Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0590 IYANNOUGH ROAD/RTE 28 - Health
590 Iyanhough Rd 311LIM7 Shell Gasa'Station. Hyannis e 1 � o ,i t � t o I � � o 0 t A � i. f Address: 590 IYANNOUGH ROAD HYANNIS (Former Shell Service Station) VARIOUS REPORTS ON REMEDIATION STATUS AND GROUNDWATER SAMPLI NG RESULTS. • OCTOBER 2007 - 2010 DOCUMENTS IN STORAGE BOX # 41 Tbt CommontUeAUD of 0aVffarbaAtttg DEPARTMENT OF PUBLIC SAFETY-DIVISION OF FRE PR.EVENMON 1010 COMMONWEALTH AVENUE,BOSTON 29-Feb 2016 (Date) APPLICATION FOR PERMIT C.82 S.40 M.G.L. To: HL0 O1;FME.DEPARTMENT WO SAFE NMvIBEK Hyannis,MA 9l 019 qj;7 City or Town Its accordance with the provisions of Chapter 148, Start Date, (p G.L. as,provided in Sec, application is hereby made By Name LaMountain Bros. , Inc. Full nave of pet�4 firm or corpgrstioa .. _.— Address 37 Federal Hil- Road Oxford, MA 01540 (Street or P.O.Box) forpermissionto Install Twc (2) 20, 000 Gallon and One (1) M State clearly 24,000 Gallon Underground Storage Tanks with all associate purpose for Piping .and hardware. Install containment sumps at the tanks which permit and dispensers. is requested at 590 1yannoyig1r-Rca Name of competent operator 1 Cert.No. (i£applicable) Date issued--- 2016 By Daujel Moore 1 / I ..........................Date of expiration......... .............2016 ;. aid. .:...... ... ...................... r mbe commonlwaltb of A15!9#4tbU0ett9 DEPARTMENT OF PUBLIC SAFETY—DIVISION OF FIRE PREVENTION C.82 5.40 M.G.L.1010 COMMONWEALTH,A,VFN[JF,BOSTON DIG SAFE N/U,�MMER Hyannis MA. 29-Feb 2016 r Y V (f6�'I-'3 7 (oily or Town) - 0-) Start Date ' Lr ,PE 1[T �6 In accordance with the provisions of Chapter 148,O.L. as provided in this permit is granted to .Name LaMountain Bros. , Inc. 37 Federal Hill Road Oxford, MA 01540 (Full Name of person,fsm or corporation graided Ae t} to Install Two (2) 20, 000 Gallon and One (1) - 24,000 Gallon Underground Storage Tazika with all associated State clearly Piping and hardware. Install containment sups at the taxzks purpose for and dispensers. which permit is granted Restrictions: e at 590 Iyannough Road -CA Avcs� (Give location by street and no,or describe in ach manner as to provide adequate eatification to 1011 on Fee Paid$ This permit will expire 2016 Far (THIS PERWT MUST BE CONSPICUOUSLY P ��CDIES) • 9h5anieg_h School -7oo7l5 R-1da E axQ, sSc nsaHy , M Ozaol P r . Fax 5C8•-778-6448 A wo Fax pho iT g - p•ageS: ❑urgqm# c w Q please comment ❑ please Reply DPW Recyde . •+Carnrnen£st . i Make application to local Fire Department Fire Department retains original application and issues duplicate as permit kv- APPLICATION and PERMIT Fee: For storage tank removal and transportation to approved tank disposal yard in accordance with the provisions of M.G.L.Chapter 148, Section 38A, 527 CMR 9.00, application is hereby made by: • Tank Owner Name(please print) .la Imad. x • signit ra TY applying for pe/mit) Address 32t3 West Main Street Barnstable MA 02601 � to rp Company Name LeMountain Bros.,Inc. or individual DES Associates Inc n Co. nn Address 37 Federal Hill Rd.Oxford MA.01540 Address 62 Derby Street Hingham MA 02043 Print Print ignature ' forth 'ernvt) Signature(>f applying for permit) 0 IFQ Certified Otter ❑IFCI Certified ❑ISP# 9180 Other Tank Location 590 lyahnough Hingham MA StreetAddreas City Tank Capacity(gallons) 12,000 Gallons Substance Last Stored Gasoline Tank Dimensions(diameter x length) 90'x 32' Remarks: Disposal • Firm transporting waste /� State Lie.# � Harzarddus waste manifest# - F.P.A.# e_ 3e9a,590 ZqY Approved tank disposal yard Ailed Recycfing Center Tank yard# 0015 Type of inert gas CO 2 Tank yard address 1901 Main Street Wal oie MA 02081 , . • - City or Town FDID# � Date of issue date of expiration Dig safe approval number. 0/4?o4 8O Dig Safe Toll Free Tel.Number-800-322.4844 Signature/Title of Officer granting permft After removal(s)send Form FP-29OR signed by Local Fire Dept.to UST Regulatory Compilance Unit, One Ashburton Place, Room 1310,Boston,MA 02108-161a A.PPLICATICN MUST BE FILED AT LEAST F13-292(revised 4197) 24 HOURS PRIOR TO TANK REMOVAL MULTIPLE TANKS ON OTH�.R SIDE CONTRACTOR MUST CALL DAY OF REMOVAL WITH APPROXIMATE TIME MUST CALL PRIOR TO 0930 HOURS (617) 343-3446 i Make application to local Fire Department Fire Department retains original application and issues duplicate as permit KV VOWN APPLICATION and PERMIT 1-�: For storage tank removal and transportation to approved tank disposal yard in accordance with the provisions of M.G.L. Chapter 148, Section 38A, 527 CMR 9,00, application is hereby made by: i Tank Owner Name(please print) Jay Imad X signature(f applying for permit) Address 326 West Main Street Barnstable MA 02601 Street CRY state zip Company Name LaMountain Bros., Inc. Co.cr individual PES Associates Inc R prm Address 37 Federal Hill Rd.Oxford MA.01540 Address 62 Derby Street Hingham MA 02043 print Print Signature if in for the it) Signature(if applying for permit) Q IFCI Certified Other ❑IFCI Certified 2 LSP# 9180 Other Tank Location 590 lyann6ugh Hingham MA Street Address City - Tank Capacity(gallons) 12,000 Gallons Substance Last Stored Gasoline Tank Dimensions(diameter x length) 96"x 32' Remarks: Firm transporting waste r (`Ppyt State Lic.# Harzardous waste manifest# E.P:A.# Approved tank disposal yard Allied Recycling Center Tank yard# 0015 Type of inert gas CO 2 Tank yard address 1901 Main Street Walpole NIA 02081 City or Tavtn FDID# / � t 6111 Date of Issue Date of expiration 9' Dig safe approval number:,20/fp Dig Safe Tall Free Tel:Number-800-322-4844 Signature/Title of Officer granting permit After removals)send Form FP-29OR signed by Loral Fire Dept.to UST Regulatory Compliance Unit, One Ashburton Place, Room 1310. Boston, MA 02108-1618 F,QPZZCATION MUST BE FILED AT LEAST FP-292(mvised 4197) 24 HOURS PRIOR TO TANK REMOVAL MULTIPLE TANKS ON OTHER SIDE CONTRACTOR MUST CALL DAY OF REMOVAL WITH APPROxIMA!rE TIME MUST CP.LL PRIOR TO 0930 HOURS (617) 343-3446 IMakeapplication to local Fire Department Fire Department retains original application and issues duplicate as permit APPLICATION and PERMIT Fee: For storage tank removal and transportation to approved tank disposal yard in accordance with the provisions of M.G.L. Chapter 148, Section 36A,527 CMR 9.00,application is hereby made by: 7AAd7dreas326 e(please print) Jay Imad X Signature(f applying for permit) West Main Street Barnstable MA 02601 5ftet City e ZIP 7CompanyName LaMountain Bros., Inc. Co.or individual PES Associates Inc ntPfint Address 37 Federal Hill Rd.Oxford MA.01540 Address 62 Derby Sheet Hingham MA 02043 print print <—`51g i ing for ermit) Signature(f applying for permit) f IFCI Certified Other ❑IFCI Certified ❑LSP# 9180 Other Tank Location 590 lydnnough Hingham MA StmetAddress — City Tank Capaerty(gallons) 12,000 Gallons Substance Last Stored Caeeliwwe i� Tank Dimensions(diameter x length) 98"x 32' Remarks: Firm transporting waste _State Lic.# Harzardous waste manifest# E,PA.# ..XAC 3 zi L Z— Approved tank disposal yard Allied Recycling Center Tank yard# 0015 Type of inert gas CO 2 Tank yard address 1901 Main Street Walpole MA 02081 . . . . . . 16167 City or Town FDID# ^ Date of Issue ��/� Date of expiration I Dig safe approval number: 9f/te qqy CdZ Dig Safe Toll Free Tel.Number-800-322-4844 Signature/Title of Officer granting permit After removal(s)send Form FP-29OR signed by Local Fire Dept.to UST Regulatory Compliance Unit,One Ashburton Place, Room 1310,Boston,MA 02108-1618. APPLICATION DUST BE FILED AT LEA,SP FP-292(revised 4/97) 24 HOURS PRIOR TO TANK REMOVAL DELTIPLE TANKS ON OTHER SIDE CONTRP-CTOR MUST CALL DAY OF REMOVAL W`_TR APPROXIMATE TIME MUST CALL PRIOR TO 0930 HOURS (617) 343,3446 Make application to local Fire Department Fire Department retains orbglnal application and Issues duplicate as permit ffA APPLICATION and PERMIT Fee: ��� For storage tank removal and transportation to approved tank disposal yard in accordance with the provisions of M.G-L. Chapter 148, Section 38A, 527 CMR 9.00,application is hereby made by: e Tank Owner Name(please print) Jay Imad X Signature(Y applying for permit} Address 326 West Main Street samstable MA 02601 street Q4Y zfP Company Name LaMounta Bros.,Inc. Co. or individual PES Associates Inc Print Address 37 Federal Hill Rd.Oxford MA.01540 Address 62 Derby Street Hingham MA 020C Print Prinr Signature vina for the erma Signature(if applying for permit) ❑IFCI Certified Other ❑IFCI Cer fled r❑LSP# 9180 Other 'Tank Location 5941yannough Hingham MA ---- Street Address City Tank Capacity(gallons) 275 Gallons Substance Last Stored Waste Oil Tank Dimensions(diameter x length) 44 1/4"x 27"x 6Q" Remarks: rHar7ardousowaste irm transp7matnifffestl# �' (f' /1•� L State Lim# � E.P.A.# �90G5 Approved tank disposal yard Allied Recycling Center Tank yard# 0016 Type of Inert gas CO 2 Tank yard address 1901 Main Street Walpole MA 02081 City or Town r%S FOID Date of issue ��c �� Date of expiration (11 Dig safe approval numbsr,��,5ti Fpig Safe Toll Free Tel.Number-800-322-4844 Signature/Title of Officer granting permit After removal(s)send Form FP-29OR signed by Local Fire Dept.to UST Regulatory Compliance Unit,One Ashburton Place, Room 1310,Boston, MA 02108-1618 j APPI+ICATION BUST BE k'ILED AT LEAST FP-292(revlsed 4/97) 24 HOURS PRIOR TO TANK REMOVAL MULTIPLE TANKS ON OTHER SIDE CONTRACTOR MUST CALL DAY OF REMOVAL WITH APPROXIMATE TIME MUST CALL PRIOR TO 0930 HOURS (617) 343-3446 n i � • 6t' Sf r^ S Asso C Ees Environmental Engineering Services 7Q v .March 23,2016' � z Thomas K.Lynch, .Town.Manager Town Manager's Office. 367Main Street Hyannis,MA. 02601 RE: Release Notification Sav-on Gas Station/George's Garage 5901yannough Road(Route 132) Hyannis,:Massachusetts 0260.1 Former RTN 4-793 Dear Mr.Lynch: Please find enclosed a copy of a BWSC103 Release Notification Form submitted on behalf of Jay Imad Enterprises Iyannough Road, LLC for the above-referenced property. This 120-day Release Notification occurred on March 18, 2016 in response to the detection of petroleum hydrocarbon concentrations in groundwater at the property in excess of Reportable Concentrations. In accordance with 310 CMR 40.1303(3), local officials have the right to request additional Public Involvement Activities under 310 CMR 40,1403(9),and upon Tier Classification under 310 CMR 40.1404. You will receive further notifications of the progress of the response to this release.lf you.have questions about this matter, please contact me at (401) 301-7198, dlanier o,pesassociatesine.com, or the address below. Sincerely, PE.5 Associates,.Inc. t Daniel Lanier,CHMM,LSP Director of Site Assessment and Compliance Attachments c: Hyannis Health Division Jay Imad Enterprises Iyannough Road,LLC • 62 DERBY STREET, Suite 10 - HINGHAM,MA 02043 • • NATIONWIDE 888-660-9975- Massachusetts Department of Environmental Protection BWSC103-120 DAY L Bureau of Waste Site Cleanup Release Tracking Number RELEASE NOTIFICATION FORM assigned upon receipt and 'Pursuant to 310 CMR 40.0371(Subpart C) review by the Department A.RELEASE OR THREAT OF RELEASE LOCATION: 1.Release Name/Location Aid: SAV-ON GAS STATION/GEORGE'S GARAGE 2.Street Address: 590 IYANNOUGH ROAD(ROUTE 132) 3.City/Town: HYANNIS 4.ZIP Code: 026010000 5.Coordinates: a.Latitude:N 41.66649 b.Longitude:W 70.28950 B.THIS FORM IS BEING USED TO: r -1.Submit a Release Notification for a 120 day reporting requirement (All sections of this transmittal form must be filled out) C.INFORMATION DESCRIBING THE RELEASE: 1.Date and time you obtained knowledge of the Release: 3/2/2016 Time 10:00 F AM E.PM _..__._...._............____........_, .............. _.....-....._.......a mm/dd/yyyy hh:mm 2.Date and time release occurred,if known: Time: r AM r PM mm/dd/yyyy hh:mm 3.120 DAY REPORTING CONDITIONS Check all Notification Thresholds that apply to the Release: (for more information see 310 CMR 40.0315) r a.Release of Hazardous Material(s)to Soil or Groundwater Exceeding Reportable Concentration(s) b.Release of Oil to Soil Exceeding Reportable Concentration(s)and Affecting More than 2 Cubic Yards r c.Release of Oil to Groundwater Exceeding Reportable Concentration(s) r d.Subsurface Non-Aqueous Phase Liquid(NAPL)Equal to or Greater than 1/8 Inch(.01 feet)and Less than 1/2 Inch(.04 feet) Revised: 10/11/2013 Page 1 of 3 Massachusetts Department of Environmental Protection 13WSC103-120 DAY Bureau of Waste Site Cleanup Release Tracking Number RELEASE NOTIFICATION FORM t assigned upon receipt and Pursuant to 310 CMR 40.0371,(Subpart C) review by the Department C.INFORMATION DESCRIBING THE RELEASE(cont.) 4.List below the Oils(0)or Hazardous Materials(HM)that exceed their Reportable Concentration(RC)or Reportable Quantity(RQ)by the greatest amount. r Check here if an amount or concentration is unknown or less than detectable. O or HM Released CAS Number, O or HM Amount or Units RCs Exceeded,if Applicable if known Concentration (RCS-1,RCS-2,RCGW-1, RCGW-2) C5-C8 ALIPHATIC HYDROCARBONS O 1100 UG/L RCGW-1 C9-C10 AROMATIC HYDROCARBONS 0 720 UG/L RCGW-1 C1 1-C22 AROMATIC HYDROCARBONS 0 320 UG/L RCGW-1 r Check here if a list of additional Oil and Hazardous Materials subject to reporting,or any other documentation relating to this notification is attached. D.PERSON REQUIRED TO NOTIFY: 1.Name of Organization: JAY IMAD ENTERPRISES IYANNOUGH ROAD,LLC 2.Contact First Name: JAY 3.Last Name: [MAD 4.Street: 116 MACOMBER ROAD 5.Title: MANAGER 6.City/Town: YARMOUTHPORT 7.State: MA 8.ZIP Code: 026750000 9.Telephone: 508-726-2700 10.Ext.: 11.Email: 12.Check here if attaching names and addresses of owners of properties affected by`he Release,other than an owner who is submitting this Release Notification(required). E.RELATIONSHIP OF PERSON TO RELEASE: r 1.RP or PRP r a.Owner r b.Operator r c.Generator F d.Transporter F.e.Other RP or PRP Specify: r 2.Fiduciary,Secured Lender or Municipality with Exempt Status(as defined by M.G.L:c.21 E,s.2) r°3.Agency or Public Utility on a Right of Way(as defined by M.G.L.c.21E,s.50)) r 4.Any Other Person Otherwise Required to Notify Specify Relationship: Revised: 10/11/2013 Page 2 of 3 i Massachusetts Department of Environmental Protection BWSC103-120 DAY Bureau of Waste Site Cleanup 71�- Release Tracking Number RELEASE NOTIFICATION FORM assigned upon receipt and Pursuant to 310 CMR 40.0371(Subpart C) review by the Department M F.CERTIFICATION OF PERSON REQUIRED TO NOTIFY: 1.I, DANIEL LANIER ,attest under the pains and penalties of perjury(i)that I have personally examined and am familiar with the information contained in this submittal,including any and all documents accompanying this transmittal form,(ii)that,based on my inquiry of those individuals immediately responsible for obtaining the information,the material information contained in this submittal is,to the best of my knowledge and belief,true,accurate and complete,and(iii)that I am fully authorized to make this attestation on behalf of the entity legally responsible for this submittal.I/the person or entity on whose behalf this submittal is made am/is aware that there are significant penalties,including,but not limited to,possible fines and imprisonment,for willfully submitting false, inaccurate,or incomplete information. 2.By: DANIEL LANIER 3.Title: MANAGER Signature 4.For: JAY IMAD ENTERPRISES IYANNOLIGH ROAD,LLC 5.Date: 3/18/2016 (Name of person or entity recorded in Section D) mm/dd/yyyy 6.Check here if the address of the person providing certification is different from address recorded in Section D. 7.Street: PES ASSOC.,INC. 62 DERBY ST 8.City/Town: HINGHAM 9.State: MA 10.ZIP Code: 020430000 11.Telephone: 888-660-9975 12.Ext.: 13.Email: dlanier@oesassociatesinc.com YOU ARE SUBJECT TO ANNUAL COMPLIANCE ASSURANCE FEES FOR EACH BILLABLE YEAR FOR TIER CLASSIFIED DISPOSAL SITES.YOU MUST LEGIBLY COMPLETE ALL RELEVANT SECTIONS OF THIS FORM OR DEP MAY RETURN THE DOCUMENT AS INCOMPLETE.IF YOU SUBMIT AN INCOMPLETE FORM, YOU MAY BE PENALIZED FOR MISSING A REQUIRED DEADLINE. Date Stamp(DEP USE ONLY:) Received by DEP on Revised: 10/11/2013 Page 3 of 3 ' 3 77 Mon y y } zh! s t-ArAgera 3 ftm yk ode y In c 0 a "M " 7 till rid A. 1Y s i Y £ s °max..4 � - .vtv errs a ,W, r r a raF fiz � k eda1 it,,Unjobf j NORTH Project#15-10128 Site Location Map Figure # PES Associates 590 Iyannough Rd. [62 Derby Street, Suite 10 Hyannis, MA 1 Hingham, Aq 02043 E I i t ,Y k k' M ES 3/MW w ES-1/MW x ES-2 ES-7/MW e d ES-6/MW LEGEND O Soil boring/monitoring well q I O Soil boring(geotech) NORTH Project#15-10128 Boring Locations Figure # 590 1 nn ya ough Rd. 2 62 Derby Street, Suite to Hyannis, MA Hingham, MA 02043 4 rr> 5 ,�, ES 3/MW � •• `� +lj'`� M. ES-1/MW .N x p � L ES 7M1W � , � a „ ES 6/MW r /�` / �✓ � �� � �N fi�ES 8/MW �� � LEGEND ES-10/MW , Q Soil boring/monitoring well O Soil boring(geotech) `' f ,•�,.,, Uzi NORTH Project#15-10128 Downgradient Boring Locations Figure # 590 I annou h Rd. y 9 3 62 Derby Street, Suite 70 Hyannis, MA Ninghom, MA 020143 ? ,a,�, •+t.' �. �'� .p s y ^5 x � .��r � �e sag , �� ,r ���i .P " 3. �f i F u Fk N a ;e E 'I z . �'� "k " �' � �� rasa �'� ��� f ,.� �`- � � � • �g-�.�,g - NORTH Project#15-10128 1987 Topographic Map Figure # 590 lyannough Rd. L62- Derby Street, Suite 10 Hyannis, MA 4 ghom, MA 02043 MassDEP Phase 1 Site Assessment Map http://maps.massgis.state.ma.us/images/dep/mep/mcp.htm NiassDEP Bureau of Waste Site Cleanup Phase 1 Site Assessment Map: 500 feet & 0.5 Mile Radii The information shown is the best available at the Site 111fOfm8tlOn: date of printing.However,it may be incomplete.The ■a SS DE'R responsible party and LSP are ultimately ii 590 IYANNOUGH ROAD HYANNIS,MA ���... responsible for ascertaining the true conditions surrounding the site.Metadata for data layers NA063 UiM Meters: shown on this map can be found at: OLpartmentof Erm anmental Protecuoo 4613524mN,392661 mE(Zone:19)April 22,2015 http7l/www.miss.clovimciis/. .,1 s &;} ;kl }1 Xij �'�� }Mtn. I I I N L; l►I }� t� �f= i Ia l�l }I l fi i Ulf goof II I ! !t � �, t ��. � t � .�.�� �. ':. � ^�.q�� 1 � 19 N fI ►Y- �t l#1 1.' '� t{ i- � ,� ��N � t } } t N B 1 POND r € o t a 6 y f 7t 9-4 iN r � TdQNR � �, t I ;"�' � a' y t � �, � �3 � � � � * # •'� E �' 9 � �� �itv� �'J � •+1\LJ�i'VtVt� t4 1 S A3h � gY, �.°� L � � I � � } 3: � � � S 9 t f t)[t';•FOAtD � � � � a � � r �, 11kqi j1 [ e y x° t tvacNur 9TO�Et° *[ a �_ � ecQwo�av / '�,d:•.__-d � (( � � ���� 2 � NSa�9a:r3 � ��` '� � �t � s t y t " ) �ISFj�f _m I RBYRIk g� 11 vs f 1./ } ad 4 r11 "y 1 ... Ta�tt �; 500 m I , ` . I ;: q 1 te0+lutil#yHttae1Ch' is 1000 R j t Roads:Limited Access,Divided,Other Hwy,Major Road,Minor Road,Track,Trail PWS Protection Areas:Zone II,IWPA,Zone A............®® Boundaries:Town,County,DEP Reqion;Train;Powerline;Pipeline;Aqueduct Hydrography:Open Water,PWS Reservoir,Tidal Flat.. 0 •— — — Wetlands:Freshwater,Saltwater,Cranberry Bo Basins:Major,PWS; Streams:Perennial,Intermittent,Man Made Shore,Dam FEMA 100yr Floodplain;Protected Open Space;ACEC .... Aquifers:Medium Yield,High Yield,EPA Sole Source... 0 Est.Rare Wetland Wildlife Hab;Vernal Pool:Cert.,Potential® J S►�J Non Potential Drinking Water Source Area:Medium,High(Yield).. Solid Waste Landfill;PWS:Com.GW,SW,Emerg.,Non-Com.® ©© 00 1 of 1 4/22/2015 9:09 PM 1 Table 2 Analytes Detected in Groundwater 590Iyannough Road Hyannis NIA ug(L Volatile Petroleum Hydrocarbons(VPM Estracatable Petroleum Hydrocarbons(EPH) Dissolved Metals S a � a Y a i 71 Sample ID n 'a. w W P. a: �. PES-1/MW 4/13/15 <100 <100 <100 <1.0 <5.0 Gi.O <100 <100 400 <.0 Q.0 <2.0 0.53 16 1.0 <1.0 PES-3/MW 4/13/15 <100 <100 <100 <1.0 <5.0 <3.0 <100 <100 <100 <.0 <.0 <.0 <0.40 <10 <1.0 <LO 4/13/15 180 <100 510 <1.0 <5.0 <3.0 120 <100 160 <.0 3.0 12 0.43 40.0 <1.0 4.5 PES-6/MW 4/27/2015 280 <100 410 <1.0 <5.0 <3.0 NS NS NS NS NS NS NS NS NS NS 6/8/2015 210 <100 520 <1.0 . 30 <3.0 NS NS NS NS NS NS NS NS NS NS 4/13/15 1100 <100 720 <1.0 <5.0 <3.0 200 <100 1 320 <.0 24 3 <0.40 26 <1.0 9.8 PES-7/MW 427/2015 1200 <100 490 <1.0 <5.0 <3.0 130 <100 190 <.0 18 <.0 NS NS NS NS 6/8/2015 860 <100 460 <1.0 11 <3.0 <100 130 220 <.0 14 2.7 NS NS NS NS PES.8/MW 6/8/2015 800 <500 3900 6.4 <5 17 230 <100 340 <.0 <.0 <.0 NS NS NS NS PES-9/MW 6/17/2015 <100 <100 <100 <1.0 1 <5.0 <3.0 <I00 <100 <100 <.0 <.0 <.0 NS NS NS NS PES-10/MW 6/17/2015 <100 <100 <100 <1.0 <5.0 <3.0 <100 <100 <100 <.0 <.0 <.0 NS NS NS NS RCGW-1 300 700 200 700 140 3,000 700 14,000 200 1 30 140 10 10 200 10 1 10 GW-1 300 700 1 200 700 140 10,000 700 14,000 200 30 140 10 10 2,000 100 15 GW-3 1 50,000 50,000 1 50,000 5.000 - 20,000 5,000 50,000 -50,000 5,000 40 20,000 20,000 900 50,000 300 1,000 Bold indicates concentration exceeds applicable RCGW-1 standard.All concentrations in ug/L:milligrams per kilogram(parts per million) NS indicates sample not analyzed for these compounds G32 indicates level is less than listed laboratory method detection level RI-Nutter Matthew H.,,Snell Direct Line:617-439-2617 Direct Fax:617-310-9617 E-mail:msnell@nutter.com NUTTER McCLENNEN & FISH LLP •ATTORNEYS AT LAW Seaport West•155 Seaport Boulevard•Boston,MA 02210-2604 www.nutter.com � f `P i Cl� r Jj4yy4014�j - Q�aF,► r The Town of Barnstable Office of Town manauer :- 9 MASS 367 Main Street,Hyannis MA 02601 �s m wwwJbwA.barnstable.ma.us :r. Office: 5.08-8624610 Thomas K.Lynch,Town Manager 1 Fax: 5,08-720-6226 Email: tom.lyncli(o)town.bamstable:ma.us TO Applicant for fl.aminable orEXplosiveMaterials Storage License FROM Richard V scat , Interim-Director of Regulatory Services SUBJECT; Pre=applieation:Procedure Prior to filing an application for a license to authorize the use.of'a specific parcel of land :for the storage .of flammables. or, ,explosives- .stored in a:building(s} :or .structure(s) applicants are required to review time proposal with officials of the Health Department,, Conservation Department and.Buildiq Department(Zoning), This review is to assist the p hlican.t in undexstanding any requirements of the Zoning, Health, or Conseiv.4611;Departments which may apply'to the proposed project% A few minutes spent early in the process in this area should prevent surprise or complications in the later stages of the process, � i The' applicant is'required to complete a Licensed Tfernlses.Zoning. Approval form and have the form reviewed and_signed..by an offcial:of'the::Building Department. The signed form is to be submitted with the application:submitted to tlae Town Manager's Office 4 Xn addition, the applicant is.requ'ired.to.have:this:,foxm signed by officials of the Health .Department and the Conservation Department and include this completed form with the application submitted to the Town Manager's Off ce; i The signatures of the Health Department..arrd Conservation Department officials on this form is not intended to.indicate:approYal or authorization,and is intended only to indicate that the applicant has discussed the project.with'officials of'the Health and Conservation. Department and been advised of req me t r spective departments. 1 Health Department Official Date: Conservation Department Official. Date: Completed application.for license attached? Yes Na Completed Licensed Premises Zoning.Approval Form attached? Yes No t Application Fee$100.00 paid? Yes No Jay Imad Enterprises Iyannough Road, LLC and BJs Name/Location of applicant: Wholesale Club, Inc. , 590 Iyannough Road, Hyannis, MA Q:*�1YPFiLES\L10ENSINGIFOR,MS\Flammable&Explosives StareagePre-applic.doc I i G p 40�IKE�° . TheTown of Barnstable Office of Town Manager BARNSTABLE, • ,._ 9 MASS. $ 367 Main Street;Hyannis MA 02601 i6 ¢, www.town;barnstable.ma.us. r Office: 5.08-8624610 Thomas K.Lynch,Town Manager I Fax: 508-790-6226 Email: tom.lNnchCtown.bam.stable:ma.us TO Applicant for flammable or_Expl Is ve Materials Storage License FROM Rickard WS61,Interim Director of Regulatory Services SUBJECT Pre-application.Procedure Prior to .filing an:application for a license to authorize the:use.of a specific parcel of land for the storage of flammables or explosives stored in a building(s) or structure(s) applicants are required. to review the proposal with officials of the Health .Department,, Conservation.Department and.Building Department(Zoning)., This review is to assist the applicant in understanding any requirements:of the Zoning; Health, or Conservation Departments which inay apply"to the proposed project. A few: minutes spent early iil theprocess iri tliis area should:prevent surprise or complications in the later stagers of the process. i The:applicant is:requii ed to complete a Licensed Premises Zoning. Approval form and have the form reviewed and.signed by an official ofthe Building Department. The signed form is.to be sub. rutted:with;the application:submitted to the:To vVri Manager.78 Office, Iri addition, the applicant is.required.to have this:form signed by officials of the Health Department and the Conservation Department and.include, this completed form with the application submitted to the Tow 1vlanager's Off ce. The signatures of:the Health Department..and :Conservation Department officials on this form is not intended to indicate approval or authorization,.and is intended only to indicate that the applicant has discussed the project with officials of the Health and Conservation Department and been advised of req me r spe.ctive departments. 4 Health Department Official 23 S Conservation Department Official Date: Completed application.for license attached? Yes No Completed Licensed Premises Zoning.Approval Form attached? Yes No Application Fee$100.00 paid? Yes No Name/Location of applicant: Jay Imad Enter-prises Iyannough Road, LLC and BJs Wholesale Club, Inc. , 590 Iyannough Road, Hyannis, MA ^ Q:\lNTFILES\LICENSNGTORMSIF'lanimabie&Explosives StareageAre-applic.doe Page 1 of 1 Lavelle, Timothy From: Matt Brook [mbrook@bohlereng.com] Sent: Tuesday, November 10, 2015 12:48 PM To: Lavelle, Timothy Subject: BJ's Gas Station -USTs and Groundwater Hi Tim, Just following up on our earlier phone call regarding the separation between tanks and groundwater. The bottom of the tanks is between 145-15.5', whereas high groundwater is down around 25'. We will comply with the separation distance without issue. Is this sufficient to sign off on the building permit application? Thanks again for your help, Matt Matt Brook E 352 Turnpike Road I Southborough, MA 01772 P : 508-480-99001 mbrook@bohlereng.com Serving the East Coast Visit our new websitel Confidentiality Note:This e-mail,and any attachment to it contains confidential information intended only for the use of the designated recipients, which information may also be privileged.If the reader of this e-mail is not the intended recipient, the document has been received in error and any use,review,dissemination,distribution,disclosure or copying of this message is strictly prohibited.If you have received this e-mail in error,please notify the sender via reply,e-mail and immediately delete this e-mail from your system. i 11/12/2015 4 ! :. u er Michael E.Scott ua Direct Line: (617)439-2811 Fax: (617)310-9811 Cal 1w� E-mail: mscott@nutter.com October 20, 2015 115440-1 CA By Hand Town of Barnstable Licensing Division Attn: Maggie Flynn 200 Main Street Hyannis, MA 02601 Re: Application for Flammable Storage License Atlantic Development— 590 Iyannough Road, Hyannis Dear Ms. Flynn: As discussed, the attached contains the application materials to amend the existing Flammable Storage License pursuant to M.G.L. c. 148, § 13 for the property at 590 lyannough Road in Hyannis. As you may be aware, the existing retail fueling service station at the property operated as Save-On Gas is being converted into a BJs Wholesale Club service station. Pursuant to our discussions with Deputy Chief Dean Melanson of the Hyannis Fire Department, as the property owner, Jay Imad Enterprises Iyannough Road, LLC, is remaining the same, and only the volume of the tanks to be installed at the property is changing, an amendment of the existing license is required. Please find attached the following materials for,your review and issuance of a Flammable Storage Permit for the above property: 1. Pre-Application Form for Flammable Storage License executed by the Health Department and Conservation Department; 2. Licensed Premises Zoning Approval Form executed by the Building Commissioner's Office; 3. Application for Amendment of Flammable Storage License (FP002A); 4. Draft Amended License for Flammable Storage (FP002); 5. . A copy of the existing registration for the property; 6. A copy of the Standard Permit (FP006) issued by the Hyannis Fire Department; NUTTER McCLENNEN & FISH LLP ® ATTORNEYS AT LAW Seaport West• 155 Seaport Boulevard • Boston, Massachusetts 02210-2604 0 617-439-2000 @ Fax: 617-310-9000 www.nutter.com Town of Barnstable Licensing Division October 20, 2015 Page#2 7. Site Plans (one full size set and two I Ix17 sets); 8. Checks #55446 in the amount of$100.00 for the License Filing Fee and Check# 55447 for in the amount of$165.00 for a tanks ranging from 30,000 to 99,999 gallons; and 9. Certified Abutters List. We would request that you schedule a hearing as soon as practicable. I understand that will also arrange the legal notice and that we will be billed for the same. Copies of the legal notice will be provided to the attached abutters list following issuance of the legal notice. Thank you very much for all of your assistance. E Very truly yours, Michael E. Scott cc: Atlantic Development 2902708.1 1 Q�°Y, rowti� The Town of Barnstable Office of Town Manager BARNSTABLE. y MASS. 367 Main Street,Hyannis MA 02601 39. .m 0 �m www.town.barnstablea.us AlF ��p Office: 508-962-4610 Thomas K.Lynch,Town Manager Fax: 5.08-790-6226 Email-, tom.lyiichC&town:bamstable.ma.us TO Applicant for flammable or Explosive Materials Storage License FROM Richard V;'Scali, Interim Director.of Regulatory Services SUBJECT: Pre-application Procedure Prior to filing an application for a license to authorize the use of a specific parcel of land for the storage of flammables or explosives stored in a building(s) or structure(s) applicants are required to review the proposal with officials o.f the Health Department, Conservation Department and.Building Department(Zoning). This review is to, assist the: applicant in understanding any requirements of the Zoning, Health, or Conservation Departments which.Inay apply to:the proposed project. A few minutes spent early in the process in this area should'prevent surprise or complications in the later stages of the process. I The applicant is required to complete a Licensed Premises Zoning Approval form and have the form reviewed and signed by an official of the Building Department. Tlie signed l form is to be submitted.with the application submitted to the.Town Manager's Office. In addition, the applicant is,required to have.this.form signed by officials of the Health Department and the.Consenlation Department and include:this completed form with the application submitted to the Town Manager's Office. The signatures of the Health Departmentand Conservation Department officials on this form is not intended to indicate approval or authorization, and is intended only to indicate that the applicant has discussed the project with officials of the Health and Conservation Department and been advised of requirements of the respective departments. i I:Iealth Department Official Date: Conservation Department Official Date: s Completed application for license attached? Yes No Completed Licensed Premises'Zoning Approval Form attached? Yes No j .Application Fee$100.00 paid? Yes No NaTrletLOCat10n Of applicant: Jay Imad Enterprises es Iyannough Road, LLC and BJs Wholesale Club, Inc. , 590 Iyannough Road, Hyannis, MAy Q:iW}'[7LG5`•LICENSiNCiU=0RMSTIamnahle R Explosives Store:q&re-applie.doc I 2 f Town of Barnstable a*rM r � Regulatory Services Richard V.Scab,Interim Director SARNSTAUM MASS. Licensing Authority aT�p 39.° 200 Main Street Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4674 Fax: 508-778-2412 Licensed Premises Zoning Approval To All Applicants: Zoning approval MUST be obtained BEFORE an application can be accepted by this office. Fully dimensional floor plans, with egresses, fixtures and furniture marked, must be submitted to the Building Commissioner's Office, along with a fully dimensional parking plan, prior to, or along with, this document. Plans must be initialed by the Building Department and submitted along with this form, completed and signed by the Building Commissioner or his representative, with a completed Licensing Application. No applications for a license or hearings on a license application will be accepted or scheduled until the above requirements are met. To Be Filled Out By Applicant: Uses/License Applied For Flammable Storage License Location 590 Iyannough Road Business Name Proposed Retail Fueling Facility - BJs Wholesale Club Gas Business Owner BJs Wholesale Club, Inc. Address c/o Atlantic Development, 62 Derby St. , Hingham, NIA Telephone: 781-741-5151 Property Owner Jay Imad Enterprises Iyannough Road, LLC Town of Barnstable Map(s)and Parcel(s)No(s) Hyannis Map 311, Parcei List All Uses Of: Basement (Area) First FIr. Retail Fueling Facilit6Area) Second (Area) Third _(Area) Fourth (Area) Roof (Area) Decks, Patios, etc. (Area) '.. Date Signature of Applicant - .................w.....................------........................L"---...... "E'.""..............................-----...... ......------------................. To be completed by Building Commissioner's Office: Zoning District: Is Site Plan Review Necessary?................YES NO Are the above uses permitted? YES NO Legal Nonconforming Use YES NO Variance Granted YES NO Special Permit Granted YES. NO Total number of occupants permitted Total number of parking spaces exclusively dedicated to the proposed business use and available at all times when business is to be operated Signature of Building Official Date Q:\WPFILES\LICENSING\I-ORMS\ZONINGAPPItVLFOItM.DOC s 3 _ .