�`sQ com, "reAutt in I� a7. 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You 7may 'als6r.•utx a any�othe co - ,�' •' ` 6• t f t hp terns `qual:iffed tag perform `this 'ftesti�ng C a y. �; as a.•tR- x `!'�`-• �', ,t S,Sr i.fit �: � rr�3" ��Sr 4t ,GN�.i w �', r" °' �a r •^. � ,re.F at..F�'3 S-^ a, t+' 4 '."yr`�t rt { r •,_,. ...Y -0 -q- It� Y'A :e ' sp'S` :J'Ks ` a. ': Y '�: ,. h 'ti�'..Y+,�.'.,GrrS'{�"t-`�•`:_,t^ry"',fay at.4{tt,�:•.,�t`r5^�+ar_r-'.Tr-�J� cVt tCU+ br l.f yryhai ,y�rr it- '�_.s<;,,.`t!r e r*.;s�5»i:-'.+.y-....,rr.`"E'r`�rr.:a-}Rv.'�a:.'�^'tlt srr}rY*.";�y•i''"�:�'.,a Lt'�.�`�,,.t{{L•u,9.!4+,1.•k.+-.2.�{7,��i�"•a dGyt t7 YSri,`Yr..t.._,i'jyrS..,�j.+�..,-�,�Yxir�k,`#".'�,�a}`�Y a<J w�„yro'35-t;'�,i,.t>i��r a+,'r♦¢t F?r y,ti•�}l�C'``r.4�,.-,ap r;:•,..r d{aG•x'qasf�'xrt yVr rk".�,rn,.-�v.^.tS.fl,';.'.,;a'•y`yt.lw r:N��rhir Ctr'f,S't:"r?�.;�4 r j!r trak A r�,«."w"y�:v,,�..j'.'.,d:�aih�^7*.,a r °ey'c1t*r`.•`:';a�.}r,4a".•t .*a♦_.'.�ia;,..�r,-4r, Rrc.,rA �t f.•$ rery- p Ld Gm 7`/ 4C, F7 i A11 4 '4 M•D_F rr shcver° BOCRb .6plr A. ?- , :'I3Cl`�7�.r,Gp i3 s' f- �. t 7 s�• i,i '+, r rr ; 1..,`r" �,..r -�.� ,s .',� .,,, �'Y } '•s ,•+- fir s yr Y� r i_ � T , .: �r i. i,_!. � 4 1•s r'}f� e..Z' � >:f 6'J 2 "G„ Y r .�r.,,, r a .F '.�• _; ,,[ �.. , ;6.' Fs ti r ,-y� •. . a. r .{. 1 C" t y' t N 4.r• +.. yr } _,ti F i�,�t„�s , r`•` ! _ � .•' -1 R. •� .{ �t' LS :. � dt: t � 1 'l � 4 # " t";; �yl:1J.Yi4• .��r y •3 r.,� u a ",r i^t J 'r v r.r j�.� -x � :-�a ♦� "l}' * {, 'n afy,I 4j ly ,. � _ r�. ��, { �' �t ri. �•• � c. r � trt-"f4 .l •� t".y +�{�t r �'` 6�sj ; ° 4 �; r'^ s s M1 'w . 4' r rr, {,. + ` t," + _ };h. +.�� t S c r•4 +"i "� � f C ,i' r k'1e« r ° 'V r • . -. .._ . S • ' 4 y Y`!7 ." � 1' h,J` y a .g r1 '�" i� R '.t. � a � 'l r r Y � w .. �w✓ 3 xa lti 'r .d i y+ w r_�..4 '+�' rr TOWN OF BA%NSTABLE UNDERGROU'I`TD FUEL AND CHEMICAL STORAGE SYSTEMS ---I�AlViE - �"-MID""CAPE FORD SALES -- (ORO) ADDRESS Falmouth Rd VILLAGE Hyannis LOCATION OF TANKS: NO. OF CAPACITY: TYPE OF FUEL AGE: TYPE: TANKS: OR CHEMICAL Within the 1 4000 gals gasoline 1965 steel �EJ property lines described above (Give same information for anv additional tanks on reverse side of card) DATE OF PURCHASE OF EACH: 1. 2. 3. 4.. _ DATE OF FIRE DEPARTMENT PE%'YIIT: TESTING CERTIFICATION SUBiVITITED: PASSED DID NOT PASS pM/mp 71580 • Z Form 77-1U0u Data Chart for Tank System Tightness Tester 21a03.364) USING KENT-MOORE CORPORATION TANK TIGHTNESS TESTER MODEL 1000 Copyright©Kent-Moore Corporation 1977 PLEASE PRINT 1. OWNER Property !D C. P �t> / i'�c v r// /Zv 91v ris XAI s Name ddress .r-.Representative Teleonone . Tank(s) 1L- Name Address Reoresentative Teleonone 2. OPERATOR 1�11 o Ci9 P r F,�,w i) "L7L.� (>Ct�l'i: C? F` n'd r Fc;,1 Name Address Teleonone 3. REASON FOR TEST r L) t5 (Explain Fully) 4. WHO REQUESTED TEST AND WHEN Name Title Comoanv of Affiliation Oat. Address Teleonone 5. WHO IS PAYING Company.Agency or Individual Person Authorizing Title Teleonone FOR THIS TEST? Billing Atltlress /T /1nj City .State Zio Attention of: ( (/Z' Order No. Other Instructions ' Identify by Direction Capacity Brand/Supplier Grade Approx.Age Steel/Fiberglass 6. TANK(S) INVOLVED tin r��Eyl �L'P�I2 3HI IXVx '-(0 0 0 Cy L)(_- 0.;c r C e cs: r i s -e L ' I I Location Cover Fills I Vents I Siphones I Pumps ' 1. INSTALLATION 'Tc' /40 G KXIA—DATA �- I BA� /Z North inside driveway. Concrete.Black Too. Size,Tirefill make.Oroo i ! Suction.Remote. Rear of station.etc. Earth.etc. woes.Remote Fills i Size.Manitolded Which tanks? I Make if known 8• UNDERGROUND Is the water over the tank 7 WATER Depth to the Water table I Yes i No Tanks to,be filled �, V-11 hr. /� �L� Date Arranged by - 9. FILL-UP Name Teleonone ARRANGEMENTS Extra product to"top off"and run TSTT. How and who to provide 7 Consider NO Lead. Terminal or other contact for notice or inouiry Comoanv Name Teleonone 10. CONTRACTOR, MECHANICS, any other contractor involved _ 11. OTHERG1 C��� 'TC"�"% /�' oS INFORMATION OR REMARKS I Additional information on any items above.Officials or others to be advised when testing is in progress or completed.Visitors or observers present during test etc. r Tests were made on the above tank systems in accordance with test procedures prescribed for Kent-Moore Tank Systems Tightness Tester Model 12. TEST RESULTS 1000 as detailed on attached test charts with results as follows: Tank Identification Tight I Leakage Indicated Date Test! /CLS � O I ( I i t I I I I This is to certify that these tank systems were tested on the date(s)shown.Those Indicated as'7ighY'mee IyF criteria established by the National t3. CER IFIC TION Fire Protection Association Pamphlet 29. rl' ICK ELECTPIC, INC. a S 0 '. j' ,e c ClC is ... �-y� ('i �+^ fiesunq Conaae:or or Comoanr. By: Signature I J77`�i(��7� �111,R`H fi:L_., . .,.::�. _ E- I Suual No.of Tester Technicians - ' Address r ti • h ' G #1 14. G'1Z AGc AL1vcc�Tf 3 t� Name of Supplier, caner or Dealer Address No.and Street(s) city V State Ded of Test r 15. TANK TO TEST 16. CAPACITY From ❑ Station Chart Q By most accurate �/ ✓/,0� F ✓ v C r (� Nominal Capacity L/rt. �� capacity chart available yC��� ❑ Tank Manufacturer's Chart Identify by position Gallons Gallons ❑ - Company Engineering Data —1 ;K ` C� z 0` Is there doubt as to True Capacity? ❑ ❑ Charts supplied with TSTT O^ CDC` Brand and Grad. See Section"DETERMINING TANK CAPACITY" ❑ Other 14 C19S-/i('19 _ /. r4 r 3' 17. FILL UP 60R TEST Stick readings . to G in. Gallons Total in Tank f � N Stick Water Bottom . before Fill-up / Inventory Q to%in. Gallons Z Fill up. STICK BEFORE AND AFTER EACH COMPARTMENT DROP OR EACH METERED DELIVERY QUANTITY — m O Product in full tank(up to fill pipe) Tank Diameter v o = 18. SPECIAL CONDITIONS AND PROCEDURES TO TEST THIS TANK v C_ D See manual sections applicable.Check below and record procedure in log(26). A �L'(91GU2v g r) a Water in tank ❑ High water table in tank excavation v0 Line(s)being tested ❑ Vapor recovery systems ❑ Stage I ❑ Stage ll tr Z O) c M 19. TANK MEASUREMENTS FOR 21. TEMPERATURENOLUME FACTOR (a)TO TEST THIS TANK TSTT ASSEMBLY Inventory Top_'F Center_ 'F Bottom_'F On Truck_'F Expected Change =6 y5Bottom of tank to Grade'............. D 22. Thermal-Sensor reading after circulation � -F n Assemble tubing +30-for 4'L........... digits Nearest 7z. + 24-for 3-L............. .. 23. Digits per'F in range of expected change � Total tubing to assemble (Approximate) ........ digits ) 24. `1'OG'O X •eln h/9 gallons 2 20 total quantity coefficient of expansion for volume change in this tank rn Tank top to grade'........ full tank(17) for involved product per'F Z Extend hose on Test Elbow 6'or more 25. / ?- 7,)— — This is O volume change per'F(24) Digits per'F in test Volume change per digit. test Nbelow tank top................................ Range(25) Compute to 3 decimal places. factor(a) 0 t't 'If Fill pipe extends above grade,use top of fill. y" i q /�.� /ems �AC���c vc�� �/i tii s ll�� 30 HYDROSTATIC 31. 34. 38.NET VOLUME 39• . 26, VOLUME MEASUREMENTS TEMPERATURE COMPENSATION ACCUMULATED LOG OF TEST PROCEDURES PRESSURE CHANGES � CONTROL IV) RECORD TO .001 GAL. USE FACTOR (a) .. ,:. _�t t L G Q S EACH READING CHANGE , G'o T _ 27 28 29. Standpipe level 32. Product In 33. Product 35. 36. 37. Temperature At High Level record In Inches Change Computation Adjustment total and deflection Date flecord details of setting up Read- Graduate Replaced(—) Thermal Higher+ (c) x (a)— Volume Minus Time and running lest.(Use full ing Beginning Lavelle Sensor Lower— Expansion+ Expansion(+)or A y 3t low level compute (24 r.) length of line if needed.) No. of which Before Alter Product Reading (c) Contraction— Contraction(—) change per hoar Reading Restored Reading Reading Recovered(+) (v)—It) (NFPA criteria) ' l�1» ���7/Li[ ��G�i �:✓ T/� %/�i rG l/l Uc-� �wty' > 3 c /'J/ r<" / ('(Icr� r� a -- / .� GGG/�S - 6'�CGjy// �� ` LGc�c /aLCrL G✓i T 7�� �/zS / uc 11 .- 7o �•`�`7r '//G%] s/L/�7 / G� U"�Ulf `�� / t�C /-��, ��/7-t Y 3 qq z'.;2 .7 �� , i F r -33`�3 19 e�,C, , /'`/S (°L fZ ' �O ��ve L +c� , 3ol � ,,� � 7c Y it T� ,eve �- S y . ©o rod o8 -aC-39 i8 37 /2/�/�Z �/ (� �I Vl. (� l.�l?C�� r00 r �J �13Q I �� �'�� �y�7 /. .F��S3 � TJ� 3 3;42 &iY�, To z } ev�L 317 2- c�0 33 • 3 9 ,33� ,0nc, .3 1 , o 9 3J7 ,9 C,J 12 9 z _ y / 12 33 .33 t 3 )� w ev�� L 5 /�_ I Z_ ,C) 3 G el r3?S93 _0067 - TOWN OF BARNSTABLE [ �� UNDERGROUND FUEL AND CHEMICAL STORAGE SYSTEMS NAME C." ADDRESS 3 °1 ��[1h 014k kdP, RVIL k VILLAGE LOCATION OF TANKS: CAPACITY: TYPE OF FUEL AGE: TYPE: OR CHEMICAL / S4AJI 33 a �a�?rn0 tdA /oceu tr ti P (�K� 66 (Give same information for any additional tanks on reverse side of card) A A 19R a. AFlew(• DATE OF PURCHASE OF EACH: 1. -� i L T 2. 3. 396 "6j 4. DATE OF FIRE DEPARTMENT PERMIT: — y TESTING CERTIFICATION SUBMITTED: PASSED DID NOT PASS .Mk1t.�tlF��pTnr�'•r �, .. . �, " w„P}` ! •T•,` ,.> l �s'%'(YGt$•.¢r• �';, � _` ,k + ' !. .tip .: t• -r - :, , r August'.13, 1980� y 1 x « :Manager ,A5g1" �zeAlty :Corp. ¢� Box 578� = 3324 Falmouth Rd r.• *� Hyannis, Ma. beldr' Sir: The'! information .you.• returned -to---us. indicated 'the ,age of your ;.underground,fuel. tanks as being fift le years"oia': `-You must have these`' tanks'•tested, 'use ng`theT,Kent-Moore Pressure R T Test,,rby November 2t}, :198Q� Please �'s'ubm .t testing results and their .interpretation",to' this. office'F`prior to"',November 240 1�980. For your convi enience, we.',have µenclosed a listing 'of companies who w r 'perform this ,testing. •`, You' al so ,,utilize any other . concerns. - cualified', to 'perform this :testing, 'Very. truly yours, John M. Kelly Director of�-Publi Health _ .F. • _ 4jr'�w .�. � ns tjt. .s � . enlic�l+,i... l• .F, F_ ... ti s r. . o A. S. -A. Realty Corp. Box 578 Hyannis, Mass.,,, 026.01 August 18, 1980 Mr. John J Barrows 87 .0ak Street Hyannis, Mass. 02601 Dear John;. Attached .please find copies of John M. Kelly' s letter dated August ,13, 1980. '* .. Mr. Kelly has suggested I= forward a copy of this ietter to you as Gulf Oil Company is the owner of the gasoline tank located on our premises. Yours,jtruly, James S McGonagle President enc. cc: John M• Kelly JSMcG:rs /ate)+ •, - _ j `I r1ET�, TOWN OF BARNSTABLE it y OFFICE OF 0 BAH39TABLE, a 1, 90 arras. BOARD OF HEALTH } p 1639. �EQ Mp'{ e 367 MAIN STREET ° I HYANNIS, MASS. 026ot August 13, 1980 Manager �y } ASA Realty Corp. Box 578 - 332 Falmouth Rd. Hyannis , Ma. - i Dear.• Sir: The information you returned to us indicated the age of your underground fuel tanks as being fifteen years old. You must have these tanks tested, using the Kent-Moore Pressure Test, by November 20, 1980. Please submit testing results and their interpretation to this office prior to November 20 , . 1980. For your convenience, we have enclosed a listing of companies who perform this testing. You may also utilize any other concerns qualified to perform this testing. Very truly yours , JP n M. "Kelly 1Sirect6r 'of Public Health JMK%mm encl..! ,� r y � _ !.1rich Electric Co. , l;arshfield, !•t4 S 3 4-9 4 3 3 � $300.00 average price for one t ;ink- test x:4 $750. 00 - charge for a good day; 4 tanks in 12- 15 hours u- - charges by hour $35.00/hour, other misc. s-, - 0ve1-nig11t , I i 1(•age , fittings -- A test for ;a 550 gNI tank is Ocarly iNTOSSUALP' rMOKres s]Iccial fittings, in ;hint cases the t�nak needs to be uncovered t -- Many towns are requiring new residential tanks to be of fiberglass construction. ai•• -- 'Fhe tester doesn 't like to do heavy oils , it clogs the equipment t� -- Coordination of project is essential for efficient use of the tester's time. OPIER comnani es th�.t do Kent-;Moore Hallaurg Electric - 256-5397 o-t: 729-2320 ecco - 3 -2537 =; oil Zo rco - 245-7250 I ..,. G �k r � K `f S r NAME LOCATION A. S. A. Realty Corp. 332 Falmouth Rd. , Mid-Cape Motors., Inc. Hyannis 332 Falmouth Rd. Hyannis, Mass. BOOK & PAGE - DATE LICENSE GRANTED AMOUNT OF STORAGE 77/153 September 20, 1965 15,000 gals.Gallons : 0,000 gals.Gasoline) (.101000 gals. Fuel Oil) DATE PAID 1973 - March 26 MAR - 3 1976 1979 - 4-26-79 MAP _ 1g74 MAR 1977 F" ` ? 198 MAID 2 ': 1978 MAR 2 1975 TOWN OF BARNSTABLE OFFICE OF i BAR STA MM& ft BOARD OF HEALTH °A %639 �0® 367 MAIN STREET - HY-ANNIS,-MASS-02601_... _ December 21, 1980 Manager Mid Cape Ford Sales i Falmouth Rd. _ Hyannis, Ma. Dear Sir: On August 148 1980, you were notified to have your under- ground fuel storage tanks tested using the Kent' Moore Pressure Test, by November 20, 1980. To date, we have-.not received-'the -results of any .testing performed. If this- testing is not .done immediately, the Town. Clerk' s office will be notified by this office to withhold your` registration for storage of fuel underground. In addition, .you are subject to a fine of twenty (20) dollars for ' each days failure to comply with a Board of . ., Health order. Very truly-.-yours, John M. Kelly Director of Public Health JMK/mm A.S.A. REALTY CORP. Box 578 Hyannis, Mass. 02601 December 3, 1980 Peggie McKeen Town of Barnstable Office of Board of Health 367 Main Street Hyannis, Mass. 02601 Dear Ms. McKeen; This will confirm our phone conversation of this date. As stated the Gulf Oil Corporation is having the tank in question tested today. It is my understanding that they will submit a result of this test within an appropriate time. With the above information we feel it is in order for us to close our file on this matter. ours truly, James S. McGonagle JSM/rs y el 5 TANK TO TEST CAPACITY '1 ;� swam own AV Araw..wa.... N.."Cape" � � ■tOaww/Man wMr a� ;_ Tw M«wlww�'w GrT Cw«owwt EwPrwvr D.r Is www r InT.tweet/ ❑. C Grew■mow.m Tm w E..Eww■m-DETERMINING TANK CAPAcn r Ll Dtw« FILL-UP FOR TEST iwx RwwAY`aw TOW GaMrw Ia M r OwRaNw r Rrawy tMlea ww Eraasw Is tw tR G■llow .. A y,SnCK 9EFORE AND APTER EACH COMPARTMENT DROP OK EACH METERED DELIVEITY.DYAWWY To*OlwrwwweP 4 Pm"lot nr bob jy r a pv.) O Oc> SPECIAL CONDITIONS AND PROCEDURES TO TEST THIS TANK %MR RECOVERY SYSTEM Oft.rwwr w.etiw.w wppbe.L Gres W"w Maw waewwu.in ra(2e). t4iiew in w* Hip No too in Tam w■op■IWI � w*%)w■ry flow"a LVLLT O Ettwyw E t..Y TEMPERATURE/VOLUME FACTOR Is)TO TEST THIS TANK b Twat wmw■A C cowv o7_E ft■m o Dy_P "Pwawt,a TmW_•E Emomd Dow(•w- (f i7)i21d aYorwKw■� ^ � JIM'S PUMP A TANK SERVICE' °"'0''~'w'oa°f a4'e'w� 3 PEAWN4 UWAINOORE n$T=EQUM. . aw" M ae.mtww of a+Pmrlew w vaaMw olwnyw r•atr to* to am*(w U 17) YwwwFwN faoWO Pw P 1 /,�• AIM 04M HAR+Mc►l MA clan Tmm wr.e am w A'►04 maw r?IN am volt w Orwow Par disk No — m-W EE7E C■mPvaw psw t.ow to r�ro�af �fwaOiTAM am Elm• iE�t cupffl E wMAW wtT�� rw�laATa in w noPiE�E BEEE A JO t< <tE i�d Ism MaAmill omm amodpw•• T..wrww. moo wEu'm fww■a �� ttwtar wr 1-1 Tyy Ow' E"w'� a+� tar aria tt E aw ro mq oa(Use km w► so"" Iwd• Ew• taw_ Er�w• # ■w rr..ON bwp of go i made&) r .rr wrtw ata► fw" Erw ra r Me T+.ws- D.rs I-I r.■• , a, O.awe &Now brawl law"r a�■rl•1 yam—wsrfr rRww■m Oa 4 w. ti ,Q�ea o 0 a EO' S(000 or. eel 60 pw 4 0 4D 4 0d0 0 told 0,301 �' 660 4o o v p oa ov 6 y 640 D .0 2 311 ti ao o S " O •y :6�U — Da a o b �lD ; d d -- o 00 • 00 4 p . a.. 04 `f — .O If o I. { ..._tea:.. �.. .•._ . . . .'.t• :.: - �'ti-.�.rtiti`:r. ..�_. X _.,.�'. . . . . . . : . . . . . Wr M .0....�Oaw AM.a. W.'w•P.ar.l CM. Rmm twr M i.r TANK TO TEST WACTTY F'O'" d cC/t oft law..own C.o+F • v �r uW: V o TMa Mwf eri.CAM /►W..ft w o..m.. a.a+v orWa Li c000uw Ew�...w Daft b rra buM a is TN Coo F 0 cmm WFPYd+m TSTT Ew bwrti-DETErtMwN6 TANK CAPACIW'.: ❑ 011w Rpl•UP FOR TEST riot Hemp Tow amrpm a M a. Otlaa r a"woof boom dll"� motor�y to•oi+r► IP%im A up,STICR SEFOR AND AREA UCH COMPARTMENT 01IW 00 EACH YITMED DiLMXV OUANhW ' Tear oa.Wr pro"ill fun WAimp a n MvN V . SPECIAL CONDITIONS AND PROCEDURES TO TEST THIS TANK VAPOR RECOVERY SYSTEM S•. W w Tatar•oof.obiL C1.4 OM..WA naa.re.owoo w I.S In). .��' wp I y�xmw a art O Np wv era in wr*ow P..re.l O umoso Ow*wom."m utt1T ❑aw E . TEMPEAATURE/VCUME FACTOR I+)TO TEST THIS TANK ({V{;t22 21e •Uft woom I G CdW F Noso■T" F ASW Fmwa a Tma_•F Ever Ctrop 1•v-1 }} T1t..r•s.r.r t..arto Mearat.r., / �t G q JIM'S PUMP&TANK SERVICE' "a. FEATUM4 KEIrt4400K nSTING EQIN. /� 6 ad*MW11EF an .oACMr so vWw. M we a& Id Wa(/14 r 171 a.a)MAgMawa! Fr F JIM CHASE HArlrci i aaw /.. 6, .. . 3 A L ° 00 ooh—ariip/r'p 04 OWN pt IF In am t/atrr.trip PW dlvL No now p7) c4opum to•Arar.r Paa.a ten III, to r taF FrCEEiKi �M EtIJ>s■IwIBEi!w tEwfltSE ottPetIw �•—rat m IEGw■al wl s!�YI t4a� erne plmP� Fal.rr lraP Dow column Mom+ belYWr trw wed dot of(IY!1�+ a� sorer &~1-) T.na Ky..• p.HI. w�am. Yr toot• it tw- to an• 4.�LI a r la I��� o d i tuNLL) of r @do* Her ow" rdq a a•d r ur . O=iFJ Sar! �d NNW" God" Saar.14•1 IKIIM-.mFq na r.r Ob -t - N Z, iR itz -770 . a FF •7 0 ;8 D .d3o 40 60 H O •5�r0 .D o od 00 r' �, -� o S70 0 14 0 Q $ xij ufie •6 D osa . O D #3 ! .4 /24- 2 o 4 cl � " • SD . o0 0�•o a Dl D I i Jimts Pump &. Tank Service P.O. Box 224` Harwich, Mass, 02645 May 15,1985 Mid Cape Motors P.O. Box 578 332 Falmouth Rdo Hyannis, Mass. 02601 Gentlemen; The 4,000 gallon underground storage tank in front of Mid Cape Motors, was air tested for a period of 24 hours and during this time 5 lbs. of air was held. Sine erel Yours; games Chase cF THE Tod TOWN OF BARNSTABLE y o OFFICE OF DAfl7MA . L BOARD OF HEALTH MASS. i639' 367 MAIN STREET �0 MAY k. HYANNIS, MASS. 02601 February 24, 1987 Mid Cape Ford 232 Falmouth Road Hyannis, MA. 02601 Dear Sir: Our records show your undergound fuel tanks to be twenty years of age, or older. Town regulations require all tanks twenty years of age, or older, to be tested using the Kent-Moore Pressure Test. You are directed to have your tanks tested by April 1, 1987. Please submit results and their interpretation to this office and Fire Chief Farrenkopf, Hyannis Fire Department, 95 High School Road, Hyannis, prior to April 15, 1987.1' Failure to do so could result in legal action and the penalty of a fine. Each separate day's failure to comply with an order shall constitute a separate violation. You may request a hearing before the Board of Health if written petition requesting same is received within seven (7) day's of receipt of this order. Very truly yours, 4 tirEALTH n M. Kelly ector of Public Health h DEPARTMENT / TOWN OF BARNSTABLE JMK/ka TOXIC AND HAZARDOUS MATERIALS REGISTRATION FORM Mail To: NAME OF BUSINESS: Board of Health MAILING ADDRESS: Town of Barnstable TELEPHONE NUMBER: P.O.P.O. Box 534 CONTACT PERSON: Hyannis, MA 02601 Does your firm store any of the toxic or hazardous materials listed below, either for sale or for your own use, in qu tities totalling, at any time, more than 50 gallons liquid volume or 25 pounds dry weight? YES NO This form must be returned to the Board of Health regardless of a yes or no answer. Use the enclosed envelope for your convenience. If you answered YES above, please indicate if the materials are stored at a site other than your mailing address: ADDRESS: TELEPHONE: LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health has determined that the following products exhibit toxic or hazardous characteristics and must be registered when stored ' - Please put a check beside each product that you store: Antifreeze (for gasoline or coolant systems) Drain cleaners V Automatic transmission fluid Toilet cleaners Engine and radiator flushes Cesspool cleaners Hydraulic fluid (including brake fluid) Disinfectants l� Motor oils/waste oils Road Salt (Halite) Gasoline, Jet fuel Refrigerants Diesel fuel, kerosene, #2 heating oil Pesticides (insecticides, herbicides, Other petroleum products: grease, lubricants rodenticides) Degreasers for engines and metal Photochemicals (fixers and developers) Degreasers for driveways & garages Printing ink Battery acid (electrolyte) Wood preservatives (creosote) Rustproofers Swimming pool chlorine Car wash detergents Lye or caustic soda l/ Car waxes and polishes Jewelry cleaners Asphalt & roofing tar Leather dyes Paints, varnishes, stains, dyes Fertilizers (if stored outdoors) Paint & lacquer thinners PCB's Paint & varnish removers, deglossers Other chlorinated hydrocarbons, Paint brush cleaners ^ems (inc. carbon tetrachloride) Floor & furniture strippers Any other products with "Poison" labels Metal polishes (including chloroform, formaldehyde,. Laundry soil & stain removers hydrochloric acid, other acids) (including bleach) Other products not listed which you feel may Spot removers & cleaning fluids be toxic or hazardous (please list): (dry cleaners) Other cleaning solvents- Bug and tar removers Household cleansers, oven cleaners White Copy-Health Department/ Canary Copy-Business DIRECTOR OF SERVICE MID CAPE FORD r 332 Falmouth Road 508 775 5912 Hyannis,MA 02601 TOWN OF BARNSTABLE OMPLIANCE: CLASS: 1.Marine,Gas Stations,Repair 2.Printers satisfactory sfacto • BOARD F HEALTH 3.Auto Body Shops O unsatisfactory- 4.Manufacturers COMPANY �/ (see"Orders") 5.Retail Stores ,e, 6.Fuel SuppliersF ADDRESS �7 4 Class: /� 7.Miscellaneous QUANTITIES AND STORAGE (IN=indoors;OUT outdoors) MAJOR MATERIALS Case lots Drums Above Tanks Underground Tanks IN OUT IN OUT IN OUT #&gallons Age Test Fuels: Gasoline,Jet Fuel(A) Diesel, Kerosene, #2 (B) Heavy Oils: G/ waste motor oil (C) new motor oil (C) tra mission/hydraulic - eir Synthetic Organics: deereasers ,z, Miscellaneous: v DISPOSALlRECLAMATION REMARKS: 1. Sanitary Sewage 2.Water Supply O Town Sewer Public _ On-site OPrivate r 3. Indoor Floor Drains YES-j/NO Holding tank:MDC O Catch basin/Dry well O On-site system 4. Outdoor Surface drains:YES N0—Z ORDERS: O Holding tank: MDC O Catch basin/Dry well O On-site system 5.Waste Transporter Name of Hauler Destination Waste Product YES NO 2. 71 Q er n (s) Interviewed Inspector Date TOWN OF BARNSTAB E co I,rANCE CLASS: 1.Marine,Gas Stations,Repair nters BOARD OF HEALTH satisfactory 3.2.Auto Body Shops O unsatisfactory 4.Manufacturers COMPANY 4,2 (see"Orders") 5.Retail Stores �` , 6.Fuel Suppliers ADDRESS or--Qlass: 7.Miscellaneous QUAIqTITIES AND STORAGE (IN= indoors;OUT=outdoors) MAJOR MATERIALS Case lots Drums Above Tanks Underground IN OUT IN OUT IN OUT #&gallons Age Test Fuels: Gasoline,Jet Fuel(A) Diesel, Kerosene, #2 (B) Heavy Oils: waste motor oil (C) new motor oil(C) transmission/hydraulic. Synthetic Organics: degreasers Miscellaneous: u paid 5 c e vea DISPOSAURECLAMATION REMARKS: 1. Sanitary Sewage 2.Water Supply "f4- O Town Sewer OPublic O On-site OPrivate 3. Indoor Floor Drains YES NO t O Holding tank:MDC O Catch basin/Dry well aeA n O On-site system 4. Outdoor Surface drains:YES NO OR ERS: O Holding tank:MDC ::Y O Catch basin/Dry well O On-site system 5.Waste Transporter Name of Hauler Destination Waste Product YES NO 1. 2. rson (s) nterviewed InspectoZ Date MATERIAL SAFETY DATA SHEET o AND SAFE HANDLING AND DISPOSAL INFORMATION ZEP MANUFACTURING COMPANY PAGE 1 OF 3 FIRST IN MAINTENANCE PRODUCTS SUPERSEDES: 02/20/87 PRODUCT NUMBER: 0452 CTION I - E rl E R G E N C Y C O N T A C T S P MANUFACTURING COMPANY NON-OFFICE HOURS, WEEKENDS, AND HOLIDAYS: AREA CODE 404 0. BOX 2015 435-2973, 996-0899, 252-1587, 351-2952, 445-9226 LANTA, GEORGIA 30301 LOCAL POISON CONTROL CENTER . . . . . . . . . . . . . . . . . . . . . . . . . . LEPHONE (404)352-1680 TRANSPORTATION EMERGENCY TWEEN 8: OOA. M. -5: OOP. M. CHEMTREC: TOLL FREE 1-800-424-9300 ALL CALLS RECORDED ASTERN TIME ZONE) DISTRICT OF COLUMBIA (202)483-7616 ALL CALLS RECORDED :CTION II - H A Z A R D O U S I N G R E D I E N T S TLV EFFECTS % IN -SIGNATIONS (PPM) (SEE REVERSE) PROD. * HEXYLENE GLYCOL ## 2-methyl-2, 4-pentanediol; 2, 4- 25 IRR 10-20 hydroxy-2-methylpentane; 1, 2-hexanediol; CAS# 107- -5; RTECS# SA0810000 ETHYLENE GLYCOL MONOBUTYL ETHER ## 2-butoxyethan- 25 TOX IRR CBL 5 butyl cellosolve; CAS# 111-76-2; RTECS# 5575000; OSHA PEL (SKIN)-50 ppm. � t I IDENTIFIES CHEMICALS LISTED UNDER SARA-SECTION 313 FOR RELEASE REPORTING. ='ECIAL NOTE: ADVERSE HEALTH EFFECTS WOULD NOT BE EXPECTED UNDER RECOMMENDED 3NDITIONS OF USE SO LONG AS PRESCRIBED SAFETY PRECAUTIONS ARE PRACTICED. ------------------- --------------- --------- -------------------------------------- CTION III - I-i E A L T H H A Z A R D D A T A UTE EFFECTS OF OVEREXPOSURE: IS PRODUCT MAY IRRITATE EYES AND SKIN UPON CONTACT. INFLAMMATION OF :E EYE IS CHARACTERIZED BY REDNESS, WATERING, AND ITCHING. SKIN INFLAMMATION IS AP.ACTERIZED BY ITCHING, SCALING, REDDENING, OR, OCCASSIONALLY, BLISTERING. ER-EXPOSURE BY INHALATION MAY CAUSE RESPIRATORY IRRITATION. !STING RESPIRATORY DISORDERS OR SKIN DISEASES MAY BE AGGRAVATED BY EXPOSURE. MATERIAL SAFETY DATA SKEET o AND SAFE HANDLING AND DISPOSAL INFORMATION ZEP MANUFACTURING COMPANY PAGE 2 OF 3 FIRST IN MAINTENANCE PRODUCTS SUPERSEDES: 02/20/87 PRODUCT NUMBER: 0452 TION III — 1-1 E A L T H H A Z A R D D A T A (CONTINUED) ONIC EFFECTS OF OVEREXPOSURE: MAL STUDIES INDICATE A POTENTIAL FOR LIVER, KIDNEY, OR RED BLOOD CELL DAMAGE. EVANCE OF THESE STUDIES OR EXPOSURE LEVELS WHICH MIGHT PRODUCE THESE EFFECTS HUMANS HAS . NOT BEEN ESTABLISHED. E OF THE HAZARDOUS INGREDIENTS ARE LISTED AS CARCINOGENS BY IARC, NTP, & OSHA 'D PEL/TLV: NOT ESTABLISHED PRIMARY ROUTES OF ENTRY: INH, SKIN. ------------- ----------------- --------- ----------------------------------------- S CODES: HEALTH 2; FLAM. 0; REACT. 0; PERS. PROTECT. B ; CHRONIC HAZ. YES ST AID PROCEDURES: N IMMEDIATELY FLUSH CONTAMINATED SKIN WITH PLENTY OF WATER FOR "AT LEAST 15 MINUTES. GET MEDICAL ATTENTION IF IRRITATION DEVELOPS. S IMMEDIATELY FLUSH EYES WITH PLENTY OF WATER FOR AT LEAST 15 MINUTES, OC— CASIONALLY LIFTING UPPER AND LOWER LIDS. GET MEDICAL ATTENTION AT ONCE. ALE_: MOVE EXPOSED PERSON TO FRESH AIR. IF IRRITATION PERSISTS, GET MEDICAL ATTENTION PROMPTLY. EST: IF THIS PRODUCT IS SWALLOWED, DO NOT INDUCE VOMITING. IF VICTIM IS CONSCIOUS GIVE PLENTY OF WATER TO DRINK. GET MEDICAL ATTENTION AT ONCE. TION IV — S P E C I A L P R O T E C T I O N I N F O R M A T I O N TECTIVE CLOTHING WEAR NITRILE GLOVES OR USE GLOVES WITH DEMONSTRATED RESISTANCE TO THE INGREDIENTS IN THIS PRODUCT. PROTECTION WEAR TIGHT—FITTING SPLASH—PROOF SAFETY GLASSES ESPECIALLY IF CONTACT LENSES ARE WORN. PIRATORY PROTECTION: NO SPECIAL MEASURES ARE REQUIRED. TILATION : NO SPECIAL MEASURES ARE REQUIRED. ------------------------- --------------- --------------- ---------------------- .TION V — P H Y S I C A L D A T A .LING POINT (F) 215F SPECIFIC GRAVITY 0. 98. 'OR PRESSURE(MMLiG) : N/D PERCENT VOLATILE BY VOLUME (%) : ' 70% 'OR DENSITY(AIR=1 ) : N/D EVAPORATION RATE(WATER =1 ) : 1. 0 UBILITY IN WATER : COMPLETE PH(CONCENTRATE) : 10. 0-10. 5 P H(USE DILUTION OF 1% SOLUTION ) : 9. 2-9. 7 -EARANCE AND ODOR : CLEAR, ORANGE/AMBER LIQUID WITYH STRONG, PLEASANT MINT ODOR :TION VI — F I R E A N D E X P L O S I O N D A T A SH POINT(F) (METHOD USED) : N/A ( ) s,MABLE LIMIT; LEL N/A UEL N/A 'INGUISHING MEDIA NOT COMBUSTIBLE CIAL FIRE FIGHTING: NONE_ iSUAL FIRE HAZARDS : FIRE EXPOSED DRUMS SHOULD BE COOLED WITH STREAM OF WATER. MATERIAL SAFETY DATA SHEET o ANDSAFE HANDLING AND DISPOSAL INFORMATION ZEP MANUFACTURING COMPANY PAGE 3 OF 3 FIRST IN MAINTENANCE PRODUCTS DATE 2 SUPERSEDES: 02/20/87 PRODUCT NUMBER: 0452 TION VII — R E A C T I V I T Y D A T A BILITY : STABLE' OMPATIBILITY(AVOID) STRONG ACIDS OR ALKALIES. YMERIZATION WILL NOT OCCUR. ARDOUS DECOMPOSITION: CARBON DIOXIDE AND CARBON MONOXIDE TION VIII — S P I L L A N D D I S P O S A L P R O C E D U R E S PS TO BE TAKEN IN CASE MATERIAL IS RELEASED OR SPILLED: ERVE SAFETY PROCEDURES IN SECTION 4 & 9 DURING CLEAN—UP. ABSORB SPILL ON RT ABSORBENT MATERIAL (eg ZEP—O—ZORB ) . PICK UP AND PLACE RESIDUE IN A TABLE WASTE CONTAINER OR, IF PERMITTED, FLUSH TO SEWER. THOROUGHLY RINSE LL AREA WITH WATER. TE DISPOSAL METHOD: UID WASTES ARE NOT PERMITTED IN LANDFILLS. THIS PRODUCT IS NOT CONSIDERED A ARDOUS WASTE UNDER RCRA. UNUSABLE LIQUID MAY BE ABSORBED ON AN INERT ABSORB— ( eg ZEP—O—ZORB ) , DRUMMED, AND TAKEN TO A CHEMICAL OR INDUSTRIAL LANDFILL. IN E AREAS DISPOSAL BY FLUSHING INTO A SANITARY SEWER WITH PLENTY OF WATER MAY PERMISSIBLE. CONSULT LOCAL, STATE, AND FEDERAL AGENCIES. FOR PROPER DISPOSAL HOD IN YOUR AREA. A HAZ. WASTE NOS. : N/A TION IX — S P E C I A L P R E C A U T I O N S CAUTIONS TO BE TAKEN WHEN HANDLING AND STORING: RE TIGHTLY CLOSED CONTAINER- IN A DRY AREA AT TEMPS. BETWEEN 40-120 DEGREES F. P PRODUCT AWAY FROM SKIN AND EYES. NOT BREATHE SPRAY MISTS OR VAPORS. THING OR SHOES WHICH BECOME CONTAMINATED WITH SUBSTANCE SHOULD BE REMOVED MPTLY AND, NOT REWORN UNTIL THOROUGHLY CLEANED. P OUT OF THE REACH OF CHILDREN. TION X — T R A N S P O R T A T I O N D A T A PROPER SHIPPING NAME )NE F HAZARD CLASS: N/A I. D. NUMBERR : N/A DOT LABEL/PLACARD: NONE TSCA CHEMICAL INVENTORY — ALL INGREDIENTS ARE LISTED CWA 40CFR PART 117 SUBSTANCE(RG IN A SINGLE CONTAINER ) : NONE MID-CAPE FORD BODY SHOP 771-1044 ROUTE 28 AT CORPORATION RD.,HYANNIS OPEN MONDAY-FRIDAY 8:00-5:00 PAULRYLL MANAGER MA. LIC. APPRAISER #11141 I YOUR SERVICE APPOINTMENT IS SCHEDULED FOR TOXIC AND HAZARDOUS MATERIALS REGISTRATION FORM Mail To: NAME OF BUSINESS: 9Board of Health FAw�na�R� �� �tt��S �j Town of Barnstable MAILING ADDRESS: TELEPHONE NUMBER: _11i tc �4A P.O. Box 534 CONTACT PERSON: tV^VL- sob? �MGQ Hyannis, MA 02601 Does your firm store any of the toxic or hazardous materials listed below, either for sale or for your own use, in quantities totalling, at any time, more than 50 gallons liquid volume or 25 pounds dry weight? YES �,/ NO This form must be returned to the Board of Health regardless of a yes or no answer. Use the enclosed envelope for your convenience. If you answered YES above, please indicate if the materials are stored at a site other than your mailing address: ADDRESS: TELEPHONE: LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health has determined that the following products exhibit toxic or hazardous characteristics and must be registered when stored Please put a check beside each product that you store: ✓ Antifreeze (for gasoline or coolant systems) Drain cleaners Automatic transmission fluid Toilet cleaners Engine and radiator flushes Cesspool cleaners Hydraulic fluid (including brake fluid) Disinfectants Motor oils/waste oils Road Salt (Halite) Gasoline, Jet fuel T Refrigerants Diesel fuel, kerosene, #2 heating oil Pesticides (insecticides, herbicides, Other petroleum products: grease, lubricants rodenticides) Degreasers for engines and metal Photochemicals (fixers and developers) Degreasers for driveways & garages Printing ink Battery acid (electrolyte) Wood preservatives (creosote) Rustproofers Swimming pool chlorine V Car wash detergents Lye or caustic soda Car waxes and polishes Jewelry cleaners Asphalt & roofing tar Leather dyes Paints, varnishes, stains, dyes Fertilizers (if stored outdoors) Paint & lacquer thinners PCB's Paint & varnish removers, deglossers Other chlorinated hydrocarbons, Paint brush cleaners (inc. carbon tetrachloride) Floor & furniture strippers Any other products with "Poison" labels Metal polishes (including chloroform, formaldehyde, Laundry soil & stain removers hydrochloric acid, other acids) (including bleach) Other products not listed which you feel may Spot removers & cleaning fluids be toxic or hazardous (please list): (dry cleaners) Other cleaning solvents Bug and tar removers Household cleansers, oven cleaners White Copy-Health Department/ Canary Copy-Business • • • ' Stations, •. 