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0156 IYANNOUGH ROAD - HAZMAT
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" I..P � '. ...: iaro,.�,. -i.,FR. _...�..7......,..a, ,... ,� ..+�..,d..�.: , t e:..-kn,...... .,F^�.. .... >< .,,. _, .. ,: � �.. -.r r � .�-f .& t •�. � r .�e 'a . ..:. rr d... t, .�,,,... _., .k. ,� ..�. •,.f �.,: �a•.4 � ,a. ... ....r"�f. ,o_ s . eJ'�`. .a �3.a .s".. :#t, �� ti £r�>�' - M 'b.. °FtME T°{y Town of Barnstable Office:508-862-4644 Public Health Division Fax:508-790-6304 9 BARMASSBLE,g' 200 Main Street• Hyannis, MA 02601 i639 M `0 TOXIC AND HAZARDOUS MATERIALS INSPECTION REPORT rFOAy6 Business Name: a- Date: `�rJaO Location/Mailing Address: _ Contact Name/Phone: ` i _ 6 Inventory Total Amount: SDS: r License#: �� d Tier II : No Labeling: Spill Plan: Oil/WaterSeparator: NIA Floor Drains: A10 EmercIWcy Numbers: us Storage Areas/Tanks: `n u l �� CU Emergency/Containment Equipme W Waste Generator ID: Waste Product: Date&Amount of Last Shipment/Frequency: Licensed Waste Hauler&Destination: Other Waste Disposal Methods: 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. V Antifreeze Dry cleaning fluids — Automatic transmission fluid Other cleaning solvents&spot removers ngine and radiator flushes Bug and tar removers fluid (including brake fluid) V Windshield wash EEE]/Hydraulic otor 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: h0 Inspector: _ Facility Representative: rr WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS Number Fee P) 1192 THE COMMONWEALTH OF MASSACHUSETTS $150.00 Town of Barnstable Board of Health This is to Certify that Speedway #2442 156Iyannough 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 Town of Barnstable THE*oN� Regulatory Services Richard V. Scali, Director '* MENSewai s BTAU S BLE Public Health Division BARhSAOlL•CVIIERNLLF•CDNli•'ttAY.tl15 1639• ♦0 'uanays rus•OSFRVtIlE•wsrenxnsmt W �f0 MA'S A Thomas McKean, Director � 16 � ' 39 200 Maui Street, Hyannis,MA 02601 (� a Office: 508-862-4644 ` Fax: 508-790-6304 oil G'! 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 HOUSEHQLD QUANTITIES ARE REQUIRED TO OBTAIN AN ANNUAL PERMIT(RUNS JULY 1 st—JUNE 3 0th). 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 E / A late charge of$10.00 will be assessed if payment is not received by July 1st. J � I ASSESSORS MAP AND PARCEL NO. DATE 7/ gI� FULL NAME OF APPLICANT: Speedway#2442 NAME OF ESTABLISHMENT:_ 156 Iyannough Road Hyannis, MA ADDRESS OF ESTABLISHMEN• MAILING ADDRESS(IF DIFFERENT): sa8 SQL ��' ��'p l'l TELEPHONE NUMBER OF ESTABLISHMENT: S d g— 7 7 5 EMAILADDRESS: � S�"Ca,.,�QI��hC� S�ee�wgy, CDv►� SOLE OWNER: �/YES NO IF NO,NAME OF PARTNER: FULL NAME,HOME ADDRESS,AND TELEPHONE#OF: �3 7— W 3 — "93 CORPORATION NAME CLC Soo Sa�egy b,- E,��► �� 5�23 PRESIDENT TREASURER R d ti i d EctynLi CLERK. n �/ e'^ti�-I e +•� IF PREPARED BY OUTSIDE PARTY: SIGNATURE OF APPLICANT Name: Company Address Telephone#: Email: Q:1Apphcation Forms\HAZZAPP Revl6.docx Page 1 of 2 °p IKE►opt Town of Barnstable Office:508-862-4644 Public Health Division Fax:508-790-6304 B"nASS. 200 Main Street• Hyannis, MA 02601 �A 059. �0 'Foy° TOXIC AND HAZARDOUS MATERIALS INSPECTION REPORT [ Business Name: 50&ASLI _ Date: y tL Location/Mailing Address: 15 1 Glt1f10 � Lv _ t Ilb SPr►D��le�104 Contact Name/Phone: J Invento Total Amount: 00 1\ SDS: 0 h Dk. License#: Tier II : b Labeling: Spill Plan: i I PS Oil/WaterSeparator: NIA Floor Drains: Emergency Numbers: Storage Areas/Tanks: Emergency/Containment Eq�ment: O t Waste Generator ID: Waste Product: Oil Date&Amount of Last Shipment/Frequency: rA 5e Licensed Waste Hauler&Destination: Other Waste Disposal Methods: 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 apd disposal of 111 gallons or more requires a license from the Public Health Division. `V/ Antifreeze Dry cleaning fluids Automatic transmission fluid Other cleaning solvents&spot removers Engine and radiator flushes Bug and-tar removers ydraulic fluid (including brake fluid) Windshield wash (p —::::: �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: D 1"eCY lP/tfc.AS ��S �`n►r✓ Inspector: Facility Representative: WHITE COPY- HEALTH DEPARTMENT/CANARY COPY- BUSINESS IME rok� Town of Barnstable Office:508-862-4644 Public Health Division Fax:508-790-6304 • BARMS�LE.$ 200 Main Street• Hyannis, MA 02601 TOXIC AND HAZARDOUS MATERIALS INSPECTION REPORT Business Name: 5 PUAO Date: t1q 1 Location/Mailing Address: A = aKv►o� 28 �'2+��� eve 2��5�i7 Contact Name/Phone: Inventoty Total Amount: ^- 100 al SDS: - 6,01 -e, License#: I L 2- /4-4 3 Tier II : o Labelina: K 5-c-e- hokL y,l v v.�> Spill Plan: Oil/WaterSeparator: Floor Drains: KJ o Emergency Numbers: & Storage Areas/Tanks: 2' 10 0b 0 a Qg o1,vuL, Emergency/Containment Equipment. I000ric5 C Waste Generator ID: It h � Waste Produc : Date&Amount of Last Shi ment/Fre uenc : Licensed Waste Hauler&Destination: Other Waste Disposal Methods: LIST OF TOXIC AND HAZARDOUS MATERIALS IV o Wlct a.! CAI kN,-� i.�A- 5 I-A C-e—1 a'i+ yt5 �o,ti 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. ✓ Antifreeze Dry cleaning fluids JAutomatic transmission fluid Other cleaning solvents&spot removers Engine and radiator flushes Bug and tar removers Hydraulic fluid (including brake fluid) --� Windshield wash �— Motor oils Miscellaneous Corrosives Gasplipe,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: b`kcX 5 S- Ga,S,c- A.o�- &yy..\c� -A o t , Lryrs�.0 20- R a 1 rQc,��,,` ,,,� ���� 2� ORDERS: \ Ahck kS v 1 v 4 Jzz<k Cv q f-C�S o e 1V" Qovt a 1 v. v INFORMA ION/RECOMMENDATIONS: 4L vvt.. 9 1Il V1 I JhA It -A, A. o,t v,.- o 1, ar v ZV Inspector. 4 Facility Representativ&— WHITE COPY- HEALTH DEPARTMENT/CANARY COPY-BUSINESS °FIKErok4• Town of Barnstable Office:508-862-4644 Public Health Division Fax:508-790-6304 • BARMARLE,MASS. ' 200 Main Street• Hyannis, MA 02601 '0'FOM &`0 TOXIC AND HAZARDOUS MATERIALS INSPECTION REPORT Business Name: � � 2`�y Z Date: 3 30 / Location/Mailing Address: 4h nov a�r S Contact Name/Phone: Inventory Total Amount: '`'�fl �1� 5SqL1 °�{Jov MSDS: 7�� l icense#: I aI- Tier II : N I A Labeling: Ca.Aa.1 r ww5�2 o -1�,� pig I�: 2 5 Oil/Water Separator: 01 p Floor Drains: r d Emergency Numbers: 'ye- Storage S Areas/Tanks: I-e X 111, ,r ilk Av�' b &nRiU Emergency/Containment Equipment: 50 1\ J �� ao,nti 4 6 oc�ke� b Waste Generator ID: Waste Product: < < S VA — Date&Amount of Last Shipment/Frequency: Licensed Waste Hauler&Destination: Other Waste Disposal Methods: LIST OF TOXIC AND HAZARDOUS MATERIALS t✓D��D�a�� Goy��p�i�vtc� 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. Antifreeze Dry cleaning fluids Automatic transmission fluid Other cleaning solvents&spot removers Engine and radiator flushes Bug and tar removers Hydraulic fluid (including brake fluid) Windshield wash 4 Motor oils 2(,o 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 1 Miscellaneous Flammables I Fertilizers Floor&furniture strippers PCB's Metal polishes Other chlorinated hydrocarbons Laundry soil &stain removers (including carbon tetrachloride) (includin bleach) Any other products with "poison labels" �o11ot41V P aOLOVAZ Der�►� �Y-VAave� (including chloroform, formaldehyde, vkGo►^A i lw oq.7"-+ 'e,� s hydrochloric acid, other acids) D j�' a I' VIOLATIONS: ��dCd�)s.tivl kz-c,a1 2 Vlt7C -- row v�O tiS �o'ti- or` ORDERS: 1rPK5k W 2 INFORMATION/RECOMMENDATIONS: nit a v-t -1 s� is J<eakvavLa, VA vt h aX'ea • .e W -►ti ►k I 11L u"5w— • 6JI-LNt- s 0 111 Wks 15Wahl o 5 k k '0QL kU-t a- Ce ot/c r V, Inspector: �4- jyL, s eat v W k� �' s``'a Vc-Facility Representative: � �• �?.� GO 1Zy OI rtc.o<�J�'ctawt 5-�J•M� A awt�`p.,1y �a�c�� d�l S po Sa.� , ��Sv ��x WHITE COPY- HEALTH DEPARTMENT/CANARY COPY-BUSI SS °FIKE Town of Barnstable Office:508-862-4644 Public Health Division Fax:508a90-6304 BARMS�LE.g` 200 Main Street• Hyannis, MA 02601 �prEO MP+a,O TOXIC AND HAZARDOUS MATERIALS INSPECTION REPORT Business Name: 2S5 Date: Location/Mailing Address: IgY,ei 15 Contact Name/Phone: Sob -�"lS-3/b8 Bt'�a,nvta stvice C� Inventory Total Amount: kl- AL MSDS: DA110, Co Oc-,&, License#: 11,33 Tier II : 10 Labeling: eA-kaLi\ 6)X Spill Plan: --yD� S Oil/WaterSeparator: NIA4 Floor Drains: t�D (Emergency Numbers:�G� Storage Areas/Tanks: - V0 4< "�, el 4- Emergency/Containment Equipment: 6a \\ .'C w. b At I I&Q< Ja,%W-klo- 01 SVV l I -if l(5 Waste Generator ID: Waste Produc : f6rvVqwmvi4 2 •wale Date&Amount of Last Shipment/Frequency; v,-LZ AJQ 2 a1 Licensed Waste Hauler&Destination: Other Waste Disposal Methods: 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. 11 Antifreeze 15 1V 11A 6 Dry cleaning fluids t Automatic transmission fluid 1 Other cleaning solvents&spot removers Engine and radiator flushes Bug and tar removers Hydraulic fluid (including brake fluid) _' D Windshield wash ZO �j Motor oils 1.S +°I Miscellaneous Corrosives Gasoline,jet fuel, aviation gas Cesspool cleaners Diesel fuel, kerosene, #2 heating oil Disinfectants Miscellaneous petroleum products: n0 Road salts %00110 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 1 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: MO 1615Q& 0 l w Inspector:—T' LC1\k-\`-e, Facility Representative: WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS Date: TOWN OF BARNSTABLE 3 y//Y- TOXIC AND HAZARDOUS MATERIALS REStVRAPION FORM NAME OF BUSINESS: eS5 t' Ss 6a.6 aAi-, yl, BUSINESS LOCATION: /,Sov ti.0,v115 INVENTORY MAILING ADDRESS: TOTAL AMOUNT: TELEPHONE NUMBER: S08-7-7,5- 3/toS INr i; J 4s CONTACT PERSON: 1'1 q os• e+ti o i0 �, v(�G'o!/occ)v EMERGENCY CONTACT TELEPHONE N MBER: MSDS ON SITE? TYPE OF BUSINESS: a 45 ion- .0KV--2 r-e-✓ile- S-f'or� o•ti1�►� INFORM ATION / REC MMENDATIONS: Vs�► 11 12►-l-> �bsor -✓r�-s ov-L. Fire District: I 2YLt,��c' o t4 N/C17t11 S i S ov, Q e— s 3 ,k 14 LXmac. K.Ni6ACI 1 1 0 V, O 11.0t.Jv - Waste Transpo at: Last shipment of hazardous waste: Name of Hauler: Destination: Waste Product: voc, Coyl d rk)KM " Licensed? Yes No vvvl f Ch` ✓ et/cpvn U� NOTE: Under the p ovisio s 1 ,�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 Antifreeze (for gasoline or coolant systems) Miscellaneous Corrosive Antifreeze ❑ USED Cesspool cleaners Automatic transmission fluid Disinfectants Engine and radiator flushes Road salts(Halite) Hydraulic fluid (including brake fluid) Refrigerants Z T r Oils Pesticides EW ❑ USED (insecticides, herbicides, rodenticides) Gasoline, Jet fuel,Aviation gas Photochemicals (Fixers) Diesel Fuel, kerosene,#2 heating oil ❑ NEW ❑ USED Miscellaneous petroleum products: grease, Photochemicals (Developer) lubricants, gear oil ❑ NEW ❑ USED Degreasers for engines and metal Printing ink Degreasers for driveways&garages Wood preservatives (creosote) Caulk/Grout Swimming pool chlorine 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) 3 Miscellaneous. Flammables t Other products not listed which you feel Floor&furniture strippers J may be toxic or hazardous (please list): - Metal polishes Laundry soil &stain removers (including bleach) Spot removers&cleaning fluids (dry cleaners) Other cleaning solvents Bug and tar removers 5(p Windshield wash WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS Applicant's Signature Staff's Initials d ' CERTIFICATE OF STORAGE TANK SYSTEM TESTING Crompco, LLC dig 1815 Gallagher Road Phone:(610)278-7203 CROMPIC© Plymouth Meeting, PA19462 Fax: (610)278-7621 Work Order#464229 IClientinformabon Date:Tue Mar 22nd, 2016 Speedway LLC(Mike Matri) Speedway LLC Reason:ComplianoeRetest Invoice#637672 Compliance:Yes Permit# 156 lyannough Rd. P.O.#400000072 County:Barnstable State I D: 1093 Testing was conducted in accordance with all applicable portions of Federal, NFPA, and local regulations. Test Result Monitor Inspection Pass PARTS:Sensor MISCELLANEOUS FIELD SERVICES: First Hour Travel/Labor/Truck(2) Joe Loughrey Veeder R oot C erti fi cati on#A2 7007 API Worksafe Safety Key#65718889 MA 3rd Party UST Inspe/ctor R eg i strati on#1198 James Dee API Worksa%Safety Key#45323844 L I F Crompco, LLC Speedway 156 lyannough Rd. Facility/Agency Copy 1815 Gallagher Road Phone:(610)278-7203 Hyannis, MA02601 Site#2442/WO#464229 Plymouth Meeting, PA 19462 FAX:610-278-7621 State ID: 1093 Tue Mar 22nd,2016 MONITORING SYSTEM CERTIFICATION This form must be used to document testing and servicing of monitoring equipment. Aseparate certification or report must be prepared for each monitoring system control panel by the tech n i d an who performs the work.A copy of this form must be provided to the tank system owner/operator.The owner/operator must submit a copy of this form to the local agency regulating LIST orAST systems within 30 days of test date. A.G en era I Information Facility Name:Speedway Bldg.No.:2442 Site Address:156 lyannough Rd. City:Hyannis Zip:02601 Make/Model of Monitoring System:Veeder Root TLS350 Date of Testing/Servicing:2016-03 22 B.Inventory of EquipmentTested/Certified Check the appropriate boxes to indicate spedfic equipment inspected/serviced. Tank ID:001 (Regular) Tank ID:002(Premium) p I._.P In-Tank Gauging Probe.Model: 171 In-Tank Gauging Probe.Model: Annular Space or Vault Sensor.Model:Tri-State WAnnular Space or Vault Sensor.Model:Tri-State W Piping Sump/Trench Sensor(s).Model:Discriminating ry—JI Piping Sump/Trench Sensor(s).Model:Discriminating r Fill Sump Sensor(s).Model: 17 Fill Sump Sensor(s).Model: Mechanical Line Leak Detector.Model: L ?Mechanical Line Leak Detector.Model: Electronic Line Leak Detector.Model: r Electronic Line Leak Detector.Model: Tank Overfill/High-Level Sensor.Model: I~I Tank Overfill/High-Level Sensor.Model: Other(specify equipment type and model in Section E). r Other(specify equipment type and model in Section E). Are there dispensers present? Yesl-!No Dispenser ID: 1/2(MPD) Dispenser ID:3/4(MPD) r Dispenser Containment Sensor(s).Model:Discriminating W Dispenser Containment Sensor(s).Model:Discriminating MA Shear Valve(s). r--J Shear Valve(s). Dispenser Containment Float(s)and Chain(s). Ij—Dispenser Containment Float(s)and Chain(s). Dispenser ID:5/6(MPD) r—Dispenser Containment Sensor(s).Model:Discriminating Shear Valve(s). MJ Dispenser Containment Float(s)and Chain(s). C.Certification-I certify that the equipment identified in this document was inspected/serviced in aocordancewith the manufacturers. guidelines.Attached to this Certification is information(e.g.manufacturers'checklists)to verify that this information is correct and a Plot Plan showing the layout of monitoring equipment.For any equipment capable of generating such reports, I have also attached a copy of the report;(check all that apply): �System setup i-'JAlarm history report Technician Name(print): Signature: Joe Loughrey Certification No.:Veeder Root Certification#A27007 Testing Company Name:Crompco Corporation Phone No.:610-278-7203 Site Address:1815 Gallagher Road, Plymouth Meeting, PA 19462 Date of Testing/Servicing:Tue Mar 22nd, 2016 D. Results of Test ng/Servici ng Software Version Installed: 133 Complete the following checklist: Yes Is the audible alarm operational? Yes Is the visual alarm operational? Yes Were all sensors visually inspected,functionally tested, and confirmed operational? Yes Were all sensors installed at lowest point of secondary containment and positioned so that other equipment will not interfere with their proper operation? Yes lif alarms are relayed to a remote monitoring station, is all communications equipment(e.g.modem)operational? No For pressurized piping systems, does the turbine automatically shut down if the piping secondary containment monitoring system detects a leak,fails to operate, or is electrically disconnected?If yes:which sensors initiate positive shutdown?(Check all that lapply)M Sum p/Trench Sensors;r Dispenser Containment Sensors. Did you confirm positive shut-down due to leaks and sensor failure/disconnection?Ul Yes;W No;r_J N/A. N/A For tank systems that utilize the monitoring system as the primary tank overfill warning device(i.e.no mechanical overfill prevention valve is installed), is the overfill warning alarm visible and audible at the tank fill point(s)and operating properly?If so, at what percent of tank capacity does the alarm trigger?% If NA,then what is the Primary Method of Overfill: r Ball Floats6_6 Overfill Drop Tubesr'Other: Yes Was any monitoring equipment replaced? If yes, identify specific sensors, probes, or other equipment replaced and.list the manufadare7n—am-e- all re lacement arts in SbebAl No Was liquid found inside any secondary containment systems designed as dry systems?(Check all that apply)MJ Product;Mj Water If yes, describe causes in Section E, below. es a a se up reports, if applicable. MYes Is all monitoring equipment operational per manufacturer's specifications? Yes If lines double wall, are all secondary boots pulled back or Schrader valve stem s removed to allow free product flow to the sum p in the event of a primary pipe leak? E. Comments Replaced Regular STP sump discriminating sensor. F. In-Tank Gauging/SIR Equipment M7 Check this box if tank gauging is used only for inventory control. MI Check this box if no tank gauging or SIR equipment is installed. This section must be completed if in-tank gauging equipment is used to perform leak detection monitoring. Complete the following checklist: N/A Has all input wiring been inspected for proper entry and termination, including testing for ground faults? N/A Were all tank gauging probes visually inspected for damage and residue buildup? N/A Was accuracy of system product level readings tested? N/A Was accuracy of system water level readings tested? N/A Were all probes reinstalled properly? N/A lWere all items on the equipment manufacturer's maintenance checklist completed? *In the Section H, below,describe how and when these deficiencies were or will be corrected. G.Line Leak Detectors(LLD): 17 Check this box if LLDs are not installed. Complete the following checklist: N/A For equipment start-up or annual equipment certification,was a leak simulated to verify LLD performance?(Check all that apply) Simulated leak rater 3 g.p.h.;r 0.2 g.p.h.;r__J 0.1 g.p.h. N/A Were all LLDs confirmed operational and accurate within regulatory requirements? Yes Was the testing apparatus properly calibrated? N/A For mechanical LLDs, does the LLD restrict product flow if it detects a leak? N/A For electronic LLDs,does the turbine automatically shut off if the LLD detects a leak? N/A For electronic LLDs, does the turbine automatically shut off if any portion of the monitoring system is disabled or disconnected? N/A For electronic LLDs,does the turbine automatically shut off if any portion of the monitoring system malfunctions or fails a test? N/A For electronic LLDs, have all accessible wiring connections been visually inspected? N/A Were all items on the equipment manufacturer's maintenance checklist completed? *In the Section H, below,describe how and when these deficiencies were or will be corrected. H.Comments: Did overall monitor system testing pass? Pass l_ rpc Fixed �' Circuit t wl Vent �. Overfill Alarm co Q- Remote Fill S ATG �� FReerence Breaker J 3 N 3 D Brake Emergency Block Stage I w/ ( i Interstitial 5 Containment `y p Dis enser '�n CROMPCO' Stop Extractor :1 Sump g d O CP Test. /� Temp Well •. S r t R 1 Riser RII C� Stabon ,-• Installed ®M monitor Rectifier CD r Date: 2016-03-22 CD Anode lsxv STP Flapper Compass Q Well or OropTank Work Order#: 464229 Direction P CPJunction Remote 'p Location #: 2442 e Extractor a Box Tank 4x AAanway DW Fill a Dry Brake D i to I N I I CB -I -o cn ❑t ® X � a 40 I � °' N r v I N � �� V I N O ¢ 5 Fi TP DISP DISP DISP �, y v fp 0 I o � c �STP W OD S A N � I oa I �'J � � I � N _ CD ro A D '— — — — — — — — — — — — — — — — — — �— — — — — — — — — — — — — — — — — — — — N N LQ7 C � Q. N OQ C:) g 0 N N Crompco, LLC Speedway 156 lyannough Rd. , Facility/Agency Copy 1815 Gallagher Road Phone:(610)278-7203 Hyannis, MA02601 Site#2442/WO#464229 Plymouth Meeting, PA 19462 FAX:610-278-7621 State ID: 1093 Tue Mar 22nd, 2016 Site Diagram Labels 1:Block-Speedway 2:Tank-002 Premium 10000 3:Tank-001 Regular 10000 4:Dispenser-5/6 5:Dispenser-3/4 6:Dispenser-1/2 7:Road-Yarmouth Road 8:Road-lyannough Road(Rt.28) L CROMPCO IMPORTANT LEGAL DOCUMENTS March 28th, 2016 Speedway#2442 156 lyannough Rd. Hyannis, MA02601 Re: 2016 Compliance Test Results Crompco Work Order#464229 Test Performed on Tue Mar 22nd, 201E Dear Manager(Facility#2442): Enclosed are the 2016 Compliance Test Results for testing performed by Crompco for Speedway LLC.These test results are important legal documents that are required to be retained at your facility in the"Environmental Compliance Binder"in case an inspection would occur by a state or local agency.Upon receipt, please put the results in the binder as requested by Speedway LLC. The 2016 compliance tests performed at your facility are indicated below.For specifictesting detail, please refer to the enclosed test report. Tank(s) Line(s)and/or Leak Detector(s) Cathodic Protection X Monitor Inspection Vapor Recovery Other(See Report for Details) If you should have any questions regard ng the test results enclosed, please contact Crom pco at 1-800.646-3161. Sincerely, Francyne Klein Com pl iance Adm i n istrator CROMPco TEST RESULTS March 28th, 2016 Chief Harold S.Brunelle Hyannis Fire Dept. 95 High School Road Ext. Hyannis, MA02601 Test Results Dear Chief Harold S.Brunelle: Enclosed are copies of the test results performed by Crom pco at the location listed below.On behalf of our customer, these results are being submitted to you in accordance with the Commonwealth of Massachusetts Fire Prevention Regulations.Copies of the test results were also sent to the facility to be retained at the location in case an inspection would occur by a state or local agency. Crompco Facility# Address Test Date Work Order Tests) Performed 2442 156 lyannough Rd. Tue Mar 22nd, 2016 464229 Monitor Inspection Hyannis, MA02601 If you should have any questions regarding the tests enclosed, please contact Crompoo at 1.800-6463161. Sincerely, Francyne Klein Com pl iance Adm i n i strator i c 4 ! ♦ , M r Work Ticket#:464229 PO#:400000072 Address: 156 lyannough Rd.Hyannis, MA02601 Station#:2442 Service Date:03/22/2016 Quantity.Sold Part Name Manufacturer Part# Description i 1 Sensor Veeder Root 794380-322 Veeder Root Discriminating Dispenser Pan Sensor Service Details-" Crompcowas on site performing testing, repairs, calibration and/or inspections for the following reason: Compliance Retest Comments Gallons Pumped: Site Arrival Time: 13:15:00 Site Depart Time: 14:15:00 By signing this verification you are agreeing that Crompco LLC`performed various oompliance testing and/or repairs and replaced` parts as listed above. Printed Name Email Signature m au reen t ' #Signature captured #Refused to sign QNo one available to sign t L UNDERGROUND STORAGE TANK OPERATIONAL FACILITY INSPECTION FORM 1 1�p��oyt- This Quarterly Inspection is in Addition to All Other Monthly Release Detection and Testing Requirements Speedway tore Num r: 2"2 t Addt---�156 lyannough Rd C" : Hyannis County: Barnstable State: MA Zip Code: 02601-2029 Area Code&Phone Number: 508-775-3168 ........II,��v���fF� - Yes No N/A UC r01 .r. i ,f w a rrs ,; i ,rllyr' T, ''%r. iC► RWill ...r 1.Automatic Tank Gauge Monthly passing printout tape NDF NDF NDF NDF 2.Interstitial Sensors Monthly status record of normal or equivalent-Annual functional test NDF NDF NDF NDF 3.Water in Tank Monitor ATG for water alarm or check tank utilizing gauge stick and water paste NDF NDF NDF NDF a I ..i- 1.Tank Registration Verification of proper tank registration including proper certificate posting. NDF NDF NDF NDF 2.Tank Monitoring Systems Ensure system has power and is in a normal status with no alarms ]DFNDF NDF NDF 3.Submersible Sump Covers Ensure all covers are present,in good condition and seated firmly NDF NDF NDF 4.Electrical Ensure junction boxes are intact and no obivious wire breaks are visible NDF NDF NDF ANO 1.Interstitial Sensors Monthly status record of normal or equivalent-Annual functional test NDF NDF NDF NDF 2.Electronic Line Leak Detector If proof of annual 0.1 gph system leak test is performed,a fuctionality test of the leak detector is NDF NDF NDF NDF required onIV-If proof is not available a precision line test will also have to be perforated IN �m"s/��/lorr,,,* .5 „3.•,;Y.,, ,�....,> .,�:. _ ., a,.rx.,;.. ..,. -�., ,< ,vy,a. .t,r, 1.Pressurized Piping Components Ensure line leak detector is in place,if interstitial sensors are used,ensure they are positioned at the NDF NDF NDF NDF lowest portion of the submersible and dispenser sump 2.American Suction Ensure monthly monitoring is in place v, 3.Product Piping Inspect for obivious leaks,deformations,cracks or other abnormalities NDF NDF NDF NDF 1.Impressed Current System Monthly log with date,initials of inspector,hour,volt,amp,and power on verification-Triennial NDF NDF NDF NDF system test 2.Sacrificial Anode System System must be tested every 3 years. Last tested: Test due: NDF NDF NDF NDF 3.Internal Lining Must be inspected every 5 years. Last tested: Test due: NDF NDF NDF NDF RIMq ., f .�.� .,- ...e .. .. ram, .....,, - • ..a - _ 1.Impressed Current System Ensure rectifier has power and power light functions,observe and record volt,amp,and hour meter NDF NDF NDF NDF readinqs 2.Sacrificial Anodes If anodes and connections are visible in submersible or dispenser sumps,observe for obvious NDF NDF NDF NDF connection breaks of wirinq from steel components 1.Spill Protection Equipment Ensure spill containment is in place,clean,dry and no obivious cracks or tears NDF NDF NDF NDF rvv r a h. 'k s6 r'. �" €wk ",,�,' S✓s �7.'vsL " '�"�` r svr„ 1.Automatic Shutoff Ensure device is in place and free of restrictive items NDF NDF NDF NDF 2.Overfill Alarm Ensure device is in place and test function operates properly NDF NDF NDF NDF 1- t' �r7 Yes No N/A UC 181 y ��✓� �, � /- .�� i �'- j��s�.� ., c ,., � 1.Hose and Nozzle Components Observe for obivious leaks,cracks,and deformations. Ensure breakaway is installed ,/ 2.Under dispenser Ensure shear valve is in place and properly anchored. Observe for obvious leaks Ensure interstital V/ sensors if installed are positioned at the lowest portion Observe for obvious open electrical junction boxes or broken wiring Son 1.Emergency Shut-Off Ensure emergency shut-offs are accessible and have no oibivious damage NDF NDF NDF NDF 1.System Alarms Ensure any alarms have been reported as required by facility operations plan NDF NDF NDF NDF 2.Spills,Leaks,or Release Ensure any release has been reported as required by facility operations plan NDF NDF NDF NDF Remarks Remarks Needed if Unusual Conditions Exists: (Also include the date the owner was notified and actions taken) Verify that each monthly recordkeeping requirement on the 1st page has been accomplished by placing a checkbox in the blanks below Tank Leak Detection: Jan Feb Mar Apr May June July Aug Sept Oct Nov Dec Tank Interstitial Monitoring: Jan Feb Mar Apr May June July Aug Sept Oct Nov Dec ✓ ✓ Line Interstitial Monitoring: Jan Feb Mar Apr May June July Aug Sept Oct Nov Dec ✓ ✓ Impressed Current System: Jan Feb Mar Apr May June July Aug Sept Oct Nov Dec N/A N/A 1 certify under penalty of law that 1 have personally examined and am familiar with all information submitted in this and all attached documents,and that based upon my inquiry of those individuals immediately responsible for obtaining the information, 1 believe that the information is true, accurate, and complete. Signature of Designated Class B Operator: Date: 11/17/2016 Speedway LLC. store#2"2 Monthly UST Inspection/Tier 1 Report Facility ID#1093 1561yannough Rd Hyannis,MA Inspected: 01/31/2017 Printed: 02/16/2017 Inspected By:David Crossman - -- Blue labeled Waste Drum(non-RCRA)onsite.: No Drum Present Tank Gauge Stick Condition: Good Condition with marked eighth inch increments A TG 2442-ATG Condition All Functions Normal FMISpill Bucket Fill.SS-10-1(10)113 RUL- Fill Cap Condition Fill Cap and Gasket in Good Condition Fill Cover Condition Fill Lid Properly Painted and in Good Condition Fill Cover Seal Condition Seal Present and in Good Condition K1 Fill Inspection Not 1 Spill Bucket Cond 'on Spill Bu�ktUncleanable-No Waste Drum Present Overfill Protection Visua y 00 Fill.-SB-11-1(11)114 PUL- Fill Cover Seal Condition Seal Present and in Good Condition Fill Cover Condition Fill Lid Property Painted and in Good Condition Fill Cap Condition Fill Cap and Gasket in Good Condition K1 Fill Inspection IESpill Bucket Co 't�onS ill Bucket Uncleanable-No Waste Drum Present Overfill Protection Visually Good Tanks Sump Tank Sump:STP-10-1(RUL) STP Containment Sump Condition STP Sump No Product Present STP Cover Condition STP Cover Present and in Good Condition Tank Sump:STP-1 1-1(PUL) STP Containment Sump Condition STP Sump No Product Present STP Cover Condition STP Cover Present and in Good Condition Vapor Recove Vapor Recovery Unit.VR-10-1(RUL) Vapor Recovery Cap Condition Vapor Recovery Cap and Gasket in Good Condition Vapor Recovery Cover Condition Vapor Lid Painted Orange and in Good Condition Vapor Recovery Seal Condition No VR Seal Needed Dispensers Dispenser.1-2 Monthly UST Inspection 112 https://www.speedway-ids.com Speedway LLC. Store#2"2 Monthly UST Inspection/Tier 1 Report Facility ID#1093 156 Iyannough Rd Hyannis,MA Inspected: 01/31/2017 Printed: 02/16/2017 Dispenser Sump Condition Dispenser Sump No Product Present Meter Condition Meter is clean dry and sealed Dispenser.3-4 Dispenser Sump Condition Dispenser Sump No Product Present Meter Condition Meter is clean dry and sealed Monthly UST Inspection 212 httpsJAvww.speedway-ids.com Number Fee 1192 THE COMMONWEALTH OF MASSACHUSETTS $150.00 Town of Barnstable Board of Health This is to Certify that Speedway #2442 156Iyannough Road, Hyannis, HA 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.,CHO Director of Public Health l Town of Barnstable , �4& Inspectional Services BARNSTA LEFTHE fp CYSIUS ,L•cm?.in•.:Yu+xr ( Public Health Division �5 C`S liN.S-S�"'9-20Lla._34nA R5:E Xj • Nl 9 BAuSTABLE, Thomas McKean, Director PID r39p.i a 200 Main Street, Hyannis, MA 02601 M, 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 >�V SPA ch *A late charge of$10.00 will be assessed if payment is not received by July 1st. f5&P4-& 1. ASSESSOR'S MAP AND PARCEL NO. ! J,2 b -/$-I 2. IS THIS A PERMIT RENEWAL?X YES_NO. IF YES,SKIP QUESTION 3. 