- f GIS Coordinates W , /�ouy�a a/ Barnstable 41"39' 58" N W LAT. 0 Application For License 70* 17 24°w LON FP-002A Massachusetts General Law, Chapter 148 §13 License Number (Rev.1.1.2015) ❑ New License ® Amended License Application is hereby made in accordance with the provisions of Chapter 148 of the General Laws of Massachusetts for a license to store flammables,combustibles or explosives on land in buildings or structures herein described. Location of Land: 590 lyannough Road, Hyannis Map 311, Parcel 017 Number,Street and Assessor's Map and Parcel ID Attach a plot plan of the property indicating the location of property lines and all buildings or structures. Owner of Land: Jay lmad Enterprises lyannough Road, LLC Address of Land Owner: 590 lyannough Road,Hyannis, MA 02061 Use and Occupancy of Buildings and Structures: Self-serve fueling facility if this is an application for amendment of an existing license,indicate date of original license and any subsequent amendments Attach a copy of the current license Flammable and Combustible Liquids,Flammable Gases and Solids Complete this section for the storage offlammable and combustible liquids, solids, and gases;see 527 CMR 1.00 Table 1.12.8.50; Attach additional pages if needed. All tanks and containers are considered full for the purposes of licensing and permitting. PRODUCT NAME CLASS MAXIMUM UNITS CONTAINER QUANTITY gal.,Ibs, UST,AST,IBC, cubic feet drums Gasoline 1 20,000 gal. UST Gasoline I 20,000 gal. UST Gasoline 1 12,000 gal. UST Diesel 11 12,000 gal. UST Total quantity of all flammable liquids to be stored: 52,000 gal. Total quantity of all combustible liquids to be stored: 12,000 gal. Total quantity of all flammable gases to be stored: N/A Total quantity of all flammable solids to be stored: N/A LP-gas (Complete this section for the storage of LP-gas or propane) Indicate the maximum quantity of LP-gas to be stored and the sizes and capacities of all storage containers. (See 527 CMR 1.00 Table 1.12.8.50) ••• Maximum quantity(in gallons)of LP-gas to be stored in aboveground containers: N/A • List sizes and capacities of all aboveground containers used for storage: ❖ Maximum quantity(in gallons)of LP-gas to be stored in underground containers: N/A List sizes and capacities of all underground containers used for storage: Total aggregate quantity of all LP-gas to be stored: Fireworks(Complete this section for the storage offireworks) Indicate classes of fireworks to be stored and maximum quantity of each class. (See 527 CMR 1.00 Table 1.12.8.50) ❖ Maximum amount(in pounds)of Class 1.3G: N/A Type/class of magazine used for storage: ❖ Maximum amount(in pounds)of Class 1.4G: N/A Type/class of magazine used for storage: ❖ Maximum amount(in pounds)of Class 1.4: N/A Type/class of magazine used for storage: Total aggregate quantity of all classes of fireworks to be stored: Explosives (Complete this section for the storage of explosives) Indicate classes of explosive to be stored and maximum quantity of each class. (See 527 CMR 1.00 Table 1.12.8.50) ❖ Maximum amount(in pounds)of Class 1.1: N/A Number of magazines used for storage: ❖ Maximum amount(in pounds)of Class 1.2: N/A Number of magazines used for storage: ❖ Maximum amount(in pounds)of Class 1.3: N/A Number of magazines used for storage: ❖ Maximum amount(in pounds)of Class 1.4: N/A Number of magazines used for storage: ❖ Maximum amount(in pounds)of Class 1.5: N/A Number of magazines used for storage: ❖ Maximum amount(in pounds)of Class 1.6: NIA Number of magazines used for storage: hereby attest that I am authorized to make this application. I acknowledge that the information contained herein is accurate and complete to the best of my knowledge and belief. I acknowledge that all materials stored pursuant to any license granted hereunder must be stored or kept in accordance with all applicable laws,codes,rules and regulations,including but not limited to Massachusetts Chapter 148,and the Massachusetts Fire Code(527 CMR 1.00).I further acknowledge that the storage of any material specified in any license granted hereunder may not exceed the maximum quantity specified by the license. Signature Date Name Fire Department Use Only Head of the Fire Department endorse this application with my ❑ Approval ❑Disapproval Sigmbue of Head of the Fire Department Date Recommendations: FP-002A(Rev. 1.1.2015) Page 2 r 4 . � :� ��� fammoluoeaA o&Awadaue& G1S Coordinates y (Q �C�O1U4G o/ Barnstable LAT. a License LONG. Massachusetts General Law, Chapter 148 §13 FP-002 License Number (Rev. 1.1.201.5) ❑ New License Amended License After notice and hearing,and in accordance with Chapter 148 of the Mass. General Laws, a license is hereby granted to use the land herein described for the purposes described. Location of Land: 590 Iyannough Road,Hyannis Map 311,Parcel 017 Number,Street and Assessor's Map and Parcel 1D Owner of Land: Jay Imad Enterprises lyannough Road,LLC Address of Land Owner: 590 Iyannough Road,Hyannis,MA 02061 Flammable and Combustible Liquids,Flammable Gases and Solids Complete this section for the storage of flammable and combustible liquids, solids, and gases.All tanks and containers are considered full for the purposes of licensing and permitting. (Attach additional pages if necessary.) PRODUCT NAME CLASS MAXIMUM UNITS CONTAINER QUANTITY gal.,lbs, UST,AST,IBC, cubic feet drums Gasoline IA 20,000 GAL. UST Gasoline IA 20,000 GAL. UST Gasoline IA 12,000 GAL. UST Diesel II 12,000 GAL. UST LP-gas (Complete this section for the storage of LP-gas or propane) ❖ Maximum quantity(in gallons)of LP-gas to be stored in aboveground containers: N/A List sizes and capacities of all aboveground containers used for storage o Maximum quantity(in gallons)of LP-gas to be stored in underground containers: N/A List sizes and capacities of all underground containers used for storage Total aggregate quantity of all LP-gas to be stored: Fireworks (Complete this.section for the storage offireworks) Maximum amount(in pounds)of Class 1.3G: N/A Maximum amount(in pounds)of Class 1.4G: N/A Maximum amount(in pounds)of Class 1.4: N/A Total aggregate quantity of all classes of fireworks to be stored: N/A THIS LICENSE OR A CERTIFIED COPY THEREOF MUST BE CONSPICIOUSLY POSTED ON THE LAND FOR WHICH 1T IS GRANTED. Explosives (Complete this section for the storage of explosives) Maximum amount(in pounds)of Class 1.1: Number of magazines used for storage: : Maximum amount(in pounds)of Class 1.2: Number of magazines used for storage: Maximum amount(in pounds)of Class 1.3: Number of magazines used for storage: : Maximum amount(in pounds)of Class 1.4: Number of magazines used for storage: Maximum amount(in pounds)of Class 1.5: Number of magazines used for storage: .• Maximum amount(in pounds)of Class 1.6: Number of magazines used for storage: Licensinjj Authority Use: This license is granted upon the condition that the licensed activity will comply with all applicable laws, codes, rules and regulations, including but not limited to Massachusetts General Law, Chapter 148, and the Massachusetts Fire Code(527 CMR 1.00) as amended. The license holder may not store materials in an amount exceeding the capacities herein specified unless and until any amended license has been granted. ADDITIONAL RESTRICTIONS: Signature of Licensing Authority Title Date THIS LICENSE OR A CERTIFIED COPY THEREOF MUST BE CONSPICIOUSLY POSTED ON THE LAND FOR WHICH 1T IS GRANTED. 1=P-002 (Rev. 1.1.201 5) Page 2 5 i s I Commonwealth of Massachusetts k Town of Barnstable 367 Main Street j i Hyannis, Massachusetts 02601 CERTIFICATE OF REGISTRATION Date: 4/1/2015 Fee: $225.00 In accordance with the provisions of Chapter 148, Section 13, of the Massachusetts General Laws, the undersigned hereby certifies that SAV-ON GAS INC ROUTE 132, Address 326-WEST M-L IN_ .. .. STREET, HYANNIS, is the holder of a license granted on , Book , Page for the lawful use of the building(s) or other structure(s) situated I or to be situated at 590 IYANOUGH RD, RTE 132 HYANNIS. Parcel # 311017 Underground Y, Above-ground Tag # Total capacity, and e of fuel in Gallons type > 890 12000 GAS 891 12000 GAS 892 12000 GAS 0 550 WO 500 FO BELOW FOR OFFICE USE BELOW FOR OWNER'S USE (Received by) (Your Signature) (Official Title) (Owner, Occupant, Holder) Date a U 6 (o West-, a �4'om~'l i address) e NOTE: This Certificate of Registration must be signed by the holder of the license if said license was granted prior to July 1, 1936, otherwise by the owner or occupant of the land licensed. 1 V 6,r FP-006 omm (Rev. 1.1.2015, PERMIT City or Town: DIG SAFE NUMBER Date: Start Date: Permit Number(if applicable): In accordance with the provisions of M.G.L.Chapter 148,as provided in this permit is granted toIMC18 Wb ` Z (Full Name of P i or Corporation) for Restrictions: RA-2 at 6Sr-:)Tdsj`LA w*jn5KQ%j NMd1AtA y(street and#or Describe Location for Adequate Identification) Fee Paid$ This pe will expire on Signature of Official Granting Permi;i Title TN This permit must be conspicuously posted upon the premises b 7 l 8 Town of Barnstable Vendor ID: 001976 Check#:55447 Invoice Num Invoice Date Invoice Amount Amount Paid Discount Taken Payment Amt 10/13/2015-2 10/13/2015 $165.00 $165.00 $0.00 $165.00 Disb Date Client Matter Disb Description Amount 10/13/2015 0115440 00001 FILFEE Filing Fee $165.00 f Totals: $165.00 $165.00 $0.00 $165.00 I ' Town of Barnstable Vendor ID: 001976 Check#:55446 Invoice Num Invoice Date Invoice Amount Amount Paid Discount Taken Payment Amt 10/13/2015 10/13/2015 $100.00 $100.00 $0.00 $100.00 Disb Date Client Matter Disb Description Amount 10/13/2015 0115440 00001 FILFEE Filing Fee $100.00 Totals: $100.00 $100.00 $0.00 $100.00 I 9 r 10/20/2015 AbutterReport Underground Storage License Abutter List for Map & Parcel(s): '311017' All owners of real estate abutting on said land or directly opposite said land on any public or private street. Total Count: 7 Close Map&.Parcel Ownerl & vvner2 Addressi Address 2 Mailing Csauntry Creed Citystatezip 311017 JAY IMAD ENTR C/O SAV-ON 326 WEST MAIN ST HYANNIS,MA C184956 IYANNOUGH RD LLC 02601 OPDYKE,E S 311018 III&TORRES, %]END LLC 37 HINCKLEY ROAD HYANNIS,MA C117717 DEVILLARIN 02601 r... r ��. :..__..-... .__. _ _ HYANNIS REALTY 311023001 ARGIROS,ALEXANDER VENTURES NOMINEE RE CHARLES RIVER p0 BOX 262 02062 D,MA A TR D1260437 TRUST REALTY 2062 311044 PADDOCK,WAYNE L 110 SAWMILL RD MARSTONS MILLS, C139915 MA 02648 311045001 PADDOCK,WAYNE L 110 SAWMILL RD —MARSTONS MILLS, C139915 MA 02648 311097 NEPFUND RED LLC ET %NEPFUND RED LLC ET C/O WALTER J PO BOX 28 NANTUCKET,MA 28441/164 AL AL GLOWACKI 02554 329003 BARNSTABLE,TOWN BARNSTABLE 480 BARNSTABLE RD HYANNIS, MA NONE OF(ARP) MUNICIPAL AIRPORT 2ND FL 02601 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters. If a certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 10/20/2015. http://maps.townofbarnstable.us/arcims/appgeoapp/AbutterReport.aspx?type=USL 1/1 ug►ok� Town of Barnstable Office:508-862-4644 Public Health Division Fax:508-790-6304 • BARMA% L .�• 200 Main Street• Hyannis, MA 02601 i6S9 TOXIC AND HAZARDOUS MATERIALS INSPECTION REPORT rED MPy Business Name: Slzv- Dµ- Date: Location/Mailing Address: 510 , Contact Name/Phone: G-�ea2C e ce �;o --7 -'r?S Ca Z Inventory Total Amount: �` w� MSDS: License#: ex Tier II : M o Labeling: 29K Spill Plan: t� Oil/WaterSeparator: � Floor Drains: rJ D Emergency Numbers: ( K Storage Area Z°.i 9a-d t I At l, � 2 -t�sawt 5 wX40 ,M otor o t I Emergency/Containment E ui ment: 5 sue' kc &A 4.,-- Waste Generator ID: Aheli i, 46,4z�l Waste Product: 0 Date&Amount of Last Shi ment/Fre uenc : Licensed Waste Hauler&Destination: Other Waste Disposal Methods: 01 -1"Z-aKg ' +o o �4 vt 1 +0 `e- a U P %c��tak�vw} �� C�Co� S A-<0-Ws LISI�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. 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) (ax Windshield wash 0o -Y 90 Motor oils n. I oo jQ9+t-1 ye 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 '60 110 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: f 2. ��c 1�►a �J Q Q0- ORDERS: 4-w.evJ f 4-<� V> M o INFORMATION/RECOMMENDATIONS: S vtfia� vt_- s-m- Inspector: Facility Representative: WHITE COPY- HEALTH DEPARTMENT/CANARY COPY-BUSINESS IKE*ok� Town of Barnstable Office:508-862-4644 Public Health Division Fax:508-790-6304 • BA MAW% LE.$ 200 Main Street•Hyannis, MA 02601 �ArFOfM�p,O TOXIC AND HAZARDOUS MATERIALS INSPECTION REPORT Business Name: aJ- C)V- S Date: 6 13 / I Location/Mailing Address: .SAD 4 v,no IQ.�e lQI-. IRL G ki Y,I S Contact Name/Phone: Inventory Total Amount: A13100 clell MSDS: 0 o License#: I O13 Tier II : Ma Labeling:Fyatte.of I A5-fgoe^611 A Spill Plan: t3o- o 14-+e.. Oil/WaterSeparator: NIA Floor Drains: o Emergency Numbers: y2S Storage Areas/Tanks: 11,co o w1 Q50 ,WJ -7 -,&e,I PCS"` M45 IM {,1 Emergency/Containment Equipment: g�dl �� Waste Generator ID: I Waste Product: Date&Amount of Last Shipment/Frequency: K)o n. 1)hA4 3?A 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. Antifreeze 414 b Dry cleaning fluids Automatic transmission fluid 3 Other cleaning solvents&spot removers 3 Engine and radiator flushes Bug and tar removers Hydraulic fluid (including brake fluid) Windshield wash S+ I 4'11 Vi Motor oils H J,1915*3,4,205 ok,�R5j' Miscellaneous Corrosives Gasoline,jet fuel, aviation gas Cesspool cleaners Diesel fuel, kerosene, #2 heating oil Disinfectants Miscellaneous petroleum products: I 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 Z Laundry soil&stain removers (including carbon tetrachloride) (including bleach) Any other products with "poison labels" (including chloroform,formaldehyde, ,,`` hydrochloric acid, other acids) VIOLATIONS: I o 14-\ALA ov- y3k5Ae- mi I +gv\y . s ,1 01ti.4. 1,5 tQ o M S'DS a,)w11 a e- ORDERS: JQa to,J-I-aK 40 X le as` INFORMATION/RECO M NDA IONS: )s .Q,l �S Aa-ZMk)r tM,4 to \0<- o 05 Ue,$ 54avA , t f Inspector: l c0 t'p�Vp I y�5 , Facility Representative: 'T WHITE COPY,-HEALTH DEPARTMENT/CANARY COPY-BUSINESS 7-71I-110 tVv' hW-, LabA- Wk4w•a� — �ollowa� iv, IL}10L J ' Massachusetts Department of Environmental Protection Bureau of Resource Protection Well Completion Reports 'Well Driller Please specify work performed: Address at well location: \ New Well —� Street Number: Street Name: 590 IYANNOUGH ROAD Please specify well type: Building Lot#: Assessor's Map#: Monitoring Assessor's Lot#: ZIP Code: Number Of Wells: City/Town: Well Location BARNSTABLE In public right-of-way: GPS (GPS for the deepest well) �' Yes No North: West: 41.66637 70.28926 Subdivision/Property/Description: Mailing Address: r click here if same as well location addres J Property Owner: Street Number: Street Name: 62 DERBY STREET Cityfrown: State: Engineering Firm: HINGHAM MASSACHUSETTS PES ASSOCIATES ZIP Code: 02043 Board of health permit obtained: C Yes 01 Not Required Permit Number: Date Issued: f i L _— Massachusetts Department of Environmental Protection Bureau of Resource Protection—Well Driller Program Well Completion Reports(Monitoring) Well Driller - Monitoring Form DRILLING METHOD Overburden jAuger Bedrock Choose Bedrock WELL LOG OVERBURDEN LJTHOLOGY From(ft) To(ft) Code Color Comment Drop in drill Extra fast or Loss or addit stem slow drill rate fluid 20 Fine To Coarse San Brown EYS r NC C Fast (: Slo r` Loss r 4ij 20 30 Fine To Coarse San Brown m.l: t YES r NO = r,Fast (7 Slow Loss C PERMIT INFORMATION DEP 21 E RTN# DEP Groundwater Discharge# ADDITIONAL WELL INFORMATION Developed r~'=s (-7 Are these wells nested? C Yes r. No Surface Seal Type Cement Area of group(sq.ft) 260 Total Well Depth 30 Depth to Bedrock CASING r_7:Is Casing above ground. From To Type Thickness Diameter 0 20 Polyvinyl Chloride ' Schedule 40 y.� SCREEN I r No Screerr From'5 To Type Slot Size Diameter 20 30 Slotted 0.010 WATER-BEARING ZONES From To Yield(gpm) 0 ANNULAR SEAL I FILTER PACK From To Material V5 Weight Material 2 Weight Water(gal) Batches Method Of Place 1� Cement/Bentonite Grout --Choose Material--- _� �J Gravity u 16 Native Material j --Choose Material-1. .- =� Gravity - Massachusetts Department of Environmental Protection -- Bureau of Resource Protection—Well Driller Program Well Completion Reports(Monitoring) 16 18 Bentoni[e Chi s/Pellets �i --Choose Material--- �i 0 Grave _.._ .. '-r ___.._._.. . 18 30 Sand —Choose Material-- I'll Gravity WATER LEVEL Date Measured Static Depth BGS(ft) Flowing Rate(gpm) 04/07/2015 25 u I COMMENTS WELL DRILLERS STATEMENT This well was drilled or altered under my direct supervision,according to the applicable rules and regulations,and this report is complete and accurate to the best of my knowledge. Monitoring[M] Supervising Driller Signature BONETTI, Driller GEORGE GUINTO Registration# 681 M MARILOU, SOIL EXPLORATION Firm CORPORATION Rig Permit# 442 Date Job Complete 04/08/2015 NOTE:Well Completion Reports must be filed by the registered well driller within 30 days of well completion. i Massachusetts Department of Environmental Protection Bureau of Resource Protection—Well Driller Program Well Completion Reports(Addendum) �s Well Driller - Addendum Form WELL COMPLETION ADDENDUM FORM MONITORING WELLS Well ID Well Depth Screen Interval FROM Screen Interval TO GPS Coordinates(WGS 1984)Degree Decimals 2 30 North: 41.66649 West: 70.28958 20 30 North: 41.666 44 West: 70.28944 9`' 30____.---- 20 ----- 30 --— North: 41.66629 -- West: 70.28934 0 0 j 0 0 ! North: 00.00000 West: 00.00000 j NOTE:Well Completion Reports must be filed by the registered well driller within 30 days of well completion. Date: 8120 1 13 TOWN OF BARNSTABLE ,-,-.,S TOXIC AND HAZARDOUS MATERIALS REGM4KTM FORM NAME OF BUSINESS: 60's BUSINESS LOCATION: YjAylh in INVENTORY MAILING ADDRESS: Saves® TOTAL AMOUNT: TELEPHONE NUMBER: F06-726-77SS Gel) �36 aall„Ks CONTACT PERSON: EMERGENCY CONTACT TELEPHONE NUMBER: MSDS N SITE? TYPE OF BUSINESS: a +o &t g ,A-e,v\AyLe-.P— /9a5 5-�a�-� �►ti o *` INFORMATION 1 RECOMMENDATIONS: '�,N�s�ob�a�w�h1�,�,��,,�,,k�n�,a\s Fire District: �ecM�kz� ("wS� WIbJ2 �oofl/C�o,��S�W�r�S1�� 9 }�,snaserX y� A` V%TV1 S 3� J e�o w�v�, Y�'`5�JJ SA 1 \v� �/1 0 � 4 45( 2/0 /�- 3P C,o Y110.WW Dlav-t`CeCn ©%A S L)46�e-A15405k\ox s Na_ �c®r <�(etlsE S ycs. Waste Transportation: Last shipment of hazardous waste: Name of Hauler: Yam"vti W " "� �� Destination: Waste Product: Licensed? Yes No NOTE: Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous material use, storage and disposal of 111 gallons or more a month requires a license from the Public Health Division. LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health and the Public Health Division have determined that the following products exhibit toxic or hazardous characteristics and must be registered regardless of volume. Observed / Maximum Observed / Maximum 3 Antifreeze Gasoline or coolant systems) Miscellaneous Corrosive LNEW ❑ USED Cesspool cleaners 3 Automatic transmission fluid-2r�_ Disinfectants Engine and radiator flushes Road salts (Halite) Hydraulic fluid (including brake fluid) Refrigerants Motor Oils' Pesticides a NEW '`5 ❑ USED 1%xa\ 'S'� � (insecticides, herbicides, rodenticides) Gasoline, Jet fuel,Aviation gal Photochemicals (Fixers) Diesel Fuel, kerosene,#2 heating oil ❑ NEW ❑ USED Miscellaneous petroleum products: grease, Photochemicals (Developer) lubricants, gear oil 1-k ❑ 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 t kt 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) Miscellaneous. Flammables Other products not listed which you feel Floor&furniture strippers may be toxic or hazardous(please list): Metal polishes Laundry soil &stain removers j (including bleach) Spot removers&cleaning fluids (dry cleaners) Other cleaning solvents Bug and tar removers I Windshield wash I�XA WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS Applicant's Si gna re Staffs Initials Ls 04/12/2012 15:41 5087786448 HYANNIS FIRE PAGE 05 Make application to local Fire Department Fire Department retains original application and issues duplicate as Permit. * �a o �'rie rrxvice�—,~�i ooCr APPLICATION and PERMIT Fee: �.S-05 r� for storage tank removal and transportation to approved tank disposal yard in accordance with the provisions UVI of M.G.L. Chapter 148, Section 38A,527 CMR 9.00, application is hereby made by; Tank Owner Name(please print) AV ,� .� X Q peen Address Q.. iQr'! *j *a (�] -� �-�Y 6�"��� skeet CRy — Srate Zip Company Name + c " Po_or Indvidual aft Address =&-r b ;AddraGs Signature applying qr pe it) Signature(if applying far permit) CI•Certified Other_._ a IFC!*Certified ❑ LSP# Other Tank Location �] L 2 _ :=7%)d4�!►S�VC _ �hlr . � — sryu,aaa•ss "" coy Tank'Capacity(gallons) Substance Last Stored es r tom,", rJ Tank Dimensions(diameter x length)__. fleAlarks: I- Firm transporting waste V J�tTjc;A W ASrrr1r-- State Uc.# I Hazardous waste manifest# / a;_P_A-# Approved tank disposal yard. . [� N"ar _. __ Tank yard# Type of inert gas Tank yard address City or Town s FDIo# / / Permitg 11321 Date of issue �� 'dof expiration 6Z11Z . -- Dig safe approval number Dig Safe Toll Free TeL Number•800-3224844 Signature/Title of Officer graA n Pe- Otter removal(s) ("Consumptive UW fuel oil tkks exempted)send Form FF-290ELsign by ocalF;irLYEDepartmentio0friceoflha State Mre Marshal,UST Regulatory Compliance Unit, P.O.Box 1025,Stow,M 5 , N International Fire Code lnstituta 1` 1 04/12/2012 15:41 5087786448 HYANNIS FIRE PAGE 04 Make application to local Fire Department. Fire Department retains original application and issues duplicate as Permit. APPLICATION and PERMIT for storage tank removal and transportation to approved tank disposal yard in accordance with the provisions G of M.G.I.. Chapter 148, Section 38A, 827 CMR 9.00, application is hereby made by: Tank Owner Name(please print) X Address ���� U%4141,b�St!t� ,U-V sNaar c,•y Stare "'yryp Company NamePrW Q Co_or Individual pmt Address _ �r "r C gip! address Signat a(if app g fo ermit) Signature(If applying forperrnit) FCJ'Certified Other_. U IFCI•Certifled ❑LSP#i. (3t r Tank • p/ Tank Location 7ank'Capaciry(gallons) Substance Last Stored ll "rank Dimensions(diameter x length) Remartcs: T O . . - Firm transporting waste v t'rtg�> Ldsnk State i ic_# Hazardous waste manifest#! _ _ E-P,A# Approved tank disposal yard Tank yard# Type df inert gas Tank yard address + . • . , City or Town /t/ Fptp# � Perm" 37 0 Date of issue //t OKJ�, xplratfon Dig safe approval number. a � Dig Sate Toff Free Tel.Number-800-322-4844 Signature!Title of Officer granting M ktter removai(s) ('Consumptive Use'fuel oil tanks sxempfed)sand Form FP-290p sigh Lac i pep rtment to office of th Slats Fire Marshal,UST Regulatory Compilance Unit.P.C. Box 1025, Stow, MA 01775 'Internatlonal Fire Code Institute llittf�`ti J 1 Make application to local Fire Department. Fire Department retains original application and issues duplicate as Permit. 00" APPLICATION and PERMIT 1=ee.:,;P5r" � for storage tank removal and transportation to approved tank disposal yard in accordance with the provisions ` of M.G.L. Chapter 148, Section 38A, 527 CMR 9.00, application is hereby made by: Tank Owner Tank Owner Name(please print) :SWIy (� X c rgnarure(it applying for permit Address JT -(� 1 V tL1r�i 1.l ew cc (S Street City State Zip • • • • • Company Name Ay < �, I orc (phJ Co. or Individual Pent Print Address _�3 ��TLrJ�L"�Per ot�y�t-j L j Address 1s('G7tn o t!1�C1 Q.'� Pmr Signat a(if appl i g fo permit) Signature(if applying,for permit) FCI*Certified Other p IFCI*Certified ❑ LSP# . OtJ r Tank Location 47 4 ( ok W*-So J (mk Steet Address City Tank*Capacity(gallons) "0 Substance Last Stored Z OIL. J - t1 Tank Dimensions(diameter x length) Remarks: H 5,A—roln O !L . . r t Firm transporting waste_ V 1Jl Z� )L N�Tr�State Lic.# Hazardous waste manifest# E.P.A.# Approved tank disposal yard QaA1�'L�.S Tank yard# Type of inert gas /J Tank yard address City or Town �y 14/ir//j FDID# ��y� Z .11370 Permit- Date of issue eo- q xpiration Dig safe approval number 9 � E Dig Safe Toll Free Tel. Number-800-322-4844 Signature/Title of Officer granting�p rmit l�.�{ .,,,: SI'Y tom: ,.ataC After removal(s) ("Consumptive Use"fuel oil tanks exempted)send Form FP-290R signe Loc i Dep rtment to Office of th State Fire Marshal, UST Regulatory Compliance Unit, P.O.Box 1025,Stow,MA 01775D *International Fire Code Institute 292(revised 4197) Make application to local Fire Department. Fire Department retains original application and issues duplicate as Permit. 00� — ..UV. APPLICATION and PERMIT Fee: for storage tank removal and transportation to approved tank disposal yard in accordance with the provisions of M.G.L. Chapter 148, Section 38A, 527 CMR 9.00, application is hereby made by: Tank Owner C Tank Owner Name(please print) y - X rgnatnre i applyingrorpermd Address 0 �1 J 4-p`tJ a J b� ( ,/,��►(A,, �,t(S sneer city Slate Zip Company Name e�TMZ� V�`1 a J,- .Co- or in Pnnr Print Address 'Z 33>ES M&C p� Ala Address 14 V-. 4'PO x"r F Print Signature fi applying or pe it) Signature(if applying for permit) Cl*Certified Other p IFCI'Certified O LSP# Other Information Tank Location S c7 t3aJ GA, ' Steer Address wrl n Tank'Capacity(gallons) Substance Last Stored Tank Dimensions(diameter x length) S t, Remarks: VIET= Firm transporting waste_ "L'CZh W AST '- State Lic.# Hazardous waste manifest# // E.P.A.# Approved tank disposal yard_ L9 144p-i C S Tank yard# Type of inert gas N Tank yard address City or Town FDID# �� 113 21 Permit# Date of issue ¢ �of expiration Dig safe approval numberoo Dig Safe Toll Free Tel. Number-800-322-4844 in ����Signature/Title of Officer grag per31 ��� e ' After removal(s) ("Consumptive Use"fuel oil tanks exempted)send Form FP-29OR sign d by ocal Fire Department to Office of Ihe State Fire Marshal, UST Regulatory Compliance Unit, P.O.Box 1025,Stow,M 5 'International Fire Code Institute l� 32(revised 4/97) ti COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION I y ~- /® 350 MAIN STREET WEST YARMOUTH,MA P 508-775-2800 TITLE 5 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: 590 IYANOUGH ROAD MAP HYANNIS,MA 02601 PARCEL Owner's Name: AYOUB ENGINEERING,INC. LOT Owner's Address: 414 BENEFIT STREET PAWTUCKET,RI 02861 Date of Inspection JANUARY 24,2002 Name of Inspector:(please print) JAMESD. SEARS RECEI ED Company Name: A&B Canco Mailing Address: 350 Main Street West Yarmouth,MA 02673 F E B S 2002 Telephone Number: 508-775-2800 (ul" v 1Z uARNSTABLE CERTIFICATION STATEMENT HEA`TI H(KEPT. I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: Passes y X Conditionally Passes Needs Further Evaluation by the Local Approving Authority Fails Inspector's Signature: Date: 07 F_O The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent tot he buyer,if applicable,and the approving authority. Notes and Comments THE LEACHING IS THREE BLOCK POOLS#1 AND#2 HAVE BEEN AT ONE TIME FULL.#3 IS LIKE NEW.TANK NEEDS TO BE PUMPED,COVERS SHOULD BE/RAISED.TEES SHOULD BE MOVED INTO COVER OPENINGS.COVER NEEDED FOR OVERFLOW 0. ****This report only describes conditions at the time of inspection and under the conditions of use at that time. This inspection does not address how the system will perform in the future under the same or different conditions of use. Title 5 Inspection Form 6/15/2000 1 Page 2 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 590 IYANOUGH ROAD HYANNIS,MA 02601 Owner: AYOUB ENGINEERING,INC. Date of Inspection: JANUARY 24,2002 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: N/A I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B. System Conditionally Passes: X X One or more system components as described in the"Conditional Pass"section need to be replaced or repaired. The system,upon completion of the replacement or repair,as approved by the Board of Health,will pass. Answer yes,no or not determined(Y,N,ND)in the for the following statements. If"not determined" please explain. The septic tank is metal and over 20 years old*or the septic tank(whether metal or not)is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: X Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken,settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): X broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced ND explain: The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health)" broken pipe(s)are replaced obstruction is removed ND explain: Title 5 Inspection Form 6/15/2000 2 Page 3 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(CONTINUED) Property Address: 590 IYANOUGH ROAD HYANNIS,MA 02601 Owner: AYOUB ENGINEERING,INC. Date of Inspection: JANUARY 24,2002 C. Further Evaluation is Required by the Board of Health: N/A Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health,safety,or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health safety and the environment: Cesspool or privy is within 50 feet of a surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or salt marsh 2. System will fail unless the Board of Health(and Public Water Supplier,if any)determines that the system is functioning in a manner that protects the public health,safety and environment: The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. The system has a septic tank and SAS and the SAS is within a Zone 1 of public water supply. The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance **This system passes if the well water analysis,performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: Title 5 Inspection Form 6/15/2000 3 Page 4 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(CONTINUED) Property Address: 590 IYANOUGH ROAD HYANNIS,MA 02601 Owner: AYOUB ENGINEERING,INC. Date of Inspection: JANUARY 24,2002 D. System Failure Criteria applicable to all systems: N/A You must indicate"yes"or"no"to each of the following for all inspections: Yes No X Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool X Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool N/A Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool X Liquid depth in cesspool is less than 6"below invert or available volume is less than'/2 day flow X Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped X Any portion of the SAS,cesspool or privy is below high ground water elevation X Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply X Any portion of a cesspool or privy is within a Zone 1 of a public well X Any portion of a cesspool or privy is within 50 feet of a private water supply well X Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. (This system passes if the well water analysis performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form.) NO (Yes/No)The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E. Large Systems: N/A To be considered a large system the system must service a facility with a design flow of 10,000 gpd to 15,000 gpd. You must indicate either"yes"or"no to each of the following: (The following criteria apply to large systems in addition to the criteria above) Yes No the system is within 400 feet of a surface drinking water supply the system is within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area—IWPA)or a mapped Zone II of a public water supply well. If you have answered`yes"to any question in Section E the system is considered a significant threat,or answered "yes"in Section D above the large system is failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. Title 5 Inspection Form 6/15/2000 4 Page 5 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 590 IYANOUGH ROAD HYANNIS,MA 02601 Owner: AYOUB ENGINEERING,INC. Date of Inspection: JANUARY 24,2002 Check if the following have been done. You must indicate"yes"or"no"as to each of the following Yes No X Pumping information was provided by the owner,occupant,or Board of Health X Were any of the system components pumped out in the previous two weeks? X Has the system received normal flows in the previous two week period? X Have large volumes of water been introduced to the system recently or as part of this inspection? X Were as built plans of the system obtained and examined?(If they were not available note as N/A) X Was the facility or dwelling inspected for signs of sewage back up? X Was the site inspected for signs of break out? X Were all system components,excluding the SAS,located on site? X Were the septic tank manholes uncovered,opened,and the interior of the tank inspected for the condition of the baffles or tees,material of construction,dimensions,depth of liquid,depth of sludge and depth of scum X Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System(SAS)has been determined based on: Yes No X Existing information. For example,a plan at the Board of Health. X Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable)[310 CMR 15.302(3)(b)] Title 5 Inspection Form 6/15/2000 5 Page 6 of 1 I OFFICIAL INSPECTION FORM—.NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 590 IYANOUGH ROAD HYANNIS,MA 02601 , Owner: AYOUB ENGINEERING,INC. Date of Inspection: JANUARY 24,2002 FLOW CONDITIONS RESIDENTIAL Number of Bedrooms(design): Number of bedrooms(actual): DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms: Number of current residents: Does residence have a garbage grinder(yes or no): Is laundry on a separate sewage system(yes or no): [if yes separate inspection required] Laundry system inspected(yes or no): Seasonal use(yes or no): Water meter readings,if available(last 2 years usage(gpd)): Sump pump(yes or no) Last date of occupancy: COMMERCIAL/INDUSTRIAL Type of establishment: SHELL GAS STATION Design flow(based on 310 CMR 15.203): 250 Basis of design flow(seats/persons/sqft,etc.): 250 Grease trap present(yes or no): NO Industrial waste holding tank present(yes or no): YES SEE PAGE 10 Non-sanitary waste discharged to the Title 5 system(yes or no): NO Water meter readings,if available: READINGS:DEC.2000 22,000 CU.FT. DEC.2001 137,000 CU.FT. Last date of occupancy/use: PRESENT OTHER(describe): NOTE:BAYS ARE SHUT DOWN,FUEL SERVICE ONLY. GENERAL INFORMATION Pumping Records Source of information: N/A Was system pumped as part of the inspection(yes or no): NO If yes,volume pumped: gallons—How was quantity pumped determined? Reason for pumping: TYPE OF SYSTEM X Septic tank,soil absorption system Single cesspool Overflow cesspool Privy Shared system(yes or no)(if yes,attach previous inspection records,if any) Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) Tight tank Attach copy of the DEP approval Other(describe): Approximate age of all components,date installed(if known)and source of information: UNKNOWN Were sewage odors detected when arriving at the site(yes or no): NO Title 5 Inspection Form 6/15/2000 6 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 590 IYANOUGH ROAD HYANNIS,MA 02601 Owner: AYOUB ENGINEERING,INC. Date of Inspection: JANUARY 24,2002 BUILDING SEWER(locate on site plan): N/A Depth below grade: Materials of construction: Cast iron _ 40 PVC _ other(explain) Distance from private water supply well or suction line: Comments(on condition of joints,venting,evidence of leakage,etc.): SEPTIC TANK(locate onsite plan): X Depth below grade: 28" Material of construction: X concrete metal fiberglass polyethylene _ other(explain) If tank is metal list age: Is age confirmed by a Certificate of Compliance(yes or no): (attach a copy of certificate) Dimensions: 1,000 GALLON Sludge depth: 8" Distance from top of sludge to the bottom of outlet tee or baffle: N/A Scum thickness: 12" Distance from top of scum to top of outlet tee or baffle: 2" Distance from bottom of scum to bottom of outlet tee or baffle: N/A How were dimensions determined: PLAN,PROBE&TAPE Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): MAIN TANK 28"BELOW GRADE.BOTH COVERS ARE 2'SQUARE CEMENT.SOLIDS ARE OVER IT THICK UNABLE TO CHECK TEES.NOTE,TEES ARE NOT IN COVER OPENING.TANK NEEDS TO BE PUMPED. COVERS RAISED AND TEES MOVED INTO COVER OPENING. GREASE TRAP(located on site plan) N/A Depth below grade: Material of construction: _ concrete _ metal fiberglass _ polyethylene other (explain): Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): Title 5 Inspection Form 6/15/2000 7 I Page 8 of 1 I OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 590 IYANOUGH ROAD HYANNIS,MA 02601 Owner: AYOUB ENGINEERING,INC. Date of Inspection: JANUARY 24,2002 TIGHT or HOLDING TANK: N/A (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction: concrete metal fiberglass polyethylene other(explain) Dimensions: Capacity: gallons Design Flow: gallons/day Alarm present(yes or no) Alarm level: Alarm in working order(yes or no): Date of last pumping Comments(condition of alarm and float switches,etc.): DISTRIBUTION BOX: N/A (if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: Comments(note if box is level and distribution to outlets equal,any evidence of solids carryover,any evidence of leakage into or out of box,etc.,): PUMP CHAMBER: N/A (locate on site plan) Pumps in working order(yes or no): Alarms in working order(yes or no): Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): Title 5 Inspection Form 6/15/2000 8 Page 9 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM,INFORMATION(continued) Property Address: 590 IYANOUGH ROAD HYANNIS,MA 02601 Owner: AYOUB ENGINEERING,INC. Date of Inspection: JANUARY 24,2002 SOIL ABSORPTION SYSTEM(SAS): X (locate on site plan,excavation not required) If SAS not located explain why: Type leaching pits,number: leaching chambers,number: leaching galleries,number leaching trenches,number,length leaching fields,number,dimensions: X overflow cesspool,number: 3 innovative/alternative system Type/name of technology: Comments(note condition of soil,signs of hydraulic failure,level of ponding,damp soil,condition of vegetation,etc.) LEACHING IS THREE 6'DEEP BLOCK POOLS.#1 HAS BEEN FULL TO THE OUTLET,NO INLET OR OUTLET TEES.COVER 2'STEEL 9"BELOW GRADE.#2 HAS BEEN UP TO THE OUTLET,NO INLET OR OUTLET TEES.COVER 2'STEEL 8"BELOW GRADE.