3.Auto Body Shops unsatisfactory- 4.Manufacturers • • Stores Miscellaneous I6 Fuel Suppliers IN 9 V 0 1 ONZILAIIN pla • ' A 1 Case lots Drums Above Tanks Underground Tanks Emmons 94i ffi- 0 INESIONOME MENNESOM 011011001M 11011011 0011011M / . . , , , off top a • • 1 �!.%�� s�I s'fd _j ter/ Inl,�i i.�>� �imma • •. 1 i ! f v Name of Hauler Destination Waste Product Licensed? i TOWN O 13ARNSTA13LE � ,,COHPLIANCE: CLASS: 1. Printers Stations,REpair Q satisfactory 2. Printers L IAR D' . OF HEALTH '' � 3. nanu Body Shops a O unsatisfactory- 4. Manufacturers COMPANY /11C (see"Orders") S. Retail Stores. 6. Fuel Suppliers J i V 'i• Y�• -� T 7. Miscellaneous ADDRESS �'A.� /1U , rill 0� Class t QUANTITIES AND STORAGE (IN=lndoars; OUT=outdoor. MAJOR MATERIALS * case - lots Drums AboveTanks UndetgroGnd Tanks IHL it 4 _IN N lZ.�a l lons A Fuels: • Gasoline, Jet Fuel (A) Diesel, Kerosene, 12 (B) . Heavy Oil!!. _ -H ,haste orator oil.-(C) "new motor oil (C) transmission/hydraulic '-Synthetic Organics: degreasers Miscellaneous: DISPOSAL RECL MAT ON RBV.RKS: 1. Sanitary Sewage 2. Water Supply ^/ /�^ Q Town Sewer Public �.� 1 � �C 0�[.j �J;WV on-site (-) Private Ak �' rL�111 iCA L '`, 0V)`('0 -H : il)M_. , e- 3. Indoor Floor Drains: YES\ NO _ �®° 1 t1 V r _ -�=�oN �1� l Holding tank: MDC ;pu _ t -�/ , t� C a,y U A6 60eflc,�� O Catch basin/Dry well —ORDER V ���L M�_•y� ..�j �' _ 0 On-site system P6 (I - AU, (nAt_iM1A1 t I-n 4. Outdoor Surface drains:YES NO v Q ffoldinL tank: MDC - _ O Catch basin/Dry wall �y OOn-site system jdDYA �•�n ___��__ S. Waste Transporter �`� " �'° fG �N Licensed? .,besting ion .Waste Product. r ,, YE,S ESL V I 1 n D b'JN4.01, C erson s Infery ewe Inspector 'Date' u2Jet � - _ �VVN OF BARNSTABLE COMPLIANCE: CLASS: 1. Marine,Gas Stations,Repai.r a isfactory 2• Printers A R L OF HEALTH 3. Auto Body Shops ®unsatisfactory- 4. Manufacturers V Y '1� C'-{-w �=,��� ' (see"Orders") S. Retail Stores COMPANY 6. Fuel Suppliers ADDRESS �1J —Z` Class: 7. Miscellaneous QUANTITIES AND STORAGE (IN=indoors; OUT=outdoors) MAJOR MATERIALS Case lots Drums AboveTanks Undetgtouad Tanks !IN OUT IIN IOUT IN 1OUT # m7allons L7e est? Fuels: N; vz�"r7 Gasoline, Jet Fuel (A) � Diesel, Kerosene, #2 (B) ' � J Heavy Oils: ld�s � waste motor oil (C) new motor oil (C) transmission/hydraulic 2 - Synthetic Organics: degreasers ; i Miscellaneous: y . DISPOSAL RECLAMATION REMARKS: 1. ASanitary S age 2. Water S ly ® wn Sewer ublic 0 On-site P vate 3. Indoor Floor Drains: YES NO Holding tank: MDC •--____.____.._�..�_ --- - ® Catch basin/Dry well 0 On-sit system 4. Outdo o Surface drains:YES NO Holding tank: MDC ® Catch basin/Dry well ® On-site system S. Waste Transporter Licensed? Name of Hauler. _ Destination , ILI r 2 23 81 Persons t.I rviewed Inspector Date MID-CAPE MOTORS, Inc. Box 578 - 332 Falmouth Rd. \� HYANNIS, MASS. 02601 Area Code 617 Telephone 775-5912 — Parts Dept. 771-1661 July 28, 1981 Board of Health Town of Barnstable P.O. Box 534 Hyannis, Mass. 02601 The writer wishes to apologize for the tardiness and late reply to your inquiry to Mid-Cape Motors,Inc. and A.S.A. Realty Corp. regarding toxic materials. As I personally inadvertently filed your letter with previous correspondence from your offices. For you information A.S.A. Realty Corp. is the owner of the facilities occupied by Mid-Cape Motors,Inc. Also for your information we do not have a body shop. All work of this nature is sublet. All materials mentioned on your check sheet are stored in the con- tainers shipped by the manufacturer with the exception of our heating oil. The paints we have in inventory are the air tight spray cans of the typical touch-up paint cans. Motor. Oils and other fluids- are shipped by case in one quart containers. Other chemicals mentioned are also stored in similar small con- tainers and only opened upon use. We have on the premises two five hundred gallon underground waste liquid storage tanks. These are pumped out periodically by the Cynn Oil Company. Our degreasing equipment is leased from the Safety-Kleen Corp. which shpplies the degreasing material and removes the waste for reprocessing. All materials such as used anti-freeze, lubricants, gasolinoe are dumped into the above mentioned waste tanks. Please contact the writer if there are any further questions. Y rs truly, James S. McGonagle Pre si dent JSM:jf mom— — =:r.�.. �..-_� _ � "'-• - ---�•� ---•----.----.. Y Y N for BARNS ABLE COMPLIANCE: CLASS: 1 *Marine,Gas Stationsi Repair 0 satisfactory" •. 2• printers 3OAH D- O HCAUH � .4,•ttae,ufactttre'rsps unsatisfactory- Retail Stores VAN, 'f.1tCi� � (see Orders ) S. TAM � Z �. ' �-tv �. PP ve fuel Suppliers., Class . R 7. Miscel,ianeous • QUANTITIES AND S10RAUS (INSindoors; UUT=outdoors) 'Oa FMERIALS Case lots-a ( Drums ' Aboy anks Y Underground Tanks _ 1�1 1� - It 6 gallons a �s t 1_ Gasoline,', Jet Fuel (A) Diesel, Kerosene; 12' (0) y�=`' j � eavy Oils: taste motor oil (C) new motor.eil (C) transmission/hydraulic , 4 •nthetic ,Organics: degreasers ,�•� ry :cellsneouss 1 , lJ..�f A ! A _� _ r� 1 �� i"ALF.UUT WMIut , Sani ary Sevige. 2. Water Supply Town Sewer public On-site private - . .indoor floor Drains: YES 140_,r` • ,�---•fit*„. ;, Holding tank: MUC OCatch basin/Dry well 0 .UWsits system W_tt Y I!\N.6J �� GIi 'r. •....writ ...�.0�. . 71 )utdo6r Surface drains:Yl;5 N7_ (a Ilulding• tanks MUC - aLa 4 0 Catch basin/Dry well O Un-site System ---- aste TransporterMz 42m M "Vr� ,� tsedT ICE - .4 t t .�.. TOXIC AND HAZARDOUS MATERIALS REGISTRATION FORM NAME OF FIRM: Uoce a Gifu a MAILING ADDRESS: 3 n +c-(►� TELEPHONE NUMBER: _7 p-8LIZ3 CONTACT PERSON: fah4 , Does your firm-store any: of -the=toxi:c--or._haz-ar-.dous nat xials -Jist.ed-below, either for sale or for your own use, in quantities totalling, at any time, more than 50 gallons liquid volume or 25 pounds dry weight? YES NO This form must be returned to the Board of Health regardless of a YES or NO answer. Use the enclosed envelope for your convenience. i If you answered YES above, please indicate if the materials are stored at a i site other than your mailing address : ADDRESS: TELEPHONE: LIST OF TOXIC AND HAZARDOUS MATERIALS , The Board of Health has determined that the following products exhibit toxic j or hazardous characteristics and must be registered when stored in quantities totalling more than 50 gallons liquid volume or 25 pounds dry weight. Please put a �check beside each product that you store: / I i/ Antifreeze (for gasline or coolant systems) Refrigerants Automatic transmission fluid w Pesticides (insecticides, Engine and Radiator flushes herbicides,rodenticides) Hydraulic fluid (including brake fluid) Photochemicals V/ Motor oils/waste oils Printing Ink Gasoline, Jet fuel Wood preservatives Diesel fuel, Kerosene, #2 heating oil (creosote) Other petroleum products: grease, 'I Swimming Pool chlorine lubricants Lye or caustic soda Degreasers for engines and metal Jewelry cleaners Degreasers for driveways & garages !' Leather dyes ;! Battery acid (electrolyte) Fertilizers (if stored Rustproofers outdoors) Car wash detergents PCB' s Car waxes and polishes Other chlorinated hydro- Asphalt & roofing tar carbons, (inc.carbon Paints, varnishes, stains, dyes tetrachloride) Paint and lacquer thinners Any other products with Paint & Varnish removers, deglossers "Poison" labels (including Paint brush cleaners chloroform, formaldehyde, Floor & Furniture strippers hydrochloric acid, other Metal polishes acids) Laundry soil & stain removers Other products not listed (including bleach) which you feel may be' Spot removers & cleaning fluids (dry cleaners) � toxic or hazardous (please Other cleaningsolvents ' `' H E list. :: HEALTH DEFT. Bug and tar removers TOWN OF BARNSTABLE Household cleansers, oven cleaners Drain cleaners Toilet cleaners Cesspool cleaners Disinfectants , 2 0 1981. Road Salt (Halite) " I TOWN OF BARNSTABLE BAR_W 40. 3383 Ordinance or Regulation WARNING NOTICE Name of Offender/Manager �° ;rs6�,, 4-� ���, , ' (y Address of Offender_ r' { ;)t.aIL*--f drjo irl MV/MB Reg.# Village/State/Zip - t�.etc.i �. x ); c . = �'c'( Business Name rl 6&UA4",4: :ou am/pm; on Business Address �rT+�++. ." Signature of Enforcing Officer Village/State/Zip 4--f Location of Offense t t�►t,'<�eti ,a# _ - i i r��,ee�. k; ,, f-�'Pc` .,,�►r rj t zc Enforcing Dept/Division Offense —I' ,:)e t--e-4,z e&A t. ��t'.y��. if:t� Facts r L44(11aA4 sje -#a*Aty A F'+ CA = '• �` 1/t Jca.1 . 64...R i.ka 04,.-, r 4 uO-4:A iWo > 1 c`•c_s -L;ili J This will se a only as a warning. At this time no legal action has been taken. It is the goal of Town agencies to achieve voluntary compliance of Town Ordinances, Rules and Regulations. Education efforts and warning notices are attempts to gain voluntary compliance. Subsequent violations will result in appropriate legal action by the Town. WHITE-OFFENDER CANARY-ORD./REG.-PROG. PINK-ENFORCING OFFICER GOLD-ENFORCING DEPT. j YOU WISH TO OPEN A BP INESS? For Your Information: Business Certificates cost $30.00 for 4 years. A Business Certific to ONLY REGISTERS YOUR NAME in the Town (WHICH YOU MUST DO according to M.G.L. - it does not give you permission to operate). You must first obtain the necessary signatures on this form at 200 Main St., Hyannis. Take the completed form to the Town Clerk's Office, 1`� FI., 367 Main St., Hyannis, MA 02601(Town Hall) and get the Business Certificate that is required by law. DATE 6 P v Fill in please: APPLICANT'S YOUR NAME/CORPORATE NAME j IV%55u , tZ 'C. BUSINESS YOUR HOME ADDRESS:") a i�h l"',1--�� Ll 5,5- �� �O -rot 0(�l-kdtu A 56 -77/-3G3� _413 -�35— )ob )— G TELEPHONE # Home Telephone Number NAME OF NEW BUSINESS G W S,�(Afl i c (qdc (o4 TYPE OF BUSINESS aiMb�! IS THIS A HOME OCCUPATION? YES NOLJ , Have you been given approval from the building division? YES NO , ADDRESS OF BUSINESS `3 f c for E- MAP/PARCEL NUMBER -04 When starting a new business"ereare sever things you must do in order o be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St.'— (corner of Yarmouth Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING COMMISSIONER'S OF E This individual has been i ed of a y ermit requirements that pertain to this type of business. MUST COMPLYWITH ALL HAZARDOUS MATERIALS REGULATIONS Authorize ignature** COMMENTS: " 2. BOARD OF HEALTH This individual h b n inf rme of t e p r 't r uirements that pertain to this type of business. thorized Signature** / COMMENTS: 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. 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S�fi" �G�r� "S�t� �•(��`,�^"r2's�,,"r } ` ""' r�}�'�+�. ytix�P�{C i^Y,.`r'�'�r.�'*1���,#;3_ ��*rt��,s�us•"+ n �t ��.�r„�,y 4g. p z n •� x / �d'"Mt k��' �jt r.;,:-�rN.rrf' �x't a5- x`s . t .rs 4 y4} ,IpK r#`..: 'wt� j �J� �`9E #sR11 WE a , hit t � r3G ,.:y' } 3tt ���I �t�yk�i.'P" fA.. ��dr �,}�,h'11� ��5c'(:C' �ttt�''a�pi�,• � -' 6' f� �. � F}�'�:'rTt�+.�f� 1 � 2` ``�v1,At{.,•fi�a`�^� !-+} ,�C•�'? r ;,1\. ` �tx� rar.FJ'JI_r-oxaa j �k.�'� .. [�, � t � � � � .1, ��py,."Y9���: :; " ,�r�� �r� .�•'�i�"r4.1� �+ ri°.?�.-y'"��^pL�,:��, r frtis ;k�'�1,r afr �i. , � �; ��;,�',. �, r-�1 *' � `• a1...e"4 t'Fi�`{�' .�• '�? +:' ,3fx �^^ry fig, + r �, ;'f .•T y'.•t+& ",' t; ., {;� .`;t�' 6! f x'M{r... �i Ij� a 1 ,9• ! � ya � 4 •iQ' X t .r• la. yy�w�i-{{Y� ;a+. /� f�> \r.. b,� it J ' T� f✓� ° .ill •# � � L f�. �'�"a 1� ��k j��; 3���� �� ��im � � ���� The Board voted to approve the variances with.the I/A system with the following conditions: 1) record a 3-Bedroom Deed.Restriction with the Barnstable County Registry of Deeds, 2) supply the Health Division with a proper copy of the deed restriction, 3) submit a signed monitoring plan with quarterly testing and after the first two years, they can ask the Board of Health to consider a reduction in the monitoring requirements, and 4) apply to the DEP for the I/A system. B. Jim, LeBeouf, LeBeouf Septic, representing James DeMarco, owner— 149 Point of Pines Ave, Centerville, Map/Parcel 230-072, 0.21 acre lot, septic variances due to site constraint, repair of failed septic system. David Mason, Engineer, and Jim LeBeouf were present. The Board voted to approve with the following conditions: 1) A 3 bedroom deed restriction be recorded with the Barnstable County. Registry of Deeds, and 2) a proper copy of the deed restriction be provided to the Public Health Division. Vill. Variance - Pool: Stuart Bornstein representing Ridgewood Avenue, LLC, owner Doubletree by Hilton Hotel Cape Cod — 287 Iyannough Road, Hyannis, Map/Parcel 328- 210-001, pool variance. The Board voted to approve the variance to the pool to allow the stairs with the condition that the rungs of the stairs will be painted a different color from the pool to assist in making them stand out. `X. Underground Storage Tank: Matthew Eddy, Baxter Nye Engineering, representing Balise Motor Sales — 322 Falmouth Road, Hyannis, Map/Parcel`293.010, install a 4,000 gallon double wall steel storage tank which is,a three compartment tank for waste oil and new motor oil. The Board voted to approve without conditions. The.contact name for the monitoring is Dennis Bolduc. X. Variance— Food (New):: A. Tracy Pavlas, owner, Hot Diggity Dog — 569. Main Street, # 11 D, Hyannis, Map/Parcel 308-444-OON, grease trap variance. The Board voted to approve the grease trap variance.to extend until whichever comes sooner: until a new owner is in the space, the five year lease expires, or five years has lapsed. At this point, in order to continue,a grease trap or a Trapzilla will be installed. B. Terri Perry, owner, Caffe' Crumb — 846 Main Street, Osterville, Map/Parcel 117-075-001, grease trap variance. The Board voted to approve the grease trap variance based on the submitted menu. Page 3 of 4 BOH 3/13/12 BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street,3`d Floor,Hyannis,MA 02601. TeC(508)771-7502 Fax: (508)771-7622 MEMORANDUM ! To: Thomas McKean, t From: Matthew Eddy, P.E. " Dated 3/9/12 , Re: Balise Nissan—Underground Storage Tang cc:` Jim Denias-Balise r - Dennis Bolduc, Bolduc Mechanical Services Please accept the following in response to your request for the verification of 5 foot separation between the proposed bottom of the underground tank and the Adjusted High Groundwater Elevation. Attached hereto please find: 1.. Adjusted High Groundwater(HGW) Level Computation. 2.. The Geotechnical Report, dated 8/21/2011; performed for the Balise Nissan site. Based on the Geotechnical Report, the observed groundwater elevation at the time of the investigation was 30.5 ft. The high groundwater adjustment calculation Has been performed and the adjusted a maximum HGW elevation is 32.4. The tank installation is proposed as follows: • The finish grade elevation,over the tank is 45.0. • Top of tank is buried at 2 ft below grade (in accordance with NFPA 30 -6" reinforced . concrete slab and 18" of gravel borrow base material) 43.0 " • Bottom elev of 64" diam. Tank_ = 37.6 ft. { - . '..* • Adjusted HGW is 32.4 ft. •,, • Separation between bottom of tank and adjusted maximum HGW Elev= 5.2 ft ji /-' Fy�tia o� q �Pd1A T TH a W. co CN " No.4 1 Fr!S I _ HIGH GROUND4W#1 TER LEVEL CQ9m TATI®N r Date:: 3/2/2012 Site_Location:; 322 Falmouth Rd. - perm.it "j Hyannis, MA Balise Auto Realty LP . *' Qwner: y Pho,ne Contractor:' Baxter Nye Engineering Phone: 508-771-7502 Notes: Groundwater -information taken- from Geotechnical .Investigation prepared by Briggs Engineeringt & Testing, for-Proposed Nissan Building"-'dated 8/21/2011. STEP I ;Measure depth to water.table I Q/ to nearest I/10 ft. ri y/ `i :(depth;is in,feet below and•surface') ?Dat 8/21/2011 ` 15.5 Boring - ���: I B-4 e .. mm/dd/yy fj feet below,Is:` STIE'P'3 ___ ' Using Water-:Level Range:Zone and Index Well 'Map I;ocate site-and deterriaine A)Approph&e index,well ��, - AIw-230 B.) Water-level:ranger•zon.e:. D 4-4.9 1 STEP 3' Usmg rnontfily""Current Water Resources C/YY Conditions"determine current depth to waterlevel for index well: 21. Provisional Value ST1E.Pr'4 Using,Table of Potential Water Level Rise:for. index,=well (STEP.2A), current d:epth:ao:water level for index well (STEP 3;}, and:water-I:evel zone,(STEP 2B) deterrrtin.e water=level` 1.9 ad�ustmenf: A 0 :STEP.s, Esti a`m to depth to.high water,by subtracting the; 13.6 water-level ad�ustrrient (STEP 4).frorn; p measured depth to water), site (STEP 1')` et iV;OTE*' Tatsles 1-.9 "Pdtential W, 3ter,Level Rise,"are attached as worksheets to;this fife. - Ground Elevation at'Boring B-4 = 46.0 ft Adjusted Depth toHigh Groundwater— 13:6 ft t ` Adjusted Elevation of High Groundwater'F= 32.4' ft. ' month[y:`,ndex_well data, www.capecodcon missaoTLord%wells.html •CAPELCOD COMMISSION i USGS OBSERVATION.WELL DATA , February-2012 ,To be used in conjunction with Cape Cod Commission Technical Bulletin 92-001, the USGS procedure for estimating high groundwater levels on Cape Cod, Massachusetts. ;• f The following water level measurements are taken monthly and will be available the last , week of each month. The Bulletin text, forms and maps are available online at: http://www.capecodcommission.org/departments/technicaIservices/water/groundwaterleveIs ' Water Level.Below Well Land Surface Datum Barnstable 23.0 Barnstable 247` _ 23.33 - Bourne `v 198 � � ;• ;.,: .,- ti - 32.26 .. Brewster 2l . �.�.` 9.22 , Chatham 138 24.19 Mashpee 29 7.91 - Sandwich 252 46.98 Sandwich 253 48.08 Truro 89 `* ` , k r t 11.62. Wellfleet 17 10.53 *Adjusted Provisional Value to use as replacement until well can be replaced k t • P i f - Potential water-level rise,-in feet, for use with -Table 1 index well Barnstable A1W-230 WATER r LEVEL _ ZONE A ZONE B ZONE C ZONE D ZONE E 20.5 0 0. 0 0 0 20.6- 0.1 0.1 0'.i 0.1 0.2 20.7 0.1 0.1 0.2 0.3 0.3 20.8 0.2 0.2 0.3, 0.4 0.5 20..9 0.2 '0.3 0.4 0.5 0.6 21 0.3 0.3 :s t '0r5 0.7 0.8 21.1 0.3 0.4 0.6� 0.8 0.9 21.2 0.4 0.5 0.7 0.9 1.1 21.3 0-A 0.5 0.8 r . 1.1 1.2 21.4 0.5 0.6 0.9 1.2 1.4 ' 21.5 0.5 0.7 1 . 1.3 1.5 21.6 -0.6 0.7` , ` , 1.11. 1.5 1.7 21.7 0.6 0.8 ` 1:2. 1.6 1.8 21.8 0.7 0:9 1.3 . 1.7 2 21.9 0.7 0.9 1.4 1.9 2.1 22 0.8 1 1.5 2 2.3 22.1 0.8 1,1., 16 2.1 2.4 22.2 0.9 1.1 1 1.7` 2.3 2.6 22.3 T 0.9 1.2 . f `1.8 2.4 2.7 22.4 1 1.3 P1-.9" '2.5 2..9 22.5 0 1.3 2 2.7 ;3 •22.6 1.1 1.4 . 2.1 2.8 3.2 22.7 1.1 1.5 2.2 2.9 33 21.8 1.2 1.5 y 2.3 '. 3.1 3.5 , , 22.9 1.2 1; 2.4 - 6 3.2 3.6 23 A-.3 1.7. 2.5 3.3 3.8 23.1 1.3 1.7 2.6 3.5 3.9 r . 23.2 �1.4 1.8 2.7 3.6 4.1 23.3 1.4 1.9 E, 2.8 3.7 4.2 23.4 1.5 1.9 2.9 . 3.9 4.4 23.5 .1 5 2 .. . 3.. .. 4 4.5 :6 2.1.4 3.1 23.6 1 4.1 4.7 23.7 1.61. 2.1 3.2 4.3 4.8 23.8 1.7 2.2 ,' 3.3 4.4 5 23.9 1.7 22.3 r 3.4-, 4.5. 5.1 24 1.8 2.3 3.5 .. 4.7 5.3 24.1 1.8 2.4 :,; 3.6 4.8 5..4 24.2 1.9 2.5 3.7 4.9 5.6 24.3 1.9' 2.5 3.8 5.1 5.7 : 24.4 2 2.6,, 3.9 5.2 •5.9 24.5 2 _ 2.T. - 4 ..5.•3 6'. 24.6, 2.1 2.7 4.1 5.5 6'.2 24.7 2.1 2.8 4.2 5.6 6.3 r24.8 2.2 2:9 4.3.. 5.7 6.5 T, 4T6.35 B x, i 47 I _-- .9 47.8 - �� 48 IC B0TOF 46.65 T0� I xL --ate- -------- _ C RET �: AREA BOC ` __ - o _ 45.0 � 43.5- ° S F .. - 45. - \ RD INV - TIC 46.3 41.67 45.4 5 BOC - -_ C6 4. 5 TOG---- - ° 45 _ �_ L _ x . 45.0 45 S,5 -. 45.2 1 ry LINT E 1. q 45 4 x 45.1 q 45.23 C „ 4 518 5 510. 'CPP X.i --� C 45��15. LF `45.1 \ -SAWC T 5.43 .. 45.3 - Ogg - 4 •22 00< •� RD INV = _ 44.3 4 5.6 45. 4 G.F4 :` 45.54. 4 X 44.20. f „o 1 SET IC s x 89 �lh 47.87 SERVE AREA 45 0 MAG/ o G.F.E.--5:58 6, ILo G.E.E.=45.34 45.34 0 'CPP 0 45.0 BOG - a D% zD 5.30 TOC o SPRINKL N R(90 D EL.=46.18 SEE G.F.E. M • . SI G RAL�RFC.I# G.F.E.= 45.51 - 45. PLANS FOR DETAILS 5 41go45.51 x 30C�68 C�q � 00 M 47 - N 1 - 0 �s ., -OC _ 47 4 4 GS 4 4 .0 BOC ' xP,K� ET i \ ' 50.0 w x %5.0 5. 0 oC- 2 2.50 ° 4 .50xT� \ \ 0 5 7 \46. .� boC -x-4b26� PVM /� VM 7.63 2 ` 45.40 \O�o x 46.69 VM 6LBb 4 47.6 1 5 boc`, _ f� xp �s 47.: i i 9. 2 o XI 4to ^M - `t �\ x 46 x3. r ; pxin x xx w 46. v ram., x45.53 .61 \PVM07 - \\;.. 8?2 r i P M i/4..9 7n up 7�Sff- PVM S I V�CATCH � no.,n PVM � ARENS -- ,13 r% 'd e 1 11 'a To St 1 - August 2l 2011 Baxter Nye E'n;gineeri:ng,& Surveying c/o Mr.-Matthew,,Eddy' 78 North.Street Hyannis; MA 02604 RE: Ge.otechnicallnvestig:ation`Report Proposed'.Nissan Hyannis:Building At 332 Falmouth Rd. (Rte 28), Hyannis (1arnstableh MA In accordance with your authorization of Proposal: No. .MA..02.1080.0`dated July 27, 2011, Briggs Engineering & Testing,s.A Division of PKAssociates (Briggs) has -completed our investigation of the subsurfacecondifions'at the above referenced location and completed this Geotechnical Report. ,- 1.0 Project Descr-iption.and Location . The ro osed ro'ect consists of'demolition of the front south portion of an existin p p project ( ) P g auto sales dealership building and replacing;the demolished: space with a slightly larger building,addition: Refer to the attachedFigure 1 for site layout including existing and , proposed building layouts. siteislocae&ontndeoFamouthn Road•(Rr oute 28) and is=abutted by Bearse`$ Way to,the.west and Corporation Street'to the east,: Barnstable Airport and traffic rotary are to-sated about 1:5 mikes e.ast;of thesite Hyannis f. ,arbor is::oeate:d: :.. . ..._ ,.. about.2.5 miles.so.uth of the site, ` Topography at the site and within 500 feet is,.generally level with several gentle to ;moderate-slopes.:Regional topography within one mile of the site generally slopes down to the south to Hyannis Harbor. Briggs visited thesite on June.30; 20.11,,and;observed,surface conditions'via;test: borings: Several utilities including electric, 'telephone and;water are supplied to the -existing build'ing.via underground and overhead utility limes;. www.briggsengineerin com" 100'Weymouth Street.—unit B-1, Rockland MA 02370 Phone (78:1),871-6040 Fax (781)B71=7982 Offices in Boston and Cumberland.Rl t Geotechnical Investigation for Proposed Building Addition 332 Falmouth Road, Hyannis, MA August.21, 2010 Page 2 of 10 2.0 Subsurface Explorations The subsurface conditions at the Site were explored under the supervision:of the undersigned Briggs' Geotechnical Engineer. The explorations consisted of advancing four (4) test borings around the perimeter of the proposed building as shown on Figure 1. The borings were terminated at 21 to 26 feet depth. The borings were advanced on June 30, 2011 by Able Soils— Earth Tech., Inc. of Harrisville, Rl_ The borings were ck mounted boring rig using solid 4 inch inside diameter casing in accordance with ASTM D1586, "Penetration Test and Split. Barrel Sampling of Soils". Standard Penetration Tests (SPT) were performed at five foot intervals or more frequently as noted on the attached test boring logs. Soil samples were field classified by David Geisser, Geotechnical Engineer on a full- time basis using the Bermister Soil Classification System. Soil descriptions by Briggs are-presented in the attached test-boring logs. 3.0 Subsurface Conditions Soils stratigraphy consists of grass and topsoil or asphalt over sandy fill and subsoil (at. B-4),. underlain by sands and silty sands. Asphalt Pavement. Bituminous asphalt pavement was encountered in borings B-1, B-2 and B-4 at grade to. a depth of 0.4 feet. The other three borings were advanced in landscape areas, free of asphalt. Silty Sand Fill Silty Sand Fill consisting of fine to medium sands with trace (less than 10%)gravel, trace to little (less than 20%) non-plastic fines (silt) was encountered to a depth of 1.5 to 4 feet belowexisting''grades. The fill is grey-brown and"Medium dense to Very dense with SPT N-Valued of 11 jo greater than 100.. Topsoil Silty sands with trace organic content were found in B-3 to 1 foot depth. An N-Value was not recorded within the topsoil zone as.a full 18 inches of topsoil would be necessary for N`-Value recording. Subsoil Silty sand with about 1%0 organic content was encountered in B-4 below the silty sand fill from 4 to 5.5 feet depth. The subsoil contains mostly fine to medium sand with little silt. This layer is light orange brown and medium dense with an N-Value of 11. 1 SPT N-Value is the number of blows for a 140 lb. hammer falling freely throe h 30 inches, required: to advance the standard split. spoon. sampler the last 12. inches of an 18 inch sampling interval. Geotechriical Investigation for Proposed Building Addition 332 Falmouth Road,,Hyannis„MA August 2tj 2010 Page 3.of 10 Sands and Silty Sands Undisturbed sands were encountered in each boring below the fill soils to the full depths of borings at 21 to 26 feet: These deposits have generally trace,gravel and trace to little silt. Silty Sand was encountered':below the silty.,sanid:fill a Boring B=1. only. These granular deposits are-medium dense to veryd'ense with SPT N-nalues ranging from 9 to ; -greater than 71. The granular soils are�ge.n ere lly light brown in color. Refusal . No refusals were eh.countere`d'iri any of the borings: 3.1 Groundwater _ .. j......... Upon completion of each test borinCeaindat]!L,atertimes' to three hours later, a tape measure with hollow,"plunker" devi lo i e bore-hole to measure water F that mght have seeped into the borehole during,penetration of the boring and/or after removal of sampling.equipment. Groundwater was encountered in B-3 at 16.2 feet after two hours and 15.5 feet in 13-4 gat three hours. The other-two holes collapsed at 14 feet upon'removal:•of drilling equipment and:the base ofhole.uva's dry indicafing groundwater is deeper than..14 feet depth at those:two locations, Groundwater`levels may be affected by local'anomalous conditions such as underground utilities or confining silty oriclayey•soils as-well as seasonal factors and y thus Ma. .. nt the level to be encountered;in the future, Generally;, ter levels are hi.ghes R and:lowest in the late fall. These roundwater de the were measured in late Jul w : roundwater elevations are - : la p Y g; . d to be deeper'than springtime:depths. Based groundwatet measurements discussed. above; Briggs concludes that stabilized groundwater is at a depth of 1.5 feet below,existing,grade: . ,{ - 4 0 FINDINGS CONCLUSIONS AND-RECOMMENDATIONS 4.1 Foundation.Design We recommend that the proposed.building be supported on shallow spread`footings bearing on the undisturbed inorganic granular soils_(sand and silty sand) and/or, Structural till over fta. ranular siabgrade. Conventional footing would consist of continuous wal_I and.spread footings. Footings should be sized for an`allowab.le beanng'capac ty of 2.0 tons,per square:foot (tsf) for footings with a 2.feet minimum width.