3. FOR ALL NEW PERMIT APPLICATIONS,INDICATE WHETHER BUSINESS HAS ZONINGBUILDING APPROVAL FOR HAZARDOUS MATERIALS STORAGE/USE OF • GREATER THAN HOUSEHOLD QUANTITIES (25 GALLONS)? YES NO. 4. FULL NAME OF APPLICANT: -- - --- ---- - 5. NAME OF ESTABLISHMENT: SPEEDWAY#2442 -`- 156 IYANNOUGH ROAD 6. ADDRESS OF ESTABLISHMENT: HYANNIS, MA 02601 7. MAILING ADDRESS (IF DIFFEREN -T FROM 8. TELEPHONE NUMBER OF ESTABLISHMENT: 9. EMAIL ADDRESS: V� (�Q 1!YaI (�I GJCi I/. am 10. SOLEOWNER: YES_XNO IF NO,NAME OF PARTNER: 11. FULL NAME,HOME ADDRESS,AND TELEPHONE# OF: CORPORATION NAME - PRESIDENT TREASURER CLERK 12. IF PREPARED BY OUTSIDE PARTY: NAME: TELEPHONE#: 0 COMPANY ADDRESS EMAIL: SIGNATURE OF APPLICAN DATE 051; 31 OI q Q:\Application Forms\Haz Mat App Revised 0 COUNINATOR L Number Fee 1238 THE COMMONWEALTH OF MASSACHUSETTS $150.00 Town of Barnstable Board of Health This is to Certify that Speedway#2446 792 Main Street, Osterville, MA Is Hereby Granted a License For: Storing or Handling 500 gallons or more of Hazardous Materials. -- -----------------------------------------------------------------------------------I----------------------------------------------------------------------- -------------------------------- _" "------ -----------------------------------------------------..----------------- ------------------------------------- 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.,CHO Director of Public Health Town of Barnstable �. � & THE Inspectional Services BARNSTABLE �p Tp w usrna=_• ;rm;i•crnm•rweie Public Health Division 9B, BLE, Thomas McKean, Director IIQ i639. 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 X, 'rK•. APPLICATION FOR PERMIT TO STORE AND/OR UTILIZES 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: $150.00J6� �r *A late charize of$10.00 will be assessed if payment is not received by July 1st. �GD;q1 1 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: i SPEEDWAY#2446 792 MAIN STREET 6. ADDRESS OF ESTABLISHMENT:: _ _ OSTERVILLE, MA 02655 k 7. MAILING ADDRESS (IF DIFFEREN rtcvivi-ass �vim:�D- j��C �S -"LITC G� �C�, 8. TELEPHONE NUMBER OF ESTABLISHMENT: $' qZ 'CJJ`1 7 9. EMAIL ADDRESS: Qnev). .Q com 10. SOLEOWNER: YESXNOO IF NO,NAME OF PARTNER: 11. FULL NAME,HOME ADDRESS,AND TELEPHONE#OF: CORPORATION NAME 52tbdWOV PRESIDENT TREASURER CLERK 12. IF PREPARED BY OUTSIDE PARTY: NAME: TELEPHONE#: COMPANY ADDRESS EMAIL: SIGNATURE OF APPLICAN OR ATE 6 la3Igo 1 Q:Wpplication Forms\Haz Mat App Revised.09-0 N5� A Number Fee 1192 THE COMMONWEALTH OF MASSACHUSETTS $15o.00 Town of Barnstable Board of Health This is to Certify that Speedway #2442 I56Iyannough 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 zoo if Vwoorf Barnstable eg atory ervices Richard V. Scali,Director oF'THE o Public Health Division BARNSTABLE ■AENMBLE. = Thomas McKean, Director nzaS 0.v"�1639-014as BNwSrneE 9`l'AT10 639. p`� 200 Main Street, Hyannis,MA 02601 �77g 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 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 X V•S *A late charge of$10.00 will be assessed if payment is not received by 1. ASSESSOR'S MAP AND PARCEL NO. 2. IS THIS A PERMIT RENEWAL?X YES_NO. IF YES, SHIP QUESTION 3. 3. FOR ALL NEW PERMIT APPLICATIONS,INDICATE WHETHER BUSINESS HAS ZONING/BUILDING APPROVAL FOR_HA7,AR-nnTTC MA_T_LD_IAT_Cr.c-rr_�r+. .- • GREATER THAN HOUSEHOLD QU i ` 4. FULL NAME OF APPLICANT: i SPEEDWAY#2442 156 IYANNOUGH ROAD - 5. NAME OF ESTABLISHMENT: HYANNIS, MA 02601 6. ADDRESS OF ESTABLISHMENT: 7. MAILING ADDRESS (IF DIFFERENT FROM ABOVE'-PO&rt irN6•Spr-1tiQ "I�fGt• (Dff q�0 8. TELEPHONE NUMBER OF ESTABLISHMENT: (608) '7 7.:5,3 J 429 9. EMAIL ADDRESS: -Sl s,±eyP)i S a�)�eectui j . caw- 10. SOLEOWNER: YES_KNO IF NO,NAME OF PARTNER: 11. FULL NAME,HOME ADDRESS,AND TELEPHONE#OF: CORPORATION NAME PRESIDENT TREASURER CLERK 12. IF PREPARED BY OUTSIDE PARTY: NAME: TELEPHONE#: • COMPANY ADDRESS EMAIL: SIGNATURE OF APPLICANT ATE 65-N'AN Q:\Application Forms\HAZMAT APP 2017 REVI D.do"UCENSE C00 INN{0R ry Number Fee 1192 THE COMMONWEALTH OF MASSACHUSETTS $150.00 Town of Barnstable Board of Health This is to Certify that Speedway #2442 156Iyannough Road, Hyannis, MA Is Hereby Granted a License For: Storing or Handling 500 gallons or more of Hazardous Materials. -------------------------------------------------------------------------------------------------------------------------------- ------------------------------- -------------------------------------------------------------------------------------------------------------------------------------------------------------------- This license is granted in conformity with the Statutes and ordinances relating there to, and and expires 06/30/2018 unless sooner suspended or revoked. ---------------------------------------- PAUL J.CANNIFF,D.M.D,CHAIRMAN DONALD A.GUADAGNOLI,M.D. 07/01/2017 JUNICHI SAWAYANAGI THOMAS A.MCKEAN,R.S.,CHO Director of Public Health .,,T:ZTHd.). OZ OZ Nfif P� TRowrl�of B nstable egu atory emces Richard V. Scali,Director oFtHE % Public Health Division BARNSTABIE • BARNBI'A$LE. - Thomas McKean, DirectorMARZ BRA,V'r ASSE,CEffl$IMi£t4'NfivlYq;7fi13 °"�' plF1659. A 200 Main Street,Hyannis,NLA 02601 Office: 508-862-4644 �D/T~C?- d//vQ 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 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 19 *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: SppPri I)o,�.j L L C- 5. NAME OF ESTABLISHMENT: 5Qee�I,)Ckq ��}q� 6. ADDRESS OF ESTABLISHMENT: _)S(o an no ua h Rd N\j ann r s•MA v L-a.699 PO (60X ef o - L ic _e �pf 7. MAILING ADDRESS(IF DIFFERENT FROM ABOVE: Sort])meld • ON ssD I 8. TELEPHONE NUMBER OF ESTABLISHMENT: 9. EMAIL ADDRESS: SI SAC,, P Y15 0 10. SOLEOWNER: YES)LNO IF NO,NAME OF PARTNER: 11. FULL NAME,HOME ADDRESS,AND TELEPHONE#OF: CORPORATION NAME D-0— u7Ca!4 L-LL 93 q(2,—rl3�oZ PRESIDENT S r 45V1491 TREASURER . n,014 CLERK r 2 I SSD• Li C c� (Q� 12. IF PREPARED BY OUTSIDE PARTY: NAME: TELEPHONE#: COMPANY ADDRESS EMAIL: /\ SIGNATURE OF APPLICANT GATE — �\ C:\Users\Decollik\AppData\Loca]\MicrosoR\Windo s\Temporary Inte net Files\Content.Outlook\BMQD49H2\HAZMAATTCA PPP 201 REVISED.docx LICENSE COORDINATOR Number Fee 1192 THE COMMONWEALTH OF MASSACHUSETTS 1oo.00 Town of Barnstable Board of Health This is to Certify that Speedway #2442 156Iyannough 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 Town. of Barnstable as Regulatory Services • � Richard V.Scali,Director ` AM Public Health Division Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Offiec: 508-862-4644 Fax: 508_790-6304 Application Fee:$1o0.00 ASSESSORS NIAP ANT)PARCEL NO. 300' "1 5 I DATE APPLICATION FOR PERMIT TO STORE AND/OR UTILIZE MORE TBAN 111 GALLONS OY HAZARDOUS MATERIALS FULL NAME OF APPLICANT Hess Retail Operations,LLC NAME OF ESTAI3LIS]iM.t;NF Geeeau aLj L�l{a Springfield OH 45501Hicen'slng Dept 732-750- ADDRESS OF +ST.ABLXSIQUENT 732-352-6623(fax) 9-A JFLAHERTYLeSPEEDWAY.COM TF,LEPITONE NUMBER SOLE OWNER: ✓ YES NO IF APPLICANT LS A PA.RTNERSW,FULL NAME AND H PARTNERS: OB ADDRESS OF ALL IF APPLICANT IS A CORPORATION: FED..FRAL,IDENTIFICATION NO. STATE OF INCORPORATION FULL NANCE AND IIOME ADDRESS OF: � Andrew Bernstein,Ass't Sec PRESIDENT '38 Dexter Rd, E Brunswick, NJ 08816 TREASURER CLERK SIGMA TURD:OF APPLICANT_ IIOM ]tEfiTRICTYONS: 'ADDRESS I-IUl,1'IE TEI.EPIfONE# �/ C:%-0he\1'emp0rary Internet Piles\0T—X D31HAZAPP Rey2015.DOC License Coordinator 8/T'd 00b226989TSTT2b0b20:0l b02906L80ST Hi-ldSH 1SN�Id8:wcJd bO:bT ST02-LT-Nnf l nr Town of Barnstable Office: 508-862-4644 Fax: 508-790-6304 n Regulatory Services Department • saxrnst Public Health Division Mom. Thomas A.McKean,CHO Nw �` 200 Main Street, Hyannis, MA 02601 Payment Receipt 'Hazardous Materials Payment received: $100.00 (Check) on 7/1/2015 Check number:number: 0201674444 Check amount: 4$ 00.00 Name on check: Hess Retail Operations LLC !Business: Speedway 2442 Owner: HESS RETAIL STORES LLC 1Address: 156 IYANNOUGH ROAD/RTE 28, Hyannis i l Number Fee 1133 THE COMMONWEALTH OF MASSACHUSETTS 1oo.00 Town of Barnstable Board of Health This is to Certify that HESS #21248 156 IYANNOUGH 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 l r - 03/12/2014 11:23 5087750159 HESS 21243 PAGE 02 Town of Barnstable Barnstable Regulatory Se ces Department Public Health Division � � rAM(M w �. 200 Main Strut, Hyannis MA.02601 2007 Office: 508-862-4644 ThOMM F.Geiler,Director FAX: 508.790.6304" Thomas A.McKean,CHO Application Fee: $100.00 ORS MAP AIND PARCEL NO, J� t`J�^DATE ASSESSORS .�. APPLICATION FOR PERMIT TO STORE ANDIQR UTILIZE MORE THAN III GALLONS OF HAZARDOUS MATERIALS FULL NA31 E OF APPLICANT \-\C'SS C O r'P NAME OF ESTABLISiEUKENI' �\e a ADDRESS OF ESTABLISEWNT TELEPHONE NUMBER SOLE OWNER: / YES NO IF APPLICANT IS A PARTNERS ,FULL NAME AND HONM ADDRESS OF ALL PARTNERS; Hess Corporation I ¢�Pe� P herty Woodbridge, NJ 07095 jflaherty@hesS.COM IF AP7PL,ICANT IS A,CORPORATION: FEDERAL DAENZ'MICATION NO, STATE OF INCORPORAT-TON FULL NAME AND HOME ADDU$S O : PRESIDENT ��,n -�,�,r TREASURER — CLERK Z— S(GNATURE Of PPLICA N� RESTRICTIONS., HOMIE ADDRESS HOME TELEPHONE# I mess Plaza / I Flaherty Woodbridge, NJ 07095 J;VnSpeedon handours\Haz Mat App1icafp0n20R.D0C 732-750-6350 iflaherty@hess.Com �t Number Fee 1133 THE COMMONWEALTH OF MASSACHUSETTS $1oo.00 Town of Barnstable Board of Health This is to Certify that HESS#21248 156 IYANNOUGH ROAD, 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 6/30/2014 unless sooner suspended or revoked. ---------------------------------------- WAYNE MILLER,M.D.,CHAIRMAN PAUL J.CANNIFF,D.M.D. 3/24/2014 JUNICHI SAWAYANAGI THOMAS A.MCKEAN,R.S.,CHO Director of Public Health 4 � �33 tad 03/12/2014 11:23 5087750159 HESS 21243 PAGE 02 Town of Barnstable Barnstable Regulatory Services Department _ Public Health Division I � �.. 200 Main Street, Hyannis M.A,02601 2007 Offte: 508-862-46" Thomas P.Geiler.Director FAX: 508.790-6304 Thomas A.McK—,C140 Application Fee: $100.00 ASSESSORS MAP AND PARCEL NO, vats-1 S I _DATE J I g I 1 y APPLICATION FOR PERMIT TO STORE AND/OR UTILIZE MORE THAN III GALLONS OF HAZA ]►OUS MATER,IAES FULL NAME OF APPLICANT ae SS C o r P NAME OF ESTABLISHMENT \\ess a a g ADDRESS OF ESTABLISHMENT TELEPHONE NUMBER V] 31S SOLE OWNER: _✓ YES NO ' I IF APPLICANT IS A PARTNERSHIP',FULL NAME AND HOW ADDRESS OF ALL rr4,\\" r- PARTNERS: Hess Corporation Flaherty Woodbridge, N] 07095 73.2 =v3 - jflaherty@hess-corn IF APPLICANT IS A CORPORATION, FEDERAL IDEN )YXCATION STATE OF INCORPORATION FULL NAME AND HOME ADDRESS O : PRESIDENT1+e� �q\AwW +n �5-Tower IrOUNAa« b r aerroroSv,)1e nS TREASURER CLERK SIGNATURE OF XPPLICANT RESTRICTIONS! HOW ADDRESS HOME TELEPHONE# ^� I Mess Plaza Flaherty Woodbridge, NJ 07095 J;linspection hsndoutfflaz Mat Application2008.A0C 732-750-6350 jflaherty@hess.com 1 1 T Section: Number: environmental RELEASE RESPONSE PLAN F-3 manual Subject: RETAIL OPERATIONS SPILL NOTIFICATION PROCEDURE RESPONSIBILITY: • STATION MANAGER • Required for all Stations(except New Jersey and Broward County, FL) r Date: Page: February, 1999 1 of 6 Section: Number: environmental RELEASE RESPONSE PLAN F-3 manual Subject: RETAIL OPERATIONS SPILL NOTIFICATION PROCEDURE AMERADA HESS CORPORATION RELEASE RESPONSE PLAN HESS STATION NO.: CITY, STATE: TABLE OF CONTENTS SECTION PAGE SPILL NOTIFICATION FLOW CHART 3 EMERGENCY TELEPHONE NUMBERS 4 RESPONSIBLE PERSONS'NAMES AND TELEPHONE NUMBERS 5 SPILL NOTIFICATION PROCEDURE 6 SAFETY REQUIREMENTS APPENDIX A FINAL SPILL REPORT APPENDIX B Date: Page: February, 1999 2 of 6 L PERSON CONFIRMING SPILL FIRE DEPARTMENT (if necessary) STATION MANAGER MARKETING REPRESENTATIVE DIVISION MANAGER/REGION MANAGER . (Ensures Completion of Final Spill Report [AHC 20291 and Environmental Incident Report [AHC 3297]) CORPORATE ENVIRONMENTAL RETAIL MAINTENANCE AFFAIRS DEPARTMENT (Immediate Notification) (If necessary) GOVERNMENT EMERGENCY SPILL AGENCIES CONTRACTOR (If necessary) environmental Section: Number: RELEASE RESPONSE PLAN F-3 manual Subject: NAIL OPERATIONSSPILL NOTIFICATION PROCEDURE EMERGENCY TELEPHONE NUMBERS LOCAL FIRE DEPARTMENT Name: Emergency Phone Number: LOCAL POLICE DEPARTMENT Phone Number: AMERADA HESS CORPORATION Emergency Phone Number: (732) 750-6000 Ask for Marketing Representative or Division Manager Marketing Representative or Division Manager to contact Corporate Environmental Affairs Dept. at(732) 750-6000 (and Retail Maintenance Department, if necessary). HEALTH DEPARTMENT Phone Numbers(Local/Municipal): (County): STATE GOVERNMENT AGENCIES: Connecticut Dept.of Environmental Protection: (203)566-3338 Connecticut State Police: (203)566-4240 Florida Dept.of Environmental Regulation: (904)413-9911 Georgia Dept.of Natural Resources: (404)656-4300 Maryland Department of Environment (410)631-3442 or after hours (410)631-4409 Massachusetts Dept.of Environmental Protection: (617)292-5500 Massachusetts State Police(after office hours): (617)566-4500 New York Dept.of Environmental Conservation: (518)457-7362 Pennsylvania Dept.of Environmental Resources: (717)787-4343 Rhode Island Dept.of Environmental Management: (401)277-3070 South Carolina Dept.of Health and Environmental Control: (803)734-5331 Emergency Response Division(after office hours): (803)253-6488 Virginia Water Control Board (804)527-5200 or after hours (804)674-2400 Date: Page: February, 1999 4 of 6 y environmental Section: Number: RELEASE RESPONSE PLAN F-3 manual Subject: RETAIL OPERATIONS SPILL NOTIFICATION PROCEDURE RESPONSIBLE PERSONS ALL PERSONS CAN BE REACHED BY CALLING (908) 750-6000 MARKETING REPRESENTATIVE: DIVISION MANAGER: OPERATIONS MANAGER: VICE PRESIDENT, RETAIL OPERATIONS: RETAIL MAINTENANCE DEPARTMENT: CORPORATE ENVIRONMENTAL AFFAIRS DEPARTMENT: Date: Page: February, 1999 5 of 6 environmental Section: Number: RELEASE RESPONSE PLAN F-3 manual Subject: NAIL OPERATIONSSPILL NOTIFICATION PROCEDURE SPILL NOTIFICATION PROCEDURE CONFIRMED RELEASE OR SURFACE SPILL- IMMEDIATE ACTION REQUIRED: 1) Activate "Emergency Shut-Offs". Switch off all fuel products circuit breakers. Call and request assistance from the Fire Department if any potential fire or vapor hazard exists. Secure site. Ensure customers and vehicles remain at a safe distance from the spill area. Mitigate any fire, safety or health hazard. 2) Control and contain spill utilizing spill container kit as follows: a) Open spill container. b) Remove appropriate absorbent, gloves,boots and disposal bag. c) Put gloves and boots on, and immediately place absorbent pads over area of spill and in front of any storm drain in the area of the spill. d) Take used absorbent and place in disposal bag (In the event of a large spill, all used absorbent should be placed in the spill container. Secure top and place container outside for pick up). e) Wipe down gloves and boots and return to spill kit container. NOTE: Your responsibility is to act in a defensive manner. You must stay out of the spill. Approach the spill from upwind and avoid breathing flammable vapors. 3) NOTIFY ALL APPROPRIATE PERSONNEL IMMEDIATELY ACCORDING TO THE FLOW CHART. 4) Marketing Representative must complete a "Final Spill Report", FORM AHC 2029 (APPENDIX B) immediately and forward copies to the Environmental Affairs Department and Division Manager. 5) Replace spill cleanup container and materials immediately following use. Label used containers with a dated hazardous waste sticker. 6) Marketing Representative should call the Retail Maintenance IVR system for waste disposal pick- up(if necessary). Date: Page: February, 1999 6 of 6 St VjO 257730, Feb 24th, 2010 Page 1 of 25 CERTIFICATE OF UNDER GROUND STORAGE TANK SYSTEM TESTING Crompco, LLC 1815 Gallagher Road Phone: (610) 278-7203 CRO Plymouth Meeting, PA 19462 Fax: (610) 278-7621 Work Order #257730 Client Information Location #21248 Date:Wed Feb 24th, Hess Corporation(Accounts Hess Service Station' 2010 Payable: Non-Compliance) 156 Iyannough Rd. Reason:Maintenance Invoice #254052 Hyannis, MA 02601, Compliance:No Permit# County:,Barnstable P.O.#25422875 Testing was conducted in accordance with all applicable portions of Federal, NFPA, and local regulations. Miscellaneous Inspections Test lResult MA Compliance Inspection IPass Comments Performed MA 3rd Party Inspectiion C:2,A Brett Vignali http://portal.crompco.com/workorderpop.php?workorderid=257730&photos=l&rview=l 12/31/2010 Fixed Circuit Vent � C3 Remote Fill { ATG -- Road r-C Reference E' BBreakery °, Chrerfifl Alarm C,sll .O Emergency 5t 1 w Containment: p Dry Brake Stop y D Block to_r 0. Interstitial Sump Dispenser N C 'i�i`/ICCC p Riser Fail c° 5 atiCP an Installed l ®, Monitor ..:..' Rectifier w Date: 2010-02-24 � o CA j Anode 1 11 STP' Flapper AN We11 0; Drop Tank Work Order #: 257730 ' Direction Compass p O CD Extractor , Munction Tank �w fallanw Remote n Location : 21248 ❑ Box �} �` D4Y Fill � Dry Brake � CD N O I O a a v O 4 5 6 TP C3 < O � pl5p DISP DISP -r O � I I sTP � � a u I N UQ Ci N N — — — — — — — — — — — — — — — — — — — �— — — — — — — — — — — — — — — — — — — — �.-. N O c!i I St.WO 257730, Feb 24th, 2010 Page 3 of 25 Crompco, LLC Hess Service Station 156 Iyannough Rd. Facility/Agency Copy 1815 Gallagher Road Phone: (610) 278-7203 Hyannis, MA 02601 Site #21248 / WO #257730 Plymouth Meeting, PA 19462 FAX: 610-278-7621 Wed Feb 24th 2010 Y 9. 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PIN r w Y -k i http://portal.crompco.com/workorderpop.php?workorderid=257730&photos=l&rview=l 12/31/2010 St WO 257730, Feb 24th, 2010 y Page 25 of 25 Scanned Paperwork, Page #22 f} i i Z a I •.W� u` } Al • ` ,. 7 _ r. 7 = & =http://portal.crompco.com/workorderpop.php�I http://portal.crompco.com/workorderpop.php.workorderid-257730&photos-1&rview=l 12/31/2010 TOWN OF BARNSTABLE , UNDERGROUND FUEL AND CHEMICAL STORAGE SYSTEMS NAMES Mobil Oil Corporation ADDRESS Cor. Yarmouth & Iyanough Roads VILLAGE Hyannis ., LOCATION OF TANKS: CAPACITY: TYPE OF FUEL AGE: TYPE: OR CHEMICAL Easterly side of building 5, 000 gasoline 10 steel Easterly side of building 8 , 000 gasoline 7 steel. Easterly side of building 12 , 000 gasoline 7 steel back of building 1, 000 waste oil 7 steel back of building 550 fuel oil 7 steel (Give same information for any additional tanks on reverse side of card) DATE OF PURCHASE OF EACH: 1. 1971 2. 7 7 4 3 1975 4 7/7 4 �.7/7 4 DATE OF FIRE DEPARTMENT PERMIT: 6/25/53; 4/8/55; 5/24/62; 3/24/71; 1/18/74 TESTING CERTIFICATION SUBMITTED: N/A - All tanks less then 15 yrs. of age. PASSED DID NOT PASS Mobil Oil Co.,Znc. Cor. Yarmouth & Iyanaugh Rd. 632'North Ave. Hyannis Wakefield, Mass. 01880 BOOK & PAGE - DATE GRANTED AMOUR STORED 77/11 June 25, 1953 77/33 April 8, 195.51 77/104 May 24, 1965 addIl. stor.( Total - 12,000 gals.) 77/245 March 24, 1971 addil., stor. (5,000 77/281 January 18, 1974 add'l. .stor, (9,500 gals.) , DATA 1973. - April 30 iYj u K Z3 b i M4 A.R 251974 FEB 1977 4 TOXIC AND HAZARDOUS MATERIALS REGISTRATION FORM Mail To: NAME OF BUSINESS: AlroQ42Lt �, Board of Health MAILING ADDRESS: Town of Barnstable TELEPHONE NUMBER: 77/ ; 20 5; P.O. Box 534 CONTACT PERSON: Hyannis, MA 02601 ��rtr�.✓ '���'�� Does your firm store any of the toxic or hazardous materials listed below, either for sale or for your own use, in qugntities 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 l/ Hydraulic fluid (including brake fluid) Disinfectants Motor oils/waste oils Road Salt (Halite) Gasoline, Jet fuel Refrigerants 949644�I, ' eFesene, #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 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 T . t S TOWN OF BARNSTABLE OMPLIANCE: CLASS: 1.Marine,Gas Stations,Repair nters BOARD OF HEALTH satisfactory 3.2.Auto Body Shops O unsatisfactory- 4.Manufacturers COMPANY (see"Orders") 5.Retail Stores 6.Fuel Suppliers ADDRESS / Class: 7.Miscellaneous 00, UANTITIES AND STORAGE (IN=indoors;OUT=outdoors) MAJOR MATEtF S Case lots Drums Above Tanks Underground IN OUT IN OUT IN OUT #&gallons Age Test Fuels: Gasoline,Jat-F Dia �—iro, #2 (B) ! - Heavy Oils: 7 /sw waste motor oil (C) ` new motor oil (C) d c9 transmis oon/hydraulic. - Synthetic Organics: degreasers Miscellaneous: c26 r DISPOSALIRECLAMATION REMARKS: 1. Sanitary Sewage 2. Water Supply O Town Sewer JVPublic �KOn-site OPrivate 3. Indoor Floor Drains YES NO O Holding tank:MDC O Catch basin/Dry well O On-site system 4. Outdoor Surface drains:YES—y"'NO ORD RS: O Holding tank:MDC ol, -7 3W Catch basin/Dry well ZI O On-site system 5. Waste Transporter Name of Hauler Destination Waste Product YES NO 1. /- 2. Person Vs) Inte ed Inspector Date TOXIC AND HAZARDOUS MATERIALS REGISTRATION FORM NAME OF FIRM: MAILING ADDRESS: JOHN 'tlll.i�}�{,E AIRPORTROTFiRY SHELL SEt3•VXC� � TELEPHONE NUMBER: '�t , CONTACT PERSON: Does your. firm--store=and!,of=thep-tnx :c. or. hazardous -materials li:s-ted--b-elow, either for sale or for your own use, in quantities totalling, at- any tij�e, more than 50 gallons liquid volume or 2S 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 teri s e stored at a site other than your mailing address: ADDRESS: TELEPHONE: LIST OF TOXIC AND HAZARDOUS .MATERIA S The Board of Health has determined that the following products exhibit toxic or hazardous characteristics and must be registered when stored in quantities totalling more than SO gallons liquid volume or 25 pounds dry weight. Please put a check beside each product that you store: I", Antifreeze (for gasline or coolant systems) Refrigerants Automatic transmission fluid Pesticides (insecticides, -^ — Engine and Radiator flushes herbicides,rodenticides) *.- Hydraulic fluid (including brake fluid) Photochemicals Motor oils/waste oils Printing Ink Gasoline, Jet fuel Wood preservatives Diesel fuel, Kerosene, #2 heating oil (creosote) Other petroleum products: grease, 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) Spot removers & cleaning fluids which you feel may be toxic or hazardous please (dry cleaners) listl.L Other cleaning solvents Bug and tar removers Household cleansers, oven cleaners Drain cleaners Toilet cleaners Cesspool cleaners Disinfectants Road Salt (Halite) rr«ham--�"`�,.��,,..,..—.,,,.,...:•:..�>�'�..,�'�,,..`;:`,M_:sC.re"`�'�r�i„e=""`d+t,. P-..- .. ,V,,. TOXIC AND HAZARDOUS MATERIALS REGISTRATION FORM Mail To: NAME OF BUSINESS: ! Board of Health MAILING"ADDRESS: '�-� � �. .�: � I �D Town of Barnstable TELEPHONE NUMBER: " °- %' '':;" P.O. Box 534 � Hyannis, MA 02601 NCONTACT PERSON: 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 anytime, 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 in quantities totalling more than 50 gallons liquid volume or 25 pounds dry weight. 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 I/ Hydraulic fluid (including brake fluid) Disinfectants P, 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 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 t Any other products with "Poison" labels Metal polishes (including chloroform, formaldehyde, Laundry soil & stain removers hydrochloric acid, other acids) (including bleach) V1, Other products not listed which you feel may Spot removers & cleaning fluids be toxic or hazardous (please list): (dry cleaners) f A 7 Other cleaning solvents r` ..r- --tA Bug and tar removers Household cleansers, oven cleaners White Copy-Health Department/ Canary Copy-Business TOWN OF BARNSTABLE OMPLIANCE: CLASS: 1.Marine,Gas Stations,Repair BOARD OF HEALTH satisfactory 2.Printers 3.Auto Body Shops O unsatisfactory- 4.Manufacturers COMPANY A,,,A,, 4 ., i.P (see"Orders") 5.Retail Stores 6.Fuel Suppliers ADDRESS Class: z< 7.Miscellaneous QUANTITIES 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) yt Heavy Oils: waste motor oil (C), s new motor oil(C) transmission/hydraulic, Synthetic Organics: degreasers Miscellaneous: DISPOSAL/RECLAMATION REMARKS: 1. Sanitary Sewage 2.Water Supply O Town Sewer /,,OPublic don-site OPrivate ` 3. Indoor Floor Drains YES NO �/� r� J { y Grp fftt �✓Y }J gr �f O Holding tank: MDC O Catch basin/Dry well r O On-site system • `4. Outdoor Surface drains:YES NO ORDERS: 117 O Holding tank: MDC O Catch basin/Dry well w /N / O On-site system !' Y 5.Waste Transporter Name of Hauler Destination Waste Product YES N0 2. Y Person (s) Interviewed.__ � Inspector y Date .,, i Mobil Oil Corporation WESTFORD TECHNOLOGY PARK 1 TECHNOLOGY PARK DRIVE W ESTFORD,MA 01886 June 30, 1994 Mr. Tom McKean Hazardous Waste-Coordinator /� P.O. Box 02601 Y -Hyannis, MA 02601 t Re: Notification of Availability Response Action Outcome Statement Mobil Service Station #01-QJH 156 lyanough Roady� (/ Hyannis, MA 02601 DEP Case #3-0862 /✓ Dear Mr. McKean: In accordance with the Massachusetts Contingency Plan (MCP) 310 CMR 40.1403 (3f), this letter is provided as Notification of a Response Action Outcome (RAO) Statement relative to the above location. The MCP states that RAO Statements submitted to the Department of Environmental Protection (DEP) shall be made available to the Chief Municipal Officer and Director of the Board of Health of the appropriate community. Attached please find a copy of the Response Action Outcome Statement and supporting documentation regarding the above location. Should you require additional information, please do not hesitate to call Walter Valencia at (508) 392-3005. Sincerely, Mobil Oil Corporation pique M. Hawkins, Project Engineer Enclosure cc's w/o Enclosure cc: Department Environmental Protection, 20 Riverside Drive, Lakeville, MA 02347 Mr. Warren Rutherford, Town Manager, 367 Main Street, Hyannis, MA 02601 D. W. Heald, Mobil Oil Corporation, Westford, MA -Ken=Smith;GFoundwate�&Environmenta_ I S_ervices,:North_An_do�er_,_MA a v 0-4 Oa Environmental Awareness f Mobil Oil Corporation WESTFORD TECHNOLOGY PARK 1 TECHNOLOGY PARK DRIVE WESTFORD.MA 01886 June 30, 1994 Department of Environmental Protection Northeast Regional Office •20 Riverside Drive Lakeville, MA 02347 Re: Site Closure Mobil Service Station #01-QJH 156 lyanough Road Hyannis, MA 02601 DEP Case #3-0862 Dear Sir or Madam: I am pleased to present the following Licensed Site Professional (LSP) Opinion, Response Action Outcome Statement, supporting documentation, and recommendation of No Further Action at the above referenced site. The document and supporting evidence were prepared by Groundwater & Environmental Services, Inc. (GES). Should you require additional information, please do not hesitate to contact Walter Valencia at (508) 392-3005. Sincerely, Mobil Oil Corporation 'Fnique M. Hawkins Project Engineer Enclosure cc's w/o Enclosure cc:, Mr:Tom-McKean;Hazardous Waste Coordinator.,-P-- O--Box-5.34,-Hyannis;-MAC• �02601 Mr. Warren Rutherford, Town Manager, 367 Main Street, Hyannis, MA 02601 D. W. Heald, Mobil Oil Corporation, Westford, MA Ken Smith, GES, North Andover, MA �I= w Environmental Awareness Mobil Oil Corporation WESTFORD TECHNOLOGY PARK 1 TECHNOLOGY PARK DRIVE WESTFORD.MA 01886 June 30, 1994 Mr. Warren Rutherford Town Manager 367 Main Street -Hyannis, MA 02601 Re: Notification of Availability Response Action Outcome Statement Former Mobil Service Station #01-QJH 156 lyanough Road Hyannis, MA 02601 DEP Case #3-0862 Dear Mr. Rutherford: In accordance with the Massachusetts Contingency Plan (MCP) 310 CMR 40.1403 (3f), this letter is provided as Notification of a Response Action Outcome (RAO) Statement relative to the above location. The MCP states that RAO Statements submitted to the Department of Environmental Protection (DEP) shall be made available to the Chief Municipal Officer and Director of the Board of Health of the appropriate community. Attached please find a photocopy of the Response Action Outcome Statement and supporting documentation regarding the above location. Should you require additional information, please do not hesitate to contact Walter Valencia at (508) 392-3005.. Sincerely, Mobil Oil Corporation inique M. Hawkins, Project Engineer Enclosure cc's w/o Enclosure cc: Department Environmental Protection, 20 Riverside Drive, Lakeville MA 02347 cMr:TomMeKean, Hazardus_Waste--Coordinator;P.O-Box_5:34,--Hyannis;-MAC '02601—� D. W. Heald, Mobil Oil Corporation, Westford, MA o 0 Ken Smith, GES, North Andover, MA �4® w Environmental Awareness `.' 