#3 CLEAN,LIKE NEW.WALLS ARE CLEAN TOP 8" BELOW GRADE.COVER IS GONE 5' STEEL PLATE FOR COVER. CESSPOOLS: N/A (cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: Depth—top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater inflow(yes or no): Comments(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation etc.): PRIVY: N/A (locate on site plan) Materials of Construction: Dimensions: Depth of solids: Comments(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.) Title 5 Inspection Form 6/15/2000 9 i I Page 9 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 590 IYANOUGH ROAD HYANNIS,MA 026010 Owner: AYOUB ENGINEERING,INC. Date of Inspection: JANUARY 24,2002 SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. O r Title 5 Inspection Form 6/15/2000 10 I ' Page I 1 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 590 IYANOUGH ROAD HYANNIS,MA 02601 Owner: AYOUB ENGINEERING,INC. Date of Inspection: JANUARY 24,2002 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to groundwater 26.3 feet. Please indicate(check)all methods used to determine the high ground water elevation: Obtained from system design plans on record-If checked,date of design plan reviewed: Observation site(abutting property/observation hole within 150 feet of SAS) Checked with local Board of Health-explain: Checked with local excavators,installers-(attach documentation X Accessed USGS database-explain: You must describe how you established the high ground water elevation: USGS WELL DATA:AIW 230 AT 26.3'.ZONE D AT 7.7'.ADJUSTED HIGH GROUND WATER AT 18.6'.BOTTOM OF OVERFLOW 6.9'. I , /�;L c✓ram ,7 ' fis 6-S w£<4 Title 5 Inspection Form 6/15/2000 11 i AYOUB ENGINEERING , INC . ENGINEERING AND ARCHITECTURAL CONSULTANTS 414 BENEFIT STREET PAWTUCKET, RHODE ISLAND 02861 401-728-5533 FAX 401-724.1 1 10 i E-MAIL info@ayoubengineering.com June 28, 2001 Town of Barnstable Board of Health 367 Main Street Hyannis, MA 02601 Attn: Mr. Thomas A. McKean, RS, CHO RE: Motiva Enterprises LLC Hyannis, MA 590 Iyannough Road AEI Project No. 105 8.101 Dear Mr. McKean: Attached please find testing results provided by Motiva Enterprises LLC (Shell Oil Company) for the subject location submitted in conjunction with our variance application forwarded on June 21, 2001. . If you have any questions or require additional information,please do not hesitate to call. Very t y yours, Alan J. Micale, P.E. Vice President r AJM/np Attachments REGISTERED P.E.: MASSACHUSETTS RHODE ISLAND CONNECTICUT NEW HAMPSHIRE NEW YORK MAINE VERMONT FLORIDA NEW JERSEY MARYLAND PENNSYLVANIA i i SHELL 220 3723 0665 590 IYANOUGH RD HYANNIS. MA 02601 508-775-0238 JUN 7. 2001 10:35 SYSTEM STATUS REPORT ALL FUNCTIONS NORMAL SHELL 220 3723 0665 590 IYANOUGH RD HYANNIS. MA 02601 506-775-0238 JUN 7. 2001 10:35 LIQUID STATUS JUN 7, 2001 10:35 L I :REGULAR BRINE SENSOR SENSOR NORMAL L 2:PLUS BRINE SENSOR SENSOR NORMAL L 3:PREMIUM BRINE SENSOR SENSOR NORMAL L 4:REGULAR SUMP SENSOR NORMAL L 5:PLUS SUMP SENSOR NORMAL L 6:PREMIUM SUMP SENSOR NORMAL L 7:WASTE OIL ANNULAR. SENSOR NORMAL �€ * * END * * * * * CERTIFICATE OF UNDERGROUND STORAGE TANK SYSTEM TESTING 8900 SHOAL CREEK,BUILDING 200 AUSTIN,TEXAS 78757 (512)451-6334 FAX(512)459-1459 TEST RESULT SITE SUMMARY REPORT TEST TYPE: TLD-1 PURPOSE: COMPLIANCE 1 TEST DATE: 05/08/01 CUSTOMER PO: WORK ORDER NUMBER: 7139424 CLIENT: MOTIVA ENTERPRISES SITE: SHELL OIL CC # 137772 3 EDGEWATER DRIVE 590 IYANOGH ROAD/ROUTE 132 SUITE 202 HYANNIS, MA 02601 NORWOOD, MA 02062 SANDY MURRAY STEVEN KAHILL (508)833-8311 (508)771-4537 The following test(s)were conducted at the site above in accordance with all applicable portions of Federal,NFPA and local regulations Line and Leak Detector Tests VOLUME CHANGE LINE RESULT ' LEAK LEAK IMPACT: TANK (9Ph) (P=pass,FLfail DETECTOR DETECTO VALVES PRODUCT NUMBER I=inconclusive) PRESENT RESULT OPERA A :,B.,; C.: D A-B-C-0_ 1 42_ 41_02 TIONAL 1 PREMIUM 0.006 P Y P Y 2 REG UNLEAV 0.014 P Y P Y 3 PLUS 0.006 P Y P Y Tanknology appreciates the opportunity to serve you,and looks forward to working with you in the future.Please call any time,day or night,when you need us. Tanknology representative: Services conducted by: RUSSELL PRESTON SHAWN P. CONRAD 6M.A� Reviewed: Technician Certification Number: 5019 Printed 05/11/2001 13:28 KOHLMEYER f d INDIVIDUAL TANK INFORMATION AND TEST RESULTS 'fr dawbgy FTESTDATMEC: 05/08/01 8900 SHOAL CREEK,BUILDING 200WORK ORDER NUMBER: 7139424 AUSTIN,TEXAS 78757(512)451-6334TIVA ENTERPRISES SITE: SHELL OIL CC # 137772 TANK INFORMATION Tank ID: 1 Tank manifolded: No Bottom to top fill in inches: 92.0 Product: PREMIUM Vent manifolded: No Bottom to grade in inches: Capacity in gallons: 11,459 Vapor recovery manifolded: YES Fill pipe length in inches: Diameter in inches: 92.00 Ovefll protection: YES Fill pipe diameter in inches: 4.0 Length in inches: 354 Overspill protection: YES Stage I vapor recovery: DUAL Material: DW FIBERG Installed: ATG Stage II vapor recovery: ASSIST CP installed on: COMMENTS TANK TEST RESULTS Test Method: Sure Tent' LEAK DETECTOR TEST RESULTS Test method: FTA PSI at tank bottom: New/passed Failed/replaced New/passed Failed/replaced Fluid level in inches: L.D.#1 L.D.#1 L.D.#2 L.D.#2 LIFT/OFT: Make: RED JACKET Fluid volume in gallons: Model: Fx1V Tank water level in inches: S/N: 50200 Test time: NOT Open time in sec: 2.00 Number of thermisters: TESTED Holding psi: is NOT Specific gravity: Resiliency cc: 80 TESTED Water table depth in inches: rrest leak rate mUm: 189.0 Determined by(method): Metering psi: 10 Leak rate in gph: Calib.leak in gph: 3.00 Result: Results: PASS COMMENTS COMMENTS ULLAGE TEST RESULTSTest Method:U2 LINE TEST RESULTS` Test type:TLD-iLiNrr . Test time: Ullage volume: Material: SW FIBSRG Ullage pressure: Diameter(in): 2.0 Results: Length(ft): 70.0 Test psi: 50 DATA FOR UTS-4T ONLY: Bleedback cc: 60 Time of test 1: Test time(min): 30 Temperature: NOT Start time: 09:43 NOT NOT NOT Flow rate(cfh): TESTED End time: 10:13 TESTED TESTED TESTED Time of test 2: Final gph: 0.006 Temperature: Result: PASS Flow rate(cfh): Pump type: PRESSURE Time of test 3: Pump make: RED JACKET Temperature: Flow rate(cfh): Impact Valves Operational: YES COMMENTS COMMENTS Printed 05/11/2001 13:28 KOHLMEYER - INDIVIDUAL TANK INFORMATION AND TEST RESULTS r Tarilatloll)gy FTFEST 05/08/01 8900 SHOAL CREEK,BUILDING 200WORK ORDER NUMBER: 7139424 AUSTIN,TEXAS 78757(512)451�334 CLIENT: MOTIVA ENTERPRISES SITE: SHELL OIL CC # 137772 TANK INFORMATION Tank ID: 2 Tank manifolded: No Bottom to top fill in inches: 92.0 Product: REG UNLEAD Vent manifolded: NO Bottom to grade in inches: Capacity in gallons: 11,459 Vapor recovery manifolded: YES Fill pipe length in inches: Diameter in inches: 92.00 Overfill protection: YES Fill pipe diameter in inches: 4.0 Length in inches: 354 Overspill protection: YES Stage I vapor recovery: DUAL Material: DW FIBERG Installed: ATG Stage II vapor recovery: ASSIST CP installed on: COMMENTS TANK TEST RESULTS Test Method ,Sure Test, LEAK DETECTOR TEST RESULTS Test method: FTA ; PSI at tank bottom: New/passed Failedlreplaced Now/passed Failedlreplaced Fluid level In inches: L.D.#1 L.D.#1 L.D.92 L.D.#2 UFT/OFT: Make: RED JACKET Fluid volume in gallons: Model: F%iV Tank water level in inches: S/N: 30300 Test time: NOT Open time in sec: 2.00 Number of thermisters: TESTED Holding psi: is NOT Specific gravity: Resiliency cc: 100 TESTED Water table depth in inches: est leak rate ml/m: 189.0 Determined by(method): Metering psi: 10 Leak rate In gph: Calib.leak in gph: 3.00 Result: Results: PASS COMMENTS COMMENTS ULLAGE TEST RESULTSTest Method:U2 LINE TEST RESULTS Test type:'TLD- Test time: Ullage volume: Material: SW FIBERG Ullage pressure: Diameter(in): 2.0 Results: Length(ft): 60.0 Test psi: 5o DATA FOR UTS-4T ONLY: Bleedback cc: 80 Time of test 1: Test time(min): 30 Temperature: NOT Start time: 09:52 NOT NOT NOT Flow rate(cfh): TESTED End time: 10:22 TESTED TESTED TESTED Time of test 2: Final gph: 0.014 Temperature: Result: PASS Flow rate(cfh): Pump type: PRESSURE Time of test 3: Pump make: RED JACKET Temperature: Flow rate(cfh): Impact Valves Operational: YES COMMENTS COMMENTS Printed 05/11/2001 13:28 KOHLMEYER f INDIVIDUAL TANK INFORMATION AND TEST RESULTS v /vmackay 8900 SHOAL CREEK,BUILDING 200 FTESTDATE: 05/08/O3 AUSTIN,TEXAS 78757(512)451-6334 WORK ORDER NUMBER: 7139424 CLIENT: NOTIVA ENTERPRISES SITE: SHELL OIL CC # 137772 TANK INFORMATION Tank ID: 3 Tank manifolded: No Bottom to top fill in inches: 92.0 Product: PLUS Vent manifolded: NO Bottom to grade in inches: Capacity in gallons: 11,459 Vapor recovery manifolded: YES Fill pipe length In inches: Diameter in inches: 92.00 Overfill protection: YES Fill pipe diameter In inches: 4.0 Length in inches: 354 Overspill protection: YES Stage I vapor recovery: DUAL Material: Dw FIBER® Installed: ATG Stage 11 vapor recovery: ASSIST CP installed on: COMMENTS TANK TEST RESULTS , Test Method:Sure Teat. LEAK DETECTOR TEST RESULTS Test method: FTA PSI at tank bottom: New/passed FaNed/replaced New/passed Failed/replaced Fluid level in inches: L.D.#1 L.D.#1 L.D.#2 L.D.#2 UFT/OFT: Make: RED JACKET Fluid volume in gallons: Model: Fx1V Tank water level in inches: S/N: 30200 Test time: NOT Open time in sec: 1.00 Number of thermisters: TESTED Holding psi: 15 NOT Specific gravity: Resiliency cc: 100 TESTED Water table depth in Inches: est leak rate ml/m: 189.0 Determined by(method): Metering psi: 11 Leak rate In gph: Calib.leak in gph: 3.00 Result: Results: PASS COMMENTS COMMENTS LINE TEST RESULTS Test ULLAGE.TEST RESULTSTest Method:U2 type:TLD-1 Test time: Ullage volume: Material: SDP FIBERG Ullage pressure: Diameter(in): 2.0 Results: Length(ft): 50.0 Test psi: 50 DATA FOR UTS-4T ONLY: Bleedback cc: 80 Time of test 1: Test time(min): 30 Temperature: NOT Start time: 09:44 NOT NOT NOT Flow rate(dh): TESTED End time: 10:14 TESTED TESTED TESTED Time of test 2: Final gph: 0.006 Temperature: Result: PASS Flow rate(dh): Pump type: PRESSURE Time of test 3: Pump make: RED JACKET Temperature: Flow rate(dh): Impact Valves Operational: YES COMMENTS COMMENTS Printed 05/11/2001 13:28 KOHLMEYER auN1 DI u-GV- 1 + V•uvtttn + ittv *rn .7c.n*{v1�..1 • �+ Tana tdentIfInVon Number(COnt.) Uk tank No, Tank Ne. TW*No. Unk No.� 4.Substance Currently or Last Stored a.Gasoline Motor vehicle or other e [�V 's Msnna `.-Mv . Ma*w &.MV , Markm MV Madna MV man" :I o81et other ether outer other Motor vehicle or other use My ' i Mantle My Marina MV Marft My • Marina MV Malkin outer other other other other c.Kerosene d.fuel Oil' Consumptive Usa'tanks need not be registered. 'Conslunp&e Use•ruol ussd a rdwivoly for area heating and/or hot Waw. e.Waste Oil 1.Other, Please specify. Hazardous Substance (other than 4&ihtu 4e above) t--J CERCLA name and/or CAS number Mixture of Substances Please specify --• ..-- 5. Material of Constwellon-'tank(mark only oro)w bare steel{ktdudes asphalt.gafvanized and epoxy coated) Csthodicalty proteoted steel Comp We(steel with ffleiglass) Fiberglass relntoroed plastio(FAP) � Corrcrete —� Unknown Other Please specify 6.Type of Cottstr Ion-Tank (mark only one) Single wafted Double walled Unknown Other Please specify t8t1t� t :Yes *AF0 :t Yu 106 1 Yes 9"b .Yes VNo Yes No Does have exCavagm Bnet? Yes ,fib :Yes A& Yes was No Yet No s JLIVI DI• J-LO- 1 ) U•JfHIR + L-ktVI•tt JLd1r ILd..7 Tank k1miNkatton Number(coat.) Tank Na Tank No. Tank No. Tank Na Tank No. T. mdwWd0ons#uWm-P0v(markc*om Bare stool(includes a8nd epoxt�� ® �� Cathodioally protected steel Fiberglass reinforced plastic(FRP) Flexible ] Copper Unknown) Other Please specify -�- &Type of Construclion-Piping(mark only one) .. Single walled F-771 Double walled ��✓] r�---� Unknown Other Please specity Has piping been repaired? Yes irfVo Yes w90 Yes C-ft Yes %.NO Yes No Is piping gravity feed? Yes 140 -Yes •tAQ0 : :Yes Fro :vies . :No Yes No Date X. CERTIFICATION OF COMPLIANCE '1.Iastadatlon . R.fruftiler certified by tank and piping manufacturem IL Ilrot tr car g Y by the a a Mdailaiion Inspected by a registered engineer r---1 O..ftu allation inspected and approved by the limp lementi g agency E..Manufacturere'I latlon checklists have been completed F A(Wwrmethod allowed Oy 627 CMR 9.00.Please specify 2.Tank leak Detection re* rardi Tsr* Tat* Tank (mark only one) A.Double-wall tank-interstitial monitoring ❑ ❑ a.Approvedindank monitor �' ❑ C.Soil vapor monitory(check one below) ❑ ❑ ❑ ❑ Mon" Continuous F.Immtttory fewd-keepirtg end tank tesUr►g13 0 ❑ F.CgW.m.00owed by W OMR 9Mplean Jt Yi T: J-ZO- 1 r O•JOH19! C4[U t vH JL1Cv 14GJ lip yr U Tonk Wentfl&catlon Number(cont.) Tank N Tank No Tank Na Tot No. tank Na.� 3.Ptplrtg leak Detection(mark only one) f ftkv A.Pressurized a. Intersillial space monitor ❑ ❑ ❑ ❑ ❑ b.Product fine teak detector U ❑ ❑ (stark all that apply below) Automatic flow restrictor` Automatic shut-off device' Continuous alarm' AISo requires annual test of device and piping tightness tell or monthly vapor monitoring of soil. B.Suction:Check valve at tank only ❑ ❑ El ❑ (—t (Requires Interstitial space monitor or [ J lure tightness test every three years) Interstitial space monitor Line tightness test C.Suction:Check valve at dispenser only ❑ t-7 ❑ El (No monitor required) LJ LJ 0.Other method allowed by 527 CMA 9.00..Please specify 4.Date of last tightness test(tank&piping) 5.Gravity feed piping ❑. ❑ ❑ ❑ G.Spill containment and overfill protection Tar* lantc TOT* Tank Tank A.Spill containment device installed �' �' ❑ ❑ B.OvwN prevention device instak-0 ❑ ❑ 7.DW Inofttory Cor>trol{mark only one) a �9 by stick and records. �.. ❑ ❑ B. Medtanbal tank gauge and records ❑ El 01,111, ❑ moonoiltatbn C.Automatic gauging system U . ❑ . ❑ - ❑ 8.Cathodic Protectksn(If applk�IWe) 'Yank POV Tank PWg Tar& POV TW* Poft tarn Plptnp A.SactiHW Anode Type El El ❑ ❑ ❑ ❑ ❑ El ❑ 0. kn ixismed Current Type ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ . ❑ ❑ C.Date of last Test Cua41iffcadon of Cornpltsnae No.: Xt. Campf"TION (f3eadarioltitp>talnstootpplstk�atlttttt;Qats) t1a0Nr►s uopr>se>rp lent a fm Dept.afare se+vloes tui0the eopir=0 by!; btu siried sapora W.A FWACanlveSwAk re A aottbe peo�{Adaa�etaoawNhL tttketkware.r:��t>��a�ta«.oweena4rw+arMe.�a+a,mw�.nrfln waf+toawoon b +inpire;radi�eean�r. ease 6wsbM s me- all, 1601iersr+et" ABAl�r t'�tll Anr1l;�rat 7 .7LIII L)I • u_�u_. i . u•uvaun 1 LAKUr*n .au�*row - ^ �• �+ . t r•rN r+iNr�r+ri�/��r�r'flrNJrievillk//J - r/W4WA 1"&4W r/rtXf�v-CK-1,4 t V:fyrA�/iru• n%��r� �rl/��n`a�� -'"�.'/��':��rleilnt.�r�+r,���i�rs�rrr`��lvrl. Notification for Storage Tanks Regulated Under 527 CMR 9.00 Forme corMleted form slgned by Beal firs department,to Mass.UST Program,Dept s of Fire Sorvlees,P.O.Box 1025-State Road, Stow,MA 01776 Use Form FP-29OR to notify of tank removals or closures In place. Date Rewlved: / Telephone(978)567-3710 Fire Dept.l g (Fire Department retains one copy of FP-290) Fire Dept.Sig4*F��" A.New Facility(seo instructions.if II L,11B. Amended C. Renewa..State Use Otily INSTRUCTIONS_ Fora,Fp-290<Nofilication lot Aboveground and UndergroWW Slofjge Tanks)AS to be completed IN for noel IDCat10n contsoft tmdergrouno or alwvegrouna awraye tanks regidated vnder 527 cmn fr.00. if more than live Isola are owno4 at ants location.Photocopy the foffowaV Pages and slapie conlMuaGo.l st"Is lo the form. The FP•290 A. Facility Number Host be eon ploWd in awmaie. Atlhotrgn lho torn mOY oe pnotocopwd,the toctTdy owner yr avnier's reprosentativo rot.st sip 660 4e"y separately:phoMopiod signattmes nro not sufticreirt. both Ooptas of the r•P-290 are to be forwarded B. Date Entered f.Um local fire depart tenL who will check an information and derlNy the forms. Tha fire deparlmeM win reek in one espy 41 ale FP-200 for Its records:and the facility owner sftil be responsible for ferwar41419 the other copy to the C. Clerk's initials opt of pee 8ervleea at tM address above. The local ills deponeiern Wo issue ff.a gonna portbn of the FP-290: howei r,regisRatbm is not oca to until the FP-290 b received and checked by etc UST RagutAW C00106 CC Until. D. Comments AN queetons On this form are to be answered:irrwrapieto forms&M he returned., — 1Vaw Fsc W moans a tank or ranks iocatod at a site where tanks have not been Previously located- ='FaClaty ousel address"aw:t indide both a sired nwnber and a street aama. Past dlim.boz nutmraM aft Rol 490vgf—lebOv and wil cause a regtvtralfon lobe returned.H goographk WAGon of(achy is rot ipmAded.please indicate d$W"and direction from closest W rsoellon.e.g., try Of 199 North Street It lWit")400 braves seung.ast or. INFORMATIONGcNERAL NelNieeUan s;ta)lbrmarpsp9tw�ttadtatt.taopaaoneaias�alrueadb►atolhgtamor bola Pl W111lallRf Of M f-200 is to Qe uWd 03 NOtdr AW%RepKhauan.and earn*for trt itornonoDmmurcWpwpoaes.or(b)aknkwadfoeatorleghugng oFhrconr"tive Sbwepreung Witt WWer9 alOrage bra wWonkladiliksregumled under 527 YseOfllflaplpRdoailntterlul0lldllenolfaqubtedtOtleras�iNalldYadett 7l"6tfi9.00. OodadMaSaaNwasetts Aeguladons 9.00.No regulated oboveground of underground Penalties;Anyflwnarwhob0W[rq yfO8%Wf10*9rWbmitshbeY►tOrmltiondWbePA * .44~fifer bdaty 00 be Inslydled.mainlaine4 I'VIE004r SaWIatNlfly moddrad or to a C(M V00,"1101 to e=g4 SM000 brvm wW kr offt 11WMkia is not om or for waneNd.OhoutapefadtfP-2lMiz bya�n b ogly 1 widcll la"Wormatbnisu6mOled-(umchapfer140.sed 88N.WCMR9.001 The ewtar of any storage�h . in the new. Abavegrowd 6bnge Tons s he head olthe btyd fire taepaeuerent end tits Dept.of fife Setvkbs of any**Age tadAeea.er fateplf—rawer of the owner of operator of a storage taeiffly subject to 527 CMR 0.00 requires go fogiseation of e6ov owsQ sbraga facet rNddt laaeta the ify�ta?br Jul,MOM i;eneeal yaw and by 527 CUR 9.00. iosewing defini r a hortcentd or vwdcW tardc, b nr less than lie mo g99ens agAgion 6taarlg 1 Tfatka used ter ate opacity,mg is intended foe lived imuXadon wMwA bask 0 above or bebwgfader and Is6d1 atabter fA An trt0algtastd taMetesi f+d hlo operatbtl en fx QOaf JanCom so�o dsan Nldarsot:So fanoas,iflraMoub Yyaslab,a Fralmnat>ta err 1.1991. stalpleb Oft days alter fhfi tank is 0rs1 put irM spewtort,no*the 0apa WAM of Uquidg. Fbe tiwWm,Vw deparenAng at lha edslenoe df such tank aped►yl W.to ft extent F:rauwarn:nbovlfpraaala►doofaioreCsar►w.000gattdre d�faeQtlesedWlf2oC1AR Intoln-areowf arof she fank debof kalaOaGo'N cap**.type:bagiol4 and base of t200(AegiiroarerM;ter the Ntsla9diaN tit Tanta CorpaksOrr FYAds pillar ft'A VMW b froth of&By fro taiar#=.kL$1.1491.each ovteta d OR underground stomps brdr Emass of 10 000 ti*Mom)arc not co*A d to be I under W OMA IIA0. fbrit�t+ilhe0d l►lsstnytim0.��1,19i74.regardless ofvAallow0rla0twdr �afeymFOrleeldalti9l19nkd1.lA0psCOtla0rf08Bf?l�OClbiYlBdrarilOtMlp Wikwai Iareteve0 Uem(1s11Ba0r tote taaleoe of the 9rotald at amp rime.abg9 Ao9fY the Atdbr lust for IIOf100A1lIerCIN tX a lank load IN alotmg b"V Of bf flapnai9rwerlhiaeStamd�dr0all4splalyh�g.lolheaAagWwwrtWdewnar4f u9eonlheptaabe9�eaie6tgleeplA[601h69I1p>el�Qund9rfCZ'7 fta Urdu f/rea dlaam orR bPe.aeld boetio0 0!/ta fasOe aftd the ypa old CMR a qt r d abaealseas dotslf Yl aldt iRnk.w*110 am faoliad in wAh Wlk befOm Moo f(ta ssAaaa.d0a�s i am of a+dS flo�9 aSudl�� R a1bn H�ipl aKFlum�>sttb, dtt+aaetald j�+tef p�alres,.b�dardan its coos ne taNc.aa aansevOd Uora etlnp3tthe than erte l.atbae mtara faraeas e,aa ofu9 ttwrwnd dagars �AQI.ChapOw teB.footdoa _ fhb b Ile awnttbt a lruch po6oe b.tadp.lfAletic 7lta t09.f+t+as'�CwIH him) a>Datawf•ei feNtrtAaseOafinerorwltaasoWmar�arfOtbaa� wllaebNef�It7woaompblddtWltaaldauldhefdonadbysertlrwfaKcaw►rr pOyrliadpaMletRefUtea+dalenosetsssdttAak. togasQtafacditreQgmMteldfJneOOpgllKbeleletsedbyiba4ladqdRmeliaiddtfetut eeatichlOaft. ►rratn boltrafidlbdthafiult.±utdea�stiR Ovhhtertfrfdsteadaaeparab.oppgetas0�ea9atow Poffioptge. h90dd9tb tlpar and Ioeallotrortfa ttlAk aefd�fl'pa and d a r6atan111INaeeditSOON*OrwMdtwaresbladhaur;Alf+llk6aW&*dtank 1phMW t.oadtefrtsLstarapetallksinnrsathdtbtlebeeftfakanf>tdlilail�on ffeatad babe in eptra6on a be tmkwas moved from beneath the to A"of Yte rue 0 m* fiery days: 17te4Adfatler b tic elOtv+Iattd 9Yohlgtice b Yta 4dpaftnherd:l4lhaYardcwei,.,.,,. Ownoa arse vt nopobes d SeeraeO Tank bysbntd nod tvralAtaMl woods e0artaalad baftsatr#he came.d sea 0^01+^d poor tithe subatits+abrTir i home w fe. tafeellon,IllvelAoetr60 h frhd tlgidasse mstlrq gqi tlteeb gr�orlrlrY/-anah nri0.ifwlal69>tpOdh a the eriatt abwm w m.oiwm.ra' :....� A � �Tank eyekm see awfoot.tAaee—do aa»e be rely p 9e a- 1. OWNERSHIP of TANKS) _ , [i. LoomoN of TANKM *#TW Nafete( .ittdWUK Ptb@0 Aganay.or Other Elttrly) It krtti m%glue 8is 9eogfapttictocatlw otlaf"by d*WG".flltlM=-WW __-MCIMA E^' 7"[&11 ..42.88.t2 N I.M.85.24.iTW MOTi VA ENTERPR?Sf_S LLC, -- NEVV ENE. }AiN' L."MRude 3 Edgewater Driven Suite 202 r Norwood MA 02062 ROO 76-0262490 rr r : , iwrC; , iWurtblwdrafil ttiedel QrtttAhtwiliAtNwaealbr' 13L.I1I UI u-co- 1 r o•uunM / LhtLl I Tn JLRT ll.M1-J' • yr v . it Typ6 OF OWNER IV. Iumn LAmos Ferias[Government X Commerdal Tanks are boated on land within an Indian Reservation or on State Government (stop end sale) other trust lands. Private Tanks are owned by native American nation.tribe,or Individual. Local Government (storage and use) V. E OF FAcILITY Sated the Appropriate Facility Description:(check all that apply)• X . Gas Station Marina Truckingffransport Petroleum Distributor Railroad Utilities Airport _ Federal-Military _ Residential Aircraft Owner _—. Industrial _._.. Famr Vehicle Dealership Contractor Other(explain) LL Vt. CONTACT PERSON IN CHARGE OF TANKS Name:bran T Address: Phone Number(Include area code): iobTnre• Engineer a-Edgewater Drive- $utter 2112. trams_ N4- .UL1rit1Ltpd, MA_02o62_ t aesss: V11. FwANOtAL RESPONSIBILITY '1 have met the financial responsibility requirerrlents in accordance with 627 CMA 9.00. Check all that.apply ._.._. ._—. .------------------T...--------------.— XSelf Insurance i Guarantee Letter of Credit ' Commercial Insurance [ Surety Bond j Trust Fund Risk Retention Group [ State Fund [ Other Method Allowed-Specify ! 1 Vill. ENY/RONmENTAL SITE IxFOAMATION 'ihfs idonw*0 Nvuld be available from local heafth agent,conservation Commission,or plsrulln�departrlle<tt. I-Tank site boated in wellhead protection area Yes • =No X•.tlnlin"n P_Tank akQ roosted In surfaoo drinking water supply prolootlon aroa Yes : -NO X.Uidumn 3.Tank efts located wittlln 100 feet of a wetland Yes No X•W.Mrrlown 4.Tank site located within 300 feet of a stream or water body •Yes No X Ur*mmn IX,. PgamPTtON OF SYORAGE TANKS AND PIPING (fie FOR Low TAW At wits LocAtroH) Ttttnk Weriftalion Number Tank W_-L Tank Ada Tank N*A TW*No.A Tank No...._-_ 1.Tank stalus a.Tank nlfes serial#of known) b.Cutesy M Use s..l 12•r r2.ls Qq r2•rt; �� C.Temporarlty Out of Use(Start gate) d.Petrmememtly OW of Use e.Abi ta= •� AS UST -AST iR4T UST AST tlwatl0 otUon(1maJd:gi�fyr.11 Q _�t _/'9 a bdma dTotal Capedy(01111lons) l$iW& 1- `p VEREIGN CONSULTING December 19,2006 DHL Ground#19392559653 Commonwealth of Massachusetts Department of Environmental Protection-SERO 20 Riverside Drive; w , Lakeville,MA Re: PHASE`V4REME6Y OPERATING STATUS'OPINION REPORT Former,Shell-bran ded Service Stahori -} '_ 590 Iyannough Road Hyannis,Massachusetts.02072 `7 P RTN 4-17651 To Whom It May Concerti u _ 4 On behalf of Motiva-'Enterprises. LLC (Motiva), Sovereign Consulting Inc. (Sovereign) is submitting the attached Phase V Remedy Operating Status Opinion (Phase,V ROS Opinion) Report for the above-referenced disposal site:The Ph4k"V. ROS Opinion report was prepared in x accordance with the-Massachusetts".Contingency Plan (MCP) and�,summariz6 response actions conducted between June 29,2006 through December 19,2006 3 If you have any questions regarding,this submfital,please feel free,to::'contact the undersigned. Sincerely, % r 3 Vt6"ii.t% SOVEREIGN CONSULTING I1VC l' urne Erc;;D.Simpson;P.G.,LSP ason Sherb Project Manager Operations Manager Attachments: Phase V ROS Opinion Report .x . Transmittal Form BWSC 108� 1. { y i yyy cc: With Attachments: t: David Weeks,Motiva Enterprises LLC PMB301 1830 South Road,Unit 24,Wappingers%Falls,NY 12590 Hatem Enterpnses Iyannough"Road,LLCM East Falmouth I iighway Fast Falmouth iVIA.02536 CTown of Barnstable-Health;Division 200 Main Street;I Iyanrus Massachusetts 02601`? Town of Barnstable-Towri Council,387 Main Street,Hyannis,Massachusetts 02601 Sovereign File'EQ872 160o Boston-Providence Highway,Suite 138 • Walpole,MA 0208i• Tel:5o8-404-1866• Fax:5o8-404-1867 Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC108 COMPREHENSIVE RESPONSE ACTION TRANSMITTAL Release Tracking Number FORM$ PHASE 1 COMPLETION STATEMENT 4 - 17651 Pursuant to 310 CMR 40.0484(Subpart D)and 40.0800(Subpart H) A. SITE LOCATION: 1. Site Name:SHELL SERVICE STA 2. Street Address: 1590 IYANOUGH RD 3. City/Town: HYANNIS 4. ZIP Code: 02601-0000 5.UTM Coordinates: a.UTM N: 4613276 ___� b. UTM E: 392615 1 . 6. Check here if a Tier Classification Submittal has been provided to DEP for this disposal site. 0 a. Tier IA ❑ b. Tier IB ❑ c. Tier IC ❑ d. Tier II 7. If applicable,provide the Permit Number: B.THIS FORM IS BEING USED TO: (check all that apply) ❑ 1. Submit a Phase I Completion Statement,pursuant to 310 CMR 40.0484. ❑ 2. Submit a Revised Phase I Completion Statement,pursuant to 310 CMR 40.0484. 3. Submit a Phase II Scope of Work,pursuant to 310 CMR 40.0834. 4. Submit an interim Phase II Report. This report does not satisfy the response action deadline requirements in 310 CMR 40.0500. ® 5.Submit a final Phase II Report and Completion Statement,pursuant to 310 CMR 40.0836. ❑ 6. Submit a Revised Phase II Report and Completion Statement,pursuant to 310 CMR 40.0836. ❑ 7. Submit a Phase III Remedial Action Plan and Completion Statement,pursuant to 310 CMR 40.0862. ❑ 8. Submit a Revised Phase III Remedial Action Plan and Completion Statement,pursuant to 310 CMR 40.0862. ® 9. Submit a Phase IV Remedy Implementation Plan,pursuant to 310 CMR 40.0874. ® 10. Submit a Modified Phase IV Remedy Implementation Plan,pursuant to 310 CMR 40.0874. ❑ 11. Submit an.As-Built Construction Report,pursuant to 310 CMR 40.0875. ❑ 12. Submit a Phase IV Status Report,pursuant to 310 CMR 40.0877. ® 13. Submit a Phase IV Completion Statement, pursuant to 310 CMR 40.0878 and 40.0879. Specify the outcome of Phase IV activities:(check one) ❑ a. Phase V Operation,Maintenance or Monitoring of the Comprehensive Remedial Action is necessary to achieve a Response Action Outcome. b. The requirements of a Class A Response Action Outcome have been met. No additional Operation,Maintenance or ❑ Monitoring is necessary to ensure the integrity of the Response Action Outcome. A completed Response Action Outcome Statement and Report(BWSC104)will be submitted to DEP. c. The requirements of a Class C Response Action Outcome have been met. No additional Operation,Maintenance or ❑ Monitoring is necessary to ensure the integrity of the Response Action Outcome. A completed Response Action Outcome Statement and Report(BWSC104)will be submitted to DEP. d. The requirements of a Class C Response Action Outcome have been met. Further Operation,Maintenance or ❑ Monitoring of the remedial action is necessary to ensure that conditions are maintained and that further progress is made toward a Permanent Solution. A completed Response Action Outcome Statement and Report (BWSC104)will be submitted to DEP.. (All.sections of this transmittal form must be filled out unless otherwise noted above) Revised:2/15/2005 Page 1 of 5 Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC108 COMPREHENSIVE RESPONSE ACTION TRANSMITTAL Release Tracking Number FORM& PHASE I COMPLETION STATEMENT Pursuant to 310 CMR 40.0484(Subpart D)and 40.0800(Subpart H) B.THIS FORM IS BEING USED TO(cunt.): (check all that apply) 14. Submit a Revised Phase IV Completion Statement,pursuant to 310 CMR 40.0878 and 40.0879. ® 15. Submit a Phase V Status Report,pursuant to 310 CMR 40.0892. 16. Submit a Remedial Monitoring Report.(This report can only be submitted through eDEP.) a.Type of Report:(check one) ® i. Initial Report [� ii. Interim Report ® iii. Final Report b.Frequency of Submittal:(check all that apply) Q i. A Remedial Monitoring Report(s)submitted monthly to address an Imminent Hazard. ii. A Remedial Monitoring Report(s)submitted monthly to address a Condition of Substantial Release Migration. ® iii. A Remedial Monitoring Report(s)submitted concurrent with a Status Report. c.Status of Site:(check one) ❑ i. Phase V ii. Remedy Operation Status 0 iii.Class C RAO d. Number of Remedial Systems and/or Monitoring Programs: A separate BWSC108A,CRA Remedial Monitoring Report,must be filled out for each Remedial System and/or Monitoring Program addressed by this transmittal form. ® 17. Submit a Remedy Operation Status,pursuant to 310 CMR 40.0893. 18. Submit a Status Report to maintain a Remedy Operation Status,pursuant to 310 CMR 40.0893(2). ® 19. Submit a Modification of a Remedy Operation Status,pursuant to 310 CMR 40.0893(5). ® 20. Submit a Termination of a Remedy Operation Status,pursuant to 310 CMR 40.0893(6). 21. Submit a Phase V Completion Statement,pursuant to 310 CMR 40.0894. Specify the outcome of Phase V activities: (check one) a. The requirements of a Class A Response Action Outcome have been met. No additional Operation,Maintenance or Monitoring is necessary to ensure the integrity of the Response Action Outcome. A completed Response Action ,Outcome Statement(BWSC104)will be submitted to DEP. b. The requirements of a Class C Response Action Outcome have been met. No additional Operation,Maintenance or Monitorirg is necessary to ensure the integrity of the Response Action Outcome. A completed Response Action Outcome Statement and Report(BWSC104)will be submitted to DEP. c. The requirements of a Class C Response Action Outcome have been met. Further Operation,Maintenance or ❑ Monitoring of the remedial action is necessary to ensure that conditions are maintained and/or that further progress is made toward a Permanent Solution. A completed Response Action Outcome Statement and Report(BWSC104)will be submitted to DEP. 22. Submit a Revised Phase V Completion Statement,pursuant to 310 CMR 40.0894. 23. Submit a Post-Class C Response Action Outcome Status Report,pursuant to 310 CMR 40.0898. (All sections of this transmittal form must be filled out unless otherwise noted above) Revised: 2/15/2005 Page 2 of 5 � t Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC108 COMPREHENSIVE RESPONSE ACTION TRANSMITTAL Release Tracking Number FORM& PHASE 1 COMPLETION STATEMENT Pursuant to 310 CMR 40.0484(Subpart D)and 40.0800(Subpart H) C. LSP SIGNATURE AND STAMP: I attest under the pains and penalties of perjury that I have personally examined and am familiar with this transmittal form, including any and all documents accompanying this submittal. In my professional opinion and judgment based upon application of(i)the standard of care in 309 CMR 4.02(1),(ii)the applicable provisions of 309 CMR 4.02(2)and(3),and 309 CMR 4.03(2),and (iii)the provisions of 309 CMR 4.03(3),to the best of my knowledge,information and belief, > if Section B indicates that a Phase 1,Phase 11,Phase Ill,Phase IV or Phase V Completion Statement is being submitted,the response action(s)that is(are)the subject of this submittal(i)has(have)been developed and implemented in accordance with the applicable provisions of M.G.L.c.21E and 310 CMR 40.0000,(ii)is(are)appropriate and reasonable to accomplish the purposes of such response action(s)as set forth in the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000,and(iii) comply(ies)with the identified provisions of all orders,permits,and approvals identified in this submittal; > if Section B indicates that a Phase H Scope of Work or a Phase IV Remedy Implementation Plan is being submitted,the response action(s)that is(are)the subject of this submittal(i)has(have)been developed in accordance with the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000,(ii)is(are)appropriate and reasonable to accomplish the purposes of such response action(s)as set forth in the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000,and(iii)comply(ies)with the identified provisions of all orders,permits,and approvals identified in this submittal; > if Section B indicates that an As-Built Construction Report,a Remedy Operation Status,a Phase IV,Phase V or Post-Class C RAO Status Report,a Status Report to Maintain a Remedy Operation Status and/or a Remedial Monitoring Report is being submitted,the response action(s)that is(are)the subject of this submittal(i)is(are)being implemented in accordance with the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000,(ii)is(are)appropriate and reasonable to accomplish the purposes of such response action(s)as set forth in the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000,and(iii)comply(ies) with the identified provisions of all orders,permits,and approvals identified in this submittal. I am aware that significant penalties may result, including, but not limited to,possible fines and imprisonment,if I submit information which I know to be false,inaccurate or materially incomplete. 1. LSP# 8f8 ' 2. First Name: 3. Last Name. 4. Telephone: 5. Ext.: MM 6. FAX. 7. Signature: 8. Date: 9.LSP Stamp: Q (mm/dd/yyyy) lC1`tl ` is. "al; Revised: 2/15/2005 Page 3 of 5 f I � Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC108 COMPREHENSIVE RESPONSE ACTION TRANSMITTAL Release Tracking Number FORM& PHASE I COMPLETION STATEMENT ¢ - � f I'll.., F Pursuant to 310 CMR 40.0484(Subpart D)and 40.0800(Subpart H) D. PERSON UNDERTAKING RESPONSE ACTIONS: 1. Check all that apply: ® a.change in contact name b.change of address c. change in the personundertaking response actions 2. Name of Organization: MOTIVA ENTERPRISES LLC 3. Contact First Name: DAVID 4.Last Name: WEEKS 5. Street: PMB 301 1830 SOUTH RD UNIT 24 6.Title: SR ENVIRONMENTAL ENG 7. City/fown: WAPPINGERS FALLS 8. State: NY 9. ZIP Code: 12590-0000 10. Telephone: 8454625225 11.Ext.: 12. FAX: E. RELATIONSHIP TO SITE OF PERSON UNDERTAKING RESPONSE ACTIONS: �✓ 1. RP or PRP ❑ a. Owner b. Operator c. Generator d. Transporter © e. Other RP or PRP Specify: PRP GENERIC OR NON-SPECIFIED 2. Fiduciary,Secured Lender or Municipality with Exempt Status(as defined by M.G.L.c.21 E,s.2) 3. Agency or Public Utility on a Right of Way(as defined by M.G.L.c.21 E,s.50)) ® 4. Any Other Person Undertaking Response Actions Specify Relationship: F. REQUIRED ATTACHMENT AND SUBMITTALS: 1. Check here if the Response Action(s)on which this opinion is based, if any,are(were)subject to any order(s), permit(s) ® and/or approval(s)issued by DEP or EPA. If the box is checked,you MUST attach a statement identifying the applicable provisions thereof. ✓ 2. Check here to certify that the Chief Municipal Officer and the Local Board of Health have been notified of the submittal of any Phase Reports to DEP. 3. Check here to certify that the Chief Municipal Officer and the Local Board of Health have been notified of the availability of a' ® Phase III Remedial Action Plan. ® 4. Check here to certify that the Chief Municipal Officer and the Local Board of Health have been notified of the availability of a Phase IV Remedy Implementation Plan. . E5. Check here to certify that the Chief Municipal Officer and the Local Board of Health have been notified of any field work involving the implementation of a Phase IV Remedial Action. 6. If submitting a Modification of a Remedy Operation Status,check here to certify that a statement detailing the compliance history,as per 310 CMR 40.0893(5),for the person making this submittal is attached. ® 7.- If submitting a Modification of a Remedy Operation Status,check here to certify that written consent of the person who submitted the Remedy Operation Status submittal,as per 310 CMR 40.0893(5),is attached. ® 8. Check here if any non-updatable information provided on this form is incorrect,e.g.Site Name. Send corrections to the DEP Regional Office. 9. Check hereto certify that the LSP Opinion containing the material facts,data,and other information is attached. Revised:-2/15/2005 Page 4 of 5 r Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC108 COMPREHENSIVE RESPONSE ACTION TRANSMITTAL Release Tracking Number FORM& PHASE I COMPLETION STATEMENT RA � Pursuant to 310 CMR 40.0484(Subpart D)and 40.0800(Subpart H) G. CERTIFICATION OF PERSON UNDERTAKING RESPONSE ACTIONS: 1. I,DAVID WEEKS ,attest under the pains and penalties of perjury(i)that I have personally examined and am familiar with the information contained in this submittal,including any and all documents accompanying this transmittal form,(ii)that,based on my inquiry of those individuals immediately responsible for obtaining the information,the material information contained in this submittal is,to the best of my knowledge and belief,true,accurate and complete,and(iii) that I am fully authorized to make this attestation on behalf of the entity legally responsible for this submittal. 