- The allowablo7beating capacity is for all. y combinations+of live and dead loads with a 33 percent increase allowed for seismic and, wind loadings: Geotechnical Investigation for Proposed Building,Addition- 332 Falmouth.Road, Hyannis, MA August 2;1, 2010 Page 4 of 10 Strip footings should be at least 24 inches wide and isolated column footings should be. a:minimum of 36 inches. The bottom of all exterior wall or column footings should be a minimum of 4.0 feet below finished grade to provide adequate protection against frost heave action. The 4-foot frost depth would also apply to foundations in un-heated interior areas, if any. All footings should be°installed at relatively consistent depths. Exterior footings would typically be about 2 feet deeper than interiors footings. Footings should not be deeper than a. Line drawn from adjacent footings at a 2H:1 V slope. Total settlement due to the compression of the bearing soils should be less than 1 inch and the total differential settlement should be less than 1/2 inch and should pose no significant structural problems. Transition from the existing shallow wall footings to the proposed shallow wall and spread.footings should be simple. The new footings should match bottom of existing footing grades and step up or down moving southward away from the existing.footings as necessary to maintain at least 4.0 feet of burial depth as site grade gently falls to the south. Steps should be no steeper than 2; H : 1 V. The new footings can be either rigidly connected to the existing footings by-dowelling or kept independent. The. independent foundation option would likely require installing a construction joint between the new and old above grade building walls and roof to allow for independent movement of the old and new building components. It is our understanding that no earth retaining; walls are. proposed for the site. Briggs estimates the following lateral earth pressure coefficients should walls be considered: Site walls rigidly connected to the building foundation and the foundation walls themselves should be designed for at rest condition. At rest lateral earth pressure coefficient (Ko) is estimated at 0.49. Flexible site walls can be,designed with an active lateral earth pressure of Ka 0:-32 for the undisturbed sandy soils and-fills. - - The passive earth pressure coefficient is Kp=3.12. Soils from existing grade to a depth of 15'feet below the existing grade are presumed to be dry with an estimated dry density of 120 pcf. Submerged site sands below that depth have an estimated unit weight of 58 pcf. Structural Fill' density is typically about 135 pcf and would apply for backflls against retaining walls and within' one foot of finished grade., Undisturbed sand subgrade internal friction angle is estimated at 31 degrees. These parameters can be used for wall stability calculations. Geotechnical Investigation,for,Proposed Building Addition; 332 Falmouth:Road; Hyannis; MA. August 21, 2010 Page 5 of 10 4.1.1 Proposer/Slabs A minimum &&inch thick layer of Structural Fill'is recommended immediately beneath all proposed slabs. Organic and fill soils were encountered within the upper 1.5 to 5.5 feet below existing site grade and must be.remOUed from all structural areas including the proposed slab so that these structural elements do n:ot seftle substantially. Also, existing foundations are presumed to extend about 4feet below existing grade. These. foundations and slabs and associated fills should be excavated from the building area.. , Any gravely sands encountered in "the excavations-should: be segregated from foundation materials an_d silty soils for reuse as granular of structural fil'Is as discussed in Section 4.:5; Organic and:loose soils should be excavated:from;proposed footing:areas and.should be replaced by controlled compacted lifts of Structural Fill, Backfill above footing grade ; to within six inches of underside of slab or pavements can be filled with Granular Fill as referenced in Section 4.5, A modulus of vertical subgrade reaction of 120 pound per cubid,inch (pci).would-apply' o slabs resting compacted..Structural Fill over medium dense ordenser undisturbed . granular-subgrade; `No.basernent space'is proposed forth. new addition, therefore excavation below ' groundwater is not expected,to occur.given that groundwater was encountered at about 15 feet belowexisti,ng grade d.. ringi gation; Hydrostatic uplift is not a design concern-for the proposed�s leg b on grade,constructi.on. 4.2 Setsrr►rc Design The undisturbed sandy sub grade and compacted Structural Fill or Crushed Stone are not susceptible to.liquefaction du'ring the postulated sefsrnic event given their grad;atfon, -- d'epth to groundwater and relative densities: Thise;valuation is in accordance,with the lnternationa-Build.ing Code, Bth'Edition�with Massachusetts State Amendments. Tabulated spectral response acceleration coefficients, Ss and SI are listed'as 0.20 and 0::054 for projects in 'Barnstable; MA. Site soils are Se mic Site Class D for the Pro posed building location,: 4.3 Excavations and'Subgrade Protection To:psoil`, subsoil, existing foundations:a;nd existing'fII must be excavated from all, proposed structural areas including building areas, pavements,.walkways and exterior slabs. The undisturbed>sandy s'ubgrade should not:require protection. Any pockets of Geotechnical Investigation for Proposed Building Addition 332 Falmouth Road, Hyannis, MA August 21,.2010 Page 6 of 1:0 undisturbed'silty sands may be moisture sensitive. Silty sand subgrades may become disturbed' by rainfall and construction traffic.. If silty subgrade becomes wet, it should be allowed to dry or be excavated to moist subgrade prior to placing footings or fills. Backfill over excavated wet silty sands should be a six inch thick layer of 3/ inch minus crushed stone wrapped by Mirafi 140N filter fabric or equivalent. Subsequent fills over the crushed stone can be as discussed-in Section 4..5.. This condition is .not expected to be prevalent. Excavated granular subgrade should be stockpiled separate from organic soils as the granular soils will be reusable as Granular Fill or possibly Structural Fill if blended with crushed stone. Subgrade soils with more than 2`5% silt (if any) should be segregated and disposed. Footings excavations should extend to bottom of footing grade unless silty subgrades become wet by rain and require excavation due to disturbance.. In that event the subgrade should be excavated 6-inches deeper than the proposed bottom of footing grade to allow placement of 3/ inch minus crushed stone as recommended in Section 4A. The stone should be placed on filter fabric over the undisturbed silty sands. The crushed stone layer will serve as a drainage layer for sump pumping and maintaining a dry excavation. Subgrade protection in the sandy subgrades with less silt will not be necessary. Crushed stone should be compacted by making at least three passes per six=inch Lift using a vibratory roller or large plate compactor. Refer to Section 4.5 for additional backfilling recommendations. Unsupported excavations should slope up from.the bottom of excavation in compliance with OSHA guidelines/standards. If excavation to proposed foundation grades extend deeper than 4 feet, then these excavations should slope away"from the excavation areas. If the Contractor chooses to use trench boxes or other lateral earth support -measures, the-listed'`lateralearth�-pressure-coefficients presented in Section 4.1 can-be used for design. Excavation for subgrade should be witnessed by a Geotechnical Engineer to confirm that organic; loose or fill soils do not exist at proposed footing:areas The Geotechnical Engineer would also determine if the bearing:subgrade relative density is consistent with the test boring data and has not become disturbed by excavation, water movement. or dewatering activities. Excavation effort should be easy to moderate to reach the undisturbed granular subgrade Bedrock removal is not exoected as no evidence of bedrock was encountered within the 26 feet depth explored via this investigation. Boulders and cobbles may be encountered in the fill and subgrade soils. An excavator would typically be used to remove soils, cobbles and boulders in.proposed foundation areas,. Geotechnical Investigation for Proposed Building Addition: 332 Falmouth:Road; Hyannis, MA August 21,2010 Page 7 of 1 0 ' 4.41 Wafer Control` a Minimal dewate.ring of foundation;excavations,after rainy weather would be expected. Therefore, foundations shouldrbe`placed as soon.as possible after excavation and any silty subgrade soils that become softer'ed,by watershould be allowed to dry and-be're- compacted or should be excavated and replaced'by3/4 inch minus crushed stone wrapped in filter fabric as discussed previously. Backfill above the crushed stone layer-should be Granular Fill to within 6 inches of underside of`slab�on grade. All Granular or:Structural Fills must be placed "in the:dry" after water•is pumped to at least 6 inches below the base of excavations. Granular and Structural Fill must be adeq.u4tely compacted:as discussed in Section 4.5 prior to ` placing additional fill.. Subgrade at slab on,grade'areas should also•be protected by placing and compacting Structural Fill as soon as possibl`.e so that silty subgrade soils do not become disturbed ` by-rainfall and construction traffic causing muddy conditions. Silty sand subgrades that become wet by rain should notbe traveled on or they may become disturbed: Disturbed silty sands should be.-excavated i and be replaced by compacted lifts of Structural Fill in proposed building areas. Structural Fill may be.used-where silty subgrade is exposed and will not be covered by 'foundations or, fills until!after llr4fnfail is forecasted... Perched groundwater movement laterally across the proposed excavations might occur during and after rain.event. This a .perched water may accumulate in excavations and require removal by sump pumping.. xj r Also, surface dlrainage should be directed away from excavations during construction so that the:bearing surface does not become.'softened by water flow or puddling: -Rapid -water movement canalso scour soi(s andrtundermire foundation ;therefore surface • - n� „ . water protection such as earth berin's should be constructed'., This can be.accomplished with prop.er,grading or construction of small dikes atythe etlge of-the excavation Vapor barrier.,or,retarder der should be m Palled under all slab areas unless otherwise: specified by the Architect:' At"-present no basement Space'is planned. A perimeter foUndatlo-h drain is not: recommended around the.proposed foundations unless abasement is constructed-. 4.5 Backfill`.and Compaction Silty sands and/or sands excavated in footing areas can be reused as.Granular Filil to r within one foot;of the underside of'pavement or slabs provided the silty sands can be compacted to 95% of its maxim..um dry unit weight'. Excavated sands and silty.sands may be mixed to produce a sandy blend;.-The.sandy soil wilt have a fines content'of ` k i Geotechnical Investigation for Proposed Building Addition 332 Falmouth Road, 'Hyannis, MA August21, 2010 Page 8 of 10 about 10 to 15% based on the soil conditions observed in the test borings within the upper 4 feet. These soils should:be re-useable as compacted Granular Fill provided all organic soils(if any) are segregated. Structural Fill should be used under footings and crushed stone should be used as the initial lift of fill' in wet areas. The final 6 inches of fill under slabs and pavements should be Structural';Fill.. Structural Fill should,also be used as backfil.l against the exterior side of foundation walls extending out 3 feet from the foundation walls and vertically down to the,bottom of footing elevation or perimeter drain if installed. Granular Fill can be used elsewhere under slabs below a depth of 6 inches but not in footing•stress zones_ It should be noted that Granular Fills with more than 20% fines (material passing the #200 sieve) are moisture and frost sensitive. These materials will be very difficult to compact if wetter than optimum moisture content. Typically, silty sands with more than 15% fines at about 10% or greater moisture content are very difficult to compact to the required 95% compaction. If these soils become wet by rain fall or have been excavated below the water table, then drying these soils., especially during cooler seasons will be very slow. Moist soils should be segregated from wet soils and all soil piles intended for reuse should piled in conical piles to reduce absorption of water during rainy weather. These recommendations only apply to soils having greater than 15% fines. A small portion of the silty sand fill and subgrade to 4 feet depth (within the anticipated depths of excavations), should require subgrade. protection or special handling due to high fines content. Within the areas excavated for footings, walls, and other limited areas where large compaction equipment cannot work, we recommend that the fill be placed in loose lifts no more than six inches in thickness and be compacted with small hand manipulated machines such as pneumatic compactors, vibratory compactors, etc. In areas where large vibratory compactors such as a Raygo 400A or equivalent can be used, we recommend that the loose lift thickness not exceed 12 inches. All backfil'I' placed in load bearing areas including under non-Structural Slabs and under footings should be-compacted to a minimum of 95% of the maxiMUMr dry density as determined by the test designated modified.ASTM D1557. The:crushed stone layer requires compaction by making at least three passes by a vibratory plate compactor or vibratory roller. No compaction testing will be necessary for the crushed stone fills. Crushed stone fills thicker than 12 inches should be placed in one-foot lifts and be monitored by a Technician or Geotechnical Engineer. Geotechnical.Investigation for P'roposed':Building Addiaion 332 Falmouth,Road, Hyannis,;MA.. August,21,2010 Page 9 of 10 Crushed stone should have the foilowing gradation:;, ' J CRUSHED'STONE Percent Passing U,S. S'ieve Size & N_umber: Maximum Minimum 1 inch --- 100 3/4 inch .. - ' 100 90 .1/2 inch a 50 10 3/8 inch 2Q 0 No.4 F 5,4 0 Structural Fill should consist of well-graded natural'sands.and gravel or crushed concrete., Structural'Fill should`be free from excessive plastic fines, organic matter and "deleterious material,;and should'have the following gradation: i RECOMMENDED STRU_CTURRAL FILL GRADATION Percent Passing' U.S: Sieve Size & Number sMaxiinum. Minimum 213 lift thickness 100 • 100 1.inch 100 , 60 No:.-4 85, 25 No. 201 60 10 No. 50 35. A, No, 200 *B8dkfil within three feet.laterally of earth retaining';wails'or'baserrient walls (if any). -shall have 5% or less material passing the#200 sieve. Retaining walls and basement' foundations are not part of the proposed design at this.time; Granular Fill;under proposed building,.space should be free of appreciable asphalt' - content as thiscan off gas into occupiedspacecatas►ngpassible health concerns. Granular Fill should consist of well graded natural sands and gravel free from excessive - plastic fines--orga`nic matter and deleterious n ateria`i,, and should have the following - gradation,- RECOMMEND,ED GRANU:LAR'FI -L.GRADATION ` -. Percent Passing U.S. Sieve Size &,Number Maximum Minimum. 213 lift thickaoss 100 100 1 inch too 6Q - a No;4; 90 25 No..200 r 25, <0 I Geotechnical Investigation for Proposed Building Addition. 332 Falmouth.Road, Hyannis, MA August 21,2010 Page 1:0 of 10 5.0' Limitations and Exclusions All.the professional opinions presented in this report are based solely on the scope of work conducted and sources referred to in our report. The data presented by Briggs in this report were collected and analyzed using generally accepted industry methods and practices at the time the report was generated. This report represents the conditions, locations, and materials that were observed at the time the field-work was conducted. No inferences regarding other conditions, locations, or materials, at a later or earlier time may be made-based on the contents of the report. No other warranty,.express or implied is made. This report was prepared for the sole use of our client. The use of this report by anyone other than our client or Briggs is strictly prohibited without the express prior written consent of Briggs. Portions of the report may not be used independently of the entire report. The above recommendations and conclusions are based on our evaluation of the obtained data presented in the text. We would welcome the opportunity to monitor the pertinent phases of the foundation construction; thus,.if differences are found between: the field conditions described herein and those encountered during construction, we can modify our recommendations in a timely and professional.manner.. Thank you for engaging our services to undertake-this project. If you have any questions, please do not hesitate to contact us at your convenience. Very truly yours, Bdggrs Engineering& Twdng David W. Geisser Nicholas A_Lanney N CMLAs Project Engineer Professional Engin NAY . Na 30789 if DWG:dg ssi Enclosures: �r, ON �. Figure 1 —Site Sketch Test.Boring Logs. F 000, EXISTING. . BUILDING .; .R . . PROPOSED;ADDITION. : : • . EXISTING LKJ A }PAD \B_-LOT CO ORATION , . . STREET EARSE' .. a ..R . . . . a : . . . B 3 5 B-2 . . ... _ . EXISTING PAVED.AREA FALMOUTH ROAD(RTE 281' LEGEND: EXPLORATION LOCATION PLAN I�t ..PROPOSED BUILDING ADDITION NUMBER AND APPROX., 332 FALMOUTH ROAD,HYANNIS;;MA LOCATION OF TEST BORING BY;BRIGGS. Scale. NX3. vDrawn. DING' Briggs_En,neering&Testing " Date.-AUG;:2011 Check: NAL AD+vdionofPKAssocmtes„Inc, , -CLIENT i ENGINEERING&TESTING, L YERRYDRLMSERVICE . BORING I ROCKLAND,]MA otechnical Services WELL PROJECT HYANNIS.NISSAN LLE R-1.- LOG HYANNI$,IMA. fNSPECTOR R S PERRY BORING CASING SAMPLER "CORE BARB GEISSE62 NO-STA. OFFSET HEET 9 E HSA ss�. EV. :OF SIZE ID 3.26 t3 5 .: ART JULY 30,261 .. . - FILE HAMMER.WT: .INISH. .1,EJL�`.3O,2f�=�. NO. b'�412 HAMM.FALL : 301N.: . , :. - PLE MURSTURF . A NO DEPTHAANGE 'RECI BLOWSl6" :.TYPE `DENSITY CHANGE SOIL IDENTIFICATION 1S FIELD.CLASSIFICATION ONLY . FEET• .0EW.P ON:SAMPLER> ORCONSIST FEET.- FOR EXACT GRADATION:LABORATORY TESTING'IS REQUIRED 1 0.5.-2.5'-t,16%24" 3-5 6 8 SS DORY _- 0.4' ASPHALT M.DENSE SILTY SAND FILL,F/M,T�ACE GRAVEL, -3-0' LITTLE`TO TRACE SILT,BROW 2 4`-6' 1i6/24''_ 3-54 4-. SS bRY SILTY SAND,'F C,TRACE GRAVEL VOSTLY MEDIUM, 5 LOOSE LITTLE SITL,ORANGE BROWN,DRY ;9'-11' '{8/24' 12a-8-'f1 SS .' ;DRY SAND,.FIC,TRACE SILT,,LIGHT BROWN„ 10 "'M,DENSE. STRATIFIED,DRY 4j . 14`-16 -'44'/Z4' .1Cr19-21-17.' SS DRY;. SJWD;F'/C,TRACE GRAVEL TRACE SILT,' 16 DENSE LIGKr BROWN,STRATIFIED, 19_-21 ti'8/24.r`21-29-27-30..,SS WET. SIMILAR:TO A80VE,WET 20 - V DENSE �.- BOTTOM OF;BORING A7 21.0 FEET 25 n ._ .- - f;X r;r _ 30 ;.xf ', 35. .. S saLt{•svooM. '1�0'Po wci:Z4m 1a-on r O.D: T-THINWALL'-TUt ..Coheslonless;0ensi DoLeswcanshia�x -: DRY AT i .0 AFTER: 2 RR . ,..., _ U-UN6tSTURB®.PISTON .,U•�VatyTmsa 0-2.VeM Sofl.. RTIONS USED AT AFTER RR O-OPEIJ'@IDROOSH Loose. 34Soft. tre'o-•10% .. W-WASH:SAMPLE 10�Mei Dense 58':Hletl.S,ur � Me T0-m NOTE Levels am wall seasonal fluituallon a A-AUGERAWPLE 3-A9 rDease 9-15`6m some:2(1-35% the dMee olso0 sdwaHnnwhen Me Long wes.lelma f#,Very Dense .1".veryiR.S - r CLIENT BRIGGS ENGMEERING&TESTUNG .EE YDRILL.SERVICE %BORING / ��c� M ,, Ot�C�1T11C8I Services ALL PRtOJECT :�I�'�P��lIS ESSAN LOt�' S. KRR 5 BORING ' CASING' ~SAMPLER °CORE B �. INSPECTOR {�.of"' -., ._ L:u OFFSET HEFT ;�. _::.E :. ISA o ,�l :j - -F ..... .. - - ... � v SSE ID . aJLY �JFILE 1lAMMER WT `$LY3fl;' tA'61 _,.: �.. •...a.� - .., NDj._ �� - HAMNL I . A NO DEPTH RANGE `RFC! BIOWSf6" TYPE `DENSITY: CHANGE SAIL iDENTSFICATION IS FIELD CtASSiFlCATfON ONLY FEET xEEN. ,ON,'SAMPIFR: _OR.CONSIST FEET FOR,EXACT GRADATION.LABORATORY:TESTING:IS REQUIRED -2 6 ,W,Ls°!za- �s 12 zo ss . °: DRY` o a r 45y SANQ FiL>�F!C TRACE GRAVE -TRACE.SILT.BROWN-': -2 4 i8 14/24 2T21 11=17 SS DRY D F/'C,TRACE SILT LIGHT BRQWN; t - - -STRATIFIED' 14-16 SIMILAR TO ABOVE t0 Y i 4 D F,/C,TRACE GRAVEL TRACE;SILT 5 15:„21 15°/24 16=17 74-13 S5 DRY S1LTY SAND,F,/C,LTfTLE SILT,GRAY BROWN 20 a DENSEi Kl s$� 24 '28 14/24 17,202&22 - SS DRYS StM1LAR TO S c sr -= .-_ 2e x ,OTTOM OF BORING 41 26.0 FEET 36 k r 1 ; t` 43 "A 8 8PI•!1'SPOON- :: � falfing36'on 2'OD san,�teY _ - • T THW WAU.TUBE Cclra§iaWssoe`nsiry ,_ColsesireCaslstenty .. DRY AT 1�0�' U UNDISFl1R8E0 PISTON 6d Vary UJose 42 Va7_'SeR: PROPOR1lON5 USED AT 3-16oR_ W WASN SAI�LE �Med De"...� 5-S Ned sw .- gbla ta2tY% NOTE:. Levels �. 'A AUCER�SAM_PLE -.30 0 Dense. &t5'StiR. - sartte 21F35% Bie a�YV�Y wNt_seasonel fludiiatiaul:2M. i50•Very Dense - 98.3U Very Slilf:,. end3550% of wtl settiwtioe when ft�e.6mGig nastakee. CLIENT BRIGGS ENGINEERING&TESTING F YDRlLL.SRRVICE BORING ! ROCKLA€� 5 Mnical Services. WELL. PROJECT H°�` I�2I�Id III , MLLE, RI. LOG HYANN S, MA. 'S PEI'."A BORING CASING SAMALER CORE BARBD.GEISSER NO. B-3 OFFSET HEET 4 E NSA 83 OF B RE ID125 �MS JWy,�O�4.'r1 FILE HAMMER WT9�;4r �LKA. J.C�LI'3rs6f 11 NO_. � t c HAMM.FALL ai47.ELV.•. CUL A NO OEPTH':RANGE REC/ PLOY S TYPE• DENSITY CHANGE S01L IDENTIFlCATION IS FIELD CLASSIFICATION ONLY ,PEN.. _.ON SAMPLERr,, �.OR.CONSiST. FEET =FORS..EJCACT`GRADATION LABORATORY TEST:ING.dS;REQUIRED _.._. . __ 0 2' a14/24", 6-7-8=7.' `; $$'•., . DRY._'g_ t j p ; _ SAND FILL;F/--C,L(TTLE SILT; :._. 3.4'- ORANGE BROWN 2 4'=6n .16124',27-1432-27. SS '; DRY A D,F I C,TRACE SILT,STRATIFIED, 5 ,, .DENSE . LIGHT BROWN,DRY 3 95<1 T 1;4.124 3't:25 3132' SAND,F 6 C.LIITGE GRAVEL,TRACE SILT, 10' _,V DENSE__ LIGHT BROWN,STRATIFIED 4 .14'-16 16124,,.3238,73"&_ SS, DRY'• SIMILAR TO ABOVE 15 DENSE 14/24 34-2Cr27 31 , SS"4 DRY' SIMILAR TO ABOVE ZO DENSE. .. GE TO LITTLE SILT a. SS" DRY SIMILAR TO S—5 25 :I� a Y• °r -DENSE:- 6.D' 'Bo OF OF BORING AT 26.0 FEET 30 ;a F 35 t y UMNA 8-SPI:S-SPOON- _ 140'FtLWLf. 'v. - alltng 3P on r:o:D:Sempier T-THIN WALLTUSE- ohesiboiess-..Dmfty. Cohe`stm cmui wocy... DRY AT 'f.6.i7� AFTER 0.5 HRE u-UNDISTURBED PISTON: ¢f Very Cooae, 0.2 Very Soft. _ _PROPORTIONS_USED- AT 162. r - AFTER, 2 HR W W%16fi SAMPLE:. -.t0.29 Aced Om_r..e. 5-BA1ed.6tttY ::.. Trtite t,1D%-O OPEN E!VD ROD. - - 5-e Loose - 3l soft _ vote 4 vp 2D,15 NOTE:. Levels may vary WAh Seasonalfluctuation-md. : . .4 5Uff some 20�35% ... Ute degree of loll salmmion when the vafng-wasfeKen:A.AUGER SAMPtE ' 30-48-Denise g.15 - ',VerysrifT: end 35-Sfl% . f C�IEIVT ���� E6 R6EER, �i TESTING �s YERRYDRILLSERWCE BORING 14 RQCKLAWD, @A ®tCC I23C Services WELL. PROJECT. € Y.h SVII,LE, U. LOG HYANIN08S} to.;. ILLER. S. Ea - BORING: " CASING: . SAMPLER ...GOFiEBARR NSPECTOR D.GEISSEESE NE&STA. OFFSET HEED E. a�S .UR.ELEY.. _:: _ _ .::F-. ' -a :SIZE . ID, uia�'vv START /IE`I`3u2fl4 F..ILE' HAMMERWf. O B, FINISH. .=v.EJL. 30 20,11'.,,.!, .. '.- „NO:, .--_ .._`�: i�, HAMM _ .:FALL::- -"r .� A 'NO DEPTH:RANGE RECf BLOW5/6 TYPE DF3JSffX CHANGE SOIL IDEN71EiCATION IS FIELD CLASSIFIC4T10N ONLY < FEET s 4rEEN.-.01N:5AMPLER< u _ OR<CONSIST s FEET FOR,EXACT,GRADATION LABORATORY TESIIPIG iS''REOLIIRED- r' 2EYP24 Y,. rt U DENSE SILTY SAND RLL;F/C L1TTLE•_GRAVEL TOaLITTLE SILT GRAY BROVVN,,DRY I. /24 b-5&9 SS; DRY. 4�0 SUBSOIl,':F/M SAND LITTLE::SILT,TRACE GRAVEL 5 5 ORANGE-BROWN SAND,.F/M SAND;:LrTTLE_SILT, TRACE GRAVEL,ORANGE BROWN' 3. 9''=11 12=1r7 2233 SS 10 DENSE: „34l24 24`19 21StM1LAR;TO A$01/€ 15 d v - DENSE 5 39=23 1fi, 1621 2424 SS WET SIMILAR TO ABOVE,WET ZO y s a DENSE` K: - 6 24--26 :14l24 17=232424_: SIMILAR TO ABOVE n' us BOA =51 TTOM OF:BORING:AT 26:0 FEET' 35� xz M t a C q t a. S SPML SPOON a, 1401E lMt feuuig 30"-on x'OA Sampler - ... T THINWALLTUBE .imstonlass _ '. Cotresi've:Co lsleec9( .. DRY At 14,0` AFTER - O:3• U UNDI3TURB®PI ION 6d Very loose 0.2Very3oft:�. -. PROPORTIOMS'.U,SED AT s.5 AFTER .-3 FltlD'ROD' ..,:- - W WASFI SiIMPIE- 70-2S16ded:Delsa 9-B MCA..StiD 6tlle t420'ib NOTE: Levels may rFyv lh seasonal 0UCt=t1-WId- A-AlXa6i"SAMPLE 30 48 Dense'. 8-158tdf solrie 263596 the tlegtee otsods Wmwn wtmme 4wftg mlak •: .';. .... : _SDr Vey Oeina 163D'Very SSR. -;'- "en1f 3550% ,. , f 1 u LB it �, I 2 6.1 47.4 x ------------------ 1 - --- -- - a.e f�46.fi x46.4 47.Od ', ,yazs � --4- as I - _ -- __ x #� _- ray t 1X, 6.11 \ \\ LB _ 1 x 46.3 I ®46.8 x Q ,mow' `x 946.3x �x�46.5 46.3 �I I n 1 a°x) rnPorIt 1 I1 1 II F -- _� 6' 6 a _ =xI" x- p. , _ 5i as>46.3 -- ------- ------ 456 45.�46.6 45.95 45. ONITO MI46. 464- 5 L-WELL-x2 5.5 x 46.4 45.6. x. a .t-LA II4 45:8 46.1 x 45.6 = 45.1 6o 45.8 B-3 46.4 "459p1 3 45.3245: 4 BOLLAI*45.67 45.7 x c as x 0,1e3�'6' i 4 54 - 46.4 46 � 45.7 c 5.6 BS I P. 95°1. I d e r $1 5.46 45.7 �� c ° BOLLARp� as 5.54 x 45.4 1 . ABAND ND 1 $_; '` �s✓' 45 5 q 45.6 t ✓� � G 45. 45.4 a } t 45.6 G 45.7 45.5E TFjR�voo &`.90/ 45.6 �t - G x G TfjS / LP 6.85; 45:76 45.64 45.6 G A/C w �c4455 c 1988 ❑ 21g33 vc tt /78 �G. �G 3/4" �4L58+ Xw 45.34 44.E 29 85 _ r t�. " 4 ��ppgg�� x 5.7 53.13 £ o 0 4 G3 45. TEL,<�tTN� }; Yk E cr x n 1 N 1 x so But#322 G s. w nl i� `a ` 45.5 x 45. E BUILDIN- o s s �1 9� 1 STp Y CONCRET - _ 024 S.F. 45.55 a5.t15 . 9rl: 45. 45.7 m \ F gALISE FORD) I WOOD RET. WALL R , s- s \s c^ o r=1 0 0 �F RMER pRVa _ U- 1217-2S a Sg 61.5 441 45.6 8 - .5 11II417.4 . 45.g s .75 1l - ---D 64 29.1 L -4I w 45.84 56 45.7',,46 \� 48.�2° i 45.4 g e + o cr II J- s \� s 47.D' 47.61 Q k _ _ 14$� 1 11 j o5.65 45.5 - S S S 45. r w . H 48. 4 45.6 \ 5. 45.6 s�4 5- s r 45.5 % 1 5.00 W 524 i TD H(DRA ,a_s p11 43 45 6 1-J s sI SHUT 45.6 • pg 53-00 I 1 s s s /�°¢ COBBLE EDGED OFF 8 (RANI`'- £ 1 I 4��/ MONITORING 1�VE4LL5.261S.75• 45.3 - CORP0gp,T �N �. _ 0 o I 2sr. - 45.10 ---"- -,� aw- /SUp/ 333-10£ 4 -- 45.0 --_- S+T`R�i`-i T � 4 , oNv�- 4 -� .6 �- _ _- oHv+ ,`oNw�°N �( LIGHT POLE UNE (NP') E ------r4�3 GNW "x J 1. N �Ay-- - SEAM LIN-- �w�OH U/I�,+740/2; ° 0 iP oygS+� -- 4z o - LIGHT POLE 50.9 WATER oOPry -- - x 45.5 4`��2 D GATE 1 \\ 1 I I--a 44.1 ���'t�o _-- -- -x �.0 N11, 0 .1. m U/P 740/ lr�s- '" \\ ,P� p, I o 1° no c)"fl fi-- 00 + LIGHT POLE ., 9-- �7 r 44.,7 T 1�: 1 CAPE C01)' COMMISSION USGS OBSERVATION WELL DATA G July 2011 To be used in conjunction with Cape Cod Commission Technical Bulletin 92-001, the USGS procedure for estimating high groundwater levels on Cape Cod, Massachusetts. The following water level measurements are taken monthly and will be available the last week of each month. The Bulletin text, forms and maps are available online at: http://www.capegroundwater.oLglHighGroundiater.Wim'L i Water Level Below Well Land Surface Datum Barnstable 230 21.66* Barnstable 247 22.95 Bourne 198 32.17 Brewster 21 8.42 Chatham 138 - 23.59 Mashpee 29 8.08 Sandwich 252 47.12 Sandwich 253 47.71 Truro 89 11.54 Wellfleet 17 10.06 * Adjusted Provisional Value to use as replacement until.well can be replaced Permit Number: Date: Completed by: HIGH GROUND-WATER LEVEL COMPUTATION Site Location: Lot No. • Owner: Address: Contractor: Address: Notes: STEP 1 Measure depth to water table % to nearest,1/10 ft. Date SS month/day/year STEP 2 Using Water-Level Range Zone and Index Well Map locate site and determine: _ OA Appropriate index well.............:..............:...�. :!�� b.. OBWater-level range zone ..................................................... STEP 3 Using monthly report"Current Water Resources Conditions" determine current depth to water level for index well ..........................: month year STEP 4 Using Table of Water-level Adjustments for index well (STEP 2A), current depth I to water level for index well (STEP 3), and water-level zone (STEP 2B) determine water-level adjustment .......................................................................................... STEP 5 Estimate depth to high water by subtracting the water- level adjustment (STEP 4) from measured depth to water levelat site (STEP 11 ........................:................................::................................................... 3r�� wqww. C1 Pe COd(dtvAM sru>7, CfL /rn�'�llS , �iTvi, d r l ���/ ''�l ►ec j o ✓� >� l_ i, 4 s� tufr"r-,I rvuAJJl C1i 14 un Vv ll 0.1 i' rl,7 4dt wo P IffI S2I t� bt,JnFf +(I1�� y +� � ,�f S, 1 i If r �l / with index Table 1. Potential water-level rise, in feet,for use Table L Potential water-level rise,in feet,for use with index well Barnstable A1W-2�0-Continued. w,II.Barnstable AIW-230 WATER ZONE A ZONE B ZONE C ZONE D ZONE E DER ZONE A ZONE B ZONE C ZONE D ZONE E LEVEL LEVEL 5.5 1.3 8.3 0.0 0.0 26.0 2.8 3.7 5.6 7.5 8.4 20'.5 0.0 0.0 0.0 0.1 0.2 '26.1 2.8 3.7 5.7 7.6 8.6 20•.6 0.1 0.1 0.1 26.2 2.9 3.8 8.7 20.7 0.1 0.1 0..2 0.4 0.5 26.3 . 2.9 3.9 5.9 7.9 20.8 0.2 . 0.3 0.4 0.5 0.6 26.4 3.0 3.9 8.9 20.9 0.2 0.3 0.4 6.0 4.0 8.0 9. 0.9 26.5 3.0 8.1. 9.2 21.0 0.3 0.3 0.5 0.0.8 0.9 26.6 3.1 . 4.1 6.2 8.3 9.3 0.4 0.621.1 0.3 0.5 0.7 0.9 1.1 26.7 26.8 3.2 4.2 6.3 8.4 9.5 21.2 0.4 0.5 0.8 1.1 1.4 26.9 3.2 4.3 6.4 8:5 9.6 21.3 0.4 0.6 0.9 1.2 1.4 21.4 .0.5 27.0 3.3 4.3 6.6 8.7 9..8 1.3 1.5 g 4.4 6.6 8.8 9.9 0.5 0.1 1.0 7 27.1 3. 6.7 8.9 10.1 Z1.5 1.5 1• 27.2 4.5 21.6 0.6 0.8 1.2 1.6 1.8 27.3 3.4 4.5 6.8 9.1 10.2 21.7 0.7 0. 9 1.3 1.7 2.0 27.4 3.5 4.6 6.9 9.2 10.4 21.8 0.7 0.9 1.4 1.9 2.1 9.3 10.5 21.9 0.7 27.5 3.5 4.7 7.010.7 1.0 1.5 2.0 2.3 27.6 3.6 4.7 7.1 9.5 22.0 9.6 10.8 22.1 0.8 1.1 1.7 2.3 2.6 21.7 3.6, 4.9 7.3 9.7 11.0 22.2 0.9 1.1. 1.8 2.4 2.7 27.8 3.1 4.9 7.4 9.9 11.1 22.3 0.9 1.2• 1.8 27.9 3.7 22.4 1.0 1.3 1.9 2.5 2.9 2811.4 .0 7.5 10.0 11.3 22.5 1.0 1.3 2.0 2.1 2.8 3.2 28.1 3.8 5.1 7.7 10.3 11.6 22.6 1.1 1.4. 2.1 2.9. 3.2 28.2 3.9 5.1 7.8 10.4 11.7 22.6 1.1 1.5 2.2 28.3 3.9 1.5 2.3 3.1 3.5 28.4 4.0 5.3 7.9 110 11.9 22.8 1.2 1.6 2.4 3.2 3.6 22.9 28.5 4.0 5.3 8.0 10.7 12.0 9 3 5 1_7 2.5 3. . 28.6 4.1 23.0 1.3 5.5 8.2 10.9 12.3 23.1 1.3 1.7 2.64.1 28.7 4.1 23.2 1.4 I.B. 2.1 3.3.6 9.2 28.8 4.2 5.5 8.4 23.3 1.4 1.9 2.8 11.2 12.6 3.9 4.4 28.9 4.2 23.9 1.5 1.9 .2.9 29.0 4.3 5.1 8.5 11.3 12.8 29.1 4.3 8.6 11.5 12. 23.5 1.5 . 2.0 3.1 4.1 4.7 29.2 4.45.8 8.7 11.6 13.1 23.6 1.6 2.1 2.1 3.2 4.3 4.8 29.3 4..4 5.9, 8.8 11.7 23.7 1.6 2.2 3.3 4.4 5.0 29.4 9.5 5.9 8.9 11.9 13.4 23.8 1.1 ' 2.3 3.4 9.5 . 5.1 6.0 9.0 12.0 13.5 23.9 1..7 29.5 4.5 9.1 12.1 13.7 2.3 3.5 4..1 5'.3 29.6 4.6 6.1 12.1 13.8 24.0 1.8 2.4 3.6 4.8 5.4 294.9 5.6 .7 4.6 6.1 9.2 24.2 1.9 2.5 3.7 5.1 5.7 29.8 4.1 6:3 9.4 12:5 14.1 . 1.9 2.5 3.8 29.9 4.7 24.4 2.0 2.•6 3.9 5.2 5.9 24.4 30.0 9.8 6.3 9.5 12.7 19.3 5.3 6.0 30. 4.8 6.4 9.6 12.8 14.4 2.7 4.09.7 24.6 2.1 2.1 4.1 4.2 5.6 6.2 30.2 9.9 6.5 4.9 6.5 9.8 13.1 14.7 24.7 2.1 2.8 4.3 5.7 6.5 30.3 5.0 6.6 9.9 13.2 19.9 24.8 2.2 2.9 5.9 6.6 30.9 15.0 4.4 5.0 6.1 10.0 13.3. 29.9 30.5 2.3 3.0 9.5 6.0 6.8 30.6 .� 5.1 6.7 10.1 13.5 15.2• 2.3 6.9 6.8 10.2 13.6 15.3 25.0 3.1 4.6 6.1 30.7 5.1 .25.1 2.4 3.1 4.7 6.3 7.1 30.8 5.2 6.9 10.3 13.7 15.5 25.2 2.4 3.2 4.8 6.4 1.2 30.9 5.2 6.9 1.0.4 13.925.3 15.5 25.4 2.5 3.3 4.9 6.5 7.4 7.0 10.5 14.0 15.8 5.0 6.7 1.5 31.0 5.3 25.5 2.5 3.3 5.1 6.8 7.7 31.1 5.3 7.1 10.6 14.3 15-9 7.1 10.7 14.3 16.1 25.6 2.6 3.4 5.2 6.9 7.8 31.2 5.4 1.2 10.8• 14.4 16.2 25.1 2.7 '3.5 5.3 1.1 8:1 31.4 5.5 7.3 10.9 19.5 16.4 8 25. 7.2 25.9 2.7 3..6 5.4 i Table 2. Potential water-level rise,in feet,for use with Table 2. Potential water-level rise,in feet,for use-with index well Barnstable AlW--247 index well Barnstable AA W--247-Continued 'WATER "ZONE A ZONE B ZONE C ZONE D WATER ZONE A ZONE B ZONE C ZONE D LEVEL LEVEL 20.7 0.0 0.0 0.0 0.0 25.7 3.3 5.0 6.7 8.3 20A 0.1 0.1 0.1 0.2 25.8 3.4 5.1 6.8 8.5 20.9 0.1 0.2 0.3 0.3 25.9 3.5 5.2 6..9 8.7 21.0 0.2 0.3 0.4 0.5 26.0 3.5 5.3 7.1 8.8 21.1 0.3 0.4 0.5 0.7 26.1 3.6 5.4 7.2 9.0 21.2 0.3 0.'S 0.7 0.8 26.2 3.7 5.5 7.3 9.2 21.3 0,4 0.6 0.8 1.0 26.3 3.7 5.6 7.5 9..3 21.4 0.5 0.7 0..9 1.2 26.4 3.8 5.7 7.6 9.5 21.5 0.5' 0.8 1.1 1.3 26.5 3.9 5.8 .7.7 9.7 21.6 0. 6 0.9 1.2 1.5 26.6 3.9 '� 5.9 7.9 9.8 21.7 0.7 1.0 1.3 1.7 26.7 4.0 6.0 8.0 10.0 21.8 0.7 1.1 1.5 1.8 26.8 4.1 6.1 B.1: 10.2 22.9 0.8 1.2 1.6 2.0 26.9 4.1 6.2 8.3 10.3 22.0 0.9 1.3 1.7 2.2 27.0 9.2 6.3 8.9 10.5 22.1 0.9 1.4" 1.9 2.3 27.1 4.3 6.4 8.5 10.7 22.2 1.0 1.5 2.0 2.5 27.2 4.3 6.5 8.7 10.8 22.3 1.1 1.6 2.1 2.7 27.3 4.4 6.6 8.8 I. 1.0 22.4 1.1 1.7 2.3 2.8 27.4 4.5 6.7 8.9 11.2 22.5. 1.2 1.8 2.4 3.0 27.5 4.5 6.8 9.1 11.3 22..6 1.3 1.9 2.5 3.2 27.6 4.6 6.9 ' 9.2 11.5 22.7 1.3 2.0 2.7 3.3 27.7 4.7 7.0 9.3 11.7 22.8 1.4 2.1 2.8 3.5 2' .8 - 4.7 7.1 9.5 11.8 22.9 1.5 2.2 2.9 3.7 27.9 4.8 7.2 9.6 12.0 23.0 1.5 2.3 3.1 3.8 28.0 4.9 7.3 ' 9.'7 12..2 23.1 1.6 2.4 3.2 4.0 2-8.1 4.9 7.4 9.9 12.3 23.2 1.7 2.5 .3.3 4.2 28.2 5.0 7.5 10.0 12.5 23.3 1.7 2.6 3.5 4.3 29.3 5.1 7.6 10.1 12.7 23.4 .1.8 2.7 3.6 4.5 28.4 5.1 7.7 10.3 12.B 23.5 1.9' 2.8 3.7 4.7 28.5 5.2 7.8 10.4 13.0 23.6 1.9 2.9 3.9 4.8 28.6 5.3 7,9 10.5 13.2 23.7 2.0 3.0 4.0' 5.0 28.7 5.3 8.0 10.7 13.3 23.8 2.1 3.1 4.1 5.2 , 28.8 5.4 8.1 10•.8 13.5 23.9 2.1 3.2 4.3 5.3 28.9 5.5 8.2 10.9 13.7 24.0 2.2 3.3 4.4 5.5 29.0 5.5 8.3 11.1 13.8 24.1 2.3 3.4 4.5 5.7 29.1 5.6 8.4 11.2 19.0 24.2 2.3 3.5 4.7 5.8 29.2 5.7 8.5 11.3 14.2 24.3 2.4 3.6 4.8 6.0 29.3 5.7 8.6 11.5 19:3 24.4 2.5 3.7 4.9 6.2 29:4 5.8 8.7 11.6 14.5 24.5 2.5 3.8 5.1 6.3 29.5 5.9 8.8 11.7 14.7 24.6 2.6 3.9 5.2 6.5 29.6• 5.9 8.9 11.9 14.8 24.7 2.7 4.0 5.3 6.7 29.7 6.0 9.0 12.0 15.0 21.8 2.7 4.1 5.5 6.8 29.8 6.1 9.1 12.1 15.2 24.9 2.8 4.2 5.6 7.0 29.9 6.1 9•.2 12.3 15.3 25.0 2.9 4.3 5.7 7.2 30.0 6.2 9.3 12.4 15.5 25.1 2.9 4.4 5.9 7.3 30.1 6.3 9.4 12.5 15.7 25.2 3.0 4.5 6.0 7.5 30.2 6.3 9.5 12.7 15.8 25.3 3.1 4.6 6.1 7.7 30.3 6.4 9..6 .12.8 16.0 25.4 3.1 4.7 6.3 7.8 30.4 6.5 9.7 12.9 16.2 25.5 3.2 4.8 6.4 8.0 30.5 6.5 9.8 13.1 16.3 25.6 3.3 4.9 6.5 8.2 30.6 6.6 9.9 13.2 16.5 i I j Table 2. Potential water-leuei rise,infeet f°re with ex ind well Barnstable Al W 24?-Coutinued ZONE C ZONE D ZONE B .WATER ZONE A . LEVEL 67 10.0 13:3 16.7 . 30.7 13.5 16.B 30.8 6.7 10.117.0 30.9 6.8 10.2 13.1 17.2 31.0 6.9 10.3 13. 17.3 31.1 6.9 10.4 13.9 31.2 7:0 10.5 14.0 17.5 31.3 7.1 10.6 14.1 17.7 31.4 1.1 10.1 14.3 1 10.8 14.4 8.0 31.5 '7 • 31.6, 7.3 10.9 19.5 18.2 31.7 7.3 11.0. 