1 Massachusetts Department of Environmental Protection BWSC-004 Bureau of Waste Site Cleanup ROWN Tracking Number. DEP RESPONSE ACTION OUTCOME (RAO) STATEMENT 0862 (pursuant to 310 CUR 40.1056) A. RELEASE OR THREAT OF RELEASE LOCATION : Release Name if Previously Assigned(classified sites only): Street: _ 156 Iyanough Road Location Aid: Mobil Station No. 01-WH Cityfrown: __ Hyannis Zip Code: 02601 _ Additional Release Tracking Numbers Addressed in this RAO: Provide a clear and accurate description of the location of the site or the location and boundaries of the disposal site or portion of the disposal site to which the RAO applies,as specified in 310 CMR 40.1003(4)with this submittal. Is a site or disposal site map or survey attached to this RAO Statement? ❑ No M Yes Does this RAO apply to a portion of a disposal site? ® No ❑ Yes If yes,attach a statement regarding the relationship of the RAO Statement to any other RAO Statements that have been filed for the disposal site, if applicable, together with a statement as to whether any additional response actions are needed for any other portions of the disposal site. B. PERSON SUBMITTING RAO STATEMENT: Name of Organization: Mobil Oil Corporation Name of Contact: Monique Hawkins Title: Project Engineer Street: 1 Technology Park Drive CityfTown: Westford MA 01886 _ a State: Zip Code: '= Telephone: 508 - 392 - 3005 Y C. RELATIONSHIP TO RELEASE OR THREAT OF RELEASE OF PERSON SUBMITTING RAO STATEMENT: (check one/specify) IN RP Specify(circle one): wrier Operator Generator Transporter Other RP: ❑ PRP Specify(circle one): Owner Operator Generator Transporter Other PRP: ❑ Fiduciary/Secured Lender ❑ Agency/Public Utility on a Right of Way ❑ Other Person: D. RESPONSE INFORMATION: RAO Status: ® First ❑ Revised Was initial notification oral? ❑ �No ® Yes Date: -• ,11 .,1-6 /89;;; Is a Release Notification Form(RNF)attached? [ +No ❑ Yes Was a RNF previously submitted? ® No k ❑ Yes Date: Is a RAO Compliance Fee attached? ( No p ❑ Yes A fee is required 120 days after Release Notification and prior to Tier Classification. i E. RAO INFORMATION: wf� RISK CHARACTERIZATION GROUNDWATER SOIL m RAO-CLASS. METHOD:"` `" '" CATEGORY: CATEGORY: T A-2. ❑ `B-2 ❑ 2 ❑ GW-2 ❑ S-2 ❑ A-3 ❑ C ❑ 3 ❑ GW-3 ❑ S-3 Was contamination reduced to background levels)at a disposal site? ®' No ❑'Yes Is this RAO based upon the implementation of an Aktivity and Use Limitation? ® No, ❑-Yes: If yes,indicate the type of Activity and Use Limitation implemented at the disposal site: Date filed with Registry of Deeds: _ �_ Registry or Court Location: Book/Page Number(or other identifier): Attach to this RAO Statement a copy of any and all Activity and Use Limitations which have been implemented under 310 CMR 40.1070 and an Activity and Use Limitation Opinion pursuant to 310 CMR 40.1056(2)(g). Will Post-RAO Operation and Maintenance(0&M)be conducted at the site pursuant to 310 CMR 40.0896(for Class C RAOs only)? ❑ No ❑ Yes If yes,check one: ❑ Active O&M ❑ Passive 0&M Attach to this RAO Statement a description of any operation,maintenance, and/or monitoring that will be required to confirm and/or maintain those conditions at the disposal site upon which the RAO is based. Revised 10/1/93 This form is printed on recycled paper. . Page 1 of 3 V 47AI N� l Massachusetts Department of Environmental Protection OWSC-004 Bureau of Waste Site Cleanup RESPONSE ACTION OUTCOME (RAO) STATEMENT Release 7rer9cing Number: DEP (PUMOM to 310 CUR 40.1056) E]-j 0862 F. RESPONSE ACTIONS COMPLETED: (Check all that apply) COMPLETION STATEMENT TYPE OF PREVIOUSLY RESPONSE ACTION: YES NO ATTACHED SUBMITTED DATE OF DOCUMENT Immediate Response Action' ❑ ❑ ❑ ❑ Release Abatement Measure' ❑ ❑ ❑ ❑ Utility-Related Abatement Measure' ❑ ❑ ❑ ❑- Phase 1 ® ❑ ❑ ❑X 09 15 /89_ Phase 11 ❑ ❑ ❑ ❑ _ �_ �_ Phase III ❑ ❑ ❑. , . .. ❑• — �_ �— Phase IV ❑ ❑ ❑ y. �_ �— Phase V ❑ ❑ ❑ ❑ *If multiple actions were completed at a disposal site,provide an attachment stating the date of the Completion Statement for each. G. DESCRIPTION OF RESPONSE ACTIONS:_,Provide details on.attaohments„as warranted.—.— -. .y (Check all that apply) r L;q "•' r.. G;' rd: aka % T'* a Ai&-T 0'. .a REMOVAL OF REMEDIATION WASTE: OTHER RESPONSE ACTIONS., ❑ Contaminated Water ❑ Drainage ConVols ~-' © Contaminated Soils ❑ Berms/Dikes/Impoundments (check all that apply): [� ❑ Temporary Covers/Caps Excavate . ❑ Waste/Product Recovery Ci Store _ �>- �.,«•--- t...-«-�-••�•• <�,� „�.�y^�° -�._�,., �•°Tem a •Evacuation/Relocatton of Residents pa rY ❑Treat ;.. .: ... ❑ Re-use ,4 f0 _Temporary Water Supplies w z ❑ Vent System--. IX I Recycle Actual Volume: 933 ' °cubic yards z .GroundwatecTTreatment Systems ❑bandfill Actual Volume: cubic yards r 'ro>y. 3sr ❑ .Other ❑ Drums/Tanks/Containers ❑ NAPL r. ❑ Other: : ❑ ,.� ..... ASSESSMENT ONLY M. FINDINGS AND CONCLUSIONS: . u Except where previously su',itted:and-speclfled.submit all documentation, plans, and/or reports necessary to support the RAO to the Department,including,with outIr 7" Pion the following;. { ♦ For all Class A RAOs,information documenting the extent to which levels.of,oif and/or.hazardous:material in the environment have been reduced to background, and for all Cass A-2 and A-3 RAOs,the results of the feasibility evaluation; _conducted pursuant to 310 CMR 40.0860 demonstrating that the achievement of background is not feasible"' `' ♦ For all Class A and Class B RAOs, information supporting the conclusion that a level of No Significant.Risk has been achieved or exists. _ ♦ For all Class A RAOs and where applicable to Class C RAOs, a demonstration that all uncontrolled sources,as specified in 310 CMR 40.1003(5)have been eliminated or controlled. ♦ For all Class C RAOs,information supporting the conclusion that no substantial hazards remain at the disposal site. ♦ For all Class C RAOs,a copy of the plan,as specified in 310 CMR 40.0861(2)(h),which presents definitive and enterprising steps to be taken toward achieving a Permanent.Solution at the disposal site. Revised 10/1/93 - This"form is printed on recycled paper.- Page 2 of 3 i j Massachusetts Department of Environmental Protection BWSC-004 Bureau of Waste Site Cleanup RESPONSE ACTION OUTCOME (RAO) STATEMENT Release Tracking Number: DEP (pursualdt to 310 CUR 40.1056) �- 0862 1. LSP OPINION: Name of Organization: Groundwater & Environmental Services, Inc. LSPName: Kevin J. Kavanaugh senior Environmental Engineer Telephone: 508 - 688 - 8100 Ext. Title: I attest that I have personally examined and am familiar with the information contained in this submittal, including any and all documents accompanying this attestation, and in my professional judgment,the response action(s)that is the subject of this submittal complies with the provisions of M.G.L. C. §§ 19-19J,309 CMR, M.G.L. c. 21E, 310 CMR 40.0000, and all other laws, regulations, orders, permits, and approvals applicable t s h re ponse action(s). I am aware that significant penalties may result,including, but not limited to,possible fines and imprisonment,if 1 "IPu it i ation which I know to be false,inaccurate or incomplete. Signature: �?,�,, Seal: Date: &— /Z /* License Number: UVMAM NOW J. CERTIFICATION OF PERSON SUBMITTING RAO STATEMENT: I certify under penalties of law that I have personalty examined and am familiar with the information contained in this submittal,including any and all documents accompanying this certification,and that, based on my inquiry of those individuals immediately responsible for obtaining the information,the material information contained herein is,to the best of my knowledge and belief,true,accurate and complete. I am aware that there are significant penalties, including,but not limited to, possible fines and imprisonment,for wilfully submitting false, inaccurate,or incomplete informa ' Q Signature: 44Date: — Name of Person(print): Monique Hawkins, Mobil Oil Corporation Revised 10/1/93 This form is printed on recycled paper. Page 3 of 3 L.. =Ilk 190 Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup DISPOSAL SITE NUMBER RESPONSE ACTION OUTCOME (RAO)STATEMENT 10862 ADDITIONAL INFORMATION A. Disposal Site Map included as Figure 3 of the Groundwater& Environmental Services, Inc. (GES) "Method 1 Risk Characterization & Site Closure Report" dated 30 June 1994 and attached to this RAO. G. DESCRIPTION OF RESPONSE ACTIONS: Approximately 933 cubic yards of petroleum impacted soils were excavated during site construction activities between 16 January 1990 and 07 May 1991 and disposed of off-site. The following is a list of generation dates, construction activity, media quantity and disposal method: DATE CONSTRUCTION ACTIVITY QUANTITY&DESTINATION 16 Jan 90 Gasoline UST Excavation 867-cubic yards,recycled at Clean Berkshires then North Adams Landfill 24 April to Stage II Vapor Recovery and Piping 66-cubic yards, asphalt batch 7-May-91 at F.W. Whitcomb in Keene, New Hampshire [Note: all remedial actions (soil removal)performed prior to revised MCP] H. FINDINGS AND CONCLUSIONS: Refer to the GES Method 1 -Risk Characterization& Site Closure Report, dated 30 June 1994 (Section 10.) for feasibility evaluation, information supporting the conclusion that • a level of No Significant Risk exists, and a demonstration that no uncontrolled sources exist. _ — APPROXIMATE PROPERTY LINE \ 1000-gallon Fiberglass 1000-gallon Fiberglass \ Heating Oil UST Used Oil UST \ 1 Catch O Oil Separator \ Basin W— — — — —W— — Asphalt Pavement Approximate D —S— — — —S— — _ _ Location of I BUILDING \ Septic System 1 \ I Asphalt Pavement BENCH \ I MARK �J 1 D 36.88' EEG-2 \ A +♦ B-2 + EEG-5 \ I TT \ �" `12,000-gallon \\ EEG-3 Doublewall B-I♦ D mow' Fiberglass Landscaped Area 10,000 allon \ Dispenser „ .-g ,.., Gasoline IIslands, Tanks Concrete Pad& 10,000-gallon \ 1 EEG-1 Overhead \ Dry Well Dry Well Canopy 1 tSep-ator 1B-qLandscaped CatcCatch EEG-4 BasiIsland � +Basin Dry Well SeparatorEEG-7 B-3EG-8 " — — 7 and -} pestroyed in 1991„ Catch Is la�d — - - — — asia — Plan Based upon a survey conducted by Gale Associates,Inc.on 30 April 1990 LEGEND IYANOUGH (RT 28) ROAD which utilized a USGS datum,a survey EEG-8 Groundwater Monitoring Well Location conducted by EE&G on 13 February 1992 and a taped survey conducted by GES on 09 May 1994. B-1 -} Soil Boring Location SCALE (Drilled on 09 May 1994) FIGURE 3 MOBIL STATION NO.01-QJH 0 30 —W— Water Line 156 IYANOUGH ROAD —D— Drainage Line SITE PLAN HYANNIS,MASSACHUSETTS FEET —S— Sewer Line 1 1 1 1 1 1 1 1 1 1 1 1 1 tr ip Groundwater & Environmental Services, Inc. 1 A Full Service Environmental Consulting and Remedial Contracting Company r [: 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � V-1 -1164 METHOD 1 -RISK CHARACTERIZATION ' & SITE CLOSURE REPORT Mobil Station No. O1-QJH ' 156 Iyanough Road Hyannis, Massachusetts DEP Site No. 4-0862 30 June 1994 Prepared for: ' Ms. Monique Hawkins Mobil Oil Corporation Westford Technology Park 1 Technology Park Drive ' Westford, Massachusetts 01886 ' Prepared by: Groundwater&Environmental Services, Inc. ' 85 Flagship Drive, Suite E North Andover, Massachusetts 01845 ' TABLE OF CONTENTS ' Page SECTION 1. INTRODUCTION 1-1 ' 1.1 Location and Purpose 1-1 1.2 Regulatory Background 1-1 ' SECTION 2. SITE DESCRIPTION 2-1 2.1 General 2-1 2.2 Environmental and Remedial Background . 2-2 ' 2.3 Closure Field Investigations 2-4 2.4 Physical Characteristics 2-5 2.5 Nature&Characterization of Release 2-6 ' 2.6 Extent of Release&Subsurface Migration 2-7 ' SECTION 3. ACTIVITY&USES 3-1 SECTION 4. IDENTIFICATION OF RECEPTORS 4-1 4.1 Identification of Human Receptors 4-1 4.2 Identification of Environmental Receptors 4-2 SECTION 5. EXPOSURE POINTS, PATHWAYS & CONCENTRATIONS 5-1 SECTION 6. SOIL&GROUNDWATER CATEGORIES 6-1 6.1 Groundwater Category 6-1 ' 6.2 Soil Category 6-1 ' SECTION 7. CHARACTERIZATION OF RISK TO HARM 7-1 SECTION 8. B04I VENT HAZARD EVALUATION 8-1 ' SECTION 9. CHARACTERIZATION OF RISK TO SAFETY 9-1 SECTION 10. FEASIBILITY OF RESTORATION TO BACKGROUND 10-1 SECTION 11. CONCLUSIONS 11-1 it 1 1 1 �p tea® TABLE OF CONTENTS (continued) 1 APPENDICES ' APPENDIX A Test Boring Logs/Well Completion Reports APPENDIX B Health&Safety Plan ' APPENDIX C Quality Assurance/Quality Control Program APPENDIX D Hazardous Substance Data Sheets APPENDIX E 1994 Groundwater Laboratory Analysis APPENDIX F 1994 Soil Laboratory Analysis LIST OF FIGURES Figure 1 Site Locus Map ' 2 Site Plan 3 Site Vicinity Map ' 4 Groundwater Gradient Map- 27 April 1994 5 Soil Characterization Map LIST OF TABLES ' Table 1 Site Monitoring Data(1991 - 1994) 2 1994 Site Groundwater Data 3 1994 Site Soil Data LIST OF GRAPHS ' Graph 1 Groundwater Trends n 1 �p 1 1. INTRODUCTION 1.1 Purpose and Objectives ' On behalf of Mobil Oil Co: oration Mobil Groundwater&Environmental Services Inc. (GES)has completed this Risk Characterization and Site Closure Report for Mobil Station No. 01-QJH located at ' 156 Iyanough Road, in the Hyannis Section of Barnstable,Barnstable County, Massachusetts. GES utilized Method 1 procedures and standards for the characterization of the risk of harm to health, ' safety,public welfare and the environment pursuant to the requirements of the revised Massachusetts Contingency Plan Subpart 1(310 CMR 40.0900). The Method 1 Risk Characterization was completed in accordance with the MCP Best Response Action Management Approach(BRAMA) Standard(310 CMR 40.0191) and Technical Justification (310 CMR 40.0193). This report summarizes previous site investigations that were performed by other consultants and characterizes and evaluates the current conditions at the site. The objective of this report is to justify that the release of hydrocarbons, specifically gasoline, at the site currently does not pose a significant risk of harm to health safety,public welfare and the environment. The Method 1 ' approach is a chemical-specific approach, which compares concentrations of oil and hazardous materials (OHM) detected in soil and groundwater at the site in April,May, and June 1994 to applicable Method 1 standards. 1.2 Regulatory Background A review of the August 1993 edition of the Massachusetts Department of Environmental Protection (DEP) 3Transition List of Confirmed Disposal Sites and Locations to be Investigated and the April 1994 Addendum, indicates that this site was listed as a "location to be investigated(LTBI)" and as a ' confirmed "priority" disposal site on 15 January 1990. A correspondence from the DEP titled "Transition Statement/Notice of Responsibility" dated 25 May 1994, informed Mobil, the "Potentially Responsible Party" (PRP) for the site,that the DEP has classified the site as "Tier IA." M 1 1-1 L�NI ' The following is a brief summary of environmental incidents which promulgated DEP recognition of this site: ' On 16 November 1989,Mobil verbally notified Mr. Michael Moran of the DEP Southeast Region that the 5,000 gallon special gasoline underground storage tank(UST) failed the first Petro-Tite ' Test. A problem with an old product line was discovered to be the cause of the test failure. The problem was repaired and the tank was retested and passed tightness criteria(0.05 gallons per ' hour) on 18 November 1989. ' On 30 April 1991,Mobil verbally notified Mr. Richard Packard of the DEP Southeast Region that soil screening results ranging from 0 to 250 parts per million(ppm) were encountered during ' excavation for drainage structures at the site. Mobil contracted the following environmental services and submitted the following key reports: "Phase I-Limited Site Investigation" dated 15 September 1989 b Environmental Engineering& g P Y g g Geotechnics, Inc. (EE&G) of Winchester,Massachusetts. "First Quarterly Groundwater Sampling Report" dated 15 January 1990 by EE&G. "Removal of Underground Storage Tanks Report" dated 20 February 1990 by EE&G. Monthly groundwater sampling results for March, April, and May 1990 by EE&G. "Soil ScreeningDuring Site Renovations" dated 21 May 1991 b EE&G. g Y Y ' "Additional Subsurface Investigation" dated 06 April 1992 by EE&G. "Site Monitoring Report April 1993 through January 1994" dated 09 February 1994 by EE&G. 1-2 2. SITE DESCRIPTION ' 2.1 General The site,currently occupied by Mobil Service Station No. O1-QJH,is located at the northeast corner of ' Iyanough Road (Route 28) and Yarmouth Road in the Hyannis section of Barnstable, Massachusetts. The site is referenced by the Barnstable Assessor s office as being approximately 0.96-acres in size with approximately 260-feet of frontage along Iyanough Road(Route 28) and 140-feet along Yarmouth Road. This parcel of land is identified by the Town of Barnstable on Map 323, Lot 151. ' Geographically the site is situated at 410 39' 36" north latitude and 70016' 31" west longitude (UTM coordinates: Zone 19,46 11 797 m north, 3 93 768 m east). A Site Locus,based on the Hyannis, ' Massachusetts topographic quadrangle map (U.S.G.S. 1985), is presented as Figure 1. The site contains a one-story, 1,350-square foot,concrete block,brick veneer station building ' constructed on a concrete slab. The building is divided into three areas: one portion of the building contains a utility room and restrooms, the second portion contains a convenience store, and the third ' portion contains an automotive service bay area. ' The station building is currently heated by natural gas and serviced by the following utilities: water, electric, and telephone. The underground utilities of water and natural gas enter the site from ' Yarmouth Road and connect to the northwest corner of the station building. These utilities are at or generally at a depth of less than 4 feet below grade. ' In addition to the service station building, the site contains three gasoline USTs (one 12,000-gallon and two 10,000-gallon), one 1,000-gallon used oil UST, two dispenser islands with an overhead ' canopy,parking areas, and landscaped areas. The three gasoline USTs are located beneath a concrete pad in the eastern portion of the site and the used oil UST is located directly behind the northeast ' corner of the station building. According to the February 1990 EE&G report,the three gasoline and one used oil USTs were installed in 1990 to replace the USTs installed between 1971 and 1975. In ' addition, a 1,000-gallon No. 2,fuel oil UST was installed in 1990 and then removed in April 1991 when the station building's heating system was converted to natural gas. 2-1 � 4 Approximately 65 percent of the site is either bituminous or concrete paved or is covered by the station ' building. The remainder of the site, specifically along the eastern property line and in the southwestern property corner, is covered by landscaping which includes grass, shrubbery, flowers, and mulch. A ' Site Plan depicting pertinent site features is presented as Figure 3. The site is bordered on two sides by roadway(Yarmouth Road to the west and Iyanough Road to the ' south). The surrounding land use includes retail businesses and residences. The only residential property in the immediate vicinity of the site is located approximately 135 feet east of the Mobil station ' property boundary. An undeveloped lot(Lot 147) abuts the site to the east and is located between the site and the private residence. The majority of the properties in the site area are used for ' commercial/retail businesses and include the following: Yarmouth Road Auto Sales abutting the site to the north, Kitchen Appliance Mart(formerly Cotton Pickin Tee's DEP Site No. 4-0852)to the west and Hyannis Marine(former Citgo gasoline station)is to the south. A Site Vicinity Plan depicting area properties is attached as Figure 2. ' 2.2 Environmental and Remediation Background ' Presented below is a summary of environmental and remedial action activities and information conducted and reported by previous consultants. ' The existing station building was constructed in 1973 and remodeled in 1991. Based on previous reports for the site, the property has been the location of gasoline sales since circa 1953 and leased to ' Socony Vacuum Oil Company(later Mobil Oil Corporation) in 1955. Records indicate that several gasoline USTs were removed when the original gasoline station was demolished in 1973. Limited ' information was available on the removal or sizes of the storage tanks since the Barnstable Fire Department did not record UST's predating 1980. From 1971 to 1975, a total of five steel USTs were installed at the site and consisted of the following: ' one 5,0000-gallon special gasoline, one 8,000-gallon super gasoline, one 12,000-gallon regular gasoline, one 1,000-gallon fuel oil, and one 500-gallon used oil. On 16 January 1990, these five 1 2-2 USTs were excavated and removed. According to the 1990 EE&G UST removal report, all the USTs ' appeared to be in good condition with no visible holes or significant pitting. Soils were screened for total organic vapors (TOVs) with a photoionization detector(PID) during the UST removals. The results of this screening indicated that a limited amount of soil surrounding and directly beneath the fill pipes and submersible pumps of the three gasoline USTs exhibited readings greater than 10 ppm but ' less than 60 ppm. Since the site is located in a high environmental impact area,Mobil decided that all soils excavated during the removal and replacement of the gasoline USTs would be stockpiled and disposed ' of at a DEP approved facility. Approximately 860 cubic yards of soil was stockpiled and then transported to Clean Berkshires of Lansboro,Massachusetts via a DEP preapproved Billing of Lading (Policy#WSC-89-001) for recycling. Four composite soil samples were collected from the gasoline USTs excavation and one soil sample from each of the excavation of the fuel oil and used oil USTs. These samples were submitted for laboratory analysis for total petroleum hydrocarbons (TPH)via EPA Method 418.1. The results of this analysis indicated TPH concentrations ranged from nondetectable(detection limit of 40 micrograms per liter [mg/L])to 332 mg/L. The steel USTs were replaced with the current double walled fiberglass USTs. ' In April and May of 1991, additional renovations/construction activities were conducted at the site. These activities included installing a canopy over the dispenser islands,upgrading the dispenser ' islands,installing additional surface water drainage systems,renovating the station building for a convenience store, and removing the 1,000-gallon fiberglass fuel oil UST. All soils regenerated ' during excavation activities were screened by the previous environmental consultant for TOV's with a PID. According to the TOV readings ranging from 20 to 485 were recorded during the excavation for ' a drainage structure in the southwestern corner of the site. Soils with readings greater than 10 ppm appeared to be limited to the area surrounding an old product dispensing line or vent line discovered during the excavation. All soil with TOV levels greater than 10 ppm were removed. The excavation ' was completed at a depth of 11 feet below grade and all soils at this depth indicated nondetectable levels of TOVs with a PID. A total of 75 tons of soil were stockpiled during these construction activities and then transported to F.W. Whitcomb in Keene,New Hampshire for asphalt recycling. Well EEG-6 was destroyed at this time. ' 2-3 ' To further evaluate the conditions encountered during the site renovation/reconstruction in 1991, an additional subsurface investigation was conducted in February 1992 by EE&G. This investigation ' included installing two additional test boring/monitoring wells in the southwestern portion of the site and sampling groundwater of all site monitoring wells for laboratory analysis. No TOW were detected by the PID screening of the soil samples collected from the two test borings indicated and no BTEX or MTBE was detected in the groundwater samples collected from the seven site wells. This investigation concluded that the TOV readings detected during the site renovations in April and May ' 1991 were limited and impacted soils were removed. 2.3 Closure Field Investigations Groundwater Sampling On 25 April 1994, GES personnel gauged and sampled the seven on-site monitoring wells (EEG-1 ' through EEG-5, EEG-7, and EEG-8). The depths to groundwater ranged between 18.72 and 19.98 feet below grade across the site. During gauging, no light non-aqueous phase liquid(LNAPL) ' was detected in any of the monitoring wells. On April 25, 1994 groundwater samples were obtained from all monitoring wells for analysis of volatile aromatic compounds via EPA Method 8020. On 09 May 1994,in order to evaluate the presence of the gasoline additive ethylene dibromide(EDB) and lead in the site groundwater, additional groundwater samples were collected from all monitoring wells and analyzed via EPA Methods 8010 and 239.2,respectively. The minimum detection limits for EDB via EPA Method 8010 is 0.5 ' micrograms per liter [g/L]) and the applicable groundwater standard is 0.02 g/L. All monitoring wells were resampled on 21 June 1994 and analyzed via EPA Method 504a which has a minimum ' detection limit of 0.02 g/L for EBD. Groundwater samples analyzed via EPA Methods 8020, 8010, and 239.2, were submitted to Technical Service Laboratories (TSL) of Pennington,New Jersey. Groundwater samples analyzed via EPA Method 504a were submitted to GTEL Environmental Laboratories, Inc. of Milford,New Hampshire. 2-4 Soil Boring Drilling, Screening and Analytical Sampling In order to evaluate current soil conditions, soil borings were advanced adjacent to four of the existing g J g ' monitoring wells and one was drilled adjacent to the former fuel oil UST excavation in the northwest corner of the building on 09 May 1994 by GeoSearch, Inc. of Leominster, Massachusetts. Locations, identified as B-1 through B-4, are depicted on Figure 2 (Site Plan). All site activities were performed ' with respect to a site-specific Health and Safety Plan as well as a Quality Assurance/Quality Control (QA/QC) Program, included as Appendixes A and B,respectively. ' Soil samples were collected continuously during each soil boring via a 1 3/8-inch inside-diameter (I.D.), 24-inch split-spoon sampler. All samples were examined for lithologic characterization and ' screened for TOV with a ThermoEnvironmental Instruments Model 580B PID utilizing a 10.0 eV lamp,calibrated with isobutylene to a benzene reference standard. The samples were screened using ' standard headspace methods described in the DEP's Interim Remediation Waste Management Policy for Petroleum Contaminated Soils#WSC-94-400 dated April 21, 1994. Lithologic descriptions and screening results from the GES subsurface explorations are included on the drilling logs,provided as Appendix C. One soil sample from each boring was submitted to TSL for analysis of BTEX and ' MTBE via EPA Method 8020. 2.4 Physical Site Characteristics Topography in the area of the site is relatively flat and grades gently towards Iyanough Road and to the ' east/southeast. A survey conducted by Gale Associates, Inc. of Weymouth, Massachusetts on 14 March 1990 indicates that the site building is at an elevation of 36.91 feet above mean sea level. ' Surface water bodies in the area include an unnamed pond and associated wetlands and stream located approximately 700 northeast of the site. The unnamed stream flows into both Mill Pond,located ' approximately 3,000 feet east of site, and cranberry bogs, located approximately 2,500 feet southeast of site. Both of which eventually discharge into Hyannis Harbor and Nantucket Sound. According to the DEP Southeast Regional Resources (Mass GIS 1992) Map, the site is located approximately 700 feet northeast of the Barnstable Water Company's Maher Electric Water Supply ' Wellfield (well designations 402000407G, 402000411G,402000402G), and is within a DEP approved Zone II for these wells. N , ' 2-5 � �4 �,/ ' The lithology of the site has been evaluated by reviewing the soil classifications of boring logs of previous investigations comparing them to soil classification interpreted for this investigation. Soil descriptions of the soil borings completed to date indicate that the site is underlain by a layer of fill to a maximum depth of 13-feet below grade. The fill layer consists primarily of sand with peastone ' surrounding the USTs. Underlying the fill layer is medium dense fine to coarse grained sand and gravelly sand to the maximum explored depth of 30.50 feet below grade. Refer to Appendix C for GES's and previous consultants test boring logs and well completion reports. Groundwater monitoring data collected from August 1989 to April 1994 indicates that depth to ' groundwater has ranged between 18.72 and 22.81 feet below grade. Groundwater fluctuation across the site has varied from 1.05 to 3.47 feet. Based upon previous reports groundwater flow direction is interpreted to flow perpendicular to groundwater elevation contour lines and has remained generally to the east with an estimated groundwater gradient of approximately 0.005 ft/ft. 2.5 Nature&Characterization of Release ' Based upon recent and histo_ical soil and groundwater data, the release detected at this site has been identified as petroleum hydrocarbons, specifically gasoline. In order to evaluate the nature and ' characteristics of the release of gasoline in the soil and groundwater of the site, a specific laboratory analysis program was formulated to include the following: aromatic compounds,including MTBE; halogenated compounds, specifically EDB; and lead. ' The results of the 25 April 9 1.94,groundwater analyses for aromatic compounds indicates that the only ' gasoline related compound detected at the site is the gasoline additive methyl tertiary-butyl ether (MTBE). MTBE was detected in samples from 4 wells at concentrations ranging between 2.6 g/L in ' well EEG-3 and 16 g/L in well EEG-2. The results of the 09 May 1994 groundwater analysis for halogenated organic compounds did not detect EDB above a minimum detection limit 0.5 g/L. This analysis did, however, detect concentrations of the following non gasoline-related compounds: 1,3- ' dichlorobenzene in EEG-2 at 1.9 g/L, and chlorobenzene in well EEG-7 at 0.8 g/L. The resampling and analysis of all wells on 21 June 1994 indicated no concentrations of EDB above the detection limit of 0.02 g/L. The analysis for dissolved lead in the groundwater indicated nondetectable 2-6 use, concentrations (<5 g/L) in all samples. Results of the 05 April,09 May, and 21 June 1994 sampling events are summarized in Table 2. Btex and MTBE concentrations are presented on Figure 3. Laboratory certificates of analysis are presented in Appendix E. The analytical results of the soil samples collected on 09 May 1994 indicated that BTEX compounds Y P Y P ' were only detected in the soil sample from boring B-2 collected at a depth of 14 feet below grade. The concentrations of the specific compounds in B-2 were as follows: 0.016 g/g of toluene,0.0053 g/g of ethylbenzene and 0.0274 g/g of total xylenes. MTBE was not detected in any of the soil samples analyzed(above 0.01 g/g). Results of the 09 May 1994 soil sampling are summarized in Table 3 and presented on Figure 4. Laboratory certificates of analysis are presented in Appendix F. The recent laboratory analysis indicates that concentrations of the dissolved-phase gasoline constituents ' which include toluene,ethylbenzene and xylenes are present in the soil and MTBE is present in the groundwater at the site. Toluene, ethylbenzene and xylenes have relatively a low solubilities in water and specific gravities less than 1.0, and therefore, tend to float in water. The vapor pressures for these compounds at 20-C include: 0.029 atm for toluene, 0.0092 atm for ethylbenzene, and between 0.0066 ' to 0.008 atm for xylenes. MTBE is much more soluble than the other components of gasoline (BTEX) and also has a specific gravity less than 1.0, and therefore,tend to float in water. In general, sorption of organic compounds on to soil particles is proportional to their solubility. Due to the relatively high solubility of MTBE and lower sorption capacity to soil,concentrations of MTBE are more likely to migrate through the unsaturated zone to the groundwater than the other gasoline components. Small ' quantities of gasoline released to the subsurface can result in MTBE in the groundwater. DEP Hazardous Substance Data Sheets for these four compounds are attached in Appendix D. ' 2.6 Extent of Contamination & Subsurface Migration Pathways g Y Based on historical and current soil and groundwater data,the vertical and horizontal extent of gasoline impacted subsurface has been adequately characterized. The release of gasoline was identified at the ' site based upon the following: TOV levels detected with a PID in soil samples collected during soil borings, UST removals, and construction activities; and laboratory analysis of soil and groundwater samples. The extent of gasoline impacted soils was identified during the removal of the three gasoline UST's in 1990, and during the excavation of a drainage structure in the southwest portion of the site. Approximately 933 cubic yards of impacted soils were excavated and disposed of which subsequently ' removed any source. The detection of BTEX in the soil and MTBE in the water is likely to be residual concentrations. 