1/the person or entity on whose behalf this submittal is made am/is aware that there are significant penalties,including,but not limited to, possible fines and imprisonment,for willfully submitting false,inaccurate,or incomplete information. 2. By. AVip>WEEFCS �� x `,� 3. Title: SR ENVIRONMENTAL ENG Signature 4. For: MOTIVA ENTERPRISES LLC 1 5. Date: 12/22/2006 (Name of person or entity recorded in Section D) (mm/dd/yyyy) ® 6. Check here if the address of the person providing certification is different from address recorded in Section D. 7. Street: I 8. City/Town: 9. State: 10. ZIP Code: 11. Telephone: 12.Ext.: 13. FAX: YOU ARE SUBJECT TO AN ANNUAL COMPLIANCE ASSURANCE FEE OF UP TO$10,000 PER BILLABLE YEAR FOR THIS DISPOSAL SITE. YOU MUST LEGIBLY COMPLETE ALL RELEVANT SECTIONS OF THIS FORM OR DEP MAY RETURN THE DOCUMENT AS INCOMPLETE. IF YOU SUBMIT AN INCOMPLETE FORM,YOU MAY BE PENALIZED FOR MISSING A REQUIRED DEADLINE. Date Stamp(DEP USE ONLY:) Received by DEP on 12/22/2006 1:01:11 PM Revised: 2/15/2005 Page 5 of 5 �,.Z1 COMMONWEALTH OF MASSACHU'SETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION FEB 0 12005 'TITLE 5 nEA�_-rH Dr��-�. OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: 01 PARCE1, Tom- I n M • 1 Owner's Name: J 0 Owner's Address: Date of Inspection: , Name of Inspectorsplease print) ' Company Name: Y1r lo,� �1Jw►�w► Mailing Address: . 0 t � a Oa664` Telephone Number: yc' :�s —�775— i3 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: ►/ Passes Conditionally Passes Needs Further Evaluation by the Local Approving Authority Fails Inspector's Signature: Date:-` , O �2aas The system inspector shall submit a copy of�Ispection report to the Approving Authority(Board of Health.or DEP)within 30 days of completing this inspection.If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP.The original should be sent to the system owner and copies sent to the buyer,if applicable,and the approving authority. Notes and Comments p 0 �O�lne� '�a�'tF►e cv t-rS llyzo,r ,�' ����� ` ly b5- �- Cove-rs oGA D �Arh�-e. 'W report only describes conditions at the time of inspection and under the conditions of use at that time.T i inspection does not address how the system will perform in the future under the same or different condit! ►of use. Title 5 >ectionform 6/15/2000 page I Page 2,0f 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: r��17� •►�c,rtrn,�. t�-��,,(l Owner: J mc, Date of Inspects Inspection Summary:.Check A,B,C,D or E/ALWAYS complete all of Section D A. Sy�st m Passes: ►' I have not found an informatio n on which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist.Any failure criteria not evaluated are indicated below. Comments: $ System Conditionally Passes: `AOne or more system components as described in the"Conditional Pass"section need to be replaced or repaired.- a system,upon completion of the replacement or repair,as approved by the Board of Health,will pass: Answer yes,no or t determined(Y,N,ND)in the for the following statements.If"not determined"please explain. The septic tank is meta d over 20 years old*or the septic tank(whether metal or not)is structurally unsound,exhibits substantial in t tion or exfiltration or tank failure is imminent.System will pass inspection if the existing tank is replaced with a comp ' g septic tank as approved by the Board of Health. 'A metal septic tank will pass inspectio it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years d is available. ND explain: Observation of sewage backup or break out or hi tatic water level in the distribution box due to broken or obstructed pipe(s)or due to a broken,settled or uneven distrt tion box.System will pass inspection if(with approval of Board of Health): broken pipe(s)are replaced obstruction is removed distribution box is leveled or replace ND explain: The system required pumping more than 4 times a year due to broken or obstruc pipe(s).The system will pass`:inspection if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed . ND )lain: 2 i Page 3 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSME 1 S SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORIV, PART A CERTIFICATION(continued) Property Address: 6 Owner•, cS a Date of Inspection: 10r�S C. urther Evaluation is Required by the Board of Health; C ditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to otect public health,safety or the environment. 1. System wi pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is no unctioning in a manner which will protect public health,safety and the environment: _ Cesspool or p 'ry is within 50 feet of a surface water — Cesspool or pri is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board o ealth(and Public Water Supplier,if any)determines that the system is functioning in a manner that pr ects the public health,safety and environment: _ The system has a septic tank and soil ab rption system(SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface w r supply. — The system has a septic tank and SAS and the S is within a Zone 1 of a public water supply. _ The system has a septic tank and SAS and the SAS is ithin 50 feet of a private water supply well. _ The system has a septic tank and SAS and the SAS is less t n 100 feet but 50 feet or more from a private water supply well".Method used to determine distance "This system passes if the well water analysis,performed at a DEP ce ' ►ed laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from ollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than pm,provided that no other failure criteria are triggered.A copy of the analysis must be attached to this form. I. Other: 3 r Page 4 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENT: SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: Owner: Date of Inspectio D >o 3- D. System Failure Criteria applicable to all systems: You must indicate"yes"or"no"to each of the following for all inspections: Yes No X Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool X Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool X Liquid depth in cesspool is less than 6"below invert or available volume is less than day flow �C Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).Number of times pumped Any portion of the SAS,cesspool or privy is below high ground water elevation. Ne Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. �K Any portion of a cesspool or privy is within a Zone 1 of a public well. _ >C Any portion of a cesspool or privy is within 50 feet of a private water supply well. 1e Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered.A copy of the analysis must be attached to this form.] (Yes/No)The system fails.I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E. a Systems: To be con ' ered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd• You must indicate et "yes"or"no to each of the following: (The following criteria app o large systems in addition to the criteria above) yes no the system is within 400 feet of a face drinking water supply _ the system is within 200 feet of a tributary. surface drinking water supply the system is located in a nitrogen sensitive area(Inte Wellhead Protection Area—I WPA)or a mapped Zone II of a public water supply well If you have answered"yes"to any question in Section E the system is considere ignificant threat,or answered "yes"in Section D above the large system has failed.The owner or operator of any lar stem considered a significant threat under Section E or failed under Section D shall upgrade the system in acco ce with 310 CMR 15.304.The system owner should contact the appropriate regional office of the Department. 4 f Page 5 of I I ' OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSM. TS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FOR] PART B CHECKLIST Property Address: -1 C 4 Owner. Date of Inspec ' 0�5 Check if the following have been done.You must indicate"yes"or"no"as to each of the following: Yes/ No 1/ _, Pumping information was provided by the owner,occupant,or Board of Health / _ Y Were any of the system components pumped out in the previous two weeks? i/Has the system received normal flows in the previous two week period? Have large volumes of water been introduced to the system recently or as part of this inspection? Were as built plans of the system obtained and examined?(If they were not available note as N/A) _ Was the facility or dwelling inspected for signs of sewage back up? Was the site inspected for signs of break out? — Were all system components,excluding the SAS, located on site? (/ _ Were the septic tank manholes uncovered,opened,and the interior of the tank inspected for the condition of the affles or tees,material of construction,dimensions,depth of liquid,depth of sludge and depth of scum? (� Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System(SAS)on the site has been determined based on: Yew no Existing information.For example,a plan at the Board of Health. Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable)(310 CMR 15.302(3)(b)] C rage 6 of I I OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: ��la gic'� Owner: Date of Inspectio . OW CONDITIONS RESIDENTIAL Number of bedrooms(design): Number of bedrooms(actual): DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms): Number of current residents: Does residence have a garbage grinder(yes or no):— Is laundry on a separate sewage system(yes or no):_ [if yes separate inspection required] Laundry system inspected(yes or no):, Seasonal use:(yes or no):_ Water meter readings,if available(last 2 years usage(gpd)): Sump pump(yes or no):_ Last date of occupancy: COMMERCIAIAINDUSTRIAL Type of establishment: csL �10'j Design flow(based on 310 CMA 15.203): g50 gpd Basis of design flow(seats!persons/sgft,etc.): la yS� Grease trap present(yes or no):AD Industrial waste holding tank present(yes or no): Non-sanitary waste discharged to the Title 5 system(yes or no): Water meter readings,if available: VI ter W 5.C_ Last date of occupancy/use: OTHER(describe): A G l (_ osC_CQor e S Pumping Records GENERAL INFORMATION Source of information: (4 Was system pumped as part of the inspection(yes or no): If yes,volume pumped: gallons--How was quantity pumped determined? Reason for pumping: TYPE OF SYSTEM ,V Septic tank,d .hou,soi —Single cesspool m ,�-c� (�Ss�o�� + I �- Overflow cesspool V Privy _Shared system(yes or no)(if yes,attach previous inspection records,if any) _Innovative/Alternative technology.Attach a copy of the current operation and maintenance contract(to be obtained from system owner) _Tight tank Attach a copy of the DEP approval Other(describe): Approximate age of all components,date installed(if known)and source of information: kkk Were sewage odors detected when arriving at the site(yes or no):N 6 z ._ Page 7 of 1 I OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: CAri �� Owner: Date of Inspecti • �C7 BUILDING SEWER(locate on site plan) 77// 11 Depth below grade: 3b Materials of construction:,1cast iron _40 PVC_other(explain): Distance from private water supply well or suction line: Comments(on condition of joints,venting,evidence of leakage,etc.): SEPTIC TANK: (locate on site plan) If Depth below grade: Material of construction:.)( concrete_metal_fiberglass_polyethylene _other(explain) If tank is metal list age:_ Is age confirmed by a Certificate of Compliance(yes or no):_(attach a copy of certificate) Dimensions: &"nr� Sludge depth: X!a l% 11 Distance from top of qudge to bottom of outlet tee or baffle: Scum thickness: O " >> Distance from top d7scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffler flow were dimensions determined: �,g�e :t ��.� Comments(on pumping recommendations,inlet nd outlet tee or ba condition,structural integrity,liquid levels as related to outlet invert,evidence of leaks a etc.): L 15 GREASE TRAP:,(locate on site plan) Depth �con . Material ofcrete metal fiberglass_j)otyethylene_other (explain): — Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or ba Distance from bottom of scum to bottom of outlet tee or ba Date of last pumping: Comments(on pumping recommendations,inlet and outlet tee or baffle con i tructural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): 7 I . Page 8 of 1 l OFFICIAL INSPECTION FORN1-NOT FOR VOLUNTARY ASSESSpdENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: Owner: Date of Inspection: TI T or HOLDING TANK: (tank must be pumped at time of inspection)(locate on site plan) Depth bel grade: Material of co truction: concrete metal fiberglass__polyethylene other(explain): Dimensions: Capacity: allons Design Flow: allons/day Alarm present(yes or no): Alarm level: Alarm in w g order(yes or no): Date of last pumping: Comments(condition of alarm and floats itches,etc.): DISTRIBUTION BOX: (if present must be opene ocate on site plan) Depth of liquid level above outlet invert: Comments(note if box is level and distribution to outlets equal,any idence of solids carryover,any evidence of leakage into or out of box,etc.): PUMP CHAMBER: (locate on site plan) Pumps in working order(yes or no): Alarms in working order(yes or no): Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): ti _ s g Page 9 of I 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address:_3 o 1'4�j p �Ilk Owner: Date of Inspe � SOIL ABSORPTION SYSTEM(SAS): (locate on site plan,excavation not required) If SAS not located explain why: Type w V leaching pits,number: leaching chambers,number: leaching galleries,number: leaching trenches,number,length: Z0eaching fields,number,dimensions: verflow cesspool,number: innovative/alternative system Type/name of technology: Comments(note condition of soil,signs of hydraulic failure,level of ponding,damp soil,condition of vegetation, etc.): i CESSPOOLS: (cesspool must be pumped as part of inspection)(locate on site plan) Numbe d configuration: Depth—top liquid to inlet invert: Depth of solids r. Depth of scum layer: Dimensions of cesspool: � Materials of construction: Indication of groundwater inflow or no): Comments(note condition of soil,sign hydraulic failure, level of ponding,condition of vegetation,etc.): PRIVY: (locate on site plan) Materials of construction: Dimensions: Depth of solids: Comments(note condition of soil,signs of hydraulic failure,level of ponding,conditi of vegetation,etc.): 9 Page 10 of l 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: Owner: Date of Irspu ctaL :: r� .a � c 1; � SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks.Locate all wells within 100 feet. Locate where public water supply enters the building. G ' . 17 X � I x 0ju �7 100 O v crc-6� �oq I x 3 Icam` cl-�ssfW` C7 _ O , 10 Page 11 of 1 i OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: Gcio " a, 1 Owner: Date of Inspec SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water )j.3 feet _U o to✓ Please indicate(check)all.methods used to determine the high ground water elevation: Obtained from system design plans on record-if checked,date of design plan reviewed: Observed site(abutting property/observation hole within 150 feet of SAS) Checked with local Board of Health-explain: Checked with local excavators,installers-(attach documentation) Accessed USGS database-explain: You must describe how you established the high ground water elevation: .. 11 a4 SOVERE16N CONSULTING INC . December 19,2006 Town of Barnstable-Health Division 200 Main Street, Hyannis,Massachusetts 02601 Town of Barnstable-Town Council 387 Main Street Hyannis,Massachusetts 02601 Re: Availability of Phase V Remedy Operating Status (PhaselV ROS) Opinion Former Shell-Branded Service Station - 590 Iyannough Road Hyannis,Massachusetts 02072 MassDEP RTN 4-17651 To Whom It May Concern: In accordance with 310 CMR 40.1403, this letter is to notify you of the availability of the Phase V Remedy Operating Status (Phase V ROS) Opinion for the above-referenced location. This Phase V ROS Opinion documents planned response activities associated with RTN 4-17651. Ongoing response activities will include sampling of the groundwater in/around the station.facility in January and April of 2007 and submission of a Phase V Inspection and Monitoring Report in June 2007. A copy of this report may be obtained at the Massachusetts Department of Environmental Protection Southeast Regional Office in Lakeville, Massachusetts. If you have any questions please call the undersigned at(508)'404-1866. Sincerely, SOVEREIGN CONSULTING INC. Jason E.Sherburne Eric. D Simpson,P.G.,LSP Project Manager Operations Manager cc: With Attachments: . David Weeks,-Motiva Enterprises LLC,PMB 3011830 South Road,Unit 24,Wappingers Falls,&Y112590 MassDEP-SERO t s{ Sovereign File-EQ872 :. N M 1600 Boston-Providence Highway,Suite 138 • Walpole,MA 02081• Tel:5o8-404-1866• Fax:5o8-404-1867 `S( KLEIN FELDER Employee-owned Waybill#29077887753 December 13,2005 Massachusetts Department of Environmental Protection Southeast Regional Office Bureau of Waste Site Cleanup 20 Riverside Drive Lakeville,MA 02347 Re: Phase II—Comprehensive Site Assessment,Phase III—Remedial Action Plan, Phase IV—Remedy Implementation Plan,Phase IV—Final Inspection Report,and Phase IV Completion Statement Former Shell-Branded Service Station#137772 590Iyannough Road Hyannis,Massachusetts MA DEP RTN 4-17651 Tier IC Permit#W046008 To Whom It May Concern: On behalf of Motiva Enterprises LLC(Motiva),GSCIKleinfelder has prepared the enclosed Phase II—Comprehensive Site Assessment,Phase III-Remedial Action Plan,Phase IV—Remedy Implementation Plan,Phase IV—Final Inspection Report,and Phase IV Completion Statement as well as executed BWSC form 108 for response actions conducted at the above referenced location. The contact at Motiva responsible for overseeing the response actions associated with this site is Mr.David B.Weeks, PMB 301, 1830 South Road,Unit 24,Wappingers Falls,New York 12590;(845)462-5225. The attached documents have been prepared under the direction of Licensed Site Professional(LSP)Mr.Scott K.Parker(LSP#9969)of Parker Environmental Corporation of Clinton,Massachusetts. By copy of this letter the Chief Municipal Officer and Board of Health have been notified of the submittal of the Phase II,Phase III,and Phase IV Reports. N Please contact the undersigned or Mr.David B.Weeks of Shell Oil Products US(SOPUS)at(845)-4 2-5225�h any questions. C" C=) M Sincerely, n GSCKleinfelder cn Eric Moira S.Johnson o M Proje ager Project Manager cc: Mr.-David Weeks,SOPUS,PMB 301, 1830 South Road,Unit 24,Wappingers Falls,NY 12590 Mr.John Klimm,Hyannis Town Administrator,367 Main-Street,_Hyannis,_MA Q2601 (w/o attachments) Mr.Thomas McKean;HyannisBoard of Health,200 Main-Street,rHyannis,_MA 02` 601 (w/o attachments) Mr Johnny=Hatem HatemyEnterprises Iyannough Road,LLC,94 East Falmouth Highway,East Falmouth, MA 02536 _ Mr.Scott Parker,Parker Environmental Corporation,PO Box 583 Clinton MA 01510 Ref.#020811_Rpt_Phase II-III-IV 12-05 KHINFELDER 30 Porter Road, Littleton, MA 01460 i800' -??-8740 toll free i9781 486-0060 phone i978: 486-06 0 fax Barnstable Assessing Search Results Page 1 of 2 ! Home: Departments:Assessors Division: Property Assessment Search Results New Search 6" � ` :New Interactive Maps » Owner: 2006 Assessed Values: HATEM ENT IYANNOUGH ROAD, (►� LLC J\ 590 IYANNOUGH Appraised Value Assessed Value ROAD/ROUTE132 Map/Parcel/Parcel Extension Building Value: $ 102,700 $ 102,700 311 /017/ � n ,� �Extra Features: $0 $0 Outbuildings: $ 19,900 $ 19,900 ` Mailing Address nL$nd Value: $443,300 $443,300 EM ENT IYANNOUGH R' HATOAD, /� O (�( (�J LLC V U°'`., Totals $565,900 $565,900 94 E FALMOUTH HGWY E FALMOUTH, MA.02536 ��n e ANf 2006 REAL ESTATE Tax Information: Tax Rates: (per$1,000 of valuation) Community Preservation Act Tax $ 111.03 Fire District Rates Town Barnstable-Residential $1.90 $6.31 Barnstable-Commercial $2.51 Commei Hyannis FD Tax(Commercial) $ 1,414.75 C.O.M.M. -All Classes $1.06 $6.54 Cotuit FD-All Classes $1.33 Persona Town Tax(Commercial) $3,700.99 Hyannis-Residential $1.61 $6.49 Hyannis-Commercial $2.50 Other R; W Barnstable-Residential $1.60 Commur W Barnstable-Commercial $2.46 Total: $5,226.77 Construction Details Property Sketch Legend Building Building value $ 102,700 Interior Floors Concr Finished Style Sery Sta 2-bay Interior Walls Minimum Model Sery Station Heat Fuel Oil Grade Average Heat Type Hot Air-No Duc Stories 1 AC Type None http://www.town.bamstable.ma.us/assessing/assess06/displayparcelO6map.asp?mappar=31... 1/22/2007 Barnstable Assessing Search Results Page 2 of 2 Exterior Walls Brick/Masonry Bedrooms 01 Roof Structure Gable/Hip Bathrooms 0 Full Roof Cover Asph/F GIs/Cmp living area 1536 f� � 33�333j i�3 33�3� Replacement Cost $142664 Year Built 1955 f Depreciation 28 Total Rooms 3 J3 3�i33�13�i . Land CODE 3340 Lot Size(Acres) 0.48 3 Appraised Value $443,300 j: f Assessed Value $443,300 a� z View Interactive Maps Sales History: Owner: Sale Date Book/Page: Sale Price: HATEM ENT IYANNOUGH ROAD, LLC Dec 9 2004 12:OOAM C175290 $526,000 MOTIVA ENTERPRISES LLC May 13 1999 12:OOAM C153107 $243,300 SHELL OIL COMPANY Dec 15 1985 12:OOAM C104498 $ 168,431 ATLANTIC-RICHFIELCO, C77291 $0 Extra Building Features Code Description Units/SQ ft Appraised Value Assessed Value CNP2 GOOD QUALITY 1500 $ 11,300 $ 11,300 PAV1 PAVING-ASPHALT 19000 $8,600 $8,600 Property Sketch Legend BAS First Floor, Living Area FST Utility Area(Finished Interior) UAT Attic Area(Unfinished) BMT Basement Area (Unfinished) FTS Third Story Living Area (Finished) UHS Half Story(Unfinished) CAN Canopy FUS Second Story Living Area UST Utility Area (Unfinished) (Finished) FAT Attic Area (Finished) GAR Garage UTQ Three Quarters Story (Unfinished) FCP Carport GRN Greenhouse UUA Unfinished Utility Attic FEP Enclosed Porch PTO Patio. UUS Full Upper 2nd Story (Unfinished) FHS Half Story(Finished) SFB Semi Finished Living Area WDK Wood Deck FOP Open or Screened in Porch TQS Three Quarters Story(Finished) http://www.town.bamstable.ma.us/assessing/assess06/displayparcelO6map.asp?mappar=31... 1/22/2007 Town of Barnstable Geographic Information System January 22, 2007 „ a 0 k 311013 z 311014 a _ it 5a3 "T\ 4 �&FW1 y s � 31102 001 71 :., 'vI r a � 044�11 � � DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:311 Parcel:017 boundary determination or regulatory interpretation. Enlargements beyond a scale of Selected Parcel 1"=100'may not meet established map accuracy standards. The parcel lines on this map - Owner.HATEM ENT IYANNOUGH ROAD, Total Assessed Value:$565900 ' . are only graphic representations of Assessor's tax parcels. They are not true property Co Owner: Acreage:0.48 acres Abutters boundaries and do not represent accurate relationships to physical features on the map Location:590 IYANNOUGH such as building locations. ROAD/ROUTE132 Buffer r7 ly "TownofBarnstablenOt �n dMap/Parcel 311017 1 irr r� Health Department tialthSystem y TankNbr 01 talle g Nbr 00890 Insd 01/01/1987 Location B r� ' ' Test Notification Date ' �� d �rv,�✓fir � � r� � Status Date„ � �,�, ,� 'Removal°NotificatronD'ate 01/22/2007 e ,F r r Test: 3 03/12/1998I� A i r Removal'. IA I r Sep ` r FuelStored rG el Ira Reason k s r r �� r 4 , ,� r Capacity Construction LeDete tion Cathod�cDetection Storage Tank i� nfor 012000 AM1,ion alrDetailsT TEST#1 5Pik /4/95 rc ri _ gg "011 g ys o L�`� -tD 4-crit 7 4 x FmdMa !Parcel 311017 � P �� a Health Departm7� alth System Ou p 311017 1`• TarokNbr 02 Tag Nb 00891 Installed 01/01/1987 ^LocationB i T2st NOtlfiCaf On Date Status a 'Date Removal Motet f anon Date 01/22/2007 W 03/12/1998 Nest: 3 � � �V � y ban o �. A d n IV Rginftv IF Fu SY roro etl Fuel"5#orage Reason B q Capacity Construction Le Detec on Cathodic Detection Storage TEanklnfo < Additional�petatls�� r TEST#1 5/4/95 x Add C hange Record: 1141C&4� J/'-V`13 4LICS� �15 -J�C,� 1 Town`of FirdMap/Parcel 311017 V Health Department HealthrSatem MA Map/Parcel. 311017 TankNbr03 TagNb 00892 € Installed, 05/01/1987 Location B (� r r _ aY sN•a �i € r+ d r rsa - r i !° rxoamb A tY' Ci4zv`i S TestNotrfwabon pates Status a ... Removal Notification Date. Test 3 - 03/12/1998 k °�, i bandon �Ys `�y / emoval: k %may f � / Fuel Stored , ",,,'Fuel Alorage,Reaspn �r n ` Cathotlrc D t ction��. Capacity Construction Le k pets ton I St �Tank Info' 012000 md'itid al®etails TEST#1 5/4/95 Chan�e Records 9 z 1 VOW I J �o (XV7) wed ��5 -TL; I . Y wn of To Barnstable ON Fmd Map/Parcels 311017 E � �� Health Department HeAlth System r ' , � ,NoticaioangDate " z F 6 �' ca taa gbr S,ankNbr 04 4, msOd_ fitf " Status Dates r 4, Removal Notificat€on Date" 5 09/16/1994 \3��• Test y ri r rraibantlOn 3., C d fa ^..; _,_, Z� emovat � � " 01/01/1986 fix- Jt ON >r112�1O �/anahce r � r Fuel Stored, :FO l Fuel Storage Reason O - x Capacity Construction Leak Detection Cathodic Detection $torageTanknfog000500 � SS Addi FIRE r p Add A Change Records€. ! f'f/% A stab yFind Map%Par e( 311017y Town ofBarnle q / Fiealth�Department H alth System � � `� c a r r %MaplParcel 311017 �� ORO � � Tank brf 06 T g Nbr 00000 Installed% 01/01/1986 Location `` �fcss z ME « s „ ; Test Notificato�nDate sa �: Status Date / 'Remo�al�Notifica"tion Date 01/22/2007 � T t F / Abandon- i�ffioemoual v r ✓l/ ,; // Fuel Stored I Fuel�Storage Reason °� �Capacity Constructron ' Leak Detection Cathodic Detection StoragTank Info 000500 �� FG $ „ �r= ~Additional Details': HAS ELECT.MONITERING � ' r Add Change Record?E 77 of Ba. � � Fmd Map/Parcel°N 311017 a Town rnstable ' h'Depa en Sys ` m t alt rt Health tem MaplParcl 311017 `\ \ Tank,Nbr .07 ' '`T g Nbr,; 00000 I stalled '`� 01/01/1986Lo�--wL cation ' ' ra s MA TestNotficat�on D e '� Status Date " �Remou�l Notification Date 01/22/2007 Nest:' r I — b 04/10/1996 41 .m y a Abandon rf. r0* �vanance; (r ,� 4a Fuel Stored' �W— Fuel Storage Reason ' �y � Capacity Construction 3 Leak Detection Cathotlic Detection Storage Tank Info 000550 DFTA ry Additional petailsF � FIBER GLASS DBL WALLED/ELEC MO e _ Add Change Recor�d� � � � �� G ju Est �vog �7t D �emova� �Ilo Geologic Services Waybill#23983811655 Corporation December 2, 2004 science,engineering&technology Massachusetts Department of Environmental Protection Southeast Regional Office 20 Riverside Drive Lakeville, MA 02347 Re: Release Abatement Measure Completion Report Shell Branded Service Station#137772 590-1yannough Road Hfaan`nis;IVlassachusetts� RTN 4-17651 --- To Whom It May Concern: On behalf of Motiva Enterprises LLC(Motiva),Geologic Services Corporation(GSC)has prepared the attached Release Abatement Measure(RAM)Completion Report and associated Form BWSC-106 for the above referenced site. The original RAM Plan was been prepared in order to appropriately manage impacted soil and groundwater(if encountered)during the scheduled upgrade of the underground storage and dispensing equipment at the referenced site. No remediation waste was generated during the completion of these RAM activities. The Motiva contact responsible for overseeing the response actions associated with this site is Mr. David B. Weeks, PMB 301, 1830 South Road,Unit 24, Wappingers Falls,New York 12590; (845)462-5225. The attached documents have been prepared under the direction of Licensed Site Professional(LSP)Mr. Scott K. Parker(LSP#9969)of GSC. By copy of this letter the Chief Municipal Officer and Board of Health have been notified of the completion of RAM activities at this location. Should you have any questions,please do not hesitate to contact Mr.David B. Weeks of Shell Oil Products U.S. (SOPUS)at(845)462-5225 or the undersigned at(978)568-8740. Sincerely, Geologic Services Corporation OBlakehompson Scott K. Parker, L.S.P. Project Manager Senior Project Manager cc: Mr. David B. Weeks, SOPUS, 1830 South Road,Unit 24, Wappingers Falls,NY 12590 Mr. John Klimm, Hyannis Town Administrator, 367 Main Street,Hyannis, MA 02601 I(Mr. Thomas Mckean, Hyannis Board of Health, 200 Main Street, Hyannis, MA 02601 Mr. Robert H. Ament, Esquire, Ament&Ament, 39 Town Hall Square, Falmouth, MA 02540 Mr. Gregory Grimes,Kirkpatrick&Lockhart LLP, 75 State Street,Boston, MA 02109 Enclosures: Ref. #020811 D_Rpt_SR Ram Completion 12-04 Providing Environmental Management Solutions to Business and Industry Since 1982 A 100% Employee-Owned ESOP Company 15 Bonazzoli Avenue• Hudson, MA 01749 • Tel: 978.568.8740 1 800.522.8740 • Fax: 978.568.9316 www.gsc-global.com Massachusetts Department of Environmental Protection gWSC'I Q6 Bureau of Waste Site Cleanup RELEASE ABATEMENT MEASURE (RAM) Release Tracking Number TRANSMITTAL FORM 4❑ - 17651 Pursuant to 310 CMR 40.0444-0446(Subpart D) A. SITE LOCATION: 1. Site Name/Location Aid: Shell Branded Service Station #137772 2. street Address: 590 lyannough Road 3. City/Town: Hyannis 4. ZIP Code: 02601 ® 5. Check here if a Tier Classification Submittal has been provided to DEP for this disposal site. ❑ a. Tier IA ❑ b. Tier IB Q c. Tier IC ❑ d. Tier ll 6. If a Tier I Permit has been issued,provide Permit Number: B.THIS FORM IS BEING USED TO: (check all that apply) 1. List Submittal Date of Initial RAM Written Plan(if previously submitted): ❑ 2. Submit an Initial Release Abatement Measure(RAM)Plan. (mm/dd/yyyy) ❑ a. Check here if this RAM Plan received previous oral approval from DEP as a continuation of a Limited Removal Action(LRA). b. List Date of Oral Approval: (mm/dd/yyyy) ❑ 3. Submit a Modified RAM Plan of a previously submitted written RAM Plan. ❑ 4. Submit a RAM Status Report. © 5. Submit a RAM Completion Statement. ❑ 6. Submit a Revised RAM Completion Statement. 7. Provide Additional RTNs: a. Check here if this RAM Submittal covers additional Release Tracking Numbers (RTNs). RTNs that have been ❑ previously linked to a Primary Tier Classified RTN do not need to be listed here. This section is intended to allow a RAM to cover more than one unclassified RTN and not show permanent linkage to a Primary Tier Classified RTN. b. Provide the additional Release Tracking Number(s) ❑ _ ❑ _ covered by this RAM Submittal. (All sections of this transmittal form must be filled out unless otherwise noted above) Revised: 11/04/2003 Page 1 of 6 Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC106 RELEASE ABATEMENT MEASURE (RAM) Release Tracking.Number TRANSMITTAL FORM ® - 17651 Pursuant to 310 CMR 40.0444-0446(Subpart D) i..............L., C. RELEASE OR THREAT OF RELEASE CONDITIONS THAT WARRANT RAM: 1. Identify Media Impacted and Receptors Affected: (check all that apply) ❑ a. Air ❑ b. Basement ❑ c. Critical Exposure Pathway d. Groundwater ❑ e. Residence ❑ f. Paved Surface ❑ g.Private Well ❑ h. Public Water Supply ❑ i. School ❑ j. Sediments ® k. Soil ❑ I. Storm Drain ❑ m. Surface Water ❑ n. Unknown ❑ o. Wetland ❑ p. Zone 2 ❑ q. Others Specify: 2. Identify all sources of the Release or Threat of Release,if known: (check all that apply) ❑ a. Above-ground Storage Tank(AST) ❑ b. Boat/vessel ❑ c. Drums ❑ d. Fuel Tank ❑ e. Pipe/Hose/Line ❑ f. Tanker Truck ❑ g. Transformer ✓❑ h. Under-ground Storage Tank(UST) ❑ I. Vehicle ❑ j. Others Specify: 3. Identify Oils and Hazardous Materials Released: (check all that apply) Q a. Oils ❑ b. Chlorinated Solvents ❑ c.Heavy Metals ❑ d. Others Specify: D. DESCRIPTION OF RESPONSE ACTIONS: (check all that apply,for volumes list cumulative amounts) ❑ 1. Assessment and/or Monitoring Only ❑ 2. Temporary Covers or Caps ❑ 3. Deployment of Absorbent or Containment Materials ❑ 4. Temporary Water Supplies ❑ 5. Structure Venting System ❑ 6. Temporary Evacuation or Relocation of Residents ❑ 7. Product or NAPL Recovery ❑ 8. Fencing and Sign Posting ❑ 9. Groundwater Treatment Systems ❑ 10. Soil Vapor Extraction ❑ 11. Bioremediation ❑ 12. Air Sparging 0 13. Excavation of Contaminated Soils Ela. Re-use, Recycling or Treatment ❑ i.On Site Estimated volume in cubic yards No Remediation waste generated ❑ ii.Off Site Estimated volume in cubic yards iia. Receiving Facility: Town: State: iib.Receiving Facility: Town: State: iii. Describe: I Revised: 11/04/2003 Page 2 of 6 i Massachusetts Department of Environmental Protection BWSC106 Bureau of Waste Site Cleanup RELEASE ABATEMENT MEASURE (RAM) Release Tracking Number TRANSMITTAL FORM ® - 17651 Pursuant to 310 CMR 40.0444-0446(Subpart D) D. DESCRIPTION OF RESPONSE ACTIONS(cunt): (check all that apply,for volumes list cumulative amounts) ❑ b. Store ❑ i.On Site Estimated volume in cubic yards ❑ ii.Off Site Estimated volume in cubic yards iia. Receiving Facility: Town: State: iib. Receiving Facility: Town: State: ❑ c. Landfill ❑ i. Cover Estimated volume in cubic yards Receiving Facility: Town: State: ❑ ii. Disposal Estimated volume in cubic yards Receiving Facility: Town: State: ❑ 14. Removal of Drums, Tanks or Containers: a. Describe Quantity and Amount: b. Receiving Facility: Town: State: c. Receiving Facility: Town: State: ❑ 15. Removal of Other Contaminated Media: a. Specify Type and Volume: b. Receiving Facility: Town: State: c. Receiving Facility: Town: State: ❑ 16. Other Response Actions: Describe: ❑ 17. Use of Innovative Technologies: Describe: Revised: 11/04/2003 Page 3 of 6 Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC106 RELEASE ABATEMENT MEASURE (RAM) Release Tracking Number TRANSMITTAL FORM © - 17651 . Pursuant to 310 CMR 40.0444-0446(Subpart D) E. LSP SIGNATURL73 E AND STAMP: I attest under the pains and penalties of perjury that I have personally examined and am familiar with this transmittal form, including any and all documents accompanying this submittal. In my professional opinion and judgment based upon application of(i)the standard of care in 309 CMR 4.02(1),(ii)the applicable provisions of 309 CMR 4.02(2)and(3),and 309 CMR 4.03(2),and (iii)the provisions of 309 CMR 4.03(3),to the best of my knowledge,information and belief, > if Section 8 of this form indicates that a Release Abatement Measure Plan is being submitted,the response action(s)that is (are)the subject of this submittal(i)has(have)been developed in accordance with the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000,(ii)is(are)appropriate and reasonable to accomplish the purposes of such response action(s)as set forth in the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000 and(iii)comply(ies)with the identified provisions of all orders, permits, and approvals identified in this submittal; > if Section 8 of this form indicates that a Release Abatement Measure Status Report is being submitted, the response action(s)that is(are)the subject of this submittal(i)is(are)being implemented in accordance with the applicable provisions of M.G.L. c.21 E and 310 CMR 40.0000, (ii)is(are)appropriate and reasonable to accomplish the purposes of such response action(s)as set forth in the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000 and(iii)comply(ies)with the identified provisions of all orders,permits,and approvals identified in this submittal; > if Section 8 of this form indicates that a Release Abatement Measure Completion Statement is being submitted,the response action(s)that is(are)the subject of this submittal(i)has(have)been developed and implemented in accordance with the applicable provisions of M.G.L.c. 21 E and 310 CMR 40,0000,(ii)is(are)appropriate and reasonable to accomplish the purposes of such response action(s)as set forth in the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000 and(iii)comply(ies) with the identified provisions of all orders, permits,and approvals identified in this submittal: I am aware that significant penalties may result,including, but not limited to, possible fines and imprisonment, if I submit information which I know to be false,inaccurate or materially incomplete. 1. LSP#: 9969 2. First Name: Scott K. 3. Last Name: Parker 4. Telephone: (978) 568-8740 5. Ext.: 239 6. FAX; 978 568-9316 7. Signatu 8. Date: (mm dd/ ) 9.LSP Stamp: �q ttF VASsf O � Fys srrE Pe°���� Revised: 11/04/2003 Page 4 of 6 Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC106 RELEASE ABATEMENT MEASURE (RAM) Release Tracking Number IL TRANSMITTAL FORM a - 17651 Pursuant to 310 CMR 40.0444-0446(Subpart D) F. PERSON UNDERTAKING RAM: 1. Check all that apply: ❑ a.change in contact name ❑ b.change of address ❑ c. change in the person undertaking response actions 2. Name of Organization: MO.tiva Enterprises LLC 3. Contact First Name: David B. 4.Last Name: Weeks 5. Street: PMB 301, 1830 South Road, Unit 24 6.Title: Sr. Environmental Engineer 7. City/Town: Wappingers Falls 8. State: NY 9. ZIP Code: 10. Telephone: (978) 462-5225 11.Ext.: 12. FAX: 845 462-4999 G. RELATIONSHIP TO RELEASE OR THREAT OF RELEASE OF PERSON UNDERTAKING RAM: © 1. RP or PRP a. Owner ❑ b. Operator ❑ c. Generator ❑ d. Transporter ❑ e. Other RP or PRP Specify: ❑ 2. Fiduciary,Secured Lender or Municipality with Exempt Status(as defined by M.G.L.c.21 E,s.2) ❑ 3. Agency or Public Utility on a Right of Way(as defined by M.G.L.c.21 E,s.50)) ❑ 4. Any Other Person Undertaking RAM Specify Relationship: H.REQUIRED ATTACHMENT AND SUBMITTALS: 1.Check here if any Remediation Waste,generated as a result of this RAM,will be stored,treated,managed,recycled or ❑ reused at the site following submission of the RAM Completion Statement. You must submit a Phase IV Remedy Implementation Plan along with the appropriate transmittal form(BWSC108). 