14 18.3 31.8 1.4 11.1 143 18.5 31.9 7.5 11.2 14.9 18.18.8 32.0 1.5 11.3 15.1 32.1 7.6' 11.4• 15.2 19.0 32.2 7.7 11.5 15.3 19.2 32.3 7.7 11.6 15.5 19.3 4 1.8 1J•'7 15.6 19.5 32. 32. 7.9 11.8 15.7 19.7 32.6 7.9 11.9 15.9 19.8 32.1 8.0 12.0 16.0 20.0 32.8 8.1 12.1 16.1 20.2 32.9 8.1 12.2 16.3 20.3 33.0 B:2 12.3 16.4 20.5 33.1 8.3 12.4 16.5 20.7 33.2 8.3 12.5 16.7 20.8 33.3 8.4 12.6 16.8 21.0 33.4 8.5 12.7 16.9 21.2 33.5 8.5 12.8 11.1 21.3 33.6 8.6 12.9 11.2 21.5 • M11- .Supplement Table.5.. Poteiitial water-level rise, in feet,for use with index well Mashpee MIW-29 WATER ZONE A ZONE B ZONE C. ZONE D LEVEL 5.7 0.0 0.0 0.0 0.0 5.8 • � .0..1 •0..1 0.1 0.2• 5.9 0.1 0.2 0.3 6.0 0.3 _ 0.2 0.3 0.4 0.5 6.1 0.3 0.4 0.5 0.7 6.2 0.3 0.5 0.7 6,3 0.8 0:4 0.6 0.8 1;0 6.4 0.5 0.7 0.9 6.5 1 .2 0.5 0.8 1 .1 1.3 6.6 0.6 0.9 •1 .2 1:5 . 6.7 0.7 1 .0 1 .3 6.8 .1 .7 0.7 1.1 .1.5 1.8 6.9 0.8 1 .2' 1.6 2.0 7.0 0.9 1 .3 1.7 2.2 7.1 . 0.9 1 .4 1.9 .2.3 7.2 1.0 '1 .5 .2.0 2.5 7..3 1.1 1 .6. 2.1 2.7 ' 7.4 1.1 • 1 .7 2.3 .7'5 1.2 2.8 1 .8 2.4 3.0 7.6 1.3 1 .9 2.5 3.2 7.7 1.3 2.D. 2.7 7.8 1.4 3.3 2.1 2.8•7.9 1.5 2.2 3.5 2.9 8.0 3.7 1.5 2.3 3.1 .3.8 8.1 1 .6 2.4 3.2 4.0 8.2 1 .7 2.5 3.3 4.2 8.3 1.7 2.6 3.5 4.3 8.4 1.8 2.7 3.6 4.5 8.5 1.9 2.8 3.7 4.7 8.6 1 .9 2.9 3.9 4.8 8.7 2.0 3.0 8.8 4.0 5.0 2.1 3.1 1 4 5.2 8.9 2.1 3.2 4.3 5.3 9.0 2.2 3.3 4;4 5.5 . j . I i 4 i Supplement Table 5. Potential water-level rise, in feet, for " use-with index well Mashpee MIW-29 WATER. ZONE A ZONE B ZONE C ZONE D LEVEL . 9.1 2.3 .3.4 4•.5* 5.7 9.2 2.3 3.5 4.7 5.8 9.3 2.4 3.6 4.8 6.0 9.4 2.5 3.7 4.9 6.2 9.5 .2.5 3.8 5.1 6.3 9.6 2.6 3.9 5.2 6.5 9.7 2.7 4.0 5.3 6.7 9.8 2.7 4.1 5.5 6.8 9.9 2.8 4.2 5.6 7.0 10.0 2.9 4.3 5.7 7.2 10.1 2.9 4.4 5.9 ' • 7.3 10.2 3..0 4.5 6.0 7.5 10.3 3.1 4.6 6.1 7.7 10.4 -3.1 -4.7 6.3 7.8 10.5 3.2 4.8 6.4 810 10.6 3.3 4.9 6.5 .8.2 10.7 3.3 5.0 6.7 8.3 1-0.8 3.4 5.1 . 6.8 8..5 10.9 3.5 5.2 6.9 8.7 11 .0 3.5 5.3 - 7.1 8.8 11 .1 3.6 5.4 7.2 9.0 11 .2 3 7 5.5 7.3 9.2 11 .3 3.7 5.6 7.5 9.3 11 .4 3.8 5.7 " 7.6 9.5 11 .5 3.9 5.8 7;7- 9.7 11 .6 3.9 5.9 7.9 9.8 11 .7 4.0 6.0 8.0 10.0 11 :8 4.1 .6.1 8.1 10.2 11 .9 4.1 6.2 8.3 10.3 12.0 4.2. 6.3 8.4 10.5 12.1 4.3 6.4 8.5 10.7 12.2 4.3 6.5 8.7 10:8 12.3 4.4 6•.6 8.8 11 .0 12.4 4.5 6.7 8.9 11 .2 Supplement Table 5. Potential water-level rise,in feet,for use with index well Mashpee MIW-29 WATER ZONE A ZONE B ZONE C ZONE D LEVEL 12.5 4.5 6.8 9.1 11-3 12.6 4.6 6.9 9-.2 11 .5 12.7 4.7 7.0 9.3. 11'.7 12.8 4.7 7.1 9.5 11'.. 12.9 4.8 7.2 . 9.6 12.0 13.0 4.9 '7.3 9.7 12: •13.1 4.9 7.4 9.9 1.2.3 13.2 5.0 7.5 10-.0 12.-5 13.3 5.1 .7.6 1.0.1 12.7 13.4 5.1 7.7. 10.3 12.8 13.5 ..5.2 7.8 10.4 13.0 18.6 5.3 `,' 7.9 10.5 13.2 13.7 5.3 8:0 .10.7 •13,3 13.8 5.4 8.1 10.8 1 a.5 13.9 5.5 8.2 10.9 13.7 14.0 5;5 8.3 11 .1 13.8 14.1 -5,6 8.4 1 1 .2 14.0 1'4.2 5.7 8.5 . 11 .3 14.2 14.3 5.7 8.6 1 1 .5 14.3 14.4 5.8 8.7 11 .6 14.5 14.5 5.9 . 8.8 11 .7 14.7 14.6 5.9 8.9 11 .9 '14.8 14.7 6.0 9.0 12.0 15.0 14.8• 6.1 9.1 12.1 15.2 14.9 6..1 9.2 _ 12.3 1.5.3 1'5.0• 6.2 9.3-• 12.4 15.5 15.1 . 6.3 9.4 12.5 15.7 ' e in feet for Supplement'I'able'6. Potential water-level rise, _ use with index well Sandwich-252 WATER ZONE A ZONE B ZONE C ZONE D LEVEL 45.9 0.0 0.0 0.0 0.0 46.0 0.1 0.2 0.2 0.3 46.1 0.2 _ 0.3 0.4 -0.5 4 6.•2 0.3 0.5 0.6 0.8 46.3 0.4 . 0.6 0.8 •i.0 46.4 0.5 0.8 1 .0 1 .3 4.6.5 0.6 0.9 1 .2 1 .5 46.6 0.7 1 .1. .1 .4 t.8 46.7 0.8 1 .2 1 .6 2.0 46 .8 0.9 . 1 .4 1 .8 .2.3 46.9 1 .0 1 .5 2.0 2.5 47.0 1 .1 1 .7 2.2 2.8 47.1 1 .2 1 .8 2 4 3.0 47.2' 1 .3 2.0 2.6 3.3 47.3 1 .4 2.1 2.8 47.4 1 .5 2.3 3.0 3.8 47.5' 1 .6 2.4 3.2 .4.0 47.6 1 .7 2.6 .3.4 4.3 . 47.7 1 .8 2.7 3.6 4.5 47.8 1 .9 2.9. 3.8 4.8 47.9 -2.0 3.0 4'.0 5.0 4 8.0 . 2.1 3.2 4.2 5.3 48. 1 2.2 . 3.3 4.4 5.5 48..2 2.3 3.5 4.6 5.8 48.3 2.4 3...6. 4.8 6.0 48.4 2.5 - .3:8 5.0 6.3 48.5 2.6. 5.2 6.5 48..6 2.7 4.1 5.4 6.8 48.7 2.8 4.2 .5.•6 •7.0 48.8 2.9 4.4 5.8 7.3 48.9 3.0 4.5 6.0. .7.5 49.0 3.1 4.7 6.2 7.8 49.1. 3.2 4.8 6.4 8.0 7 �'c Supplement Table 6. Potential water-level rise{in feet,.for use with index well Sandwich-252 - -WATER ZONE A ZONE B ZONE C ZONE D LEVEL. 4 9'.2 3..3 5.0 6.6 8.3 49.3 3.4 5.:1 6.8 8.5 49.4 3.5 5.3. 7.Q 8.8 49.5 3.6 . 5.4 7.2- .9.0 , .49.6 3.7 . 5.•6 7.4 9.3 49.7 3.8 "' 5.7 7.6 9.5 49.8 .3.9 5'.9 7.8. 9.8 . 49.9 4.0 6.0 8.6 1.0.0 50.0 4.1 6.2 8.2 10.3• 50.1 4.2 6.3 8.4 10.5• 50.2. 4.$ 6.5 8.6 10.8 •50.3 4.4 6.6 8,8 11 .0 50.4 4.5 .6.8 9.0. 1 1:3 50.5 4.6 6..9 9.2 11.5 5'0'.6 4.7 7.1 9..4 11 .8 50.7 4.8 7.2 9.6 12.0 50.8 4.9 7.4 9.8 . 12.3 -50.9 5.0 7.5 10.0 12.5. 51 .0 5.1 7.7 10.2 12.8 . 51 .1 .5.2 7.8. 10.4 13.0 51 .2 .5..3 8.0 10.6 13.3 51 .3 5.4 8.1 10.8 13.5 51 .4 5.5 8.3 11 .0 13.8 51 .5 5.6 8.4 11 .2 14..0 51 .6 5.7 8.6 1 1 .4 14.3 51 .7 5.8 8.7 11 .6 14.5 81 .8 5.9 8.9 11 .8 14.8 51 .9 6.0 9.0 12.0 15.0 •52.0 6.1 9.2 12.2 15:3 52..1 6.2 9.3 12.4 15.5 52.2 6.3 9.5 12.6 15.8 52.3' 6.4 9.6. 12.8 16.0 52.4 6.5 9.8 13.0 16.3 f � Table 7. Potential ivater-level rise,in feet,for use Table 7. Potential water-level rise,in feet,for use with index well Sandwich SDW 253- with index well Sandwich SDW-253-Continued WATER ZONE A ZONE B ZONE C WATER ZONE A ZONE B ZONE C LEVEL LEVEL _. 45.8 0.0 0.0 0.0 50.8 1.3 5.0 6.7 45.9 0.1 0.1 0.1 50.9 3.4 5.1 6.8 46.0 0.1 0.2 0.3 51.0 3.5 5.2 6.9 46.1 0.2 0.3 0.4 51.1 3.5 5.3 7.11, 46.2 , .0.3 0.4 0.5 51.2 3.6 5.4 7.2 46.3 0.3 0.5 0.7 51.3 3.7 5.5 7.3 49.4 0.4 0.6 0.8 51.4 3.7 5..6 7.5 46.5 0.5 0.7 . 0.9 51.5 3 A 5.7 7.6 46.6 0.5 0.8' i.1 51.6. 3.9 5.8 7.7 46.7 0.6 0.9 1.2 51.7 3.9 5.9 7.9 46.8 0.7 1.0 1.3 51.8 4.0 6.0 8.0 46.9 0.7 1.1 1.5 51.9 4.1 6.1 9.1 47.0 0.8 1.2 1.6 52.0 4.1 6.2 8.3 47.1 0.9 1.3 1.7 52.1 4.2 6.3 8.4 47:2 0.9 1.4 1.9 52.2 4.3 6.4 8.5 47.3 1.0 1.5 2.0 52.3 4.3 6.5 8.7 47.4 1.1 1.6 2.1 52.4 4.4 6.6 8.8 47.5 " 1.1 1.7 2.3 52.5 4.5 6.7 8.9 47.6 1.2 1.8 2.4 52.6 4.5 6:8 9.1 47.7 1.3 .1.9 2.5 52.7 4.6 6.9 9.2 47.8 1.3 2.0 2.7 52.8 4.7 7.0 9.3 47.9 1.4 2.1 2.8 52.9 4.7 7.1 9.5 4'8.0 1.5 2.2 2.9 53.0 4.8 7.2 9.6 48.1 1.5 2.3 3.1 53.1 4.9 7.3 9.7 48.2 1.6 2.4 3.2 53.2 4.9 7.4 9:9 48.3 1.7 2.5 3.3 53.3 5.0 7.5 10.0' 48.4 1.7 2.6 3.5 53.4 5.1 7.6 10.1 48.5 1.8 2.7 3.6 53.5 5.1 7.7 10.3 48.6 1.9 2.8 3.7 53.6 5.2 7.8 10.4 98.7 1.9 2.9 3.9 53.7 5.3 7.9 10.5 , 48.8 2.0 3.0 4.0 53.8 5.3 8.0 10.7 48.9 2.1 3.1 4.1 53.9 5.4 8.1 10.8 49.0 2.1 3.2 4.3 54.0 5.5 8.2 10.9 49.1 2.2 3.3 4.4 54.1 5.5 8.3 11.1 49.2 2.3 3.4 4.5 54.2 5.6 8.9 11.2 49.3 2.3 3.5 4.7 54.3 5.7 8.5 11.3 49.4 2.4 3.6 4.8 54.4 5.7 8.6 11.5 49.5 2.5 3.7 4.9 54.5 5.8 8.7 11.6 49.6 2.5 3.8 5.1 54.6 5.9 8.8 11.7 49.7 2.6 3.9 5.2 54.7 5.9 8..9 11.9 49.8 2.7 4.0 5.3 54.8 6.0 9.0 12.0 49.9 2.7 4.1 5.5 54.9 6.1 9.1 12.1 50.0 2.8 4.2 5.6 55.0 6.1 9.2 12.3 50.1 2.9 4.3 5.7 55.1 6.2 9.3 12.9 50.2 2.9 4.4 5.9 55.2 6.3 9.4 12.5 50.3 3.0 4.5 6.0 55.3 6.3 9.5 12.7 50.4 3.1 4.6 6.1 55.4 6.4 9.6 12.8 50.5 3.1 4.7 6.3 55.5 6.5 9.7 12.9 50.6 3.2 4.8 6.4 55.6 6.5 9.8 13.1 50.7 3.3 4.9 6.5 55.7 6.6 9.9 13.2 r'� Table 7. Potential ivater-level rise,in feet,for use Table 7. Potential water-level rise,in feet,for use with index well'Sandwich SDW-253. with index we11 Sandwich SDW-253-Continued WATER ZONE A ZONE B ZONE C WATER ZONE A ZONE B ZONE C LEVEL LEVEL 45.8 0.0 0.0 0.0 50.8 1.3 5.0 6.7 45.9 0.1 0.1 0.1 50.9 3.4 5.1 6.8 46.0 0.1 0.2 0.3 51.0 3.5 5.2 6.9 46.1 0.2 0.3 0.4 51.1 3.5 5.3 7.1. 46.2 , 0.3 0.4 0.5 51.2 3.6 5.4 7-.2 46.3 0.3 0.5 0.7 51.3 3.7 5.5 7.3 46.4 0.4 0.6 0.8 51.4 3.7 5.6 7.5 46.5 0.5 0.7 0.9 51.5 3:8 5.7 7.6 46.6 0.5 0.8, 1.1 51.6. 3.9 5.8 7.7 46.7 0.6 0.9 1.2 51.7 3.9 5.9 7.9 46.8 0.7 1.0 1.3 51.8 4.0 6.0 8.0 46.9 0.7 1.1 1.5 51.9 4.1 6.1 8.1 47.0 0.8 1.2 1.6 52.0 4.1 6.2 8.3 47.1 0.9 1.3 1.7 52.1 4.2 6.3 8.4 47:2 0.9 1.4 1.9 52.2 4.3 6.4 8.5 47.3 1.0 1.5 2.0 52.3 4.3 6.5 8.7 47.4 1.1 1.6 2.1 52.4 4.4 6.6 8.8 47.5 1.1 1.7 2.3 52.5 4.5 6.7 8.9 47.6 1.2 1.8 2.4 52.6 4.5 6:8 9.1 47.7 1.3 1.9 2.5 52.7 4.6 6.9 9.2 47.8 1.3 2.0 2.7 52.8 4.7 7.0 9.3 47.9 1.4 2.1 2.8 52.9 4.7 7.1 9.5 4'8.0 1.5 2.2 2.9 53.0 4.8 7.2 9.6 48.1 1.5 2.3 3.1 53.1 4.9 7.3 9.7 48.2 1.6 2.4 3.2 53.2 4.9 7.4 9:9 48.3 1.7 2.5 3.3 53.3 5.0 7.5 10.0' 48.4 1.7 2.6 3.5 53.4 5.1 7.6 10.1 48.5 1.8 2.7 3.6 53.5 . 5.1 7.7 1Q.3 48.6 1.9 2.8 3.7 53.6 5.2 7.8 10.4 48.7 1.9 2.9 3.9 53.7 5.3 7.9 10.5 48.8 2.0 3.0 4.0 53.8 5.3 8.0 10.7 48.9 2.1 3.1 4.1 53.9 5.4 8_1 10.8 49.0 2.1 3.2 4.3 54.0 5.5 8.2 10.9 49.1 2.2 3.3 4.4 54.1 5.5 8.3 11.1 49.2 2.3 3.4 4.5 54.2 5.6 8.4 11.2 49.3 2.3 3.5 4.7 54.3 5.7 8.5 11.3 49.4 2.4 3.6 4.8 54.4 5.7 8.6 11.5 49.5 2.5 3.7 4.9 54.5 5.8 8.7 11.6 49.6 2.5 3.8 5.1 54.6 5.9 8.8 11.7 49.7 2.6 3.9 5.2 54.7 5.9 8..9 11.9 49.8 2.7 4.0 5.3 54.8 6.0 9.0 12.0 49.9 2.7 4.1 5.5 54.9 6.1 9.1 12.1 50.0 2.8 4.2 5.6 55.0 6.1 9.2 12.3 50.1 2.9 4.3 5.7 55.1 6.2 9.3 12.4 50.2 2.9 4.4 5.9 55.2 6.3 9.4 12.5 50.3 3.0 4.5 6.0 55.3 6.3 9.5 12.7 50.4 3.1 4.6 6.1 55.4 6.4 9.6 12.8 50.5 3.1 4.7 6.3 55.5 6.5 9.7 12.9 50.6 3.2 4.8 6.4 55.6 6.5 9.8 13.1 50.7 3.3 4.9 6.5 55.7 6.6 9.9 13.2 v g .25- 3 Table 7. Potential water-level rise,in feet,for use with index well Sandwich SDW-253-Continued WATER ZONE A ZONE B ZONE C LEVEL 55.8 6.7 10.0 13.3 55.9 6.7 .10.1 13.5 56..0 6.8 10.2 13.6 56.1 6.9 10.3 13.7 56.2 6.9 10.4 13.9 56.3 7.0 10.5 14.0 56.4 7.1 10.6 14.1 56.5 7.1 10.7 14.3 56.6 7.2 10.8 14.4 56..7 7.3 10.9 14.5 56.8 7.3 11.0 14.7 56.9 7.4 11.1 14.8 57.0 7.5 11.2 14.9 57.1 7.5 11.3 15.1 57.2 7.6 11.4 15.2 57.3 7.7 11.5 15.3 57.4 7.7 11.6 15.5 57.5 7.8 11.7 15.6 57.6 7.9 11.8 15.7 57.7 7.9 11.9 15.9 57.8 8.0 12.0 16.0 57.9 8.1 12.1 16.1 58.0 8.1 12.2 16.3 58.1 8.2 12.3 16.4 58.2 8.3 12.4 16.5 58.3 8.3 12.5 16.7 58.4 8.4 12.6 16.8 58.5 8.5 12.7 16.9 58.6 8.5 12.8 17.1 58.7 8.6 12.9 17.2 58.8 8.7 13.0 17.3 58.9 8.7 13.1 17.5 59.0 8.8 13.2 17.6 59.1 8.9 13.3 17.7 59.2 8.9 13.4 17.9 59.3 9.0 13.5 18.0 59.4 9.1 13.6 18.1 59.5 9.1 13.7 18.3 59.6 9.2 13.8 18.4 59.7 9.3 13.9, 18.5 BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street,3`d Floor,Hyannis,MA 02601 Tel: (508)771-7502 Fax: (508)771-7622 June 15,2012 Mr.Thomas McKean,Director Health Dept. Town of Barnstable 200 Main Street, Hyannis,MA 02601 CERTIFICATION OF UNDERGROUND TANK INSTALLATION SITE PLAN REVIEW NUMBER: SPR#020-11 PROJECT TITLE: Balise Nissan PROJECT LOCATION:, 322 Falmouth Road,Hyannis,MA 02601 I, Matthew Eddy, being a registered Professional Civil Engineer with the firm of BAXTER NYE ENGINEERING & SURVEYING, Registered Professional Engineers and Land Surveyors, hereby certify that I, or personnel under my supervision, have reviewed the tank installation and that it was, to the best of my knowledge, information and belief, installed in substantial compliance with the submitted plans as approved by the Board of Health. Additionally,the tank installation elevation was surveyed and'certified as follows: Top of tank=43.02' Bottom of tank=37.65' The calculated HGW is 32.1. This provides greater than the required separation from HGW of five feet. ZH OF Pf.48. moo`' MATTNEW CyG Ln W. C�DL ; Name Matthew Eddy,P.E. No.43183 Registration No.: /SZ Seal �SS�ONAL ENG\ Signature Cc: Mr.James Demas,Balise Automotive File ; - 0A2011\2011-038\ADMINU.ETTERS\2011-038 L4 Tank installation Certification.docx = L<J Page 1 Land Surveys • Subdivisions. • Septic Design • Wetland Filings • Site Design P�OFINE TW�,� Barnstable Town of Barnstable AMmmicacity IIARMSr ASS. , ` Board of Health 9 MASS. 039. PrfO MA1 A' 200 Main Street,-Hyannis MA 02601 2007 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi Mr. Matthew Eddy March 25, 2012 Baxter Nye Engineering & Surveying •78 North Street Hyannis;MA 02601 RE:. Balise Nissan/ 322 Falmouth Road, Hyannis A 293 - 011 Dear Mr. Eddy, 0"P A^ You are.granted permission, on behalf of Balise Auto Realty LLP, to install a new underground 4,000 gallon double-walled steel storage tank at 322 Falmouth Road, Hyannis. The tank will consist of three compartments for waste oil, new motor oil, and synthetic oil. The tank will not be located within any zones of contribution to public water supply wells. The installation of a new tank may be-permissible at a commercial , facility according to the Town Code, only after seeking permission from the Board of Health. This tank will be located at a commercial facility and the applicant appeared before the Board at a public meeting held on March 13, 2012. This permission is granted with one condition:. e The designing engineer shall supervise the installation of the underground tank and shall certify in writing.to the Board that the tank was installed in substantial compliance with the submitted plans, particularly in regards to the vertical separation to the estimated high groundwater table.. The engineer demonstrated to the Board that the tank will be constructed out of state-of- the-art technology, including interstitial monitoring. Also,using the.United States Geological Survey (U.S.G.S.)Frimpter Method, it was calculated that the tank will be located.at least five feet above the maximum adjusted groundwater table.. Physical constraints at the property limit the space available for an above ground tank of this size. Sin rely, ie C ai n BO OF`HEALTH TOWN OF BARNSTABLE Q:\WPFILES\BaliseTank2012.doc DATE: $ /� i" "�•g; FEE: * BA IMMLE, ' MASS. 9� 059 ��� REC. BY Town of Barnstable - SCHED. DATE: Board of Health l3 200 Main Street, Hyannis MA 02601 a, Office: 508-862-4644 Wayne A.Miller,M.D. FAX: 508-790-6304 Junichi Sawayanagi Paul J.Canniff,D.M.D. MEETING ` � V XADWEREQUEST FORM LOCATION 322 Falmouth Rd: , Hyannis MA. 02601 Property Address: . of, oZ _ 0 � Al llt� Assessor's Map and Parcel Number. ,293/P 8 to 12 _- Size o L'ot �3 .05 Ac. 4�3f1/L i, Wetlands Within 300 Ft. Yes. Business Name: Balise Motor Sales Nissan %�� No XX Subdivision Name:try k APPLICANT'S NAME: :Balise Auto. Realty LP Phone (413) 735-1002 Did the owner of the property authorize you to represent him or her? -Yes XX No J. FALyi PROPERTY OWNER'S NAME CONTACT PERSON Balise�Auto. Realty Matthew Eddy, Baxter Nye .Engineering Name: Name.-. 1102 Riverdale Street Address: West Springfield, MA 010 8 9 ' Address'. 7 8 North St. , Hyannis MA e (413) 735-1002 - 508-771-7502 . Phone: Phone: , VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) NOT APPLICABLE 3 � �� NOT APPLI LE rj c°-o mp1 P i .5o' -oe a�l N A NATURE OF WORK: House Addition. House Renovation 0 Repair of Faile Uptic System 0 Checklist (to be completed by office staff-person receiving variance request application) Please submit copies in 4 separate completed sets. Four(4)copies of the completed variance request form Four(4)copies of engineered plan submitted(e.g.septic system plans) _ Completed seven(7)page checklist confirming review of engineered septic,'system plan by submitting engineer or registered sanitarian Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) Signed letter stating that the property owner authorized you to represent him/her for this request Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage.regulation variances only) Full menu submitted(for grease trap variance requests only) _ Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/lessee 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 Junichi Sawayanagi REASON FOR DISAPPROVAL Paul J.Cannifi D.M.D. C:\Users\decollik\AppData\Local\Microsoft\Windows\Temporary J Internet Files\Content.Outlook\BAJ9P9B7\VARIREQ.DOC //' Martin, Cynthia From: Martin, Cynthia . Sent: Thursday, March 01, 2012 4:33 PM To: McKean, Thomas Subject: Nissan UST Tom, Nissan needs to provide us with the groundwater level at the proposed site of the UST. Doing a quick review with Dave it appears as though the tanks depth to groundwater is too close to call. (It cannot be with five feet of groundwater.) Cindy Hazardous Materials Specialist Barnstable Public Health Division 200 Main Street Hyannis, MA 02601 Tel.-508-8624645 Fax 508-790-6304 TRANSMITTAL-` BAXTER NYE ENGINEERING. & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street,Yd Floor,Hyannis,MA 02601• "Tel:(508)171-7502 Fax:(508)771-7622 Date: March 91 201 TO: Thomas McKean Total No.Pages: Barnstable Health Division BN Job No.:,. 20 -038 . ''200 Main Street Subject: fe alise Nissan Hyannis ZI322 Falmouth Road,516 • a`rse's Way Phone: Hyannis . cc: We are se ing�you�.Att'" ed '❑Under Separate Cover q Via Fax(No. of pages including Transmittal Sheet) ❑First Class Mail/Registered#: ; ❑ Overnight ❑Pick up ®Haiid.Delivery" ' 9 The following documents:' ❑,Prints/Plans ❑ Specifications ❑_Estimates/Proposal ❑'Change Order❑ Shop Drawings ❑Reports/Calculations El Other 3 DATE - COPIES NO. PAGES DESCRIPTION 3/9/12 4 Memorandum 3/2/12 4 High Ground-Water'Calcs'. , 3/9/12 4 Grading Plan 8/21/11- 4 Geoteclinical Re 'ort These items are transmitted as checked below:. E For Your Use. ❑As Requested ❑`Returned For Corrections , ❑ For Review And Comment- ❑For Approval, ❑For Distribution Remarks:' d r Tom, Please don't hesitate to call with any questions'or comments as necessary. Thank you. f° Matthew W. Eddy, P.E. . Managing Partner • • `• �� �-� z MWE/kb 4 0A2011\2011-038WDMIN\TRANSMITTALS\2011-038 T17 TM.Report,Grading,High GW Calc,Memo 3-8-12.doc r Note: , This transmittal contains privileged information.Please contact the sender immediately if this transmittal is illegible, incomplete orb not intended for your use:Thank you. . I:\document templates/transmittal template March 1,$201`2 Thomas A.McKean Town of Barnstable Public Health Division 200 Main Street Hyannis,Massachusetts 02601 John C.Klimm _ Barnstable Town Manager 387 Main Street Hyannis,Massachusetts 02601 Re: Notice of Availability of Phase V Remedy Operation Status and Remedial Monitoring Report Former Shell-Branded Gasoline Station 577 West Main Street Hyannis,Massachusetts MassDEP RTN 4-16772 To Whom It May Concern: In accordance with the Massachusetts Contingency Plan (MCP) 310 CMR 40.1403 (3)(e), this correspondence serves as notification that a Phase V Remedy Operation Status &Remedial Monitoring Report (ROS-RMR)was submitted to the Massachusetts Department of Environmental Protection(MassDEP)for the above referenced,location (the°disposal site). The report summarizes activities conducted between Lu Se mber 20 1 and February 2012. co A summary of findings and conclusions for response actions at the disposal site have been provided in previous reports submitted to-the-Massachusetts Department of Environmental Protection (MassDEP). r- The selected remedial action alternative for the "disposal site" is monitored natural attenuation (MNA) ta. ando removal�'of-light non-aqueous phase liquid (LNAPL) via active and passive methods, as needed. ' Col nued mo)#toring of the dissolve-phase gasoline plume and geochemical conditions within the p1tGe, and u� E:aCnd downgradient of the plume are being conducted on a quarterly basis. Monitoring of CC) L14AP is a #ormed concurrent with groundwater monitoring. LNAPL was detected in during this p LV reporting period in monitoring wells within the source area(adjacent to the former gasoline underground . storage tanks). Copies of the report can be obtained at the MassDEP Southeast Regional Office in Lakeville, Massachusetts.If you have any questions please call the undersigned at(508)339-3200. Sincerely; SOVEREIGN CONSULTING,INC.. Lisa M.Stone Rachel Leary,P.E. LSP Project Manager Senior Project Manager cc: MassDEP SERO(within report package) Mr.David Weeks,Motiva Enterprises LLC(within report package) Sovereign File-2R874 4 Open Square Way, Suite 307 • Holyoke, MA 01040 •Tel: 413-540-0650 • Fax: 413-540-0656 BAXTER NYE ENGINEERING`& SURVEYING Registered Professional Engineers and-Land Surveyors 78 North Street,3rd Floor,Hyannis,MA 02601 Tel: (508)771-7502 Fax: (508)771-7622 MEMORANDUM- To: Thomas McKean, , From: Matthew Eddy, P.E. i Date: 3/9/12 k, Re: Balise Nissan—Underground Storage Tank 1.,; cc: Jim Demas, Balise ; Dennis Bolduc, Bolduc Mechanical Services •. - { Please accept the following in response to your request f6r the verification of 5 foot separation between the proposed bottom of the^underground tank and the Adjusted High Groundwater Elevation. Attached hereto please find: 1.. Adjusted High Groundwater(HGW)Level.Computation_ 2.. The Geotechnical Report, dated 8/21/2011 performed for the Balise Nissan site. Based on the Geotechnical Report, the observed groundwater elevation at the time of the investigation was 30.5 ft. The high groundwater adjustment calculation.has been performed and the adjusted maximum HGW elevation is 32.4. The tank installation is proposed as follows: R ' The-finish grade elevation over the tank is 45.0. , • Top of tank is buried at 2 ft below grade (in:accordance with NFPA'30 -6" reinforced concrete slab and 18"of gravel borrow base material) =43.0 ` • Bottom elev of 64" diam. Tank= 37.6 ft'." • Adjusted HGW is 32.4 ft. • Separation between bottom of tank and adjusted maximum HGW Elev= 5.2 ft ij�sOF MAs MAT_THE c rt/ Wnn / , �.CDV�L= O/.A3 3 _ S T : SS�pNAL ENG 1 HIGH GROUNOM. R UVEL COMP UTATI®1 Dated. 3/2/2012 322 Falmouth Rd. Site Location:;. '.. . ,. Permit; `. Hyannis, MA 9wner Balise.Auto Realty LP " - Baxter Nye Engineering Contractor::' Phbh, 508-771-7502 Notes.- Groundwater information taken from Geoteclinical .Investigation prepared by Briggs Engineeringt & Testing, for Proposed Nissan Building, dated 8/21/2011. STEP1 - Measure depth td.watertable to nearest 1/'1Q ft: 8/21/2011 15.5 Boring (depth'`is in feet below land surface) 'Date< mm/dd/yy -feet`belo v,Is. STEP.2 Usrrig.Water-:Level:Range+Zone and.Index Well; Map ,—t- site and determine:: - A:'A PP ` AIw-230r hate index welt ,- A � D. 4-4.9' B),Water=level eang.e zonee:- STEP.3' 'Using monthly "Current Water Resources Conditions" determine current depth�to water 21.92 Provisional Value evel for index well. •. a • a mm/ri l STEP"4 UsingiTabie of Potential Water Ldve1 Rise:for inde"ell (STEP 2A), dd ht.d.epth 'to water ► i level for index well:(STEP 3),,and water=i.evel zone.(STEP 26) determine;'water-level' 1.9 adjustment:, s Q. , E '.STEP S. Esbma.te depth to high water by`subtra.cdn'd the; 13.6 water-,level adjustment (STEP 4) measured depth to wateeaevel at site(STEP 1:).: iV;OTE* Tables 1-,9. "Potential Water-Level Ri a"Fare attached. as w.oTksheets.to;t[iis Me. Ground Elevation.at Boring B-4 = 46.0 ft" .. Adjusted -Depth to High. Groundwater = 13.6 ft Adjusted Elevation of -High Groundwater = 32.4"ft. monthly:index,Weil data, www capecodcotnrnissi:on.org%wells:;htrnf _ s CAPE c&D COMMISSION . USGS OBSERVATION YELL DATA s '-February. 2012 To.be used in conjunction with Cape Cod Commission Technical Bulletin 92-001,the ' USGS procedure for estimating high groundwater levels on Cape Cod, Massachusetts. The following water level measurements are taken monthly and will be-available the last week of each month. The Bulletin text, forms and maps are available online at: http://www.capecodcomrhission.ord/departments/technicalservices/water/aroundwaterlevels „ Water Level Below Well Land Surface Datum Barnstable 230 ,. 21.92* Barnstable 247 23.33 Bourne 198. r 32.26 t ' Brewster 21.. 9.22 Chatham 13 8 24.19 Mashpee 29 7.91 Sandwich 252 46.98 - Sandwich 253 s 48.08 ro Truro 89 11.62 11 Wellfleet 17 10.53 * Adjusted Provisional Value to use,as replacement until well can be replaced t Potential water-level rise,.,in feet, for use with Table 1 index well Barnstable A1W-230 WATER LEVEL ZONE A ZONE B ZONE C ZONE D ZONE E 20.5 0 0 0 0 0 20.6 0.1' 0.1 0.1 .0.1 0.2 20.7 0.1 0.1 t 0.2 0.3 0.3 " 20.8 0.2 •'0.2 0.3 0.4 0.5 20..9 0.2 0.3 0.4, 0.5 0.6 21 0.3 0.3 •0.5 0.7 0.8 ,r 21.1 0.3 ' 0°4 0.6 0.8 0.9 21.2 0.4 0.5 0.7 0.9 1.1 21.3 0.4 0.5 `. 0.8. 1.1 1.2 21.,4 O.S. 0.6 0:9 .1.2 1.4 21.5 ,0.5 0.7 1 1.3 1.5 21.6 0.6 0.7 1:1 ' . 1.5 1.7 21.7 0.6 0.8 1.2 1.6 1.8 b 21.8 0.7 0.9 1.3 1.7 . 2 21.9 0.7 0.9 '1.4 1.9 2.1 22 0.8 1 '1:5. 2 2.3 22.1 0.8 1.1 1.6 . 2.1 2.4 22.2 0.9 '1.1 1.7 2.3 2.6 22.3 - 0.9 1.2 1.8 2.4 2.7 22.4, 1 1.3 1.9 • 2.5 2,9 22''5 0 1J' 2 -2.7 3 22'6 ' 1'.1 1.4 2.1" 2.8 3.2 22.7 1.1 1.5 2.2, 2.9 3.3 22.8 1.2 J-1.5 2.3 3.1 3,5 22.9 1.2 1.6 2.4 3.2 3.6 23 1.3 1.7' 2.5 .3.3 3.8 23.1 1.3 1.7 2.6 3°5 3.9 23.2 1.4 1.8' 2:7, 3.6 4.1 23.3 '1.4 1.9 = 2.8` 3.7 4.2 . 23.4 - 1.5 . 1;9 2.9 3.9 4.4 @. .. 23.5 _ 1.5 . 2 3 4 4.5 . 23.6 ` 1.6. 2.1 3.1 4.1 4.7 23J' 1.6 , 2.1 3.2 4.3 4.8 23.8 F.1:7 2.2 "3.3 4.4 5 23.9 1.7 22.3. - 3.4' 4.5 5.1 24 . . 1.8 2.3 3.5 4.7 5.3 24.1 1.8 . 2.4 3.6 4.8 5:.4 24.2 1.9 2.5 4 '3.7 4.9 5.6 24.3 1.9 2.15 3.8 5.1 5.7 + 24.4 2 2.6 3.9; .` 5.2 5.9 24.511 2 �. 2.7 4 5..3 6 24..6 . . 2.1 .2.7 ; . 4.1 ,'., 5.5 6.2 24.7 :2.1 2.8 4.2, 5.6 6.3 24.8 2.2 2.9 4.3' 5.7 6.5 R , .4T6.35 B 47 BOT.° OF 46.65 TO E -�rs - _ --_- s.s 47� �-4� 48 �� RET. 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F. r August 21, 2011 Baxter Nye Engineering.& Surveying c/o Mr..Matthew Eddy` 78 North.Street: t Hyannis, MA 02601 RE: Geo.tech.nical :lnvestig,ationiReport' Proposed Nissan Hyannis Building i4t 332 Falmouth Rd.:(Rte 28), Hyannis '(Barnstabl'e); MA In.accordance with your author zatJon.of Proposal,No. MA..02.1080 0idated.July 27, 2.011, Briggs'Engineering &Testing_,.A Division of PK•.Associates(Briggs)'has completed our investigation of the subsurface conditions at the above referenced location and com.p:leted this Geotechn cal Report., 1:o Project.D.escription and Location. F , The proposed project consists of'.dern ition of the front(south) portion of an existing auto sales dealership building and replacing,the demolished space with a slightly larger building addition Refer.to the attached.Figure 1 fo.r site layout.including existing and proposed building layouts. The sitej located on the-north side of Falmouth Road (R'oute 2'8) ari&is abutted•by Bearse's Way-to the west and Corporation Streetto'the east. Barnstable Airport and tr_affc rotary are IoGafed about 1_:5 miles east:of the site. Hy61 : Harbor is;Tocated: about.2..5 miles:south of.the site.. Topography at;-the sate and within 500 feet is,generalty level with several gentle to moderate slopes.. Regional topography within one-mile of the site,generally slopes ;down to the,south:to Hyannis Harbor: Briggs yisited the site on June 4 2011 and.observed. surface conditions'via test borings:.. Several utilities includi:ngrelectric,+telephone and'water are supplied'ta the existing;building via.underground. and overhead utility tines. . www.briggsengi:neering..com 1001Neymouth Street—unit, B-1, Rockland MA 02370 . :Phone 871-6040. Fax'.(781) 871:-7982 Offices in.Boston and C.u:mberland:Rl Geotechnical Investigation for Proposed Building Addition 332 Falmouth Road., Hyannis., MA August.21,.2010. Page 2 of 10 2.0 Subsurface Explorations The subsurface conditions at the Site were explored under the supervision-of the: undersigned Briggs' Geotechnical Engineer.. The explorations consisted of advancing: four (4) test borings around the.perimeter of the proposed building'as shown on Figure 1. The. borings were terminated at 21 to 26 feet depth. The borings were advanced on June 30, 2011: by Able Soils—Earth Tech„ Inc. of Harrisville,, RI..The-borings:were drilled,by a truck mounted boring rig using solid inch inside diameter'casing in accordance with ASTM D1586,, Penetration Test and Split Barrel Sampling of Soils". Standard Penetration Tests.(SPT) were performed at five foot intervals or more frequently as noted on the attached test boring logs. Soil samples were.field classified by David Geisser, Geotechnical Engineer on a full- time basis using the Bermister Soil Classification-System. Soil descriptions by Briggs. are.presented in the attached test boring logs. 3.0 Subsurface: Conditions Soils stratigraphy consists of grass and topsoil or asphalt over sandy fill and subsoil (at B-4), underlain by sands and silty sands, Asphalt Pavement. Bituminous asphalt pavement was encountered in borings B-1, B-2.and B-4 at grade to. a depth of 0.4 feet; The other three:bofin9s were advanced in landscape areas free of asphalt. Silty Sand Fill Silty Sand Fill:consisting of fine to medium sands with trace (less than 10%) gravel, trace to little (less than 20%) non-plastic fines (silt) was encountered to a depth of 1.5 to 4 feet below ow —warades. The fill is``grey-,brown`and medium dense`to verydense. with SPT N Valuesl of 11 to greater than 100, I Topsoil Silty sands with trace ..organic content were found in.B-3 to 1 foot:depth. .An N-Value was not recorded within he'topsoil zone as a full 18 inches oftopsoil would be :necessary for N-Value recording. ;Subsoil' Silty sand with about 1%o organic content was encountered in B-4 below the silty sand. fill from 4 to 5..5 feet depth. The subsoil contains mostly fine to medium sand with little silt.. This Layer is light orange brown and medium dense with an N-Value of 11. 1 SPT.N-Value is the number of blows for a 14.0 Ib hammer falling freely throw h 30 inches,, re wired to advance the :standard: split s sampler the last' 12. .inches of an 19 inch sail lin: i terval':. F P oon: Geotechnical Investigation for Proposed Building Addition 332:Falrnouth:Road,,Hyannis,,MA. August21, 2010 Page'3 of'1o: Sands and Silty'Sands Undisturbed:sands were encountered in each boring below the fill:soils to the full depths of;borings-at 21 to 26 feet.: These.deposits Piave generally trace:grave! and trace to little silt. Silty Sand was: encounteredbelow the silty sand fill a Boring B=1 only_ These. granular deposits are med,lum dense.to Very dense with'SPT N-nalues rang ng from 9 to: greater than 71 The granular soils are generally light-brown in;color. 10, Refusal. F `No-refusals were encountered in'any of the:borings::.' _ 3.1 Groundwater Upon completion of each test boring and at:;later tirnes up to three hours later, a tape . " measure with hollow"plunker deice Wasp lowered into he bore-hole to measure water ' that migfit have seeped into the.borehole during;penetration of the boring and/or after removal of'sampli.ng equipment:Groundwater was encountered :in. B-3 at'16'2 fee.t after two hours and 15.5 feet in B-4 at three,hours. The other two holes collapsed at.14.feet upon'removal of drilfing.equipment and the base of.'hole,was dryin.,icating-groundwater is deeper than'14 feet depth at those tw.o locations_T • P Groundwater 16vels may be affected by aocal anomalous conditions such as underground utilities:6r confining:silty or clayey soi s as;well as. seasonal factors and thus.may not represent the level.to be encouritered'in the future. Generally;, ,groundwater levels are highest in the spring and lowest in the ate fall. These groundwater depths were measured indate;.Julyi when groundwa"ter:el'evations:are; _ •. presumed to Abe deeper than springtime depths Based giroundwater measurements discussed. above, Briggs concludes that stabilized groundwater;is at a deiDthl of 18fleet below existing:grade! 