2-7 F=Z34 3. SITE ACTIVITIES &USES ' The site activities and uses described herein are identify to resented potential human and P fY ' environmental receptors at the site and surrounding area, as well as identify applicable groundwater and soil categories. ' The Mobil retail gasoline station and convenience store operates 24 hours a day 365 days a year. Based on information provided by the station manager, the total number of employees is ten of which ' the average number of employees on-site at any given time is three. The building and site use are likely to remain similar to the existing usage for the foreseeable future. The landscaped areas of the site are not used for the cultivation of fruits and vegetables for consumption. There are no wells at the site which utilize the site groundwater as a potable or nonpotable resource ' (irrigation, car wash or cooling system). The site aquifer is, however, defined as being within a Zone H for the Barnstable Water Company municipal well field,therefore, the site groundwater is ' considered to be used as a potable resource. ' The site area is zoned for highway business and contains predominantly retail businesses. These businesses generally have a relatively high turnover rate and therefore have a potential for ' development. As previously stated,the abutting property to the east of the site is an undeveloped lot. Based upon the surrounding land use, this property is considered likely for development. 3-1 u��e® ' 4. IDENTIFICATION OF RECEPTORS ' 4.1 Identification of Human Receptors The human receptors for the risk characterization were identified considering current and foreseeable ' uses and activities of the site. Potential human receptors identified include: the general public, station employees, and construction and other service related workers of all ages, and genders. ' The site aquifer is within the Zone II for the Barnstable Water Company wellfield, therefore, all consumers of the Barnstable Water Company water are considered potential human receptors. ' Consumers of the Barnstable Water Company water include all segments of the population including infants, children, and adults. ' The employees of the station are cons idered to include males and females at a minimum age of 16 ' years. These workers may hiclude women of childbearing age. The employees at the station are currently not considered receptors based upon following: the concrete slab floor of the station building is 4 to 6 inches thick and competent; the majority of the site is paved; no releases have been identified ' in the current landscaped areas; and groundwater is a minimum of 18 feet below grade. Customers visiting the gasoline station are considered the general public which incorporates all segments of the population hicluding infants,children, and adults. Children (ages 1 to 8) are only anticipated to access the site infrequently as automobile passengers or possibly entering the station building to purchase liquid refreshments and consumables. ' Other potential human receptors considered are construction and service workers associate with repairing or upgrading the station facilities, site utilities and landscaping. These workers could potentially be exposed to site soils if excavation is involved. Due to the depth of groundwater(greater than 10 feet below grade), it is unlikely that construction and service workers would be exposed to the ' groundwater at the site. 4-1 it 1 1 �p I 4.2 Identification of Environmental Receptors No impact to environmental receptors is predicted. Wildlife at the site is limited to urban biota such as birds, squirrels, rats, and other vermin and their presence at the site is likely to be of a transient and/or seasonal nature. There is a significant amount of plants or grasses on the site and all appeared healthy and unstressed. According to the 1994 Edition of the Massachusetts Natural Heritage no habitats such as areas of critical environmental concern, threatened or endangered species is known or likely to be located within 500-feet of the site. 1 1 I 1 ' 4-2 i t5. EXPOSURE POINTS, PATHWAYS AND CONCENTRATIONS ' No exposure points currently exist at the site with respect to gasoline impacted soil based upon the recent TOV screening and laboratory analysis of soil. The site aquifer is within the Zone H for the Barnstable Water Company wellfield, the water produced by this wellfield and subsequently the ' groundwater of the site is consider an exposure point. ' The Method 1 Risk Characterization considers data collected from soil borings and monitoring wells as potential exposure points and exposure point concentrations. Therefore, the laboratory analysis results of the soil collected on 09 May 1994 and groundwater samples collected on 27 April,09 May and 21 June 1994 from the site wells were used to identify compounds of concern, concentrations and exposure point locations. The highest concentration of each compound of concern detected in each ' boring and well will be considered as the exposure point concentration. Since depth to groundwater is a minimum of 18 feet below grade,the majority of the site is paved, and the wells have locking caps ' and bolted roadboxes,no on-site exposure point locations were identified. ' 5-1 6. GROUNDWATER AND SOIL CATEGORIES ' 6.1 Identification of Applicable Groundwater Category PP g rY ' Three categories of groundwater have been defined by the DEP to determine the applicability of standards for the characterization of risk for individual compounds. The designations are GW-1, GW- ' 2, and GW-3. The GW-1 category applies to groundwater within a Zone H or Interim Wellhead Protection Area or Potentially Productive Aquifer. As previously stated the site is located with the ' Zone II for the Barnstable Water Company's Maher Electric Water Supply Wellfield(well designations 402000407G,402000411G, 402000402G), therefore, the groundwater at the site is defined as ' category GW-1. 6.2 Identification of Applicable Soil Category Three categories of soil have been defined by the DEP to determine the applicability of standards for ' the characterization of risk for individual OHM compounds. The designations are S-1, S-2, and S-3. The potential for exposure to soil at the site is defined by the frequency of use,the intensity of use, and ' accessibility of the soil to potential receptors. Frequency of use is defined as how often a receptor makes use of or has access to the site and surrounding environment. Frequency for site employees is high since adults work at the site in shifts of eight or more hours per day on a continuing basis. The frequency for adult and children is ' considered high due to the continual operation of the site. The frequency of construction and other service workers is considered low due to the limited amount of repairs and upgrades required for.the site. Intensity of use,either high or low, describes the nature of site activity and use which could potentially ' result in exposure to the receptor. The intensity of use for employees and customers is low since the site is almost entirely covered with the building or pavement. The intensity of use for construction and ' service workers is considered high for work involving excavation of soil and subsurface utility activities. 6-1 ! �Q 1 Accessibility of soil to potential receptors is characterized as accessible,potentially accessible or 1 isolated. Soil beneath the footprint of the building is defined as isolated and therefore using the Method 1 Matrix Table 40.933(9) soil beneath the building is categorized as category S-3. Soil 1 beneath the paved area of the site is considered potentially accessible and using the matrix, is classified as category S-2. Soils beneath the unpaved landscape areas are accessible and using the matrix, are 1 classified as category S-1. If S-1 soil standards are utilized as the standard for all soils at the site, no Activity and Uses Limitations (AULs) are required in accordance with 310 CMR 40.1012 and 40.1070 through 40.1089. 1 1 1 ! 1 1 1 6-2 I ! _ FM=Q 7. CHARACTERIZATION OF RISK OF HARM ' A total of 10 groundwater sampling events have been performed between 1989 and 19 4. The results g p g p 9 esu is ' of these sampling events indicate the following compounds have been detected at the site: benzene, MTBE, 1,3-dichlorobenzene, and chlorobenzene. Concentrations of the four compounds detected have not exceed the Method 1 GW-1 standards over this 5 year monitoring period. A summary of the ' 1994 sampling events,the arithmetic mean, and the GW-1 standards are presented as Table 2. ' A comparison of the exposure point concentrations identified for soils at the site and the numerical standards outlined for Method 1 identified no compounds which exceed their S-1 soil standard. A ' summary of the May 1994 soil data and the S-1 soil standards are presented in Table 3. t � 1 7-1 8. RVB41NENT HAZARD EVALUATION ' As required b 310 CMR 40.0950, GES has evaluated if an Imminent Hazard exists. No imminent q Y ' hazard exists based upon the following: • With the exception of customers of the public water supply, no actual or likely human ' receptors have been identified at the site given the current use of the site. Since concentrations of compounds detected at the site are below GW-1 standards no exposure ' exists. • No exposure points were identified since the building is built on a concrete slab,the majority ' of the site is paved and the groundwater monitoring wells are considered inaccessible. 1 8-1 4 ' 9. CHARACTERIZATION OF RISK TO SAFETY ' A level of"No Significant Risk" to safety exists since conditions at the disposal site do not currently and will not in the foreseeable future pose a threat of physical harm or bodily injury to people. No corroded drums or containers or lagoons or presence of explosive levels of vapors have been detected ' at the site with respect to the release of hydrocarbons. 9-1 o, I -rk, 4 ' 10. FEASIBILITY OF RESTORATION TO BACKGROUND ' Pursuant to the requirements set forth in 310 CMR 40.0860 for a Class A-2 Response Action Outcome (RAO) Statement, GES has evaluated the feasibility of restoring the BTEX and MTBE concentrations ' to background levels. A remedial alternative that would reduce the identified residual release of gasoline in the soil and groundwater at the site to background levels is not considered feasible based upon a benefit-cost analysis. Since BTEX and MTBE concentrations at the site are currently below GW-1 groundwater 1 and S-1 soil standards, the costs of instituting a remedial action would not be justified by the benefits. The incremental cost of conducting the remedial action alternative is substantial and disproportionate to ' the incremental benefit of risk reduction,environmental restoration, and monetary and non-pecuniary values. 10-1 11. CONCLUSIONS ' Based upon the information gathered and data generated during this investigation,the following conclusions are presented: • The site has been subject to a past release of gasoline. The release has resulted in residual ' dissolved-phase gasoline constituents in the soil and groundwater. ' • Any potential sources identified during UST removals and construction activities were adequately removed. ' • The Risk Characterization via Method 1 indicated no compounds detected in groundwater samples collected from 1989 to 1994 exceed their respective GW-1 standard. ' • The Risk Characterization via Method 1 indicated no compounds detected in soil samples collected in 1994 exceed the S-1 standard. Therefore an activity use limitation(AUL)is not ' required for this site. ' • No imminent hazard exists at the site and there are no uncontrolled sources. • Based on the results of the Method 1 Risk Characterization, a condition of"No Significant Risk" of harm to health,public welfare and the environment exists for the release of hydrocarbons at the site at this time. • GES recommends closure of this site via a Class A-2 RAO. In accordance with the BRAMA Standard and Technical Justifications and the following activities were ' foregone: • Determination of the complete vertical and horizontal extent of gasoline release to ibackground levels was not required based upon the properties of the compounds identified, hydrogeological characteristics of the site,historical information provide for the site, and the levels detected in soil and groundwater at the site were below the Method 1 S-1 soil and GW-1 groundwater standards. 11-1 1 1 1 1 1 1 1 1 1 1 f 1 1 1 I 1 � FM -f4 .Qt Is 43)�vl.�+ rucr�'i�:,a i }� LnnZvon o fir. ' !I�Pt l rTrrb: r n 1 r S I F EL�:, 0 to J Ali. f I.t i y Dtt>i.te Ce e Puntl _ t) -FiNO - .b t32 E ICIPA Al r/Y y• Irl �`� j ��'r �t `fit'�.. •,t� a 01\� da•; / -- +" °- %, � a �.m'_ ®®i Q �� fla.°`�►i� ,1 5'. � � '}� �° �`/ r1�F A` �• d' �l;lttlP:5r1 "l A 45 2810 �r •1, c-e�r." x rwater`� T L� G rave�Vlt'Tank�l a� . 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' FIGURE 1 MOBIL STATION NO. 01-QJH SCALE SITE LOCUS PORTION OF 156 IYANOUGH ROAD ° 2'08� ' HYANNIS,MASSACHUSETTS HYANNIS, MASSACHUSETTS 1:25,000 QUADRANGLE (U.S.G.S. 1974) LOT 138 O O� LOT 142 LOT 137 O v LOT 131 VY\ LOT 148 =0 Q2V Q Qv O= LOT 143 YARMOUTH ROAD OQ AUTO SALES a LOT 149 LL LOT 144 O F S cc (7 SITEUND LLOETOPED LOT 132 LOT 147 -4/VPRIVATE RESIDENCE OI LOT 146 LOT 146 �y HYANNIS MARINE (FORMER CITGO STATION) ?&l I Q 0, O NOTES: SURROUNDING LAND USE MAP MOBIL STATION NO. 01-QJH SOURCE BARNSTABLE ASSESSOR'S MAP 328 PLAN NOT TO SCALE 156 IYANOUGH ROAD LOCATIONS BASED UPON OBSERVATIONS 15 MAY 1994 FIGURE 2 HYANNIS, MASSACHUSETTS �Q APPROXIMATE PROPERTY LINE % 1000-gallon Fiberglass 1000-gallon Fiberglass % Heating Oil UST Used Oil UST -TCatch 0 Oil Separator % Basi —W— Asphalt Pavement Approximate D —S— — — —S— Septic of BUILDING System_ I % Asphalt Pavement BENCH MARK D 36;88' EEG 2 % + B-2 + EEG-5 % EEG-3 Doublewall % B B-1 D • Fiberglass Landscaped Area + Dispenser 11"On Gasoline Islands, Tanks D il——D—�D— Concrete Pad& ' on % Overhead EEG-1 Dry Well Dry Well Canopy B-4 % ---'D----L Catch Separator B-4 + tSeparator % Landscaped Catch EEG-4 Basin Island 0 Dry % Basin 40 D Well Separator EEG-7 B-3 EEG-8 Landscaped ===T �,EEG-6 Destroyed in 19911 Catch Island a sm Plan Based upon a survey conducted by Gale Associates,Inc.on 30 April 1990 + LEGEND IYANOUGH (RT28) ROAD which utilized a USGS datum,a survey EEG-8 Groundwater Monitoring Well Location conducted by EE&G on 13 February 1992 and a taped survey conducted by GES on 09 May 1994. B-1 * Soil Boring Location SCALE (Drilled on 09 May 1994) FIGURE 3 MOBIL STATION NO.01-QJH 0 30 —W— Water Line 156 IYANOUGH ROAD —D— Drainage Line SITE PLAN HYANNIS,MASSACHUSETTS FEET —S— Sewer Line L APPROXDAATE PROPERTY LINE \ r \ 1 O FOsw € O O , N\ l� I BUILDING O �II EEG -2 ND 19.29' 14.66' 14.50 N1D 14.75 + } B-2 ..9 15. 14s5 2'' B-1 EEG-1+ \ \ \ \ ND 98, 19.12' 1 • 15.75[,&2 • u .ems:..: 14.43' I +B-4 1 14. 0 \ EEG-7 15.00 • I • ■ N% �2.0 15.5015.25� 14.75 O 19.41' 18.72' \ EEG-8 15.65' 15.68' — •� ND B-3 e 9.2 15.7 15.88' "EEG 6- Destroyed LEGEND Groundwater Monitoring Well Location IYANOUGH (RT 28) ROAD EE - Monitoring Well Location <1 Total BTEX Concentration(µg/L) <2.0 MTBE Concentration(µg/L) 21.17' Groundwater Depth(feet) 15.88' Groundwater Elevation(feet) Soil Boring Location FIGURE 4 MOBIL STATION NO.01-QJH SCALE 0 30 B 1 (Drillied on 09 May 1994) GROUNDWATER GRADIENT 156 IYANOUGH ROAD &BTEX/MTBE 15.75 CONCENTRATIONS MAP HYANNIS,MASSACHUSETTS FEET Groundwater Contour Line P — APPROXIMATE PROPERTY LINE., — \ r- - T 1 � Fo � ..•..o�� O \ l� 1 \ I BUILDING \ 1 ' I0.0487 \\ Q 1 _ EEG-2 1 -<16 \ 16 OI 14' EEG-5 \ ND <0.01 \ 121 114 EEG-3 I LEEG-* 1 ND <0.01 \ D� 1 4 la' � 1123 ND , EEG-4<0.01 12EEG-7 14'G-8EEG-6- Destroyed LEGEND Groundwater Monitoring Well Location IYANOUGH (RT 28) ROAD EEG-8 Soil Boring Location (Drilled on 09 May 1994) Soil Boring Designation FIGURE 5 SCALE M26 Total BTEX Concentration(µg/g) MOBIL STATION NO.01-QJH030 TPH Concentration g g) SOIL CONCENTRATIONS MAP 156 IYANOUGH ROADTPH Concentration(µg/g)Soil Sample Depth(feet) HYANNIS,MASSACHUSETTS FEET Soil Collected On:09 May 1994 �p 1 ' 1 1 1 ' TABLES 1 1 1 1 1 1 1 1 1 1 1 1 1 TABLE 1 HISTORICAL SITE MONITORING DATA Mobil Station No.01-QJH 156 Iyanough Road Hyannis,Massachusetts (August 1989-April 1994) �., � � Si Ft'UdUe� :`JCf)unE�watei'.. �: k ♦ � ♦ � ::. �tli I. z ♦'�♦ � ;ta r � � ♦. � <: ..,�., ::. „ :r: ,: ♦..; x .; ZC E�, .'�A�17e11e..�;bEflZL[k�'...� ��21�5.. '<I�T� '8�; .���� Ie��tla �3., •����,...., :,Wat�z;fit). .�xodu��, �� .�. : ��_,;..: � �,(��) �.:� (l�����.. . ,(!� )�.: fl��� ,z EEG-1 33.55 24 Aug 89 21.33 ND ND 12.22 NV ND ND ND ND 41 03 Jan 90 21.28 ND ND 12.27 ND ND ND ND ND 30 27 Mar 90 20.43 ND ND 13.12 ND ND ND ND ND 20 26 Apr 90 20.81 ND ND 12.74 ND ND ND ND ND 5 30 May 90 20.46 ND ND 13.09 ND ND ND ND ND ND 12 Feb 92 21.91 ND ND 11.64 ND ND ND ND ND ND 11 Jun 92 21.18 ND ND 12.37 ND ND ND ND ND ND 23 Sep 93 21.86 ND ND 11.69 ND ND ND ND ND 96 31 Jan 94 20.02 ND ND 13.53 ND ND ND ND ND ND 25 Apr 94 19.12 ND ND 14.43 <0.2 <0.2 <0.2 <0.4 ND 3.4 Arithmetic Mean 20.84 12.71 0.0 0.0 0.0 0.0 0.0 19.54 EEG-2 33.95 24 Aug 89 21.85 ND ND 12.10 ND ND ND ND ND ND 03 Jan 90 21.90 ND ND 12.05 ND ND ND ND ND 5.0 27 Mar 90 20.93 ND ND 13.02 ND ND ND ND ND ND 26 Apr 90 21.25 ND ND 12.70 ND ND ND ND ND ND 30 May 90 21.50 ND ND 12.45 ND ND ND ND ND ND 12 Feb 92 22.07 ND ND 11.88 ND ND ND ND ND ND 11 Jun 92 21.58 ND ND 12.37 ND ND ND ND ND ND 23 Sep 93 22.12 ND ND 11.83 ND ND ND ND ND 298 31 Jan 94 20.24 ND ND 13.71 ND ND ND ND ND 27 25 Apr 94 19.29 ND ND 14.66 <0.2 <0.2 <0.2 <0.4 ND 16 Arithmetic Mean 21.27 12.68 0.0 0.0 0.0 0.0 0.0 34.6 TABLE 1 HISTORICAL SITE MONITORING DATA Mobil Station No.O1-QJH 156 Iyanough Road Hyannis,Massachusetts (August 1989-April 1994) �MI. EEG-3 35.67 24 Aug 89 21.33 ND ND 14.34 ND ND ND ND ND ND 03 Jan 90 21.28 ND ND 14.39 ND ND ND ND ND 5.0 27 Mar 90 20.43 ND ND 15.24 ND ND ND ND ND ND 26 Apr 90 20.81 ND ND 14.86 ND ND ND ND ND ND 30 May 90 20.46 ND ND 15.21 ND ND ND ND ND ND 12 Feb 92 21.91 ND ND 13.76 ND ND ND ND ND ND 11 Jun 92 21.18 ND ND 14.49 ND ND ND ND ND ND 23 Sep 93 21.86 ND ND 13.81 ND ND ND ND ND ND 31 Jan 94 20.02 ND ND 15.65 ND ND ND ND ND ND 25 Apr 94 19.98 ND ND 15.69 <0.2 <0.2 <0.2 <0.4 ND 2.6 Arithmetic Mean 20.93 14.74 0.0 0.0 0.0 0.0 0.0 0.76 EEG-4 34.40 24 Aug 89 21.30 ND ND 13.10 ND ND ND ND ND 110 03 Jan 90 21.50 ND ND 12.90 ND ND ND ND ND 11 27 Mar 90 20.45 ND ND 13.95 ND ND ND ND ND ND 26 Apr 90 21.33 ND ND 13.07 ND ND ND ND ND 5 30 May 90 21.10 ND ND 13.30 ND ND ND ND ND ND 12 Feb 92 22.15 ND ND 12.25 ND ND ND ND ND ND 11 Jun 92 21.22 ND ND 13.18 ND ND ND ND ND ND 23 Sep 93 21.56 ND ND 12.84 ND ND ND ND ND 2.3 31 Jan 94 19.65 ND ND 14.75 ND ND ND ND ND ND 25 Apr 94 18.72 ND ND 15.68 <0.2 <0.2 <0.2 <0.4 ND <2.0 Arithmetic Mean 20.90 13.50 0.0 0.0 0.0 0.0 0.0 12.83 �P TABLE 1 HISTORICAL SITE MONITORING DATA Mobil Station No.O1-QJH 156 Iyanough Road Hyannis,Massachusetts (August 1989-April 1994) _. .:<. ..�..°.: � � �Eth � . � � � •n � y .... ;?..:.•� ':.� . :max..... � ..:: -. .a .`: ... :.. .�;. .:..•, :.-. �•..:: .�. .. .:::. .. .� ,»,, �� rut�n� ;�• •as�� atn i� De tltta : . �:I�e that 'T'htckn ss.: �Ie�ataan � . enzene •Tfl�uene ,benzene. WeIIter�atr .tt) wt.�r• ) .. c�duct(1t .. . .: t ( (: ) . ::�€ }: € ).,., .:{t ( ! } EEG-5 34.11 24 Aug 89 19.93 ND ND 14.18 ND ND ND ND ND ND 03 Jan 90 20.01 ND ND 14.10 ND ND ND ND ND 5.0 27 Mar 90 20.95 ND ND 13.16 ND ND ND ND ND ND 26 Apr 90 21.33 ND ND 12.78 ND ND ND ND ND ND 30 May 90 21.10 ND ND 13.01 ND ND ND ND ND ND 12 Feb 92 22.48 ND ND 11.63 ND ND ND ND ND ND 11 Jun 92 21.81 ND ND 12.30 ND ND ND ND ND ND 23 Sep 93 22.40 ND ND 11.71 1.2 ND ND ND ND ND 31 Jan 94 20.51 ND ND 13.60 ND ND ND ND ND ND 25 Apr 94 19.59 ND ND 14.52 <0.2 <0.2 <0.2 <0.4 ND 9.9 Arithmetic Mean 21.01 13.10 0.12 0.0 0.0 0.0 0.0 1.49 EEG-6 34.40 24 Aug 89 21.30 ND ND 13.10 NS NS NS NS NS NS 03 Jan 90 21.50 ND ND 12.90 ND ND ND ND ND 5 27 Mar 90 20.45 ND ND 13.95 ND ND ND ND ND ND 26 Apr 90 21.33 ND ND 13.07 ND ND ND ND ND ND 30 May 90 21.10 ND ND 13.30 ND ND ND ND ND ND Well Destroyed During Construction Arithmetic Mean 10.57 13.26 0.0 0.0 0.0 0.0 0.0 1.0 EEG-7 35.06 12 Feb 92 22.81 ND ND 12.25 NS NS NS NS NS NS 11 Jun 92 21.81 ND ND 13.25 ND ND ND ND ND 5 23 Aug 93 22.35 ND ND 12.71 ND ND ND ND ND ND 31 Jan 94 20.39 ND ND 14.67 ND ND ND ND ND ND 25 Apr 94 19.41 ND ND 15.65 <0.2 <0.2 <0.2 <0.4 ND <2.0 Arithmetic Mean 21.35 13.71 0.0 0.0 0.0 0.0 0.0 1.0 s TABLE 1 HISTORICAL SITE MONITORING DATA Mobil Station No.O1-QJH 156 Iyanough Road Hyannis,Massachusetts (August 1989-April 1994) �. 1c►rutvrn Ca�rx� ,... 1rn ,... .De to :7e th::o. Thyc nzMIR ene Ines z � h�1E C.: .. EEG-8 35.08 12 Feb 92 22.67 ND ND 12.41 ND ND ND ND ND ND 11 Jun 92 21.63 ND ND 13.45 ND ND ND ND ND ND 23 Aug 93 22.17 ND ND 12.91 ND ND ND ND ND ND 31 Jan 94 20.18 ND ND 14.90 ND ND ND ND ND 5 25 Apr 94 19.20 ND ND 15.88 <0.2 <0.2 <0.2 <0.4 ND <2.0 Arithmetic Mean 21.17 13.91 0.0 0.0 0.0 0.0 0.0 1.08 g/L is micrograms per liter Depths and elevations listed in feet. ND is not detected. NS is not sampled. Data Prior to 12 May 1994 reported by others. Arithmetic Mean= Sum of All Sampling Event Concentrations No.of Sampling Events IS TABLE 2 1989- 1994 GROUNDWATER DATA VS.MASSACHUSETTS MCP GROUNDWATER STANDARDS Mobil Station No.O1-QJN 156 Iyanough Road Hyannis,Massachusetts BTEX Sampled:25 April 1994 Lead Sampled:09 May 1994 EDB Sampled:09 May and 21 June 1994 .. r.. t,�,��,y,. MoF it�lt at 1 uz_tte t¢ 1.. .. _.;:Toluettie tttg/i 3 ; hvlben�ene:ttt xulene(u ]r l :;> `. ....:.....M I BE::1ttu/i l ::. T:Phd(u Ir 1: 1. a: .... � :::._: .,.�-�. 'x.....: ..:.:........ .r... .�.. �Fnr.. . .:... :... ...,.,_ ..:�...: .�...�` .:... eW11 35Ik -lvlean €? A r54: AyMeatt 25 A,: 94 �RX fl4!Ma.94 21 liyn 4€ „,,:.,.keazene: 13 `.:: � R Pr A, can 25 Apr 94 �Mt'an 25:Apr*J4 ., �1 can �: . l §.R.199G .. :(19$➢k94.:.:. .. . :..: 1+J4 (t989 19:94 . . 9891914 �t... 091vttt EEG-1 <0.2 0 <0.2 0 <0.2 0 <0.4 0 3.4 19,54 <5.0 <0.02 <0.5 <0.3 EEG-2 <0.2 0 <0.2 0 <0.2 0 1.9 0 16 34.6 <5.0 <0.02 1.9 <0.3 EEG-3 <0.2 0 <0.2 0 <0.2 0 <0.4 0 2.6 0.76 <5.0 <0.02 <0.5 <0.3 EEG-4 <0.2 0 <0.2 0 <0.2 0 <0.4 0 <2.0 12.83 <5.0 <0.02 <0.5 <0.3 EEG-5 <0.2 0.12 <0.2 0 <0.2 0 <0.4 0 9.9 1.49 <5.0 <0.02 <0.5 <0.3 EEG-6 NS 0 NS 0 NS 0 NS 0 NS 1 NS NS NS NS EEG-7 <0.2 0 <0.2 0 <0.2 0 <0.4 0 <2.0 1 <5.0 <0.02 <0.5 0.8 EEG-8 <0.2 0 <0.2 0 <0.2 0 <0.4 0 <2.0 1.08 <5.0 <0.02 <0.5 <0.3 a• x x 1V1Ethod 1 rrgttndwtertanrfards 0 s: 3i0GAIRt1fl474t ). ` GW-I 5 1,000 700 10,000 700 15 0.02 600 100.00 GW-2 2,000 6,000 30,000 6,000 50,000 NA 3 10,000 1,000 GW-3 7,000 50,000 4,000 50,000 50,000 30 50,000 8,000 500 <0.2 indicates less than the detection limit. EDB is ethylene dibromide MTBE is methyl tertiary butyl ether. µgA is micrograms per liter or parts per billion(ppb). NS is not sampled. Well EEG-6 was destroyed in 1991. A-Mean means Arithmetic Mean = Sum of All Sampling Event Concentrations(1989-1994) No.of Sampling Events(10 events) TABLE 3 1994 SITE SOIL DATA VS. MASSACHUSETTS MCP SOIL STANDARDS Mobil Station No. 0I-QJH 156 Iyanough Road Hyannis; Massachusetts Soil Samples Collected On: 09 May 1994 NEI B-1 (14') <0.005 <0.005' <0.005 <0.01 <0.01 121 B-2 (14') <0.005 0.016 0.0053 0.0274 <0.01 16 B-3 (14') <0.005 <0.005 <0.005 <0.01 <0.01 12 B-4 (14') <0.005 <0.005 I <0.005 <0.01 <0.01 15 GW-l/S-1 10 90 80 500 3 500 GW-l/S-2 10 90 80 800 3 2,500 GW-1/S-3 10 90 80 800 3 5,000 Exceedance in boldfaced type. µg/g is micrograms per gram or parts per million (ppm). L`�`/ 1 1 1 ' GRAPHS 1 1 1 1 1 1 1 1 1 1 1 ' 1 I � MOBIL - HYANNIS (01-0J1-1) BENZENE ' -- 2 rn w 1 M C V c 0 U 0 Jun 89 Dec 89 Jul 90 Jan 91 Aug 91 Feb 92 Sep 92 Apr 93 Oct 93 May 94 BTEX a� 2 c ea 1 c d u ' c 0 0 v Jun 89 Dec 89 Jul 90 Jan 91 Aug 91 Feb 92 Sep 92 Apr 93 Oct 93 May 94 MTBE ' W 300 250 c 200 ' R 150 aci 100 50 0 0 ' U Jun 89 Dec 89 Jul 90 Jan 91 Aug 91 Feb 92 Sep 92 Apr 93 Oct 93 May 94 ' HYDROGRAPH c ' ° 16.00 d 15.00 W m 14.00 d ' 3 � 13.00 12.00 11.00 Jun 89 Dec 89 Jul 90 Jan 91 Aug 91 Feb 92 Sep 92 Apr 93 Oct 93 May 94 ' • EEG-1 EEG-2 • EEG-3 ---0--- EEG-4 ---*— EEG-5 -- -- EEG-6 0 EEG-7 EEG-8 APPENDIX A HEALTH AND SAFETY PLAN I' JUN 30 '94 02:53PM GES RI P.1 L_\® ' HEALTH&SAFETY PLAN ' for Mobil Station No.O1-QIH ' 156 Iyanough Road Hyannis,Massachusetts ' Date: 22 April 1994 II Prepared by: Approved by: Approved by: 1 1 I JUN 30 '94 02:53PM GES RI P.2 1. SITE DESCRIPTION/SCOPE OF WORK S DFSCTLiPT[OI� ' Active: X_Yes No ' Name: Mobile Station 01-PV4 Location: 156 Iyanough Road,Hyannis,Massachusetts ' Type of Facility: Service Station Parcel Size: Less than 1/2 acre ' Surrounding Land Uses: Residential and Commercial ' Layout: Two lane road Area/Media Affected: Soil and Groundwater ' Additional Information. Site is active. 3 gasoline USTs ' S['(�IPE GF WORK Activities requiring entry to the site may include some or all of the following: ' •Construction/renovation activity •Installation of monitoring wells •Well development ' •Groundwater sampling •Installation of treatment system •Operation and maintenance of treatment system PERSQNNL Stephen Pause GES Project Engineer ' Michael L'Heureux GES Site Operations Manager Jonathan Morse GES Hydrogeologist Thomas Williamson GES Environmental Engineer ' Michele Paul GES Environmental Engineer Christopher Jakubiak GES Environmental Engineer S.Clayton Vaughan GES Environmantal Scientist Eric Axelrod GES Environmental Scientist ' Nicole Coppes GES Environmental Scientist Douglas McVey GES Environmental Engineer Thomas Potter GES Environmental Scientist George Stevens GES Geologist Rebecca Woolley GES Geologist Robert Kleiner GES Field Geologist Louis Pescetta GES Senior Technician ' Paul McNeil GES Technician Michael Pariseau GES Technician Michael Michaud GES Technician John Henry GES Technician David Waldman GES Technician Jason Overgaard GES Technician r JUN 30 '94 02:54PM GES RI P.3 L�\i 1 2. HAZARD EVALUATION Mat 'al of Gonc ' SOS PRIMARY HAZARD Gasoline •Irritant to skin 1 •If ingested,induces nausea and vomiting •Flammable ' •Combustible 1 B czffinE 1 Benzene 1 ppm 5 ppm Carcinogen Xylenes 100 ppm 150 ppm 1,000 ppm Toluene 100 ppm 150 ppm 2,000 ppm Ethylbenaene 100 ppm 125 ppm 2,000 ppm 1 Operadon�l General types of hazards associated with heavy machinery such as drilling operations, including overhead rig hazards,falling objects, lifting and straining,slips,trips, falls,and noise. 