2. Check here if the Response Action(s)on which this opinion is based,if any,are(were)subject to any order(s),permit(s) ❑ and/or approval(s)issued by DEP or EPA. If the box is checked,you MUST attach a statement identifying the applicable provisions thereof. r 3. Check here to certify that the Chief Municipal Officer and the Local Board of Health have been notified of the implementation of a Release Abatement Measure. ❑ 4. Check here if any non-updatable information provided on this form is incorrect,e.g. Release Address/Location Aid. Send corrections to the DEP Regional Office. 5. If a RAM Compliance Fee is required for this RAM,check here to certify that a RAM Compliance Fee was submitted to ❑ DEP,P.O.Box 4062,Boston,MA 02211. 0 6. Check here to certify that the LSP Opinion containing the material facts,data,and other information is attached. Revised: 11/04/2003 Page 5 of 6 ------------------ Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC106 RELEASE ABATEMENT MEASURE RAM Release Tracking Number TRANSMITTAL FORM 4❑ _ 17651 �w��<:.:.<•>.•%.%.•;, Pursuant to 310 CMR 40.0444-0446(Subpart D) I. CERTIFICATION OF PERSON UNDERTAKING RAM: 1. I,David B. Weeks ,attest under the pains and penalties of perjury(i)that I have personally examined and am familiar with the information contained in this submittal,including any and all documents accompanying this transmittal form,(ii)that,based on my inquiry of those individuals immediately responsible for obtaining the information,the material information contained in this submittal is, to the best of my knowledge and belief,true,accurate and complete,and(iii) that I am fully authorized to make this attestation on behalf of the entity legally responsible for this submittal. I/the person or entity on whose behalf this submittal is made am/is aware that there are significant penalties,including,but not limited to, possible fines imprisonment,for willfully submitting false, inaccurate,or incomplete information. 2. By: waz 3. Title: Sr. Environmental Engineer Signature 4. For: Motiva Enterprises LLC 5. Date: Z2 2c>u (Name of person or entity recorded in Section F) (mm/dd/yyy ) 6. Check here if the address of the person providing certification is different from address recorded in Section F. 7. Street: 8. City/Town: 9. State: 10. ZIP Code: 11. Telephone: 12.Ext.: 13. FAX: YOU MUST LEGIBLY COMPLETE ALL RELEVANT SECTIONS OF THIS FORM OR DEP MAY RETURN THE DOCUMENT AS INCOMPLETE. IF YOU SUBMIT AN INCOMPLETE FORM,YOU MAY BE PENALIZED FOR MISSING A REQUIRED DEADLINE. Date Stamp(DEP USE ONLY:) Revised: 11/04/2003 Page 6 of 6 I Geologic Services Corporation science,engineering&technology RELEASE ABATEMENT MEASURE COMPLETION REPORT SHELL BRANDED SERVICE STATION#137772 590 IYANNOUGH ROAD HYANNIS,MASSACHUSETTS RTN 4-17651 December 2004 Prepared by: Prepared for: Geologic Services Corporation Motiva Enterprises LLC 15 Bonazzoli Avenue PMB 301; 1830 South Rd, Unit 24 Hudson, MA 01749 Wappingers Falls,NY 12590 (978) 568-870 (845)462-5225 Project No. 020811D Providing Environmental Management Solutions to Business and Industry Since 1982 A 100% Employee-Owned ESOP Company 15 Bonazzoli Avenue• Hudson, MA 01749 • Tel: 978.568.8740 1 800.522.8740 • Fax: 978.568.9316 www.gsc-global.com f Shell Service Station#137772 Geologic Services Corporation Page 1 Release Abatement Measure Objective On behalf of the property owner,Motiva Enterprises LLC (Motiva), Geologic Services Corporation (GSC) has prepared a Release Abatement Measure (RAM)Completion Report for the Shell-branded Service Station#137772 located at 590 Iyannough Road in Hyannis, Massachusetts. The original RAM Plan was submitted to the Massachusetts Department of Environmental Protection (MA DEP) on September 21, 2004. The objective of the RAM was to appropriately manage,and to the degree required, transport and dispose of impacted soil and groundwater(if encountered)during the scheduled upgrade of underground storage and dispensing equipment at the property. Please refer to Figures 1, 2, 3, and 4 (Attachment A) for illustrations of the subject site and surrounding area. Please refer to Tables 1 and 2 (Attachment B) for a summary of current soil conditions. The contact at Motiva responsible for overseeing the response actions associated with this site is Mr.David B. Weeks,PMB 301, 1830 South Road,Unit 24,Wappingers Falls,New York 12590; (845)462-5225. Background and Regulatory Status In August 1989 Groundwater Technology Inc.,(GTI)prepared a Phase— 1 Limited Site Investigation for Shell Oil Company. The property was listed with the Massachusetts Department of Environmental Protection(MA DEP)on October 15, 1989 as a Location To Be Investigated(LTBI). In April 1990,GTI prepared a Short Term Measure(STM)proposed to manage dissolved petroleum hydrocarbons detected in groundwater beneath the site. The MA DEP issued a Notice of Responsibility(NOR)and Release Tracking Number(RTN)4-793 in August 1990. The NOR approved the STM that GTI proposed in April 1990. GTI submitted a Proposal to Conduct Investigation and Design Activities Prior to Implementation of Short Term Measure Report to the MA DEP in November 1990. The MA DEP approved the proposal and in August 1991 GTI submitted a Results of Investigation and Conceptual Design Activities Prior to Implementation of STM which detailed the completion of the following activities; soil boring and monitoring well installation,pumping well design and installation,groundwater gauging and sampling, slug testing, and soil gas extraction tests. Records pertaining to the period of August 1991 though November 1996 are currently not available. On November 4, 1996,Handex submitted a Class B-1 Response Action Outcome(RAO) Statement identifying a condition of"no significant risk"for RTN 4-793. A Release Notification Form(RNF)was submitted to the MA DEP on February 10,2003, which identified a 120-day notification condition of volatile petroleum hydrocarbons(VPH) fractions detected in groundwater samples at concentrations greater than the Reportable Concentrations(RC)for category GW-1 groundwater. The groundwater samples were collected in accordance with an internal Motiva program to evaluate properties located in potentially sensitive areas. On February 24,2003,the MA DEP was notified of a 72-hour reporting condition for VPH fraction concentrations detected in excess of the applicable RC for category GW-1 groundwater located within 500 feet of two private water supply wells. These wells were discovered during local research completed during baseline environmental site assessment activities at the site. In response to the notification,the MA DEP issued RTN 4-17651 to this release condition. Initial Immediate Response Action(IRA)activities were verbally approved by the MA DEP on February 24,2003 and limited to monitoring and assessment activities. Based upon a phone conversation between Mr. Scott K.Parker of GSC and Mr.Mike Moran of the MA DEP,only one RTN was issued as the 120-day notification condition was over-ridden by the 72- hour notification. i Ref. #020811 D_Rpt_SR Ram Completion 12-04 Shell Service Station#137772 Geologic Services Corporation Page 2 On June 11,2003 a RAM Plan was submitted to the MA DEP. The RAM Plan was prepared for the appropriate management of petroleum impacted soil and/or groundwater encountered during hydraulic lift removal activities. A RAM Completion Report was submitted to the MA DEP on October 7, 2003. Upon review of the in-situ soil sample analytical results, an RNF was submitted to the MA DEP on November 21, 2003 for the detection of C„-C22 aromatic hydrocarbons at concentrations greater than the RC S-1 soil standards. MA DEP subsequently issued RTN 4-18156 in response to this condition. A Phase I—Initial Site Investigation Report,Numerical Ranking System(NRS) Scoresheet,Tier Classification,and IRA Completion Report was submitted to the MA DEP on December 19,2003 for RTN 4-17651. The NRS Scoresheet classified the site as Tier 1C and a Tier I Permit Application was submitted to the MA DEP. A Phase H Scope of Work(SOW)for RTN 4-17651,identifying the installation of soil borings and additional monitoring wells,was submitted in conjunction with the above mentioned reports on December 19,2003. On January 15,2004 a RAM Plan was submitted to the MA DEP for RTN 4-18156. The RAM Plan was prepared for the appropriate management of petroleum impacted soil and/or groundwater encountered during excavation activities. The excavation activities were conducted for the purpose of removing impacted soils identified during the hydraulic lift removal activities during June 2003. A Class A-1 RAO for RTN 4-18156 was submitted to the MA DEP in March 2004. A RAM Plan was submitted to the MA DEP in September 21,2004. The RAM Plan was submitted in order to appropriately manage remediation waste generated during the scheduled upgrade of UST dispensing equipment. This RAM Completion Report is intended to provide a summary of activities completed and complete the RAM. No remediation waste was generated during the completion of these activites. Description of Site Conditions and Surrounding Receptors The subject property is comprised of one parcel of land totaling approximately 20,900 square feet located on the northern side of Iyannough Road(Route 132)and the western side of Hinckley Road in Hyannis, Massachusetts. The property is identified by the Town of Barnstable Assessor's Office as lot number 17 on Map 311. The geographical location of the site is summarized below. Longitude/Latitude 700 17' 22",410 40' 00" Eastin /Northin 392,652/4,613,576 The subject property is currently owned by Motiva and is developed with a retail gasoline station building located near the center of the property. The site location and site features are illustrated on Figures 1 and 2,respectively. The property is currently inactive. Three 12,000-gallon double-walled fiberglass gasoline underground storage tanks(USTs), one 500-gallon double walled fiberglass used oil UST, and one 500-gallon double walled fiberglass fuel oil UST are located on the subject property that have been in use at the property since 1989. No aboveground storage tanks(ASTs)exist on the subject property. Two fuel dispenser islands are located on the southern portion of the property. Municipal potable water and sewer services are supplied via connections in Iyannough Road. Other utilities at the subject property include overhead telephone and electrical services. The majority of the property is covered with either bituminous pavement or reinforced concrete. The northern portion of the subject property is landscaped. Ref. #02081.1D_Rpt_SR Ram Completion 12-04 Shell Service Station#137772 Geologic Services Corporation Page 3 The subject area is zoned for commercial use. Chili's Restaurant, Cape Opticians, Boomer Car Audio/Verizon Wireless, Emerald City Granite Counter Tops,Budget Rent-A-Car, and its associated parking area are located south, southeast, and west of the subject property across Iyannough Road. Wendy's and Pizzeria Uno are located southeast of the subject property across Hinckley Road. New England Tile and a vacant lot abut the property to the northeast and north,respectively. According to the U.S. Geological Survey(USGS)Hyannis Quadrangle,Topographic Map(refer to Figure 1)the closest surface water bodies are two ponds(Fresh Pond and an unnamed pond) located approximately 1,600 feet southwest of the site. There are also two unnamed ponds located approximately 2,100 feet northeast of the subject property. There are no other surface water bodies or wetlands within one-half of a mile of the subject property. According to the Barnstable Water Company,the municipal water supply for the town consists of 11 groundwater supply wells. The subject site is supplied with municipal water. The subject site is located within a MA DEP-approved Wellhead Protection Area(Zone In designated for three active wells located approximately 4,850 feet east by southeast, 5,150 feet east by southeast,and 5,350 feet east southeast of the subject property,respectively. These wells are on the Maher Electric property and are designated as Maher's 1, 2,and 3. A water supply well is located approximately 3,600 feet northeast of the subject property at the Barnstable Municipal Airport. The wells in the vicinity of Mary Dunn Pond(designated Mary Dunn 1, 2, 3, and 4) are located approximately 4,100 feet northeast,4,500 feet northeast,4,600 feet northeast,and 5,400 feet northeast,respectively. According to the Town of Barnstable Board of Health,the town does not maintain information regarding the locations or construction of private water supply wells. However,according to the Barnstable Water Company,the two properties located northeast of the subject property are not serviced with public water. The property located immediately northeast of the subject property is a commercial building which houses New England Tile and the former Planet Earth,Inc. A phone conversation with the property owner confirmed that the building is not supplied with public water and they have a private supply well used for non-potable water. The next property to the northeast is operating as Bugs,Buses and Things,which according to the property owner is also not on public water. They also have a non-potable well. According to the property owner of the New England Tile property and a representative for the Bugs,Buses,and Things,the respective properties obtain drinking water from outside sources. The well at the New England Tile property has been sampled as part of assessment activities associated with RTN 4-17651 and MtBE has been detected at concentrations less than 3.0 ug/l. Subsurface structures within 500 feet of the subject property include several half and full basements. Subsurface utility conduits located along the subject property include,but are not limited to, sewer,natural gas,water, and storm drainage. There are no underground telephone or electric lines,as these utilities are located overhead. According to the USGS Hyannis Quadrangle Topographic Map and GSC site reconnaissance,the closest school is located approximately 3,900 feet south of the subject property. According to the Geographic Information System(GIS)Map,the subject property is located within a Wellhead Protection Area. No other schools,institutions,or other environmentally sensitive areas are known to be located within 2,000 feet of the subject property. Ref. #020811D_Rpt_SR Ram Completion 12-04 Shell Service Station#137772 Geologic Services Corporation Page 4 Completed Scope of Work A RAM Plan was prepared in order to appropriately manage soil and, if encountered, groundwater during the scheduled upgrade of underground storage equipment. Upgrade activities included the removal and replacement of the existing fill port sumps. These activities included selective excavation and trenching in the immediate vicinity of the USTs. In-situ samples were collected and monitored with a photoionization detector(PID)during the completion of these activities. Select in-situ samples were also submitted for laboratory analysis. This information is summarized below. Equipment Upgrade Activities On September 22,2003,the tops of the USTs were uncovered by Smith/LaMountain for the purposes of upgrading distribution equipment. During the completion of these activities,the concrete pad was removed and the pea stone located beneath the pad was excavated with a vacuum excavator to allow for the upgrade activities. During the removal of the pea stone, staining was observed near the fill ports of the USTs. Grab samples of sandy pea stone were collected across the tops of the USTs and screened with a PID. PID response to sample headspace was below the instrument detection limit for 9 of the 11 samples. PID headspace response ranged from 0.2 to 0.3 parts per million volume(ppmv) for 2 of 11 of the samples. One sample was collected from the two gasoline USTs and one sample was collected from the top of the heating oil UST. The samples collected from the material over the gasoline USTs were submitted to Accutest Laboratories, Inc. (Accutest)of Marlborough,Massachusetts for analysis of volatile petroleum hydrocarbons(VPH)via MA DEP-approved methods. The sample collected from the top of the heating oil UST was submitted to Accutest for analysis of VPH and Extractable Petroleum Hydrocarbons(EPH)via MA DEP-approved methods. None of the compounds included within the VPH and EPH analysis were detected above their respective method detection limits. The location of the collected soil samples are illustrated on Figure 2. The laboratory analytical data is summarized on Tables 1 and 2. A copy of the laboratory analytical data package is included in Attachment C. Management of Remediation Waste Based on site observations and the resultant analyses,all temporarily stockpiled material associated with the equipment upgrade activities were backfilled into their respective excavations as fill. Remediation waste,as defined by the MCP,was not generated during the site activities associated with the RAM. RAM Completion Statement&Expected Schedule The objective of this RAM,the management of impacted soils encountered during scheduled UST equipment upgrade activities,has been met. Thus,the RAM described herein is considered complete pursuant to 310 CMR 40.0446(2)at the site. There are no future activities planned for this RAM. Future response actions will continue to be conducted at this site under RTN 4-17651. Specific future activities and associated schedule relating to RTN 4-17651 include: • Installation of additional wells down gradient—2005 • Phase II/Il Reporting Activities—December 19,2005. Ref. #020811 D_Rpt_SR Ram Completion 12-04 Shell Service Station#137772 Geologic Services Corporation Page 5 ATTACHMENTS Attachment A Figures Figure 1 —Locus Plan Figure 2—Site Plan Figure 3 —Vicinity Plan Figure 4—GIS Map and Legend Attachment B Tables Table 1 —Soil Sample Analytical Results—Volatile Organic Compounds Table 2—Soil Sample Analytical Results—Polynuclear Aromatic and Extractable Petroleum Hydrocarbons Attachment C Laboratory Analytical Data Ref. #020811 D_Rpt SR Ram Completion 12-04 ATTACHMENT A Figures i Zu MUM .:, pr,.�;���S ;�St 1st fir' W-10 MIX,' .s:y` .'�..�+YIYr•J_u're..- Y, 3 ,s ". ;mot• ."#' i.'i fa• -w -61 CAM 111TA � I�, vi 1 �•�. x (���� �� "-.i>4• ,��. �. :� �- ill.. it '.� Aft i +� i � �.7r�t ■I � r + �°����' " ►'t f/' NA ���,p 1!• Jr i� it .r „"'.r/'�`y�j.��}r `� , 'li,/. �'a^;�a ' �+ay _�.t�. ��� r�,fy � /.� � ►7r 9 7 _ .e ►.. 5' !5 �Y r�i/ � T . _�Sl��•#Nr—W# i'i .i.. %`t ,' �, *, ,'i I /j• t"' ,�- v: if r� �' �• ���.�A 9•_,'-' � � i S '�i 1�, PF 0. `1 , //.� Itj/¢}[yy •�+ i.' },J� yj ,....SIG; �B f +'t;'.� *3��.�Rtx•`Y .��"`�. �` :'�.Y -V �p•jft.r.f Fl ! ia.� .C � TP *ti G^�� •,,, / t� ✓ +'s,�! 1Sa'{s'Ciat# y" ,gv_ ? u,ys.- Ftfr,Tj�c,41,pt iti;�s S �.'; R, t„ ;< F, fib rf J Ss '> e d' a✓nr. -ir.J P i"tr•; i,/r 7 A,t p{1;.� '9 ■y��' {l'�!y� Y.h 4••S'`,. ...Fry.-'+ f',# Y, ! .55, ��'..'!`- .Zei•.W�'-'1 to*1�,� j,dYkfi}tY+ Ar1� f. '��b"•�yj��ti..','�� i '�� - aa �;, � rtk�4��';•.�,1{4? M z � -t a t z } f �'�f •3 @Z tss?G.. � � �+`` -.,;.:• 'v..x+ k *t,.(-4a'�t :i � � 1 s!7 v �r S• 'fir �4 ����'<4 t■ e: / - - '" .p^.y�s)* .:d ^'Gii�•�ti�� ��r"�'r�'�' �' .�` S��i' �1 '"s,.��-o�,j' !� / 1F� ���t���' r. , � i, rq .C+r�'B.Y,. 7�;� � $� ,1.� �� ��.f-:.� ., ,# 3. �S ` �•°y:f.. tv Y.. 'a',.�i�Y�i �i� �/ �+P" `',�j, PT•,.,C SF �6.&f��! ''R �rr}��`i7 �.�q�{,'C !� ° ��5 �• Air" ,►��..}r�l ,� fy x ca _ t.�� a •'r{�iv" N:r""�{����� ,"°- '�� F♦ � i�- \��tr� ��; __ , F" �. 1�r{.,'- A.. .' .r £3 r ,ref-..Rh" ,j ''S��',�3r�-''i, g '0. j a `� ,•f - A` �� �L �,- ' �,� ��� �" �''•�;�� a:� 1�s°.r,��. '�-a�it`�j�� `�:��+i',.��j��5! ' ` �rs�„v�"�f f �', ,g��4��pt�•.��•.��;���4"9 ��<7]44 < +a , 6 y�} � 'Y �l� f.�'' F7 1 g 4��,k3j ✓ � � H.\st }4'�+ !w-� Ihr��_ 1'�yi� �'"7�`;:�'°' s��t� ��l�.fuf�'�3'<�� ������..�Yc�:�;�.�� � ,r4..h�i�S_d.:<�� t��,�?.4�t'�G::•t�> ���i1 1/■■111■■11111111111/ i ■■t1■11■■■■1■■■11■1■■■ ■■■1/■■1111■■■■■■■■■■■1 1■■■1■■■■11111■11111■11 11 ■111111 1 1■1111■1ia�i■ 111■ 1 —160, 1000 0 1000 2000 3000 4000 Feet w—T— E 1■ 11■ 1 QUADRANGLE 1 1 �� FIGURE Notes: Topographic /1 1 measured in meters. 2. SHELL SERVICE Topographic 1 1 1ur interval= 10 meters. STATION 590 FYANNOUGH ROAD 1 Hydrogeologisis and Environmental Scie is 1 USGS TopographicQuads1 t 15 •' ./ • •. • (978,1568-8-1740 Quadrangle' 1 BUG BUSSES AND THINGS N C © NEW BARNSTABLE © ENGLAND MUNICIPAL IY Ilk TILE © ��, AIRPORT THE SITE/ PIZZERIA © 1 LINO C� �s• --- PROPERTY BOUNDARY O © S �Ov.?' N �O © COMMERCIAL T 1 O l3� WENDY'S© QU�d � O UNDEVELOPED 4 APPROXIMATE LOCATION p �O � OF PRIVATE WATER SUPPLY '4 © `9� WELL © CHILI'S V ,Z ROTARY 0 200 g Mtn Scale in feet FIGURE 3 '1O VICINITY PLAN 9d SHELL SERVICE STATION 590 IYANNOUGH ROAD HYANNIS, MASSACHUSETTS GSC REF.: 02081 1.01 VICIN ICHECKED BY: DRAFTED BY: ANG JDATE: 242040,5 REVISED BY: RJD I DATE: 6 19 03 c GEOLOGIC SERVICES CORPORATION SOURCE: GSC Field Reconnaissance HydrogeologistQ and Environmental Scientists 15 Bonazzoli Avenue • Hudson,MA 01749 • (978)568-8740 Town Data - - V MA Towns. ON, NNO SIR "S§17111 Text Town Names /V Town Arcs INN 81 ®R IV Courdy Arcs RNN (5 Ground Water Surface Water Non Community � . \ Transmission Lines Q Pipeline Pipeline Arbitrary Extension INS Powenine ".,g4gq Substation \ W �-yr Landing Strip/Airport MHD Roads Lakes&Ponds Wetlands �� Limited Access Highway IN NON a IRE "'Ngi IV Other Numbered-Hwy Major Road-Connector Minor Street or Road Track �� %`` ` - ^ ..�,� sy�. �• ��`�\\\\ `•.. � \ � ale_\ r�\, Water Potential Drinking Water Source K x a fi D _ r stirl & �\\ ` ♦\` ` ` T HIGH YIELD ` MEDIUM YIELD MEDIUM YIELD ow g0 MA Certified Vernal Pools MA Rare Habitat �`\\`�� ,r' .F y �'�.�..�?ie"�"sr�'y,�� F`�� � _°� am��y �1;xa� 4� �°�1'•�1�. � N' .. HIGH YIELD , Resources Zone A Sole Source Aquifers �'a , rcACECs \\\�` ` \�a'�� \ �\ n P# •as •r/ �� Zone Ills IWPAs y e 1111 Openspaoe Major Basins Rivers&Streams Solid Waste Sites FIGURE 4 GIS NW AND LEGEND ' LL SERVICE STATION • • • ■ ■• ■ • • ` = 90 IYANNOUGH ROAD • •• • • •• • • I, II: iiiii •,_ r< 11 ATTACHMENT B Tables Table 1 Page 1 of 1 Soil Sample Analytical Results-Volatile Organic Compounds Shell Service Station#137772 590 I annou h Road Y g Hyannis,MA April 22,2003 through September 22,2004 Sample Date Depth Benzene Toluene Ethyl- Xylenes MTBE Naph- Lead CS-Cs C9-C12 C9-C10 ID (ft) benzene thalene (ug/g) Aliphatics Aliphatics Aromatics (ug/g) (ug/g) (ug/g) (ug/g) (ug/g) (ug/g) (ug/g) (ug/g) (ug/g) MCP Soil Standard S-1/GW-1 10 90 80 500 0.3 4.0 300 100 1,000 100 MCP Soil Standard S-2/GW-1 10 90 80 800 0.3 4.0 300 500 2,500 100 MW-101 4/22/03 20-22 <0.160 <0.160 <0.160 <0.320 <0.065 <0.160 - <3.2 <3.2 <3.2 MW-102 4/22/03 20-22 <0.160 <0.150 <0.150 <0.300 <0.118 <0.150 - <3 <3 <3 SB-201 1/7/04 21-23 <0.13 <0.13 <0.13 <0.26 <0.051 <0.13 0.66 <2.6 <2.6 <2.6 SB-202 1/7/04 21-23 <0.095 <0.095 <0.095 <0.095 <0.038 <0.095 0.98 <1.9 <1.9 <1.9 SB-203 1/7/041 23-25 1 <0.012 <0.05 <0.05 <0.05 <0.05 <0.12 - - - - HO UST 9/22/04 2 <0.19 <0.19 <0.19 <0.38 <0.076 <0.19 - <3.8 <3.8 <3.8 UST-TT-1 9/22/04 2 <0.16 <0.16 <0.16 <0.32 <0.065 <0.16 - <3.2 <3.2 <3.2 UST-TT-2 9/22/04 2 <0.28 <0.28 <0.28 <0.56 <0.11 <0.28 - <5.5 <5.5 <5.5 Notes: MTBE-methyl tertiary butyl ether ug/g-micrograms per gram(parts per million) ft-feet <0.1 1 -not detected(method detection limit included) --not analyzed MCP Soil Standard-Massachusetts Contingency Plan Method 1 Risk Characterization standard for soil shading-exceeds applicable MCP Method 1 Risk Characterization Soil Standards this sample exhibited a concentration of 0.133 ug/g acetone li GEOLOGIC SERVICES CORPORATION 11/19/2004 science,engineerign,&technology Ref.#02081 I_Tbl_soil-vph 15 Bonazzoli Ave.,Hudson,MA Table 2 Page I of I Soil Sample Analytical Results-Polynuclear Aromatics and Extractable Petroleum Hydrocarbons Shell Service Station#137772 590lyannough Road Hyannis,MA - July 10,2003 through September 22,2004 Sample =00 Acenaph Acenaph Anthracene B(a)A B(a)P B(b)F B(g,h,i)P B(k)F Chrysene Dibenz(a,h)- Napthalene Fluoranthen Fluorene I(1,2,3-cd)P 2-Methyl- Phen- Pyrene C"Ct, Ctt-C.0 Cii-Ctr IDthen¢ [hylene anthracene naphthalene anthrene Aliphatics Aliphatics Aromatics (ug/g) (u8/2) uPJg) (uP/g) (ug g) (ug/g) (ug/g) (u8/g) (ug/) (ug/) (u g) (ug/g) (ug/g) (uP,/g) (ugtg) u ) (ug/g) u g) (u ) (ug/g) MCP Soil Standards SA/GW-I 20 100 1000 0.7 0.7 0.7 1000 7.0 7.0 0.7 4.0 1000 400 0.7 4.0 700 700 1000 2500 200 LIFT#I BOTTOM 7/10/03 8.5 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 <0A9 <0.49 <0.49 <0.49 <0.49 <0.49 <5.9 19.7 <17 LIFT#I NE 7/10/03 8 <0.56 <0.56 <0.56 <0.56 <0.56 <0.56 <0.56 <0.56 <0.56 <0.56 <0.56 <0.56 <0.56 <0.56 <0.56 <0.56 <0.56 <6.8 <9.0 <19 LIFT#I NW 7/10/03 8 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <6.0 10.1 <17 LIFT#I SE 7/10/01 8 <0.54 <0.54 <0.54 <0.54 <0.54 <0.54 <0.54 70. 44 <0.54 <0.54 <0.54 <0.54 <0.54 <0.54 <0.54 <0.54 <0.54 <6.4 20.6 <I8 LIFT#I SW 7/10/03 8 <0.51 <0.51 <0.51 <0.51 <0.5I <0.51 <0.51 <0.51 <0.51 <0.51 <0.51 <0.51 <0.51 <051 <0.51 <0.51 <0.51 <6.1 12 <17 LIFT#2 BOTTOM 7/10/03 8.5 <0.52 <0.52 <O-52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <6.2 <8.3 <18 LIFT#2 NE 7/10/03 8 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <6.2 <8.2 <18 LIFT#2 NW' 7/10/03 8 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 55.4 1410 501. LIFT#2 SE 7/10/03 8 <0.51 <0.51 <0.51 <0.51 <0.51 <0.51 <0.51 <0,51 <0.51 <0.51 <0.51 <0.51 <0.51 <0.51 <0.51 <0.51 <0.51 <6.1 <8.2 <17 LIFT#2 SW 7/10/03 8 <0.53 <0.53 <0.53 <0.53 <0.53 <0.53 <0.53 <0.53 <0.53 <0.53 <0.53 <0.53 <0.53 <0.51 <0.53 <0.53 <0.53 <6.3 <8.4 <18 SB403 1/7/04 23-25 <0.26 <0.26 <0.26 <0.26 <0.26 <0.26 <0.26 <0.26 <0.26 <0.26 <0.26 <0.26 <0.26 <0.26 <0.51 <0.26 <0.26 <6.2 <8.2 <17 SB-204 117/04 10-12 <0.25 <0.25 <0.25 <0.25 <0.25 <0.25 <0.25 <0.25 <0.25 <0.25 <0.25 <0.25 <0.25 <0,25 <0.49 <0.25 <0.25 <5.9 <7.8 <17 HYDLIFTOEXC-NSW 1/21/04 7-8 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 <0A9 <0.49 <0.49 <0.49 <0A9 <OA9 <0.49 <5.8 <TS <17 HYDLIFTOEXC-ESW 1/21/04 7-8 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 1 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <O.S <0.5 <0.5 <5.9 <7.9 <17 HYDLIFTOEXC-WSW 1/21/04 7-8 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <O.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <6.0 <8.0 <17 HYDLIFTOEXC-BOTTOM I/21/04 9 <0.48 <0.48 <0.48 <0.48 <0A8 <0.48 <0.48 <0.48 <0.48 <0.48 <0A8 <0.48 <0.48 <0.48 <0A8 <0.48 <0.48 <5.7 <7.6 <16 HO UST 9/22/04 2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <6.0 <8.0 <17 Notes: ug/g-micrograms per gram(pans per million) MTBE-methyl tertiary butyl ether <0.6-not detected(method detection limit included) B(a)A-Benzo(a)anthracene B(a)P-Benzo(a)pyrene B(b)F-Benzo(b)Ouoranthene B(g,h,i)P-Benzo(g,h,i)perylene B(k)F-Benzo(k)Ouoranthene I(1,2,3-cd)P-Indeno(1,2,3-cd)pyrene MCP Soil Standard-Massachusetts Contigency Plan Method 1 Risk Characterization Standard for soil Shading-Reported concentration exceeds the applicable standards -Former In-Situ soil sample associated with 6/03 excavation GEOLOGIC SERVICES CORPORATION 1 1/1 912004 science,engineering,X technology Re.#020811_Tbl_soil-pah-eph 15 Bonazzoli Ave.,Hudson,MA ATTACHMENT C Laboratory Analytical Data I ® New England U ST 10/14/04 ®ACCTE Laboratories Technical Report for Shell Oil GSCMA:97417484: 590 Iyannough Rd., Hyannis, MA Cost Element#707542 Accutest Job Number: M42182 Sampling Date: 09/22/04 Report to: Geologic Services Corporation 15 Bonazzoli Avenue Hudson, MA 01749 ATTN: Blake Thompson Total number of pages in report: 11 iM�' c"N � Test results contained within this data package meet the requirements eZa and of the National Environmental Laboratory Accreditation Conference Lab Director and/or state specific certification programs as applicable. Certifications:MA(M-MA136) CT(PH-0109) NH(250204) RI(00071) ME(MA136) FL(E87579) NY(23346) NJ(MA926) NAVY USACE This report shall not be reproduced,except in its entirety, without the written approval of Accutest Laboratories. New England ■ 495 Tech Center West■ Building 1 ■ Marlborough,MA 01752■ tel:508-481-6200 ■ fax:508-481-7753 ■ http://www.accutest.com Accutest Laboratories Sample Summary Shell Oil Job No: M42182 GSCMA:97417484: 590 Iyannough Rd., Hyannis, MA Project No: Cost Element#707542 ...........................................I........ .................................................... Sample ::ollecfed Matrix Client Number Date Time By Received Code Type Sample ID 1tii421821 09/22/04 11:20 DW 09/30/04 SO Soil HO UST ................................ IvI421822 09/22/04 11:31 DW 09/30/04 SO Soil UST=::TT 1 Ivt421823 09/22/04 11:41 DW 09/30/04 SO Soil USZ TT 2 Soil samples reported on a dry weight basis unless otherwise indicated on result page. Accutest Laboratories Report of Analysis Page I of 1 Client Sample ID: HO UST Lab Sample ID: M42182-1 Date Sampled: 09/22/04 Matrix: SO - Soil Date Received: 09/30/04 Method: MADEP VPH REV 1.1 Percent Solids: 95.0 Project: GSCMA:97417484: 590 Iyannough Rd., Hyannis, MA File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 a QR29348.1) 1 10/04/04 AP n/a n/a GQR1450 Run#2 Initial Weight Final Volume Methanol Aliquot Run#1 16.3 g 11.0 nil 100 ul Run#2 MA-VPH List CAS No. Compound Result RL Units Q 71-43-2 Benzene ND 190 ug/kg 100-41-4 Ethylbenzene ND 190 ug/kg 1634-04-4 Methyl Tert Butyl Ether ND...... ..:...: 76 ug/kg 91-20-3 Naphthalene IUD 190 ug/kg 108-88-3 Toluene ND 190 ug/kg m,p-Xylene N..p......:::.; :. 190 ug/kg 95-47-6 o-Xylene ND I90 ug/kg CS- C8 Aliphatics (Unadj ) NU. 3800 ug/kg C9- C12 Aliphatics (Unadi.) NI3. ..::::.;..:;:;;; 3800 ug/kg C9-CIO Aromatics (UnadJ ) ND 3800 ug/kg C5-C8 Aliphatics ND , 3800 ug/kg C9-C12 Aliphatics 3800 ug/kg CAS No. Surrogate Recoveries Run# 1 Run#2 Limits 615-59-8 2,5-Dibromotoluene 1Q9 ; ';;> ; 70-130% 615-59-8 2,5-Dibromotoluene 70-130% .................................................. (a) Soil to methanol ratio greater than 1.25 to 1. ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound Accutest Laboratories Report of Analysis Page 1 of 1 Client Sample ID: HO UST Lab Sample ID: M42182-1 Date Sampled: 09/22/04 Matrix: SO- Soil Date Received: 09/30/04 Method: MADEP EPH REV 1.1 SW846 3545 Percent Solids: 95.0 Project: GSCMA:97417484: 590 Iyannough Rd., Hyannis, MA File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 GH29802.D 1 10/14/04 SL 10/04/04 OP7780 GGH2546 Run#2 Initial Weight Final Volume Run#1 10.5 g 2.0 ml Run#2 CAS No. Compound Result RL Units Q ..........:................ 83-32-9 Acenaphthene ND 500 ug/kg 208-96-8 Acenaphthylene D <500 ug/kg 120-12-7 Anthracene ND 500 ug/kg 56-55-3 Benzo(a)anthracene ND 500 ug/kg 50-32-8 Benzo(a)pyrene ND 500 ug/kg 205-99-2 Benzo(b)fluoranthene ::.;;..;::; ;.:; 500 ug/kg 191-24-2 Benzo(g,h,i)perylene ND:.........:i..... 500 ug/kg 207-08-9 Benzo(k)fluoranthene D............:..:: 500 ug/kg ........................... ........................... 218-01-9 Chrysene 1ID 500 ug/kg 53-70-3 Dibenz(a,h)anthracene ND::::>::::: >;;:: »; 500 ug/kg ........................... ........................... ........................... 206-44-0 Fluoranthene500 ug/kg 86-73-7 Fluorene ND..........;.::,. 500 ug/kg 193-39-5 Indeno(1,2,3-cd)pyrene ::: 500 ug/kg 91-57-6 2-Methylnaphthalene ND 500 ug/kg 91-20-3 Naphthalene ND:; ; ; 500 ug/kg 85-01-8 Phenanthrene ;:ND:.;.,,::::;:;<:! 500 ug/kg .......................:.. ........................... 129-00-0 Pyrene NT3; ; ; ; 500 ug/kg CI I-C22 Aromatics(Unadj.) ND;;»»:;: 17000 ug/kg C9-C18 Aliphatics I .:.:_ ..:.., 6000 ug/kg C19-C36 Aliphatics 1 8000 ug/kg C11-C22 Aromatics 1�ID 17000 ug/kg CAS No. Surrogate Recoveries Run# 1 Run#2 Limits ......................... ......................... 84-15-1 o-Terphenyl l(J<l 40-140% 321-60-8 2-Fluorobiphenyl 98:0:;;:; :;; > 40-140% ......................:.. ......................... ......................... 580-13-2 2-Bromonaphthalene 80Io 40-140% 3386-33-2 1-Chlorooctadecane ;:::: >:: 40-140% ......................... ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound Accutest Laboratories Report of Analysis Page I of I Client Sample ID: UST-TT-1 Lab Sample ID: M42182-2 Date Sampled: 09/22/04 Matrix: SO- Soil Date Received: 09/30/04 Method: MADEP VPH REV 1.1 Percent Solids: 98.1 Project: GSCMA:97417484: 590 Iyannough Rd., Hyannis, MA File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 a QR29349.1) 1 10/04/04 AP n/a n/a GQR1450 Run#2 Initial Weight Final Volume Methanol Aliquot Run#1 17.9 g 11.0 ml 100 ul Run#2 MA-VPH List CAS No. Compound Result RL Units Q 71-43-2 Benzene ND 160 ug/kg 100-414 Ethylbenzene hID 160 ug/kg 1634-04-4 Methyl Tert Butyl Ether ND 65 ug/kg 91-20-3 Naphthalene ND.._ .....:. 160 ug/kg 108-88-3 Toluene ND 160 ug/kg m,p-Xylene ND - 160 ug/kg 95-47-6 o-Xylene 11D 160 ug/kg C5- C8 Aliphatics(UnadJ ) htD, ._...; ;; 3200 ug/kg C9-C12 Aliphatics (UnadJ.) ND.;;:;:;:::><::::>:>:< 3200 ug/kg C9- C 10 Aromatics (UnadJ ) ND 3200 ug/kg C5-C8 Aliphatics :; 3200 ug/kg C9-C12 Aliphatics ND. 3200 ug/kg CAS No. Surrogate Recoveries Run# 1 Run#2 Limits 615-59-8 2,5-Dibromotoluene 116;: ;i ; 70-130% 615-59-8 2,5-Dibromotoluene ;11;7;% 70-130% ............... .... ......................... (a)Soil to methanol ratio greater than 1.25 to 1. ND = Not detected J = Indicates an estimated value j RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound Accutest Laboratories Report of Analysis Page 1 of 1 Client Sample ID: UST-TT-2 Lab Sample II): M42182-3 Date Sampled: 09/22/04 Matrix: SO- Soil Date Received: 09/30/04 Method: MADEP VPH REV 1.1 Percent Solids: 97.3 Project: GSCMA:97417484: 590 Iyannough Rd., Hyannis, MA File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 QR29350.1) 1 10/04/04 AP n/a n/a GQR1450 Run#2 Initial Weight Final Volume Methanol Aliquot Run#1 10.5 g 11.0 ml 100 ul Run#2 MA-VPH List CAS No. Compound Result RL Units Q ................ 71-43-2 Benzene I ©_........;:_ 280 ug/kg 100-41-4 Ethylbenzene N.D....... 280 ug/kg ....;...................:.. ........................... ........................... 1634-04-4 Methyl Tert Butyl Ether ND..... ,_< 110 ug/kg 91-20-3 Naphthalene Nb 280 ug/kg 108-88-3 Toluene U;:::::;:;;:;;:;::;i:;;; 280 ug/kg m,p-Xylene 280 ug/kg 9547-6 o-Xylene NI) 280 ug/kg C5-C8 Aliphatics (Unadj.) hII�.;;;; 5500 ug/kg ... . ......:.......... ........................... ........................... C9- C12 Aliphatics(Unadj.) I :lli> i<i; >i 5500 ug/kg C9- C10 Aromatics (Unadi.) ;hill ;;> ;: ; 5500 ug/kg C5- C8 Aliphatics IUD;:;;;;;:::>; ;; 5500 ug/kg C9- C 12 Aliphatics N1 5500 ug/kg CAS No. Surrogate Recoveries Run#1 Run#2 Limits ......................... 615-59-8 2,5-Dibromotoluene 93;%i;[;;; ;<; 70-130% 615-59-8 2,5-Dibromotoluene 9<l;:%;:;:: >:<> i 70-130% ..................:...... ......................... ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound MADEP EPH FORM • k1A A ueous Soil Sediment OthertatnSatisfacto Broken LeakinbfJS Ii�esenratn/es N/A H <=2 H> 2Received on Ice Received at 4 De . C Other d Rec'd at 1.1 deg C CQe_#find SW846 3545 Method for Ranges: MADEP EPH REV 1.1 Client ID: HO UST Lab ID: M42182-1 Method for Targets: MADEP EPH REV 1.1 Date Collected: 9/22/2004 Date Received: 9/30/2004 EPH Surrogate Stds. Aliphatic: 1-Chlorooctadecane Date Extracted: First Date Run: Last Date Run: Aromatic o-Terphenyl 10/4/2004 10/14/2004 N/A EPH Fractionation 2-Fluorobiphenyl %Solids: Low Dilution: High Dilution: Surrogate Standards. 