1 4 0 FINDINGS, CONCLUSIONS; AND-RECOMMENDATIONS 4.1 Foundation D6:1s- . 4 4 { e We recommend that the,proposed.building.be supported on shallow spread footings bearing'on theundisturbed inorganic`granular soils:(sand:'and silty sand) and/or Structural Fill over the granular subgrade: Conventional footings would consist of coritinu'ous wall and:;spread footings. , y Footings:shoo d be;sized;for an;'allowable bearing capacity of 2.0 tons per square'foot (tsfl for footings with.a 2 feet•minimum.width. The allowable bearing capacity is for all combinations of live and dead Loads with a 33 percen"t increase allowed for seismic and s wind loadings:. Geotechnical Investigation for Proposed Building.Addition M Falmouth.Road; Hyannis., MA.. August.2:1, 201;0 Page:4 of 10, Strip footings should.be at least;24 inches wide and isolated column footings sho.uid be. a:minimum of 36 inches.. The bottom of all exterior wall. or column footings should be a minimum of 4..0:feet below finished grade to provide adequate protection against-frost heave action. The 4-foot frost;de.pth would.also apply to foundations in un=heated interior;areas; if any. All footings should be installed at relatively consistent depths. Exterior footings would typically be about 2 feet deeper than interiors footings. Footings should not be deeper than a Line drawn from adjacent footings at a 2F1:1 V slope. Total settlement due to the:compression of thebear►ng soils.should.be Tess than 1 7inch and the total differential settlement should be less than 1/2 inch and should pose no significant structural problems. Transition from the existing shallow wail footings to the proposed shallow-wall and spread,footings should be simple. The new footings should match bottom of existing footing grades and,step up or down mcving southward away from the existing footings as necessary to maintain at least 4.0 feet of burial depth as sate grade°gently falls to the: south. Steps .should be.;no steeper tha i 2. H 1 V. `Th new footings can be either rigidly connected to the existing footings by dowelling or kept independent. The. independent foundation-option woUld, Ii:<ely require installing a construction joint between the new and old above grade building walls and roof to allow for independent; movement of the old and new building components. It :is our :u:nderstanding that no earth retaining; walls are ;proposed for the site:. Briggs estimates the following lateral earth pressure coefficients sh.ouPd walls be considered: Site walls rigidly connected to the building foundation and. the foundation walls themselves should be designed :for at rest condition. At rest. lateral earth pressure coefficient.(Ko) is estimated at 0.49.. Flexible site walls can be'designed with an active lateral earth pressure of .Ka 0 32 for the undisturbed-sandy soils and--fills. Thepassive. pressure coefficient is =3.1>2. s earth ess P P � Solis from existing: grade to:a depth o.; 1 5T feet below the existing grade are presumed to be dry with an ,estimated dry denslfir of 1120 pcf.. Submerged site sands below that. depth have an estimated unit weight of 58 pcf. Structural. Fill' density is typically about 135 pcf and would' apply for backflls against retaining: walls: and within:' one foot of finished grade.; Undisturbed sand subgrade internal friction angle is estimated at. 31 degrees. These parameters can'be used for wall stability calculations:, Geotechnical Investioation for Proposed Building Add;ition:. .; 332:Falmouth;Road; .Hyannis; MA: August.21. 2010 Page 5 of 10 4.1.1' Proposed slabs A minimum. 6-inch-thick:layer of'Structural.Fill is recommended immediately beneath all proposed slabs Organic and.fill soils were encountered within the upper 1.5 to 5.5 feet below existing site grade and must be-removed frorh'all .structural areas including the proposed slab so that these:structural.elements do not.-settle substantially. Also; ' existing:foundations are presumed.:to.extend about 4:feet:below.existing grade.. These. foundations and slabs-and associated fills should. be.excavated from thei building area... Any gravely sands encountered in the excavabohg shou{d be'segregated from foundation materials and silty soils for'r,Buse as granul 1.ar;of Str-uctur3i flIs as.discussed in Section 4.5:. Organic and loose soils should be. excavated.from ro used foobn °areas and should 9 p P 9 be replaced by controlled::compacted lifts of Structural Fi l< Backfill:above footing grade , to within:six inches of underside of slab or pavements can be fi led with Granular Fill as referenced in Section 4.5, A modulus of:vertical sub grade reaction of 120 pound pe:r cubic,;inch-(pci) would apply to slabs resting compacted,.Structural Fill over medium dense ordenser undisturbed granular:subgrade: :No basement space is proposed forth:e new addition, therefore excavation below groundwater is not expected to occur g,ien that groundwater was encountered at about 1.5 feet'below existing grade during th;is'investigati;on. ; Hydrostatic uplift is not a design concern for the pro:pos:ed slab on grade construction. 4.2 .es Smic Design . The undisturbed sandy subgrade and compacted Structural Fill or Crushed Stone: are ............. F not susceptible-to liquefaction during the postulated seismic event given their gracJ;ation, depth to groundwafec and relative densities. This evaluation is in accordance with the international B.uiiding.Code, 8th Editionvith Massachusefts'State Am.endrnents. Tabulated spectral response acceleration coefficients; Ss and S� are listed'as 0.20 and 0.'054 for projects in Barnstable, MA_ Sites As are•Seismic Site Class D for the proposed building location::, 4.3 Excavatiatt and'Subgrade.Protectror► t % Topsoil, sub* soil,°existing foundations and existing;fill rnust.be excavated from all, ;proposed structural areas.including bu:iid:ing areas., pavements, walkways and exterior Slabs' . The undisturbed sandy subgrade,should hot:require protection. Any pockets of x Geotechnical Investigation for'Proposed Building Addition 332 Falmouth Road, Hyannis, MA August 21 20101 Page&of 1:0 undisturbed silty sands may be moisture sensitive.. Silty sand subgrades may become disturbed by rainfall and construction traffic.. If silty subgrade becomes wet;:it should be allowed to dry or be excavated to moist subgrade prior to placing.footings or fills., Backfill.over excavated wet silty sands should be a six inch.thick layer of 3/ inch.minus crushed.sto:ne wrapped by-Mirafi 14QN filter fabric or equivalent. Subsequent fills over the crushed stone can be as discussed in Section 4.,5.. This condition is not expected to be..prevalent. Excavated granular subgrade should be stockpiled separate from organic soils as the granular soils will-be reusable as.Granular Fill'or possibly:Structural Fill if blended'with Crushed stone. Subgrade solls'With more than 25'%o silt (if any);should.be segregated .and disposed. Footings excavations should extend to bottom of footing grade unless siltysubgrades become'wet by rain and require excavation due to.disturbance_ In that event the subgrade should be excavated 6-inch.es deeper than the proposed. bottom of footing grade to a low placement of 3/4-inch minus crushed stone as recom_mended:in Section 4.1.. The stone should be placed on filter fabric over the undisturbed :silty sands.. The crushed stone'layer will serve as::a drrainage layer for sump pumping and maintaining a -dry excavation.. Subgrade protection in the sandy subgrades-with less silt will not be necessary: Crushed stone should be compacted by making at least three passes per six--inch`Iift using-a vibratory roller or large'plate compactor. 'Refer to:Section 4.5 for additional backfilfing recommendations: Unsupported excavations should slope pup from the bottom of excavation in compliance with OSHA guidelines/standards. If excavation to proposed foundation grades extend deeper than 4 feet, then these excavations should slope away from the excavation areas.. If the Contractor-chooses to use trench boxes or other lateral earth support measures;tire`listed`latera earth' pressure°cdefficients presented in`Section`4.1 can be` used for design. Excavation for subgr-ade should be witnessed by a;Geotechn;i.cal Engineer to Confirm that organic; loose or fill soils do not exist at proposed footing areas:. The Geotechnical. Engineer would also determine if the bearing subgrade relative density is consistent 'with the test boring--data and has not become disturbed by excavation, water movement or dewatering activities.. Excavation effort should be easy to moderate to reach the undisturbed granular subgrade-.. Bedrock removal is not expected as no evidence of bedrock was encountered within the 26 feet depth explored via this investigation., Boulders and. cobbles may be encountered in the fill. and subgrade soils. An excavator would typically be used to remove soils,. cobbles and boulders in proposed foundation areas... G Geotechnical Invesfigation for Proposed Buildi_n.g Addition. 332 Falmouth:Road, Hyannis, MA August21,201.0 Page 7 of 10` 4.4 Water Control Minimal dewate.ring;of foundation excavations after rainy weather would be expected. Therefore, foundations should be placed as soon.as,possible after excavation and any silty sub:grad'e soils:thatbecome.softened by water should be allowed,to dry and be re- compacted orshould be excavated and-replaced.by3/ irrch minus crushed stone wrapped in filter fabric as discussed previously. ., 'Backfll above the'crushed stone layer-should be :Granular;Fill to within 6. inches of underside of slab on grade. All Granular or_Structural Fills must be placed uin the:dry" after water is pumped to at least 6 inches below,the base of excavations. Granular and Structural Fill must be adequately compacted as discussed in:Section 4.5 prior to placing additional fill. ;- Subgrade at slab oni,grade areas should also;be protected by placing, and compacting :Structural.Fill as soon.as possible Aso that silty subgrade coils do not become disturbed by rairifall'and"construction'traffic causing muddy.conditio:ns: Silty sand subg;radesahat become wet by rain should not:f?e traveled on or they may become disturbed.. Disturbed silty sands should be.excavated. and be replaced by compacted lifts of Structural Fill in proposed building areas.' s Structural Fill ma.y be used`where siltysubgrade is exposed and will not be covered by foundations or..fills until after 1rainfall is forecasted... ,Perched.arouridwater movement laterally across the proposed exeavatio:ns might occur during and after rain event. This. :perched water:may accumulate in-excavations and require removal by sump purnpin,g. ' Also, surface drainage should be:tlirected away from excavations during construction so 4 that the.:bearing surface does not:become softened by water flow or puddling Rapid a water.movement can also scour soils and undermine foundations, therefore surface « W water protection such as earth,berms should•be coristructeds.. This can be.accomplished with proper gra,dmg or construction of smaA dikes at'the edge of the excavation Vapor barrier. or retarder should=be installed: under all slab areas unless otherwise. specified by the Architect. r { Af present no basement space is planned. A perimeter foundation drain is not iF recommended:around the::proposed.fo:undatio.ns unless a basement is,constructed w 4.5 ,Backfill and Co°mpaction `. Silty sands and/or sands excavated in footing areas can be reused as:Granular Fill to. within one foot of the:underside of'pavement or slabs provided the silty sands can be compacted to 9:5%0 :of its:maxi.mum dry unit weight'. Excavated sands and silty.sands may be mixed to-produce a sandy blend.. The sandy soil will:have a fines content of Geotechn.ical Investigation for Proposed Building Addition 332 Falmouth Road, Hyannis, MA August21,2010 Page.8 of 10 about 10 to 150/o:based on the soil conditions observed in the test borings within the upper 4 feet. These soils should be re-useable as compacted Granular Fill provided all organic soils (if any) are segregated.. Structural Fill should be used under footings and crushed stone should be used as the initial lift of fill in wet.areas.. The final 6 inches of fill:under slabs and pavements should be Structural Fill.. -Structura9 Fill should also:be used as.backfil against.the exterior side of foundation walls extending out 3 feet from the foundation walls and vertically down to the.bottom of footing elevation or perimeter drain if installed.. Granular Fill can be used elsewhere under slabs below a depth of 6 inches`but not in footing stress zones. It should be noted that Granular Fills with. more than 206/o fines (material passing the #200'sieve) are moisture and frost;sensitive.. These materials will be very difficult to compact if wetter than optimum moisture content. Typically, silty sands with,more than 15% fines at about 10% or greater moisture content are very difficult to compact to the required 95% compaction. If these soils become wet by rain fall or have been excavated below the water table, then drying these:soils, especially during cooler seasons will be very slow. Moist soils should be segregated from wet soils and all soil piles intended for reuse should piled in conical piles.to reduce absorption of water during rainy weather. These recommendations,only apply.to soils having greater than 15% fines.. A small-portion of the silty sand fill and subgrade to 4 feet depth (within the anticipated depths of excavations), should require subgrade protection or special handling due to high fines content. Within the areas excavated for footings; walls,,and other limited`areas where large. compaction equipment.cannot work, we recommend that the fill be placed in loose lifts no more:than six inches in thickness and be compacted with.small hand manipulated: machines such as pneumatic compactors vibratory compactors, etc. In areas where large vibratory compactors such as a.Raygo 400A or equivalent can be. used,,we recommend that the loose lift.thickness not exceed 12 inches. All backfll placed in load bearing:areas including under non Structural Slabs and under _. footings should be compacted to-a minimum of 95% of the-maximum dry density as determined by the test designated .modified.ASTM D1557. The.crushed stone layer requires compeaction by making at least three passes by a vibratory.plate compactor or vibratory roller. No compaction testing will be necessary for the crushed stone fills. Crushed' stone fills thicker than 12 inches should be placed in one-foot lifts and be monitored by a Technician or Geotechnical Engineer. a Geotechnjcal:Investigation for Proposed:Building Addit'i.on'' 332.Falmouth:Road, H,yannis;,11IlA., August;21,201;0 Page 0°of 1:Q Crushed:stone should have the following gradation: CRUSHED STONE:. R. ` Percent Passing U,S Sieve Seize & N:umber, 'f. Maximum Minimum 1 inch 100 314 inch . = 100,* . 90 112.inch ! •50 ' _ 10 3/8 inch 20 0 No,. 4 . 5 0 Structural Fill should consist of well-graded:natural`sands.`and gravel or crushed concrete: Structural Fill should`be epe.from excessive`p asticfnes,:o;rgan c matter and deleterious material,;:and should have the following gradation:, „ z. RECOMMENDED STRUCTURAL-FILL GRADATION Percent Passing U.S::.Sieve Size & Number . < Maximurn. Minimum 2/3 lift thickness: 1`00,. . 100 1 inch _ 1.0>0 80. NO. 4 $5 25 No 20 60: . 10 No..50 35. t 4 No. 200 g* • p * Backfil within three feet laterally of earth,retaining';walls or basement walls.:(if any) shall.have 5% or less material,passing the#200 sieve:: Retaining wallas and basement foundations are not part of the proposed design at.this tirne, Granular Fill under proposed building space should°be,free of:appreciable asphalt content as this°can off=gas into occupied space causing possibleehealtla concerns. Granular Fill:.should consist of,well graded natural sands and gravel free from excessive . .............. p......... stic�fines, organic mafterand deleterious material. and:should.have-the following gradation RECOMMENDEDGRANU_LAR,FILL'GRADATION t ;Percent Passing U.S. Sieve Size &:Nurnber Maximum Minimum ` 2/3 lift thickness 100 100 1 inch 100." 60 No 4 90 25 No. 200 25 0 1' Geotechnicai investigation for Proposed Building Addition 332 Falmouth Road, Hyannis, MA August 21,2010 Page 10 of 10 5.0, Limhations and ExcIuWdns All the professional opinions presented in this report are based solely on the scope of work conducted and sources referred tc.in our report. The data presented by Briggs in this report were collected and analyzed using generally accepted industry methods and practices at the time:the report was generated. This report represents the conditions, locations, and materials.that were observed at the time the field`=work was conducted. No.inferences regarding.other conditions, locations, or materials, at a later or earlier time may be made based.on.the contents of the report. No other warranty,.express or implied is made.: This report was prepared for the sole use of our client., The use of this report by anyone .other than our client or Briggs Is strictly prohibited without the express prior written consent of Briggs. Portions of the report may not be used independently of the entire report. The above recommendations and conclusions are based on our evaluation of the obtained data presented in the text. We would:welcome the opportunity to monitor the pertinent phases of the foundation construction; thus,,if differences are found between the field conditions described herein and those encountered during construction, we can modify our recommendations in a timely and professional manner. Thank you for engaging our services to undertake.this project_ Ifyou have any questions, please do not hesitate to contact us at your-convenience. Very truly yours, Bleggs Engineering A Testing .f DaAd V.:'Geiser Nidholas A,LanneMTH y taic�rocas Project Engineer Professional En in NAY No 30789 e DWG.-dg Enclosures: Figure 1 —Site Sketch r_ Test Boring Logs. N:i' EXISTING. , w .. BUILDING - PROPOSED ADDITION=' ; • • . y B-1: EXISTING" ..PAVED. .. . . : PAF.NNG w LOT B-4 CO_ :ORATION STREET, EARS E - 4 Y a `' 4t • - -. . . . . . a - - t: B-2 .... ..., .: ... ..... ..._ EXISTING PAVED AREA FALMOUTH ROAD kRTE 281 — LEGEND: EXPLORATION LOCATION PLAN k,� PROPOSED BUILDING ADDITION SR NUMBER AND.APPROX:: 332 FAGMOUTH ROAD,HYANNIS;,MA ' _- LOCATION OF TEST B '1` BORING BY BRIG6S Scale- N.T.S Drawn DWG FIG.1 Briggs Engineering&Testing. ADf,;to,.ofPK Date.-AUG.2011 Check: NAL CUENT &TESTING. .PEd2dZYDIPII. ,SRVICE . BORING ROCKLMMW Ot@C�1211C�Services VliELL PROJECT �?YANNIS P;IISS"N R.I. LOG HYANNI$,kIX RIu:FR ..& c...R_ BORING ICASIN6 .SAMPLER -COREBARR - . INSPECTOR Q:GEISSER: No": - NE'&.STA: OFFSET: SHEET ME HSA S.1'4. UFtELEV:. OF +6 SIZE N. .Z I-:3-7J FILE HAMMER.WT: F�(LB.'' NISH t l�.v3iy�ti� .. 0:.., 51. 6� .. HAMM FALL A NO DEPTFi;RANGE 12ECi. :BLOWSl6" :.TYPE DENSRY CtL4NGE SOIL:IDENTIFICATION'15 FELD;CLASS1FIC4-n OALY; ,, FEET PEN ON:&WLER:: OR.CONSIST FEET:..,..' FOR EXAcr GRADAl70N'aABORATORY TE STING,1S"REOIJIRID AS tM DENSE " " 51LTY SAND FILL..F/M T1AGE GRAVEN W LMME TO>TRACE'SFLT BROWN ' 2 4'r'-6 18'f24 ..:3 5 4 4. - SS -;:. DRY. '.. SILTY SAND FTC TRACE.GRAVEL,MOSTLY MEDIUM; 5.: LOQSE.. SI7t,'ORANGE SR.OWN DRY ;.3 9'=11 18'/24. ,:12 8 8 t1'. = "S5 ;..,DRY SAND,_F PC,TRACE SILT;bGHT-BROWN, 10 " M DENSE. 'i STRATIFIED,;DRY 4 14:-;16 14r1Z4� 1.Cr79 21 A.7 SS- - DRY. :. SAND;FY C,TRACE'GRAVEL TRACE'SILT,' 16 DENSE::: ?LIGHT,BROWN,STRATIFIED" -`5 19:-21 1.E']24 _21=29 27�b:; SS WEl;: SiMiLAR.:TO A$OVE,WET 20 \! DENSE 21.0. 7-7-77 BOTTONfOF BOR1fIG AT ;:,_ 21:0•FEET ....,, 30777777 W'. LAWUNOWA s srutsvO.M. .: `:' uomT+gR rmrmp�a'o02'O.Rsa pw - - T THIN WALL-TUBE ttensily >`Cohesivn.Cunsistsncy- DRY AT i4.D: :AFTER. 2'- MR ,... s U UNDtSTINiB®WSTON `:'0-t Veg+aoose:'.. " o-2 Ve_y;Safl - USM AT ..AFfER. O OPENBrID ROU'. . .. -=S9 Loose;. W WASFISP)wPt:E ..TO.2D Med.-Oanse S 6sd S'W Bole t0-2 NOTE Le�vmy im,-*sonai fi dL*omaw A-AUGER-SAMPLE 30 A9 Dertsa':_ &15.9M:....' - 90{IIe ZO-'159L :the tle ae of.soll:satraaltm"a the hmtr,Own takem "w#Vety;pense 1BSh:V.... .. aad �� ,._ &TESTING ,PERRYDA.:UJ SERVIC BORING ROC t NDiMA OteC�iBll � C�S WELL PROJECT HAdltfe� � .. svr.E Rr. . .o HYAN -NIS,MA i . $: PrRR Rll1ER. BORING-. - - 1 CASING SAMPLER '�EORE BAR NSPECTOR { aESER ::. :- NQ::. ME&SSA :.. OFFSET SHEET ES .�'S, .. uR ELEV F'' . 3 25:' 35 .-SIZED , ART juLY JU..Ol :- ,FILE - HAMMERINL ' 946 INISH J�ULY3L�Z© � ....:... NO_ �� � -FIANIMFACL' 3EB,iI A N(Q pET'TH;RANGE REC! BLOWSJTi' TYPE :':'pENSIrY:'- CHf1NGE SOIL 1DENTIFICATtON 1$ FIFr n CIJISSIFlCATIOy ONLY r: ON-SAMPLER: OR.CONSIST FEET FOR iEXACTGRADATION LP80RATORY<TESTTNG=IS _ -... DRl` `, Oi4 " 'M DENSE, 15 SAND l F/C'TRACEGRA TRACE SILT:BROWN .21 F/C';TRACE S1LT,i IGtfT BROWN; STRATIFIED .. . - DRY.::': SNAILAR TO ABOVE t0 ". <.. DENSE.:. - x 4 14.-16� 14'T24" 2320 17,18 SS_ DRY D,F/:E;TRACE GRAVEL TRACE,SILT' 15 _ 4 `5 79: 21 15"!24 16=]7 14 13;:::3S ;; DRY;;,. SILTY'SAND,F/C;LTTLE S1LT,GRAY BROWN 20 DENSE:: 6:- 24`-•26 t4 Y14 17 Pp23 22. SS 'bDRY_..;L SIMILAR TO S. 4 2b: OTTOM OF BOPjNGL AT 26:6 FEET SO. 3b , ."S SPLR BPOON .�' 140I0.YtlL(a9Ng30`on 2'O D 6mtWder . - SY ...coeaswe Cariefs7enoy - DR1'.A7- 14 fl" AFTBi. _ ''2l r t>iu4 wai LTuae nesienless' LL LINpISfURBm PISTON '` ._��Yery looeY - ..:,' S-2)IexSoR - PROPORTIONS USID AT ..,AFTSt 0 oP>�s+gRoo,."` sa[oosa assort:' ` tramu-ia%..'' W WAstf 5A1 E'.' 10 Med-'Dense, 58Med:�Seff EnIe 10 PU'X; NOTE Weds mey veryw .s�sonelfpdi on:eiid A AUGH;SANPLE -30 48 Daf�se 9.16 Stilt some 20 35%' 9te:deW of soB salon when Itre boAr9 we5,ffiken: - - c, '.SD*Very Dense -.'' 18-30 Very Stiff eM95.6076 - ' CLIENT 'BRiGGS.ENGINEERING:&TE. iNG ;P YD L.S VICE BORING I ®C tAs ND, MA to Wibal Services WELL. PROJECT HY-A IMP Ei ISSA6� SVIL,LE, R11. LOIG 6�YAP�MIS, MA. g I? _ KILLER} FR. BORING CASING SAMPLER CORE INSPECTOR D.GEISSEF� .:..., NO.' B�.�:.,' Lf :OFFSET HEET E OF � S IZE1DJL3LY 3Q [5FILE HAiutMHtVvi. :Q0t.:�: ,_,. . NO ;;: .: R 6 Fiwawn.FALL J.lJLY 3,i"hb : . : . 30.� t.. A ND_L DEPTIi1tANGE :REC1 BLONS/6" TYPE DENSITY CFtIWGE SOIL IDI7JTIF1CA710N IS FIELD ClRSS1FiCAT10N CNLY: aONrSAMPLER:i :ORCONSI3T ..:::FEET FOR'tEJ(ACT'GRAI A&ION:LABORATORY::TESTING:IS REQUIRED. _. M DENSE ~,IL7Y SAND FILL F7 C L(f71E SILT, `.'. 3i0' ORANGE.BROWN...: 2 4`-:6 l�/74' , 7=1432 2Z' SS. DRY, D.F f'C TRACE-SILT;STRAf[FIED;. 5 r ` DENSE;::. LIGHT ,'.DRY 14124, 3125 3132' SS-, .:, DRY. SAND F/C LITTLE`GRAVEL,TRACE SILT, 10 V DENSE.. LIGHT BROWN,.STRATIFIED -- 4 f4.=15 16'/24, 323&33 35 7797 DRY c<:. ' SIMILAR TO ABOVE 15 DENSE.,'. 34-2Cr27 31 r SS DRY SIMILAR TO ABOVE 20 :r- DENSE: TRACE TO LITTLE SILT x _B 24_ 2G 1fi°F24 32304137:-, S& DRY ,. SIMILAR TO 5-5 .�r...- DENSE`:. . - - :..:........... .. ... .. .. OTTO44 OF BORING AT. 26-0. FEET 30: o GUL 4MN A. a saL7rspooN lwla'wira�ma3o''gron_semp« M. r nlw.wuLnsi _ unosroroe�:neny. co�slv.' w� oaY Ar t6.q`: 0:5HRE Arai U UNDISjUAS®PI570N .:rlH lfety.Laaie i•`' -03Vay'9oR - :BROPORTIONS_US{D, .AT i6S2'.;.- AFTER Z mi O OP97.BJD'ROD:. ,`iY Looat! 3i Solt• .:. - pace cm ow- W WA6FI,S,MIfpLE::: :3629a1ed:. tse: 5-b Med_.6tl11 81Ne 10.076 NMT-_ lmotls may very wm seaemW fkchmtfoe-and A.AUGER SW.R_E ' .: =:30 4B Dense. �75511f. ®rtre 7tI359G: ._ itm,tlegtca OTSOA Si11af81I6f1 wheii'1tre LorFrtgvas.teten:. .-._ .. .. - SOtVa7 Derse teJo,Very Sfdl: .. -aad35-5U9G: p CLIENT BRIGQ3 1= 1Ce,EE�NG &TES I PMRYDR L SERVICE (30R1NG:1 ` R�; L � ,MA 6,t hT2l.ied S,erviceS ELL e, PROJECT a YANNIS MISS N • LOG . IYANkM I ;. � . BILLER. S.PE ,RY .:. : B4O.RING,. CASING SAMPLER CORE BARR NSPECTOR .uCEEE NE B.STA OFFSET:.. HEET a :E I'65 `: 5::.: URB-EV OF SIZE ID: TART I.3LY 3i'1:20�" FILE HAMMER WT: JUL. q WSH .- U "I HAmm.'FALL: 3 A {JO DEPTH:RANGE :REC! BLOWS/6' TYPE DENSITY', CHANGE SOIL IDENTIFICATION'I$FlELD CLASSIFlCATION ONLY .a.EEN. :ON(SAMPCER< OR'CONSIST - aEEf FOR.EXACT:GRADATION LAB0Fa,,ORY TESTING[IS:.REWOED: . .-..i 0=2• ;20'/24 55=8564-60;'. SS, ::� DRY�•�; 0�' ;- V D ENSE SILTY SAND FlLl,F 1 C LFfTLE GRAVEL TkACE 'O L�f T1E_SILT GRAY BROWN,DRl' ; 4=5 4'fi°/24P 5 51r8. : SS. DRY, S M DENSE. SUBSOIL,F/M SAND tiTTLE.SILT TRACE GRA s '5 5 s ORANGE_BROWN VEL, SAND, SAND;:Lfl TLE SiLT,: _. CE GRAVEL,ORANGE'BR OVIIN i 91 14'124, 12 17 2231:3 SS : DRY , 14724 24 . 4. ..14`=16' '1&2123� SS DRY,,,:,. SIMILAR,TO.ABOVE - 75 V DENSE , -- WETi,:` WLAR T.O:ABOVE,WET 20 DENSE _ j� _ v - - t - 6 24 Z6 = t4%24 17 23 24 Y4 SS V1iET„; SIMILAR -0 ABOVE DENSE.: . _ . BOTTOM OF BORING`AT 26.D.FEET 30 _ 7777 77777 z , r- : :.. $ SPllrSPOON':.. .140.m.WLfiilfnW.90=:dn20A-Smfoer r -( 7F9MWAIL TUBE fxd�s:Darmky .:,'Collemve:Y.`mrs7shncjr. - DRY AT' 14:0'- - AFrE3j .0.3• HR u-Lq;bMTLRB®?IS'fON .,.,0-4 Verylcgse .. D2VerySoft;, FROPOftTIONS:US® .AT' �5.� : .AFf6i .g ' O OP@1 END R00: Skkr W-WASH SRMPL:E 10-29 ged.'Deim_ SB McE.'SfiR Gtlte t0r NOTE Levels megverywdlr maeoml 1�an 9d: •- A AU062':$AMPCE B71S!Mff::.: .. mme.20:95% -tlre degree ofw3. idfaUenwhen the'boifnp was.fsker� .i _ "•'.5D-Ve�r;Deits 16 :VaryS69 --:S1�Heid7Z, - :. £ u o II 6.1 x 46.4 47.4 x i ---- ---- ----- --- -- -a 4 1 1 LB �k I 2 47.OI -----------aa.B aza ,e II46.6 x ^+a{1 Yt_ o _Q ---- _ x I� 4 {6 -- x LB 46.3 \ 046.8 646.3 'XxS46.5 46-30. 1 1 ' 46. // ,�46.3 :ae - - "45.6 I 1?^j L_- , - 41 ��- �5. _fir a =x - L--WELL 6 1 46 4 -WELL- -------- B '45.95 45.5 �,��=- �� ONIT I 45.6 + ---- , - _J �-x 45.E �4�18 , x 45.4 - 45.6 x o .5.5 OLA45:8 a 46.1 �'" x 5.56 45.41 45.1a X.t4 .t , g; A 4�:g5 45.8 . B-3 46.4 - 45.9 - T'<��BOLLAI 1 LBO 45.67 �� 36 45.32 x 1 o'Cp� 45.7 - x i c 4s�q ;•; o+l��"6"y 45 54 - 46.4 46 -1 45.7, c 1 BS P. }95�`, o' ��` it - ;�# r�5454gg46 45.7e- 0 /� c �c BOLLAR�� � aa5.`�5.6 5.54 X 45.4 l ABAND N�D _; *s-% 45.54 45.6 x � ° 45. 45.4 i; T R 5907 �45.6 -" 4 C �c x45.7 J45.58 56 G T&S��i �\_ �P 6.85 45:76 45.64 45.6 c �'c 1988 A/C Vg, 5 445g 8 c LP.. 45.34 44. �W' 1214 v� tt 7/7 c _:�c 3�4,• �C�5.8 - Y M $ 2g 4 .7�rrpp��II X. 5.7 4c £ rn c 45. TEL h5 6N� I 53.1 I o g,4'.3 k n � 1 No 1. co gUIILDING #322 G s £ +A + 45.5 x 45.E CONCRETE'BUILDIN °. s .. m \1 STO Y S F _ -. - -s �s .. - 5 -- _I cod . 1 4s.i rn 15 024 x 45.55OOD RET. WALL 45. -------- - . N N .45.7 F.� BALISE FORD)` _ s- s . of> rr$1 0 0 (F RMER I- , VITAE _ UP 1217 f 7.4 T2�S S4b.5 4 .68 47.5 . =- -45.84 45.6 � - 48.2DJ.64 46f s e 45.4 47.0' 47..6o 8.3 4$ 445.S 0 5.65 45. ` 5.0 HYDR45:6 45.5 w N 4, sl� ` "s - £ 43'. 1_ J :� s s s • 09 3'00" E 524 r" 46j = �}- 1 \ s6s COBBLE EDGED I OFF 45.6 BANS• w _ �'.4 �a 45 G MONITORING.1�VE4L5 26�a 75' 5 8„_T_'_ PORAT r = �1 UP 333-10£ �F4co s 45.0 _ -- S`rREET -- - °" -- Ns.ova -a 10 �'- 45.0-- - _ - °" ,. 1 LIGHT POLE LINE �4J'`3 �'X �. £ 0 1 = w .p __ S�aM LIN_ - �w�OVA U/�, 740/2, 1' 4" x I �' 50.9 'o.U 4.11 1 �\ oy4Sc"o __ "�2T" o"w�o"w- LIGHT POLE I >',4-2 O GATE £. 1�,� - o r�igp _ 4 x 4-5 _ E 45.5 Q l 1 v `� oo SFAM,LIN 1 ---------X 4fl \ 1 1v0 44.1 oyr,Q Q - Q f m N U/P 740/ . `fi QQ1 P. NI1 o 1 O �o I 7 r 00 LIGHT POLE 44.7 .t t BALISE MOTOR SALES.' 1102 Riverdale St West:Springfield,.MA 01089 735=1002 Fax781-4270 www.baliseauto.com, - R February 28,2012 Mr. Matthew Eddy, P.E. i Managing Partner ' Baxter Nye Engineering& Surveying ' 78 North Street, 3`a Floor Hyan ?s, MA 02601 r - Dear.Mr. Eddy: ; This letter confirms Baxter Nye.Engineering& Surveying is authorized`to act as our agent for Civil.Engineering.site.Design.components, filing and coordination with the Town,of Barnstable regarding the application f Sincerely. ,'< - ;�� �� :J � .• , J es'E:Balise, J_r. { P side Bah otor Sales - DOROTHY E. CTRIEN ` J*4�� NOTARY PUBLIC COMMONWEALTH OF MASSACHUSETTS r� MY COMMISSION EXPIRES DEdMBER 13, 2013 e j CHEVROLET ...FORD • HO.NDA .:HYUNDAI • LEXUS . MAZDA • NIISSAN.•. SUBARU 0 SCION . TOYO:TA... VOLKSWAGEN` TRANSMITTAL BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street,3`d Floor,Hyannis,MA 02601 Tel:(508)7714502 Fax:(508)771-7622 Date: e ru 28,2012 TO: Thomas McKean Total No. es: Barnstable Health Division BN Job No.: 2011-038 200 Main Street Subject: Balise Nissan ` Hyannis 322 Falmouth Road, 516 Bearse's Way P ne: Hyannis cc: We are sending yo Under Separate Cover Via Fax•(No. of pages including Transmittal Sheet) ❑ First Class Mail/Registered#: ;❑ Overnight ❑ Pick up ®,Hand Delivery.: f The following documents: ® Prints/Plans ❑ Specifications ❑Estimates/Proposal ❑ Change Order❑ Shop Drawings n Reports/Calculations E Other DATE COPIES NO. PAGES DESCRIPTION 2/28/12 4 1 Meeting Request Form 2/28/12 4 1 Authorization Letter 2/27/12 -4 10 Tank Specs 11/7/11 4' 2 Plan Sheets C2:0,C5.0 2/10/12 ; These items are transmitted as checked below: ® For Your Use ❑As Requested ❑Returned For Corrections ❑ For Review And Comment ❑For Approval ❑For Distribution Remarks: Tom, Please add this to the agenda for the next BOH meeting} . 