1 1 i 1 1 1 1 1 1 ' JUN 30 '94 02:54PM GAS RI P.4 3, PERSONNEL PROTECTION REQUIREMENTS Rwiratory Pam LEVEL D: No respiratory protection is necessary during on-site activities. Monitoring of the work zone using a Photoicnization Detector(PID)calibrated for benzene will be performed during field activities. The Site Safety Officer will be responsible for ensuring the proper use, maintenance, and calibration of monitoring equipment as well as monitoring frequency. LEVEL C: If warranted by monitoring,use of half-face,MSA negative pressure air purifying respirator equipped with GMC-H combination cartridges. All site personnel must be fit tested prior to performing site work. Action Levels PM—Breathing Zone Readings Above Background (sustained for 10 minutes) ' 0 to 5 m — remain in Level D 5 to 25 pp — upgrade to Level C respiratory protection >25 ppm — at consistent levels in breathing zone of greater than 25 ppm, discontinue work and notify Project Manager Protective Clothing Tyvek Coveralls Work Gloves Nitrile Gloves with inner liners (for sampling) Boots (steel toe/steel shank) Disposable Outerboots Safety Glasses or Goggles Hardhat Noise Protection Face Shield(optional) tT-raininiz Reauirerna= All personnel performing activities covered by this plan must be trained in accordance with the requirements of 29 CPR 1910.120(e). This includes initial 40-hour HAZWOPER, three days supervised on-site training, 8-hour refresher and manager training courses as appropriate. The contractor chosen to perform these activities must provide written documentation of such,for each employee who will be involved in activities at this site, before the start of work. personnel performing activities covered b this plan must be active participants in an All peaso p g Y P P P ongoing medical monitoring program in accordance with the requirements of 29 CFR 1910.120(f). The contractor chosen to perform these activities must provide written documentation of such,for each employee who will be involved in activities at this site, before the start of work. 1First Aid For field activities involving three or more GES personnel, at least one employee shall be trained in the performance of Standard First Aid and Adult CPR. JUN 30 '94 02:54PM GES RI P.5 [� 1 �Y ' 4. SITE CONTROLS A controlled work area should be established in the immediate vicinity of maintenance and sampling activities, Only those personnel who can comply with the requirements of this plan should be allowed into this area during any work activities which may result in exposure to the hazards previously specified. The work site should be marked off with traffic cones, caution tape,warning placards,etc., as appropriate. 5. DECONTAMINATION PROCEDURES The following procedures shall be followed for decontamination; -Remove gross contamination from tools, respirator,monitoring equipment, boots, etc.,prior to leaving the work-site,using water,paper towels,Nandi-wipes,etc.; -Completely decontaminate soiled equipment at the work-site using detergent and water and dispose of cleaning materials properly; -Dispose of contaminated gloves,Tyvek suits, used cartridges,paper towels,etc., by placing in a plastic bag and discarding in accordance with applicable standards; -Wash hands and face thoroughly with soap and water before lunch or coffee breaks, and as soon as practical after finishing work for the day; - Shower as soon as possible. ,r ' JUN 30 '94 02:55PM 6E5 RI P.6 p 6==VJ 6. EMERGENCY PROCEDURES PerQo*+al Iniury in the s 1 scion one All site personnel shall assemble at the decontamination line. A rescue team will be contacted and will enter the Exclusion Zone(if required)to remove the injured person to the hotline. The Site Safety Officer and Project Supervisor shall evaluate the nature of the injury,and the affected person should be decontaminated to the extent possible prior to movement to the Support Zone. An individual certified in Standard First Aid/Adult CPR shall initiate the appropriate first aid. Contact should be made for an ambulance and with the designated medical facility (if required). No persons shall reenter the Exclusion Zone until the cause of the injury or symptoms is determined. ' Upon notification of an injury in the Support Zone,the Site Safety Officer will assess the nature of the injury. If the cause of the injury or loss of the injured person does not affect the performance of the site personnel,operations may continue,with the Red Cross- certified person tiating the appropriate first aid and necessary follow-up as stated above. If the injury increases the risk to others,all site personnel shall move to the decontamination line for further instruction. Activities on site will stop until the risk is removed or minimized. Upon notification of a fire or explosion on site,all site personnel assembled at the site decontamination line. The fire department shall be alerted and all personnel moved to a safe distance from the involved area. ftrsgnal Pm ac dy R meet Failum If any site worker experiences a failure or alteration of protective equipment that affects the i protection factor,that person and his/her buddy shall immediately leave the Exclusion Zone. Reentry shall not be permitted until the equipment has been repaired or replaced. ' QIber Egnment Fa'1Lre If any other equipment on site fails to operate properly, Site Safety Officer shall be notified and then determine the effect of this failure on continuing operation on site. If the failure affects the safety of personnel,all personnel shall leave the Exclusion Zone until the situation is evaluated and appropriate actions taken, In all situations, when an on site emergency results in evacuation of the Exclusion Zone, personnel shall not reenter until: a. The conditions resulting in the emergency have been corrected; b. The hazards have been reassessed; c. The Site Safety Plan has been reviewed; d. Site personnel have been briefed on any changes in the Site Safety Plan; ' e. Personal Monitoring has been reviewed. ' JUN 30 '94 02:55PM GES RI P.7 v- I --Ift,eg The following personal monitoring will be in effect on site: Emon 1 xpoRr .4M in9 1 An evaluation of the site's hazards indicates that personal exposure sampling is not required. �dical MorLto 'n� 1 Cold Weathering Monitoring: Cold air temperature and wind chill will make field work uncomfortable. During these periods,field personnel should be aware of their body's requirement to keep warm. As the need arises, field personnel should seek shelter and drink warm fluids. Be aware of the body's signs of cold stress. Heat Stress Monitoring: Monitoring will be initiated when the ambient air temperature is above 70°F. The monitoring frequency will depend upon the temperature and the type of protective clothing worn. As temperature increases,the monitoring will become more frequent, The monitoring will include: •heart rate •body tempemture(oral) •body water loss(if practicable). ' As the need arises,field personnel should seek shade and/or shelter and consume plenty of fluids. Be aware of the body's signs of heat stress. II ' JUN 30 '94 02:55PM GE5 RI P.8 7. EMERGENCY INFORMATION 1 NEAREST TELEPHONE: On site- 508/771-3808 N AMBULANCE 508/775-2323 POLICE 508/775-1212 FIRE 508/775-2323 HOSPITAL 5081771-1800 Hoq kd Location and Directions Cape Cod Hospital 27 Park Street Hyannis,Massachusetts rDirections: Follow Iyanough Road(Rte 132)East to rotary junction with Rte 28. Go around the rotary onto Barnstable Road. Follow Barnstable Road to Main ' Street. Take a right onto Main Street. Follow 1/2 mile. Take right onto Park Street. Hospital is on Park Street. Map Included: _X_Yes No Additionll Phone Numbers GES REPRESENTATIVES GES Office 800/680-0414 24-Hour Service 800/366-2337 ext.10817 Michael L'H,eureux 413/536-7792(home) CLIENT REPRESENTATIVE Monique Hawkins 508/392-3005 STATE AGENCY DEP 508/946-2700 rNATIONAL RESPONSE CENTER 800/424-8802 ' POISON CONTROL CENTER 800/682-9211 1 r M r JUN 30 '94 02:56PM GES RI P•9 S. SIGN OFF SHEET ' All personnel have read the site-specific Health&Safety Plan and are familiar with its provisions. NAMErTiTLE SIGNATURE DATE 1. ' 2. 3. 4. 5. 6. 7• 8 9. ' 10. 11. ' 12. 13. ' 14. 15. 16. 17. 18. ' 19. 20. I` JUN 30 '94 02:56PM GES RI P.10 �- r...4 Z Q O^ •►C � V � 11 Q N '60 q 8 1'mhcr ul' 60p/� � `Ei » ESTELLA RDAll R p K ,�Srw,00l +t F T - I. w SF Ulst�0 e.c D�F j CEO, jan ub m ■ W I � � 6 � ONI Q 4 iE . Lu S` 5 INpIN-STJ00 Wt StUAR� Q � " s Ste— SI 1* -r "O1 UJ •YELLOW 8R �1� TrainSpIM `�� a RD E C OWN a � �CFh YpxM� � K ■ �'AV y �� ��/ �� �,ss� ,!� ./1 S1 3 y Cape Cod a RY OIEASO nC 01 ' � � b frru et! r ti1911� 01,1 Np RIpK C1R �l�S\� r , v `�� R. QpVE\`� h �� talio ry �OW w a�ur 71 ST pNt t b`r w It 4 S Loti q/y� 5S VN ' �,� �W �Flu t �• � o r /�un(1 v r+ 'r: ti`P• `or 4� �.�o�6t `� "A I? Nad S �C'� p15'1 4p �Ui�►rv�'�y �ST .!lP�E AV was 10 0 NYAN IS o �>,� Si g ctR ad 511MMER51`DE lA �aY �¢ �P ° u ► a ► 1 v RO �g�:�b � �1 r 1 �> NAa80R F i dlcn Sy `e G RD E 5/' �►� fs N11. _L �'V✓✓s� MIIRRA'f--WAYS ■ �Q per` e� J p'`�R�p0 O� NAU11CAl 5- ��41a,\1 Op A d\pINE'NO 4►� 1)�5,�DN A11tiE�01. .$ (: r► � t ■ � v \rl pSN �o � �' AV IR w`D �iA' Po�p� 3:�, ` MRo'C+� ' WMIOOEN AV NO b•. �- 1 r th A no OUAI, ROB' -CE—+��x/< '' MOBIL.STATION NO.01-QIH SCALE ' HOSPITAL LOCATION 156 IYANOUGH ROAD 0 11800 HYANNIS,MASSACHUSETTS Imo' i � �4 ' APPENDIX B QUALITY ASSURANCE/ QUALITY CONTROL PROGRAM I ' QUALITY ASSURANCE/QUALITY CONTROL QA/QC) PROGRAM ' Borings and Soil Screening All drilling equipment and associated tools (augers, rods, split-spoon samplers, etc.) shall be cleaned and decontaminated between borings, if needed, by high-pressure steam cleaning. Split- spoon samples shall be decontaminated between each use by brushing with a low-phosphate or phosphate-free detergent(such as Alconox or Liquinox) and rinsing with clean water. ' Split-spoon samples shall be gathered continuously. Soil samples shall be placed into 8-ounce jars (as sample recovery permits, filling each jar halfway), tightly covered with aluminum foil, and sealed with a teflon-lined cap. The jars shall be shaken vigorously for 15 seconds and allowed to ' stabilize for at least 10 minutes to ensure headspace development for screening with a photoionization detector(PID). Following headspace development, the jars should be shaken again, the lid removed, the foil punctured quickly with the PID probe, and the highest instrument ' reading obtained within 2 to 5 seconds shall be recorded in ink in a field book or drilling log. The PID shall be calibrated before sampling to yield total organic vapors as benzene with a 10.0 eV lamp. The PID calibration should be checked on a periodic basis. ' Monitoring Well Development All monitoring wells shall be purged to ensure representative samples for laboratory analysis. Each well shall be evacuated of at least three times the volume of the standing water within the casing by bailing with dedicated disposable polyethylene bailers for each well. The liquid level indicator and other non-dedicated equipment that may be used shall be decontaminated using a triple (water-methanol-water) rinse between each use. ' MonitoringSampling Well ' Wells shall be sampled in order from the least contaminated to the most contaminated(if known), or from upgradient to down-gradient locations. ' Wells shall be measured with a water-level indicator or interface probe for depth-to-product, depth-to-water, and length of casing (depth-to-bottom of well). ' All readings shall be measured from a marked point at the top of the casing. • The water-level indicator or interface probe shall be decontaminated between each gauging event by a triple (water-methanol-water) rinse. ' All information shall be immediately recorded in ink in a field book. ' All wells shall be purged of at least three volumes of water, or until dry, and allowed to recharge before sampling. • All groundwater samples shall be gathered by means of a new, dedicated, single-use check- ' valve bailer for each well. • All groundwater samples shall be placed into appropriate, properly labeled sample bottles ' and immediately placed into an iced cooler or refrigerated. A set of three samples shall be gathered from each well. • All requisite information shall be properly entered on a chain-of-custody form. • The Groundwater samples shall be transported to a state-certified laboratory for analysis within 48 hours of sampling. -oI ' APPENDIX C TEST BORING LOGS/WELL COMPLETION REPORTS 1 �Q 6®® 1 Groundwater & Environmental Services, Inc. Drilling Log Boring/Well No. B-1 Project 7003-0080 Client Mobil Sketch Map Location 156 Iyanough Road,Hyannis,MA BUILDING 1 Permit no. Total Depth 16.0' Diameter 4 1/4" .�-B_1 Casing Elevation Water Level:Initial Static Drilling Method HSA Sample Method 2"R 1p it-Spnon 1 Driller__Geosearch Log By GNH Date 9 Ma v 1994 1 Depth Sample Well PID Blow Recovery Lithology (feet) No. Const. (ppm) Count ASPHALT 3" 0 SS-1 ND 18-17-15-17 24/10" FILL: SAND: Uniform,mostly medium sand,fine 1 1 (0-2') sand,5-10%coarse sand,2-7%fine sub-angular gravel,dry,black-brown,(SP) 2 SS-2 ND 25-30-26-33 24/20" FILL: SAND: Uniform,mostly fine to medium sand, 3 (24') 10-20%coarse sand,2-7%fine sub-angular gravel,dry, ' brown,(SP) 4 SS-3 ND 19-18-17-17 24/16" SAND: Uniform,mostly fine to medium sand, (4-6') 2-7%coarse sand,fine sub-angular gravel,dry,light 5 brown,(SP) 1 6 SS4 ND 17-14-19-21 24/16" SAND: Uniform,mostly medium sand,5-10%fine (6-8') sand,5-10%coarse sand,2-7%fine sub-angular 7 gravel,dry,light brown,(SP) 1 8 SS-5 ND 12-11-9-9 24/18" SAND: Uniform,mostly fine to medium sand,2-7% (8-10') coarse sand,<2%fine sub-angular gravel,dry,light 9 gray,(SP) 10 SS-6 ND 6-9-9-9 24/24" SAND: Uniform,mostly fine to medium sand,2-7% 1 (10-12') coarse sand,<2%fine sub-angular gravel,dry,light 11 gray,(SP) 12 SS-7 ND 9-12-11-11 24/24" SAND: Uniform,mostly fine sand, 10-20%medium (12-14') sand,5-10%coarse sand,<2%fine sub-angular gravel, 1 13 dry,light brown,(SP) 14 SS-8 ND 11-13-21-14 24/24" SAND: Uniform,mostly fine sand, 10-20%medium (14-16') sand,5-10%coarse sand,<2%fine sub-angular gravel, 15 dry,light brown,(SP) i 16 17 End of Boring 16.0'. ' 18 19 20 ' 21 22 ' 23 24 25 ' 26 27 ' El El S I I 11 0 PAGE 1 OF 1 SAND NATIVEFILL BENTONITE SCREEN RISER BEDROCK STEEL. TRANSITION CASING SAND n Groundwater & Environmental Services, Inc. Drilling Log Boring/Well No. B-2 Project 7003-0080 Client Mobil Sketch Map Location 156 Iyanough Road,Hyannis,MA BUILDING Permit no. Total Depth 16.0' Diameter 4 1/4" Casing Elevation Water Level:Initial Static B- Drilling Method HSA Sample Method 9"S lit-.Sp nnn Driller Geosearch Log By GNH Date 9 May 1994 Depth Sample Well PID Blow (feet) No. Connt. (ppm) Count Recovery Lithology ASPHALT 3" 0 SS-1 ND 11-12-10-10 24/20" FILL: SAND: Uniform,mostly fine to medium ' 1 (0-2') sand,5-10%coarse sand,2-7%sub-angular gravel, dry,brown,(SP) 2 SS-2 ND 8-8-8-10 24/16" FILL: SAND: Uniform,mostly fine to medium sand, 3 (24) 2-7%coarse sand,dry,gray,(SP) ' SS-3 ND 7-7-9-13 24/16" FILL: SAND: Uniform,mostly medium sand, 4 10-20%fine sand,5-10%coarse sand,2-7%fine to (4-6) coarse sub-angular gravel,dry,reddish brown,(SP) ' S 6 SS-4 ND 10-9-7-9 24/12" SAND: Uniform,mostly fine to medium sand, (64) 5-10%coarse sand,2-7%sub-angular gravel,dry, 7 gray,(SP) ' 8 SS-5 ND 7-7-8.8 24/10" SAND: Uniform,mostly medium sand, 10-20%fine (8-10') sand,5-10%coarse sand,<2%fine sub-angular 9 gravel,dry,gray,(SP) 10 SS-6 ND 7-7-7-8 24/20" SAND: Uniform,mostly fine to medium sand, (10-12') 5-10%coarse sand,2-7%fine to coarse sub-angular 11 gravel,dry,gray,(SP) 12 SS-7 ND 8-7-8-7 24/18" SAND: Uniform,mostly medium sand,coarse reddish (12-14') brown sand lense, 10-20%fine sand,2-7%fine sub- ' 13 angular gravel,dry,gray,(SP) 14 SS-8 ND 8-8-7-6 24/18" SAND: Uniform,mostly medium sand, 10-20% (14-16) coarse sand,5-10%fine sand,5-10%fine sub-angular 15 gravel,dry,gray,(SP) ' 16 17 End of Boring 16.0' ' 18 19 ' 20 21 22 ' 23 , 24 25 26 27 I I Ed PAGE 1 OF 1 SAM) NATIVE FILL BENTOFTTE SCREEN RISER BEDROCK STEEL TRANSITION CASING SAND Y 1.4 -ZQ Groundwater & Environmental Services Inc. Drilling Log Boring/Well No. B-3 ' Project 7003-0080 Client Mobil Sketch Map Location 156 Iyanough Road,Hyannis,MA BUILDING Permit no. Total Depth 16.0' niameter 4 1/4" Casing Elevation Water Level:Initial Static Drilling Method HSA Sample Method 2"S limit-S2gon B-3 ' Driller Geosearch Log By GNH Date 9 May 1994 ' Depth Sample Well PID Blow Recovery Lithology (feet) No. Const. (ppm) Count ORGANICS 6" 0 SS-1 ND 3-5-9-9 24/16" FILL: SAND: Uniform,mostly medium sand, ' (0-2') 10-20%coarse sand,2-7%fine sand,5-10%fine 1 sub-angular gravel,dry,brown,(SP) 2 SS-2 ND 10-11-11-19 24/16" SAND: Uniform,mostly medium sand,10-20% (24) coarse sand,5-10%fine sand,2-7%fine sub-angular gravel, ' 3 light brown,dry,(SP) 4 SS-3 ND 9-9-10-10 24/14" SAND: Uniform,mostly medium sand,10-20% (4-6') coarse sand,10-20%fine sand,2-7%fine sub-angular gravel,weathered and disintregrated cobbles,dry,dark 5 reddish-brown,(SP) 6 SS-4 ND 13-30-15 11 24/20" SAND: Uniform,mostly medium sand,5-10% (6-8') i coarse sand,5-10%fine sand,2-7%fine sub-angular 7 gravel,dry,gray,(SP) 8 SS-5 ND 9-8-7-7 24/18" SAND: Uniform,mostly fine to medium sand,5-10% ' (8-10') coarse sand,dry,gray,(SP) 9 10 SS-6 ND 11-10-10-9 24/18" SAND: Uniform,mostly fine to medium sand, (10-12') 5-10%coarse sand,5-10%fine sub-angular gravel, 11 dry,gray,(SP) 12 SS-7 ND 7-6-6-5 24/24" SAND: Uniform,mostly fine sand,5-10%coarse sand, (12-14') dry,gray,(SP) ' 13 14 SS-8 ND 5-5-4-6 24/24" SAND: Uniform,mostly medium sand, 10-20%fine (14-16) sand,5-10%coarse sand,<2%fine sub-angular gravel, 15 dry,gray,(SP) ' 16 17 End of Boring 16.0' ' 18 19 20 ' 21 22 23 24 25 ' 26 27 LEI] I I I I PAGE 1 OF 1 SAND NATIVE FILL BENTONITE SCREEN RISER BEDROCK STEEL TRANSITION CASING SAND Groundwater & Environmental Services, Inc. Drilling B-4 Log Boring/Well No. ' Project 7003 0080 Client Mobil Sketch Map Location 156 Iyanough Road,Hyannis,MA BUILDING ' Permit no. Total Depth 16.0' niameter 4 1/4" Casing Elevation Water Level:Initial Static +B4 Drilling Method HSA Sample Method 2"Split-Spoon ' Driller Geosearch Log By GNH Date 9 May 1994 ' Depth Sample Well PID Blow (feet) No. Connt. (ppm) Count Recovery Lithology ORGANICS 6" 0 SS-1 ND 3-5-9-9 24/24" SAND: Uniform,mostly medium sand,5-10% 1 (0-2') coarse sand,5-10%fine sand,dry,gray,(SP) 2 SS-2 ND 10-11-11-14 24/20" SAND: Uniform,mostly medium sand,5-10%coarse (24') sand,5-10%fine sand,2-7%sub-angular fine gravel, 3 dry,gray,(SP) 4 SS-3 ND 9 9-10-10 24/24" SAND: Uniform,mostly medium sand,5-10% (4-6') coarse sand, 10-20%fine sand,2-7%sub-angular 5 fine gravel,dry,gray,weathered cobble,(SP) ' 6 SS-4 ND 13-30-15-11 24/18" SAND: Uniform,mostly medium sand, 10-20% (64) coarse sand, 10-20%fine sand, 10-20%angular 7 gravel,dry,gray-brown,(SP) ' 8 SS-5 ND 9-8-7-7 24/12" SAND: Uniform,mostly fine to medium sand, (8-10') 5-10%coarse sand,gray-brown,dry,(SP) 9 10 SS-6 ND 11-10-10-9 24/12" SAND: Uniform,mostly fine to medium sand, ' (10-12') 5-10%coarse sand,gray-brown,dry,(SP) 11 12 SS-7 ND 7-6-6-5 24/16" SAND: Uniform,mostly fine to medium sand, (12-14') 5-10%coarse sand,rounded quartz cobble,dry,gray, ' 13 (SP) 14 SS-8 ND 5-54-6 24/16" SAND: Uniform,mostly fine to medium sand, (14-16') 10-15%coarse sand,2-7%sub-angular gravel,dry, 15 gray,(SP) ' 16 17 End of Boring 16.0' ' 18 19 20 ' 21 22 t 23 24 25 ' 26 27 El D R I I 11 11 Ed PAGE 1 OF 1 SAND NATIVE FILL BENTONITE SCREEN RISER BEDROCK STEEL TRANSITION CASING SAND i PROJECT NAME: Mobil- Hyannis ' EE&G PROJECT LOCATION: 156 Ivanough Road - Hyannis, Massachusetts PROJECT NUMBER: 89.1098MA SHEET __1_OF 1 E4VIRONI4�14TALENGWFMUNG INSPECTOR: K. Smith BORING NO.: B-1, EEG-1 & GEOTECHNICS,INC. DRILLING CO.: Cape Cod Test Boring Co. _ DATE STARTED: 8/8/89 ' GROUNDWATER OBSERVATIONS DRILLER: Rob Plaice DATE FINISHED: 8/8/89 DATE TIME DEPTH LOCATION: see plan SURFACE ELEVATION: 100.00, CASING SAMPLER CORE 21.54' TYPE Auger SS SIZE I.D. 1 3/8" INCHES HANiMIER WT 140 lb BIT POUNDS ' HANEMER FALL 30" INCHES D SAMPLE E ' T (Blows Casing Sample PEN REC SAMPLE DEPTH Photo- SAMPLE DESCRIPTION (FROM-TO) BLOWS/6" vac TIP H per ft) type-No. inches feet (PPm) SS-1 18/8 0.0 - 1.5' 3-7-9 ND* Topsoil 0.5' SAND: Well graded, 5-10% gravel,coarse to fine, mostly medium,5-10% nonplastic fines, ' ry, light brown (SP) 3.5' SS-2 18/10 4.0 - 5.5' 5-8- 14 ND SAND: Uniform, coarse to medium, mostly 5 medium, 0-5% nonplastic fines, dry, orangish- brown (SP) 7.0' GRAVELLY SAND: Well graded, 10-20%gravel, li coarse to fine, 0-5% nonplastic fines, ' 10 SS-3 18/10 9.0 - 10.5' 5-8- 13 ND dry, light brown (SW) 15 SS-4 18/12 14.0 - 15.5' 6- 15- 10 ND GRAVELLY SAND: same as SS-3 above(SW) 20 SS-5 18/10 1 19.0 - 20.5' 5-6-9 ND SAND: Poorly graded, coarse to fine, mostly medium, 0-5% nonplastic fines, moist, light brown (SP) ' 25 SS-6 18/9 24.0 - 25.5' 2-4-4 ND SAND: Same as SS-5 above, except satuarted (SP) SAND: Same as SS-6 above (SP) 30 SS-7 18/12 29.0 - 30.5' 4-5-7 1 ND Granular Soils Cohesive Soils SAMPLE TYPES REMARKS: BOTTOM OF TEST BORING AT 30.5' ' N-value Dens N-value Density <4 very loose <2 very soft SS-split spoon * ND - Nondetectable 5-10 loose 2-4 soft ST-shelby tube 11 -30 medium 4-8 medium stiff AF flight INSTALLED MONTIORING WELL(EEG-1) TO 25.0' 31 -50 dense 8-15 stiff auger g ' >50 very dense 1 15-30 very stiff I RC-rock core ' (!L&G ENVIRONMENTAL ENGINEERING & GEOTECHNICS, INC. MONITORING WELL INSTALLATION REPORT ' PROJECT NAME Mobil - Hyannis PROJECT NO. 89.1098MA LOCATION 156 I anoU h Road Hyannis, Massachusetts INSTALLATION DATE 8/8/89 CLIENT Mobil Oil Cor2oration TOP OF WELL ELEV. 100-00 CONTRACTOR Cape Cod Test Boring Co WELL NO. EEG-1 ' DRILLER ER Rob Plaice ENG/GEOLOGIST K. Smith BORING NO. B-1 ' DEPTH TO GROUNDWATER: 21.54' OX GROUNDWATER ELEVATION: 78,46' GATE B ' EXISTING GROUND SURFACE 0.5' CEMENT SEAL ' 5.5' NATURAL BACKFILL 4.0-INCH I.D.SCHEDULE 40 PVC PIPE WITH THREADED tJOINTS. RISER PIPE. 0.5' BENTONITE PELLET.SEAL 9.0 11.0 INCH DIAMETER BOREHOLE ' 25.0' : :>:.. 0.010-INCH SLOTTED WELL SCREEN ' 10.0' {v> :4S?i .rA; ' SILICA SAND FILTER 4.0•INCH I.D.SCHEDULE 40 PVC WELLPOINT PROJECT NAME: Mobil- Hyannis ' EE&G PROJECT LOCATION: 156 Ivanough Road- Hyannis, Massachusetts PROJECT NUMBER: 89.1098MA SHEET 1 OF 1 ENVIRONMFNTALENGMMUNG INSPECTOR: K. Smith BORING NO.: B-2. EEG-2 ' dt GEOTECHMCS,INC. DRILLING CO.: Cape Cod Test Boring Co. DATE STARTED: 8/8/89 GROUNDWATER OBSERVATIONS DRILLER: Rob Plaice DATE FINISHED: 8/8/89 DATE TIME DEPTH LOCATION: see plan SURFACE ELEVATION. 100.46' ' 8/9/89 10' CASING SAMPLER CORE TYPE Auger SS SIZE I.D. 1 3/8" INCHES HAM)\,iER WT 140 lb BIT POUNDS ' HAMMER FALL 30" INCHES D SAMPLE p Casing PEN. SAMPLE DEPTH Photo- SAMPLE DESCRIPTION T (Blows Sample R C BLOWS 6' vac TIP ' H type-No. E (FROM-TO) / per ft) inches feet (ppm) SS-1 18/8 0.0 - 1.5' 6- 12- 12 2.0 Asphalt Pavement 2-3' 0.25' ' FILL; GRAVELLY SAND: Well graded, 10-20% gravel, coarse to fine, mostly medium, 5-10% nonplastic fines, dry, orangish-brown (SW) ' 5 SS-2 18/8 4.0 - 5.5' 9- 12- 14 2.6 4.5' SAND: Well graded, 10-15% gravel, coarse to fine, mostly medium, 5-10% nonplastic fines, ' dry, orangish brown (SP) 9.0' ' 10 SS-3 18/10 9.0 - 10.5' 7- 10- 11 0.4 SAND: Uniform, coarse to fine, mostly medium 0-5% nonplastic fines, dry, light brown (SP) 15 SS-4 18/12 14.0 - 15.5' 5- 11 -12 1.1 SAND: Same as SS-3 above (SP) 20 SS-5 18/10 19.0 - 20.5' 5-6- 11 ND* SAND: Same as SS-3 above(SP) ' 25 SS-6 18/8 24.0 - 25.5' 5- 10- 13 0.2 SAND: Same as SS-3 above, except satuarted (SP) SAND: Same as SS-6 above(SP) ' 30 SS-7 18/12 29.0 - 30.5' 3-5-7 0.4 Granular Soils Cohesive Soils SAMPLE TYPES REMARKS: BOTTOM OF TEST BORING AT 30.5' ' N-value Dens N-value Density <4 very loose <2 very soft SS slitspoon 5-t 0 loose 2-4 soft pND - Nondetectable 11 -30 medium 4-8 medium stiff ST-shelby tube 31 -50 dense 8-15 stiff AF-auger flight INSTALLED MONTIORING WELL(EEG-2) TO 30.0' ' >50 very dense 1 15-30 very stiff RC-rock core EE&G ENVIRONMENTAL ENGINEERING & GEOTECHNICS, INC. ' MONITORING WELL INSTALLATION REPORT ' PROJECT NAME Mobil - Hyannis PROJECT NO. 89.1098MA LOCATION 156 I anou h Road Hy annis Massachusetts INSTALLATION DATE 8/8/89 ' CLIENT Mobil Oil Corgorati6n TOP OF WELL ELEV 100.46' CONTRACTOR Cape Cod Test Borina Co WELL NO. EEG-2 ' DRILLER Rob Plaice ENG/GEOLOGIST K. Smfth BORING N0. B-2 DEPTH TO GROUNDWATER: 21.10' GATE BOX GROUNDWATER ELEVATION: 79.36' ' EXISTING GROUND SURFACE 0.5' CEMENT SEAL 4.0114 NATURAL BACKFILL ' 4.NNCH I.D.SCHEDULE 40 PVC PIPE WITH THREADED JOINTS. RISER PIPE. 04 BENTONITE PELLET SEAL ' 10.0 . :<.... 11.0 INCH DIAMETER BOREHOLE ' 0.010-INCH SLOTTED WELL SCREEN 30.0' Yu_ 15.0' SILICA SAND FILTER 1 4.04NCH I.D.SCHEDULE 40 PVC WELLPOINT i f _ PROJECT NAME: Mobil Hvann�s - EE&G PROJECT LOCATION: 156 Ivanough Road- Hyannis, Massachusetts ' PROJECT NUMBER: 89.1098MA SHEET 1 OF 1 ENVIR0NMR4TALENGNElM NG INSPECTOR: K. Smith BORING NO.: B-3, EEG-3 & GEOTECHMCS,INC. DRILLING CO.: Cape Cod Test Boring Co. DATE STARTED: 8/9/89 ' GROUNDWATER OBSERVATIONS DRILLER: Rob Plaice DATE FINISHED: 8/9/89 DATE TIME DEPTH LOCATION: see plan SURFACE ELEVATION: 101.90, CASING SAMPLER CORE 8/9/89 22.0' TYPE Auaer SS SIZE I.D. 1 3/8' INCHES H.AMT,IER WT: 140 lb Rrr POUNDS HAMMIER FALL 30' INCHES D SAMPLE E Casing PEN SAMPLE DEPTH Photo- SAMPLE DESCRIPTION (Blows Sample REC. (FROM-TO) BLOWS/6' vac TIP H per ft) type-No inches feet (PPm) SS-1 18/10 0.0 - 1.5, 6-6-3 ND* I Asphalt Pavement 2-3' 025' ' FILL; GRAVELLY SAND: Well graded, 10-20% gravel, coarse to fine, mostly medium, 5-10% nonplastic fines, dry, orangish-brown (SW) 4.5' SS-2 18/12 4.0 - 5.5' 14-20-24 ND 5 SAND: Well graded, 10-15% gravel, coarse to fine, mostly medium, 5-10% nonplastic fines, ' dry, orangish brown (SP) 9.0' 1 0 SS-3 18/10 9.0 - 10.5' 9- 13-20 -ND SAND: Uniform, coarse to fine, mostly medium 0-5% nonplastic fines, dry, light brown (SP) 5 SS-4 18/12 14.0 - 15.5 5-12-16 ND SAND: Same as SS-3 above (SP) 1 . SS-5 18/12 19,0 - 20.5' 7- 11 - 13 ND SAND: Same as SS-3 above(SP) 20 25 SS-6 18/6 24.0 - 25.5' 3-5- 11 ND SAND: Same as SS-3 above, except satuarted (SP) SAND: Same as SS-6 above (SP) 301 SS-7 18/12 1 29.0 - 30.5' 4-4-7 ND Granular Soils Cohesive Soils SAMPLE TYPES REMARKS: BOTTOM OF TEST BORING AT 30.5' N-value Dens N-value Density <4 very loose <2 very soft SS-split spoon *ND - Nondetectable 5-10 loose 2-4 soft ST-shelby tube 11 -30 medium 4-8 medium stiff AF-au flight INSTALLED MONTIORING WELL(EEG-1) TO 30.0' 31 -50 dense 8-15 stiff auger 9 >50 very dense 1 15-30 very stiff RC-rock core EE&G ENVIRONMENTAL. ENGINEERING & GEOTECHNICS, INC. ' MONITORING WELL INSTALLATION REPORT PROJECT NAME Mobil - Hyannis PROJECT NO. 89.1098MA LOCATION 156 l anoU h Road Hyannis, Massachusetts INSTALLATION DATE 8/9/89 CLIENT Mobil Oil Corgoration TOP OF WELL ELEV. 101 .90, CONTRACTOR Cape Cod Test Boring Co WELL NO. EEG-3 DRILLER Rob Plaice ENG/GEOLOGIST K. Smith BORING NO. B-3 ' DEPTH TO GROUNDWATER: 22•0' GATE BOX GROUNDWATER ELEVATION: 79.90' ' EXISTING GROUND SURFACE 0.5 CEMENT SEAL 7 5' NATURAL BACIFILL 4.0-INCH I.D.SCHEDULE 40 PVC PIPE WITH THREADED JOINTS. RISER PIPE. ' 0.5' BENTONITE PELLET SEAL 7.0' }+ ' 11.0INCH DIAMETER BOREHOLE `. . 0.01 CHNCH SLOTTED WELL SCREEN 30.0' 15.0' SILICA SAND FILTER 1 1 4.0-INCH I.D.SCHEDULE 40 PVC WELLPOINT PROJECT NAME: Mobil- Hyannis EE&G PROJECT LOCATION: 156 Iyanouah Road- Hyannis, Massachusetts PROJECT NUMBER: 89.1098MA SKEET 1 OF 1 ' FNVIRONMR-TTAL ENGM RING INSPECTOR: K. Smith BORING NO.: B-4. EEG-4 &GEOTECUMCS,INC. DRILLING CO.: Cage Cod Test Boring Co. DATE STARTED: 8/9189 DRILLER: Rob Plaice DATE FINISHED: 8/9/89 ' GROUNDWATER OBSERVATIONS 100.00 see plan DATE TIME DEPTH LOCATION: SURFACE ELEVATION: CASING SAMPLER CORE $IB189 20.0' TYPE Auger SS ' SIZE I.D. 1.3/8 INCHES HAAMIER VV'I 140 lb BIT POUNDS HANfMER FALL 30' INCHES e SAMPLE P Casing PEN. SAMPLE.DEPTH Photo- SAMPLE DESCRIPTION ' T (Blows Sample REC. (FROM-TO) BLOWS/6' vac TIP H per ft) type-No inches feet (PPm) SS-1 18/8 0.0- 1.5' S- 12- 15 ND* Asphalt Pavement 2-3' 0.25' FILL; GRAVELLY SAND: Widely graded, ' 10-15% gravel, coarse to fine, 10-20% non- plastic fines,dry, light grayish-brown(SM) 4.5' ' 5 SS-2 18/12 4.0 - 5.5' 12-34-52 0.8 GRAVELLY SAND. Well graded,20-30°� coarse to fine gravel, coarse to fine, mostly coarse, 5-10% nonplastic fines, dry, light ' brown (SW-GW) SS-3 18/3 9.0 - 10.5' 16-21 -25 1.0 GRAVELLY SAND: Same 10 as SS-2 above (SW-GW),slight odor SS-4 18/10 14.0 - 15.5' 4-8-13 58.2 GRAVELLY SAND: Well graded, 10-20% 15 coarse to fine gravel, coarse to fine sand, ' 5-10% nonplastic fines, rock fragments, dry, light brownish gray (SW-GW) 19, ' SS-5 18/12 19.0 - 20.5' 6-7- 10 1.5 SAND: Uniform,coarse to fine, mostly medium 20 0-5% nonplastic fines, dry-moist, light brown- gray(SP) ' 25 SS-6 18/10 24.0 - 25.5' 10- 15- 14 1.7 SAND: Same as SS-5 above, except satuarted (SP) 1 SAND: Same as SS-6 above(SP) 30 SS-7 18/10 29.0 - 30.5' i 7- 10- 12 2.5 Granular Soils Cohesive Soils SAMPLETYPES REMARKS: BOTTOM OF TEST BORING AT 30.5' N-value Dens' N-value Density <4 very loose <2 very soft SS-split spoon 'ND - Nondetectable 5-10 Bose 2-4 soft ST-shelby tube 11 -30 medium 4-8 medium stiff auger AF- flight INSTAL LED MONTIORING WELL(EEG-4) TO 30.0' 31 -50 dense 8-15 stiff 9 9 >50 very dense I 15-30 very stiff RC-rock core EE&G ENVIRONMENTAL ENGINEERING & GEOTECHNICS, INC. ' MONITORING WELL INSTALLATION REPORT PROJECT NAME Mobil - Hyannis PROJECT NO. 89.1098MA LOCATION 156 I anou h Road Hyannis, Massachusetts INSTALLATION DATE 8/9/89 III ' CLIENT Mobil Oil Com oration TOP OF WELL ELEV. 100.00, CONTRACTOR Cape Cod Test Boring- Co WELL NO. EEG-4 ' DRILLER Rob Plaice ENG/GEOLOGIST K. Smfth BORING NO. B-4 ' DEPTH TO GROUNDWATER: 20.0' GATE BOX GROUNDWATER ELEVATION: 80.0' ' EXISTING GROUND SURFACE 0.5 CEMENT SEAL 2.01 NATURAL BACKFILL 4.0-INCH I.D.SCHEDULE 40 PVC PIPE WITH THREADED ' JOINTS. RISER PIPE. 0.5' BENTONITE PELLET SEAL ' 14.0' 11.0INCH DIAMETER BOREHOLE 0.010-INCH SLOTTED WELL SCREEN 27.0' 10.0' > " SILICA SAND FILTER 4.0-INCH I.D.SCHEDULE 40 PVC WELLPOINT i PROJECT NAME: Mobil- Hyannis EE&G PROJECT LOCATION: 156 tvanough Road - Hyannis, Massachusetts ' PROJECT NUMBER: 89.1098MA SHEET --!