2-Bromonaphthalene 95 1 N/A Unadjusted Ranges CAS# Units Result RDL 2 C11-C22 Aromatics(Unadj.) ug/kg ND" 17000 Diesel PAH Analvtes 2-Methylnaphthalene 91-57-6 ug/kg ND 500 Phenanthrene 85-01-8 ug/kg ND 500 Acenaphthene 83-32-9 ug/kg ND 500 Naphthalene 91-20-3 ug/kg ND 500 Other Target PAH Analvtes Acenaphthylene 208-96-8 ug/kg ND 500 Anthracene 120-12-7 ug/kg ND 500 Benzo(a)anthracene 56-55-3 ug/kg ND 500 Benzo(a)pyrene 50-32-8 ug/kg ND 500 Benzo(b)fluoranthene 205-99-2 ug/kg ND 500 Benzo(g,h,i)perylene 191-24-2 ug/kg ND 500 Benzo(k)fluoranthene 207-08-9 ug/kg ND 500 Chrysene 218-01-9 ug/kg ND 500 Dibenz(a,h)anthracene 53-70-3 ug/kg ND 500 Fluoranthene 206-44-0 ug/kg ND 500 Fluorene 86-73-7 ug/kg ND 500 Indeno(1,2,3-cd)pyrene 193-39-5 ug/kg ND 500 Pyrene 129-00-0 ug/kg ND 500 Adjusted Ranges C9-C18 Aliphatics ug/kg ND" 6000 C19-C36 Aliphatics ug/kg ND" 8000 C11-C22 Aromatics ug/kg ND c 17000 Surrogate Recoveries Acceptance Range 1-Chlorooctadecane % 68 40-140% o-Terphenyl % 101 40-140% 2-Fluorobiphenyl % 98 40-140% 2-Bromonaphthalene % 80 40-140% Footnotes A Hydrocarbon Range data exclude concentrations of any surrogate(s)and/or Internal standards eluting in that range C Hydrocarbon Range data exclude concentrations of any surrogate(s)and/or Internal standards eluting In that range. C11-C22 Aromatic Hydrocarbons exclude the concentration of Target PAH Analytes Z A'X qualifier Indicates an estimated value Were all QA/QC procedures REQUIRED by the EPH Method followed? W Yes ❑ No-Details Attatched Were all performance/acceptance standards for required QA/QC procedures achieved? ❑d Yes ❑ No-Details Attatched Were any significant modifications made to the EPH method,as specified in Sect.11.3? ❑d No ❑ Yes-Details Attatched I attest under the pains and penalties of perjury that,based upon my inquiry of those individuals immediately responsible for obtainig the information,the material contained in this report is,to the best of my knowledge and belief,accurate and complete. i Signature Postition Laboratory Director Printed Name Reza Tand Date 10/14/2004 MADEP VPH FORM A ueous n Soil Sediment n Other Satisfactory Broken Fl Leakin uedusPrese"ues,} N/A H <=2 F1 PH > 2 Received on Ice Received at 4 Deg. C Other ./ Rec'd at 1.1 deg C Methanol Coverin Soil. mL Methanol/ soil: Other NOTE: Ratio> 1.25 to 1. Method for Ranges: MADEP VPH REV 1.1 Client ID: HO UST Lab ID: M42182-1 Method for Target Analytes: MADEP VPH REV 1.1 Date Collected: 9/22/2004 Date Received: 9/30/2004 VPH Surrogate Standards Date Extracted: First Date Run: Last Date Run: PID: 2,5-Dibromotoluene N/A 10/4/2004 N/A FID: 2,5-Dibromotoluene %Solids: Low Dilution: High Dilution: 95 1 N/A Unadiusted Ranges CAS# Elution Range Units Result RDL g C5-C8 Aliphatics(Unadj.) N/A ug/kg ND" 3800 C9-C10 Aromatics(Unadj.) N/A ug/kg ND" 3800 C9-C12 Aliphatics(Unadj.) N/A ug/kg ND" 3800 Target Analytes Ethylbenzene 100-41-4 C9-Cl 2 ug/kg ND 190 Toluene 108-88-3 C5-C8 ug/kg ND 190 Methyl Tert Butyl Ether 1634-04-4 C5-C8 ug/kg ND 76 Benzene 71-43-2 C5-C8 ug/kg ND 190 Naphthalene 91-20-3 N/A ug/kg ND 190 o-Xylene 95-47-6 C9-C12 ug/kg ND 190 m,p-Xylene C9-C12 ug/kg ND 190 Adjusted Ranges C5-C8 Aliphatics N/A ug/kg ND a 3800 C9-C12 Aliphatics N/A ug/kg ND° 3800 Surrogate Recoveries Acceptance Ranae FID:2,5-Dibromotoluene % 109 70-130% PID:2,5-Dibromotoluene % 110 70-130% Footnotes A Hydrocarbon Range data exclude concentrations of any surrogate(s)and/or Internal standards eluting In that range B Hydrocarbon Range data exclude concentrations of any surrogate(s)and/or Internal standards eluting in that range. C5-C8 Aliphatic Hydrocarbons exclude the concentration of Target Analytes eluting In that range. D Hydrocarbon Range data exclude concentrations of any surrogate(s)and/or Internal standards eluting in that range. C9-Cl 2 aliphatic Hydrocarbons exclude cone of Target Analytes eluting In that range AND concentration of C9-C10 Aromatic Hydrocarbons. Z A V qualifier indicates an estimated value Were all QA/QC procedures REQUIRED by the VPH Method followed? Yes ❑ No-Details Attatched Were all performance/acceptance standards for required QA/QC procedures achieved? Yes ❑ No.Details Attatched Were any significant modifications made to the VPH method,as specified in Sect.11.3? W No ❑ Yes-Details Attatched I attest under the pains and penalties of perjury that,based upon my inquiry of those individuals immediately responsible for obtaining the information,the material contained in this report is,to the best of my knowledge and belief,accurate and complete. Signature Postition Laboratory Director Printed Name Reza Tand Date 10/14/2004 MADEP VPH FORM A ueous Soil Sediment Other Cofatiers Satisfacto Broken Leaking A dusf'Eresies" N/A H <=2 PH> 2 Teter1t e r Received on Ice Received at 4 De . C Other d Rec'd at 1.1 deg C IGlei;ano[ Methanol Coverin Soil. mL Methanol/ soil: Other NOTE: Ratio> 1.25 to 1. Method for Ranges: MADEP VPH REV 1.1 Client ID: UST-TT-1 Lab ID: M42182-2 Method for Target Analytes: MADEP VPH REV 1.1 Date Collected: 9/22/2004 Date Received: 9/30/2004 VPH Surrogate Standards Date Extracted: First Date Run: Last Date Run: PID: 2,5-Dibromotoluene N/A 10/4/2004 N/A FID: 2,5-Dibromotoluene %Solids: Low Dilution: High Dilution: 98.1 1 N/A Unadjusted Ranges. CAS# Elution Range Units Result RDL (3 C5-C8 Aliphatics(Unadj.) N/A ug/kg ND" 3200 C9-C10 Aromatics(Unadj.) N/A ug/kg ND" 3200 C9-C12 Aliphatics(Unadj.) N/A ug/kg ND" 3200 Target Analytes Ethylbenzene 100-41-4 C9-C12 ug/kg ND 160 Toluene 108-88-3 C5-C8 ug/kg ND 160 Methyl Tert Butyl Ether 1634-04-4 C5-C8 ug/kg ND 65 Benzene 71-43-2 C5-C8 ug/kg ND 160 Naphthalene 91-20-3 N/A ug/kg ND 160 o-Xylene 95-47-6 C9-Cl 2 ug/kg ND 160 m,p-Xylene C9-C12 ug/kg ND 160 Adjusted Ranges C5-C8 Aliphatics N/A ug/kg ND' 3200 C9-C12 Aliphatics N/A ug/kg ND a 3200 Surrogate Recoveries Acceptance Range FID:2,5-Dibromotoluene % 116 70-130% PID:2,5-Dibromotoluene % 117 70-130% Footnotes A Hydrocarbon Range data exclude concentrations of any surrogate(s)and/or Internal standards eluting In that range B Hydrocarbon Range data exclude concentrations of any surrogate(s)and/or Internal standards eluting In that range. C5-C8 Aliphatic Hydrocarbons exclude the concentration of Target Analytes eluting In that range. D Hydrocarbon Range data exclude concentrations of any surrogate(s)and/or Internal standards eluting In that range. C9-C12 aliphatic Hydrocarbons exclude conc of Target Analytes eluting In that range AND concentration of C9-CIO Aromatic Hydrocarbons. Z A'Xqualifler Indicates an estimated value Were all QA/QC procedures REQUIRED by the VPH Method followed? ❑d Yes ❑ No-Details Attatched Were all performance/acceptance standards for required QA/QC procedures achieved? ❑d Yes ❑ No-Details Attatched Were any significant modifications made to the VPH method,as specified in Sect.11.3? ❑d No ❑ Yes-Details Attatched I attest under the pains and penalties of perjury that,based upon my inquiry of those individuals immediately responsible for obtaining the information,the material contained in this report is,to the best of my knowledge and belief,accurate and complete. Signature Postition Laboratory Director Printed Name Reza Tand Date 10/14/2004 MADEP VPH FORM atria A ueous F Soil Fy Sediment F1 Other Gong e r "ram rk SasctorvFvl Broken F1 Leaking ousP,, esri+afly,I:s N/A pH <=2 H > 2 Received on Ice Received at 4 De- . C Other d Rec'd at 1.1 deg C Me iianal 3 Methanol Covering Soil. ImL Methanol/ soil: 1:1 +/-25% Method for Ranges: MADEP VPH REV 1.1 Client ID: UST-TT-2 Lab ID: M42182-3 Method for Target Analytes: MADEP VPH REV 1.1 Date Collected: 9/22/2004 Date Received: 9/30/2004 VPH Surrogate Standards Date Extracted: First Date Run: Last Date Run: PI D: 2,5-Dibromotoluene N/A 10/4/2004 N/A FID: 2,5-Dibromotoluene %Solids: Low Dilution: High Dilution: 97.3 1 N/A Unadiusted Ranges CAS# Elution Ranne Units Result RDL (3 C5-C8 Aliphatics(Unadj.) N/A ug/kg ND A 5500 C9-C10 Aromatics(Unadj.) N/A ug/kg ND" 5500 C9-C12 Aliphatics(Unadj.) N/A ug/kg ND" 5500 Target Analytes Ethylbenzene 100-41-4 C9-C12 ug/kg ND 280 Toluene 108-88-3 C5-C8 ug/kg ND 280 Methyl Tert Butyl Ether 1634-04-4 C5-C8 ug/kg ND 110 Benzene 71-43-2 C5-C8 ug/kg ND 280 9 9 Naphthalene 91-20-3 NIA ug/kg ND 280 o-Xylene 95-47-6 C9-C12 ug/kg ND 280 m,p-Xylene C9-C12 ug/kg ND 280 Adiusted Ranges C5-C8 Aliphatics N/A ug/kg ND a 5500 C9-C12 Aliphatics N/A ug/kg ND° 5500 Surrogate Recoveries Acceptance Range FID:2,5-Dibromotoluene % 93 70-130% PID:2,5-Dibromotoluene % 91 70-130% Footnotes A Hydrocarbon Range data exclude concentrations of any surrogate(s)and/or Internal standards eluting In that range B Hydrocarbon Range data exclude concentrations of any surrogates)and/or Internal standards eluting In that range. C5-C9 Aliphatic Hydrocarbons exclude the concentration of Target Analytes eluting In that range. D Hydrocarbon Range data exclude concentrations of any surrogate(s)and/or Internal standards eluting in that range. C9-C12 aliphatic Hydrocarbons exclude conc of Target Anatytes eluting in that range AND concentration of C9410 Aromatic Hydrocarbons. 2 A V qualtfler Indicates an estimated value Were all QA/QC procedures REQUIRED by the VPH Method followed? Yes ❑ No-Details Attatched Were all performance/acceptance standards for required QA/QC procedures achieved? Yes ❑ No-Details Attatched Were any significant modifications made to the VPH method,as specified in Sect.11.37 0 No ❑ Yes-Details Attatched I attest under the pains and penalties.of perjury that,based upon my inquiry of those individuals immediately responsible for obtaining,the information,the material contained in this report is,to the best of my knowledge and belief,accurate and complete. Signature Postition Laboratory Director Printed Name Reza Tand Date 10/14/2004 W J 0 Y{Ry2QWQ; lu Q } ti O 3 Col.-E„(41!-j Y(:.W O. O W U U a , t � J a � J J W O x c3n333��6o.7.orn. H 3 3 (A(0 0 °� m �� 5 N . 2 CJ F W ix ■ W W $ 'v z Oo c ix O _W W m T t 49 si CL z tz7 c�i IL � .ius Q WD • O U W 111 AW of Z y W W OO uw < < Z Q mm G o 0 0 ¢ ►osa a r�J W r1 m^ W H Q M IL W z INN U T l O s3ittoeul N �� do r a m 1�WQ ix Ir LL h = y L OO W O W O ((���m w = WJa .j _� 2 . 2 JC� � m Q ~ W W W Vr 1 O V r '� W QU ¢ N ¢ a �= J z J m m ^ W ~U ti F W W a 3 �h. < ~ nv>2a m z� J a F- z O O Q Ul¢ WU. O �. st Q FQZ-CNHFZW U - W uj � m m x m W W .. z La N w W 0 La W ui U t1 H aeo a1A A W J O v z p } F WT 0 ¢ !L w U 2 a Q F- 0 d W O WO O � O I 2 Q �W +-' W IL Q W> Q O O O Z \ }CL Q Od O W O Ga `^ Z Z J V lW—i � '�/� C W Q y r0 O _� J. Z � W Z> 2 A O F- F- Oui 10W NNE ay m m m J _ w W y O o W W a Fa I DO =2 �2 Q DOD �c ¢ t-i a ui t ' SOVEREIGIN CONSULTING INC . U (/ March 29,2007 DHL#20817930851 r I Town of Hyannis Town Engineer 367 Main Street Hyannis,MA 02601 Re: Groundwater Sampling Results,February 2007 Former Shell Branded Gasoline Station#137772 590 Iyannough Roadj Hyannis,MA Dear Town Engineer: Pursuant to your authorization Sovereign Consulting Inc. personnel collected groundwater samples from monitoring wells installed at the above referenced property. The samples were submitted for laboratory analysis of volatile petroleum hydrocarbons (VPH) and Lead. A copy of the laboratory analytical is attached. As always, we thank you for your continued consideration and cooperation in our remediation efforts. If you have any questions regarding this submittal, please feel free to contact the undersigned at 508-339-3200. Sincerely, SOVE EI N CONSULTING,INC. Jason Sherburne Eric D.Simpson,P.G.,L.S.P. Project Manager Operations Manager Attachments: Laboratory.Data Reports cc: with attachment Mr.David Weeks,Motiva MassDEP- SERO Sovereign File-EQ872 905B S. Main Street, Unit 202 • Mansfield, MA 02048 •Tel: 508-339-3200 • Fax: 508-339-3248 NOTICE OF ENVIRONMENTAL SAMPLING As required by 310 CMR 40.1403(10) of the Massachusetts Contingency Plan BWSC 123 This Notice is Related to Release Tracking Number 4 1 17651 A. The address of the disposal site related to this Notice and Release Tracking Number(provided above): 1. Street Address: 590 lyannough Rd. City/Town: Hyannis Zip Code: 02601 B. This notice is being provided to the following party: 1. Name: Town of Hyannis, Town Engineer 2. Street Address: 367 Main Street City/Town: Hyannis Zip Code: 02601 C. This notice is being given to inform its recipient(the party listed in Section B): ✓❑ 1. That environmental sampling will be/has been conducted at property owned by the recipient of this notice. Z 2. Of the results of environmental sampling conducted at property owned by the recipient of this notice. ❑✓ 3. Check to indicate if the analytical results are attached. (If item 2. above is checked, the analytical results from the environmental sampling must be attached to this notice. D. Location of the property where the environmental sampling will be/has been conducted: 1. Street Address: 590 lyannough Rd. City/Town: Hyannis Zip Code: 02601 2. MCP phase of work during which the sampling will be/has been conducted: ❑Immediate Response Action ❑Phase III Feasibility Evaluation ❑Release Abatement Measure ❑ Phase IV Remedy Implementation Plan ❑Utility-related Abatement Measure ❑✓ Phase V/Remedy Operation Status ❑Phase I Initial Site Investigation ❑Post-Class C Operation, Maintenance and Monitoring ❑Phase 11 Comprehensive Site Assessment ❑ Other (specify) 3. Description of property where sampling will be/has been conducted: ❑residential ❑✓ commerical ❑industrial ❑school/playground ❑Other (specify) 4. Description of the sampling locations and types(e.g., soil, groundwater)to the extent known at the time of this notice. Groundwater from monitoring wells E. Contact information related to the party providing this notice: Contact Name: Jason Sherburne Street Address: 905E South Main Street, Suite 202 City/Town: Mansfield Zip Code: 02048 Telephone: (508)339-3200 Email: jherburne@sovcon.com NOTICE OF ENVIRONMENTAL SAMPLING As required by 310 CMR 40.1403(10) of the Massachusetts Contingency Plan MASSACHUSETTS REGULATIONS THAT REQUIRE THIS NOTICE This notice is being provided pursuant to the Massachusetts Contingency Plan and the notification requirement at 310 CMR 40.1403(10). The Massachusetts Contingency Plan is a state regulation that specifies requirements for parties who are taking actions to address releases of chemicals (oil or hazardous material) to the environment. THE PERSON(S) PROVIDING THIS NOTICE This notice has been sent to you by the party who is addressing a release of oil or hazardous material to the environment at the location listed in Section A on the reverse side of this form. (The regulations refer to the area where the oil or hazardous material is present as the "disposal site".) PURPOSE OF THIS NOTICE When environmental samples are taken as part of an investigation under the Massachusetts Contingency Plan at a property on behalf of someone other than the owner of the property, the regulations require that the property owner (listed in Section B on the reverse side of this form) be given notice of the environmental sampling. The regulations also require that the property owner subsequently receive the analytical results following the analysis of the environmental samples. Section C on the reverse side of this form indicates the circumstance under which you are receiving this notice at this time. If you are receiving this notice to inform you of the analytical results following the analysis of the environmental samples, you should also have received, as an attachment, a copy of analytical results. These results should indicate the number and type(s) of samples (e.g., soils groundwater) analyzed, any chemicals identified, and the measured concentrations of those chemicals. Section D on the reverse side of this form identifies the property where the environmental sampling will be/has been conducted, provides a description of the sampling locations within the property, and indicates the phase of work under the Massachusetts Contingency Plan regulatory process during which the samples will be/were collected. FOR MORE INFORMATION Information about the general process for addressing releases of oil or hazardous material under the Massachusetts Contingency Plan and related public involvement opportunities may be found at http://www.mass.gov/der)/cleanup/oview.htm. For more information regarding this notice, you may contact the party listed in Section E on the reverse side of this form. Information about the disposal site identified in Section A is also available in files at the Massachusetts Department of Environmental Protection. See http://mass.aov/dep/about/region/schedule.htm if you would like to make an appointment to see these files. Please reference the Release Tracking Number listed in the upper right hand corner on the reverse side of this form when making file review appointments. 'Testy�zmeribca ANALYnCAL TESTING CORPORATION 2960 Foster Creighton Road Nashville,TN 37204'800-765-0980'Fax 615-726-3404 Client Sovereign Consulting(Mansfield)/SHELL(138591 Work Order: NQC0556 905B South Main Street,Suite 202 Project Name: 590 Iyannough Road,Hyannis,MA Mansfield,MA 02048 Project Number: SAP 137772/EQ872 Arm Jason Sherburne Received: 03/03/07 08:00 ANALYTICAL REPORT Report Dil Extracted Analysis Analyte Result Units Flag Limit Factor Datefrime Datefrime Analyst Method Batch ..... . . .......................... . . . ._._._._..............._._. . I——......... .. ... ..................... Sample ID: NQC0556-08(MT-3-Water)Sampled: 03/01/07 09:45 MADEP VPH VPH Preservation pH<2 Methyl tert-Butyl Ether ND ug/L 3.00 1 03/01/07 09:45 03/08/07 19:45 JHC MADEP VPH 7031467 Benzene ND ug/L 1.00 1 03/01/07 09:45 03/08/07 19:45 JHC MADEP VPH 7031467 Toluene ND ug/L 3.00 1 03/01/07 09:45 03/08/07 19:45 JHC MADEP VPH 7031467 Ethylbenzene ND ug/L 1.00 1 03/01/07 09:45 03/08/07 19:45 JHC MADEP VPH 7031467 m,p-Xylene ND ug/L 4.00 1 03/01/07 09:45 03/08/07 1945 JHC MADEP VPH 7031467 o-Xylene ND ug/L 2.00 1 03/01/07 09:45 03/08/07 19:45 JHC MADEP VPH 7031467 Naphthalene ND ug/L 5.00 1 03/01/07 09:45 03/08/07 19:45 JHC MADEP VPH 7031467 C5-C8 Aliphatic Hydrocarbons,Unadjustec ND ug/L 100 1 03/01/07 09:45 03/08/07 19:45 JHC MADEP VPH 7031467 C9-C12 Aliphatic Hydrocarbons,Unadjusb ND ug/L 100 1 03/01/07 09:45 03/08/07 19:45 JHC MADEP VPH 7031467 C5-C8 Aliphatic Hydrocarbons ND ug/L 100 1 03/01/07 09:45 03/08/07 19:45 JHC MADEP VPH 7031467 C9-C12 Aliphatic Hydrocarbons ND ug/L 100 1 03/01/07 09:45 03/08/07 19:45 JHC MADEP VPH 7031467 C9-C10 Aromatic Hydrocarbons ND ug/L 100 1 03/01/07 09:45 03/08/07 19:45 JHC MADEP VPH 7031467 Sum-1,5-Dibromoioluene(FID)(70-130%) 97% Sum-1,5-Dibromoioluene(PID)(70-130%) 93% Page 26 of 39 qxrqte.h-sty.-�merica ANALYTICAL TESTING CORPORATION 2960 Foster Creighton Road Nashville,TN 37204'800-765-0980'Fax 615-726-3404 Client Sovereign Consulting(Mansfield)/SHELL(13859] Work Order: NQC0556 905B South Main Street,Suite 202 Project Name: 590 lyannough Road,Hyannis,MA Mansfield,MA 02048 Project Number: SAP 137772/EQ872 Ann Jason Sherburne Received: 03/03/07 08:00 ANALYTICAL REPORT Report Dil Extracted Analysis Analyte Result Units Flag Limit Factor Date/rime Daterrime Analyst Method Batch ... ........................ . .. . ....... .-. ...... ... Sample ID: NQC0556-08(MT-3-Water)-cont.Sampled: 03/01/07 09:45 Dissolved Metals by EPA Method 200.7 Lead ND mg/L 0.00500 1 03/05/07 08:37 03/05/07 19:51 jwd EPA 200.7 7030691 Page 27 of 39 ' estAmerica ANALYTICAL TESTING CORPORATION 2960 Foster Creighton Road Nashville,TN 37204.800-765-0980'Fax 615-726-3404 Client Sovereign Consulting(Mansfield)/SHELL(13859] Work Order: NQC0556 905E South Main Street,Suite 202 Project Name: 590 lyannough Road,Hyannis,MA Mansfield,MA 02048 Project Number: SAP 137772/EQ872 Atm Jason Sherburne Received: 03/03/07 08:00 ANALYTICAL REPORT Report Dil Extracted Analysis Analyte Result Units Flag Limit Factor Date/Time Date/Time Analyst Method Batch ....... ....... Sample ID: NQC0556-08(MT-3-Water)-cont.Sampled: 03/01/07 09:45 EDB and DBCP by EPA Method 504.1 1,2-Dibromoethane(EDB) ND ug/t. 0.02041 1 03/07/07 1 L59 03/14/07 22:04 BES EPA 504 1 7031 171 Sum 1,3-Dichlorobenzene(52-170%) 126 Page 28 of 39 TestAimerica ANALYTICAL TESTING CORPORATION 2960 Foster Creighton Road Nashville,TN 37204'800-765-0980:Fax 615-726-3404 Client Sovereign Consulting(Mansfield)/SHELL(13859] Work Order: NQC0556 905B South Main Street,Suite 202 Project Name: 590 Iyannough Road,Hyannis,MA Mansfield,MA 02048 Project Number: SAP 137772/EQ872 Arm Jason Sherburne Received: 03/03/07 08-00 ANALYTICAL REPORT Report Dil Extracted Analysis Analyte Result Units Flag Limit Factor Date/Time Dateffime Analyst Method Batch .................. ... - ..............-. Sample ID: NQC0556-09(MW-202-Water)Sampled: 03/01/07 10:15 MADEP VPH VPH Preservation pH<2 Methyl tert-Butyl Ether ND ug/L 3.00 1 03/01/07 10:15 03/08/07 20.21 JHC MADEP VPH 7031467 Benzene ND ug/L 1.00 1 03/01/07 10:15 03/08/07 20:21 JHC MADEP VPH 7031467 Toluene ND ug/L 3.00 1 03/01/07 10:15 03/08/07 20:21 JHC MADEP VPH 7031467 Ethylbenzene ND ug/L 1.00 1 03/01/07 10:15 03/08/07 20:21 JHC MADEP VPH 7031467 m,p-Xylene ND ug/L 4.00 1 03/01/07 10:15 03/08/07 20:21 JHC MADEP VPH 7031467 o-Xylene ND ug/L 2.00 1 03/01/07 10:15 03/08/07 20:21 JHC MADEP VPH 7031467 Naphthalene ND ug/L 5.00 1 03/01/07 10:15 03/08/07 20:21 JHC MADEP VPH 7031467 C5-C8 Aliphatic Hydrocarbons,Unadjuste( ND ug/L 100 1 03/01/07 10.15 03/08/07 20:21 JHC MADEP VPH 7031467 C9-C12 Aliphatic Hydrocarbons,Unadjusb ND ug/L 100 1 03/01/07 10:15 03/08/07 20:21 JHC MADEP VPH 7031467 C5-C8 Aliphatic Hydrocarbons ND ug/L 100 1 03/01/07 10:15 03/08/07 20:21 JHC MADEP VPH 7031467 C9-C12 Aliphatic Hydrocarbons ND ug/L 100 l 03/01/07 10:15 03/08/07 20:21 JHC MADEP VPH 7031467 C9-C 10 Aromatic Hydrocarbons ND ug/L 100 1 03/01/07 10:15 03/08/07 2021 JHC MADEP VPH 7031467 Sum 2,5-Dibromotoluene(F1D)(70-130%) 94 Surr.2,i-Dibromotoluene(P1D)(70-130%) 92 I Page 29 of 39 TestAimerica ANALYTICAL TESTING CORPORATION 2960 Foster Creighton Road Nashville,TN 37204'800-765-0980`Fax 615-726-3404 Client Sovereign Consulting(Mansfield)/SHELL(13859] Work Order: NQC0556 905B South Main.Street,Suite 202 Project Name: 590 lyannough Road,Hyannis,MA Mansfield,MA 02048 Project Number: SAP 137772/EQ872 Attn Jason Sherburne Received: 03/03/07 08:00 ANALYTICAL REPORT Report Dil Extracted Analysis Analyte Result Units Flag Limit Factor Date/Time Datefrime Analyst Method Batch ............. .. .. ... ...............—------- ----.... .............. Sample ID:NQC0556-09(MW-202-Water)-cont.Sampled: 03/01/07 10:15 Dissolved Metals by EPA Method 200.7 Lead ND mg/L 0.00500 1 03/05/07 08:37 03/05/07 19:55 jwd EPA 2K7 7030691 Page 30 of 39 TestAmerica ANALYTICAL TESTING CORPORATION 2960 Foster Creighton Road Nashville,TN 37204'800-765-0980'Fax 615-726-3404 Client Sovereign Consulting(Mansfield)/SHELL(138591 Work Order: NQC0556 905B South Main Street,Suite 202 Project Name: 590 lyannough Road,Hyannis,MA Mansfield,MA 02048 Project Number: SAP 137772/EQ872 Arm Jason Sherburne Received: 03/03/07 08:00 ANALYTICAL REPORT Report Dil Extracted Analysis Analyte Result Units Flag Limit Factor Date/Time Date/Time Analyst Method Batch Sample ID: NQC0556-09(MW-202-Water)-cont.Sampled: 03/01/07 10:15 EDB and DBCP by EPA Method 504.1 1,2-Dibromoethane(EDB) ND ug/L 0.02000 1 03/07/07 11:59 03/14/07 22:24 BES EPA 504.1 7031171 Sure 1,3-Drchlorobenzene(52-170%) 119 Page 31 of 39 TestAmerica ANALYTICAL TESTING CORPORATION 2960 Foster Creighton Road Nashville,TN 37204.800-765-0980•Fax 615-726-3404 Client Sovereign Consulting(Mansfield)/SHELL(13859] Work Order: NQC0556 905E South Main Street,Suite 202 Project Name: 590 lyannough Road,Hyannis,MA Mansfield,MA 02048 Project Number: SAP 137772/EQ872 Atm Jason Sherburne Received: 03/03/07 08.00 ANALYTICAL REPORT Report Dil Extracted Analysis Analyte Result Units Flag Limit Factor Date rime Date/Time Analyst Method Batch ....... _.. ............... .. .... .. .. ..-.... ....... Sample ID: NQC0556-10(MW-202D-Water)Sampled: 03/01/07 10:45 MADEP VPH VPH Preservation pH<2 Methyl tert-Butyl Ether ND ug/L 3.00 1 03/01/07 10:45 03/08/07 20:57 JHC MADEP VPH 7031467 Benzene ND ug/L 1.00 t 03/01/07 10:45 03/08/07 20.57 JHC MADEP VPH 7031467 Toluene ND ug/L 3.00 1 03/01/07 10:45 03/08/07 20:57 JHC MADEP VPH 7031467 Ethylbenzene ND ug/L 1.00 1 03/01/07 10:45 03/08/07 20:57 JHC MADEP VPH 7031467 m,p-Xylene ND ug/L 4.00 1 03/01/07 10:45 03/08/07 20:57 JHC MADEP VPH 7031467 o-Xylene ND ug/L 2.00 1 03/01/07 10:45 03/08/07 20:57 JHC MADEP VPH 7031467 Naphthalene ND ug/L 5.00 1 03/01/07 10:45 03/08/07 20:57 JHC MADEP VPH 7031467 C5-C8 Aliphatic Hydrocarbons,Unadjuste( ND ug/L 100 1 03/01/07 10:45 03/08/07 20:57 JHC MADEP VPH 7031467 C9-C12 Aliphatic Hydrocarbons,Unadjuq ND ug/L 100 1 03/01/07 10:45 03/08/07 20.57 JHC MADEP VPH 7031467 C5-C8 Aliphatic Hydrocarbons ND ug/L 100 1 03/01/07 10.45 03/08/07 20:57 JHC MADEP VPH 7031467 C9-C12 Aliphatic Hydrocarbons ND ug/L 100 1 03/01/07 10:45 03/08/07 20:57 JHC MADEP VPH 7031467 C9-C 10 Aromatic Hydrocarbons ND ug/L 100 1 03/01/07 10:45 03/08/07 20.57 JHC MADEP VPH 7031467 Surr:2,5-Dibromotoluene(F1D)(70-130%) 96% Surr:2,5-Dibromomluene(P1D)(70-130%) 94% Page 32 of 39 TestAmerica ANALYTICAL TESTING CORPORATION 2960 Foster Creighton Road Nashville,TN 37204.800-765-0980'Fax 615-726-3404 Client Sovereign Consulting(Mansfield)/SHELL(13859] Work Order: NQC0556 905B South Main Street,Suite 202 Project Name: 590 Iyannough Road,Hyannis,MA Mansfield,MA 02048 Project Number: SAP 137772/EQ872 Attu Jason Sherburne Received: 03/03/07 08:00 ANALYTICAL REPORT Report Dil Extracted Analysis Analyte Result Units Flag Limit Factor Date/Time Date/Time Analyst Method Batch ... .... ................ . .... .. .. ...... ... .. ........................ .. .-- ........... ....... Sample ID: NQC0556-10(MW-202D-Water)-cont.Sampled: 03/01/07 10:45 Dissolved Metals by EPA Method 200.7 Lead ND mg/L 0.00500 1 03/05/07 08:37 03/05/07 20:00 jwd EPA 200.7 7030691 Page 33 of 39 TestAmerica ANALYTICAL TESTING CORPORATION 2960 Foster Creighton Road Nashville,TN 37204'800-765-0980'Fax 615-726-3404 Client Sovereign Consulting(Mansfield)/SHELL(13859) Work Order: NQC0556 905B South Main Street,Suite 202 Project Name: 590 lyannough Road,Hyannis,MA Mansfield,MA 02048 Project Number: SAP 137772/EQ872 Ann Jason Sherburne Received: 03/03/07 08:00 ANALYTICAL REPORT Report Dil Extracted Analysis Analyte Result Units Flag Limit Factor Date/Time Date/rime Analyst Method Batch Sample ID: NQC0556-10(MW-202D-Water)-cont.Sampled: 03/01/07 10:45 EDB and DBCP by EPA Method 504.1 1,2-Dibromoethane(EDB) ND ug/L 0.02029 I 03/07/07 11:59 03/14/07 22:43 BES EPA 504.1 7031 171 Sum-1.3-Dichlorobenzene(52-17091) 125 Page 34 of 39 • CONSULTING September 21,2007 DHL#23597121855 Town of Hyannis Town Engineer 367 Main Street Hyannis,MA 02601 Re: Groundwater Sampling Results,August 2007 Former Shell Branded Gasoline Station#137772 590 Iyannough Road Hyannis,MA Dear Town Engineer: Pursuant to your authorization Sovereign Consulting Inc. personnel collected groundwater samples from monitoring wells installed at the above referenced property. The samples were submitted for laboratory analysis of volatile petroleum hydrocarbons --; (VPH), Lead and gasoline oxygenates. A copy of the laboratory analytical is attached:, ` As always, we thank you for your continued consideration and cooperation m our r remediation efforts. If you have any questions regarding this submittal, please feel-free r to contact the undersigned at 508-339-3200. C = Sincerely, SOVERE GN CONSULTING,INC. ' Jason Sherburne Project Manager` Attachments: Laboratory Data Reports cc: with attachment Mr.David Weeks,Motiva MassDEP- SERO Sovereign File-EQ872 905B S. Main Street, Unit 202 • Mansfield, MA 02048 •Tel: 508-339-3200 • Fax: 508-339-3248 NOTICE OF ENVIRONMENTAL SAMPLING As required by 310 CMR 40.1403(10) of the Massachusetts Contingency Plan r BWSC 123 "Rill! This Notice is Related to Release Tracking Number 4� 17651 A. The address of the disposal site related to this Notice and Release Tracking Number(provided above): 1. Street Address: 590 lyannough Rd. City/Town: Hyannis Zip Code: 02601 B. This notice is being provided to the following party: 1. Name: Town of Hyannis, Town Engineer 2. Street Address: 367 Main Street City/Town: Hyannis Zip Code: 02601 C. This notice is being given to inform its recipient(the party listed in Section B): Q✓ 1. That environmental sampling will be/has been conducted at property owned by the recipient of this notice. Z2. Of the results of environmental sampling conducted at property owned by the recipient of this notice. Q✓ 3. Check to indicate if the analytical results are attached. (If item 2. above is checked,the analytical results from the environmental sampling must be attached to this notice. D. Location of the property where the environmental sampling will be/has been conducted: 1. Street Address: 590 lyannough Rd. City/Town: Hyannis Zip Code: 02601 2. MCP phase of work during which the sampling will be/has been conducted: ❑Immediate Response Action ❑Phase III Feasibility Evaluation ❑Release Abatement Measure ❑ Phase IV Remedy Implementation Plan ❑Utility-related Abatement Measure ❑✓ Phase V/Remedy Operation Status ❑Phase I Initial Site Investigation ❑Post-Class C Operation, Maintenance and Monitoring ❑Phase II Comprehensive Site Assessment ❑ Other (specify) 3. Description of property where sampling will be/has been conducted: ❑residential [ commerical ❑industrial ❑school/playground ❑Other (specify) 4. Description of the sampling locations and types(e.g.,soil, groundwater)to the extent known at the time of this notice. Groundwater from monitoring wells E.Contact information related to the party providing this notice: Contact Name: Jason Sherburne Street Address: 905E South Main Street, Suite 202 City/Town: Mansfield Zip Code: 02048 Telephone: (508)339-3200 Email: Jherburne@sovcon.com NOTICE OF ENVIRONMENTAL SAMPLING As required by 310 CMR 40.1403(10) of the Massachusetts Contingency Plan MASSACHUSETTS REGULATIONS THAT REQUIRE THIS NOTICE This notice is being provided pursuant to the Massachusetts Contingency Plan and the notification requirement at 310 CMR 40.1403(10). The Massachusetts Contingency Plan is a state 'regulation that specifies requirements for parties who are taking actions to address releases of chemicals (oil or hazardous material) to the environment. THE PERSON(S) PROVIDING THIS NOTICE This notice has been sent to you by the party who is addressing a release of oil or hazardous material to the environment at the location listed in Section A on the reverse side of this form. (The regulations refer to the area where the oil or hazardous material is present as the "disposal'site".) PURPOSE OF THIS NOTICE When environmental samples are taken as part of an investigation under the Massachusetts Contingency Plan at a property on behalf of someone other than the owner of the property, the regulations require that the property owner (listed in Section B on the reverse side of this form) be given notice of the environmental sampling. The regulations also require that the property owner subsequently receive the analytical results following the analysis of the environmental samples. Section C on the reverse side of this form indicates the circumstance under which you are receiving this notice at this time. If you are receiving this notice to inform you of the analytical results following the analysis of the environmental samples, you should also have received, as an attachment, a copy of analytical results. These results should indicate the number and type(s) of samples (e.g., soil, groundwater) analyzed, any chemicals identified, and the measured concentrations of those chemicals. Section D on the reverse side of this form identifies the property where the environmental sampling will be/has been conducted, provides a description of the sampling locations within the property, and indicates the phase of work under the Massachusetts Contingency Plan regulatory process during which the samples will be/were collected. FOR MORE INFORMATION Information about the general process for addressing releases of oil or hazardous material under the Massachusetts Contingency Plan and related public involvement opportunities may be found at http://www.mass.gov/dep/cleanup/oview.htm.. For more information regarding this notice, you may contact the party listed in Section E on the reverse side of this form. Information about the disposal site identified in Section A is also available in files at the Massachusetts Department of Environmental Protection. See http://mass.aov/dep/about/region/schedule.htm if you would like to .make . an appointment to see these files. Please reference the Release Tracking Number listed in-the upper right hand corner on the reverse side of this form when making file review appointments. TestA c ,rHE LEADER IlV ENVIRONWNTAL `f rzSTtN:G 2960 Foster Creighton Road Nashville,TN 37204.800-765-0980 Fax615-726-3404 September 10,2007 4:10:46PM Client: Sovereign Consulting(Mansfield)/SHELL(13859] Work Order: NQH3282 905B South Main Street,Suite 202 Project Name: 590 Iyannough Road,Hyannis,MA Mansfield,MA 02048 Project Nbr: SAP 137772/EQ872 Attn: Jason Sherburne P/O Nbr: 97346878 Date Received: 08/28/07 SAMPLE IDENTIFICATION LAB NUMBER COLLECTION DATE AND TIME GT-I NQH3282-01 08/24/07 10:10 GT-3 NQH3282-02 08/24/07 09:00 GT-4 NQH3282-03 08/24/07 09:35 GT-5 NQH3282-64 08/24/07 12:25 GT-7 NQH3282-05 08/24/07 13:00 MW-101 NQH3282-06 08/24/07 14:00 MW-102 NQH3282-07 08/24/07 13:30 MT-I/MT-3 NQH3282-08 08/24/07 10:45 MW-202 NQH3282-09 08/24/07 11:50 M W-202D NQH3282-10 08/24/07 11:20 An executed copy of the chain of custody, the project quality control data, and the sample receipt form are also included as an addendum to this report. If you have any questions relating to this analytical report, please contact your Laboratory Project Manager at 1-800-765-0980. These results relate only to the items tested, and this report may not be reproduced except in full and with the permission of the Laboratory. Any opinions,if expressed,are outside the scope of the Laboratory's accredidation. This material is intended only for the use of the individual(s) or entity to whom it is addressed, and may contain information that is privileged and confidential. If you are not the intended recipient, you are hereby notified that any dissemination, distribution, or copying of this material is strictly prohibited. If you have received this material in error,please notify us immediately at 615-726-0177. Additional Laboratory Comments: All samples were received in good condition,properly preserved,and properly labeled.All analyses were completed within holding times. All no responses from the attached"MCP Response Action Analytical Report Certification Form"are addressed below. F.The full MCP 8260B CAM analyte list was not reported.Only those analytes requested on the chain of custody by the client were reported. The Chain(s)of Custody,2 pages,are included and are an integral part of this report. These results relate only to the items tested. This report shall not be reproduced except in full and with permission of the laboratory. Page I of 18 TestAme.rt,c....Q . THE LF-ADr=R IN ENVIRf3Ntv1�NTAL 1TIESTldG 2960 Foster Creighton Road Nashville,TN37204'800-765-0980'Fax 615-726-3404 Client Sovereign Consulting(Mansfield)/SHELL(13859] Work Order: NQH3282 905E South Main Street,Suite 202 Project Name: 590 lyannough Road,Hyannis,MA Mansfield,MA 02048 Project Number: SAP 137772/EQ872 Attn Jason Sherburne Received: 08/28/07 08:00 All solids results are reported in wet weight unless specifically stated. Estimated uncertainity is available upon request. This report has been electronically signed. Report Approved By: Mark Hollingsworth Program Manager-National Accounts Page 2 of 18 TOStAmericawommmm - Is THE LEADER 11N rt'1 IROJV N4EWAL TESTING 2960 Foster Creighton Road Nashville,TN 37204 800-765-0960'Fax 615-726-3404 Client Sovereign Consulting(Mansfield)/SHELL(138591 Work Order: NQH3282 905E South Main Street,Suite 202 Project Name: 590 lyannough Road,Hyannis,MA Mansfield,MA 02048 Project Number: SAP 137772/EQ872 Attu Jason Sherburne Received: 08/28/07 08:00 