9 Don't hesitate to call with any questions or comments as necessary. Thank you. Matthew W. Eddy, P.E. Managing Partner MWE/kb 4 0c\2011\2011-038WDMIN\TRANSMITTALS\2011-038 T16 TM Meeting Request,Authorization Letter,Plan Sheets 2-28-12.doc Note: This transmittal contains privileged information.Please contact the sender,immediately if this transmittal is illegible, incomplete or not intended for your use.Thank you. L\document templates/transmittal template M(--age Page 1 of 2 Crocker, Sharon r _ From: Matthew Eddy[meddy@baxter-nye.com] Sent: Tuesday, February 28, 2012 11:24 AM To: Crocker, Sharon ' Subject: Balise Nissan 322 Falmouth Road Hyannis- Underground Storage Tank Hi Sharon, As discussed, below is an email chain with Tom McKean and others regarding the approval for an Underground Storage Tank (UST) at Balise Nissan. The email details out the request for an UST per Barnstable Code Ch. 326-3.C. UST's are allowed but must receive permission from the Board of Health. We meet the requirements that the tank proposed is for a commercial tank and is outside a zone of contribution. Please let me know if you need anything else from me. Thank you for your help! Matt From: McKean, Thomas [mailto:Thomas.McKean@town.barnstable.ma.us] Sent: Friday, February 24, 2012 5:11 PM To: Matthew Eddy Subject: Re: Balise Nissan 322 Falmouth Road Hyannis You can use the variance request four and cross out the word "variance". Instead you are actually requesting "permission"from the Board of Health. The specs most include the type of tank wall construction(double wall fiberglass?) and type of monitoring system proposed(interstitia1). From: Swiniarski, Ellen [mailto:Ellen.Swiniarski@town.barnstable.ma.us] Sent:,Friday, February 24, 2012 4:01 PM To: Matthew Eddy Cc: McKean, Thomas l Subject: RE: Balise Nissan 322 Falmouth Road Hyannis Hi Matt, It seems that everyone one is on the same page now regarding site plan review and the - underground tank. As you have stated below you have to get approval from BOH first. To make it onto the March 13, 2012 BOH agenda, you will need to file 4 copies of detailed plans of the tank by Feb. 28, 2012. After you receive approval from BOH, then the FD for permit to install. Thanks, Ellen Ellen M:Swiniarski Town of Barnstable Site Plan/Regulatory Review Coordinator Building Division Tel: 508-862-4679 Fax:508-790-6230 -----Original Message----- From: Matthew Eddy [mailto:meddv@baiter-nye.com] Sent: Friday, February 24, 2012 10:28 AM' To: Dean Melanson; bolducros@aol.com; J. Demas Cc: McKean, Thomas; Perry, Tom; Swiniarski, Ellen 2/28/2012 Message Page 2 of 2 Subject: RE: Balise Nissan 322 Falmouth Road Hyannis Hi Dean and Tom, As I discussed with Dean this morning the new underground tank was shown on the Site Plan that was reviewed and approved by SPR. I've attached a copy of this plan as reviewed, approved and referenced in the SPR Approval letter dated 9/27/2011. It is our understanding under Barnstable Code.Ch. 326, 326-3.C. underground tanks are allowed but must receive permission from the Board of Health. We meet the requirements that the tank proposed is for a commercial tank and is outside a zone of contribution. This tank is to replace an existing above ground tank as noted on the approved plan. FBased on the SPR approval we thought the,UGT was approved and would receive the necessary permits at the time of construction. I honestly didn't think it was an issue since there was already a tank there, we met the Code requirements for siting, and there was no comments made. Based on this the applicant/owner has moved forward with the UGT. From our conversation I understand there is concern about it going underground. I will contact Tom McKean to review further and then we can all circle back as needed. Thank you for your help. Matt Matthew Eddy, P.E. Managing Partner BAXTER NYE ENGINEERING. & SURV'EYING•78 North Street-3rd Floor •Hyannis, MA 02601 Ph:508-771-7502 x17 Fax:508-771-7622 w email:meddy@baiter-nye.com •www.baxter-nye.com l 2/28/2012 BMS I N C tel 413-354-2238 326 middlefield rd bolducmechanlcal.com fax 413-354-6350 chester ma 01011 bolducrosQaol:com Project Proposal/ UST..Install Prepared for: Matt Eddy Prepared by: Dennis Bolduc ' Date: February 27, 2012 BMS Inc has prepared the following list of proposed:underground tank major components: 1. (1) 4000 gallon Highland Manufacturing"STP 3 double wall steel storage tank.Tank to be three com- partment with the following breakdown. 2000/1500/500 gallon each. Products to be stored in tanks are ,2000 waste oil, 1500 new motor-oii, and 500 new motor-oil. 2. System to utilize single wall Ameron Dualoy 3000L reinforced fiberglass piping system. Pipe system to be suction lines on two motor oils. Pumps and check valves to be'mounted in building.Waste oil piping to be a fill line with.a pump to be mounted in building:Overfill protection to shut off waste oil pump at 95%. 3:.-:(1).Veeder Root TLS 300l tank management system to monitor all:(3) tank compartments and the dou- ble;wall'(interstitial)..space of tank'Monitor to provide daily.inventory reports and annual tank leak testing reports. 4.. Spill containment manholes and tank overfill protection. 5. Waste oil whicNs collected in tank will`bepumped out by Safety Clean Corp which will transport oil off site for legal disposal or recycling.' ,. Thank you, � Dennis Bolduc Owner BMS INC www.bolducmechanical.com STI=PTh dically at o . I Tanks Prote- cted tee .TANK HIONORI TOR- ' 'j MFG.GO- Features s •Superior Highland Steel Construction •Environmentally Friendly •10-Year Limited Warranty •Cathodically Protected } •Available in:- Single-wall Double-wall , - Single or Multiple Compartment New York City design Wide Variety of Accessories R r STI-P3®. r The STI-P30 is the oldest,most successful under carry a 107year warranty against structural failure and The STI-P36 is available with a long-life buried refer- . ground tank technology ever developed. external corrosion.When used to store petroleum ence cell and continuous monitoring system. These tanks combine Ahe strength of steel with a fac- products,the warranty covers internal corrosion as Highland underground tanks are constructed to tory-installed corrosion.protection system that has a well.STI-P3otanks also bear the UL-58 label and meet the UL-58 Roark calculation requirements time-proven.track,record without parallel.STI-P3m are acceptable under-the Federal Regulations for for minimum steel thickness and are based on a tanks set the standard by which all others are cathodically protected tanks for underground use. 60"burial depth.Construction for other burial measured.The protection system consists of three d Standard tanks have a 1200 F maximum temperature depths are available by contacting Highland's Engi- basic parts-a coating with high dielectrical qualities 9 use rating.High-temperature storage.tank designs neenng Department. (100%solids polyurethane),electrically isolated fit- are available.STI-P30tanks are not warranted when tings,and sacrificial anodes.Highland STI-P3°tanks storing#6 heated oil. '. ,. Single-.wall Double-wall r �` Threaded Fittings Single-wall tanks are constructed from mild carbon Double-wall tanks are fabricated using the same All standard Highland STI-PP tanks are fabricated steel.Standard features include lap joints,continuous construction techniques as single wall tanks.The with predetermined quantities,sizes and locations exterior fillet welds on all joints and flat-flanged primary steel vessel,is completely wrapped with a of NPT fittings.For additional product information, heads.All tanks are air tested at 5 psi and seams secondary steel wall.The area between vessel walls please visit our website at www.highlandtank.com. are inspected. (the interstice)can be monitored for leak detection. Contact one of our factories for exact sizes and locations on a specific tank capacity.Flanged fittings, manways,linings,ladders and a wide array of other s "R options are also available to tailor a tank to your specific needs. Capacity Dimensions* Guideline Specification Installation Guideline (Gallons) Diameter _ Length The following items are the most critical elements •Excavation-12"min,space required on sides and that should be included in the Mechanical(HVAC)' ends measured from outside dimensions of tank. 300-10 aa. 3'7 5.0°300- 7 aa. 37 5'0° Specifications for Underground Storage Tanks. •Bedding-Min.of 12'of approved bedding, ' 500-10 aa. 4'0° 5'0° suitably graded and leveled-min.6'between ° soo- 7 oa. 4'0° 5'0° Furnish a gallon(single-wall/double-wall) bottom of tank and pad if installing on a t 000-10 rra. 4'0• 1019° underground steel storage tank, _diameter concrete pad 1,000- 7 ga. 4'0° 1018° x =�—long with the STI-P3e corrosion control •Job-site Air Test-All tanks are air tested at 3-5 psi 1,Oo0- 7 ya. 5'4° 6'0° system.Tank shall be in conformance with Under- at the factory but may need to be retested at the_ 1 (soo 52.00 -4° 910 writers Laboratories Subject UL-58 and STI-030 Job-site as required by local code or authors 2,500 5-4• 15'0• specifications. +Coating Inspection-Before installation,visually 3,000 sa° 18'o° ' inspect the tank surface,removing any foreign —� 4,000 5'4° 24'o^ The corrosion control system shall be in strict matter.Clean any damaged areas and repair 4,000 6'0• 1910• accordance with STI-P30 specifications as applied by coating with supplied touch-up kit. a,00 'r 1018' 0 TO a licensee of the STEEL TANK INSTITUTE and shall Activate Anodes-After tank has been placed, 5,000 e10° 13'a° _. have the STI-P30 limited warranty against.failure thoroughly saturate anodes with water. 6,000 67 28'8' due to exterior corrosion and internal corrosion " •Anchoring-Securely attach any optional 6,000 810° 16'0° when used with petroleum products or alcohols. anchoring system,ensuring dielectric isolation 8,000 8'0° 21'4 'Tank shall bear UL and STI-PP labels, of the tank. 8,000 10101 14'o° - becomes null and void if STI P3®tank is' Backfillin Careful) backfill excavation with 10,000• 8'0° 26'8• (Warranty g y 10,000 1010, 17'0• operated above the Maximum Operating Temperature approved material to STI specifications leaving the 12,000 8V 32'0• of 120'F arid/or if used for storing#6 heated oil.) very top of the tank exposed. 12,000 1010, 20's• Final Inspection/Monitoring Station Connection 15,000 810• 40-0• Options: Visually inspect pipe connections and install 15,000 1010, 25'6' zo;000 mro° 34'0° a) Manway `- diameter with bolted and STI-P3®Tank Monitoring System connection. 20,000 1016, 31'0°- gasketed'lid. •Final Backfilling-Carefully finish backfilling 25,000 1016•. 387+ b) Internal,ladder with 2'X 114°flat bar sides and. excavation with approved material to STI 30,000 1016' 46's° 3/4'diameter rungs 12°on center. specifications(min.12'depth above tank)See 40,000 fro• or's°s° c) hold down straps(Polyester, NFPA 30 and state or local codes for any 50,000 12'0• ss • additional requirements. Note:All dimensions are nominal Inside dimensions and subject to tolerances allowed by UL.*When calculating outside dimensions, Standard Steel with liners,Safety,Dead-man. please add 16•to the length of single and double-wall tanks for d) 1504 flanges with dielectric isolation and spools. Go to www.highlandtank.com to obtain a complete anodes.Other double-wall tank configurations are available,please Flanges size as follows: ' copy of the STI-PP Installation Instructions. contact factory for details. e) Leak Detection System(double-wall tanks) f) Liquid LevelSensing System g):Extended Warranties Please visit us at www hlghlandtank.com' ��GHL gtio One Highland Road 4535 Elizabethtown Road 95819th Street 2700 Patterson Street 2225 Chestnut Street 1510 Stoystown Road TANK Stoystown,PA 1563' Manheim,PA 17545 `Watervliet,NY 12189 Greensboro,NC 27407 Lebanon,PA 17042 Friedens,PA 15541 814-893-5701 717-664-0600 518-273-0801 336-218-0801 717-664-0602 814-443-6800 G.G� FAX 893-6126 FAX 664-0617> FAX 273-1365 FAX 21871292 FAX 664-0631 FAX 444-8662, ®Highland Tank—HT—1101—1/08 ,, r , NOTE:ALL RIGHTS RESERVED.THIS DRAWING MUST NOT BE REPRODUCED IN SHIP LOOSE: (INSTALLATION BY OTHERS) ANY FORM WITHOUT THE WRITTEN - PERMISSION OF HIOHLANO TANK®: - HIGHLAND TANK®SHALL BE RESPONSIBLE (2) 64" POLYESTER HOLD DOWN STRAPS PER QUOTE - - -. ONLY FOR ITEMS INDICATED ON THIS FABRICATION DRAWING UNLESS THIS ✓ NOTED,CUSTOMER 15 RESPONSIBLE FOR VERIFYING CORRECTNESS OF SIZE AND LOCATION OF FITTINGS,ACCESSORIES,AND COATINGS SHOWN ON THIS DRAWING. _ �.r 24'-0= B 18° 72" 18" 1818"—{I 18" 18" 4 36" 18" 18" 1-11"{I 7" --- ---------- --- ---- 1 --- ---- -------- -- — ---- — — — ----- A A A A T A A A A I A A E E I gsrmp \ - SINGLE WALL i SI�GLE WALL064 ` _ BULKHEAD ; BU KHEADINNERll� O MI `, C i i STRIKER El PLATES i i i D L D�. 18„ 7' - 72' y ' 78"' I -� 7" Pe MAX.f - Al T MIN. MAX. HOLD HOLD s e- DOWN,DOWN • � .: STRAP , STRAP DESIGN DATA CAPACITY — 4,000 GALLONS SPLIT-2000 15.00 500 TYPE — DOUBLE WALL TYPE I sti—P30, UNDERGROUND r NO. REQ. _ 1 MOVED FITTINGPER CUSTOMER OPERATING PRESSURE -ATMOSPHERIC AS 01/16/12 001 REQUEST. TANK MATERIAL - MILD CARBON STEEL THICKNESS INNER - HEADS - 7 GA; SHELL - 7 GA THICKNESS OUTER - HEADS - 10 GA; SHELL -10 GA A 5" LEGEND "GA THK. BASED ON 60" MAX. BURIAL DEPTH FITTING WITH 5" X 4" DIELECTRIC BUSHING ) ki and Tank r,-.,....--�•-•�-- INNER TANK LAP WELD OUTSIDE ONLY — CONSTRUCTION - OUTER TANK LAP WELD OUTSIDE ONLY B 3" FITTING WITH 3" x 2" DIELECTRIC BUSHING . 4,000 GAL .64"0 DOUBLE WALL sti—P3® ANK TEST -INNER - 5 PSIG AND EXTERNAL INTERSTITIAL MONITOR PIPE OUTER - 2 PSIG AND FULL VACUUM C 9 LBS MAGNESIUM ANODE PER sti-P3 SPEC CUSTOMER. WILDCO PETROLEUM EQUIPMENT INT. FINISH - NONE - D 10 LBS ZINC ANODE PER sti-P3 SPEC NOTES: PROJECT, HYANNIS MA EXT. FINISH-SP6 BLAST, 15 MILS GREEN POLYURETHANE POLYURETHANE eU-P38 TANK 15 NOT APPROVED PER P3 SPECIFICATION. E 3" FITTING WITH 3 X 2" DIELECTRIC BUSHING FOR THE STORAGE OF HEATED PRODUCTS CHK'D Bri SHOP TO INSTALL 1/4'XI2-AI2'STRIKER ., QUOTE NO, 289907 LABEL - UL-58, UL-1746 PART I, sti-P30 STICKER _ , PLATES.ROLLED AND SEAL WELD TO THE TANK ell-P3®IS A REGISTERED TRADEMARK OF THE STEEL TANK INSTITUTE F - - 3�8--4-0-01�13/12 001' - - NU., 4 4 '1 1 i FIBERGLASS-COMPOSITE PIPE GROUP -Dualoy 3000%1. Fiberglass Pipe anal Fittings nonmetallic underground piping for MotorVehicle (MV), High Blend (HB) Co ncentrated d CT and Aviation and { Marine (A&M),fuels 4- Uses and applications Service station product,vent and vapor recovery piping Bulk plant terminals and fueling terminals Central fuel oil systems Marinas and marine terminals(onshore only) All piping systems requiring UL or ULC Listing for MV,HB,CT and A&M Fuels. Performance. Operating pressures to 300 psig(20.bar) Continuous operating temperatures to 150°F(66°C) Individual system components may not have the same ratings as the pipe. Refer to the detailed product information for the specific components to determine the A - pressure rating for the system as a whole. Listings Dualoy 3000/L is Listed with Underwriters Laboratories Standard 971-2004 for nonmetallic underground,piping for motor vehicle(MV), high blend (HB), concentrated(CT)and aviation and marine(A&M)fuels(File MH9162). Dualoy ' WUL)Underwriters �C 3000/L pipe and fittings are also Listed with Underwriters Laboratories of Canada Laboratories Inc.® (File CMH,715). In Great Britain the Dualoy 3000/L system has been tested and s accepted by the:London Fire and Civil Defence Authority. Dualoy 3000/1-has been issued a Certificate of Compliance to the Institute of Petroleum(IP)Specification by ERA Technology, Ltd. Composition Pipe—Filament-wound fiberglass reinforced epoxy pipe with integral epoxy liner and exterior coating.When classified in accordance with ASTM D2310 and ASTM D2996,the pipe meets the following cell limits: RTRP 11 CX-5430. Fittings-Compression-molded and filament-wound fiberglass minforced epoxy Adhesive—Ameron PSX-20 ambient-cure,two-part epoxy for all services(including alcohols) Joining system Bell and spigot taper/taper adhesive-bonded joint Pipe lengths Standard 6.1,m (20-ft)random lengths 5.2 to 6.4 m (17 to 21 ft) Other lengths available on request FP265K(11/07) Fittings Adapters: bell x NPT male' - Flange stub ends' Adapters: bell x NPT female2 Isolation bushings' Adapters: spigot x NPT female2 Nipples2 Adapters:spigot x NPT male2 Reducer bushings' 45' Elbows' , . Repair couplings' 90° Elbows' Sleeve couplings2 End caps' Tees' Flange rings' - Dispenser pan penetration fittings" 1) .Indicates molded fitting. c 2) Indicates filament-wound fitting. 3) Other fittings available without UL listing.. . Typical pipe dimensions Nominal Pipe Pipe Wall Thickness Unit Pipe. and Weights Pipe Size OD' ID' Total Structural Volume Weight (in) (rr rn) (in) (mm) (in) (mm) (in). (mm) (in) (mm) (gal/ft) (1/m) (lb/ft) (kg/m) 2 50 2.37 60 2.21 56 0.080 2.0 0.060 1.5 0.20 2.5 0.47 3.5 3 80, 3.50 .89 3.32 84 , 0.085 2.2 0.065 1.6 0.45 5.6 0.72 .5.2 4 100 4.50 115 4.33 110 0.087 2.2 0.070 1.8 0.77 9.6 1.00 7.2 fi 1501 6.63 168 6.39 162 0.120 3.1 0.100 2.5 1,67 20.7 2.10 15.2 1) Typical outside diameters of 2 through 6-inch pipe are within API,ASTM and ANSI fiberglass and steel pipe dimensions. Typical pipe performance Nominal Pressure Ultimate Internal, Ultimate Pipe Size, Rating' 'Pressure' Collapse Pressure2 (in) (mm) (psig) (MPa) (psig) (MPa) (psig) (MPa) 2 50 300. 2.07 3200 22.1 153 1.05 3 80, 200- 1.38 2400 16.5 90 0.62 4 100,; 175 1.21 2000 13.8 39 0.27 6 150 175, 1.21 2000 13.8 38 0.26 ' 1).At 150°F(66-C). 2) At 80-F(27°C).For continuous service do not exceed 75%of these values. ,. Fittings pressure For dimensions of fittings;consult Ameron publication DUALoY 3000/L FITTINGS performance DIMENSIONS,.FP266. Pressure ratings of fittings without UL listing are available on A request. , Nominal , Pipe Size All fittings' (in) (mm)' (psig) (MPa) 2',' 50. W 250 1.72 3 „80 150 . 1:03 4 . 100 125 0.86 6 150' 100 0.69 1),Some fittings have higher pressure ratings than shown. r Typical physical Dualoy.3000/L piping systems are designed to function at temperatures ranging properties from-40 to`150°F(40 to 66°C)at service pressures between-1 and 20 bar. Dualoy 3000/L pipe conforms to ASTM D2310, D2517 and D2996. Method Pipe Property', Units Value ASTM ATM' Thermal conductivity Btu•in/(h•ft2•°F) 1.7 C177 23. W/m•°C 7.6 Linear thermal expansion 10-6 in/in/°F 8.5 D696 21 10-6 cm/cm/°C 15.3 Friction factor Hazen-Williams 150 — 156 Absolute roughness 10-6 ft 50 — — •10_6 m 15 Specific.gravity — 1.81 D792 Barcol Hardness Impressor 934-1 65 D2583 - 1) Ameron test method. Typical mechanical Method properties Pipe Property' Units Value' ASTM ATM2 . Tensile strength Longitudinal 103 psi 35.0 D2105 161 ` MPa 241 Circumferential " ,103 psi 70.0 D1599 151 r MPa 483 -Tensile modulus . Longitudinal' 106.psi 3.0 D2105. 16.1 GPa 20.7 Circumferential 106 psi 4.2 GPa 29.0 Compressive strength. " Longitudinal 103 psi, 35.0 — •142 MPa 241 %Compressive modulus Longitudinal 106 psi 3.0 — 142 GPa 20.7 Long-term hydrostatic design basis Static 103 psi 31.5 D2992(B) — MPa 217 Cyclic 103 psi 8:0 D2992(A) — MPa 55- Poisson's ratiO3 n _ 0.16YX - - nw 0.26 — — 1) Based on structural wall thickness. 2) Ameron test method: .3) The first subscript denotes the direction of contraction and the second that of the applied stress. x denotes longitudinal direction. y denotes circumferential direction. . Nominal Pipe Size Stiffness Factor (in) (mm) (lb•in3/in2) (N•m) 2 50 45 5.1 3 80 75 . a. 8.5 4 .100 60 6.8 6 150 275 31.1 1) At 5%deflection. 3 r Bending radius Minimum Maximum Minimum Nominal Bending Deflection Length Required { Pipe Size Radius' per 20-ft Joint for 10°Change (in) (mm) (ft) (m) (deg) (ft) (m) 2 50 75 23 15 13 4 3 80 :` ' 100. 30 10 20 6 4 100 150 f'` 46 7.5 27 8 6 , 150 ` - 200 61 5 40 12 1) At rated pressure.Sharper bends may create excessive stress concentrations.Do not bend pipe until adhesive has cured. : " Conversions 1 psi=6895 Pa=0.07031 kg/cmz + 1 bar= 1 05 Pa 14.5 psi=1.02 kg/cmz + 1 MPa= 106 Pa= 145 psi'=,10.2 kg/cmz 1 GPa= 109 Pa 145,000 psi= 10,200 kg/cmz 1,in=.25.4 mma • 1 ft=0.3048 m . 1 lb-in 0.113 N•m Important-notice. This literature and the information and recommendations it contains are based on data ' reasonably believed to be reliable.However,such factors as variations in environment, r application or installation,changes in operating procedures,or.extrapolation of data may cause different results.Ameron makes no representation orwarranty,express or ; implied,including warranties:of merchantability or fitness for purpose,as to the accuracy,; adequacy or completeness ofthe recommendations or information contained herein: Ameron assumes no liability whatsoever in connection with this literature orthe . information or recommendations it contains. f q �. A MERO*T`. FMERGLA.SS-COMPOSITE PIPE GROUP- HEADQUARTERS 1"11T1JG lilt INTERNATIONAL 9720 Cypresswood Drive,Suite 325*-H6uston,,TX 77070-Tel:832-912y8282•Fax:832-912-9393•www.ameron-fpg.com Asia Europe USA Centron International Ameron(Pte)Ltd a Ameron B.V." ,. P.O.Box 878 P.O.Box 490 4 No.7A,Tuas Avenue 3 J.F.Kennedylaan 7 Burkliumett,TX 76354 600 FM 1195 South ► "" Singapore 639407 4191 MZ Geldermalsen Tel:• (940)569-1471 Mineral Wells,Texas 76068 Tel: 65 6861 6118 The Netherlands Fax:•(940)569-2764 Tel: (940)325-1341 AAX1% Fax: 65 6862 1302/861 7834 Tel: +31 345 587 587 email:marcom@a4ncronfpd.com Fax: (940)325-968I t . email:infoQameron.com.sg. 'Fax:, +31 345 587 561 email::info(u ameron-fpg.nl 01985 Ameron•F0265K(11107)supersedes FP265J(5195)•Printed in U.S.A. TLS-300i 3-4'Tank Configurable.Console Page 1 of 2 VM D —ROM Contact Us I Site Map�I SEAM-H#} Home Extranet Products Locate Distributor Locate Service FMSOnline Support Worldwide Company News&Events ATG/TLS Monitoring Products RequestATG/TLS Information TLS-3001 3-4 Tank Configurable Console ATGITLS Monitoring Consoles &Accessories UST Monitoring Systems' . TLS-450 Product Overview TLS-350R TLS-350 Plus Designed.to provide the highest quality and,most cost-effective tank monitoring system for cost- TLS-350J conscious retail petroleum marketers,�the TLS=300i 3-4 Tank configurable console is an ideal value for = many independent and/or smaller retail petroleum marketers. TLS-2 TLS-300C 1-2 Tank Veeder-Root's TLS-.300i.Tank Monitoring,System can be configured to provide in-tank leak detection Configurable Console or continuous statistical'leak detection(CSLD)for underground storage tank(UST) applications with TLS-300i 3-4 Tank up to four Series 8463 Mao PlusLeak Detection Probes, or Series 8463 Mao Plus Inventory Probes to Configurable Console support Aboveground Storage Tank(AST) applications. TLS-MAG-XL AST Gauging Additional configurable,options are designed to provide printed documentation and remote monitoring Red Jacket ProMax w flexibility.The optional Integral Printer provides fast, quiet continuos printouts.The optional Sitefax Red Jacket ProPlus feature can be programmed to transmit leak detection and inventory reports, as well as real-time alarm reporting to,fax machines or other communications devices. Inform Chart Loader Software Standard features include back-up generator capabilities, as well as capacity to accept up to eight Veeder-Root Series 7943 float-switch sensors.This high quality, low cost family of sensors includes Direct Access'"'Software interstitial leak sensors for steel and fiberglass tanks, piping sump sensors, hydrostatic sensors, and - Secondary Containment discriminating dispenser pan and containment sump sensors. Vacuum Sensing System Wireless Tank Gauging Specifications- Standard Features' Tank Measurement '0 System monitors up to four tanks. Sump Monitoring • RS-232 Communication Interface with Auxiliary Port provides two 25-pin D-connectors for Dispenser Pan Monitoring a data transmission to computers or point-of-sale terminals. . - . Automatic continuous leak sensing:tank interstitial space, piping sump' Double Wall Tank Monitoring • Audible alarm and display indicate leak location Monitoring Wells • In-tank warnings and alarms are activated for the following conditions: leak, overfill, low product,sudden loss, high water,,delivery needed,test failure,tank test not performed_. Monitoring&Installation • Accepts up to-eight interstitial/containment float switch sensors Accessories, •, Interstitial and piping sump warnings and alarms are activated for the following conditions:. Product Line Monitoring fuel presence, low liquid, high liquid • Alarm relays can trigger alarm/security devices Enhanced Vapor Recovery • Two built-in inputs provide for solid-state or switch Input from external devices Solutions • Two built-in output relays provide for outputs to overfill alarms and external audible and visual Red Jacket Products rr warning devices ••Either relay can shut down the submersible if power to the monitor is lost or a leak is detected Fuel Management Services • Emergency generator applications are selectable via programming VRM Registration Products -• One system handles a mix of standard and emergency generator tanks • Records generator activity Product Brochures • .Complete inventory reports before and after generator operation Configurable Options • Continuous Statistical Leak Detection for in-tank leak detection without tank shutdown. • Integral printer,which documents inventory leak detection, alarms and setup information. • SlteFax modem for remote management of leak detection and inventory alarms and reports. , • One or two.Veeder-Root Magnetostrictive Probes for 0.1 GPH in-tank leak detection with 4" float kit and 5"cable ? :• One or`two.Veeder-Root Inventory Only Probes for Inventory Control with 4"float kit and 5 cable. Standard Models Console Form No IlDescription http://www.veeder.com/page/TLS-300i-3-.4aank 2/27/2012 7LS-300i 3-4 Tank Configurable Console Page 2 of 2 r 848590-421 TLS-300i.3-4 Tank Configurable Console with Integral Printer 848590-411 TLS7300i 3-4 Tank Configurable Console without Integral Printer 848591-002 TLS-300i 3-4 Tank Configurable Console- PC Version Software Enhancement Modules Note: Must be specified on order 330161-001' Static In-Tank Testing 330161-003 CSLD Optional Site Fax Modem Note: Must be specified on order 331398-001 c Site Fax Modem Kit for TLS-300 Series Consoles The following probes and sensors are compatible with the TLS-300C Monitoring System: Form No. Description 846390-XXX Mag Plus Inventory'Measurement Probe 794390-40X Interstitial Sensor forFibergiassTanks 794390-420 Interstitial Sensor for Steel Tanks 794390-20X Piping Sump Sensor- ' .r 794380-301 Single-Float Hydrostatic Sensor 794380-302 Dual-Float Hydrostatic Sensor 794380-322 Discriminating Dispenser Pan Sensor 794380-352 Discriminating Containment Sump Sensor Please refer to Veeder-Root Price List for required probe and sensor lengths and corresponding 3-digit form number suffix, r - Related Links and Documents TLS-300/TLS-350/TLS-350R Quick Help (U.S.) (576013-939 Rev F) (PDF) m -TLS-3XX Consoles,Gllbarco EMC Series Consoles,.ProPlus/ProMax Series Consoles Site Prep and. 4 Installation Manual (576013-879,Rev U) (PDF) p TLS-3XX Series Consoles System Setup Manual (-576013-623 Rev AD) (PDF) p TLS-3XX Series Consoles TroubleshootingGuide(576013-618 Rev V) (PDF) Results of U.S. EPA Standard Evaluations Certification Reports-ATG Systems(576013-895 Rev G) (PDF) r. . Products::TLS Series 200, 200i, 300,400,8463, 8473, 8493, 8472 Contact Us Danaher Corp Gilbarco i Gasboy i Privacy i Legal i Site Map Copyright O 2009 The Veeder-Root Company:All rights reserved. Unauthorized duplication prohibited. http://www.veeder.com/page/T-LS-300l-3r-4Tank 2/27/2012 I r .. / th P� O .. pN R=3 5Q1 ,AUTHORIZED VEHICLES ONLI iAd.. O�CONCRETE WHE' SEE DETAIL ee -`GV .REMOVE EXISTING: Ttl3C TURES, ._. MUND.IITION, C014 RI` PADS, U'l;ltl,'fl AND ALL:`AWURTENA riv ELEMEtAt S 3' CURB , OPENING 4 n Qy 4.. I �.. �SS 3' CURB OPENING Town of Barnstable oFtY Regulatory Services ?' Q Thomas F.Geiler,Director Public Health Division * BARNSTABLE * Thomas McKean,Director F. MASS 200 Main Street, Hyannis,MA 02601 ArFD;Mp►�l� Phone: 508-862-4644 Email: health(a)town.barnstable.ma.us Fax: 508-790-6304 Office Hours: M-F 8:00—4:30 December 13,2005 Hyannis Auto Body Richard Covington 332 Falmouth Road Hyannis,MA 02601 RE: Hazardous Materials Permit Required Dear Mr. Covington: On November 21, 2005,you spoke to Mr. Tom McKean about the letter dated November 10, 2005 stating the Hazardous Materials Permit is Required and Overdue. There was confusion in this matter. The Hazardous Materials Permit has been obtained by Ford of Hyannis located at, according to the Assessors Map, 322 Falmouth Road,Hyannis,MA. The Hazardous Materials Permit has not;however been obtained by the address of Hyannis Auto Body located at, according to the Assessors Map, 32 Corporation Street,Hyannis,MA. You currently have both businesses listed under the same address, 332 Falmouth Road,Hyannis,MA which would create confusion. Under the provisions of Chapter 111, Section 31, of the General Laws of MA,hazardous materials use, storage and disposal of 111 gallons or more a month requires a license from the Public Health Division. Each business address shall be responsible for obtaining a Hazardous Materials Permit.Both locations currently have the minimum of 111 gallons at each site. You will receive your Hazardous Materials License certificate after you have paid the license fee. Your continued cooperation is greatly appreciated. If you have any questions or need further information,please do not hesitate to contact the Public Health Division. joThank you, mas . McKean, RS, CHO Director of Public Health Alisha L.Parker Hazardous Materials Specialist Parker, Alisha From: Schlegel, Frank Sent: Wednesday, November 30, 2005 3:20 PM To: Parker, Alisha Subject: RE:Addresses Hi Alisha, According to my records, assessors records and the town's GIS maps, the address of 322 Falmouth Rd/Rte 28 was assigned to Map 293 Parcel 010. This building (single) shows on the maps as occupying most of the parcel.*ft passel 4144-This ,.If up Y maps:_aiid Geaw-b-by-t#e-twe-reap a;;Ge�s-1-havti- ram- -ail,. This will show you the "Ford Garage"(map 293 parcel 010) a +hp fPnr ed in If these are the two properties you mentioned, they do have the two separate addresses. If you are just talking about the"Ford garage building" the ordinance states that "Primarily, one street number will be assigned to the property and multiple buildings will be unitized which will take a site inspection to determine the"flow"of access around the building. The owners can request an address for Corp . Street in writing to the Town Engineer. I believe though you may be working with the two separate parcels since both are owned by the same people. Let me know if you need more help. -----Original Message----- From: Parker,Alisha Sent: Wednesday,November 30,2005 10:03 AM To: Schlegel, Frank Subject: Addresses Good Morning Frank, I have a business located on Falmouth Road that also has a building on Corporation St. The name of the business is different for both buildings, yet they are in conjunction with each other. There is no physical address on either of the buildings. Both are listed under the same address as 332 Falmouth Road. On the assessors page, the correct addressess are 322 Falmouth and 32 Corporation St. I am looking to have each business/building obtain a Hazardous Materials Permit because each of them have over 111 gallons of Hazardous Materials on site, however, they believe that they are ok due to the fact that they only have 1 address. I contacted the Clerks office to see if each has a Business Certificate and we are researching that avenue. Is there anything we can do about the addresses? Thank you, r-P Alisha Parker ._ i �,�' �/ �''�• � l/d�,,'i� Hazardous Materials Specialist Town of Barnstable Health Department �3 z 1 Parker, Alisha From: Fulco, Lucia Sent: Wednesday, November 30, 2005 10:33 AM To: Parker, Alisha Subject: RE: Business Certs. Hyannis Ford of Hyannis, Inc. is OK as is. Hyannis Auto Body needs a business certificate either in its own name or as a dba of a corporation. They need to fill in a routing slip,which can be picked up either here or at 200 Main and have it signed off by the Health Dept. as well as Building and Licensing. Don't sign it until they agree to comply with the hazmat requirements. Lucia -----Original Message----- From: Parker,Alisha. Sent: Wednesday, November 30, 2005 10:22 AM To: Fulco,.Lucia Subject: Business Certs. Hi Lucia, Thank you for your help with the information on Ford of Hyannis and Hyannis Auto Body. I checked on line and saw that Hyannis Ford Inc. is a corporation, registered with the state, and changed the name to Ford of Hyannis, Inc. in 1997,which is the name on their building. So they do not need a business certificate right? If they have an expired business cert.with the town, don't they have to renew as well? Or is it complete because they are a Corporation? Hyannis Auto Body, on the other hand,was not found on the site, so it is not registered with the state and has no registration with the town. The building says Hyannis Auto Body, so they need to file for a business certificate with the town correct? There was a little confusion when I spoke to others in the office about the situation. I just want to make sure I am getting the correct information before I go to the business itself. Thank you so much! Alisha Parker Hazardous Materials Specialist Town of Barnstable Health Department 1 S � > �- ,a, � � ate" � � �'"-" v:S ,, � , ,�; �� p� .