—OF 1 EWIRON1rff•4LT LENGMMUNG INSPECTOR: K. Kavanauah BORING NO.: B-5, EEG-5 do GEOTECHNICS,INC. DRILLING CO.: Cape Cod Test Boring Co. DATE STARTED: 8/23/89 ' GROUNDWATER OBSERVATIONS DRILLER: Rob Plaice DATE FINISHED: 8/23/89 DATE TIME DEPTH LOCATION. see plan SURFACE ELEVATION: 100.00, CASING SAMPLER CORE ' 8/24/89 22.05' TYPE Auger SS SIZE I.D. 1 3/8" INCHES HA A,ER WT 140 Ib BIT POUNDS ' Lj HAMAIER FALL 30". INCHES D SAMPLE E p wing' PEN. SAMPLE DEPTH Photo- SAMPLE DESCRIPTION T (Blows REC (FROM-TO) BLOWS/6" vac TIP H per ft) type-No inches feet (Ppm) SS-1 18/8 0.0 - 1.5' 5-7-8 0.1 TOPSOIL 0.25' ' SAND: Well graded,5-10% gravel,coarse to fine, mostly fine, 5-10% nonplastic fines, dry, light brown (SP) 5 SS-2 18/6 4.0 - 5.5' 5-7- 10 ND' 6' SAND: Well graded,0-5% gravel, coarse to fine, mostly medium, 0-5% nonplastic fines, dry, light brown (SP) ' 10 SS-3 18/10 9.0 - 10.5' 8- 12- 11 ND SAND: Same as SS-2 above(SP) 15 SS-4 18/8 14.0 - 15.5' 10- 12-11 ND SAND: Same as SS-2 above(SP) ' 19' 20 SS-5 18/12 19.0 - 20.5' 5-6-6 ND SAND: Uniform, coarse to fine, mostly medium 0-5% nonplastic fines, dry-moist, light brown- gray(SP) 25 SS-6 18/16 24.0 - 25.5' 16-7-9 0.3 SAND: Same as SS-5 above, except satuarted (SP) ' (Augered to 30' no sample) SAND: Same as SS-6 above(SP) 30 Granular Soils Cohesive Soils SAMPLE TYPES REMARKS: BOTTOM OF TEST BORING AT 30.0' N-value Density N-value Density ' <4 spoon ND • Nondetectable very loose <2 very soft SS-splitp s 5-10 loose 2-4 soft 11 -30 medium 4-8 medium stiff ST-shelby tube 31 -50 dense 8-15 stiff AF-auger flight INSTALLED MONTIORING WELL(EEG-5) TO 30.0' >50 ver, dense 15,30 very stiff RC-rock core i ' EE&G ENVIRONMENTAL ENGINEERING & GEOTECHNICS, INC. MONITORING WELL INSTALLATION REPORT PROJECT NAME Mobil - Hyannis PROJECT NO. 89.1098MA LOCATION 156 I anou h Road Hyannis, Massachusetts INSTALLATION DATE 8/23/89 ' CLIENT Mobil Oil Cor oration TOP OF WELL ELEV 100.00, ' CONTRACTOR Cape Cod Test Boring Co WELL No. EEG-5 DRILLER Rob Plaice ENG/GEOLOGIST K. Kavanau h BORING NO. B-5 DEPTH TO GROUNDWATER: 22.05' GATE BOX GROUNDWATER ELEVATION: 77.95' EXISTING GROUND SURFACE 0.5' CEMENT SEAL ' 7.0' NATURAL BACIFILL 2.0-INCH I.D.SCHEDULE 40 PVC PIPE WITH THREADED JOINTS. RISER PIPE. 1 .0' BENTONITE PELLET SEAL 7.0 4.25 INCH DIAMETER BOREHOLE 0.0104NCH SLOTTED WELL SCREEN 25.0' 1 10.0' ' SILICA SAND FILTER 1 2.0-INCH I.D.SCHEDULE 40 PVC WELLPOINT (!L&G ENVIRONMENTAL ENGINEERING & GEOTECHNICS, INC. MONITORING WELL INSTALLATION REPORT PROJECT NAME Mobil - Hyannis PROJECT NO. 89.1098MA LOCATION 156 I anon h Road Hyannis. Massachusetts INSTALLATION DATE 8/23/89 ' CLIENT Mobil Oil Corporation TOP OF WELL ELEV. NA ' TRACTOR Cape Cod Test Boring Co WELL No. EEG-6 DRILLER Rob Plaice ENG/GEOLOGIST K. Kavanau h BORING NO. B-6 ' DEPTH TO GROUNDWATER: 22.23' GATE BOX GROUNDWATER ELEVATION: NA ' EXISTING GROUND SURFACE 0.5' CEMENT SEAL ' 7.0' NATURAL BACKFILL 2.0-INCH I.D.SCHEDULE 40 PVC PIPE WITH THREADED JOINTS. RISER PIPE. 1 .01 BENTONME PELLET SEAL 7.0' 425INCH DIAMETER.BOREHOLE 0.01 NNCH SLOTTED WELL SCREEN xAn 25.0' ' 10.0' ' SILICA SAND FILTER ` 2.04NCH I.D.SCHEDULE 40 PVC WELLPOINT ' p PROJECT NAME: Mobil-Hyannis(SS#01-QJH) EE&G PROJECT LOCATION: 156 IvanouQh Road, Hyannis.Massachusetts PROJECT NUMBER: 89.1098-5MA SHEET I OF 2 ' ENVIRONMENTAL ENGINEERINGINSPECTOR: Garth Hirsch BORING NO: EEG-7 &GEOTECHNICS,INC. RILLING CO.: A&W Environmental Drilling,Inc. DATE STARTED: 2/6/92 GROUNDWATER OBSERVATIONS RILLER: John Richardson DATE FINISHED: 2/6/92 ' OCATION. See Plan SURFACE ELEVATION: 35.06' DATE TIME DEPTH CASING SAMPLER CORE 2/6/92 11:15 a.m. 22.05' TYPE AUGER SS ' SIZE I.D. 6" 1 3/8" INCHES HAMMER WT. 140 lbs POUNDS HAMMER FALL 30" INCHES ' D 5� 7G�L� — o E _ p Casing PEN. SAMPLE DEPTH Photo- SAMPLE DESCRIPTION 5 9 T (Blows Sample REC. (FROM-TO) BLOWS/6" vac TIP 3 y N type-No. per ft) ryp inches feet (ppm) c i' SS-1 24/18 0.0-2.0 3-3-3-2 ND TOPSOIL 0.30 FILL;GRAVELLY SAND:Well graded, 15% ' fine gravel,coarse sand,some organics,<5% non-plastic fines,moist,light brown(SW) 5.0 SS-2 24/4 5.0-7.0 3-2-1-1 ND ORGANICS AND COARSE SAND: Widely graded,grass,<5%non-plastic fines,black (SW) 10.0 SS-3 24/18 10.0-12.0 16-26-16-18 ND GRAVELLY SAND:Well graded,20%coarse t gravel,mostly coarse sand,<5%non-plastic fines,moist,gray-brown(SW) 15.0 SS-4 24/24 15.0-17.0 5-8-14-18 ND SAND:Uniform,medium to coarse,mostly medium,<5%non-plastic fines,moist, gray (SP) 20.0 SS-5 24/24 20.0-22.0 5-7-10-12 ND SAND: Uniform,medium to coarse,mostly coarse,<5% non-plastic fines,moist,gray (SP) 25.0 SS-6 24/24 25.0-27.0 3-3-6-15 ND SAND: Uniform,fine to coarse,mostly ' medium sand,moist,gray(SP) SAND:Uniform,fine to coarse,mostly medium,<5% non-plastic fines,moist, 30.0 AF-1 29.0-30.0 ND gray(SP) END OF BORING 30.0' Granular Soils iv *ND-Nondetectable N-v Density N-v I Density SAMPLE TYPES REMARKS: ' <4 very loose <2 very soft LAF- t spoon INSTALLED MONITORING WELL(EEG-7)to 25.0' 5- 10 loose 2-4 soft lby tube 11 -30 medium 4-8 medium stiffer fli htSCREEN AT:25.0 TO 15.0 FEET 31 -50 dense 8- 15 stiff g>50 ve dense 15-30 ve stiff k core ' ENVIRONMENTAL ENGINEERING & GEOTECHNICS, INC. E&G MONITORING WELL INSTALLATION REPORT PROJECT NAME Mobil - Hyannis PROJECT NO. 89.1098-5MA LOCATION 156 Iyanough Road, Hyannis, Massachusetts INSTALLATION DATE 2/6/92 CLIENT Mobil Oil Corporation TOP OF WELL ELEV. 35.06' ' CONTRACTOR A&W Environmental Drilling, Co. WELL NO. EEG-7 DRILLER John Richardson ENG/GEOLOGIST Garth Hirsch BORING NO. EEG-7 DEPTH TO GROUNDWATER' 22.05' GROUNDWATER ELEVATION- 12.25' GATE BOX EXISTING GROUND SURFACE 1.01 CEMENT SEAL 13.0' NATURAL BACKFILL 2.0-INCH I.D. SCHEDULE 40 PVC PIPE WITH THREADED JOINTS. RISER PIPE. ' 1.0' BENTONITE PELLET SEAL 1.0' 8.5 INCH DIAMETER BOREHOLE i 25.0 0.010-INCH SLOTTED WELL SCREEN r 10.0' SILICA SAND FILTER 2.0-INCH I.D. SCHEDULE 40 PVC WELLPOINT ' PROJECT NAME: Mobil-Hyannis(SS#OI-OJH) EE&G PROJECT LOCATION: 156 Ivanoueh Road.Hyannis.Massachusetts PROJECT NUMBER: 89.1098-5MA SHEET I OF 2 ENVIRONMENTAL ENGINEERINGINSPECTOR: Garth Hirsch BORING NO: EEG-8 &GEOTECHNICS,INC. RILLING CO.: A&W Environmental Drilling,Inc. DATE STARTED: 2/6/92 GROUNDWATER OBSERVATIONS RILLER: John Richardson DATE FINISHED: 2/6/92 DATE TIME DEPTH OCATION: See Plan SURFACE ELEVATION: 35.08' CASING SAMPLER CORE 2/6/92 2:30 P.M. 23.04' TYPE AUGER SS ' SIZE I.D. 6'f 1 3/8" INCHES HAMMER WT. 140 lbs POUNDS HAMMER FALL 30" INCHES E Sralp�C p Casing mple PEN. Photo- a� SAMPLE DEPTH SAMPLE DESCRIPTION H (Blows Sae No. REC. (FROM-TO) BLOWS/6" vac TIP 3 c per ft) ryp inches feet (ppm) — SS-I 24/24 0.0-2.0 3-3-3-2 ND ASPHALT 0.25 FILL GRAVELLY SAND: Well graded, 20% fine gravel,coarse sand<5% non- plastic fines,moist,yellow-brown(SW) 5.0 SS-2 24/18 5.0-7.0 3-2-1-1 ND GRAVELLY SAND: Well graded,20% fine gravel, medium to coarse sand,<5%non- plastic fines,moist,yellow-gray-brown(SW) ' SS-3 24/12 10.0-12.0 16-26-16-18 . ND 10.0 SAND:Uniform, 10%fine gravel,coarse to ' medium sand,<5% non-plastic fines,moist, yellow-gray-brown(SP) 15.0 SS-4 24/24 15.0-17.0 5-8-14-18 ND SAND:Uniform,coarse to medium, <5%non-plastic fines,moist,yellow-gray ' (SP) ' 20.0 SS-5 24/18 20.0-22.0 5-7-10-12 ND SAND: Same as SS-4 above(SP) 25.0 SS-6 24/24 25.0-27.0 3-3-6-15 ND SAND: Uniform,fine to coarse,mostly ' medium,<5%non-plastic fines,wet, gray(SP) ' SAND: Same as SS-6(SP) 30.0 SS-7 24/24 30.0-32.0 5-8-48-42 0.2 END OF BORING 30.0' Gran Cohesive Soils -v -v ity SAMPLE TYPES REMARKS: *ND-Nondetectable <4 very loose <2 very soft SS-split spoon INSTALLED MONITORING WELL(EEG-8)TO 27.0' 5- 10 loose e 2-4 soft 4-8 medium stiff 11 -30 medi ST-shelby tube SCREEN AT:27.0 TO 17.0 FEET 31 -50 dense 8- 15 stiff AF-auger flight >50 very dense 15-30 very stiff RC-rock core ' ENVIRONMENTAL ENGINEERING & GEOTECHNICS, INC. EE&G MONITORING WELL INSTALLATION REPORT PROJECT NAME Mobil - Hyannis PROJECT NO. 89.1098-5MA ' LOCATION 156 Iyanough Read, Hyannis, Massachusetts 2/6/92 INSTALLATION DATE CLIENT Mobil Oil Corporation TOP OF WELL ELEV. 35.08' ' CONTRACTOR A&W Environmental Drilling, Co. WELL NO. EEG-8 ' DRILLER John Richardson ENG/GEOLOGIST Garth Hirsch BORING NO. EEG-8 DEPTH TO GROUNDWATER- 23.04' ' GROUNDWATER ELEVATION- 12.41' GATE BOX EXISTING GROUND SURFACE 1.0' CEMENT SEAL 14.0' NATURAL BACKFILL ' 2.0-INCH I.D. SCHEDULE 40 PVC PIPE WITH THREADED JOINTS. RISER PIPE. BENTONITE PELLET SEAL 2.0' 8.5 INCH DIAMETER BOREHOLE 27.0' 0.010-INCH SLOTTED WELL SCREEN 10.0' SILICA SAND FILTER 2.0-INCH I.D. SCHEDULE 40 ' PVC WELLPOINT i ,®® ' APPENDIX D 1994 GROUNDWATER LABORATORY ANALYTICAL REPORT 'I Mobil TECHNICAL SERVICE LABORATORIES. Environmental Services ' April 29, 1994 Tom Williamson t ' Groundwater & Environmental Services, Inc. Y ® � ,� 850 Waterman Avenue m East Providence, RI 02914 ' SS# 01-Q.JH ---- ---- Hyannis, MA ' Sample Date: 4/25/94 ' MA Lab. ID# NJ220 Enclosed are the analytical results for Service Station 01-QJH. The samples were received on.April ' 27, 1994 and were processed to meet all required hold times. The attached .tables provide sample identification and analytical data for this project. This letter represents authorization and approval of the attached analytical results and is an integral part of this report. If any further information is required regarding these analyses, kindly refer to the 7-digit TSL Number for the sample in question. We will be happy to respond to any questions you may have. Sincerely, ' Yvonne Kirkbride Project Coordinator Environmental Services P. 0. Box 1027, Princeton, NJ 08543-1027 (800) 572-1354 r —Mobil TECHNICAL SERVICE LABORATORIES ' Environmental Services Project Name: SS#01-QJH Sampled: 4/25/94 ' Consultant: GES Received: 4/27/94 Matrix: Water Analyzed: 4/28/94 Sample ID: MW-1 (EEG-1) Method No: SW846 8020 ' TSL No: 9402526 Method Title Aromatic Volatile Organics ' Parameter Results Units MDL MTBE 3.4 ug/L 2.0 ' Benzene ND ug/L 0.2 Toluene ND ug/L 0.2 Ethylbenzene ND ug/L 0.2 P&M-Xylene ND ug/L 0.2 0-Xylene . ND ug/L 0.2 ' Surrogate Recovery 1,4-Difluorobenzene 98 % MDL = Method Detection Limit ND=None Detected EPA Method Number from 40 CFR part 136, Appendix A Analyst: J Ashworth QA/QC Reviewed By: M r TECHNICAL SERVICE LABORATORIES I —Mobil Environmental Services Project Name: SS#01-QJH Sampled: 4/25/94 ' Consultant: GES Received: 4/27/94 Matrix: Water Analyzed: 4/28/94 Sample ID: MW-2 (EEG-2) Method No: SW846 8020 TSL No: 9402527 Method Title Aromatic Volatile Organics ' Parameter Results Units MDL MTBE 16 ug/L 2.0 Benzene ND ug/L 0.2 Toluene ND ug/L 0.2 Ethylbenzene ND ug/L 0.2 ' P&M-Xylene ND ug/L 0.2 O-Xylene ND ug/L 0.2 Surrogate Recovery ' 1,4-Difluorobenzene 96 % MDL = Method Detection Limit ' ND=None Detected EPA Method Number from 40 CFR part 136, Appendix A Analyst: J? A"11wa 1h QA/QC Reviewed By: L 1 4 Mobil TECHNICAL SERVICE LABORATORIES ' Environmental Services Project Name: SS#01-QJH Sampled: 4/25/94 Consultant: GES Received: 4/27/94 Matrix: Water Analyzed: 4/28/94 Sample ID: MW-3 (EEG-3) Method No: SW846 8020 ' TSL No: 9402528 Method Title Aromatic Volatile Organics Parameter Results Units MDL MTBE 2.6 ug/L 2.0 ' Benzene ND ug/L 0.2 Toluene ND ug/L 0.2 Ethylbenzene ND ug/L 0.2 P&M-Xylene ND ug/L 0.2 0-Xylene ND ug/L 0.2 Surrogate Recovery ' 1,4-Difluorobenzene 102 % MDL = Method Detection Limit ND=None Detected EPA Method Number from 40.CFR part 136,.Appendix A Analyst: if AshWOrth QA/QC Reviewed By: I Mobil TECHNICAL SERVICE LABORATORIES ' Environmental Services Project Name: SS#01-QJH Sampled: 4/25/94 ' Consultant: GES Received: 4/27/94 Matrix: Water Analyzed: 4/28/94 Sample ID: MW-4 (EEG-4) Method No: SW846 8020 TSL No 9402529 Method Title Aromatic Volatile Organics��� Parameter Results Units MDL MTBE ND ug/L 2.0 Benzene ND ug/L 0.2 ' Toluene ND ug/L 0.2 Ethylbenzene ND ug/L 0.2 P&M-Xylene ND ug/L 0.2 0-Xylene ND ug/L 0.2 Surrogate Recovery 1,4-Difluorobenzene 100 MDL = Method Detection Limit ND=None Detected EPA Method Number from 40 CFR part 136, Appendix A Analyst: if A,S'h y0/'ll1 QA/QC Reviewed By: 1 Mobil TECHNICAL SERVICE LABORATORIES ' Environmental Services Project Name: SS#01-QJH Sampled: 4/25/94 ' Consultant: GES Received: 4/27/94 Matrix: Water Analyzed: 4/28/94 Sample ID: MW-4 (EEG-4) DUPLICATE Method No: SW846 8020 ' TSL No: 9402530 Method Title Aromatic Volatile Organics tParameter Results Units MDL MTBE ND ug/L 2.0 ' Benzene ND ug/L 0.2 Toluene ND ug/L 0.2 Ethylbenzene ND ug/L 0.2 P&M-Xylene ND ug/L 0.2 ' 0-Xylene ND ug/L 0.2 Surrogate Recovery 1,4-Difluorobenzene 100 % 1 MDL = Method Detection Limit N D=None Detected EPA Method Number from 40 CFR part 136, Appendix A Analyst: If Ashxorth QA/QC Reviewed By: TECHNICAL SERVICE LABORATORIES , —Mobil Environmental Services Project Name: SS#01-QJH Sampled: 4/25/94 ' Consultant: GES Received: 4/27/94 Matrix: Water Analyzed: 4/28/94 Sample ID: MW-5 (EEG-5) Method No: SW846 8020 ' TSL No: 9402531 Method Title Aromatic Volatile Organics ' Parameter Results Units MDL . MTBE 9.9 ug/L 2.0 ' Benzene ND ug/L 0.2 Toluene ND ug/L 0.2 Ethylbenzene ND ug/L 0.2 ' P&M-Xylene ND ug/L 0.2 0-Xylene ND ug/L 0.2 ' Surrogate Recovery 1,4-Difluorobenzene 103 % MDL = Method Detection Limit ND=None Detected EPA Method Number from 40 CFR part 136, Appendix A Analyst: if ashfilorth QA/QC Reviewed By: TECHNICAL SERVICE LABORATORIES ,—Mobil Environmental Services 'Project Name: SS#01-QJH Sampled: 4/25/94 ' Consultant: GES Received: 4/27/94 Matrix: Water Analyzed: 4/28/94 Sample ID: MW-7 (EEG-7) Method No: SW846 8020 ' TSL No: 9402532 Method Title: Aromatic Volatile Organics ' Parameter Results Units MDL MTBE ND ug/L 2.0 ' Benzene ND ug/L 0.2 Toluene ND ug/L 0.2 Ethylbenzene ND ug/L 0.2 ' P&M-Xylene ND ug/L 0.2 0-Xylene ND ug/L 0.2 ' Surrogate Recovery 1 4-Difl r n °uo obe zene 102 MDL = Method Detection Limit ' ND=None Detected EPA Method Number from 40 CFR part 136, Appendix A .: . Analyst: if 4sh#O,-Ih QA/QC Reviewed By: f I Mobil TECHNICAL SERVICE LABORATORIES ' Environmental Services Project Name: SS#01-QJH Sampled: 4/25/94 ' Consultant: GES Received: 4/27/94 Matrix: Water Analyzed: 4/28/94 Sample ID: MW-8 (EEG-8) Method No: SW846 8020 ' TSL No: 9402533 Method Title: Aromatic Volatile Organics ' Parameter Results Units MDL MTBE ND ug/L 2.0 Benzene ND ug/L 0.2 Toluene ND ug/L 0.2 Ethylbenzene ND ug/L 0.2 ' P&M-Xylene ND ug/L 0.2 0-Xylene ND ug/L 0.2 ' Surrogate Recovery 1,4-Difluorobenzene 99 % MDL = Method Detection Limit ND=None Detected EPA Method Number from 40 CFR part 136, Appendix A Analyst: R AshW0I.1h QA/QC Reviewed By: Mobil TECHNICAL SERVICE LABORATORIES ' Environmental Services Project Name: SS#01-QJH Sampled`. 4/25/94 ' Consultant: GES Received: 4/27/94 Matrix: Water Analyzed: 4/28/94 Sample ID: FIELD BLANK Method No: SW846 8020 TSL No: 9402534 Method Title: Aromatic Volatile Organics ' Parameter Results Units MDL MTBE ND ug/L 2.0 ' Benzene ND ug/L 0.2 Toluene ND ug/L 0.2 Ethylbenzene ND ug/L 0.2 ' P&M-Xylene ND ug/L 0.2 0-Xylene ND ug/L 0.2 ' Surrogate Recovery 1,4-Difluorobenzene 100 % MDL = Method Detection Limit ' ND=None Detected EPA Method Number from 40 CFR part 136, Appendix A Analyst: f Ashwo 1h QA/QC Reviewed By: i Mobil - TECHNICAL SERVICE LABORATORIES Environmental Services Project Name: QA/QC Sampled: 4/21/94 ' Consultant: Received: 4/22/94 Matrix: Water Analyzed: 4/28/94 Sample ID: Duplicate Method No: SW846 8020 ' TSL No: 9402305 Method Title: Volatile Aromatics 'Parameter Results 1 Results 2 Units MDL %Difference MTBE 101 99 ug/L 2.0 2.0 kBenzene NO ND ug/L 0.2 N/A oluene ND ND ug/L 0.2 N/A Ethylbenzene ND ND ug/L 0.2 N/A tP& M-Xylene ND ND ug/L 0.2 N/A -Xylene ND ND ug/L 0.2 N/A Iurrogate Recovery 1,4-Difluorobenzene 107 % 1 MDL = Method Detection Limit 'ND = None Detected EPA Method Number from 40 CFR part 136, Appendix A nalyst: QA/QC Reviewed By: r Mobil TECHNICAL SERVICE LABORATORIES Environmental Services Project Name: QA/QC Sampled: 4/21/94 Consultant: Received: 4/22/94 Matrix: Water Analyzed: 4/28/94 Sample ID: Spike @40ppb Method No: SW846 8020 ' TSL No: 9402305 Method Title: Aromatic Volatile Organics 'Parameter Results 1 Spiked Units MDL % Recovery MTBE 99 146 ug/L 2.0' 118 'Benzene ND 41 ug/L 0.2 103 Toluene ND 40 ug/L 0.2 100 Ethylbenzene ND 40 ug/L 0.2 100 ,P&M-Xylene ND 80 ug/L 0.2 100 0-Xylene ND 41 ug/L 0.2 103 'Surrogate Recovery 1,4-Difluorobenzene 108 % MDL = Method Detection Limit 'ND = None Detected EPA Method Number from 40 CFR part 136, Appendix A 1 Analyst: QA/QC Reviewed By: . 1 -MM TECHNICAL SERVICE LABORATORIES obil Environmental Services 1 DATA QUALIFIER STATEMENTS 1 J = The analyte was positively identified; the associated numerical value is the approximate concentration of the analyte in the sample. 1 N = The analysis indicates the presence of an analyte for which there is presumptive evidence to make a "tentative identification." 1 NJ = The analysis indicates the presence of an analyte that has been "tentatively identified" and the associated numerical value represents its approximate concentration. 1 UJ = The analyte was not detected above the reported sample quantitation limit. However, the reported quantitation limit is approximate and may or may not represent the actual limit of quantitation necessary to accurately and precisely measure the analyte in the 1 sample. R = The sample results are rejected due to serious deficiencies in the ability to analyze ' the sample and meet quality control criteria. The presence or absence of the analyte cannot be verified. 1 Q = No analytical result. • = The surrogate recovery out of range. 1 N/A = Not applicable. 1 1 1 1 1 P. 0. Box 1027, Princeton, NJ 08543-1027 1800) 572-1354 1 �►�= Environmental Services —_ _- _ _ _ Chain of Custody Mobil Oil Corporation, Technical Service Laboratories Analysis Request Please print. Instructions on reverse side correspond with numbered sections. Consultant: l� Serv. Sta.#: GI -C��-) Analyses pgUested Matrix Sampler: C• SgK,,6/A�Phon 1 qj1 041y 7 Location: /tLnn+s rn A ' Mobil Engin er Phone fZf.) L,3tG5 � -cot PC Collection � � � � 0 Gate 1'1me c ' cR Sam Iq. ldentiflratiori Remarks !$ �( I G L D {3 L P1 p/ C This section MUST be signed each time the sample changes hands! Turnaround time requested, (please circle): Emergency, Routine Reli is ed b Date Time Received b Date.. ' Time (Call to confirm Emergency turnaround time.) ov Rush analyses results via: Fax dl- -��7 -or- Phone #: `i'3/ #. / `/S y I CONDITION_ OF SAMPLES UPON RECEIPT AT TSL: — Sample Temp: c 3G Preserved?: p.5 Damaged?: � Relinquished b Date lime ceived for 7 CommentSL. b sit 'Time ,;' L In case we have questions when the samples arrive, TSL should call: Name: W;IlI"Sarl Phone:45�4 Oylq Send report to. 1'F S, 2C SviT°N A VL, E, FRovIDCNCE R i oa91 L-I Mobil Titus Mill Rd., Pennington, NJ 08534 (800)572-1354 Copies: White & Yellow accompany samples to lab; Pink retained by consultant. 1 � � 1 -Mh■ TECHNICAL SERVICE LABORATORIES D ' 1800)572-1354 obil M■obil P. 0.Box 1027,Princeton,NJ 08543-1027 Y 20 3 1994 Fax(609)737-4565 L 1 1 May 19, 1994 1 Kevin Kavanaugh Groundwater & Environmental' Services, Inc. 85 Flagship Drive Suite E 1 North Andover, MA 01845 SS# 01-QJH 1 Hyannis,MA Sample Date: 5/9/94 ' MA Lab. ID# NJ220 1 Enclosed are the analytical results for Service Station 01-QJH. The samples were received on May 11, 1994 and were processed to meet all required hold times. 1 The attached tables provide sample identification and analytical data for this project. This letter represents authorization and approval of the attached analytical results and is an integral part of this report. 1 If any further information is required regarding these analyses, kindly refer to the 7-digit TSL Number for the sample in question. We will be happy to respond to any questions you may have. Sincerely, To Yvonne 4Cirkbride l Project Coordinator 1 Environmental Services 1 1 1 TECHNICAL SERVICE LABORATORIES Mobil Environmental Services ' Project Name: SS#01-QJH Sampled: 5/9/94 Consultant: G.E.S. Received: 5/11/94 ' Matrix: Water Analyzed: 5/12/94 Sample ID: EEG-1 Method No: SW846 8010 TSL No: 9403161 Method Title: Halogenated Volatile ' Organics Parameter Results Units MDL ' Chloromethane ND ug/L 1.7 Vinyl chloride ND ug/L 0.2 Bromomethane ND ug/L 0.4 Chloroethane ND ug/L 0.3 Trichlorofluoromethane ND ug/L 0.4 1,1 Dichloroethene ND ug/L 0.4 Methylene chloride ND ug/L 0.2 t-1,2 Dichloroethene ND ug/L 0.3 1,1 Dichloroethane ND ug/L 0.3 ' Chloroform ND ug/L 0.6 1,1,1 Trichloroethane ND ug/L 0.6 Carbon tetrachloride ND ug/L 0.7 1,2 Dichloroethane ND ug/L 0.6 Trichloroethene ND ug/L 0.7 1,2 Dichloropropane ND ug/L 0.7 Bromodichloromethane ND ug/L 0.4 c-1,3 Dichloropropene ND ug/L 0.5 t-1,3 Dichloropropene ND ug/L 0.3 ' 1,1,2 Trichloroethane ND ug/L 0.4 Tetrachloroethene ND ug/L 0.7 Dibromochloromethane ND ug/L 0.5 ' Ethylene Dibromide ND ug/L 0.5 Chlorobenzene ND ug/L 0.3 Bromoform ND ug/L 1.1 ' 1,1,2,2, Tetrachloroethane ND ug/L 0.3 1,3 Dichlorobenzene ND ug/L 0.5 1,4 Dichlorobenzene ND ug/L 0.6 1,2 Dichlorobenzene ND ug/L 0.3 Surrogate Recovery rY Bromochloromethane 113 % MDL = Minimum Detection Limit ' ND = None Detected ' Analyst: QA/OC Reviewed By: / ' TECHNICAL SERVICE LABORATORIES Mobil Environmental Services Project Name: SS#01-QJH Sampled: 5/9/94 Consultant: G.E.S. Received: 5/11/94 ' Matrix: Water Analyzed: 5/12/94 Sample ID: EEG-1 DUP Method No: SW846 8010 TSL No: 9403162 Method Title: Halogenated Volatile tOrganics Parameter Results Units MDL ' Chloromethane ND ug/L 1.7 Vinyl chloride ND ug/L 0.2 ' Bromomethane ND ug/L 0.4 Chloroethane ND ug/L 0.3 Trichlorofluoromethane ND ug/L 0.4 ' 1,1 Dichloroethene ND ug/L 0.4 Methylene chloride ND ug/L 0.2 t-1,2 Dichloroethene ND ug/L 0.3 ' 1,1 Dichloroethane ND ug/L 0.3 Chloroform ND ug/L 0.6 1,1,1 Trichloroethane ND ug/L 0.6 Carbon tetrachloride ND ug/L 0.7 1,2 Dichloroethane ND ug/L 0.6 Trichloroethene ND ug/L 0.7 1,2 Dichloropropane ND ug/L 0.7 Bromodichloromethane ND ug/L 0.4 c-1,3 Dichloropropene ND ug/L 0.5 t-1,3 Dichloropropene ND ug/L 0.3 1 1,1,2 Trichloroethane ND ug/L 0.4 Tetrachloroethene ND ug/L 0.7 Dibromochloromethane ND ug/L 0.5 ' Ethylene Dibromide ND ug/L 0.5 Chlorobenzene ND ug/L 0.3 Bromoform ND ug/L 1.1 ' 1,1,2,2, Tetrachloroethane ND ug/L 0.3 1,3 Dichlorobenzene ND ug/L 0.5 1,4 Dichlorobenzene ND ug/L 0.6 ' 1,2 Dichlorobenzene ND ug/L 0.3 Surrogate Recovery ' Bromochloromethane 117 % MDL = Minimum Detection Limit ' ND = None Detected I J ' Analyst: QA/QC Reviewed By: / G 1 ' TECHNICAL SERVICE LABORATORIES Mobil Environmental Services Project Name: SS#01-QJH Sampled: 5/9/94 Consultant: G.E.S. Received: 5/11/94 ' Matrix: Water Analyzed: 5/12/94 Sample ID: EEG-2 Method No: SW846 8010 TSL No: 9403163 Method Title: Halogenated Volatile ' Organics Parameter Results Units MDL 1 Chloromethane ND ug/L 1.7 Vinyl chloride ND ug/L 0.2 ' Bromomethane ND ug/L 0.4 Chloroethane ND ug/L 0.3 Trichlorofluoromethane ND ug/L 0.4 ' 1,1 Dichloroethene ND ug/L 0.4 Methylene chloride ND ug/L 0.2 t-1,2 Dichloroethene ND ug/L 0.3 ' 1,1 Dichloroethane ND ug/L 0.3 i Chloroform ND ug/L 0.6 1,1,1 Trichloroethane ND ug/L 0.6 ' Carbon tetrachloride ND ug/L 0.7 1,2 Dichloroethane ND ug/L 0.6 Trichloroethene ND ug/L 0.7 1,2 Dichloropropane ND ug/L 0.7 Bromodichloromethane ND ug/L 0.4 c-1,3 Dichloropropene ND ug/L 0.5 t-1,3 Dichloropropene ND ug/L 0.3 ' 1,1,2 Trichloroethane ND ug/L 0.4 Tetrachloroethene ND ug/L 0.7 Dibromochloromethane ND ug/L 0.5 ' Ethylene Dibromide ND ug/L 0.5 Chlorobenzene ND ug/L 0.3 Bromoform ND ug/L 1.1 ' 1,1,2,2, Tetra chloroethane ND ug/L 0.3 1,3 Dichlorobenzene 1.9 ug/L 0.5 1,4 Dichlorobenzene ND ug/L 0.6 ' 1,2 Dichlorobenzene ND ug/L 0.3 Surrogate Recovery ' Bromochloromethane 106 % MDL = Minimum Detection Limit ' ND = None Detected Analyst: if Ala QA/QC Reviewed By: 1 ' TECHNICAL SERVICE LABORATORIES Mobil Environmental Services ' Project Name: SS#01-QJH Sampled: 5/9/94 Consultant: G.E.S. Received: 5/11/94 ' Matrix: Water Analyzed: 5/12/94 Sample ID: EEG-3 Method No: SW846 8010 TSL No: 9403164 Method Title: Halogenated Volatile ' Organics Parameter Results Units MDL ' Chloromethane ND ug/L 1.7 Vinyl chloride ND ug/L 0.2 ' Bromomethane ND ug/L 0.4 Chloroethane ND ug/L 0.3 Trichlorofluoromethane ND ug/L 0.4 ' 1,1 Dichloroethene ND ug/L 0.4 Methylene chloride ND ug/L 0.2 t-1,2 Dichloroethene ND ug/L 0.3 ' 1,1 Dichloroethane ND ug/L 0.3 Chloroform ND ug/L 0.6 1,1,1 Trichloroethane ND ug/L 0.6 Carbon tetrachloride ND ug/L 0.7 1,2 Dichloroethane ND ug/L 0.6 Trichloroethene ND ug/L 0.7 1,2 Dichloropropane ND ug/L 0.7 ' Bromodi chi oromethane ND ug/L 0.4 c-1,3 Dichloropropene ND ug/L 0.5 t-1,3 Dichloropropene ND ug/L 0.3 ' 1,1,2 Trichloroethane ND ug/L 0.4 Tetra chloroethene ND ug/L 0.7 Dibromochloromethane ND ug/L 0.5 ' Ethylene Dibromide ND ug/L 0.5 Chlorobenzene ND ug/L 0.3 Bromoform ND ug/L 1.1 ' 1,1,2,2, Tetrachloroethane ND ug/L 0.3 1,3 Dichlorobenzene ND ug/L 0.5 1,4 Dichlorobenzene ND ug/L 0.6 1,2 Dichlorobenzene ND ug/L 0.3 Surrogate Recovery ' Bromochloromethane 91 % ' MDL = Minimum Detection Limit ND = None Detected r, Analyst: QA/QC Reviewed By: ' TECHNICAL SERVICE LABORATORIES Mobil Environmental Services ' Project Name: SS#01-QJH Sampled: 5/9/94 Consultant: G.E.S. Received: 5/11/94 ' Matrix: Water Analyzed: 5/12/94 Sample ID: EEG-4 Method No: SW846 8010 TSL No: 9403165 Method Title: Halogenated Volatile ' Organics Parameter Results Units MDL ' Chloromethane ND ug/L 1.7 i Vinyl chloride ND ug/L 0.2 Bromomethane ND ug/L 0.4 Chloroethane ND ug/L 0.3 Trichlorofluoromethane ND ug/L 0.4 ' 1,1 Dichloroethene ND ug/L 0.4 Methylene chloride ND ug/L 0.2 t-1,2 Dichloroethene ND ug/L 0.3 1,1 Dichloroethane ND ug/L 0.3 Chloroform ND ug/L 0.6 1,1,1 Trichloroethane ND ug/L 0.6 Carbon tetrachloride ND ug/L 0.7 ' 1,2 Dichloroethane ND ug/L 0.6 Trichloroethene ND ug/L 0.7 1,2 Dichloropropane ND ug/L 0.7 ' Bromodichloromethane ND ug/L 0.4 c-1,3 Dichloropropene ND ug/L 0.5 t-1,3 Dichloropropene ND ug/L 0.3 1,1,2 Trichloroethane ND ug/L 0.4 Tetrachloroethene ND ug/L 0.7 Dibromochloromethane ND ug/L 0.5 Ethylene Dibromide ND ug/L 0.5 Chlorobenzene ND ug/L 0.3 Bromoform ND ug/L 1.1 ' 1,1,2,2, Tetrachloroethane ND ug/L 0.3 1,3 Dichlorobenzene ND ug/L 0.5 1 A Dichlorobenzene ND ug/L 0.6 1,2 Dichlorobenzene ND ug/L 0.3 Surrogate Recovery Bromochloromethane . 91 % ' MDL = Minimum Detection Limit ND = None Detected -t> Analyst: 9eA d lad QA/QC Reviewed By: . ' TECHNICAL SERVICE LABORATORIES Mobil Environmental Services Project Name: SS#01-QJH Sampled: 5/9/94 Consultant: G.E.S. Received: 5/11/94 ' Matrix: Water Analyzed: 5/12/94 Sample ID: EEG-5 Method No: SW846 8010 TSL No: 9403166 Method Title: Halogenated Volatile ' Organics Parameter Results Units MDL Chloromethane ND ug/L 1.7 Vinyl chloride ND ug/L 0.2 Bromomethane ND ug/L 0.4 Chloroethane ND ug/L 0.3 Trichlorofluoromethane ND ug/L 0.4 1,1 Dichloroethene ND ug/L 0.4 Methylene chloride ND ug/L 0.2 t-1,2 Dichloroethene ND ug/L 0.3 1,1 Dichloroethane ND ug/L 0.3 Chloroform ND ug/L 0.6 1,1,1 Trichloroethane NO ug/L 0.6 ' Carbon tetrachloride ND ug/L 0.7 1,2 Dichloroethane ND ug/L 0.6 Trichloroethene ND ug/L 0.7 1,2 Dichloropropane ND ug/L 0.7 Bromodichloromethane ND ug/L 0.4 c-1,3 Dichloropropene ND ug/L 0.5 t-1,3 Dichloropropene ND ug/L 0.3 1,1,2 Trichloroethane ND ug/L 0.4 Tetrachloroethene ND ug/L 0.7 Dibromochloromethane ND ug/L 0.5 Ethylene Dibromide ND ug/L 0.5 Chlorobenzene ND ug/L 0.3 Bromoform ND ug/L 1.1 1,1,2,2, Tetrachloroethane ND ug/L 0.3 1,3 Dichlorobenzene ND ug/L 0.5 1,4 Dichlorobenzene ND ug/L 0.6 1,2 Dichlorobenzene ND ug/L 0.3 Surrogate Recovery Bromochlorom ethane 95 % ' MDL = Minimum Detection Limit ND = None Detected Analyst: QA/QC Reviewed By: �� ' TECHNICAL SERVICE LABORATORIES Mobil Environmental Services ' Project Name: SS#01-QJH Sampled: 5/9/94 Consultant: G.E.S. Received: 5/11/94 I ' Matrix: Water Analyzed: 5/12/94 Sample ID: EEG-7 Method No: SW846 8010 TSL No: 9403167 Method Title: Halogenated Volatile Organics Parameter Results Units MDL Chloromethane ND ug/L 1.7 I Vinyl chloride NO ug/L 0.2 Bromomethane ND ug/L 0.4 Chloroethane ND ug/L 0.3 Trichlorofluoromethane ND ug/L 0.4 ' 1,1 Dichloroethene ND ug/L 0.4 Methylene chloride ND ug/L 0.2 t-1,2 Dichloroethene ND ug/L 0.3 1,1 Dichloroethane ND ug/L 0.3 Chloroform ND ug/L 0.6 1,1,1 Trichloroethane ND ug/L 0.6 ' Carbon tetrachloride ND ug/L 0.7 1,2 Dichloroethane ND ug/L 0.6 Trichloroethene ND ug/L 0.7 ' 1,2 Dichloropropane ND ug/L 0.7 Bromodichloromethane ND ug/L 0.4 c-1,3 Dichloropropene ND ug/L 0.5 t-1,3 Dichloropropene ND ug/L 0.3 1,1,2 Trichloroethane ND ug/L 0.4 Tetra chIoroethene ND ug/L 0.7 Dibromochloromethane ND ug/L 0.5 Ethylene Dibromide ND ug/L 0.5 Chlorobenzene 0.8 ug/L 0.3 Bromoform ND ug/L 1.1 1 1,1,2,2, Tetra chloroethane ND ug/L 0.3 1,3 Dichlorobenzene ND ug/L 0.5 1,4 Dichlorobenzene ND ug/L 0.6 1,2 Dichlorobenzene ND ug/L 0.3 Surrogate Recovery ' Bromochloromethane 102 % MDL = Minimum Detection Limit ND = None Detected Analyst: OA/QC Reviewed By: ( C ' TECHNICAL SERVICE LABORATORIES Mobil Environmental Services Project Name: SS#01-QJH Sampled: 5/9/94 Consultant: G.E.S. Received: 5/11/94 ' Matrix: Water Analyzed: 5/12/94 Sample ID: EEG-8 Method No: SW846 8010 TSL No: 9403168 Method Title: Halogenated Volatile Organics RIM Parameter Results Units MDL Chloromethane ND ug/L 1.7 Vinyl chloride ND ug/L 0.2 Bromomethane ND ug/L 0.4 Chloroethane ND ug/L 0.3 TrichlorofIuoromethane ND ug/L 0.4 ' 1,1 Dichloroethene ND ug/L 0.4 Methylene chloride ND ug/L 0.2 t-1,2 Dichloroethene ND ug/L 0.3 ' 1,1 Dichloroethane ND ug/L 0.3 Chloroform ND ug/L 0.6 1,1,1 Trichloroethane ND ug/L 0.6 ' Carbon tetrachloride ND ug/L 0.7 1,2 Dichloroethane ND ug/L 0.6 Trichloroethene . ND ug/L 0.7 1,2 Dichloropropane ND ug/L 0.7 Bromodichloromethane ND ug/L 0.4 c-1,3 Dichloropropene ND ug/L 0.5 t-1,3 Dichloropropene ND ug/L 0.3 1,1,2 Trichloroethane ND ug/L 0.4 Tetra chloroethene ND ug/L 0.7 Dibromochloromethane ND ug/L 0.5 Ethylene Dibromide ND ug/L 0.5 Chlorobenzene . ND ug/L 0.3 Bromoform ND ug/L 1.1 1,1,2,2, Tetrachloroethane ND ug/L 0.3 1,3 Dichlorobenzene ND ug/L 0.5 1,4 Dichlorobenzene ND ug/L 0.6 1,2 Dichlorobenzene ND ug/L 0.3 Surrogate Recovery Bromochloromethane 95 % tMDL = Minimum Detection Limit ND = None Detected Analyst: /Texle6d QA/QC Reviewed By: '1 ' TECHNICAL SERVICE LABORATORIES Mobil Environmental Services ' Project Name: QA/QC Sampled: 5/9/94 Consultant: Received: 5/11/94 ' Matrix: Water Analyzed: 5/12/94 Sample ID: Duplicate Method No: SW846 8010 TSL No: 9403168 Method Title: Halogenated Volatile ' Organics Parameter Results 1 Results 2 Units MDL % Differerence Chloromethane ND ND ug/L 1.7 N/A Vinyl chloride ND ND ug/L 0.2 N/A ' Bromomethane ND ND ug/L 0.4 N/A Chloroethane ND ND ug/L 0.3 N/A Trichlorofluoromethane ND ND ug/L 0.4 N/A ' 1,1 Dichloroethene ND ND ug/L 0.4 N/A Methylene chloride ND ND ug/L 0.2 N/A t-1,2 Dichloroethene ND ND ug/L 0.3 N/A ' 1,1 Dichloroethane ND ND ug/L 0.3 N/A Chloroform ND ND ug/L 0.6 N/A 1,1,1 Trichloroethane ND ND ug/L 0.6 N/A Carbon tetrachloride ND ND ug/L 0.7 N/A 1;2 Dichloroethane ND ND ug/L 0.6 N/A Trichloroethene ND ND ug/L 0.7 N/A 1,2 Dichloropropane ND ND ug/L 0.7 N/A Bromodichloromethane ND ND ug/L 0.4 N/A c-1,3 Dichloropropene ND ND ug/L 0.5 N/A t-1,3 Dichloropropene ND ND ug/L 0.3 N/A 1,1,2 Trichloroethane ND ND ug/L 0.4 N/A Tetrachloroethene ND ND ug/L 0.7 N/A DibromochIoromethane ND ND ug/L 0.5 N/A Ethylene Dibromide ND ND ug/L 0.5 N/A Chlorobenzene ND ND ug/L 0.3 N/A Bromoform ND ND ug/L 1.1 N/A 1,1,2,2, Tetrachloroethane ND ND ug/L 0.3 N/A 1,3 Dichlorobenzene ND ND ug/L 0.5 N/A 1,4 Dichlorobenzene ND ND ug/L 0.6 N/A ' 1,2 Dichlorobenzene ND ND ug/L 0.3 N/A Surrogate Recovery Bromochloromethane 90 % 1 N/A = Not Applicable MDL = Minimum Detection Limit ND = None Detected Analyst: /TifAe6d QA/QC Reviewed By: J j Mobil TECHNICAL SERVICE LABORATORIES Environmental Services ' Project Name: QA/QC Sampled: 5/9/94 Consultant: Received: 5/11/94 ' Matrix: Water Analyzed: 5/12/94 Sample ID: Spike @ 40 ppb Method No: SW846 8010 TSL No: 9403168 Method Title: Halogenated Volatile Organics Dup Spike Parameter Results Results Units MDL % Recovery Chloromethane ND 36 ug/L 1.7 90 Vinyl chloride ND 38 ug/L 0.2 95 ' Bromomethane ND 38 ug/L 0.4 95 Chloroethane ND 38 ug/L 0.3 95 Trichlorofluoromethane ND 39 ug/L 0.4 98 ' 1,1 Dichloroethene ND 37 ug/L 0.4 93 Methylene chloride ND 37 ug/L 0.2 93 t-1,2 Dichloroethene ND 37 ug/L 0.3 93 ' 1,1 Dichloroethane ND 37 ug/L 0.3 93 Chloroform ND 37 ug/L 0.6 93 1,1,1 Trichloroethane ND 39 ug/L 0.6 98 Carbon tetrachloride ND 37 ug/L 0.7 93 ' 1,2 Dichloroethane ND 37 ug/L 0.6 93 Trichloroethene ND 36 ug/L 0.7 90 1,2 Dichloropropane ND 38 ug/L 0.7 95 Bromodichloromethane ND 37 ug/L 0.4 93 c-1,3 Dichloropropene ND 39 ug/L 0.5 98 t-1,3 Dichloropropene ND 52 ug/L 0.3 130 ' 1,1,2 Trichloroethane ND 38 ug/L 0.4 95 Tetrachloroethene ND 37 ug/L 0.7 93 Dibromochloromethane ND 38 ug/L 0.5 95 Ethylene Dibromide ND 37 ug/L 0.5 93 Chlorobenzene ND 74 ug/L 0.3 93 Bromoform ND 37 ug/L 1.1 93 1,1,2,2, Tetrachloroethane ND 39 ug/L 0.3 98 1,3 Dichlorobenzene ND 75 ug/L 0.5 94 1,4 Dichlorobenzene ND 74 ug/L 0.6 93 1,2 Dichlorobenzene ND 75 ug/L 0.3 94 Surrogate Recovery ' Bromochloromethane 98 % ' MDL = Minimum Detection Limit ND = None Detected Analyst: AgeAead QA/QC Reviewed By: Mobil TECHNICAL SERVICE LABORATORIES Environmental Services Project Name: SS# 01- QJH Sampled: 5/9/94 I ' Consultant: G. E. S. Received: 5/11/94 Matrix: Aqueous Analyzed: 5/19/94 Sample ID: Method No: EPA 239.2 ' TSL No: Method Title: Dissolved Lead by GFAA TSL Number Sample ID Results Units MDL ' 9403161 EEG - 1 ND mg/I 0.005 ' 9403163 EEG - 2 ND mg/I 0.005 9403164 EEG - 3 ND mg/I 0.005 9403165 EEG - 4 ND mg/I 0.005 9403166 EEG - 5 ND mg/I 0.005 9403167 EEG - 7 ND mg/I 0.005 9403168 EEG - 8 ND mg/I 0.005 1 MDL = Method Detection Limit ND = None Detected EPA Method Number ' Tests Methods for Chemical Analysis of Water and Waste, EPA-600, 1983 ' Analyst: 0 Smilh QA/QC Reviewed by. 1 Environmental Services _ _ _ _ _ Chain of Custody Mobil Oil Corporation, Technical Service Laboratories Analysis Request Please print. Instructions on reverse side correspond with numbered sections. Consultant: Co G-� Serv. Sta.