Sample Cooler Information Lab ID Cooler ID Temp Seals Containers Intact Preservation Confirmed On Ice 4179 2-IC Yes Yes Yes Yes Page 3 of 18 MADEP MCP Response Action Analytical Report Certification Form Laboratory Name:TestAmerica Analytical Testing Corp. Project#: SAP 137772/EQ872 Project Location: 590 Iyannough Road,Hyannis,NO City: 5 MADEP RTN: This Form provides certifications for the following data set: Lab SDG# NQH3282 Sample Matrices: _Groundwater _Soil/Sediment __Drinking Water _Other MCP S W-846 260B _8151A _8330 _6010B 7470A/lA Methods Used 8270C 8081A VPH 6020 9014M 8082 _8021 B EPH 7000 S Other An affirmative response to questions A,B,and C is required for"Presumptive Certainty"Status A. Were all samples received by the laboratory in a condition consistent with that described on the chain-of-custody documentation for the data set? _✓Yes _No B. Were all QA/QC procedures required for the specified analytical method(s) included in this report followed, including the requirement to note and discuss in a narrative QC data that did not meet appropriate performance standards or guidelines? Yes No C. Does the analytical data included in this report meet all the requirements for"Presumptive Certainty",as described in section 2.0 of the MADEP document CAM VII A,"Quality Assurance and Quality Control Guidelines for the Acquisition and Reporting of Analytical Data"? Yes No D. VPH and EPH methods only:Was the EPH or VPH method run without significant 14(A- modifications,as specified in section 11.3? A response to questions E and F below is required for"Presumptive Certainty" status E. Were all QC performance standards and recommendations for the specified methods achieved? V/Yes _No F. Were results for all analyte-list compounds/elements for the specified method(s)reported? Yes o All No answers must be addressed in an attached Laboratory Case Narrative I,the undersigned,attest under the pains and penalties of perjury that,based upon my personal inquiry of those responsible for obtaining the information,the material contained in this analytical report is,to the best of my knowledge and belief,accura a e. Signatur Position: Printed Name: Date: Q i� www.testamericainc.com TestAmerica Analytical Testing Corporation TestAmerica Drilling Corporation TestAmerica Air Emission Corporation Page 4 of 18 Menca THE LEADER IN r=NVl€30NMENTAL TESTING 2960 Foster Creighton Road Nashville,TN 37204 800-765-0980 Fax615-726-3404 Client Sovereign Consulting(Mansfield)/SHELL(138591 Work Order: NQH3282 905B South Main Street,Suite 202 Project Name: 590 lyannough Road,Hyannis,MA Mansfield,MA 02048 Project Number: SAP 137772/EQ872 Attn Jason Sherbume Received: 08/28/07 08:00 ANALYTICAL REPORT Report Dil Extracted Analysis Analyte Result Units Flag Limit Factor Daterrime Daterrime Analyst Method Batch Sample ID: NQH3282-09(MW-202-Water)Sampled: 08/24/07 11:50 Volatile Organic Compounds by EPA Method 8260B Tert-Amyl Methyl Ether ND ug/L 1.00 1 09/02/07 00:00 09/02/07 08.58 cmj SW846 8260E 7090380 Ethyl tert-Butyl Ether ND ug/L 1.00 1 09/02/07 00:00 09/02/07 08:58 cmj SW846 8260E 7090380 Diisopropyl Ether ND ug/L 1.00 1 09/02/07 00.00 09/02/07 08:58 cmj SW846 8260E 7090380 Methyl tert-Butyl Ether ND ug/L 1.00 1 09/02/07 00:00 09/02/07 08:58 cmj SW846 8260E 7090380 Tertiary Butyl Alcohol ND ug/L 20.0 1 09/02/07 00:00 09/02/07 08.58 cmj SW846 8260E 7090380 Ethanol ND ug/L too 1 09/02/07 00:00 09/02/07 08:58 cmj SW846 8260E 7090380 Surr:1,1-Diehloroerhane-d4(62-142%) 116% Surr:Dibromojluoromethane(78-123%) 116% Surr:Toluene<l8(79-110'1) 106% Surr.4-BromoJluorobemene(75-13391o) 114% Page 13 of 18 I' Te�menca Tfig LEADER 114 ENV1R0l`0Ae+tT AL TCSTtN u 2960 Foster Creighton Road Nashville,TN 37204 800.765-0980'Fax 615-726-3404 Client Sovereign Consulting(Mansfield)/SHELL(138591 Work Order: NQH3282 905E South Main Street,Suite 202 Project Name: 590 Iyannough Road,Hyannis,MA Mansfield,MA 02048 Project Number: SAP 137772/EQ872 Ann Jason Sherburne Received: 08/28/07 08:00 ANALYTICAL REPORT Report Dil Extracted Analvsis Analyte Result Units Flag Limit Factor Date/Time Date/Time Analyst Method Batch Sample ID: NQH3282-10(MW-202D-Water)Sampled: 08/24/07 11:20 Volatile Organic Compounds by EPA Method 8260B Tert-Amyl Methyl Ether ND ug/L 1.00 1 09/02/07 00:00 09/02/07 09:25 cmj SW846 8260B 7090380 Ethyl tert-Butyl Ether ND ug/L 1.00 1 09/02/07 00:00 09/02/07 09:25 cmj SW846 8260B 7090380 Diisopropyl Ether ND ug/L 100 1 09/02/07 00:00 09/02/07 0925 cmj SW846 8260B 7090380 Methyl tert-Butyl Ether ND ug/L 1.00 1 09/02/07 00:00 09/02/07 09 25 cmj SW846 8260B 7090380 Tertiary Butyl Alcohol ND ug/L 20.0 1 09/02/07 00:00 09/02/07 09:25 cmj SW846 8260B 7090380 Ethanol ND ug/L 100 1 09/02/07 00:00 09/02/07 09:25 cmj SW846 8260B 7090380 Surr:1,2-Dichloroethane-d4(62-141%) 127% Surr:DibromoJluoromethane(78-123%) 117% Surr:Toluene-&(79-120916) 106% Surr:4-Bromofluorobenzene(75-13391o) 119% Page 14 of 18 TestAmertca 1 Ht LEADER tN ENVIRONMENTAL TESTING 2960 Foster Creighton Road Nashville,TN 37204,800-765-0980'Fax 615-726-3404 Client Sovereign Consulting(Mansfield)/SHELL(138591 Work Order: NQH3282 905B South Main Street,Suite 202 Project Name: 590 Iyannough Road,Hyannis,MA Mansfield,MA 02048 Project Number: SAP 137772/EQ872 Attn Jason Sherburne Received: 08/28/07 08-00 PROJECT QUALITY CONTROL DATA Blank Analyte Blank Value Q Units Q.C.Batch Lab Number Analyzed Date/Time Volatile Organic Compounds by EPA Method 8260B 7090380-BLKI Tert-Amyl Methyl Ether <0.450 ug/L 7090380 7090380-BLKI 09/02/07 04:53 Ethvl tert-Butyl Ether <0.440 ug/L 7090380 7090380-BLKI 09/02/07 04:53 Diisopropyl Ether <0.440 ug!L 7090380 7090380-BLKI 09/02/07 04,53 Methyl tert-Butyl Ether <0.310 ugiL 7090380 7090380-BLKI 09/02/07 04:53 Tertiary Butyl Alcohol <4.61 ug/L 7090380 7090380-BLKI 09/02/07 04:53 Ethanol <62.0 ug/L 7090380 7090380-BLKI 09/02/07 04:53 Surrogate:1,1-Dichloroethaned4 130% 7090380 7090380-BLKI 09/02/07 04:53 Surrogate:1,1-Dichloroethane-d4 130% 7090380 7090380-BLKI 09/02/07 04:53 Surrogate:DibromoJluoromethane 117% 7090380 7090380-BLKI 09/02/07 04:53 Surrogate:DibromoJluoromethane 117% 7090380 7090380-BLKI 09/02/07 04:53 Surrogate:Toluene-& 108% 7090380 7090380-BLKI 09/02/07 04:53 Surrogate:Toluene-& 108% 7090380 7090380-BLKI 09/02/07 04:53 Surrogate:4-Bromojluorobenzene 118% 7090380 7090380-BLKI 09/02/07 04:53 Surrogate:4-BromoJluorobenzene 118% 7090380 7090380-BLKI 09/02/07 04:53 Page 15 of 18 ' meL c THE LEAMR IN ENVIRONMENTAL TESTMG 2960 Foster Creighton Road Nashville,TN 37204 800-765-0980'Fax 615-726-3404 Client Sovereign Consulting(Mansfield)/SHELL(138591 Work Order: NQH3282 905B South Main Street,Suite 202 Project Name: 590 lyannough Road,Hyannis,MA Mansfield,MA 02048 Project Number: SAP 137772/EQ872 Attu Jason Sherburne Received: 08/28/07 08:00 PROJECT QUALITY CONTROL DATA LCS Target Analyzed Analyte Known Val. Analyzed Val Q Units %Rec. Range Batch Date/Time Volatile Organic Compounds by EPA Method 8260B 7090380-BSI Tert-Amyl Methyl Ether 50.0 48.0 ug/L 96% 63-133 7090380 09/02/07 03:05 Ethyl tert-Butyl Ether 50.0 47.7 ug/L 95% 65-126 7090380 09/02/07 0305 Diisopropyl Ether 50.0 54.6 ug/L 109% 74-120 7090380 09/02/07 0305 Methyl tert-Butyl Ether 50.0 53.6 ug/L 107% 69-122 7090380 09/02i07 0305 Tertiary Butyl Alcohol 500 572 ug/L 114% 33-181 7090380 09/02/07 03:05 Ethanol 5000 6260 ug/L 125% 41-166 7090380 09/02/07 03:05 Surrogate:1,2-Dichloroethaned4 50.0 61.1 122% 62-142 7090380 09/02/07 03:05 Surrogate:1,2-Dichloroethane-d4 50.0 61.1 122% 62-142 7090380 09/02/07 03:05 Surrogate:Dibromofluoromethane 50.0 57.2 114% 78-123 7090380 09/02/07 03:05 Surrogate:Dibromofluoromethane 50.0 57.2 114% 78-123 7090380 09/02/07 03.05 Surrogate:Toluene-d8 50.0 55.1 l 10% 79-120 7090380 09/02/07 03:05 Surrogate:Toluene-& 50.0 55.1 110% 79-120 7090380 09/02/07 03:05 Surrogate:4-Bromofluorobenzene 50.0 51.9 104% 75-133 7090380 09/02/07 03:05 Surrogate:4-Bromofluorobenzene 50.0 51.9 104% 75-133 7090380 09/02/07 03:05 Page 16 of 18 TestAmenca THE LEAOER IN r.NVl}'vt7fYMENTAL fEsTtNG 2960 Foster Creighton Road Nashville,TN 37204.800-765-0980 Fax615-726-3404 Client Sovereign Consulting(Mansfield)/SHELL(13859] Work Order: NQH3282 905B South Main Street,Suite 202 Project Name: 590 lyannough Road,Hyannis,MA Mansfield,MA 02048 Project Number: SAP 137772/EQ872 Attn Jason Sherburne Received: 08/28/07 08:00 PROJECT QUALITY CONTROL DATA LCS Dup Spike Target Sample Analyzed Analyte Orig.Val. Duplicate Q Units Conc %Rec. Range RPD Limit Batch Duplicated Date/Time Volatile Organic Compounds by EPA Method 8260B 7090380-BSD1 Ten-Amyl Methyl Ether 44.9 ug/L 50.0 90% 63-133 7 16 7090380 09/02/07 0332 Ethyl tert-Butyl Ether 46-3 ug/L 50.0 93% 65-126 3 16 7090380 09/02/07 03:32 Diisopropyl Ether 54.7 ug/L 50.0 109% 74-120 0.2 17 7090380 09/02/07 0332 Methyl tert-Butyl Ether 51.0 ug/L 50.0 102% 69-122 5 16 7090380 09/02/07 03:32 Tertiary Butyl Alcohol 479 ug/L 500 96% 33-181 18 20 7090380 09/02/07 03-32 Ethanol 4840 ug/L 5000 97% 41-166 26 43 7090380 09/02/07 03:32 .Surrogate:1,2-Dichloroethane-d4 58.4 ug/L %0 117% 62-142 7090380 09/02/07 03:32 Surrogate:1,2-Dichloroelhane-d4 58.4 ug/L 500 117% 62-142 7090380 09/02/07 03-32 .Surrogate:Dibromofluoromethane 56.4 ug/L 50.0 113% 78-123 7090380 09/02/07 03:32 Surrogate:Dibromofluoromethane 56.4 ug/L 50.0 113% 78-123 7090380 09/02/07 03:32 Surrogate:Toluene-& 55.8 ug/L 50.0 112% 79-120 7090380 09/02/07 03:32 Surrogate:Toluene-d8 55.8 ug/L 50.0 112% 79-120 7090380 09/02/07 03:32 Surrogate:4-Bromofluorobenzene 52.8 ug/L 50.0 106% 75-133 7090380 09/02/07 03:32 Surrogate:4-Bromofluorobenzene 52.8 ug/L 50.0 106% 75-133 7090380 09/02/07 03.32 Page 17 of 18 r . TestAmedca THE LEADER IN EN'VIR0NlAr= ITAL TE$TfN'G 2960 Foster Creighton Road Nashville.TN 37204'800-765-0980'Fax615.726-3404 Client Sovereign Consulting(Mansfield)/SHELL(13859] Work Order: NQH3282 905E South Main Street,Suite 202 Project Name: 590 lyannough Road,Hyannis,MA Mansfield,MA 02048 Project Number: SAP 137772/EQ872 Arm Jason Sherburne Received: 08/28/07 08:00 DATA QUALIFIERS AND DEFINITIONS ND Not detected at the reporting limit(or method detection limit if shown) Page 18 of 18 TEST AMERI A 4 Shell Oil Products US Chain Of Custody Record 02690 FOSTER CREIGHTON,NASHVILLE,TN 37!09 SOP US Project Manager to be Invoiced: .tNCIDENT;#,:(9&E ONLY.) Rnn.765-0980 FA%M 616- 26.3404 Q SCIENCE&ENGINEERING ❑CHECK BOX TO VERIFY IF NO INCIDENT NUMBER APPLIES a' QH3Z82 ❑TECHNICAL SERVICES N 9734BB7B DATE: III a/.NAME OF PERSON TO BILL:DAVE WEEKS ;$A(,1�j.; ^ 2/07 23:59 ❑BILL CONSULTANT PAGE: of of SHELL EE:DAVE WEEKS 137772 eoNernTANT cOMPaNv: SITE ADDRESS ISt—t end City): Sovereign Consulting Inc. App REee 590 I annou h Road,Hyannis MA 905E South Main Street-Suite 202 PROJECT CONTACT(Rape te): i CONSULTANT PROJECT NO.:E0872 LITv Jason Sherburne Mansfield,MA 02408 6Ar.1A M)(who: ::CA8:U5EQNIY TELEPHONE., GAY E.h1Att' w (508(339.3200 ( 08)339-3248 TURNAROUND TIME(CALENDAR DAYS): ED STANDARD(10 DAY) ❑S DAYS 3 DAYS ❑2 DAYS ❑24 HOURS ❑RESULTS NEEDED ON WEEKEND REQUESTED ANALYSIS(Please place checkmarks next to desired analysis options in column headings.) Deliverables: Copy to SovCon,Copy to Shell E Car :1 PM sa Idles,vre n•ccry er ed ov a depleos C. if) :L'atiuratory:, TEMPERATURE ON RECEIPT C" d twp .-Notes. C SPECIAL INSTRUCTIONS OR NOTE10 INCLUDE MDUS IN THE DATA DELIVERABLES ❑Site is GWI,please note Detection limit Rqs MADEP MCP Response Action Analyt�al Report Certification Form requires completion;MA DEPVPH/EPH policy Appendix 3 0 C VPH/EPH Data report info needed for 11PHIEPH anal Sis;Report in dry weight where needed and according to DEP Methods; 4) cc SAMPLING PRESERVATIVE CAB Field Sample identifi ation MATRIX No.OF O W USE. DATE TIME corJr. 'ONLY HCL HNO3 H2SO4 NONE OTHER ( girt' •� � I �' �fa • la+ +4,ve U - 10� 4120 Mw Jo a Mw• ao�.jb11-1ao �, V V Custody Seal Number Rec—W by.(Signature) Da e:Rebnqu,shetl by(Signelura) The: 4A 1 cualody SeN Number Received bv.(Signalure) ' Relnqu,shetl by(Signelure) Dale' Tyne' Custody Seal Number: ii Repsived by(Signolur ` �� / Dale: Reynduuhetl Dy:(Sipnelwe) / TMa: 1/20/06 Rewuon l� ITeStA ! merica tialnlUt T;SIMO c03TOU110N Nas ville,'IN COOLER RECEIPT FORM NQH3282 Cooler ReceivedlOpened On_8-28-07 8:00 1. Tracking# (last 4 digits,FedEx) Courier.__Fed-Ex_ IRGunIn. 9a15Q7 2. Temperature of rep.sample or temp blank when opened: a 1 Degrees Celsius 3. If Item#2 temperature is 0°C or less,was the representative sample or temp blank frozen? YES NO...� 4. Were custody seals on outside of cooler?. ... NO...NA l r If yes,how many and where:_ I v 4 5. Were the seals intact,signed,and dated correctly? + YE ...NO...NA 6. Were custody papers inside cooler? &NO...NA certify that I opened the cooler and answered questions 1 6(intial) 7. Were custody seals on containers: YES NO and Intact Were these signed and qRjpxLr,orrectly? YES...NO... A 8. Packing mat'I use ubble ap Plastic bag Peanuts Vermiculite Foam Insert Paper Other None 9. Cooling process: Ice --Ice-pack Ice(direct contact) Dry'ice Other None 10. Did all containers arrive in good condition(unbroken)? YES--NO...NA' 11. Were all container labels complete(#,date,signed,pres.,etc)? tES.).NO...NA 12. Did all container labels and tags agree with custody papers? .NO...NA 13a. Were VOA vials received? NO...NA b. Was there any observable headspace present in an VOA vial? N y Y S..NO�:.NA 14. Was there a Trip Blank in this cooler? YES.0.NA If multiple coolers,sequence# I certify that I unloaded the cooler and answered questions 7 14(intial) 15a. On pres'd bottles,did pH test strips suggest preservation reached the correct pH level? YES.. NA b. Did the bottle labels indicate that the correct preservatives were used ... NO...NA If preservation in-house was needed,record standard ID of preservative used here 16. Was residual chlorine present? NO. certify that I checked for chlorine and pH as per SOP and answered questions 15 16(intial) 17. Were custody papers properly filled out(ink,signed,etc)? Y ...NO...NA 18. Did you sign the custody papers in the appropriate place? NO...NA 19. Were correct containers used for the analysis requested? Y ...NO...NA 20. Was sufficient amount of sample sent in each container? E ...NO...NA I certi that I entered this project into LIMS and answered questions 17-20 intial I certifythat I attached a label with the unique LIMS number to each container intial 21. Were there Non-Conformance issues at login? YES...NO Was a PIPE generated?YES...NO...# BIS=Broken in shipment Cooler Receipt Form.doc 1_F-1 Revised 4/18/07 End of Form r TestAm�eri.ca THE LEADER IN SNtirIRONh6ENITAl`BESTING 2960 Foster Creighton Road Nashville,TN 37204.800-765-0980'Fax 615-726-3404 September 10,2007 4:20:59PM Client: Sovereign Consulting(Mansfield)/SHELL(13859] Work Order: NQH3266 905B South Main Street,Suite 202 Project Name: SC-590 Iyannough Road,Hyannis,MA Mansfield,MA 02048 Project Nbr: SAP 137772/EQ872 Attn: Jason Sherburne P/O Nbr: 97346878 Date Received: 08/28/07 SAMPLE IDENTIFICATION LAB NUMBER COLLECTION DATE AND TIME GT-1 NQH3266-01 08/24/07 10:10 GT-3 NQH3266-02 08/24/07 09:00 GT-4 NQH3266-03 08/24/07 09:35 GT-5 NQH3266-04 08/24/07 12:25 GT-7 NQH3266-05 08/24/07 13:00 MW-101 NQH3266-06 08/24/07 14:00 M W-102 NQH3266-07 08/24/07 13:30 MT-I/MT-3 NQH3266-08 08/24/07 13:45 M W-202 NQH3266-09 08/24/07 11:50 M W-202D NQH3266-10 08/24/07 11:20 An executed copy of the chain of custody, the project quality control data, and the sample receipt form are also included as an addendum to this report. If you have any questions relating to this analytical report, please contact your Laboratory Project Manager at 1-800-765-0980. These results relate only to the items tested, and this report may not be reproduced except in full and with the permission of the Laboratory. Any opinions,if expressed,are outside the scope of the Laboratory's accredidation. This material is intended only for the use of the individual(s) or entity to whom it is addressed, and may contain information that is privileged and confidential. If you are not the intended recipient, you are hereby notified that any dissemination, distribution, or copying of this material is strictly prohibited. If you have received this material in error,please notify us immediately at 615-726-0177. *HydroCarbon Range data exclude area counts of any surrogate(s)and/or internal standards eluting in that range. •VPH C5-C8 Aliphatic Hydrocarbons exclude the concentration of Target Analytes eluting in that range. *Adjusted C5-C8 Aliphatic Hydrocarbons range excluded the concentrations fo MTBE,Benzene and toluene. *VPH C9-C12 Aliphatic Hydrocarbons exclude target analytes eluting in that range AND concentration of C9-C10 Aromatic Hydrocarbons. *Adjusted C9-C 12 Aliphatic Hydrocarbon range excludes the concentration of Ethylbenzene,m-,p-,and o-Xylene and the C9-C 10 Aromatic Hydrocarbon values. Additional Laboratory Comments: All samples were received in good condition,properly preserved,and properly labeled.All analyses were completed within holding times. All no responses from the attached"MCP Response Action Analytical Report Certification Form"are addressed below. F.The full MCP 6010B CAM analyte list was not reported.Only those analytes requested on the chain of custody by the client were reported. The Chain(s)of Custody,2 pages,are included and are an integral part of this report. These results relate only to the items tested. This report shall not be reproduced except in full and with permission of the laboratory. All solids results are reported in wet weight unless specifically stated. Estimated uncertainity is available upon request. Page 1 of 29 TestA.merilca 1 11 WOOMMI I ".- ".THE Lt=AIDER IIN ENVIRONMENTAL TESTMG 2960 Foster Creighton Road Nashville,TN 37204'800-765-0980'Fax615-726-3404 Client Sovereign Consulting(Mansfield)/SHELL(13859] Work Order: NQH3266 905B South Main Street,Suite 202 Project Name: SC-590 lyannough Road,Hyannis,MA Mansfield,MA 02048 Project Number- SAP 137772/EQ872 Attn Jason Sherburne Received: 08/28/07 08:00 This report has been electronically signed. Report Approved By: Mark Hollingsworth Program Manager-National Accounts I Page 2 of 29 TestAmep.ca THEELCAOeR ON ENVIRONMENTAL rESTIN�G 2960 Foster Creighton Road Nashville,TN 37204`800-765-0980`Fax 615-726-3404 Client Sovereign Consulting(Mansfield)/SHELL(138591 Work Order: NQH3266 905B South Main Street,Suite 202 Project Name: SC-590 lyannough Road,Hyannis,MA Mansfield,MA 02048 Project Number: SAP 137772/EQ872 Attn Jason Sherburne Received: 08/28/07 08:00 Sample Cooler Information Lab ID Cooler ID Temp Seals Containers Intact Preservation Confirmed On Ice 4179 2.1C Yes Yes Yes Yes Page 3 of 29 r MADEP MCP Response Action Analytical Report Certification Form Laboratory Name:TestAmerica Analytical Testing Corp. Project#: SAP 137772/EQ872 Project Location: SC-590 Iyannough Road,Hyanni City: 44\ >f}NFA\�S MADEP RTN: This Form provides certifications for the following-data set: Lab SDG# NQH3266 Sample Matrices: _Groundwater _Soil/Sediment _Drinking Water _Other _8260B _8151A _8330 _V16101013 _7470AIIA MCP S W-846 Methods Used _8270C _8081AH 6020 9014M _8082 —8021 B —EPH —7000 S —Other An affirmative response to questions A,B,and C is required for"Presumptive Certainty"Status A. Were all samples received by the laboratory in a condition consistent with /' that described on the chain-of-custody documentation for the data set? ✓Yes No B. Were all QA/QC procedures required for the specified analytical method(s) included in this report followed,including the requirement to note and discuss in a narrative QC data that did not meet appropriate performance standards or guidelines? tZ Yes —No C. Does the analytical data included in this report meet all the requirements for"Presumptive Certainty",as described in section 2.0 of the MADEP document CAM VII A,"Quality Assurance and Quality Control Guidelines for the Acquisition and Reporting of Analytical Data"? Yes No D. VPH and EPH methods only:Was the EPH or VPH method run without significan — modifications,as specified in section 11.3? es No A response to questions E and F below is required for"Presumptive Certainty" status E. Were all QC performance standards and recommendations for the specified methods achieved? Yes No F. Were results for all analyte-list compounds/elements for the specified — method(s)reported? Yes All No answers must be addressed in an attached Laboratory Case Narrative I,the undersigned,attest under the pains and penalties of perjury that,based upon my personal inquiry of those responsible for obtaining the information,the material contained in this anal t'cal re ort is,to the best of my knowledge and belief,accu Signature• Position: Printed Name:/��lJ Date: tom' www.testamericainc.com TestAmerica Analytical Testing Corporation TestAmerica Drilling Corporation TestAmerica Air Emission Corporation Page 4 of 29 �.". -8-t;America THE LEADER IN ENVIRONMENTAL TESTING 2960 Foster Creighton Road Nashville,TN 37204 800-765-0980'Fax 615-726-3404 Client Sovereign Consulting(Mansfield)/SHELL(138591 Work Order: NQH3266 905B South Main Street,Suite 202 Project Name: SC-590 lyannough Road,Hyannis,MA Mansfield,MA 02048 Project Number: SAP 137772/EQ872 Atm Jason Sherburne Received: 08/28/07 08:00 ANALYTICAL REPORT Report Dill Extracted Analysis Analyte Result Units Flag Limit Factor Datiarrime Date/Time Analyst Method Batch .... .. ...... .. Sample ID: NQH3266-09(MW-202-Water)Sampled: 08/24/07 11:50 MADEP VPH VPH Preservation pH<2 Methyl tert-Butyl Ether ND ug/L 3.00 1 08/24/07 11:50 08/31/07 20:10 KLS MADEP VPH 7085957 Benzene ND ug/L Lo0 1 08/24/07 11:50 08/31/07 20:10 KLS MADEP VPH 7085957 Toluene ND ug/L 3.00 1 08/24/07 1 1:50 08/31/07 20:10 KLS MADEP VPH 7085957 Ethylbenzene ND ug/L 1.00 1 08/24/07 11:50 08/31/07 20:10 KLS MADEP VPH 7085957 m,p-Xylene ND ug/L 4.00 1 08/24/07 11:50 08/31/07 20:10 KLS MADEP VPH 7085957 o-Xylene ND ug/L 2.00 1 08/24/07 11:50 08/31/07 20:10 KLS MADEP VPH 7085957 Naphthalene ND ug/L 5.00 1 08/24/07 I t:50 08/31/07 20:10 KLS MADEP VPH 7085957 C5-C8 Aliphatic Hydrocarbons,Unadjuste4 ND ug/L too 1 08/24/07 11:50 08/31/07 20:10 KLS MADEP VPH 7085957 C9-C12 Aliphatic Hydrocarbons,Unadjusb ND ug/L 100 1 08/24/07 11:50 08/31/07 20:10 KLS MADEP VPH 7085957 C5-C8 Aliphatic Hydrocarbons ND ug/L 100 t 08/24/07 11:50 08/31/07 20:10 KLS MADEP VPH 7085957 C9-C12 Aliphatic Hydrocarbons ND ug/L too t 08/24/07 11:50 08/31/07 20:10 KLS MADEP VPH 7085957 C9-C 10 Aromatic Hydrocarbons ND ug/L 100 t 08/24/07 11:50 08/31/07 20:10 KLS MADEP VPH 7085957 Surr:2,5-Dibromotoluene(F!D)(170-130916) 94 Surr:2,5-Dibromotoluene(P/D)(70-130•1) 84 Page 21 of 29 i ibStAmenc.q THE LEADER✓N ENkrMC)N MENIAL TC8UN'G 2960 Foster Creighton Road Nashville.TN 37204'800-765-0980`Fax 615-726-3404 Client Sovereign Consulting(Mansfield)/SHELL(138591 Work Order: NQH3266 905B South Main Street,Suite 202 Project Name: SC-590 lyannough Road,Hyannis,MA Mansfield,MA 02048 Project Number SAP 137772/EQ872 Attn Jason Sherburne Received: 08/28/07 08:00 ANALYTICAL REPORT Report Dil Extracted Analysis Analyte Result Units Flag Limit Factor Daterrime Date/rime Analyst Method Batch Sample ID: NQH3266-09(MW-202-Water)-cont.Sampled: 08/24/07 11:50 Dissolved Metals by EPA Method 601013 Lead ND mg L 0.00500 1 08/29/07 11:40 08/30/07 18:50 JLS SW8466010B 7085298 Page 22 of 29 Tes ,America THL LEADER IN.ENVIRONMENTAL TESTING 2960 Foster Creighton Road Nashville,TN37204'800-765-0980`Fax 615-726-3404 Client Sovereign Consulting(Mansfield)/SHELL(138591 Work Order: NQH3266 905E South Main Street,Suite 202 Project Name: SC-590 lyannough Road,Hyannis,MA Mansfield,MA 02048 Project Number: SAP 137772/EQ872 Ann Jason Sherburne Received: 08/28/07 08:00 ANALYTICAL REPORT Report Dil Extracted Analysis Analyte Result Units Flag Limit Factor Date rime Date rime Analyst Method Batch Sample ID: NQH3266-10(MW-202D-Water)Sampled: 08/24/07 11:20 MADEP VPH VPH Preservation pH<2 Methyl tert-Butyl Ether ND ug/L 3.00 1 08/24/07 11:20 08/31/07 20:40 KLS MADEP VPH 7085957 Benzene ND ug/L 1.00 1 08/24/07 11:20 08/31/07 20:40 KLS MADEP VPH 7085957 Toluene ND ug/L 3.00 1 08/24/07 11:20 08/31/07 20:40 KLS MADEP VPH 7085957 Ethylbenzene ND ug/L 1.00 1 08/24/07 11:20 08/31/07 20:40 KLS MADEP VPH 7085957 m,p-Xylene ND ug/L 4.00 1 08/24/07 11:20 08/31/07 20:40 KLS MADEP VPH 7085957 o-Xylene ND ug/L 2.00 1 08/24/07 11:20 08/31/07 20:40 KLS MADEP VPH 7085957 Naphthalene ND ug/L 5.00 1 08/24/07 11:20 08/31/07 20:40 KLS MADEP VPH 7085957 C5-C8 Aliphatic Hydrocarbons,Unadjuste, ND ug/L 100 1 08/24/07 11:20 08/31/07 20:40 KLS MADEP VPH 7085957 C9-C12 Aliphatic Hydrocarbons,Unadjust ND ug/L 100 1 08/24/07 11:20 08/31/07 20:40 KLS MADEP VPH 7085957 C5-C8 Aliphatic Hydrocarbons ND ug/L too 1 08/24/07 11:20 08/31/07 20:40 KLS MADEP VPH 7085957 C9-C12 Aliphatic Hydrocarbons ND ug/L 100 1 08/24/07 11:20 08/31/07 20:40 KLS MADEP VPH 7085957 C9-C10 Aromatic Hydrocarbons ND ug/L too 1 08/24/07 11:20 08/31/07 20:40 KLS MADEP VPH 7085957 Surr:1,5-Dibromotoluene(FJD)(70-/30%) 96 Surr.1,5-Dibromotoluene(P!D)(70-130%) 87 Page 23 of 29 Tes -' THE LEADER IN ENVIRONMENTAL TESTINO 2960 Foster Creighton Road Nashville,TN 37204 800-765-0980'Fax 615-726-3404 Client Sovereign Consulting(Mansfield)/SHELL(138591 Work Order: NQH3266 905B South Main Street,Suite 202 Project Name: SC-590 Iyannough Road,Hyannis,MA Mansfield,MA 02048 Project Number SAP 137772/EQ872 Attn Jason Sherbume Received: 08/28/07 08:00 ANALYTICAL REPORT Report Dil Extracted Analysis Analyte Result Units Flag Limit Factor Date/Time Daterrime Analyst Method Batch Sample ID: NQH3266-10(MW-202D-Water)-cont.Sampled: 08/24/07 11:20 Dissolved Metals by EPA Method 6010E Lead ND mg/L 0.00500 t 08/29/07 11:40 08/30/07 18:55 JLS SW846601OB 7085298 Page 24 of 29 a F-- TestAmertc,a THE LEADER IN ENVIRONMENTAL ` EsrtNG 2960 Foster Creighton Road Nashville,TN 37204 800-765-0980'Fax 615-726-3404 Client Sovereign Consulting(Mansfield)/SHELL(13859] Work Order: NQH3266 905E South Main Street,Suite 202 Project Name: SC-590 lyannough Road,Hyannis,MA Mansfield,MA 02048 Project Number: SAP 137772/EQ872 Arm Jason Sherbume Received: 08/28/07 08:00 SAMPLE EXTRACTION DATA Wt/Vol Extraction Parameter Batch Lab Number Extracted Extracted Vol Date Analyst Method Dissolved Metals by EPA Method 6010B S W846 601OB 7085298 NQH3266-01 50.00 50.00 08/29/07 11:40 AMB EPA 3010A!6010 D SW846 6010E 7085298 NQH3266-02 50.00 50.00 08/29/07 11:40 AMB EPA 3010A!6010 D SW846 6010E 7085298 NQH3266-03 50.00 WOO 08/29/07 11:40 AMB EPA 3010A/6010 D SW846 6010B 7085298 NQH3266-04 50.00 50.00 08/29/07 11:40 AMB EPA 3010A/6010 D SW8466010B 7085298 NQH3266-05 50.00 50.00 08/29/07 11:40 AMB EPA 30tOA/6010D SW846 601OB 7085298 NQH3266-06 50.00 50.00 08/29/07 11:40 AMB EPA 3010A 16010 D SW846 60IOB 7085298 NQH3266-07 50.00 50.00 08/29/07 11:40 AMB EPA 3010A!6010 D SW846 6010B 7085298 NQH3266-08 50.00 50.00 08/29/07 11:40 AMB EPA 3010A/6010 D SW846 6010B 7085298 NQH3266-09 50.00 50.00 08/29/07 11:40 AMB EPA 3010A/6010 D SW8466010B 7085298 NQH3266-10 50.00 50.00 08/29/07 I1:40 AMB EPA 3010A 16010 D MADEP VPH MADEP VPH 7085957 NQH3266-01 5.00 5.00 08/24/07 10:10 JLF MADEP MADEP VPH 7085957 NQH3266-02 5.00 5.00 08/24/07 09:00 JLF MADEP MADEP VPH 7085957 NQH3266-03 5.00 5.00 08/24/07 09:35 JLF MADEP MADEP VPH 7085957 NQH3266-04 5.00 5.00 08/24/07 12:25 JLF MADEP MADEP VPH 7085957 NQH3266-05, 5.00 5.00 08/24/07 13:00 JLF MADEP MADEP VPH 7085957 NQH3266-06 5.00 5.00 09/24/07 14:00 JLF MADEP MADEP VPH 7085957 NQH3266-07 5.00 5.00 08/24/07 13:30 JLF MADEP MADEP VPH 7085957 NQH3266-08 5.00 5.00 08/24/07 13:45 JLF MADEP MADEP VPH 7085957 NQH3266-09 5.00 5.00 08/24/07 11:50 JLF MADEP MADEP VPH 7085957 NQH3266-10 5.00 5.00 08/24/07 11:20 JLF MADEP Page 25 of 29 Ti8��tAm.ertcai. THE LEADER IN �NV1RO�C`Pfit@ NTAE TE$tNG 2960 Foster Creighton Road Nashville,TN 37204'800-765-0980'Fax 615-726-3404 Client Sovereign Consulting(Mansfield)/SHELL(13859] Work Order: NQH3266 905B South Main Street,Suite 202 Project Name: SC-590 lyannough Road,Hyannis,MA Mansfield,MA 02048 Project Number: SAP 137772/EQ872 Ann Jason Sherburne Received: 08/28/07 08:00 PROJECT QUALITY CONTROL DATA Blank Analyte Blank Value Q Units Q.C.Batch Lab Number Analyzed Date/Time MADEP VPH 7085957-BLKI Methyl tert-Butyl Ether <0.380 ug/L 7085957 7085957-BLKI 08/31/07 10:29 Benzene <0.610 ug/L 7085957 7085957-BLKI 08/31/07 1029 Toluene <0,600 ug/L 7085957 7085957-BLK1 08/31/07 10:29 Ethylbenzene <0 460 ugiL 7085957 7085957-BLKI 08/31/07 1029 m,p-Xylene <0.840 ug/L 7085957 7085957-BLKI 08/31/07 10:29 o-Xylene <0.710 ug/L 7085957 7085957-BLKI 08/31/07 10:29 Naphthalene <1.65 ug/L 7085957 7085957-BLKI 08/31/07 10:29 C5-C8 Aliphatic Hydrocarbons,Unadjuste< <50.0 ug/L 7085957 7085957-BLKI 08/31/07 10:29 C9-C12 Aliphatic Hydrocarbons,Unadjusu 89.4 ug/L 7085957 7085957-BLKI 08/31/07 10:29 C9-C10 Aromatic Hydrocarbons <50.0 ug/L 7085957 7085957-BLKI 08/31/07 10:29 Surrogate:2,5-Dibromotoluene(FID) 92% 7085957 7085957-BLKI 08/31/07 10:29 Surrogate:2,5-Dibromotaluene(PID) 80% 7085957 7085957-BLKI 08/31/07 10:29 Dissolved Metals by EPA Method 6010B 7085298-BLKI Lead <0.00300 mg/L 7085298 7085298-BLKI 08/30/07 17:24 I Page 26 of 29 t America tiiE LEADER IN ENVIRON-#u°iCa`TAL TES MIG 2960 Foster Creighton Road Nashville,TN 37204`800-765-0980 Fax 615-726-3404 Client Sovereign Consulting(Mansfield)/SHELL(13859] Work Order: NQH3266 905B South Main Street,Suite 202 Project Name: SC-590 lyannough Road.Hyannis,MA Mansfield,MA 02048 Project Number: SAP 137772/EQ872 Attn Jason Sherburne Received: 08/28/07 08:00 PROJECT QUALITY CONTROL DATA LCS Target Analyzed Analyte Known Val. Analyzed Val Q Units %Rec. Range Batch Date/Time MADEP VPH 7085957-BSI Methyl tert-Butyl Ether 50.0 43.3 ug/L 87% 70-130 7085957 08/31/07 21:11 Benzene 50.0 44.9 ug/L 90% 70-130 7085957 08/31/07 21:11 Toluene 50.0 44.1 ug/L 88% 70-130 7085957 08/31/07 21:11 Ethylbenzene 50.0 45.1 ug/L 90% 70-130 7085957 08/31/07 21:11 m,p-Xylene 100 92.6 ug/L 93% 70-130 7085957 08/31/07 21:11 o-Xylene 50.0 45.1 ug/L 90% 70-130 7085957 08/31/07 21:1I Naphthalene 50.0 39.9 ug/L 80% 70-130 7085957 08/31/07 21:11 C5-C8 Aliphatic Hydrocarbons,Unadjusted 150 169 ug/L I l3% 70-130 7085957 08/31/07 21-1 I C9-C 12 Aliphatic Hydrocarbons,Unadjusted too 104 ug/L 104% 70-130 7085957 08/31/07 21:11 C9-C10 Aromatic Hydrocarbons 50.0 46.2 ug/L 92% 70-130 7085957 08/31/07 21:11 Surrogate:2,5-Dibromotoluene(FID) 40.0 38.3 96% 70-t30 7085957 08/31/07 21:11 Surrogate:2,5-Dibromotoluene(PID) 40.0 33.9 85% 70-130 7085957 08/31/07 21:11 Dissolved Metals by EPA Method 6010B 7085298-BSI Lead 0.0500 0.0506 mg/L 101% 80-120 7085298 08/30/07 1729 Page 27 of 29 f i T� .tAme- nca THE LLADEA IN E-N\1lRt:7hFtv4EF TAL TES`[NG 2960 Foster Creighton Road Nashville,TN 37204.800-765-0980'Fax 615-726-3404 Client Sovereign Consulting(Mansfield)/SHELL(138591 Work Order: NQ143266 905B South Main Street,Suite 202 Project Name: SC-590 lyannough Road,Hyannis,MA Mansfield:MA 02048 Project Number SAP 137772/EQ872 Attn Jason Sherburne Received: 08/28/07 08:00 PROJECT QUALITY CONTROL DATA LCS Dup Spike Target Sample Analyzed Analyte Ong.Val. Duplicate Q Units Conc %Rec. Range RPD Limit Batch Duplicated Date/Time MADEP VPH 7085957-BSD1 Methyl tert-Butyl Ether 462 ug/L 50.0 92% 70-130 6 25 7085957 08/31/07 0219 Benzene 48.8 ug/L 50.0 98% 70-130 8 25 7085957 08/31/07 02:19 Toluene 47.9 ug/L 50.0 96% 70-130 8 25 7085957 09/31/07 02:19 Ethylbenzene 49.4 ug/L 50.0 99% 70-130 9 25 7085957 08/31/07 02:19 m,p-Xylene 101 ug/L 100 101% 70-130 9 25 7085957 08/31/07 02:19 o-Xylene 48.9 ug/L 50.0 99% 70-130 8 25 7085957 08/31/07 02:19 Naphthalene 42.5 ug/L 50.0 85% 70-130 6 25 7085957 08/31/07 02:19 C5-C8 Aliphatic Hydrocarbons,Unadjusted 168 ug/L 150 112% 70-130 0.9 25 7085957 08/31/07 02:19 C9-C l2 Aliphatic Hydrocarbons,Unadjusted 99.5 ug/L 100 100% 70-130 5 25 7085957 08/31/07 02:19 C9-C10 Aromatic Hydrocarbons 51.9 U91L 50.0 104% 70-130 12 25 7085957 08/31/07 02:19 Surrogate:2,5-Dibromotoluene(FID) 37.0 ug/L 40.0 92% 70-130 7085957 08/31/07 02:19 Surrogate:1,5-Dibromotoluene(PID) 33.7 ug/L 40.0 84% 70 130 7085957 08/31/07 02:19 Dissolved Metals by EPA Method 6010B 7085298-BSD1 Lead 0.0491 mg/L 0.0500 98% 80-120 3 20 7085298 08/30/07 17:33 Page 28 of 29 Tp-s-fAmencq- I - - .1 M,"..' - - T14C LEADER IN ENVIIRONMENtAL TESTINt? 2960 Foster Creighton Road Nashville.TN 37204.800-765A980'Fax 615-726-3404 Client Sovereign Consulting(Mansfield)/SHELL(138591 Work Order: NQH3266 905B South Main Street,Suite 202 Project Name: SC-590 Iyannough Road,Hyannis,MA Mansfield,MA 02048 Project Number: SAP 137772/EQ872 Attn Jason Sherbume Received: 08/28/07 08:00 DATA QUALIFIERS AND DEFINITIONS pH<2 pH<2 ND Not detected at the reporting limit(or method detection limit if shown) METHOD MODIFICATION NOTES Page 29 of 29 I TEST AMERI l A Q Shell Oil Products US Chain Of Custody Record 2)2690 FOSTER CREf(-,HinN NdGHVbrG,'r.r n,^^ SOP US Project Manager to be invoiced: INCIDENT.'#:(S&E ONLY). •3404 ❑SCIENCE&ENGINEERING N Qr�H 3266G�y � ❑CHECK BOX TO VERIFY IF NO INCIDENT NUMBER APPLIES 97346878 DATE. � �� � 09I1 ZIO7 23.57 ❑TECHNICAL SERVICES J. NAME OF PERSON TO BILL: SOVEREIGN SAir#.� PAGE: ( of I j ❑' BILL CONSULTANT SHELL EE:DAVE WEEKS 137772 CONSULTANT CO-ANY SITE ADDRESS(Slnel entl Clly): j Sovereign Consulting Inc. 590 I annou h Road W annis,MA >ooRlss 905E South Main Street-Suite 202 PROJECT CONTACTiRowl tO CONSULTANT PROJECT NO.:EQ872 CITY i Jason Sherburne l Mansfield,MA 02408 SAMR ER ME(S)(Rlntl: `U • 'LA13USOONLY . TELEPHONE: iA%: EIMiI: (508)339.3200 ( 08)339.3248 n C- rN TURNAROUND TIME(CALENDAR DAYS): ❑' STANDARD(10 DAY) ❑5 DAYS 3 DAYS ❑2 DAYS ❑24 HOURS ❑RESULTS NEEDED ON WEEKEND REQUESTED ANALYSIS(Please place checkmarks next to desired analysis options in column headings.) Deliverables: Copy to SovCon,Copy to Shell E •.':l:atitaratdry.::: Call P1d it s,nples are rxc'arved over 4 OeOrtres C. .. TEMPERATURE ON RECEIPT C° J :Notes: SPECIAL INSTRUCTIONS OR NOTE SO INCLUDE MDL'S IN THE DATA DELIVERABLES ❑Sites GW-I,please note Detection limit RQ's W J MADEP MCP Response Action Analyt cal Report Certification Form requires completion;MA DEPVPH/EPH policy Appendix 3 ,a VPH/EPH Data report info needed for; PH/EPH analysis;Report in dry weight where needed and according to DEP Methods; d .. SAMPLING PRESERVATIVE a LAe : Field Sample Identifi ation DATE TIME MATRIX CONT, Q H '.VSE.: ONLY HCL HNO3 H2SO4 NONE OTHER c T 8 ,2 (aio V i r rt - 7 1 coa � 1,! • !o i i3So M-T ® Mw a6 a ns-o o My• Cuelody seal Number. Re—d by..s IS n ( 91ure) - .. ... Rdln4ur6netl bY(Sipnalure) Date. 7me. CVEledv Seal Number' - ' l Received bY(SlOnelure) Oela: Tbna Ralinqumned by.(SignoWre) l �� I ,t Cuelodv Seal Number RaeeNad bV(SiQnelUre Da(a:J T�11e. Refinqulcbetl bY(SipnaWre) 116 /f6 C> •U 00 GGG�»1( 120/06 Rmui n _ I i J`FestAmerica ,1rUl i°SINC C04KKATION Nashville,TN COOLER RECEIPT FORM NQH3266 Cooler Received/Opened On_8-28-07_8:00 1. Tracking# �I 1 (last 4 digits,FedEx) Courier: _Fed-Ex IR Gun ID 101507 2. Temperature of rep.sample or temp blank when opened Degrees Celsius 3. If Item#2 temperature is 0°C or less,was the representative sample or temp blank frozen? YES NO... A 4. Were custody seals on outside of cooler? ^ /1fE$... NO...NA If yes,how many and where:` 5. Were the seals intact,signed,and dated correctly? YE ...NO...NA 6. Were custody papers inside cooler? .NO...NA 1 certify that I opened the cooler and answered questions 1-6 fintial) 7. Were custody seals on containers: YES / ` and Intact YES...N . . A; Were these signed an;�b d orrectly? YES...NO A ' 8. Packing mat'I used? ewra Plastic bag Peanuts Vermiculite Foam Insert Paper Other None 9. Cooling process: Ice Ice-pack Ice(direct contact) Dry ice Other None - 10. Did all containers arrive in good condition(unbroken)? S...NO...NA �^Kf�i�Z G 11. Were all container labels complete(#,date,signed,pres.,etc)? YES..NO...NA 12. Did all container labels and tags agree with custody papers? { YE --NO...NA 13a. Were VOA vials received? ...NO...NA b. Was there any observable headspace present in any VOA vial? YE ...NO...NA 14. Was there a Trip Blank in this cooler? YES. .NA If multiple coolers,sequence 1 certifV that I unloaded the cooler and answered questions 7-14(intial) ' 15a. On pres'd bottles,did pH test strips suggest preservation reached the correct pH level? YES..