�� , �,�'.' 1�F a `ee� w AF i ��Jx i ty 1 i .? �� �y � 2830 ,. � P t6 � +1 S �� a f ..fie � � 1, ��� �•r w r.- �. y`;. a �':� ... � Ti„-:` ( ...��- �+' .fi�r � � r. � + _ gT;�,.. �� �� Aix M�awpu ( '32,z,Wow LL&)I Ap � c�rf . ,/--x � Okb Bnd� (Coyp � OTC vuc� ►�c v�. cr�,t. ND kft,�liYvt lt�-�, �'�415 hot ix" uk:m haA �;4 Far a bus . cep. at ,e�,Q,lc a dds a c aft lnf X *44- WC4� The Commonwealth of Massachusetts William Francis Galvin - Public Browse and Search Page 1 of 1 The Commonwealth of Massachusetts y William Francis Galvin 1 Secretary of the Commonwealth One Ashburton Place,Boston,Massachusetts 02108- M 1512 Al. i° Telephone: (617) 727-9640 Public Browse and Search - Entity Results CD i-leip',vith leis town 8 Records Matched Your Begins With Search for Entity (Page 1 of Name: Hyannis Auto' 1) Identification Old Principal Office Entity Name Number Identification Address, City, State,Zip, Country Number 478 WEST MAIN HYANNIS AUTO BODY. INC, 000155077 ST., HYANNIS, MA 02501 USA HYANNIS AUTO._CENTER,.__INC. 55 AIRPORT. 000826087 ROAD, HYANNIS, MA 02601 USA HYANNIS_AUTO.COLLISION-, 478 W. MAINST.INC. 000265398 478 HYANNIS, MA 02601 USA HYANNIS AUTO INC. 000155077 478 WEST MAIN ST., HYANNIS, MA 02501 USA HYANNIS_AUTO...INTE_RIORS,INC, 000143816 80 ENTERPRISESROAD, HYANNIS, MA 02601 USA HYANNIS AUTO RESTORATIONS 120 THORNTON INC.. 043085562 000332808 DR., HYANNIS, MA 02601 USA HYANNIS AUTO SALES, INC. 043337644 000556461 498 WEST MAIN ST., HYANNIS, MA 02601 USA HYANNIS AUTO, INC. 043141605 . 000382453 478 WEST MAIN ST., HYANNIS, MA 02601 USA ©2001-2005 Commonwealth of Massachusetts All Rights Reserved obyp http://corp.sec.state.ma.us/corp/corpsearch/CorpSearchEntityList.asp?ReadFromDB=Tru... 11/30/2005 'the Commonwealth of Massachusetts William Francis Galvin - Public Browse and Search Page 1 of 3 ° F The Commonwealth of Massachusetts =.e William Francis Galvin j Secretary of the Commonwealth � One Ashburton Place,Boston,Massachusetts 02108- 1512 Telephone: 617 727-9640 FORD OF HYANNIS, INC. Summary Screen ?� Help with this`orm Re uesta Certtflcae� . . The exact name of the Foreign Corporation: FORD OF HYANNIS, INC. The name was changed from: HYANNIS FORD, INC. on 6/16/97 Mergered with : HYANNIS FORD_HOLDING COMPANY on 10/4/04 (Note:"rhe above entity is not registered in Massachussetts) Entity Type: Foreign Corporation Identification Number: 043311283 Old Federal Employer Identification Number(Old FEIN): 000528314 Date of Registration in Massachusetts: 02/23/1996 The is organized under the laws of: State: DE Country: USA on: 02/09/1996 Current Fiscal Month/Day: 12/31 Previous Fiscal Month/Day: 00/00 The location of its principal office: No. and Street: 332 FALMOUTH ROAD City or Town: HYANNIS State: MA Zip: 02601 Country: USA The location of its Massachusetts office, if any: No. and Street: City or Town: State: Zip: Country: The name and address of the Registered Agent: Name: STEVEN M. MITUS No. and Street: 9 WATERFORD DR. City or Town: WESTFIELD State: MA Zip: 01085 Country: USA The officers and all of the directors of the corporation: Title Individual Name Address (no Po Box) Expiration First,Middle,Last,Suffix Address,City or Town,State,Zip Code of Term http://corp.sec.state.ma.us/corp/corpsearch/CorpSearchSummary.asp?ReadFromDB=True... 11/30/2005 f `. The Commonwealth of Massachusetts William Francis Galvin - Public Browse and Search Page 2 of 3 t PRESIDENT RICHARD L COVINGTON 3 WINNIE'S WAY EAST SANDWICH,MA 02537 USA TREASURER JAMES E BALISE JR 87 BLUEBERRY HILL RD LONGMEADOW,MA 01106 USA SECRETARY CHRISTINA LUTZEN 135 SULLIVAN RD WEST YARMOUTH,MA 02673 USA CLERK CHRISTINA LUTZEN 135 SULLIVAN RD WEST YARMOUTH,MA 02673 USA DIRECTOR RICHARD L COVINGTON 3 WINNIE'S WAY EAST SANDWICH,MA 02537 USA DIRECTOR STEVEN M MITUS 9 WATERFORD DR WESTFIELD,MA 01085 USA DIRECTOR JAMES E BALISE JR 87 BLUEBERRY HILL RD LONGMEADOW,MA 01106 USA business entity stock is publicly traded: The total number of shares and par value, if any,of each class of stock which the business entity is authorized to issue: Par Value Per Share Total Authorized by Articles Total Issued Class of Stock Enter 0 if no Par of Organization or Amendments and Outstanding Num of Shares Total Par Value Num of Shares CWP $100.00000 3,040 $304,000.00 3,040 Consent _ Manufacturer _ Confidential Data _ Does Not Require Annual Report Partnership X Resident Agent X For Profit _ Merger Allowed Select a type of filing from below to view this business entity filings: ALL FILINGS = '' Amended.Foreign.Corporations Certificate Annual Report. z_ Annual Report- Professional P Application for Reinstatement ; ....... ......... tl nt gs s �116101 xNewSearch ` I http://corp.sec.state.ma.us/corp/corpsearch/CorpSearchSummary.asp?ReadFromDB=True... 11/30/2005 I� _ The Commonwealth of Massachusetts William Francis Galvin- Public Browse and Search Page 1 of 2 k . V � The Commonwealth of Massachusetts William Francis Galvin Secretary of the Commonwealth E � r` One Ashburton Place, Boston, Massachusetts 02108- ` ;, 1512 Telephone: (617) 727-9640 HYANNIS UT , INC. Summary Screen Help with this form ��y ER�ec�uest a C�emfieafie ���. The exact name of the Domestic Profit Corporation: HYANNIS AUTO BODY-, INC. The name was changed from: HYANNIS AUTO INC. on 11/15/83 Entity Type: Domestic Profit Corporation3A. Identification Number: 000155077 IV Date of Organization in Massachusetts: 02/06/1980 Date of Involuntary Dissolution: 08/31/1998 Current Fiscal Month/Day: 01 /31 Previous Fiscal Month/Day: 00/00 The location of its principal office in Massachusetts: No. and Street: 478 WEST MAIN ST. City or Town: HYANNIS State: MA Zip: 02501 Country: USA If the business entity is organized wholly to do business outside Massachusetts,the location of that office: No. and Street: City or Town: State: Zip: Country: The name and address of the Registered Agent: Name: No. and Street: City or Town: State: Zip: Country: The officers and all of the directors f ecto s o the corporation: Title Individual Name Address (no Po Box) Expiration First,Middle,Last,Suffix Address,City or Town,State,Zip Code of Term Prior to August 27, 2001, Records can be obtained on Microfilm business entity stock is publicly traded: _ http://corp.sec.state.ma.us/corp/corpsearch/CorpSearchSummary.asp?ReadFromDB=True... 11/30/2005 The Commonwealth of Massachusetts William Francis Galvin - Public Browse and Search Page 2 of 2 s° The total number of shares and par value, if any,of each class of stock which the business entity is authorized to issue: Par Value Per Share Total Authorized by Articles Total Issued Class of Stock Enter 0 if no Par of Organization or Amendments and Outstanding Num of Shares Total Par Value Num of Shares No Stock Information available online. Prior to August 27, 2001, records can be obtained on microfilm. Consent _ Manufacturer _ Confidential Data _ Does Not Require Annual Report Partnership _ Resident Agent _ For Profit Merger Allowed Note: There is additional information located in the cardfile that is not available on the system. Select a type of filing from below to view this business entity filings: ALL FILINGS Administrative Dissolution Annual Report Application for Reinstatement Application For Revival' M1 lew FFI ngs f , New�eareh� y li awro rq. Comments ©2001-2005 Commonwealth of Massachusetts All Rights Reserved Help k http://corp.sec.state.ma.us/corp/corpsearch/CorpSearchSummary.asp?ReadFromDB=True... 11/30/2005 r Town of Barnstable �OFTME Tom, Regulatory Services ^ uk ti Thomas F. Geiler, Director M * eaxivsraBt.E, _�tJl Public Health Division i639• �0 � � �fn 39. Thomas McKean, Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Application Fee: $100.00 ASSESSORS MAP AND PARCEL NO. DATE �112 4/ APPLICATION FOR PERMIT TO STORE AND/OR UTILIZE MORE THAN 111 GALLONS OF HAZARDOUS MATERIALS FULL NAME OF APPLICANTi Ch L. 40 NAME OF ESTABLISHMENT Ate- ADDRESS OF ESTABLISHMENT �LMav TELEPHONE NUMBER �08- 77SS-S' 712 . SOLE OWNER: YES 1,, NO IF APPLICANT IS A PARTNERSHIP,FULL NAME AND HOME ADDRESS OF ALL PARTNERS: IF APPLICANT IS A CORPORATION: FEDERAL IDENTIFICATION NO. STATE OF INCORPORATION FULL NAME AND HOME ADDRESS OF: PRESIDENT dqi-pii TA, 1/o02 -ava l5�,- meal 1:$DA,ti cccl /Jtiq O/o8y TREASURER V l✓iri�re� W LCftcST �'^G�J`t.Gl . /YI OZ537 . CLERK Al, /T%r fv.A Z)n, ¢fi t 7t ` SIG OF APPL ANT RESTRICTIONS: HOME ADDRESS O ryinnre.'�' �Qy CAarL w'ch, &4 HOME TELEPHONE# �SGB-�Y. 3 -338I G Haz.doc/wp/q - r ....� T;. -. ,:r... ,y:.i ..; ; :-��. ::'^`- ?`Rr..r-ter+....- c•'T.e..mrr*"-Tt'�,�.?. ,">,,r..c+,.ci..�. >,�-raf — ...'�.+n;:.-�:1.,....,4;« t � TOWN OF BARNSTABLE BAR_W P2 3383 Ordinance or Regulation WARNING NOTICE Name of Offender/Manager ; .r, ��� e f}� g,�,� Address of Offender ? PaA1h,&& 14 rl MV/MB Reg.# Village/State/Zip } - MA n z_k,�ai Business Name ,�1, rt,,rr ,ei� �:pt am/pm; on "i /20 oq Business Address a�st i ^( . r,:a,K..,,,," r'# Signatur' Enforcing Officer Village/State/Zip /•> , F .124 62 kot' Location of Offense e4oviocA_ 75 3?12- %r~sko ' e jjo-aocl Enforcing Dept/Division Offensex...1 (7)a j,-A•�- ,*e Facts i �P�c.+. c/f�. r,�'�a,n� '"l 1!?de]x 1, u4i44't a �a ,s k n►. -�.. A l t 11in t. N F �istr� . S�.I';,IG:as�. vlr�rs , � a�'�feF�� YF�'" �+�r�,a��#�� ,`rlS�al �11/�a�► It�c°s ,�,����. This witll setve only as a warnYng. At this time no legal action has been "taken. It is the goal of .Town agencies to achieve voluntary compliance of Town Ordinances, . Rules and Regulations. Education efforts and warning notices are attempts to gain voluntary compliance. Subsequent violations will . result in appropriate legal action by the Town. WHITE-OFFENDER CANARY-ORD./REG.-PROG. PINK-ENFORCING OFFICER GOLD-ENFORCING DEPT. �. Date: TOXIC AND HAZARDOUS MATERIALS ON-SITE INVENTORY NAMEOFBUSINESS: E=A .s- BUSINESS LOCATION: Z .MAILING ADDRESS: `� '� INVENTORY TELEPHONE NUMBER: 5-0 3 — 77�=��/Z TOTAL AMOUNT: . CONTACTPERSON:_&'Q& a. d R, Z 3. g api(. EMERGENCY CONTACT TELEPHONE NUMBER: 1=1RE p�57�IcT TYPEOFBUSINESS: OTHER INFORMATION: ' n �. VP�°�t� _ s ,,a e M 5 05- or) 54en 10 1 s T"ox(c * WAz_,4A poll s u.44 xynEf �/AZ-/77,47--4/C4FPy'11eF- � e Waste Transportation: vn Name of Hauler:/olv., L; d Destination: Waste Product: �,( adL&i icensed?je No . UrJ.r�.yt-- = .'�u�s, �u�r.,•�3-� d2ride..nGav�°.►'>s. LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health has determined that the following products exhibit toxic or hazardous character- istics and must be registered regardless of volume. . NOTE: LIST IN TOTAL LIQUID VOLUME OR POUNDS. Quantity Observed (gallons): Antifreeze(for gasoline or coolant systems) Drain cleaners 3*.NEW USED Cesspool cleaners Automatic transmission fluid Disinfectants Engine and radiator flushes Road Salt (Halite) Hydraulic fluid (including brake fluid) Refrigerants L,�/ Motor oils S Pesticides .5'loy 5' NEW - a4 USED (insecticides, herbicides, rodenticides) GYsoline, JefFuel Photochemicals (Fixers) Diesel.fuel, kerosene, #2 heating oil NEW USED Other petroleum products: grease, Photochemicals (Developer) lubricants, gear oil NEW USED Degreasers for engines and metal Printing ink Degreasers for driveways& garages Wood preservatives (creosote) Battery acid (electrolyte) Swimming pool chlorine Rustproofers Lye or caustic soda /29E_c.�&A Car wash detergents Jewelry cleaners 2-SCar wakes and polishes Leather dyes Asphalt& roofing tar Fertilizers Paints, varnishes, stains, dyes PCB's Lacquer thinners Other chlorinated hydrocarbons, NEW USED (inc. carbon tetrachloride)- Paint & varnish removers, deglossers Paint brush cleaners Any other products with "poison" labels Floor&furniture strippers (including chloroform, formaldehyde, Metal polishes hydrochloric acid, other acids) Laundry soil&stain removers Other products not listed which you feel (including bleach) may be toxic or hazardous (please list): Spot removers & cleaning fluids - Misc.: — Z (dry cleaners) 1 ; a40 her cleaning solvents Bug and tar removers (�J` •Pild 1-76 oyq Town of Barnstable 'THE r Regulatory Services Thomas F. Geiler,Director Public Health Division BARNSTASLE, Thomas McKean,Director 9 MASS. 16gq. �� 200 Main Street, Hyannis,MA 02601 ArfD Phone: 508-862-4644 Email: healthna town.barnstable.ma.us Fax: 508-790-6304 Office Hours: M-F 8:00—5:00 Ford of Hyannis Attention: Richard Covington May 21,2004 332 Falmouth Road Hyannis,MA 02601 RE: Hazardous Materials License Required Dear Mr. Covington: Thank you for your time and cooperation during the Toxic and Hazardous Materials On Site:,:,: Inventory at Ford of Hyannis. The inventory total from May 20,2004 shows that you have,.—,;-.: approximately 2,213.8 gallons of toxic and hazardous materials being used/stored/generated/disposed of at your place of business(Please refer to the Toxic and r ; Hazardous Materials On Site Inventory sheet). The Town of Barnstable Board of Health has determined that using, storing, generating and/or disposing of over I I I gallons of hazardous materials per month requires businesses in the Town of Barnstable to obtain an annual Hazardous Materials License. This license should be purchased by your business as soon as possible from: Town of Barnstable Town Offices Public Division of Health 200 Main Street,Hyannis Passing your Hazardous Materials Inspection and obtaining your license will keep your business compliant with the Control of Toxic and Hazardous Materials ordinance(Article 39). Following the recommendations given after your annual inventory can prevent contamination of Barnstable's existing and future drinking water supply,prevent environmental contamination which can bankrupt site owners,lead to future regulatory,and possibly,legal problems, lower or destroy land values, drive out residents and industry,depress local economies and endanger public health. You will receive your Hazardous Materials License certificate after you have passed your inspection and paid the license fee. Your continued cooperation is greatly appreciated. If you have any questions or need further information,please do not hesitate to contact the Public Health Division. Thank you, Thomas A. McKean,RS,CHO Director of Public Health C—i• (t k?a" Z® o !� I Date: 6-act -�cf ' �y ja,�ce�Q �v� / �'1 s/Ta/oy-/ TOXIC AND HAZARDOUS MATE IALS ON-SITE INVENTORY A/ s NAME OF BUSINESS: EZZA BUSINESS LOCATION: 33 7- MA �( , IL.INGADDRESS: rV `/ INVENTORY TOTAL AMOUNT: TELEPHONE NUMBER: .�09 - 7 7�=5�/Z- CONTACTPERSON:_ n'"a4'a co-VI ` y� , /27n 4r-7° ZQ EMERGENCY CONTACT TELEPHONE NUMBER: TYPEOFBUSINESS: FWE 0I57-9ICT OTHER INFORMATION: Se , t/e-4wc-tc .� crn ,`,Fe . M .5Ifr— o r z: o --f L `� A e;c_�Zi qC�b 1_0 "T,4/AID 7-ow l/ Waste Transportation: Name of Hauler:/_ t, Destination: Waste Product: Licensed, e No 41 uen. `oA S (Jf7,; ✓� S !�*'" s -Pi�d�r"Cd1/P.r'.S. LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health has determined that the following products exhibit toxic or hazardous istics and must be registered regardless of volume. . NOTE: LIST IN TOTAL LIQUID VOLUME OR POUNDS. Quantity Observed (gallons): Antifreeze(for gasoline or coolant systems) Drain cleaners (s -2 V— o y ✓3S�.NEW USED Cesspool cleaners 3 Automatic transmission fluid Disinfectants Engine and radiator flushes... Road Salt(Halite) Hydraulic fluid (including brake fluid) Ref rigerants ,�, � ✓ Motor oils S� Pesticides SZZ�:_L Slog 8F cNEW . a4 USED (insecticides, herbicides, rodenticides) GYsoline, Jet-Fuel Photochemicals (Fixers) Diese!fuel, kerosene, 42 heating oil NEW USED 3 l .Other petroleum products: grease, Photochemicals (Developer) lubricants, gear oil NEW USED Degreasers for engines and metal Printing ink ---� Degreasers for driveways &garages Wood preservatives (creosote) Battery acid (electrolyte) Swimming pool chlorine Rustproofers Lye or caustic soda /2.�Car wash detergents Jewelry cleaners 2-S-. zf-aac Carwakes and polishes Leather dyes Asphalt& roofing tar Fertilizers Paints, varnishes, stains, dyes PCB's Lacquer thinners Other chlorinated hydrocarbons, NEW USED (inc. carbon tetrachloride)- Paint&varnish removers, deglossers An other roducts with " Paint brush cleaners Y P poison" labels (including chloroform, formaldehyde, Floor&furniture strippers hydrochloric acid, other acids) Metal polishes M L/ Other products not listed which you feel Laundry soil &stain removers P (including bleach) may be toxic or hazardous (please list): Spot removers & cleaning fluids Misc.: (dry cleaners) 1 7�ua ther cleaning solvents s al( Bug and tar removers W° 'M d 1-7 6 ovzt ®p� Town of Barnstable ioFr Regulatory Services '4 Thomas F. Geiler,Director Public Health Division *y BnxizAni.E, * ` , Thomas McKean Director 200 Main Street, Hyannis,MA 02601 w pr�a� ,l�e► Phone: 508-862-4644 Email: health(a,town.barnstable.ma.us Fax: 508-790-6304 Office Hours: M-F 8:00—5:00 Ford of Hyannis Attention: Richard Covington May 21,2004 332 Falmouth Road Hyannis,MA 02601 RE: Hazardous Materials License Required Dear Mr. Covington: Thank you for your time and cooperation during the Toxic and Hazardous Materials On Site: Inventory at Ford of Hyannis. The inventory total from May 20,2004 shows that you have approximately 2,213.8 gallons of toxic and hazardous materials being ;.; . used/stored/generated/disposed of at your place of business(Please refer to the Toxic and Hazardous Materials On Site Inventory sheet). The Town of Barnstable Board of Health has determined that using, storing, generating and%or disposing of over 111 gallons of hazardous materials per month requires businesses in the T'ownv of Barnstable to obtain an annual Hazardous Materials License. This license should be purchased by your business as soon as possible from: Town of Barnstable Town Offices Public Division of Health 200 Main Street,Hyannis Passing your Hazardous Materials Inspection and obtaining your license will keep your business compliant with the Control of Toxic and Hazardous Materials ordinance(Article 39). Following the recommendations given after your annual inventory can prevent contamination of Barnstable's existing and future drinking water supply,prevent environmental contamination which can bankrupt site owners, lead to future regulatory,and possibly,legal problems, lower or destroy land values,drive out residents and industry,depress local economies and endanger public health. You will receive your Hazardous Materials License certificate after you have passed your inspection and paid the license fee. Your continued cooperation is greatly appreciated. If you have any questions or need further information,please do not hesitate to contact the Public Health Division. Thank you, Thomas A. McKean,RS,CHO Director of Public Health r 4 m 1 awe 40 . Lf b 8 g �►-' �('u�cs_� � P f ' i i i � � I - ; I f i � � � I I �� I � ' f I I I � I � F �� � I I � i �`` I I ! I I � I � i i I �� �.� � I 1 I � � � � ,`" -*-�-- r, , � � ���I � - f fI � I � ,� � t ` / (i �- 1 ..- � f +r ii ' _ i 1 _ i f�t / P� f �. � ��.. S /' .,1.. � t I li ..� +_ t �ii�/ �J � 1 �"� � i I � i • ' •� 1 � I �`i,y,�r f � � t 1 , V I � ,. • f I i • i ' � � ��� ,, I ,� ', �� �i �---_ • �' I I �_` 1 } Town of Barnstable-Health Department Page 1 HAZARDOUS MATERIALS INVENTORY SITE VISITS t< DBA: Hyannis Ford Fax: _ ...... Corp Name: Mailing Address Location: 332 Falmouth Road,Hyannis Street: P.O.Box 578 mappar: City: Hyannis Contact: Richard Covington-manager <c , State: Ma �`D �2 Telephone: 775-5912 Zip: 02601 ?/ Emergency: '420-1955 Person Interviewed: Craig? Business Contact Letter Date: Category: VehicleMaintenance Inventory Site Visit Date S 2l7 Type: _..... Follow Up/Inspection Date: public water indoor floor drains outdoor surface drains ❑ license required ❑ private water ❑ indoor holding tank mdc outdoor holding tank mdc ❑ currently licensed ❑ town sewage ❑ indoor catch basin/drywell ❑ outdoor catch basin/drywell expir ---. - ---- ❑d on-site sewage ❑ indoor on-site syste Se outdoor onsite system date: ............ .... .._ ............. ..._._ DLI-JOAN LORRAY,R.N.(617)969-7177. PATRICIA CIRCONE(617)727- compliance: 4581. EYE WASH STATION INSTALLED. WASTE OIL HEATER. sfactory RECOMMENDED SECONDARY CONTAINMENT FOR ABOVE GROUND !J 9 NGW MOTOR OIL TANK. 2 PERSONS CERTIFIED IN ASCG-RECOVERY EQUIPMENT. PAINT ROOM-LIP&METAL DOOR&EXP. LIGHTING. SPRAY BOOTH(NEW)&SCBA. ACME FOR RAGS. CLEAN HARBORS FOR PAINT WASTES. Remarks:717/97 Nine lifts,Rags in can,MSDS sheets on site. Note: 7/7/97 See 97 inspection report for current list of C chemicals on site..REMARKS 1999: l' ,ply � � CA • <<� \ 1-7 /,,,� Page 2 Town of Barnstable-Health Department HAZARDOUS MATERIALS INVENTORY Chemicals: ❑ Zero Toxic Waste Materials gty's>25 Ibs dry or 50 gals liquid but less than 111 gals ❑ gty's 111 gals or more r� description. _ qty� „unofineasure. , . motor oil ( 1230Gallons _.___.___....._.._.__.__......_..__............._-_....._.._..._.._._....._._.....__...__...___.__.___.._........_... _____....._._ ___....___.........._..._.._.._.____.___.__-__ Cl�Z hydraulic fluids(including break fluid)___ 275Gallons _ antifreeze(for gasoline or coolant systems) 100Gallons automatic transmission fluid 150 Gallons __.............___.........__.._....__._._....._...._..._............_...._.........................____.________.__._.____..____._........._....__.._.._..._........_........__......._........._._ �L� hydraulic fluids(including break fluid) 6Gallons misc.petroleum products_:grease,lubricants 5Pounds � degreasers for engines and metalW20;Gallons rustproofers 2;Gallons Li�?. G`✓y _ __.__..._._._.._._.___..___.__.__.-_-...__._..__..._._....____.._..__._......._....._._.__._.._._.._.._. ___.........__...____._ ._._...__._--------_.....____......_._...._........_...__. car wash detergents 15Gallons acquer thinners 125Gallons _..._._.. ._..__.............___...._.. C metal polishes 2.Gallons CS / other cleaning solvents 5,Gallons ............._..........._...._�_ _._._..__ _..._.... bug and tar removers 10;Gallons refrigerants 60 pounds (�'�+'✓� , Waste Transporter:: District: p �� Fire Last HW Shi me t Date .� �" ' _=/ Waste Hauler Licensed: No _ a cr S v Hazardous Materials On-Site Inventory/Inspection For ALL Shops and Businesses: /4 DBA: s i=, ( s -� Location: 3,?� 2— r' Rd. Date: S--Zcz) o `/ Physical Features to Inspect: 1. Hazardous waste generation sites (production/manufacturing areas): 2. Waste storage areas: 3. Satellite accumulation points throughout: 4. HazMat stored outdoors — CHECK OUTSIDE: 5. Shipping and receiving areas: AO//A 6. Run down of shop activities: / 7. Housekeeping practices: i/ HazMat On-Site Inventory/Inspection: Records to Review for SQGs and CESQGs DBA: s Location: 2- ��• Site visit date: 5 Z a • Hazardous Waste Manifests: • Employee training documentation (if required): • Hazardous substance spill control and contingency plan: • MSDS on site? • HazMat Inventory records (if applicable): �,�, • HazMat Waste Shipping documentation: • Spill records (if applicable): o ► ' l� - 6 22 nj OFFICIAL " E Postage $ a C3 Certified Fee _vl/Vl Postmark Return Receipt Fee /r ? n Here (Endorsement Required) ( �� ? C3 Restricted Delivery Fee � O (Endorsement Required) 0 a Total Postav ___ _d ru DMR Realty Corp Trustee � C3 To Sent i saeei,apt:NpJM Realty Trust. ........ or PO BoxNo;TO Box 603 City,State,ZI 'Igiddlebury, VT 05753-06031 • a r w Certified Mail Provides: n A mailing receipt 13 A unique identifier`or your mailpiece o A signature upon delivery o A record of deliver/kept by the Postal Service for two years Important Reminders: C Certified Mail may ONLY be combined with First-Class Mail or Priority Mail n Certified Mail is net available for any class of international mail. c NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured or Registered Mail. e For an additional'ee,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 returr receipt,a USPS postmark on your Certified Mail receipt is required. o 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". o 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. PS Form 3800,April 2002(Reverse) 102595-02-M-1133 • Complete items 1,2,and 3.Also complete A. Sig ure ',(�� I 4 if Restricted Delivery is desired. �jrG�" ❑Agent o Print your name and address on the reverse X (/ Addr ssee so that we can return the card to you. Received by(Printed Name) C. of eliv ry o Attach this card to the back of the mailpiece, ,rf1 or on the front if space permits. C41 D. Is delivery address different from item 1? ❑ ' 1. Article Addressed to: If YES,enter delivery address below: ❑No DMR Realty Corp Trustee ) DJM Realty Trust PO Box 603 3. Servi ype Middlebury, VT 05753-0603 rtified Mail �❑ ress Mail ❑Registered Ill Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number (i"ransfer from service label) 7002 .10.0 D., 0,0 PS Form 3811,August 20o1 Domestic Return Receipt, 102595-02-M-1540 UNITED STATES POSTAL SERVICE First-Class Mai, Postage&Fees Paid E USPS ' Permit No.G10 ° Sender: Please print your name,address, and ZIP+4 in this box ° � I Town of Barnstable Health Division 200 Main Street I Hyannis, MA 02601 I ,tt..ii ti 11 i 11' �I I lei I` i 1 I 7 f- Town of Barnstable Regulatory Services Thomas F. Geiler,Director * BARNSTABLE, • f 39n. Public Health Division Thomas McKean,Director 200 Main St, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 May 23 2003 n DMR Realty Corp Trustee DJM Realty Trust PO Box 603 Middlebury, VT 05753-0603 IMPORTANT NOTICE RE: Map & Parcel 293-010 Dear Addressee: You are directed to connect your building located at �322-Falmouth Road, Hyannis, Massachusetts, to public sewer on or before August 29, 2003'"�_ —_ f The Department of Public Works, Engineering Division, has notified us.that your property abutts recently installed vacuum sewer lines. The Fines were extended because of the density, and the size of the lots in the area, and the potential for serious health problems. Failure to comply with this order will result in a complaint against you, in a court of law, due to your failure to comply with a Board of Health Order. If you should have any questions, please telephone me at 862-4644. PER ORDER OF THE BOARD OF HEALTH Thomas A. McKean, R.S. CHO Health Agent for: TOWN OF BARNSTABLE BOARD OF HEALTH Wayne Miller, M.D., Chairperson Susan G. Rask, RS. Sumner Kaufman, M.S.P.H. Return receipt requested Cc: Barbara Childs, Water Pollution Control Mark Giordano, Engineering Q:Sewerorder.doc TOWN OF BARNSTABLE COMPLIANCE: CLASS: 1. Marine,Gas Stations,Repair satisfactory 2. Printers BOARD OF HEALT 3.Auto Body Shops O unsatisfactory- 4.Manufacturers COMPANY �5 (see"Orders") 5. Retail Stores 6. Fuel Suppliers ADDRESS e,)A Class: 1 7.Miscellaneous QUANTITIES AND STORAGE (IN= indoors;OUT=outdoors) MAJOR MATERIALS Moan mi , IN OUT IN OUT IN OUT #&gallons Age Test Fuels: Gasoline,Jet Fuel (A) Diesel, Kerosene, #2 (B) Heavy Oils: waste motor oil (C) new motor oil (C) transmission/hydraulic Synthetic Organics: degreasers Miscellaneous: N.? a Y DISPOSALIRECI AMATION REMARKS: 1. Sanitary Sewage 2.Water Supply O Town Sewer OPublic '"n-site QPr7NO 3. Indoor Floor Drains YES ("olding tank:MDC O Catch basin/Dry well O On-site system 4. Outdoor Surface drains:YES NO V' ORDERS: O Holding tank:MDC O Catch basin/Dry well O On-site system 5.Waste Transporter Nam of H t ice 2. Person(s) Interviewed Inspector Date TOWN OF BARNSTABLE COMPLIANCE: CLASS: 1. Marine,Gas Stations, Repair satisfactory 2. Printers BOARD OF HEALTH 3.Auto Body Shops O unsatisfactory- 4.Manufacturers COMPANY �� Q41fli� (see"Orders") 5.Retail Stores 6. Fuel Suppliers ADDRESS 7.Miscellaneous �r�'IS1P'l� QUANTITIES AND STORAGE (IN= indoors;OUT=outdoors) MAJOR MATERIALS I Case lots Drums Above Tanks Undj;7Mnd Tanks IN OUT IN OUTI IN OUT #&gallons Age Test Fuels: Gasoline,Jet Fuel (A) Diesel, Kerosene, #2 (B) Heavy Oils: waste motor oil (C) ( ..1 new motor oil(C) transmissionArydraoft' Synthetic Organics: degreasers Miscellaneous. D (25 c�S x S DISPOSALIRECLAMATION REMARKS: 1. S itary Sewage 2 Wiater Supply CIS own Sewer Public O On-site OPrivate 3. Indoor Floor Drains YES - Co Holding tank:MDC O Catch basin/Dry well �`11641f,TWY-- O On-site system (�ca� 4. Outdoor Surface drains:YES NO QRRDERS: O Holding tank:MDC O Catch basin/Dry well 1Z\ O On-site system _ 5.Waste Transporter t � Name of Hauler Desti nation Waste Product •d YE NO 2. 16AN Per (s) Interviewed Y Inspector Date TOWN OF BARNSTABLE C, MPLIANCE: CLASS: 1.Marine,Gas Stations,Retai BOARD OF HEALTH satisfactory 3.A o B�dy shops Qunsatisfactory- 4.Manufacturers COMPANY ' � /� x/ � (see"Orders") 5.Retail Stores 6.Fuel Suppliers ADDRESS r Class: 1 W"71 7.Miscellaneous QUANTITIES AND STORAGE (IN=indoors;OUT=outdoors) MAJOR A&ERIALS Ism am IN OUT IN OUT IN OUT #&gallons Age Test Fuels. 1 f . Heavy Oils: waste motor oil (C)4-r, C new motor oil (C) 4 transmission/hydraulic . Synthetic Organics: degreasers � 4 Miscellaneous: 4- ` i DISPOSALIRECLAMATION REMARKS: 1. Sanitary Sewage 2. a er Supply , O Town Sewer Public iron-site OPrivate _ d 3. Indoor Floor Drains YES NO - 0 Holding tank:MDC �,�� O Catch basin/Dry well 0 On-site system 4. Outdoor Surface drains:YES ENO : ? f'�► � -ry 0 Holding tank:MDC i L % Catch basin/Dry well 0 On-site system - , 5.Waste Transporter _ 1. l1 IYESNO 2. •" �4 Person(s) Interviewed Inspector Date Z 203 498 636.