#: Dl— Analyses l� qu�ste� Ix Matrix Sampler: R r t Al H s)PSC h Phone: Sc18-6 -a/ Location: !5 6 s)A H o v 6 H eO a D N yQ 7/1-C 5; PA Mobil Engineer (7) Ha lv C 5 Phone 5'o837;--30g6 Lo _ - Collection O ( J ;:: alt fdgrtittl Ctlttan Remarks ✓ 7 v ✓ Cc This section MUST be signed each time the sample changes hands) Turnaround time requested, (please circle): Emergency Routine Relih'ulshed b Dafe Tilre R�Cdlved b Date Time (Call to confirm Emergency turnaround time.) �j 9 S /ali 3:ao 5—DAy Rush analyses results via: pp p Fax #: 508.4o 88--6Oyl -or- Phone #: CONDITION OF SAMPLES UPON RECEIPT AT TSL: Sample Temp: 1 � Preserved?: � Damaged?: Rehn: wished b Date, time Rec�w f t,.TSL.b I a „ Time Comments .a �• (l k �,� _ In case we have questions when the samples arrive, TSL should call: Name: V e V r. ) 4 hV A A/,V 6 Phone: 0 Send report to: A/h e Mobil Titus Mill Rd., Pennington, NJ 08534 (800)572-1354 Copies: White & Yellow accompany samples to .lab; Pink retained by consultant. 7�}I 1NGTEL JUN 1994 ENVIRONMENTAL LABORATORIES , INC. _ ---------------- Northeast Region Meadowbrook Industrial Park Milford,NH 03055 (603)672-4835 (603)673-8105(FAX) June 25, 1994 ' K. Kavanaugh Groundwater and Environmental Services 85 Flagship Dr. , Suite E N. Andover, MA 01845 1 ' RE: GTEL Client ID: GES11MOB01 Login Number: M4060572 Project ID (number): 01-QJH/7003-0080 Project ID (name) : MOBIL 156 IYANAUGH RD HYANNIS, MA Dear K. Kavanaugh: Enclosed please find the analytical results for the samples received by GTEL Environmental Laboratories, Inc. on 06/23/94 under Chain-of-Custody Number(s) M5602. A formal Quality Assurance/Quality Control (QA/QC) program is maintained by ' GTEL, which is designed to meet or exceed the EPA requirements. Analytical work for this project met QA/QC criteria unless otherwise stated in the footnotes. ' If you have any questions regarding this analysis, or if we can be of further assistance, please call our Customer Service Representative. Sincerely, GTEL Environmental Laboratories, Inc. ' n C. Uhler aboratory Director 1 Client Number: GES11 MOB01 Project ID: 01-QJH/7003-0080MOBIL 156 IYANAUGH RD HYANNIS, MA Login Number: M4-06-0572 ANALYTICAL RESULTS Ethylene Dibromide in Water Method 504a ' Sample Date Date Detection Concentration, Identification Sampled Analyzed Limit, ug/L ug/L GTEL No. Client ID -- -- -- -- ' 060572-01 EEG-1 06/21/94 06/23/94 0.02 < 0.02 060572-02 EEG-2 06/21/94 06/23/94 0.02 < 0.02 060572-03 EEG-3 06/21/94 06/23/94 0.02 < 0.02 I, 060572-04 EEG-4 06/21/94 06/23/94 0.02 < 0.02 060572-05 EEG-5 06/21/94 06/23/94 0.02 < 0.02 060572-06 EEG-7 06/21/94 06/23/94 0.02 < 0.02 060572-07 EEG=8 06 21 94 06/23/94 0.02 < 0.02 ' a EPA-600/4-88/039, US EPA, December 1988. GTEL Milford, NH G4060572.DOC : 1 ®i APPENDIX E 1994 SOIL.LABORATORY ANALYTICAL REPORT 1 Uz TECHNICAL SERVICE LABORATORIES 1800)572-1354 Mobil P. O.Box 1027,Princeton,NJ 08543-1027 Fax 1609)737-4565 I, ITL May 19, 1994 Kevin Kavanaugh Groundwater & Environmental Services, Inc. 85 Flagship Drive Suite E North Andover, MA 01845 SS# 01-QJH Hyannis, MA Sample Date: 519/94 ' MA Lab. ID# NJ220 Enclosed are the analytical results for Service Station 01-QJH. The samples were received on May 11, 1994 and were processed to meet all required hold times. ' The attached tables provide sample identification and analytical data for this project. This letter represents authorization and approval of the attached analytical results and is.an integral part of this report. ' If any further information is required regarding these analyses, kindly refer to the 7-digit TSL Number for the sample in question. We will be happy to respond to any questions you may have. Si ely, ~ / Yvonne Kirkbride Project Coordinator ' Environmental Services 1 Mob I TECHNICAL SE RVICE LABORATORIES Environmental Services ' Project'Name: 01-QJH Sampled: 5/9/94 Received: 5/11/94 Matrix: SOIL Analyzed: 12 May 94 11:59 pm Sample ID: B-1 SS-8 14-16 Method No:.EPA 8240 TSL No: 9403157A.D Method Title: Volatile Organics Priority Pollutant List + Parameter Results Units MDL Chloromethane ND ug/kg 10 Vinyl Chloride ND ug/kg 10 Bromomethane ND ug/kg 10 Chloroethane ND ug/kg 10 ' 1,1-Dichloroethene ND ug/kg 5.0 Methylene Chloride ND ug/kg 5.0 Methyl tert-Butyl Ether ND ug/kg 10 ' trans-1,2-Dichloroethene ND ug/kg 5.0 1,1-Dichloroethane ND ug/kg 5.0 Chloroform ND ug/kg 5.0 1,1,1-Trichloroethane ND ug/kg 5.0 Carbon Tetrachloride ND ug/kg 5.0 1,2-Dichloroethane ND ug/kg 5.0 Benzene ND ug/kg 5.0 ' Trichloroethene ND • ug/kg 5.0 1,2-Dichloropropane ND ug/kg 5.0 Bromodichloromethane ND ug/kg 5.0 ' cis-1,3-Dichloropropene ND ug/kg 5.0 2-Chloroethyl Vinyl Ether ND ug/kg 10 UJ Toluene ND ug/kg 5.0 trans-1,3-Dichloropropene ND ug/kg 5.0 1,1,2-Trichloroethane ND ug/kg 5.0 Tetra chloroethene ND ug/kg 5.0 ' Dibromochloromethane ND ug/kg 5.0 Chlorobenzene ND ug/kg 5.0 Ethylbenzene ND ug/kg 5.0 para & meta Xylene Ni-; ug/kg 5.0 o-Xylene N', ug/kg 5.0 Bromofo:m ND ug/kg 5.0 1,1,2,2-Tetrachloroethane Nf.' ug/kg 5.0 1,1,1-Trichloroethane ND ug/kg 5.0 ' Surrogate Results Spike level/Units Recovery PentafIuorobenzene 31 30 ug/I --- 102 % ' 1,4-Difluorobenzene 25 30 ug/I --- 84 % 4-Bromofluorobenzene 32 30 ug/I 106 % MDL = Method Detection Limit ' ND = None Detected mr ...0 C:\HPCHEM\1\DATA\F051294\ Rs.,L:ts have been dry weight-voTr�cted. Analyticai -a, has not been blank ct...rected. Pes o::."_nt Moisture=3.2 / - !' j ' Analyst: YA.OLI OA;d�C Reviewed by: ,,, , .x YYWy `i i �1' TECHNICAL SERVICE LABORATORIES Mobil Environmental Services Project Name: 01-QJH Sampled: 5/9/94 Received: 5/11/94 ' Matrix: SOIL Analyzed: 13 May 94 12:54 am Sample ID: B-2 SS-8 14-16 Method No: EPA 8240 TSL No: 9403158A.D Method Title: Volatile Organics Priority Pollutant List + ZM Parameter F Results Units MDL Chloromethane ND ug/kg 10 Vinyl Chloride ND ug/kg 10 Bromomethane ND ug/kg 10 Chloroethane ND ug/kg 10 1,1-Dichloroethene ND ug/kg 5.0 Methylene Chloride ND ug/kg 5.0 Methyl tert-Butyl Ether ND ug/kg 10 ' trans-1,2-Dichloroethene ND ug/kg 5.0 1,1-Dichloroethane ND ug/kg 5.0 .Chloroform ND ug/kg 5.0 ' 1,1,1-Trichloroethane ND ug/kg 5.0 Carbon Tetrachloride ND ug/kg 5.0 1,2-Dichloroethane ND ug/kg 5.0 Benzene ND ug/kg 5.0 Trichloroethene ND ug/kg 5.0 1,2-Dichloropropane ND ug/kg 5.0 Bromodichloromethane ND ug/kg 5.0 ' cis-1,3-Dichloropropene ND ug/kg 5.0 2-Chloroethyl Vinyl Ether ND ug/kg 10 UJ Toluene 16 ug/kg 5.0 trans-1,3-Dichloropropene ug/kg 5.0 1,1,2-Trichloroethane R` ug/kg 5.0 Tetrachloroethene ND ug/kg 5.0 ' Dibromochloromethane ND . ug/kg 5.0 Chlorobenzene ND ug/kg 5.0 Ethylbenzene 5.3 ug/kg 5.0 pars & meta Xylene 19 ug/kg 5.0 o-Xylene 8.4 ug/kg 5.0 Bromoform ND ug/kg 5.0 ' 1,1,2,2-Tetrachloroethane ND ug/kg 5.0 1,1,1-Trichloroethane ND ug/kg 5.0 ' Surrogate Resu, _ Spike level/Units Recovery Pentafluorobenzene 27 30 -+g/I --- 89 % ' 1,4-Difluorobenzene 24 30 ug/I --- 80 % 4-Bromofluorobenzene 24 30 ug/I 81 % MDL = Method Detection Limit ND = None Detected C:\HPCHEM\1\DATA\F051294\ Results have been dry weight-corrected. 1 Analytical data has not been blank corrected. Percent Moisture=9.3 Analyst: YAOLI QA/QC Reviewed by: i TECHNICAL SERVICE LABORATORIES Mobil Environmental Services Project Name: 01-QJH Sampled: 5/9/94 Received: 5/11/94 ' Matrix: SOIL Analyzed: 13 May 94 1:49 am Sample ID: B-3 SS-8 14-16 Method No: EPA 8240 TSL No: 9403159A.D Method Title: Volatile Organics Priority Pollutant List + Gmm Parameter Results Units MDL Chloromethane ND ug/kg 10 Vinyl Chloride ND ug/kg 10 Bromomethane ND ug/kg 10 Chloroethane ND ug/kg 10 1,1-Dichloroethene ND ug/kg 5.0 Methylene Chloride ND ug/kg 5.0 Methyl tert-Butyl Ether ND ug/kg 10 trans-1,2-Dichloroethene ND ug/kg 5.0 1,1-Dichloroethane ND ug/kg 5.0 Chloroform ND ug/kg 5.0 1,1,1-Trichloroethane ND ug/kg 5.0 Carbon Tetrachloride ND ug/kg 5.0 1,2-Dichloroethane ND ug/kg 5.0 Benzene ND ug/kg 5.0 Trichloroethene ND ug/kg 5.0 1,2-Dichloropropane ND ug/kg 5.0 Bromodichloromethane ND ug/kg 5.0 ' cis-1,3-Dichloropropene ND ug/kg 5.0 2-Chloroethyl Vinyl Ether ND ug/kg 10 UJ Toluene ND ug/kg 5.0 trans-1,3-Dichloropropene ND ug/kg 5.0 1,1,2-Trichloroethane ND ug/kg 5.0 Tetrachloroethene ND ug/kg 5.0 ' Dibromochloromethane ND ug/kg 5.0 Chlorobenzene ND ug/kg 5.0 Ethylbenzene ND ug/kg 5.0 para & meta Xylene ND ug/kg 5.0 o-Xylene ND ug/kg 5.0 Bromoform ND ug/kg 5.0 1,1,2,2-.Tet,-achloroethane ND ug/kg 5.0 1,1,1-Trichloroethane ND ug/kg 5.0 ' Surrogate Results Spike level/Units Recovery Pentafluorobenzene 28 30 ug/I --- 93 % 1,4-Difluorobenzene 26 30 ug/I --- 85 % 4-Bromofluorobenzene 28 30 ug/I 92 MDL = Method Detection Limit ND = None Detected C:\HPCHEM.\1\DATA\F051294\ Results have been dry weigh�ected. Analytical data has not been blank corrected. Percent Moisture=3.6 ' Analyst: YAOLI O.A/QC Reviewed by: TECHNICAL SERVICE LABORATORIES Mobil Environmental Services Project Name: 01-QJH Sampled: 5/9/94 Received: 5/1 1/94 Matrix: SOIL Analyzed: 13 May 94 2:44 am Sample ID: B-4 SS-8 14-16 Method No: EPA 8240 TSL No: 9403160A.D Method Title: Volatile Organics Priority Pollutant List + Parameter Results Units MDL Chloromethane ND ug/kg 10 Vinyl Chloride ND ug/kg 10 Bromomethane ND ug/kg 10 Chloroethane ND ug/kg 10 1,1-Dichloroethene ND ug/kg 5.0 Methylene Chloride ND ug/kg 5.0 Methyl tert-Butyl Ether ND ug/kg 10 trans-1,2-Dichloroethene ND ug/kg 5.0 1,1-Dichloroethane ND ug/kg 5.0 Chloroform ND ug/kg 5.0 ' 1,1,1-Trichloroethane ND ug/kg 5.0 Carbon Tetrachloride ND ug/kg 5.0 1,2-Dichloroethane ND ug/kg 5.0 ' Benzene ND ug/kg 5.0 Trichloroethene ND ug/kg 5.0 1,2-Dichloropropane ND ug/kg 5.0 Bromodichloromethane ND ug/kg 5.0 ' cis-1,3-Dichloropropene ND ug/kg 5.0 2-Chloroethyl Vinyl Ether ND ug/kg 10 UJ Toluene ND ug/kg 5.0 ' trans-1,3-Dichloropropene ND ug/kg 5.0 1,1,2-Trichloroethane ND ug/kg 5.0 Tetrachloroethene ND ug/kg 5.0 ' Dibromochloromethane ND ug/kg 5.0 Chlorobenzene ND ug/kg 5.0 Ethylbenzene ND ug/kg 5.0 para & meta Xylene ND ug/kg 5.0 o-Xylene ND ug/kg 5.0 Bromoform ND ug/kg 5.0 ' 1,1,2,2-Tetrachloroethane ND ug/kg 5.0 1,1,1-Trichloroethane ND ug/kg 5.0 Surrogate Results Spike level/Units Recovery PentafIuorobenzene 29 30 ug/I --- 97 % 1,4-Difluorobenzene 26 30 ug/I 85 % 4-Bromofluorobenzene 32 30 ug/I 105 % MDL = Method Detection Limit ND. = None Detected C:\HPCHEM\1\DATA\F051294\ Results have been dry weighrrected. Analytical data has not been blank corrected. Percent Moisture=2.6 Analyst: YAOLI QA/QC Reviewed by: ' TECHNICAL SERVICE LABORATORIES Mobil Environmental Services Project Name: QA/QC Duplicate Report Sampled: 05/09/94 Units: ug/kg Received: 05/10/94 Matrix: SOIL Analyzed: 5/12/94 12:00 AM Method No: EPA 8240 TSL Nos: 9403117 Method Title: Volatile Organics Priority Pollutant List + Parameter Results Results MDL Percent Difference Chloromethane ND ND 10 N/A ' Vinyl Chloride ND ND 10 N/A Bromomethane ND: ND 10 N/A Chloroethane ND ND 10 N/A ' Trichlorofluoromethane ND ND 5.0 N/A 1,1-Dichloroethene ND ND 5.0 N/A Methelyene Chloride ND ND 5.0 N/A Methyl tert-Butyl Ether ND ND 10 N/A trans-1 2-Dichloroethene ND ND 5.0 N/A Diisopropyl Ether ND ND 5.0 N/A ' 1,1-Dichloroethane ND ND 5.0 N/A Methyl Ethyl Ketone ND ND 5.0 N/A Chloroform ND ND 5.0 N/A 1,1,1-Trichloroethane ND ND 5.0. N/A Carbon Tetrachloride ND ND 5.0 N/A 1,2-Dichloroethane ND ND 5.0 N/A Benzene ND ND 5.0 N/A ' Trichloroethene ND ND 5.0 N/A 1,2-Dichloropropane ND ND 5.0 N/A Bromodichloromethane ND ND 5.0 N/A cis-1,3-Dichloropropene ND ND 5.0 N/A trans-1,3-Dichloropropene ND ND 5.0 N/A Toluene ND ND 5.0 N/A ' 1,1,2-Trichloroethane ND ND 5.0 N/A Tetrachloroethene ND ND 5.0 N/A Dibromochloromethane ND ND 5.0 N/A Chlorobenzene ND ND 5.0 N/A Ethylbenzene ND ND 5.0 N/A 2-Chloroethyl Vinyl Ether ND ND 5.0 N/A UJ para & meta Xylene ND ND 5.0 N/A o-Xylene ND ND 5.0 N/A Bromoform ND ND 5.0 N/A 1,1,2,2-Tetrachloroethane ND ND 5.0 N/A Surrogate Recovery Recovery Pentafluorobenzene 113 97 -- % 1,4-Difluorobenzene 93 82 --- % ' 4-BromofIuorobenzene 135 101 --- % MDL = Method Detection Limit ND = None Detected �4 Analytical data has not been blank corrected. r Analyst: YAOLI QA/QC Reviewed by:�' ' Spike Recovery and RPD Summary Report - SOIL Method : C: \HPCHEM\1\METHODS\6245A94F.M ' Title : EPA 624 Volatiles Last Update : Tue May 17 10 : 05 :43 1994 Response via : Initial Calibration ' Non-Spiked Sample : 9403160A.D Spike Spike ' Sample Duplicate Sample ---------------------------------------- -------------------- File ID : 9403160Y.D 9403160Z.D Sample 9403160Y 940316OZ Acq Time :. 13 May 94 3 :39 am 13 May 94 4 :34 am ' Compound Sample Spike Spike Dup Spike Dup RPD QC Limits Conc Added Res Res %Rec %Rec RPD % Rec --------------------------------------------------------------------------- ' Chloromethane 0 . 0 20 14 14 69# 68# 1 15 70-130 Vinyl Chloride 0 . 0 20 14 15 69# 74 8 15 70-130 Bromomethane 0 . 3 20 13 14 63# 70# 11 15 70-130 ' Chloroethane 0 . 0 20 14 15 72 76 6 15 70-130 Trichlorofluorometha 0 . 0 20 15 16 73 78 6 15 70-130 1, 1-Dichloroethene 0 . 0 20 . 13 14 67# 71 5 15 70-130 t-Butyl Alcohol 0 . 0 100 95 99 95 99 4 15 70-130 ' Methylene Chloride 0 . 1 20 15 16 76 81 7 15 70-130 Methyl tert-Butyl Et 0 . 0 20 22 22 108 111 4 15 70-130 trans-1, 2-Dichloroet 0 . 0 20 20 21 100 105 5 15 70-130 ' Diisopropyl ether 0 . 0 20 '21 21 104 107 3 15 70-130 1, 1-Dichloroethane 0 . 0 20 20 21 101 107 5 15 70-130 Methyl Ethyl Ketone 0 . 0 20 24 24 119 122 2 15 70-130 Chloroform 0 . 0 20 20 22 102 108 6 15 70-130 1, 1, 1-Trichloroethan 0 . 0 20 20 21 100 105 4 15 70-130 Carbon Tetrachloride 0 . 0 20 20 21 102 106 5 15 70-130 1, 2-Dichloroethane 0 . 0 20 20 22 102 108 6 15 70-130 ' Benzene 0 . 0 20 18 18 89 92 3 15 70-130 Trichloroethene 0 . 0 20 25 20 126 99 24# 15 70-130 1, 2-Dichloropropane 0 . 0 20 17 19 86 96 11 15 70-130 ' Bromodichloromethane 0 . 0 20 18 21 89 104 15# 15 70-130 cis-1, 3-Dichloroprop 0 . 0 20 15 17 77 87 12 15 70-130 Toluene 0 . 1 20 22 23 107 115 7 15 70-130 trans-1, 3-Dichloropr 0 . 0 20 23 26 117 131# 12 15 70-130 1, 1, 2-Trichloroethan 0 . 0 20 24 29 120 147# 20# 15 70-130 Tetrachloroethene 0 . 0 20 22 24 110 119 9 15 70-130 Dibromochloromethane 0 . 0 20 24 27 120 137# 14 15 70-130 ' Chlorobenzene 0 . 0 20 21 24 107 122 13 15 70-130 Ethylbenzene 0 . 1 20 21 25 103 126 20# 15 70-130 para & meta Xylene 0 . 8 40 43 50 105 123 16# 15 '70-130 ' o-Xylene 0 . 0 20 22 26 109 129 17# 15 70-130 Bromoform 0. 0 20 28 29 139# 147# 5 15 70-130 1, 1, 2, 2-Tetrachloroe 0 . 0 20 18 30 92 152# 49 70 70-130 1, 3-Dichlorobenzene 0 . 0 20 25 27 125 135# 8 15 70-130 1,4-Dichlorobenzene 0 . 0 20 24 27 122 137# 12 15 70-130 1, 2-Dichlorobenzene 0 . 0 20 27 28 133# 139# 5 15 70-130 --------------------------------------------------------------------------- 6245A94F.M Tue May 17 10 :26 :35 1994 YAOLI HE Mobil TECHNICAL SERVICE LABORATORIES ' Environmental Services Project Name: SS# 01-QJH Sampled: 5/9/94 ' Consultant: GES Received: 5/11/94 Matrix: Soil Analyzed: 5/12/94 Sample ID: Method No: EPA 418.1 Modified ' TSL No: Method Title: Total Petroleum Hydrocarbon in Soil (TPH) TSL Number Sample ID Results Units MDL ' 9403157 B-1 SS-8 14-16 121 mg/kg 5 ' 9403158 B-2 SS-8 14-16 16 mg/kg 5 9403159 B-3 SS-8 14-16 12 mg/kg 5 9403160 B-4 SS-8 14-16 15 mg/kg 5 ' MDL = Method Detection Limit EPA Method Number ' Tests Methods for Chemical Analysis of Water and Waste, EPA-600, 1983 ' Analyst: K. E. Wesley QA/QC Reviewed by 1 —Mobil TECHNICAL SERVICE LABORATORIES ' Environmental Services Project Name: QAQC Data Sampled: 5/9/94 ' Consultant: Received: 5/11/94 Matrix: Soil Analyzed: 5/12/94 Sample ID: Method No: EPA 418.1 Modified ' TSL No: Method Title: Total Petroleum Hydrocarbon in Soil (TPH) TSL Number Sample ID Results Units MDL Recovery ' 9403160 Sample 11 mg/kg 5 9403160 Duplicate 15 mg/kg 5 9403160 Spike - 159 mg/kg 160 mg/kg 5 100% ' Method Blank ND mg/kg 5 ' Note: Samples not blank corrected. I ' MDL = Method Detection Limit ND = None Detected EPA Method Number ' Tests Methods for Chemical Analysis of Water and Waste, EPA-600, 1983 ' Analyst: K. E. Wesley QA/QC Reviewed by: C Mobil TECHNICAL SERVICE LABORATORIES Environmental Services DATA QUALIFIER STATEMENTS ' J = The analyte was positively identified; the associated numerical value is the approximate concentration of the analyte in the sample. ' N = The analysis indicates the presence of an analyte for which there is presumptive evidence to make a "tentative identification." ' NJ = The analysis indicates the presence of an analyte that has been "tentatively identified" and the associated numerical value represents its approximate concentration. UJ = The analyte was not detected above the reported sample quantitation limit. However, the reported quantitation limit is approximate and may or may not represent the actual limit of quantitation necessary to accurately and precisely measure the analyte in the ' sample. R = The sample results are rejected due to serious deficiencies in the ability to analyze the sample and meet quality control criteria. The presence or absence of the analyte cannot be verified. ' Q = No analytical result. • = The surrogate recovery out of range. N/A = Not applicable. ' P. 0. Box 1027, Princeton, NJ 08543-1027 (800) 572-1354 Environmental Services Chain of Custody Mobil Oil Corporation, Technical Service Laboratories Analysis Request Please print. Instructions on reverse side corSespendwith numbered sections. Consultant: �o S Serv. Sta.#: 1— J (p c f� Analyses pquesEd �� Matrtx Sampler: �R� /�/• y= SG Phone:5aB-6�8/Cif L� R Location: l 6 OU6 oriel S� � Yg H ,P , Hy4174<. I►'Ia Mobil Engineer: . W��� S Phone: i E Q� a E bate Time. : t t` Saari le. Idrit(fitiart k Remarks B-y q_`r, v � :��e.(A This section MUST be signed each time the sample changes hands) Turnaround time requested, (please circle): mergency, outine Reiih' ui�sheyd� bG� Date Time Reatived .b bate Time (Call to confirm Emergency turnaround time.) G�' �/ gj. ;-- Rush analyses results via: 6 Fax #:S 6-688-60 `�� -or- Phone #: ITC6- 6 8�-8io0 CONDITION OF SAMPLES UPON RE EIPT AT TSL: Sample Tem �i C. Preserved?: r` Damaged?: P P 9 Reim uished ; Date ?ime R cei " f r :TSL, b t Time Comments — G A In case we have questions when the samples arrive, TSL should call: Name: ge✓LtV Phone: .;066660--8/0 Send report to: SA/yI Mobil Titus Mill Rd., Pennington, NJ 08534 (800)572-1354 Copies: White & Yellow accompany samples to lab; Pink retained by consultant. lip 1 1 APPENDIX F HAZARDOUS SUBSTANCE DATA SHEETS 1 1 1 1 i i 1 1 1 1 1 i ' BENZENE ' GENERAL BACKGROUND INFORMATION Benzene is a clear, volatile, highly flammable, aromatic hydrocarbon which exists naturally ' and is produced by volcanoes and forest fires. Benzene is also a very common industrial solvent, produced from petroleum. It is used as a solvent for fats, inks, paints, plastics, rubber, in the extraction of oils from seeds and nuts, in photogravure printing, as a chemical ' intermediate and in the manufacture of detergents, explosives, pharmaceuticals and dyestuffs. It is also a component of gasoline and other petroleum-based fuels. Exposure to benzene can occur via inhalation, ingestion, especially of contaminated drinking water, and dermal contact (as in contact with liquid benzene found in gasoline.) (Sittig, 1981; ATSDR, 1989) ' PHARMACOKINETICS Benzene is readily absorbed through ingestion, moderately absorbed through inhalation and tpoorly absorbed through intact skin (see section on Relative Absorption Factors). Once in the bloodstream, benzene is distributed throughout the body,with the concentration in any one compartment dependent on the degree of perfusion of tissues by blood. Since benzene ' is lipid-soluble, it accumulates in fat, but the rate of accumulation is slow since fat is poorly perfused. The metabolites of benzene are responsible for its toxic effects. These include phenol (which is either formed via an unstable benzene oxide precursor or directly from benzene), catechol, hydroquinone and conjugated phenolic compounds. The primary site of benzene metabolism is the liver via the cytochrome P450 mixed function oxidase system. Some benzene metabolism may also occurs in the bone marrow via the same enzyme system. Benzene is excreted either unchanged from the lungs or as metabolites in the urine (ATSDR, 1989). ' HUMAN TOXICOLOGICAL PROFILE ' Benzene targets its effects on the hemopoietic,immune and nervous systems(ATSDR, 1989). Exposure to benzene has produced irritation of the skin, eyes and upper respiratory tract. Acute exposure has produced central nervous system depression,headache,dizziness,nausea, convulsions, coma and death at extremely high concentrations (Sittig, 1981). Health effects in humans have been reported starting as low as 50 ppm via inhalation. Twenty-five ppm for 6 hrs had no obvious effects though benzene was detected in blood (Sandmeyer, 1981). ' Early autopsy reports found benzene-induced hemorrhages of the brain,pericardium,urinary tract, mucous membranes and skin (Sittig, 1981). Chronic exposure to benzene produces blood changes involving an initial increase in levels of erythrocytes, leukocytes and ' MA DEP, ORS &BWSC Documntation for the Risk Assessment ShortForm Residential Scenario versions 1.6 a&b• 10/92 B - 13 ' thrombocytes, followed by aplastic anemia indicated by anemia, leukopenia and thrombocytopenia (Sittig, 1981). ' MAMMALIAN TOXICOLOGICAL PROFILE The following effects have been produced experimentally in laboratory animals, following exposure to benzene: decreased leukocyte and/or erythrocyte counts, reduction in cellular immunity and bone marrow depression (reduced number of granulopoietic stem cells). Animal studies do not indicate that benzene is teratogenic,but the following fetotoxic effects have been found: reduced fetal weight, altered fetal hematopoiesis, fetal skeletal variations and increased resorption in pregnant exposed animals. In addition, benzene has produced histopathological changes in ovaries and testes of test animals (ATSDR, 1989). GENOTOXICITY Benzene and its metabolites have been shown to be mutagenic in a number of in vitro and in vivo studies. Genotoxic effects produced experimentally include structural and numerical ' chromosome aberration in humans, animals and cell cultures, and sister chromatid exchanges and micronuclei in in vivo animal studies. Benzene exposure has been found to produce an increase in the number of chromosome aberrations associated with myelotoxicity (Sittig, 1981). In addition, sperm head abnormalities, inhibition of DNA and RNA synthesis, DNA binding and interference with cell cycle progression have been shown in in vitro studies (ATSDR, 1989). The epidemiologic data indicate that benzene is leukemogenic. The ' evidence is most convincing for acute myelogenous and acute erythroleukemia, although a correlation has also been found with chronic leukemia Benzene has been designated a group A human carcinogen (leukemogen)by inhalation. Although data are insufficient to validate ' the carcinogenicity of benzene via ingestion, it would not be unreasonable that benzene is carcinogenic via this route as well if present in sufficient quantities. The carcinogenicity of benzene via dermal exposure is considered to be lower since benzene is absorbed poorly ' through the skin (ATSDR, 1989). 1 REFERENCES Agency for Toxic Substances and Disease Registry(ATSDR)(1989)Toxicological profile for benzene.U.S.Public Health ' Service. Sandmeyer,E.E.(1981)Aromatic hydrocarbons.In:Patty's Industrial Hygiene and Toxicology.Vol.2,3rd ed.,Clayton GD., Clayton F.E.,eds.New York.Interscience Publishers,pp. 3253-3293. ' Sittig, M.(1981)Handbook of Toxic and Hazardous Chemicals.Noyes Publications. MA DEP, ORS &BWSC ' Documntation for the Risk Assessment ShortForm Residential Scenario versions 1.6 a&b• 10/92 B - 14 ' TOLUENE GENERAL BACKGROUND INFORMATION Toluene is a clear, colorless organic liquid with a sweet smell and a high degree of lipid ' solubility. It is used as an industrial solvent/degreaser, as an intermediate in the manufacture of chemicals and pharmaceuticals, and is present as a component of gasoline and other fuels, paints, lacquers, adhesives, rubber and printing ink. Toluene is a volatile molecule with relatively low water solubility. It is flammable and may pose a fire hazard if handled improperly (ATSDR, 1989). ' PHARMACOKINETICS Toluene is readily absorbed by all routes of exposure (see section on Relative Absorption Factors). Once absorbed, it is rapidly distributed to all organ systems, including fetal tissue, with highest concentrations occuring in organs with high lipid content such as adipose tissue, brain and bone marrow. Toluene undergoes primarily oxidative metabolism to benzyl alcohol ' mediated by the mixed function oxidase enzyme system. Benzyl alcohol is further oxidized by alcohol and aldehyde dehydrogenase to produce benzoic acid which is primarily conjugated with glycine or glucuronic .acid and excreted in urine as hippuric acids or benzoyl ' glucuronide. Toluene may also be excreted unchanged in exhaled air. Metabolism and excretion occurs rapidly, with the major portion occurring within 12 hours of exposure (Fishbein, 1985). HUMAN TOXICOLOGICAL PROFILE In humans, the most profound effects of toluene are on the central nervous system. Acute exposure results in reversible depression of the central nervous system, neurological dysfunction, impaired performance and narcosis. Chronic exposure has been reported to result in permanent central nervous system effects such as ataxia, tremors and impaired speech, hearing and vision (ATSDR, 1989). Toluene vapors cause irritation of the upper respiratory tract, mucous membranes and eyes, and may produce cardiac arrhythmias upon chronic exposure (Anderson et al., 1982). Reports of effects on the hematological system, liver, kidney, immune system, reproductive organs and the'developing fetus are confounded ' by exposure to multiple solvents (ATSDR, 1989). MAMMALIAN TOXICOLOGICAL PROFILE ' Toluene has been demonstrated to produce similar effects in humans and animals. The major target organ following acute or chronic exposure is the central nervous system. Signs ' MA DEP, ORS&BWSC Documntation for the Risk Assessment ShortForm Residential Scenario versions 1.6 a&b- 10/92 B - 123 I' ' of central nervous system damage. include impaired motor abilities, narcosis, tremors, alterations in EEG activity, changes in the levels of brain neurotransmitters and morphological effects (ATSDR, 1989). High level inhalation exposure resulted in respiratory ' irritation and inflammation and pulmonary lesions (NTP, 1989). Toluene does-not appear to be directly toxic to the cardiovascular system (Bruckner and Peterson, 1981). Decreased ' leukocyte counts were observed in dogs following exposure to toluene (Hobara et al.,, 1984). In addition, exposed mice exhibited increased susceptibility to respiratory infection (Aranyi et aL, 1985). Hepatic effects appear to be relatively mild with reported increases in liver ' weight and minor ultrastructural changes(Ungvary et al., 1982). Renal toxicity has not been observed (NTP, 1989; Bruckner and Peterson, 1981). Studies with animals provide evidence . that toluene may be a developmental toxicant. Exposure in utero resulted in skeletal ' anomalies, retarded skeletal growth and low fetal weights (Ungvary, 1985). No reproductive effects have been reported (API, 1985; NTP, 1989). GENOTOXICITY Available in vitro studies suggest that toluene is nongenotoxic (ATSDR, 1989). In vivo ' studies in animals provide additional supportive evidence (API, 1981). A small number of human studies have reported an increased incidence in chromosomal abnormalities,however, these studies are confounded by.possible co-exposure to other chemicals (Schmid et al., 1985; ' Bauchinger et al., 1982). Other human studies have found no correlation between exposure to toluene and increased frequencies of chromosomal abnormalities (Haglund et al., 1980; Maki-Pankkanen et al., 1980). ' REFERENCES ' Agency for Toxic Substances and Disease Registry(ATSDR)(1989)Toxicological Profile for toluene.U.S.Public Health Service. Anderson, H.R., Dick, B. and Macnair, R.S. (1982)An investigation of 140 deaths associated with volatile substance abuse in the United Kingdom.Hum.Toxiool. 