� US Postal Service Receipt for Certified Mail No Insurance Coverage Provided. Do not use for lntemabonal Mail See reverse Sent `� �0 Street&Number _ 33z Post Of lee,State,&ZIP Code 1 O O Postage V $ 3 3 Certified Fee Special Delivery Fee Restricted Delivery Fee Return Receipt Stowing to Whom&Date Delivered Q Return Receipt Showing to Whom, Q Date,&Addressee's Address 0 TOTAL Postage&Fees $ CO) Postmark or Date ri � �r ���o Stick postage stamps to article to cover First-Class postage,certified mail fee,and optional services See front). � charges for any selected op ( ) I. 1. If you want this receipt postmarked,stick the,gummed stub to the right of the return r address leaving the receipt attached, and present the article at a post office service C window or hand it to your rural carrier(no extra charge). I 2. If you do not want this receipt postmarked,stick the gummed stub to the right of the I return address of the article,date,detach,and retain the receipt,and mail the article. 1 LO � 3. If you want a return receipt,write the certified mail number and your name and address � on a return receipt card Form 3811,and attach it to the front of the article by means of the gummed ends if space permits. Otherwise,affix to back of article. Endorse front of article a RETURN RECEIPT REQUESTED adjacent to the number. Q 4. If you want delivery restricted to the addressee, or to an authorized agent of the addressee,endorse RESTRICTED DELIVERY on the front of the article. M 5. Enter fees for the services requested in the appropriate spaces on the front of thy E receipt. If return receiF is requested,check the applicable blocks in item 1 of Form 3811. ti 6. Save this receipt and present it if you make an inquiry. t o2595-97-e-ot 45 d SENDER: ■Complete items t and/or 2 for additional services. I also wish to receive the ■Complete items 3,4a,and 4b. following services(for an ■Print your name and address on the reverse of this form so that we can return this extra fee): card to you. ■Attach this form to the front of the mailpiece,or on the back if space does not 1. ❑ Addressee's Address permit. ■Write-Return Receipt Requested'on the mailpisoe below the article number. 2. ❑ Restricted Delivery W ■The Return Receipt will show to whom the article was delivered end the date .. delivered. Consult postmaster for fee. °• 0 3.Article Addressed to: 4a.Article Number E 4b.Service Type «' 0 ��� ate, �1�/�� ❑ Registered ® Certified W II N B,� ❑ Express Mail Insured 0 33 a ❑ Return Receipt for Merchandise OD A-A-7� 6 / 7.Date of D ive z '"UX M 5.Received By:(Print Name) 8.Addressee's Address(Onl f requested c W and fee is paid) t 6.Sign ture:YA40issee or Agent) X w - PS Foml 301; December.1994 , 102595-97-13-0179 Domestic Return Receipt First-Class Mail I UNITED STATES POSTAL SERVICE Postage&Fees Paid: USPS Permit No.G-10 O Print your name, address, and ZIP Code in this box O POR3 C-n' �� I Town of Bamstft RO, BOX 534 Hyan*Massachusetts 02601 O�POFTIIETp�♦� The Town of Barnstable s ST s Department of Health of n E • BABa9T P , Safety d Environmental n ronmental Services NAB& 039. e�9 Public Health Division. ,ems , .. 367 Main Street,Hyannis,MA 02601 Office 508-790-6265 Thomas A.McKean FAX 508-775-3344 Director of Public Health April 3, 2000 Richard Covington, Manager Ford of Hyannis 332 Falmouth Road Hyannis, MA 02601 NOTICE TO ABATE VIOLATIONS OF 105 CMR 590.000, STATE SANITARY CODE FOR FOOD ESTABLISHMENTS, ARTICLE X On Saturday, April 1, 2000 and also on Saturday, March 25, 2000, foods were prepared and served to public citizens outdoors at the Ford of Hyannis property located 332 Falmouth Road, without a valid food establishment permit, as required under 105 CMR 590.052. You are ordered to cease and desist the preparation and serving of foods outdoors to the public immediately, upon your receipt of this notice. You may request a hearing if written petition requesting same is received by the Board of Health within seven (7) days. Any person who violates any provision of 105 CMR 590.000 shall, upon . conviction, be fined not more than $100. for the first offense and not more than $500. for a subsequent offense. Each day's failure to comply with an order shall constitute a separate offense. P DES OFT E BOARD OF HEALTH omas clVl K Health Agent Town of Barnstable TM/bcs covngton d SENDER: I also wish to receive the o ■Complete items 1 and/or 2 for additional services. w+ ■Complete items 3,4a,and 4b. following services(for an d ■Print your name and address on the reverse of this form so that we can return this extra fee card to;ou. ai ■�racch this form to the front of the mailpieoe,or on the back if space does not 1. ❑ Addressee's Address SWrite'Retum Receipt Re uested'on the mail lace below the article number. d ■The Return Receipt will show to whom the article was delivered and the date 2. ❑ Restricted Delivery a delivered. Consult postmaster for fee. W i43.Article Addressed to: 4a.Article Number d y �ea P33 5-7� 69'� E 4b.Service Type lW4a71 ❑ Registered Certified IE u e- N 332 ❑ Express Mail ❑ Insured a c W ¢ ❑ Return Receipt for Merchandise ❑ COD G a v�iv/',f� 7.Date of Delivery Z p 5.Received By: ri Name) 8.Addressee's Address(Only if requested c W and fee is paid) r tx H g '6.Signature: essee or Aab ) o X 0 PS FomMl1, December 1994 102595-97-13-0179 Domestic Return Receipt UNITED STATES POSTAL SERVICE First-Class MailPostage&Fees Paid USPS Permit No.G-10 o Print your name, address, and ZIP Code in this box o v f Board of Health .. Town of Bamstabl® P.O. Box 534 Hyannis,Massachusetts 02601 I Town of Barnstable �vsTnsi.�. Department of Health, Safety, and Environmental Services 16 9. ,m Public Health Division �EDN10�A P.O. Box 534, Hyannis MA 02601 Office: 508-862-4644 Thomas A.McKean,RS,CHO FAX: 508-790-6304 Director of Public Health December 17, 1999 Mr. Mark Dean Mid-Cape Motors 332 Falmouth Rd. Hyannis, MA 02601 or ORDER TO COMPLY WITH THE BOARD OF HEALTH FLOOR DRAIN REGULATION,PART H,SECTION 1.00 You are hereby notified on September 28, 1999, the Town of Barnstable Board of Health adopted the attached Floor Drain Regulation. Y All owners/operators of facilities with floor drains connected into a leaching structure have three options: 1. Connect the floor drain to a holding tank. The tank will need DEP approval. The DEP approves two types of holding tanks for this waste: new installations and conversions of existing structures (e.g. oil/water separators). These tanks are for non-hazardous, industrial wastewater. If solvents, antifreeze, oil and other fluids are washed down the drain, the waste is likely to be hazardous. 2. Connect-the floor drain to a municipal sewer system, if available. An oil/water separator is required to be installed under this option. This requires a permit from DEP and the Town of Barnstable Department of Public Works along with the sewer connection application. The amount of discharge shall not exceed ten parts per million(10 PPM). 3. Seal the floor drain. Contact your local plumbing inspector for the appropriate filing form. If choosing this option, all previous discharges to the drain must be eliminated at their source. For example, cars should no longer be washed and floors should no longer be hosed down. Therefore, you are directed to comply with the Board of Health Floor Drain Regulations by informing this department in writing of what your intentions are to comply with the regulation within ten (10) days of receipt of this notice and by completing the work within ninety (90) days. You may request a hearing if written petition requesting same is received within ten(10)days f 1 ul your receipt of this order letter. Failure to comply with an order of the Board of Health may result in a fee of not less than$200, nor more than$1,000.00. Each day of failure to comply with an order shall constitute a separate violation. PER ORDER OF THE BOARD OF HEALTH �ThomaLsA.McKean Director of Public Health Enc. Board of Health Floor Drain Regulation cc: Ed Jenkins,Town of Barnstable Plumbing Inspector Ir K 339 -578 727'- US Postal Service Receipt for Certified Mail No Insurance Coverage Provided. Do not use for International Mail See reverse Sent t c& U/^ St t ber Post Sta ZIP Code 3r—. Postage $ Certified Fee Special Delivery Fee Restricted Delivery Fee. U Return Receipt Showing to Whom&Date Delivered n Return Receipt Showing to Whom, Q Date,&Addressee's Address 0 TOTAL Postage&Fees $ ty Postmark or Date U) a Stick postage stamps to article to cover First-Class postage,certified mail fee,and charges for any selected optional services(See front). 1. If you want this receipt postmarked,stick the gummed stub to the right of the return address leaving the receipt attached, and present the article at a post office service window or hand it to your rural cErrier(no extra charge). m N 2. If you do not want this receipt postmarked,stick the gummed stub to the right of the m return address of the article,date,detach,and retain the receipt,and mail the article. 3. If you want a return receipt,write the certified mail number and your name and address on a return receipt card,Form 3811,and attach it to the front of the article by means of the gummed ends if space permits. Otherwise,affix to back of article. Endorse front of article a RETURN RECEIPT REQUESTED adjacent to the number. Q 4. If you want delivery restricted to the addressee, or to an authorized agent of the addressee,endorse RESTRICTED DELIVERY on the front of the article. M 5. Enter fees for the services requested in the appropriate spaces on the front of this receipt. If return receipt is requested,check the applicable blocks in item 1 of Form 3811. Ui 6. Save this receipt and presen-it if you make an inquiry. a SSENDER: I also wish to receive the . � ■Complete items 1 and/or 2 for additional services. H ■Wnplete items 3,4a,and 4b. following services(for an ■Print your name and address on the reverse of this form so that we can return this extra fee): C card to you. ■A3famch this form to the front of the mailpiece,or on the back if space does not 1. ❑ Addressee's Addres1 y ■1Pif/rite'Return Receipt Requested'on the mailpiece below the article number. 2. ❑ Restricted Delivery ■The Return Receipt will show to whom the article was delivered and the date ., delivered. Consult postmaster for fee. °• 0 3.Article Addressed to: 4a.Article Number h �33 5--7�' 72`�. o 4b.Service Type V _d-P PZ�1rS ❑ Registered Certified N ❑ Express Mail ❑ Insured o► at ,/v �p ❑ Return Receipt for Merchandise ❑ COD °c J 3 2 �� � I"� �Ll 7.Date of Delivery w 5.efteived By:(Pri t Name) 8.Addressee's Address(Only if requested c W and fee is paid) r 6.5 ddressee or Agent) i X 4 ° ; i ; Eiiit (Sf it eE4.i it ?t PS 1; December 1994 10 2595-97-B-0179 Domestic Return Receipt UNITED STATES POSTAL SERVICE . Ft 10` F-first-Glass.,Maal Postage&Fees Paid II ,Uses __ I Permit No..G-10 _ C Print your i> mej ddre, s, and ZIP Code-in this box o^�- I pi b8M Town of Bsnts P.O.Bw 5m Hit PAC 99 J��ittltll�llltI�tt163ti1�t!!ll�tlittt�lt�tll�t��tt�!lltt�l�[ �1 Town of Barnstable STAB Department of Health, Safety, and Environmental Services BAMLK 9� '� ,0� Public Health Division �EDN10�A P.O. Box 534, Hyannis MA 02601 Office: 508-8624644 Thomas A.McKean,RS,CHO FAX: 508-790-6304 Director of Public Health November 19, 1999 Mr. Richard Covington,Manager Hyannis Ford P.O.Box 578 " 332 Falmouth Rd., Hyannis,MA 02601 ORDER TO COMPLY WITH THE BOARD OF HEALTH FLOOR DRAIN REGULATION,PART H,SECTION 1.00 You are hereby notified on September 28, 1999, the Town of Barnstable Board of Health adopted the attached Floor Drain Regulation. All owners/operators of facilities with floor drains connected into a leaching structure are required to comply with this regulation you have three options: il 1. Connect the floor drain to a holding tank. The tank will need DEP approval. The DEP approves two types of holding tanks for this waste: new installations and conversions of existing structures (e.g. oil/water separators). These tanks are for non-hazardous, industrial wastewater. If solvents, antifreeze, oil and other fluids are washed down the drain,the waste is likely to be hazardous. 2. Connect the floor drain to a municipal sewer system, if available. An oil/water separator is required to be installed under this option. This requires a permit from DEP and the Town of Barnstable Department of Public Works along with the sewer connection application. The amount of discharge shall not exceed ten parts per million(10 PPM). 3. Seal the floor drain. Contact your local plumbing inspector for the appropriate filing form. If choosing this option, all previous discharges to the drain must be eliminated at their source. For example, cars should no longer be washed and floors should no longer be hosed down. Therefore, you are directed to comply with this Board of Health Floor Drain Regulation by informing this Division in writing of what your intentions are to comply with this regulation within ten (10) days of receipt of this notice and by completing the work within ninety (90) days. You may request a.hearing if written petition requesting same is received within ten(10)days of your receipt of this order letter. Failure to comply with an order of the Board of Health may result in a fine of not less than$200, nor more than$1,000.00. Each day's failure to comply with an order shall constitute a separate violation. PER ORDER OF THE BOARD OF HEALTH Thomas A. McKean Director of Public Health Enc. Board of Health Floor Drain Regulation cc: Ed Jenkins,Town of Barnstable Plumbing Inspector P .339 578. 694 US Postal Service Receipt for Certified Mail No Insurance Coverage Provided. Do not use for International Mail See reverse Sent to &emu r t (� ,Pos St & codde®(•rG7�1�"J Po '-ff $ Z 92� Certified Fee Special Delivery Fee Restricted Delivery Fee LO Return Receipt Showing to Whom&Date Delivered of Return Receipt Showing to Whom, Q Date,&Addressee's Address 0 TOTAL Postage&Fees $ Z' c7 Postmark or Date 0 li Stick postage stamps to article to cover First-Class postage,certified mail fee,and charges for any selected optional services(See front). 1.If you want this receipt postmarked,stick the gummed stub to the right of the return address leaving the receipt attached, and present the article at a post office service window or hand it to your rural carrier(no extra charge). m 2. If you do not want this receipt postmarked,stick the gummed stub to the right of the Q) return address of the article,date,detach,and retain the receipt,and mail the article. jr in 3. If you want a return receipt,write the certified mail number and your name and address rn on a return receipt card,Form 3811,and attach it to the front of the article by means of the gummed ends if space permits. Otherwise,affix to back of article. Endorse front of article RETURN RECEIPT REQUESTED adjacent to the number. 4. If you want delivery restricted to the addressee, or to an authorized agent of the O O addressee,endorse RESTRICTED DELIVERY on the front of the article. 5. Enter fees for the services requested in the appropriate spaces on the front of this receipt. If return receipt is requested,check the applicable blocks in item 1 of Form 3811. 6. Save this receipt and present it H you make an inquiry. a F Town of Barnstable Department of Health, Safety, and Environmental Services ,0� Public Health Division A��D1A0�A P.O. Box 534, Hyannis MA 02601 Office: 508-8624644 Thomas A.McKean,RS,CHO FAX: 508-790-6304 Director of Public Health December 17, 1999 Mr. Mark Dean Mid-Cape Motors 332 Falmouth Rd. Hyannis, MA 02601 it ORDER TO COMPLY WITH THE BOARD OF HEALTH FLOOR DRAIN' REGULATION,PART H, SECTION 1.00 You are hereby notified on September 28, 1999,the Town of Barnstable Board of Health adopted the attached Floor Drain Regulation. All owners/operators of facilities with floor drains connected into a leaching structure have three options: 1. Connect the floor drain to a holding tank. The tank will need DEP approval. The DEP approves two types of holding tanks for this waste: new installations and conversions of existing structures (e.g. oil/water separators). These tanks are for non-hazardous, industrial wastewater. If solvents, antifreeze, oil and other fluids are washed down the drain,the waste is likely to be hazardous. 2. Connect the floor drain to a municipal sewer system, if available. An oil/water separator is required to be installed under this option. This requires a permit from DEP and the Town of,Barnstable Department of Public Works along with the sewer connection application. The amount of discharge shall not exceed ten parts per million(10 PPM). 3. Seal the floor drain. Contact your local plumbing inspector for the appropriate filing form. If choosing this option, all previous discharges to the drain must be eliminated at their source. For example, cars should no longer be washed and floors should no longer be hosed down. Therefore, you are directed to comply with the Board of Health Floor Drain Regulations by informing this department in writing of what your intentions are to comply with the regulation within ten (10) days of receipt of this notice and by completing the work within ninety (90) days. You may request a hearing if written petition requesting same is received within ten(10)days your receipt of this order letter. Failure to comply with an order of the Board of Health may result in a fee of not less than $200, nor more than $1,000.00. Each day of failure to comply with an order shall constitute a separate violation. PER ORDER OF THE BOARD OF HEALTH �ThdmaLsA. McKean Director of Public Health Enc. Board of Health Floor Drain Regulation cc: Ed Jenkins, Town of Barnstable Plumbing Inspector Sr r TOWN OF BARNSTABLE COMPLIANCE: CLASS: 1.Marine,Gas Stations,Repair Satisfactory 2.Printers BOARD OF HEALTH 3.Auto Body Shops �1 O unsatisfactory- 4.Manufacturers COMPANY o�/� st�c� (see"Orders") 5.Retail Stores 6.Fuel Suppliers ADDRESS 21,�� �,° �� Class: j 7.Miscellaneous QUANTITIES AND STORAGE (IN=indoors;OUT=outdoors) MAJOR MATE S n IN OUT IN OUT IN OUT #&gallons Age Test Fuels: Diesel, Ks�ase�#2 (B) Heavy Oils: Y waste motor oil(C) � new motor oil(C) transmissio` ydraulic 27aler V Synthetic Organics: degreasers e.. Mis laneous: " DISPOSAL/RECLAMATION REMARKS: n 1. Sanitary Sewage 2.Water Supply 0 Town Sewer OPublic Q On-site OPrivate 3. Indoor Floor Drains ZS t' NO 0 Holding tank:MDC 0 Catch basin/Dry well r�l,�c `,�1 0 On-site system 4. Outdoor Surface drains:YES ZNO ORD RS. O Holding tank:MDC O Catch basin/Dry well j� > c i -✓. 0 On-site system 5.Waste Transporter r 1. '` ,may /• h/4 ,/ A,./✓y ,�/�� Y1ES� NO 2. Person(s) Interviewed Inspector V Date n •�r� ,� TOWN OF BARNSTABLE ���yyyCOMPLIANCE: CLASS: 1.Marine,Gas Stations,Repair ~ BOARD OF HEALTH satisfactory 2.Printers 3.Auto Body Shops unsatisfactory- 4.Manufacturers COMPANY I (see"Orders") 5.Retail Stores p 6.Fuel Suppliers ADDRESS L ��C:! �(;jSSS: c�' 7•Miscellaneous lJQUANTI/rIES AND STORAGE (IN=indoors;OUT=outdoors) MAJOR MATERIALS / IN OUT IN JOUT IN OUT #&gallons Age Test Fuels: Gasoline,Jet Fuel(A) Diesel, Kerosene, #2(B) Heavy Oils: waste motor oil (C) new motor oil(C) (p transmission/hydraulic Synthetic Organics: f� degre`asers i � 17 .Miscel anegr,Ls: 2 6 Ghe. L) hi.: DISPOSALIRECLAMATION REMARKS: 1. Sanitary Sewage 2.W ter Supply / O Town Sewer public 1 9(On-site OPrivate 3. Indoor Floor Drains YES X NO O Holding tank:MDC O Catch basin/Dry well O On-site system 4. Outdoor Surface drains:YES NO O D S: Holding tank: MDC O Catch basin/Dry well O On-site system 5.Waste Transporter ' 4,xj4e bC/ w � L�! INO 2. 9a, V ""_,,-e4 Pe o (s) Interviewed Inspector Date TOW141 OF BARNSTABLE COMPLIANCE: CLASS: 1.Marine,Gas Stations,Repair satisfactory 2.Printers BOARD OF HEALTH 3.Auto Body Shops " t O unsatisfactory- 4.Manufacturers COMPANY ' iO (see"Pr Ors") 5.Retail Stores 6.Fuel Suppliers ADDRESS a Class' 7.Miscellaneous QUANTITIES AND STORAGE (IN= indoors; OUT=outdoors) MAJOR MATE LS Drums IN I OUT IN OUTI IN I OUT #&gallons Age Test Fuels: Gasoline,Jet Fuel (A) Diesel, Kerosene, #2 (B) H .a.VY. ' waste motor oil new motor oil (Gw (:::�s�sn/h Y draulic Synthetic Organics: degreasers Miscellaneous: l� LS M) (� r .. .. .... . .. DISPOSA11RECLAMATION REMARKS: jdo wow I0, Udl 640d 1. Sanitary Sewage 2. ater Supplyo I V i� 1 O Town Sewer Public `" Aw. Ni -. *On-site Q r'vate 3. Iadoor Floor Drains YES NO i� Holding tank: MDC�, W LLIM II iJ �r Catch basin/Dry well i �' rri 0 On-site system ) 4. gutdoor Surface drains:YES_kNO �: o ,Holding tank:MDC � ) f .� Catch basin/Dry well rQ___� On-site system NEWi/ 5.Waste TransporterNazne, of Hauler Destination Waste Product YES NO ` 2. Perso ' s) terviewed Inspect Date /RYA/ AIA �,z� �� TOXIC AND HAZARDOUS MATERIALS REGISTRATION FORM - NAME OF BUSINESS: -rx- Mail To: BUSINESS LOCATION: Board of Health MAILING ADDRESS: �. A ), 69e Town of Barnstable P.O. Box 534 TELEPHONE NUMBER: .SUS 7�� 5A9/�.- Hyannis, MA02601 CONTACT PERSON: EMERGENCY CONTACT TELEPHONE NUMBER: /93"5'' _. Does your firm store any of the toxic or hazardous materials listed below, either for sale or for your own use, in quantities totalling, at any time, more than 50 gallons liquid volume or 25 pounds dry weight? YES NO This form must be returned to the Board-of Health regardless of a yes or no answer. Use the enclosed envelope for your convenience. If you answered YES above, please indicate if the materials are stored at a site other than your mailing address: ADDRESS: TELEPHONE: LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health has determined that the following products exhibit toxic or hazardous character- istics and must be registered regardless of volume. Please estimate the quantity beside the product that you store: Quantity/Case Quantity/Case ?S/ b 61Wntifreeze (for gasoline or coolant systems) Drain cleaners OLIVLAutomatic transmission fluid Toilet cleaners Engine and radiator flushes Cesspool cleaners 4)� Hydraulic fluid (including brake fluid) Disinfectants -j�otor oils/waste oils Road Salt (Halite) Gasoline, Jet fuel _ p_[bSRefrigerants Diesel fuel, kerosene, #2 heating oil Pesticides (insecticides, herbicides, Other petroleum products: grease, lubricants rodenticides) degreasers for engines and metal Photochernicals (fixers and developers) Degreasers for driveways & garages Printing ink Battery acid (electrolyte) Wood preservatives (creosote) Rustproofers Swimming pool chlorine 5 Car wash detergents Lye or caustic soda I Car waxes and polishes' Jewelry cleaners Asphalt & roofing tar Leather dyes p 9 Y Paints, varnishes,stains, dyes Fertilizers (if stored outdoors) Paint & lacquer thinners PCB's 4 Paint,&.varnish,removers,vdeglossers.,- - _ - �Other-chlorinated hydrocarbons, Paint brush cleaners (inc. carbon tetrachloride) Floor & furniture strippers Any other products with "Poison" labels �t� l Metal polishes (including chloroform, formaldehyde, Laundry soil & stain removers hydrochloric acid, other acids) (including bleach) , Other products not listed which you feel may Spot removers & cleaning fluids be toxic or hazardous (please list): (dry cleaners) r� Other cleaning solvents Sri-I Bug and tar removers Household cleansers, oven cleaners {":. White Copy- Health Department/ Canary Copy-Business TOWN OF BARNSTABLE COMPLIANCE: CLASS: 1.Marine,Gas Stations,Repair Q satisfactory 2.Printers BOARD�r`O HEALTH 3.Auto Body Shops COMPANYly � {�9D unsatisfactory- 4.Manufacturers l (see Orders ) 5.Retail Stores 6.Fuel Suppliers ADDRESS� ok .A01,4J IBss' 7.Miscellaneous N06 QUANTITIES AND STORAGE (IN= indoors; OUT=outdoors) MAJOR MATER S ,- IN OUT IN OUT IN OUT #&gallons Age Test Fuels: Gasoline,Jet Fuel (A) Diesel, Kerosene, #2 (B) Heavy Oils: waste motor oil (C) new motor oil(C) transmission/hydraulic Synthetic Organics: degreasers i. Miscellaneous: 01 r__) L�11N, X DISPOSAI✓RECI.AMATION REMARKS: 1. Sanitary Sewage 2.Water Supply :-j�u Leh� �A Arr fwoln � #VLP- 0 Town Sewer X"Public r c On-site ()Private C` � PL WA� 3. Indoor Floor Drains YES NO_-K— _ 'AA / O Holding tank:MDC ( �1 N � O Catch basin/Dry well O On-site system 4. 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'"I �..'r y.- ;I. s ,q r t c n. yt` a ar �t1I , l 4"' Dear Iv r`-'bunker` - a w s v 1 , 1.yr Tr r #):w is rxF H'Y " 'r r. a t' •.e sa r ;f. �t+.*sft"' k. c ' tra� " 1 �' 9 x + 4` d a: r t r+ s x t.4 a".r,.� T ^, .s:, ,jr ,:{.tk ,�, a q s.'"""',�-T.+e - ` -' 's*'+t ,. x LL,` F ,t 5 _ rt r 'b aF "C`�. ',, # .,art t e,� ++. F;,..z. ',..,;R `r ; c'k W. �'" .,• t .i .. ,, :4 �,e' 4. l � r ;�,, _ +,4, 3 , k,.i.;o, 5,:. x �y ' t#C, t i k t i, .. ,l .� .fir'.. r ! ro �wL t � �# �.,� , 3 h , t.r a ,i+ it»:sv€ t I' ! " , €ter r .a< Y: - - "',You Fare;g ante i ar uariance�frotn�ther Boazd Pof Health• I ey m .Ground Water :��, ``4 • .` r j . Protecd&o �f Health �Ite ulat on�,o�z constru 0 l foot'ad t ; y A� ` "4 - `'}y1 r g n-to Mid Cape a _ r % ;, iota.is,drltoutet28,�Flpnnnis,_rwith the folio gciiad nb'� fsy {{ ` . -"'�F t 9 R 'x n7 :ex z, - 9 a "- y-t .e .`,,fro i .,K,-r j +T7 s:.,�. ?' .f •�'`� f x a� "`a>,,, zr. xY0 •'• " p T`"w' 6r Y• 5r P. 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'rf ;. ; r kYr*,.r" -q�". .,. ., (2) ;.The cyst i s rvicing tithe front$:pa t_ the3;;building xmust�"b�;upgraded to � ,, r3 �'4.,'a =� ., �_#conform'to+°Titlea'S,"o �. nvi ent 1 Cod&An-the'event th'e Board 's � � r �.f .,r R x:J.e ,. • .detetnlines' roblern A st ',� ` ' ' ` , :.°F� rz. ,.. :�, ; ..,� ,,.,'..,:',,, ,'. •;t3� �.rc.,,411j,» yy t P 'r z Yni,s " x kr d '.fi c,�x R i .x aK S 4*ay., r r 8. 4a ,i Y> :. y, to a t'. 4 r w, I:.s A _ e "S r y e ,.>Ye , r �q yi . +t a-}•3 R rt. a. y w`"�'T'i `� _ 3 ,t, 4 trC- : : xt. ..,, .t ..4 >K r+ .� rj w ,n- . '.. ,* Y Ft,V... ?t•3"r_ ^.r� - }i � �,yrE1�, _ ;`,d rt .:.M`t} ;ix,Ja v 'y r '". „ r z >F, Fr Y' ! e V+ ie?,,,+ Y`.z^`.:. ,� 4. ,. .. r r -r V% .., #s'., ^a a .t; r x x r. ",Rr ➢.:. .�,. r•'" This=}Kvariandenis•grant_ because,you.st d only��ive additional personnel would `' ..ter " nva, be added 3 ' " KA. r 4 ., t ,- �,' ♦ �.f Y*'W. " �,0 . " � xir y"^�ye+•$,.' yA" g..r "C:Ik . ,,, ,, ,x .y it t!'r,:v8 >.: a rt vv,. c , r I tit a " .- r R t a•' ?�. 4�r+ >. R ar{ ^Y> . 4'..; t,.,ir'tYq ,1 3 t^a .7:, a ax. ',^• ^�4,� V,,.. iq't t r,,. x .^��. s - r „t. .,, ,.e. �w_.Ra'.� ,�1 F.kr '"r. y .. {Y-�� '. �_;y_ s .+ ,..,'! x,.+. ^; .j.r.-$-4't;.+trF 1 ; Ir'�"-i'�'�,*y�s,.+`„tI'll �� ,-s"x' � �, y., r � ay�,✓� ,,,��r'� #xv'r•� .:,;'f'4�..;;�+.�a�i"�""t p`''.. V, s t v 11closed�Yis a-copy;ork Towns Tv.% and,(Hazardous �Iaste'` �T awx that.mt�st 1.c �, �4�'� �6'� '_ c... t i , i .-. S ,;E:k. { f it *&.ts� 'Y.x r'+4.`a L wa 'ieA1C,f' t.. ,y - R J x'KI�C-irr ,iK R'_',z r •Y �, ,'.be 8trtct�y.a t73 5.. - 37 4 `•£#„ '.p ",„a?'• r'i.a'�+i.i` a::.,+ R uS t,'�°i.'A i., ..�- I., ,t -1 M , •-gyp ^4 r aa, �i iY..-y P , A v5 L - :_., x V o'b,p F k.•:v x. ..g aF+i '"+:,Z r v x F #" .t t T,F rs€ a Tarr x r a� + r +• y= S i n e y + 6, • :• A:'d{ ar^F .,t,, '.rt•�• H,� r ,€ ,.� ..:$ . x "4r :, i2r'�.'`` +« �a 1- k s,.; p ,� .' ! r,f;i;, # .z,�r+ '#.',L,r}.�V- "' �a�r, g You `are so reminded at'ther4 000r�allomfuel�otl,tank,arthe 40QO,gasoline and �, �' z, � JOY."!fi �10,000j foil tankxat bi Cape Motors rnbst be} es ed> § � L. - ` r , r Yx t t far leaks by June 1, 19$5. " .. ti �4 l F z d rr _,{ 'yp i #a �#+ -•. t .e9+e a....r '*` r Rd ` K": sru r" ,t.;: ! i sc'; xz 3£'.:.a{t,4 s i^r4}. r' 'hry -`+`: a - .. ".." >f _ < i1t)t, y f•" " X.•� a,_ 4tr �,.�} `.s�+x.�+ .}J. _ zit y r # r�4 Vic. ,,.� �{ ;} g`„ a .yb «! .r '#:.%.?�t �`F`-w. 'S.",l aq S Y '} r,a x.,V,4,14 t•4�It,v , I y.. 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S<�. a., A•a )r.``# - r y�.,•4 1 y ' , � ?�,z ; 'te r•�.,y. iS�'3 ''; A#}F rf r �l'�, Y rt�L�.,,,_ t {X ><M s' ?"ei "wt ae.� x S,{F`!"' •z4"'. r. ` _` -„7''ro^' } Sar d, er k , �. ... a k. L y`'4•if {^�v. rVV:?Ss y y f�>{` m� ,'.j R f-_� r :r rr.5' ! : '3n.£i`+-':t r Y ....:: f 3-,I, �. 4, "°I " f^.. -_'A,,,,.._ x tp* x t,. pt ,*'I. s -. - a r '• 3 i r ..r.,". ir- t .. r fit; a. �''r r ,3 s, t f''�t u ra. z c �• "`i"•. V - rtC a _. �.�- t r `t= "i�1.. ,.A, �/x;c, A �:,� � { #+ £' �e� �. �'S.,S_;,.' � � tr ;,x 4,,,=E�:07 g d .�.. g ,.1s 4 „� ,' �a a.. ,t4� .c`` `.+.,r2.+r a... #a,b ,`* aY' ,�. .!- w...•rcdr + §b`" r "�,+ �iti.� `�'1- ' .. S. o tg (`t s o r, s. . _ 217404041amr DDh s a . . . .. ...- -. EDGAR S. BUNKER. P.E. Consulting &9ineer HIGH HEAD,BOX 237,N.TRURO,MA.02652 (617)487-1880 March 12, 1985 Mr. John M. Kelly, Director of Public Health Barnstable Board of Health 367 Main Street Hyannis, MA, 02601" Reference: Renovations to Mid-Cape Motors, Hyannis, Mass. Existing septic tank system (Re: Sewage Permit no. 83-1064) Dear Mr. Kelly: To add to our .telephone conversation of today (3-12-85) , please find the follow- ing outline as further clarification of our design. As discussed, reconnection of the existing toilet/wash room to. the existing waste system was based on the following parameters: 1. The existing and added maintenance bays will provide work space for an over- all of twelve (12) service bay personnel who will utilize the renovated _ toilet/washroom area. At the front of the existing building, the public and administrative personnel, etc. , will utilize existing toilet facilities that is not connected to the maintenance bay washroom waste system. 2. To provide for the twelve service personnel, and in accordance with the appropriate industrial catagory of the State Plumbing Code (1 water closet, 1 urinal), and DEQE Title 5 Code (15 gal./day/person),the renovated toilet/ washroom does not require an increase in fixture number or system capacity. Accordingly, the existing 1000 gallon septic tank and connected ameration chambers installed in 1983 was considered adequate for reconnection. 3. In keeping with the 10 foot minimum code requirement, the .existing septic tank will be a distance of 11± feet from the edge of the new slab-on-grade �I maintenance bay extension. Generally, the. architectural treatment of the toilet/washroom is considered renovation of a facility which presently exists and not an increased demand beyond capacity of the existing system. The major portion of the added main- tenance bay construction is for drive thru and work space for large automotive equipment. Please feel free to call me if lou�_may -n`eeda furthe Tinformation. Very truly yours, IEDAR� BUNKER, P.E. cc: Bill Fish, Mid-Cape Motors Peter Brown, Brown & Lindquist Architects