1:207-221. API. (1981) American Petroleum Institute. Mutasenicity evaluation of toluene in the mouse dominant lethal assay. Litton Bionetics,Inc.Proi.No.21141-05. API. (1985) American Petroleum Institute. Two-generation reproductionifertility study on a Petroleum-derived hvdrocarbon:Toluene.Volume 1. ' AranA C., O'Shea,W.J.and Sherwood, R.L.(1985)Effects of toluene inhalation on pulmonary host defenses of mice. To:iool.Lett.25:103-110. Bauchinger, M., Schmid, E. and Dresp, J. (1982) Chromosome change in Lymphocytes after occupational exposure to ' toluene.Mutat.Res. 102:439-445. Bruckner,J.V.and Peterson,R.G.(1981)Evaluation of toluene and acetone inhalant abuse.II.Model development and taxicblogy.Toxiool.Appl.PharmaooL 61:302-312. ' MA DEP, ORS &BWSC Documntation for the Risk Assessment ShortForm Residential Scenario versions 1.6 a&b- 10192 B - 124 .' Fishbein,L.(1985)An overview of environmental and toxicological aspects of aromatic hydrocarbons.II. Toluene.SoL Total Environ.42:267-288. Haglund,U.,Lundberg,I.and Zeeh,L.(1980)Chromosome aberrations and sister chromatid exchanges in Swedish paint ' industry workers.Scan.J.Environ.Health 6:291-298. Hobara,T.,Kobayashi,H.and Higashihara,E.(1984)Acute effects of 1,1,1-trichloroethane,trichloroethylene and toluene on the hematological parameters in dogs.Arch.Environ.Contain.Toxdeol. 13:589-593. ' Maki-Paakkanen,J.,Husgafvel-Pursiainen, K and Kslhomaki, P.L. (1980)Toluene-exposed workers and chromosome aberrations.J.Toidool.Environ.Health 6:775-781. 1 NTP.(1989)NTP technical report on the toxicology and carcinogenesis studies of toluene WAS No.108-88-3)in F344/N rats and B6C3F, mice.NIH Publication No.89-2826. Schmid, E., Bauchinger, M. and Haut R. (1985) Chromosome changes with time in lymphocytes after occupational ' exposure to toluene.MutaL Res. 142:37-39. Ungvary, G.,Tatrai,E.and Sseberenyi, S. (1982)Effect of toluene exposure on the liver under different experimental conditions.Exp.MoL Pathol.36:347-360. Ungvary, G. (1985) The possible contribution of industrial chemicals (organic solvents) to the incidence of congenital defects caused by terntogenic drugs and consumer goods: An experimental study. In: Marais, M., ed. Prevention of physical and mental congenital defects.Part B:Ecidemiology.early detecton and therapy,and environmental factors. ' New York:Alan R. Lisa,Inc.pp.295-300. ' MA DEP, ORS &BWSC Documntation for the Risk Assessment ShortForm Residential Scenario versions 1.6 a&b- 10/92 B - 125 I 1 1 1 1 i 1 1 1 1 THIS PAGE HAS BEEN INTENTIONALLY LEFT. BLANK 1 1 1 1 1 1 1 MA DEP, ORS&Bwsc Documntation for the Risk Assessment ShortForm Residential Scenario versions 1.6 a&b- 10/92 B - 126 1 ETHYLBENZENE GENERAL BACKGROUND INFORMATION ' Ethylbenzene is a colorless li quid that smells like gasoline. It is volatile and flammable. Y q Ethylbenzene occurs naturally in coal tar and petroleum, and is also manufactured for ' commercial uses in paints, inks, and insecticides (ATSDR, 1990). The two major uses of ethylbenzene are in the plastic and rubber industry, where it is used in the synthesis of styrene (U.S. EPA, 1980). Gasoline contains about 2% (by weight) ethylbenzene (ATSDR, 1990). Ethylbenzene has a wide environmental distribution due to its widespread use. PHARMACOKINETICS Ethylbenzene has been shown to be readily absorbed via inhalation, ingestion, and dermal ' exposure in human a as well as in laboratory animals (see section on Relative Absorption Factors). Following exposure, ethylbenzene is distributed throughout the body, with the highest levels detected in the kidney, lung, adipose tissue, digestive tract, and liver (Chin et al., 1980). There appears to be quantitative differences in metabolism of the chemical in humans and laboratory animals. However, in all species, ethylbenzene undergoes a variety of microsomally-mediated side-chain hydroxylation to yield the major metabolites,mandelic ' acid and phenylglyoxylic acid (Engstrom et al., 1984). The oxidation products are conjugated followed by urinary excretion which appears.to be complete within 2 days of exposure (ATSDR, 1990). ' HUMAN TOXICOLOGICAL PROFILE Humans exposed to low levels of ethylbenzene in air for short periods of time experience eye and throat irritation. Exposure to higher levels may cause more severe effects such as central nervous system depression, decreased movement and dizziness, and more severe mucous membrane irritation. No studies have reported death in humans following exposure to ethylbenzene. No information was located to indicate that ethylbenzene produces toxicity in other organ systems upon short-term or prolonged exposure (ATSDR, 1990). ' MAMMALIAN TOXICOLOGICAL PROFILE ' Animal studies indicate that the primary symptoms resulting from acute exposure to ethylbenzene are manifested as neurological and respiratory depression. Other studies suggest that the liver, kidney and hematopoietic system may also be targets of ethylbenzene ' toxicity (ATSDR, 1990). Studies indicate that ethylbenzene exposure of pregnant rats can produce fetotoxic effects at doses that also induce maternal toxicity (Andrew et al., 1981). MA DEP, ORS &BWSC ' Documntation for the Risk Assessment ShortForm Residential Scenario versions 1.6 a&b- 10/92 B - 71 ' Additionally, oral administration resulted in blockage of the estrus cycle in female rats (Ungvary, 1986). GENOTOXICITY Results of in vitro genotoxicity test generally indicate that ethylbenzene is not mutagenic ' in the presence or absence of metabolic activation (ATSDR, 1990). In one in vivo study, there was no dose-dependent increase in the frequency of micronucleated polychromic erythrocytes (Mohtashamipur et al., 1985). Ethylbenzene did cause a mutagenic effect in ' mouse lymphoma cells and has been shown to induce a marginal yet significant increase in SCE in human lymphocytes. Therefore, ethylbenzene may cause an increased potential for genotoxicity in humans (ATSDR, 1990). No association between increased cancer incidence in humans and exposure to ethylbenzene has been reported. In animal studies, the only chronic bioassay produced inconclusive results of the tumorigenicity of oral ethylbenzene (Maltoni et al., 1985). Ethylbenzene is classified as a Group D agent (not classified as to ' carcinogenicity) by the EPA. ' REFERENCES Agency for Toxic Substances and Disease Registry(ATSDR)(1990)Toxicological urofile for ethylbenzene.U.S.Public Health Service. ' Andrew,F.D.;Buschbom,R.L.and Cannon,W.C.(1981)Teratologic assessment of ethylbenzene and 2-eth2jZ thanol. Richland,WA:Battelle Pacific Northwest Laboratory.P1183-208074. ' Chin,BJ.,McKelvey,JA and Tyler,T.R.(1980)Absorption,distribution and excretion of ethylbenzene,ethylcyclohezane and methylethylbemmne isomers in rats.Bull.Env.Contam.ToxiooL 24:477-483. Engstrom, K., Riihimald,V.and Laine, A. (1984) Urinary disposition of ethylbenzene and m-sylene in man following ' separate and combined exposure.Xenobiotioa 15:281-286. Mahon,C., Conti,B.and Cotti, G.(1985)Experimental studies on benzene carcinogenicity at the Bologna Institute of Oncology:Current results and ongoing research.Am.J.Ind.Med.7:415-446. ' Mohtashamipar,E.,Norpoth,K.and Woelke,U.(1985)Effects of ethylbenzene,toluene,and zylene on the induction of micronuclei in bone marrow polychromatic erythrocytes of mice.Arch.Toxiool.58:106-109. ' Ungvary,G.(1986)Solvent effects on reproduction.Exp.Toxiool.220:169-177. U.S.Environmental Protection Agency(U.S.EPA)(1980)Ambient water quality criteria for ethylbenzene.Washington, D.C.EPA-440/5.80-048. MA DEP, ORS &BWSC ' Documntation for the Risk Assessment ShortForm Residential Scenario versions 1.6 a&b- 10/92 B - 72 1 XYLENES GENERAL BACKGROUND INFORMATION Xylenes are colorless liquid organic molecules with a sweet odor and a high degree of lipid solubility. There are three isomers of xylene: meta- ortho- and para-xylene (m-, o- and p-xylene, respectively). The term "total xylenes" is used to designate a mixture of the three possible isomers, in any proportions. They are commonly used as industrial solvents, as ' components of paints, varnishes, cleaners, degreasers and gasoline and as chemical intermediates in the manufacture of other chemicals, plastics and synthetic fibers. Xylenes are volatile molecules and therefore, evaporate quickly. They are also flammable and may ' pose a fire hazard if handled improperly (ATSDR, 1990). PHARMACOKINETICS ' Xylenes are readily absorbed by all routes of exposure (see section on Relative Absorption Factors). Xylenes are very soluble in blood and therefore are absorbed easily into the ' systemic circulation during exposure (Astrand, 1982). Following absorption, distribution occurs rapidly to all organs, including fetal tissue, with greatest distribution occuring to organs having a high lipid content, such as adipose tissue, bone marrow and brain (Astrand, ' 1982; Engstron and Bjurstrom, 1978; Riihimaki et al., 1979). In humans, xylenes are primarily metabolized by the mixed function oxidase enzyme system to methylbenzyl alcohols which are further oxidized by alcohol and aldehyde dehydrogenase to yield methyl benzoic ' acids. The acids are readily conjugated and excreted in urine (Fishbein, 1985). In addition, a small percentage (3-6%) is exhaled unchanged due to the volatile nature of these compounds. ' HUMAN TOXICOLOGICAL PROFILE ' Human data suggests that the three xylene isomers all produce qualitatively similar effects, although the individual isomers are not necessarily equal in potency with regard to a given effect (ATSDR, 1990). Exposure, by any route, results in primarily central nervous system effects that may include headaches, nausea, mental confusion, narcosis, impaired learning ' Y P g and memory, dizziness, tremors, unconscienceness and coma, depending on dose and length of exposure. High doses may result in death. The respiratory system may also be a target ' of xylene toxicity in humans, producing respiratory tract irritation, pulmonary edema and inflammation after inhalation. Ocular irritation may result following exposure to xylene ' vapors. Skin irritation, dryness and scaling may result following dermal exposure. Limited data are available concerning effects of exposure on the hepatic, renal, cardiovascular, MA DEP, ORS &BwsC ' Documntation for the Risk Assessment ShortForm Residential scenario versions 1.6 a&b- 10/92 B - 137 1 t musculoskeletal or hematological system. Insufficient information is available regarding the developmental and reproductive toxicity of xylenes in humans. MAMMALLAN TOXICOLOGICAL PROFILE Exposure to xylenes produces similar effects in humans and laboratory animals. The central ' nervous system is the primary target for both short-term and long-term exposures. Respiratory effects are observed following inhalation exposure. Data from animal studies ' provide limited evidence that xylene may produce cardiovascular effects (arrhythmias, atrial fibrillation and alterations in blood vessels and blood flow) (Morvai et al., 1976, 1987),hepatic effects (enzyme induction, increased liver weight,.ultrastructural alterations) (Condie et al., 1988; Elovaara et al., 1980; Elovaara, 1982) and renal effects (enzyme induction, renal ' atrophy, tubular alterations) (Condie et al., 1988; Elovaara, 1982; Toftgard and Nilsen, 1982). These results suggest that humans might be at increased risk of developing such effects following exposure. Findings in animal studies suggest that xylenes may produce ' developmental defects including increased fetal death, decreased fetal weight, delayed skeletal development and gross anomalies (Marks et al., 1982; Ungvary et al., 1980). No animal data exists suggesting effects on reproductive organs, the musculoskeletal system or hematological system. ' GENOTOXICITY Xylenes have been tested for genotoxicity in a variety of in vitro and in vivo assays. Results ' of the various assays indicate that xylenes are nongenotoxic following in vitro and in vivo exposure (ATSDR, 1990). No evidence of carcinogenicity exists in humans or laboratory animals (ATSDR, 1990). ' MA DEP, ORS &BWSC Documntation for the Risk Assessment ShortForm Residential Scenario versions 1.6 a&b- 10/92 B - 138 REFERENCES Agency for Tcaic Substances and Disease Registry(ATSDR)(1990)Toxicological vrofrle for total xvlenes.U.S.Public Health Service. Astrand, I. (1982) Work load and uptake of solvents in tissues of man. In: Mehlman, MA, ed. Advances in modern environmental toxicology.Vol.2,Princeton Junction,N.J.: Senate Press, pp. 141-152. Con",L.W.,Hill,J.R.and Borzelleca,J.F.(1988)Oral toxicology studies with xylene isomers and mined xylenes.Drug Chem Toidool. 11:329-354. ' Fdovaara, E. (1982)Dose-related effects of m-xylene inhalation on the zenobiotic metabolism of the rot. Xenobiotioa 12.345-352. Elovaara,E., Conan,Y. and PfaM P. (1980) The combined toxicity of technical grade xylene and ethanol in the rat. Xenobiotioa 10:435-445. ' Engstrom,J.and Bjurstrom,R.(1978)Exposure to xylene and ethylbenzene.II. Concentration in subcutaneous adipose tissue.Soand.J.Work Environ.Health 4:195-203. ' Fishbein,L.(1985)An overview of the environmental and toxicological aspects of aromatic hydrocarbons:L7.Xylene.SoL Total Environ.43:165-183. Marks, TA, Ledouz, TA and Moore, JA (1982) Teratogenicity of a commercial Vkne mixture in the mouse. J. ' ToidooL Environ.Health 9:97-105. Morvai,V.,Hudak,A.and Ungvary,G.(1976)ECG changes in benzene,toluene and xylene poisoned rats.Acta.Med. Acad.Sol.Hung.33:275.286. ' Morvai,V.,Ungvary, G.and Herrmann,H.J. (1987)Effects of quantitative undernourishment, ethanol and xylene on coronary microvessels of rats.Acta Morphol.Hung.35:199-206. Rfihimald, V., Pfaflli, P. and Savolainen, K (1979) Kinetics of m-xylene in man: General features of absorption, distribution,biotransformation and excretion in repetitive inhalation exposure.Scand.J.Work Environ.Health 5:217- 231. Tottgard,R.and Nilsen,O.G.(1982)Effects of xylene and xylene isomers on rytochrome P-450 and in vitro ensymatic activities in rat liver, kidney and lung.Torioology 23:197-212. Ungvary,G.,Tatrai,E.,Hudak,A.(1980)Studies on the embryotoxic effects of ortho-,meta-and para-xylene.Toxicology 18:61-74. 1 ' MA DEP, ORS &BWSC Documntation for the Risk Assessment ShortForm Residential Scenario versions 1.6 a&b- 10/92 B - 139 1 ' THIS PAGE HAS BEEN INTENTIONALLY LEFT BLANK II ' MA DEP, ORS &BWSC Docmuntation for the Risk Assessment ShortForm Residential Scenario versions 1.6 a&b- 10/92 B - 140 METHYL TERT BUTYL ETHER GENERAL BACKGROUND INFORMATION 1 i Methyl tert butyl ether (MTBE) is an volatile organic ether with extensive water solubility and lipophilicity. It is used clinically in the nonsurgical treatment of gallstones (Hofmann, ' 1990), as an industrial solvent and as a gasoline oxygenated octane enhancer. At normal temperature and pressure, it exists as a clear liquid with a disagreeable odor. MTBE is highly flammable and may pose a fire hazard if improperly handled (U.S. EPA, 1987). PHARMACOKINFETICS ' Due to its lipophilicity, MTBE is well absorbed by all routes of exposure. It is readily soluble in blood and rapidly distributes to all organ systems, including fetal tissue, with highest ' concentrations occuring in organs with high lipid content such as adipose tissue and brain (U.S. EPA, 1987). Most of an administered dose is excreted unchanged in expired air (Biodynamics, 1984). The remainder undergoes oxidative metabolism mediated by the P-450 ' mixed function oxidase enzyme system to yield either tertiary butanol or formaldehyde which are ultimately eliminated from the body as either exhaled CO. or formic acid in urine and feces (Brady et al., 1990;.Savolainen et al., 1985). HUMAN TOXICOLOGICAL PROFILE ' The only information concerning the human toxicity of MTBE involves its use as a therapeutic agent to dissolve gallstones. The procedure entails catheterization of the gallbladder through the abdominal cavity and subsequent perfusion with MTBE until the stones are dissolved. More than 400 patients have been treated worldwide with a high degree of success and few complications reported (Hofmann, 1990). Nausea, vomiting, sedation,local pain and mild hemolysis are possible side effects. The only major complication ' induced by MTBE has been a case of reversible renal failure in a patient during treatment (Ponchon, 1988). ' MAMMALIAN TOXICOLOGICAL PROFILE MTBE is considered to have a relatively low order of acute toxicity, evident from reported ' LD„ values of 2962-3866 mg/kg and LC. values of 33,427-39,461 ppm (U.S. EPA, 1987). MTBE,in air,produces local irritation of the upper respiratory tract and mucous membranes. By all routes of exposure, it produces central nervous system depression evidenced as ' sedation, slowed reflexes, tremors, incoordination and altered behavior. Mild changes in MA DEP, ORS &BWSC ' Documntation for the Risk Assessment ShortForm Residential Scenario versions 1.6 a&b- 10/92 B - 95 hematological parameters, neurobehavioral indices and organ weights were evident upon ' prolonged exposure (API, 1985). ' Inhalation teratology and reproduction studies have failed to show any treatment related effects (Biodynamics, 1984). ' GENOTOXICITY Limited in vivo and in vitro cytogenetic results are available. In vivo, clastogenic effects were ' not observed in rats following subchronic exposure to MTBE Bushy Run, 1989). In vitro tests similarly failed to show any correlation between MTBE exposure and cytogenetic abnormalities. MTBE did yield a dose-related positive response when tested in the mouse ' lymphoma forward mutation assay in the presence of metabolic activation. Negative results were obtained in the absence of metabolic activation (ARCO, 1987). No information on the ' carcinogenicity of MTBE was located. However, structure-activity analysis predicts MTBE to be neither a genotoxicant nor a carcinogen (Rosenkranz and Klopman, 1991). REFERENCES API 0985) Unpublished information on the production, use, occupational exposure, release and toxicity of MTBE. Submitted by W.F.O'Keefe,American Petroleum Institute. ' ARCO(1987)Acute tox study on methyl t-butyl ether.NTIS/OTS0513481. Biodynamica,Inc.(1984)Methyl t-butyl ether(MTBE)composite report.Final report Vols.I and II.80-7452:A nine-day ' inhalation toxicity study of MTBE in the rat;80-2515:An inhalation teratology study in rats with MTBE;800-2516: An inhalation terstolo®study in mice with MTBE;80-7453:A single generation inhalation reproduction/fertility study in rats with MTBE; SO-089: The metabolic fate of methyl-t-butyl ether (MTBE) following an acute intraperitoneal injection.March 30.Submitted to American Petroleum Institute. ' Brady, J.F., Xiao, F., Ning, S.M. and Yang, C.S. (1990) Metabolism of methyl tertiary-butyl ether by rat hepatic microsomes.AroL Toxiodl 64:157-160. Bushy Run Research Center(1989)Methyl tertiary butyl ether repeated exposure vapor inhalation study in rats: In vivo cytogenetic evaluation.Report No.51-635. Hofmann,A.F.(1990)Nonsurgical treatment of gallstone disease.Ann.Rev.Med.41:401-415. ' Ponchon,T.,Baroud,J.,Px4ol,B.Valette,P.J.and Perrot,D.(198S)Renal failure during dissolution of gallstones by methyl-tert-butyl-ether.Lanoet 2:276-77. Rosenkraas, H.S.and Mopman,G.(1991)Predictions of the lack of genotoxicity and carcinogenicity in rodents of lino gasoline additives:Methyl-tent-butyl and ethyl-test-butyl ethers.In Vitro Toxiool.4:49-54. Savolainen,H.,PfaIDi,P.and Elovaara,E.(1985)Biochemical effects of methyl tertiary-butyl ether in extended vapour exposure of ruts.Arch.ToxiooL'57:285-288. ' U.S.Environmental Protection Agency(U.S.EPA)(1987)Technical support document-MTBE.Prepared for Test Rules Development Branch,Existing Chemicals Assessment Division,Office of Toxic Substances.Publication SRC TR-86-394. ' MA DEP, ORS&BWSC Documntation for the Risk Assessment ShortForm Residential Scenario versions 1.6 a&b- 10/92 B - 96 I , t CHLOROBENZENE GENERAL BACKGROUND INFORMATION chlorobenzene is a clear liquid with an almond-like odor. Although chlorobenzene does not occur naturally in the environment, it is used in industry as a solvent, in the manufacture ' of aniline, phenol and chloronitrobenzene, and as an intermediate in the manufacture of dyestuffs and pesticides (ATSDR, 1990; Sittig, 1981). ' PHARMACOKINEETICS Chlorobenzene is assumed to be readily absorbed via ingestion, moderately absorbed through inhalation and poorly absorbed through the skin,based on its structural similarity to benzene (see section on Relative Absorption Factors). The major metabolites of chlorobenzene are p-chlorophenylmercapturic acid and 4-chlorocatechol. Excretion of chlorobenzene occurs via ' urine in the form of its two metabolites, with the excretion of p-chlorophenylmercapturic acid reported to be much lower than of 4-chlorocatechol. A portion of an absorbed dose is ' excreted as unchanged chlorobenzene through the lungs (ATSDR, 1990). HUMAN TOXICOLOGICAL PROFILE ' Acute exposure to chlorobenzene has produced the following health effects in workers exposed to high levels: irritation of the eyes and nose,skin irritation, central nervous system ' depression with symptoms such as drowsiness,incoherence,numbness,nausea and vomiting. However, these workers were simultaneously exposed to other solvents so it is not clear whether chlorobenzene is responsible for these effects (ATSDR, 1990; Sittig, 1989). MAMMALIAN TOXICOLOGICAL PROFILE Acute lethality via both inhalation and ingestion is relatively low in animals. One study produced 100% mortality in mice after 2 hrs of exposure to 4,300 ppm. In rats exposed to a single dose of 4000 mg/kg and mice exposed to a single dose of 1000 mg/kg via corn oil by gavage, death occurred in 2-3 days (ATSDR, 1990). Animal studies indicate that exposure to chlorobenzene via either inhalation or ingestion can produce severe kidney and liver damage. Typical signs of liver damage reported include increased serum enzymes, changes ' in liver weights, degeneration, necrosis and interference with porphyrin metabolism. Signs of kidney damage include degeneration or focal necrosis of proximal tubules and increased kidney weights. Animal evidence also exists that chlorobenzene is immunotoxic via ingestion ' with the potential of producing thymic necrosis and lymphoid or myeloid depletion of bone marrow, spleen or thymus. Neurological effects, manifested by miscellaneous spasms and MA DEP, ORS &BWSC ' Documntation for the Risk Assessment ahortForm Residential Scenario versions 1.6 a&b- 10l92 B - 37 ' narcosis,have been shown in animals acutely exposed via inhalation to chlorobenzene. There are very few animal data on the developmental and reproductive effects of chlorobenzene. The available data do not indicate that chlorobenzene produces developmental or 1 reproductive effects via either inhalation or ingestion. GENOTOXICITY There were no data located regarding the g g mute gemclty of chlorobenzene in either animals or humans following oral exposure. Limited in vitro mutagenicity testing in bacterial and ' mammalian test systems suggest that chlorobenzene may not be genotoxic in humans (ATSDR, 1990). In a National Toxicology Program (NTP) chronic, oral carcinogenic bioassay conducted in both sexes of mice and rats, the only significant finding was an increase in the ' incidence of neoplastic nodules of the liver of male rats in the higher dose group but not at the lower dose. On the basis of these data, EPA has classified chlorobenzene as a Class D ' carcinogen (inadequate evidence of carcinogenicity in both humans and animals) (ATSDR, 1990; NTP, 1985). RFFFMNCES Agency for Toxic Substances and Disease Retry(ATSDR)(1990)Toxiooloaical profile for chlorobenzene.U.S.Public Health Service. ' NTP (1985)Toxieoloev and carcinoeenesia studies of chlorobenzene(CAS No 108 90-70) in F344/N rats and B6C3F mice(gavaae studies). Technical report series No.261.Research Triangle Park,NC: U.S.Department of Health and Human Services,Public Health Service,National Institutes of Health,National Toxicology Program. NIH Publication ' No.86.2517. Sittig, M.(1981)Handbook of Toxic and Hazardous Chemicals.Noyes Publications. MA'DEP, ORS&BWSC ' Documntation for the Risk Assessment ShortForm Residential Scenario versions 1.6 a&b- 10/92 B - 38 r 1 '. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 L - s TOXIC AND HAZARDOUS MATERIALS REGISTRATIke O FORM NAME OF FIRM: I MAILING ADDRESS: _L:y61y20L;4,k I . TELEPHONE NUMBER: 1-3 CONTACT PERSON: Z Does your-firm-s-tyre 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: /.t /�3iri✓c.S 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 in quantities totalling more than 50 gallons liquid volume or 25 pounds dry weight. Please put a check beside each product that you store: Antifreeze (for gasline or coolant systems)w Refrigerants Automatic transmission fluid Pesticides (insecticides, Engine and Radiator flushes herbicides,rodenticides) / Hydraulic fluid (including brake fluid) Photochemicals ! ,, Motor oils/waste oils Printing Ink Gasoline, Jet fuel Wood preservatives Diesel fuel, Kerosene, #2 heating oil (creosote) Other petroleum products: grease, Swimming Pool chlorine i 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) R E C E ' V E ® toxic or hazardous (please Other cleaningsolvents list.,: HEALTH DEPT. Bug and tar removers TO.":,! OF BARNSTABLE Household cleansers, oven cleaners Drain cleaners Toilet cleaners Cesspool cleaners Disinfectants kCq AY 2 0 1981. Road Salt (Halite) i TOWN OF BARNSTABLE BOARD OF HEALTH 0 CO ROL/OF TOR1C AND HAZARDOUS MATERIALS - INSPECTION SHEET FIRM ADDRESS_-:5 Major types f terials: 1) 2) .3) 4) 5) 6) I. Description of material(s) use: II. Storage (denote product by number listed above) A. Containers metal _gl/Pa'ss paper plastic cans,bottles,jars - U drums,barrels aboveground tanks underground tanks bags,boxes open,loose,uncovered �{ inadequate labelling B. Storage Facility ✓or.# Remarks/Recommendations 1. Indoor a) separato, contained room ` b) stored in general work area i) inadequate ventilation _ v ii) floor drains 77 iii) inadequate fire protection 2. Outdoor a) uncovered, exposed to weather, l b) pervious surface/catch basins, III. Disposal A. Reclamation/Recycling unit B. On-site disposal 1. Town- sewer 2. Regular septic system ,.�' 3. Separate holding tank C. Off-site disposal -:-- 1. hauled by own firm ' Y" 2. hired.hauler / v a) name of hauler b) address or disposal site d w Person(s) Interviewed - - — — — _ _ _ — _ _ _ — Inspector — �- - - t � Date ; IP�v �- -.- - - - - :f TOXIC AND HAZARDOUS MATERIALS REGISTRATION FORM s/jam Mail To: NAME OF BUSINESS: �il/ </' !I/�/1 ������ Board of Health MAILING ADDRESS: Town of Barnstable TELEPHONE NUMBER: 7�/ ��1,8 " P.O. Box 534 CONTACT PERSON: 4/ 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 registere ,_._ - - e T: 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 4--"Hydraulic fluid (including brake fluid) Disinfectants &--Motor oils/waste oils Road Salt (Halite) !-- Gasoline, J@W01 Refrigerants Diesel fuel, kerosene, #2 heating oil Pesticides (insecticides, herbicides, v 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 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 TOWN OF BARNSTABLE COMPLIANCE: CLASS: 1.Marine,Gas Stations,Repair BOARD OF HEALTH O satisfactory 3.Printers ito Body Shops ��r O unsatisfactory- 4.Manufacturers COMPANY �tlsf� �Y � �� trc,_ (see"Orders") 5.Retail Stores 6.Fuel Suppliers ADDRESS /& '"`2, �ra�l,�;( ,f� Class: 7.Miscellaneous QUANTITIES AND STORAGE (IN=indoors;OUT=outdoors) MAJOR MATERIALS Drums Above Tanks Unde'rground Tanks IN OUT IN OUTI IN OUT #&gallons Age Test Fuels: Gasoli g,sTet Fuel(A) I ; k2 (B) Heavy Oils: /oweI ! waste motor oil (C) V afL new motor oil (C) transmissio2 ydraulic p, ,j 41 ' C/' a,2 z Synthetic Organics: degreasers Miscellaneous: DISPOSAURECLAMATION REMARKS: 1. Sanitary Sewage 2. Water Supply Rhil� d r d sz a — G OTown Sewer Public (Aa ,_f 1 lu.W-M 'On-site OPrivate 3. Indoor Floor Drains YES V NO O Holding tank:MDC i O Catch basin/Dry well O On-site system 4. Outdoor Surface drains:YES N0 ORDER r O Holding tank:MDC O Catch basin/Dry well O On-site system 5.Waste Transporter Name of Hauler Destination Waste Product YES NO "" # Y 2. lAir erson (s) Interviewed Inspector Date