-AA, b. Did the bottle labels indicate that the correct preservatives were used /�...NO...NA If preservation in-house was needed,record standard ID of preservative used here 16. Was residual chlorine present? Y 1 certify that I checked for chlorine and pH as per SOP and answered questions 15-16(fintial) W. Were custody papers properly filled out(ink,signed,etc)? E ... O...NA 18. Did you sign the custody papers in the appropriate place? ..NO...NA 19. Were correct containers used for the analysis requested? E ...NO...NA 20. Was sufficient amount of sample sent in each container? Y ...NO...NA certify that I entered this proiect into LIMS and answered questions 17-20 intial I certify that I attached a label with the unique LIMS number to each container intial 21. Were there Non-Conformance issues at login? YES...NO Was a PIPE generated?YES...NO...# BIS=Broken in shipment Cooler Receipt Form.doc LEA Revised 4118/07 End of Form • • December 11,2008 Mr.John Khmm Barnstable Town Manager 367 Main Street Hyannis,MA 02601 Ms. Donna Miorandi Town of Barnstable Health Inspector 200 Main Street Hyannis,MA 02601 Re: Availability of Class A-2 Response Action Outcome Statement(RAO) Former Shell-Branded Servic6 Station, 590 Iyannough-Road Hyannis,MA 02601 MassDEP RTN 4-17651 To Whom It May Concern: In accordance with 310 CMR 40.1403(3)(f), this letter is to notify you of the availability of the Class A-2 Response Action Outcome Statement for the above-referenced location. This report documents the response activities associated with RTN 4-17561. This report concludes that a Condition of "No Significant Risk' to human health, safety, public welfare and the environment has been achieved for this site for current and future site use scenarios. Copies of the report can be obtained at the Massachusetts Department of Environmental Protection Southeast Regional Office located at 20 Riverside Drive, Lakeville, MA 02347. If you have any questions please call the undersigned at(508) 339-3200. Sincerely, SOVE EIGN CONSULTING,INC. Sylvia M. Kirsch Eric D.Simpson,P.G.,LSP Project Manager Operations Manager cc: MassDEP SERO David Weeks,Motiva Enterprises LLC, Class A-2 Response Action Outcome Statement Report Package Sovereign File-EQ872 905B S. Main Street, Unit 202 • Mansfield, MA 02048 •Tel: 508-339-3200 • Fax: 508-339-3248 • �SQeVI �� Date: TOWN OF BARNSTABLE TOXIC AND HAZARDOUS MATERIALS ON-SITE INVENTORY NAME OF BUSINESS: ( JGf.I/- 0/17 0-N BUSINESS LOCATION: 6-y, 2/a-I/cxOlc4h lecia-d, �474a olu1 , , Hil INVENTORY MAILING ADDRESS: II L TOTAL AMOUNT: TELEPHONE NUMBER: 509" 7?5-- a>&y CONTACT PERSON: llk9,! i'V Ald.hhuz EMERGENCY CONTACT TELEPHONE NUMBER: - MSDS ON SITE? TYPE OF BUSINESS: I l Ald INFORMATION/RE OMMENDATIONS: Fire District: AM 6 %S vi � C OJ t P.D GL W 4-r1a 40 qp . P W ste raps orta Ion,: UPS Last shipment of hazardous waste: 3 Name of Hauler,• Destination• Waste Product: 01Z Licensed . Yes No NOTE: Under the provisions of Ch. 111 , Section 31, of the General Laws of MA, hazardous materials use, storage and disposal of 111 gallons or more a month requires a license from the Public Health Division. 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) Misc. Corrosive NEW USED Cesspool cleaners Automatic transmission fluid Disinfectants Engine and radiator flushes Road Salts (Halite) Hydraulic fluid (including brake fluid) Refrigerants FMotor Oils Pesticides _,� NEW 90 USED (insecticides, herbicides, rodenticides) ISAOI Gasoline, Jet fuel, Aviation gas Photochemicals (Fixers) Diesel Fuel, kerosene, #2 heating oil NEW USED Misc. 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 Misc. 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 (inc. carbon tetrachloride) NEW USED Any other products with "poison" labels Paint.&varnish removers, deglossers (including chloroform, formaldehyde, Misc. Flammables hydrochloric acid, other acids) Floor & furniture strippers Other products not listed which you feel Metal polishes may be toxic or hazardous (please list): Laundry soil & stain removers (including bleach) Spot removers &cleaning fluids (dry cleaners) Other cleaning solvents Bug and tar removers Windshield wash WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS 3, AV-M OIL WAS OIL FILTERS ANTIFREEZE WASTE ANITFREEZE fi fi C2 air GASOLINE WASTO GAS DIESEL FUEL W/W FLUID ATF HYDRAULIC/ MISC. MISC. MISC. MISC. BRAKE FLUID COMMBUSTIBLE FLAMMABLE CORROSIVE PETROLEUM (GEAR OIL/GREASE/ LUBRICANTS) FREON ACETYLENE CHAR WA CAR WA H PAINTS/ WAX 0 DETERGENTS THINNERS 7� Y ' SEALANT CLEANING BATTERIES/ POISION/TOXIC CAULK/GROUT SOLVENTS BATTERY ACID cl)� V/ FERTALIZERS WASTE SOLVENT MSDS ' Y-AIANIFESTS tnd�wolz,�c Nlb -fAG91 I` 5 II + V A, N c/o en c Town of Barnstable-Health Department Page 1 HAZARDOUS MATERIALS INVENTORY SITE VISITS DBA: iSav-On Gas Fax: Corp Name was DBA Point 132 Shell Mailing Address Location: (590 lyanough Rd.,Hyannis Street: mappar: — —"" City: Hyannis Contact: :Nassiv Mahfouz State: Ma Telephone: (508)775-0238 Zip: 02601 Emergency: .(508)771-2329 Person Interviewed: Nassiv Mahfouz .............. Business Contact Letter Date: ............ .. .......... Category: ;Fuel Inventory Site Visit Date: 1/31/2007' Type: Gas/Service Station Follow Up/Inspection Date .......... public water ❑ indoor floor drains ❑ outdoor surface drains �/❑ license required ❑ private water ❑ indoor holding tank mdc ❑ outdoor holding tank mdc ❑ currently licensed ❑ town sewage ❑ indoor catch basin/drywell ❑ outdoor catch basin/drywell expir ❑� on-site sewage ❑ indoor on-site syste ❑ outdoor onsite system date Remarks: 1/25/96 Floor Drains sealed 3 1/2 yrs.Ago when present compliance: owner bought. 2 Hydraulic lifts. Interstate recycles batteries. Pollulert Unsatisfactory system for tanks. Latex paints(old)may be taken at landfill. Remarks: Business formerly Anthony Shell Inc. Tanknology. Safety-Kleen maintains parts washer. 2 hydraulic lifts. Waste antifreeze in blue 18g rubbermaid container. Waste antifreeze must be recycled or disposed of as hazardous waste. Gave info on oil filters. Shall sent info.On paints. Remarks: 3/24/97 Recycle oil filters,spedi-dry for spills,Apparel Master for rags&uniforms,2 hydraulic lifts,MSDS sheets on site. Orders: 3/24/97 Pags in metal can with cover. Notes: 3/24/97 See 97 inspection report for current list of toxic&haz.Mat. REMARKS: 10/30/98-Got rid of parts washer and brake washer,2 hydraulic lifts. Unifirst does rags,uniforms. Rag bucket w/lid present. Tires outside. 12/22/2005 alp-Received notice from Kleinfelder about Phase II,III,and IV completed for former Shell Oil at this address in December.Current business is Save On Gas station. 1/23/07 ALP sent letter to business owners in Falmouth regarding the testing of their 5 UST. The 20th year of installation date is 2007.Letter went out ordering the testing of these tanks.1/31/2007 ALP conducted a site visit. OBSERVATIONS: No spill kit,no contingency plan posted,no rag can with lid,no MSDS on site, 30 tires stockpiled outdoors,fire extinguishers not serviced.ORDERS: obtain spill kit,post contingency plan,obtain metal rag can with lid, obtain MSDS for each product on site,remove all tires,service fire extuinguishers,test UST and obtain a haz mat permit within 30 days. Page 2 Town of Barnstable-Health Department HAZARDOUS MATERIALS INVENTORY Chemicals: ❑ Zero Toxic Waste Materials ❑ gty's>25 Ibs dry or 50 gals liquid but less than 111 gals 0 gty's 111 gals or more . tlesenp ton qt unit of measure w_ antifreeze(for gasoline or coolant systems) 3 gallons automatic transmission fluid 1 gallons motor oil 55 gallons gasoline 36000 gallons misc.petroleum products:grease,lubricants 2 gallons waste oil 510 gallons Batteries 18 gallons Windshield Wash 17 gallons Waste Transporter: United Ind.Services Fire District: Hyannis Last HW Shipment Date: 1/5/2007. Waste Hauler Licensed: Yes'. 2/201't7 11 49 FAX 5083821438 [a003/003 ComplianceTesting Services, Inc. P.O. Box 177 iil 0 4k Franklin, MA 02038 Office: (508) 278-3390 Test Location,and Address Client,Address,and Phone Number Rt. 132 Sav on Inc. Jay1mad 590 Iyannough Road l 508-726-2700 Hyannis, MA 02501 Site Plan 500 GL F flealing S 0a vem� Vtn%(0 T T T ao F Line ARa ys Store I10L ❑I wastc G oil /FF 0VjD 2K izx 12K Plus Rcg SuP LEMND MPD A-ATG li F-Fill Canopy S-Sparr MPD rG7D T-Turbine V-VAPOT X-Exactor Rt. 132 Conducted By: Shawn Conrad I ; SOVEREIGNICONSULTING V. May 24,2007 DHL#21717399653 Town of Hyannis Town Engineer 367 Main Street Hyannis,MA 02601 Re: Groundwater Sampling Results,May 2007 Former Shell Branded Gasoline Station#137772 590 Iyannough Road Hyannis,MA Dear Town Engineer: Pursuant to your authorization Sovereign Consulting Inc. personnel collected groundwater samples from monitoring'wells installed at the above referenced property. The samples were submitted for laboratory analysis of volatile petroleum hydrocarbons J (VPH) and Lead. A copy of the laboratory analytical is attached. As always, we thank you for your continued consideration and cooperation in our remediation efforts. If you have any questions regarding this submittal, please feel free to contact the undersigned at 508-339-3200. Sincerely, SOVEREIGN CONSULTING,INC. Jason Sherburne Project Manager Attachments: Laboratory Data Reports cc: with attachment Mr.David Weeks,Motiva MassDEP- SERO Sovereign File-EQ872 inn L1.,27 905B S. Main Street, Unit 202 • Mansfield, MA 02048 •Tel: 508-339-3200 • Fax: 508-339-3248 4 I, a NOTICE OF ENVIRONMENTAL SAMPLING As required by 310 CMR 40.1403(10) of the Massachusetts Contingency Plan BWSC 123 l This Notice is Related to Release Tracking Number 4 17651 A. The address of the disposal site related to this Notice and Release Tracking Number(provided above): 1. Street Address: 590 lyannough Rd. City/Town: Hyannis Zip Code: 02601 B. This notice is being provided to the following party: 1. Name: Town of Hyannis,Town Engineer 2. Street Address: 367 Main Street City/Town: Hyannis Zip Code: 02601 C. This notice is being given to inform its recipient(the party listed in Section B): Q✓ 1.That environmental sampling will be/has been conducted at property owned by the recipient of this notice. ❑✓ 2. Of the results of environmental sampling conducted at property owned by the recipient of this notice. Q✓ 3. Check to indicate if the analytical results are attached. (If item 2. above is checked,the analytical results from the environmental sampling must be attached to this notice. D. Location of the property where the environmental sampling will be/has been conducted: 1. Street Address: 590 lyannough Rd. City/Town: Hyannis Zip Code: 02601 2. MCP phase of work during which the sampling will be/has been conducted: ❑Immediate Response Action ❑Phase III Feasibility Evaluation ❑Release Abatement Measure ❑ Phase IV Remedy Implementation Plan ❑Utility-related Abatement Measure ❑✓ Phase V/Remedy Operation Status ❑Phase I Initial Site Investigation ❑Post-Class C Operation, Maintenance and Monitoring ❑Phase II Comprehensive Site Assessment ❑ Other (specify) 3. Description of property where sampling will be/has been conducted: ❑residential ✓❑commerical El industrial ❑school/playground ❑Other (specify) 4. Description of the sampling locations and types(e.g., soil, groundwater)to the extent known at the time of this notice. Groundwater from monitoring wells E. Contact information related to the party providing this notice: Contact Name: Jason Sherburne Street Address: 905E South Main Street, Suite 202 City/Town: Mansfield Zip Code: 02048 Telephone: (508)339-3200 Email: Jherburne@sovcon.com NOTICE OF ENVIRONMENTAL SAMPLING As required by 310 CMR 40.1403(10) of the Massachusetts Contingency Plan MASSACHUSETTS REGULATIONS THAT REQUIRE THIS NOTICE This notice is being provided pursuant to the Massachusetts Contingency Plan and the notification requirement at 310 CMR 40.1403(10). The Massachusetts Contingency Plan is a state regulation that specifies requirements for parties who are taking actions to address releases of chemicals (oil or hazardous material) to the environment. THE PERSON(S) PROVIDING THIS NOTICE This notice has been sent to you by the party who is addressing a release of oil or hazardous material to the environment at the location listed in Section A on the reverse side of this form. (The regulations refer to the area where the oil or hazardous material is present as the "disposal site".) PURPOSE OF THIS NOTICE When environmental samples are taken as part of an investigation under the Massachusetts Contingency Plan at a property on behalf of someone other than the owner of the property, the regulations require that the property owner (listed in Section B on the reverse side of this form) be given notice of the environmental sampling. The regulations also require that the property owner subsequently receive the analytical results following the analysis of the environmental samples. Section C on the reverse side of this form indicates the circumstance under which you are receiving this notice at this time. If you are receiving this notice to inform you of the analytical results following the analysis of the environmental samples, you should also have received, as an attachment, a copy of analytical results. These results should indicate the number and type(s) of samples (e.g., soil, groundwater) analyzed, any chemicals identified, and the measured concentrations of those chemicals. Section D on the reverse side of this form identifies the property where the environmental sampling will be/has been conducted, provides a description of the sampling locations within the property, and indicates the phase of work under the Massachusetts Contingency Plan regulatory process during which the samples will be/were collected. FOR MORE INFORMATION Information about the general process for addressing releases of oil or hazardous material under the Massachusetts Contingency Plan and related public involvement opportunities may be found at http://www.mass.gov/dep/cleanup/oview.htm. For more information regarding this notice, you may contact the party listed in Section E on the reverse side of this form. Information about the disposal site identified in Section A is also available in files at the Massachusetts Department of Environmental Protection. See http://mass.gov/dep/about/region/schedule.htm if you would like to make an appointment to see these files. Please reference the Release Tracking Number listed in the upper right hand corner on the reverse side of this form when making file review appointments. Testy.iimerica ANALYTICAL TESTING CORPORATION 2960 Foster Creighton Road Nashville,TN 37204`800-765-0980 Fax 615-726-3404 May 18,2007 3:21:46PM Client: Sovereign Consulting(Mansfield)/S14ELL(138591 Work Order: NQE0787 905B South Main Street,Suite 202 Project Name: SC-590 Iyannough Road,Hyannis,MA Mansfield,MA 02048 Project Nbr: SAP 137772/EQ872 Attn: Jason Sherburne P/O Nbr. 97346878 Date Received: 05/05/07 SAMPLE IDENTIFICATION LAB NUMBER COLLECTION DATE AND TIME GT-1 NQE0787-01 05/03/07 10:10 GT-3 NQE0787-02 05/03/07 13:20 GT-4 NQE0787-03 05/03/07 09:40 GT-5 NQE0787-04 05/03/07 12:00 GT-7 NQE0787-05 05/03/07 12:40 GT-101 NQE0787-06 05/03/07 14:40 GT-102 NQE0787-07 05/03/07 13:50 MT-1 NQE0787-08 05/03/07 10:30 MT-202 NQE0787-09 05/03/07 11:20 MT-202D NQE0787-10 05/03/07 11:05 An executed copy of the chain of custody, the project quality control data, and the sample receipt form are also included as an addendum to this report. If you have any questions relating to this analytical report, please contact your Laboratory Project Manager at 1-800-765-0980. These results relate only to the items tested, and this report may not be reproduced except in full and with the permission of the Laboratory. Any opinions,if expressed,are outside the scope of the Laboratory's accredidation. This material is intended only for the use of the individual(s) or entity to whom it is addressed, and may contain information that is privileged and confidential. If you are not the intended recipient, you are hereby notified that any dissemination, distribution, or copying of this material is strictly prohibited. If you have received this material in error,please notify us immediately at 615-726-0177. *Hydrocarbon Range data exclude area counts of any surrogate(s)and/or internal standards eluting in that range. *VPH C5-C8 Aliphatic Hydrocarbons exclude the concentration of Target Analytes eluting in that range. *Adjusted C5-C8 Aliphatic Hydrocarbons range excluded the concentrations fo MTBE,Benzene and toluene. *VPH C9-C12 Aliphatic Hydrocarbons exclude target analytes eluting in that range AND concentration of C9-C10 Aromatic Hydrocarbons. *Adjusted C9-C12 Aliphatic Hydrocarbon range excludes the concentration of Ethylbenzene,m-,p-,and o-Xylene and the C9-C10 Aromatic Hydrocarbon values. Additional Laboratory Comments: All samples were received in good condition,properly preserved,and properly labeled.All analyses were completed within holding times. All no responses from the attached"MCP Response Action Analytical Report Certification Form"are addressed below. F.The full MCP 6010B CAM analyte list was not reported.Only those analytes requested on the chain of custody by the client were reported. The Chain(s)of Custody,3 pages,are included and are an integral part of this report. These results relate only to the items tested. This report shall not be reproduced except in full and with permission of the laboratory. Page 1 of 29 Testli�merica ANALYTICAL TESTING CORPORATION 2960 Foster Creighton Road Nashville,TN 37204•800-765-0980'Fax 615-726-3404 Client Sovereign Consulting(Mansfield)/SHELL(138591 Work Order: NQE0787 905B South Main Street,Suite 202 Project Name: SC-590 Iyannough Road,Hyannis,MA Mansfield,MA 02048 Project Number: SAP 137772/EQ872 Attu Jason Sherburne Received: 05/05/07 08:00 Estimated uncertainity is available upon request. This report has been electronically signed. Report Approved By: Mark Hollingsworth Program Manager-National Accounts Page 2 of 29 lRestAmerica ANALYTICAL TESTING CORPORATION 2960 Foster Creighton Road Nashville,TN 37204.800-765-0980`Fax 615-726-3404 Client Sovereign Consulting(Mansfield)/SHELL(13859) Work Order: NQE0787 905B South Main Street,Suite 202 Project Name: SC-590 Iyannough Road,Hyannis,MA Mansfield,MA 02048 Project Number: SAP 137772/EQ872 Attn Jason Sherburne Received: 05/05/07 08:00 Sample Cooler Information Lab ID Cooler ID Terns Seals Containers Intact Preservation Confirmed On Ice 3678 1.3C Yes Yes Yes Yes 3689 3.4C Yes Yes Yes Yes Page 3 of 29 MADEP MCP Response Action Analytical Report Certification Form Laboratory Name:TestAmerica Analytical Testing Corp. Project#: SAP 137772/EQ872 Project Location: SC-590 Iyannough Road,Hyanni City: ) /f nk's MADEP RTN: This Form provides certifications for the following data set: Lab SDG# NQE0787 Sample Matrices: _Groundwater _Soil/Sediment _Drinking Water _Other _8260B _8151A _8330 _4'01013 _7470A/lA MCP S W-846 ` Methods Used 8270C 8081A vvPH 6020 9014M 8082 8021B EPH 7000 S Other An affirmative response to questions A,B,and C is required for"Presumptive Certainty"Status A. Were all samples received by the laboratory in a condition consistent with that described on the chain-of-custody documentation for the data set? Yes No B. Were all QA/QC procedures required for the specified analytical method(s) included in this report followed,including the requirement to note and discuss in a narrative QC data that did not meet appropriate performance standards or guidelines? ✓Yes No C. Does the analytical data included in this report meet all the requirements for"Presumptive Certainty",as described in section 2.0 of the MADEP document CAM VII A, "Quality Assurance and Quality Control Guidelines for the Acquisition and Reporting of Analytical Data"? ✓Yes No D. VPH and EPH methods only:Was the EPH or VPH method run without sign';/YefIfi a modifications,as specified in section 11.3? s No A response to questions E and F below is required for"Presumptive Certainty" status E. Were all QC performance standards and recommendations for the specified methods achieved? -,-Ie_s No F. Were results for all analyte-list compounds/elements for the specified method(s)reported? Yes 1-1110- All No answers must be addressed in an attached Laboratory Case Narrative I,the undersigned,attest under the pains and penalties of perjury that,based upon my personal inquiry of those responsible for obtaining the information,the material contained in this analytical rellot is to the best of my knowledge and belief,accurate co e. Signature- Position: Printed Name: M �. Date: www.testamericainc.com TestAmerica Analytical Testing Corporation(TestAmerica Drilling Corporation TestAmerica Air Emission Corporation Page 4 of 29 Testi-i- merica ANALY"CAL TESTING CORPORATION 2960 Foster Creighton Road Nashville,TN 37204'800-765-0980'Fax 615-726-3404 Client Sovereign Consulting(Mansfield)/SHELL(138591 Work Order: NQE0787 905E South Main Street,Suite 202 Project Name: SC-590 lyannough Road,Hyannis,MA Mansfield,MA 02048 Project Number: SAP 137772/EQ872 Ann Jason Sherburne Received: 05/05/07 08:00 ANALYTICAL REPORT Report Dil Extracted Analysis Analyte Result Units Flag Limit Factor Datefrime Date/Time Analyst Method Batch ... ... .... ................ ... .. .. ............. ......... .. Sample ID: NQE0787-09(MT-202-Water)Sampled: 05/03/07 11:20 MADEP VPH VPH Preservation pH<2 Methyl tert-Butyl Ether ND ug/L 3.00 1 05/11/07 15:04 05/12/07 03:57 JHC MADEP VPH 7052312 Benzene ND ug/L 1.00 1 05/11/07 15:04 05/12/07 03:57 JHC MADEP VPH 7052312 Toluene ND ug/L 3.00 1 05/11/07 15:04 05/12/07 03:57 JHC MADEP VPH 7052312 Ethylbenzene ND ug/L 1.00 1 05/11/07 15:04 05/12/07 03:57 JHC MADEP VPH 7052312 m,p-Xylene ND ug/L 4,00 1 05/11/07 15:04 05/12/07 03:57 JHC MADEP VPH 7052312 o-Xylene ND ug/L 2.00 1 05/11/07 15:04 05/12/07 03:57 JHC MADEP VPH 7052312 Naphthalene ND ug/L 5.00 1 05/11/07 15:04 05/12/07 03:57 JHC MADEP VPH 7052312 C5-C8 Aliphatic Hydrocarbons,Unadjuste( ND ug/L 100 1 05/11/07 15:04 05/12/07 03:57 JHC MADEP VPH 7052312 C9-C12 Aliphatic Hydrocarbons,Unadjusb ND ug/L 100 1 05/11/07 15:04 05/12/07 03:57 JHC MADEP VPH 7052312 C5-C8 Aliphatic Hydrocarbons ND ug/L 100 1 05/11/07 15:04 05/12/07 03:57 JHC MADEP VPH 7052312 C9-C12 Aliphatic Hydrocarbons ND ug/L too 1 05/11/07 15:04 05/12/07 03:57 JHC MADEP VPH 7052312 C9-C10 Aromatic Hydrocarbons ND ug/L 100 1 05/11/07 15:04 05/12/07 03:57 JHC MADEP VPH 7052312 Surr:1,5-Dibromotoluene(FID)(70-130%) 108 Surr.1,5-Dibromolohrene(PID)(70-130%) 98 Page 21 of 29 TestAmerica ANALYTICAL TESTING CORPORATION 2960 Foster Creighton Road Nashville,TN 37204'800-765-0980`Fax 615-726-3404 Client Sovereign Consulting(Mansfield)/SHELL(13859] Work Order: NQE0787 905E South Main Street,Suite 202 Project Name: SC-590 lyannough Road,Hyannis,MA Mansfield,MA 02048 Project Number: SAP 137772/EQ872 Ann Jason Sherburne Received: 05/05/07 08.00 ANALYTICAL REPORT Report Dil Extracted Analysis Analyte Result Units Flag Limit Factor DatetTime Date/Time Analyst Method Batch ... .. ..... ............ . ............. .... ... . .... . Sample ID: NQE0787-09(MT-202-Water)-cont.Sampled: 05/03/07 11:20 Dissolved Metals by EPA Method 6010B Lead ND mg/L 0.00500 1 05/08/0705:45 05/08/0715:34 CLO SW8466010B 7051330 Page 22 of 29 TestAmerica ANALYTICAL TESTING CORPORATION 2960 Foster Creighton Road Nashville,TN 37204.800-765-0980*Fax 615-726-3404 .. Client Sovereign Consulting(Mansfield)/SHELL(138591 Work Order: NQE0787 905B South Main Street,Suite 202 Project Name: SC-590 lyannough Road,Hyannis,MA Mansfield,MA 02048 Project Number: SAP 137772/EQ872 Attu Jason Sherburne Received: 05/05/07 08:00 ANALYTICAL REPORT Report Dil Extracted Analysis Analyte Result Units Flag Limit Factor Dateffime Date/time Analyst Method Batch Sample ID: NQE0787-10(MT-202D-Water)Sampled: 05/03/07 11:05 MADEP VPH VPH Preservation pH<2 Methyl tert-Butyl Ether ND ug/L 3.00 1 05/11/07 15:04 05/12/07 04:27 JHC MADEP VPH 7052312 Benzene ND ug/L 1.00 1 05/11/07 15:04 05/12/07 04:27 JHC MADEP VPH 7052312 Toluene ND ug/L 3.00 1 05/11/07 15:04 05/12/07 04:27 JHC MADEP VPH 7052312 Ethylbenzene ND ug/L 1.00 1 05/11/07 15:04 05/12/07 04:27 JHC MADEP VPH 7052312 m,p-Xylene ND ug/L 4.00 1 05/11/07 15:04 05/12/07 04:27 JHC MADEP VPH 7052312 o-Xylene ND ug/L 2.00 I 05/11/07 15:04 05/12/07 04:27 JHC MADEP VPH 7052312 Naphthalene ND ug/L 5.00 1 05/11/07 15:04 05/12/07 04:27 JHC MADEP VPH 7052312 C5-C8 Aliphatic Hydrocarbons,Unadjuste, ND ug/L 100 1 05/11/07 15:04 05/12/07 04:27 JHC MADEP VPH 70523 t2 C9-C12 Aliphatic Hydrocarbons,Unadjuso ND ug/L too 1 05/11/07 15:04 05/12/07 04:27 JHC MADEP VPH 7052312 C5-C8 Aliphatic Hydrocarbons ND ug/L 100 1 05/11/07 15:04 05/12/07 04:27 JHC MADEP VPH 7052312 C9-C12 Aliphatic Hydrocarbons ND ug/L 100 1 05/11/07 15:04 05/12/07 04:27 JHC MADEP VPH 7052312 C9-C10 Aromatic Hydrocarbons ND ug/L too 1 05/11/07 15:04 05/12/07 04:27 JHC MADEP VPH 7052312 Surr:2.5-Dibromotohiene(F1D)(70-13051.) 109 Sur-2,5-Dibromoroluene(P1D)(70-130%) 98 Page 23 of 29 Testy= merit ANALYTICAL TESTING C0RP0RATI0N 2960 Foster Creighton Road Nashville,TN 37204'800-765-0980`Fax 615-726-3404 Client Sovereign Consulting(Mansfield)/SHELL(13859] Work Order: NQE0787 905B South Main Street,Suite 202 Project Name: SC-590 lyannough Road,Hyannis,MA Mansfield,MA 02048 Project Number: SAP 137772/EQ872 Attn Jason Sherburne Received: 05/05/07 08:00 ANALYTICAL REPORT Report Dill Extracted Analysis Analyte Result Units Flag Limit Factor Datefrime Daterrime Analyst Method Batch Sample ID: NQE0787-10(MT-202D-Water)-cont.Sampled: 05/03/07 11:05 Dissolved Metals by EPA Method 6010B Lead ND mg/L 0.00500 I 05/08/0705:45 05/08/0715:38 CLO SW8466010B 7051330 Page 24 of 29 I Testlimerica ANALYTICAL TESTING CORPOWION 2960 Foster Creighton Road Nashville,TN 37204'800-765-0980'Fax 615-726-3404 Client Sovereign Consulting(Mansfield)/SHELL(138591 Work Order: NQE0787 905B South Main Street,Suite 202 Project Name: SC-590 lyannough Road,Hyannis,MA Mansfield,MA 02048 Project Number: SAP 137772/EQ872 Arm Jason Sherburne Received: 05/05/07 08:00 SAMPLE EXTRACTION DATA Wt/Vol Extraction Parameter Batch Lab Number Extracted Extracted Vol Date Analyst Method ....... .............. ... ............ ... Dissolved Metals by EPA Method 6010B SW846 6010E 7051196 NQE0787-01 50.00 50.00 05/07/07 08:29 AMB EPA 3010A Dissolve S W846 6010B 7051196 NQE0787-02 50.00 50.00 05/07/07 08:29 AMB EPA 3010A Dissolve SW846 6010B 7051196 NQE0787-03 50.00 50.00 05/07/07 08:29 AMB EPA 3010A Dissolve SW846 6010B 7051196 NQE0787-04 50.00 50.00 05/07/07 08:29 AMB EPA 3010A Dissolve SW846 6010E 7051330 NQE0787-05 50.00 50.00 05/08/07 05:45 AMB EPA 3010A Dissolve SW846 6010B 7051330 NQE0787-06 50.00 50.00 05/08/07 05:45 AMB EPA 3010A Dissolve SW846 6010E 7051330 NQE0787-07 50.00 50.00 05/08/07 05:45 AMB EPA 3010A Dissolve SW846 6010B 7051330 NQE0787-08 50.00 50.00 05/08/07 05:45 AMB EPA 3010A Dissolve SW846 6010B 7051330 NQE0787-09 50.00 50.00 05/08/07 05:45 AMB EPA 3010A Dissolve SW846 6010B 7051330 NQE0787-10 50.00 50.00 05/08/07 05.45 AMB EPA 3010A Dissolve MADEP VPH MADEP VPH 7052312 NQE0787-01 5.00 5.00 05/11/07 15:04 JHC MADEP MADEP VPH 7052312 NQE0787-02 5.00 5.00 05/11/07 I5:04 JHC MADEP MADEP VPH 7052312 NQE0787-03 5.00 5.00 05/11/07 15:04 JHC MADEP MADEP VPH 7052312 NQE0787-04 5.00 5.00 05/11/07 15:04 JHC MADEP MADEP VPH 7052312 NQE0787-05 5.00 5.00 05/11/07 15:04 JHC MADEP MADEP VPH 7052312 NQE0787-06 5.00 5.00 05/11/07 15:04 JHC MADEP MADEP VPH 7052312 NQE0787-07 5.00 5.00 05/11/07 15:04 JHC MADEP MADEP VPH 7052312 NQE0787-08 5.00 5.00 05/11/07 15:04 JHC MADEP MADEP VPH 7052312 NQE0787-09 5-00 5.00 05/11/07 15:04 JHC MADEP MADEP VPH 7052312 NQE0787-10 5.00 5.00 05/11/07 15:04 JHC MADEP Page 25 of 29 TestAmerica ANALYTICAL TESTING CORPORAT10N 2960 Foster Creighton Road Nashville,TN 37204'800-765-0980'Fax 615-726-3404 Client Sovereign Consulting(Mansfield)/SHELL(138591 Work Order: NQE0787 905B South Main Street,Suite 202 Project Name: SC-590 lyannough Road,Hyannis,MA Mansfield,MA 02048 Project Number: SAP 137772/EQ872 Attn Jason Sherburne Received: 05/05/07 08:00 PROJECT QUALITY CONTROL DATA Blank Analyte Blank Value Q Units Q.C.Batch Lab Number Analyzed Date/Time ............. .... ---..... .............. .... ....------- ..... ............- -- ----.-.... .. ..... MADEP VPH 7052312-BLKI Methyl tert-Butyl Ether <0.380 ug/L 7052312 7052312-BLKI 05/11/07 23:35 Benzene <0.610 ug/L 7052312 7052312-BLKI 05/11/07 23:35 Toluene <0.600 ug/L 7052312 7052312-BLKI 05/11/07 23:35 Ethylbenzene <0.460 ug/L 7052312 7052312-BLKI 05/11/07 23:35 m,p-Xylene <0.840 ug/L 7052312 7052312-BLKI 05/11/07 23:35 o-Xylene <0.710 ug/L 7052312 7052312-BLKI 05/11/07 23:35 Naphthalene 1.70 ug/L 7052312 7052312-BLKI 05/11/07 23:35 C5-C8 Aliphatic Hydrocarbons,Unadjuste< <50.0 ug/L 7052312 7052312-BLKI 05/11/07 23:35 C9-C12 Aliphatic Hydrocarbons,Unadjust, <50.0 ug/L 7052312 7052312-BLKI 05/11/07 23:35 C9-C10 Aromatic Hydrocarbons <50.0 ug/L 7052312 7052312-BLKI 05/11/07 23:35 Surrogate:2,5-Dibrontoroluene(FlD) 103% 7052312 7052312-BLKI 05/11/07 23:35 Surrogate:2.5-Dibromololuene(PID) 90% 7052312 7052312-BLKI 05/11/07 23:35 Dissolved Metals by EPA Method 6010B 7051196-BLKI Lead <0.00300 mg/L 7051196 7051196-BLKI 05/07/07 15:55 7051330-BLKI Lead <0.00300 mg/L 7051330 7051330-BLKI 05/08/07 14:26 Page 26 of 29 Testl-.�Meriwca ANALYTICAL TESTING CORPORATION 2960 Foster Creighton Road Nashville,TN 37204'800-765-0980'Fax 615-726-3404 Client Sovereign Consulting(Mansfield)/SHELL(13859] Work Order: NQE0787 905B South Main Street,Suite 202 Project Name: SC-590 Iyannough Road,Hyannis,MA Mansfield,MA 02048 Project Number: SAP 137772/EQ872 Attn Jason Sherburne Received: 05/05/07 08:00 PROJECT QUALITY CONTROL DATA LCS Target Analyzed Analyte Known Val. Analyzed Val Q Units %Rec. Range Batch Date/Time ....................... ........ .................. . . .. .------ ..... ....... ............ ........ MADEP VPH 7052312-BSI Methyl tert-Butyl Ether 50.0 48.4 ug/L 97% 70-130 7052312 05/12/07 09:48 Benzene 50.0 49.6 ug/L 99% 70-130 7052312 05/12/07 09:48 Toluene 50.0 49.9 ug/L 100% 70-130 7052312 05/12/07 09:48 Ethylbenzene 50.0 50.8 ug/L 102% 70-130 7052312 05/12/07 09:48 m,p-Xylene 100 107 ug/L 107% 70-130 7052312 05/12/07 09:48 o-Xylene 50.0 53.1 ug/L 106% 70-130 7052312 05/12/07 09:48 Naphthalene 50.0 47.7 ug/L 95% 70-130 7052312 05/12/07 09:48 C5-C8 Aliphatic Hydrocarbons,Unadjusted 150 156 ug/L I04% 70-130 7052312 05/12/07 09:48 C9-C12 Aliphatic Hydrocarbons,Unadjusted 100 80.4 ug/L 80% 70-130 7052312 05/12/07 09:48 C9-C 10 Aromatic Hydrocarbons 50.0 57.7 ug/L t 15% 70-130 7052312 05/12/07 09.48 Surrogate:2,5-Dibromotoluene(F/D) 40.0 44.8 112% 70-130 7052312 05/12/07 09:48 Surrogate:2,5-Dibromotoluene(PID) 40.0 40.8 102% 70-130 7052312 05/12/07 09:48 Dissolved Metals by EPA Method 6010B 7051196-BSI Lead 0.0500 0.0568 m9/L 114% 80-120 7051196 05/07/07 16:00 7051330-BS1 Lead 0.0500 0.0591 mg/L 118% 80-120 7051330 05/08/07 14:31 Page 27 of 29 TestAmerica ANALYTICAL TESTING CORPORATION 2960 Foster Creighton Road Nashville,TN 37204.800-765-0980'Fax 615-726-3404 Client Sovereign Consulting(Mansfield)/SHELL(13859] Work Order: NQE0787 905B South Main Street,Suite 202 Project Name: SC-590 lyannough Road,Hyannis,MA Mansfield,MA 02048 Project Number: SAP 137772/EQ872 Arm Jason Sherburne Received: 05/05/07 08:00 PROJECT QUALITY CONTROL DATA LCS Dup Spike Target Sample Analyzed Analyte Orig.Val. Duplicate Q Units Conc %Rec. Range RPD Limit Batch Duplicated Date/Time ...... . ....... . .......... ---------- .. . ...... ....-.....-...-------- MADEP VPH 7052312-BSD1 Methyl tert-Butyl Ether 48.1 ug/L 50.0 96% 70-130 0.6 25 7052312 05/11/07 22:07 Benzene 49.0 ug/L 50.0 98% 70-130 1 25 7052312 05/11/07 22.07 Toluene 49.0 ug/L 50.0 98% 70-130 2 25 7052312 05/11/07 22.07 Ethylbenzene 50.4 ug/L 50-0 101% 70-130 0.8 25 7052312 05/11/07 22:07 m,p-Xylene 103 ug/L 100 103% 70-130 4 25 7052312 05/11/07 22.07 o-Xylene 51.2 ug/L 500 102% 70-130 4 25 7052312 05/11/07 22:07 Naphthalene 46.2 ug/L 50.0 92% 70-130 3 25 7052312 05/11/07 22:07 C5-C8 Aliphatic Hydrocarbons,Unadjusted 161 ug/L 150 107% 70-130 3 25 7052312 05/11/07 22:07 C9-C12 Aliphatic Hydrocarbons,Unadjusted 91.7 ug/L 100 92% 70-130 13 25 7052312 05/11/07 22:07 C9-C10 Aromatic Hydrocarbons 50.1 ug/L 50.0 100% 70-130 14 25 7052312 05/11/07 22:07 Surrogate:2,5-Dibrontotoluene(HID) 44.0 ug/L 40.0 110% 70-130 7052312 05/11/07 22:07 Surrogate:2,5-Dibromotoluene(PID) 39.5 ug/L 40.0 99% 70-130 7052312 05/11/07 22:07 Dissolved Metals by EPA Method 6010B 7051196-BSD1 Lead 0.0573 m9/L 0.0500 115% 80-120 0.9 20 7051196 05/07/07 16:04 7051330-BSD1 Lead 0.0532 mg/L 0.0500 106% 80-120 11 20 7051330 05/08/07 16:23 Page 28 of 29 TestA- Merica ANALYTtCAL TESTING CORPORATION 2960 Foster Creighton Road Nashville,TN 37204'800-765-0980'Fax 615-726-3404 Client Sovereign Consulting(Mansfield)/SHELL(13859] Work Order: NQE0787 905B South Main Street,Suite 202 Project Name: SC-590 Iyannough Road,Hyannis,MA Mansfield,MA 02048 Project Number: SAP 137772/EQ872 Attn Jason Sherburne Received: 05/05/07 08:00 DATA QUALIFIERS AND DEFINITIONS pHQ pH<2 ND Not detected at the reporting limit(or method detection limit if shown) METHOD MODIFICATION NOTES Page 29 of 29 TEST AMERICA Q Shell Oil Products US Chain Of Custody Record [D 2690 FOSTER CREIGHTON,NASHVILLE,TN 37204 SOP US Project Manager to be invoiced: PHONE 800-766.0980 FAXN 616-726-3404 IrteI,DENT'#(S&EONLY):. ❑SCIENCE&ENGINEERING ❑CHECK BOx TO VERIFY IF NO INCIDENT NUMBER APPLIES e-•- 24 TAT ONLY 97346878 DATE: 3 u-7 ❑1008 W.NINTH AVE,KING OF PRUSSIA,PA 19406 ❑TECHNICAL SERVICES NAME OF PERSON TO BILL: SOVEREIGN •SAP#. O BILL CONSULTANT PAGE: I 11 of CONSULTANT COMPANY: SHELL EE.DAVE WEEKS 1'J7772 SITE ADDRESS(Street end Clty): Sovereign Consulting Inc. ADDRESS: 590 I annou h Road Hyannis,MA 905E South Main Street-Suite 202 FROJECTCONTACTIRepp'"' CONSULTANT PROJECT NO.:EQ872 CITY: Jason Sherburne Mansfield,MA 02408 SAMPLERN EM)TNnn: TELEPXONE: FA%: .'.LAE.U$E ONLY .EAAAIL: (508)339.3200 (508)339.3248 C TURNAROUND TIME(CALENDAR DAYS): Q STANDARD(10 DAY) ❑5 DAYS ❑3 DAYS ❑2 DAYS ❑24 HOURS ❑RESULTS NEEDED ON WEEKEND REQUESTED ANALYSIS(Please place checkmarks next to desired analysis options in column headings.) Deliverables: Copy to SovCon,Copy to Shell EE TEMPERATURE ON RECEIPT C° Call P14 if sarnPles are recemao war a oe(lreas C. isibo:ratory. � .. .a :Notes. SPECIAL INSTRUCTIONS OR NOTE INCLUDE MDUS IN THE DATA DELIVERABLES ❑Site is GW-I,please note Detection limit Rqs E to MADEP MCP Response Action Analytical Report Certification Form requires completion;MA DEPVPH/EPH policy Appendix 3 Ito VPH/EPH Data report info needed for VPH/EPH anal is;Report in d (Weight where needed and accordingto DEP Methods; NQE0787 SAMPLING PRESERVATIVE d > 05/21/07 23-59 c..: Field Sample Identification MATRIX NO.OF > G ysE. DATE TIME CONT. y �` NCL HNO3 H2SO4 NONE OTHER 6 O W _ P 01 22 I C� 13s� (030 r6 •. Irvl W ��� Do P ' : 'V Cuelody Seel Number. ,v Received bY.(SipneNre) Re4rpwsbed by.(Sipnalure) ' I DMe: 7my; Custody Seal Number: Received bY(Sienalure) Relineuished Oy.(SipnBlure) Dme: �\ //I Time: Cuclody Seal Number: 5, 5- G �1 ReceMed bv:(SlBnelure D i VFy� RelincuIshed bY(Signelure) Ole: Ti— I/20/06 Rewaon -At1TUl 1I.—COSb4 . Nashville,TN COOLER RECEIPT FORM Cooler Received/Opened On_05/05107 0800_ 1. Tracking# 3 O � (last 4 digits,FedEx) Courier. _Fed EX IR Gun ID_90943149 C/ 2. Temperature of rep.sample or temp blank when opened: Degrees Celsius 3. If Item#2 temperature is 0°C or less,was the representative sample or temp blank frozen? YES NW.-NA 4. Were custody seals on outside of cooler? �y YES.2.NO...NA If yes,how many and where: 11 FO/'& `/ 5. Were the seals intact,signed,and dated correctly? ..NO...NA 6. Were custody papers inside cooler? YFJB..NOS...NNA certify'thaff opened the cooler and answered'guestions 1 6'(intial) 7. Were custody seals on containers: YES NO and Intact YES..NNO..`.� Were these signed nBubbiewra tly? YES...NO. JA� 8. Packing mat'I used? Plastic ba _ Peanuts Vermiculite Foam Insert Paper Other None 9. Cooling process: Ice I e-pack Ice(direct contact) Dry ice Other None 10. Did all containers arrive in good condition(unbroken)? ES .NO...NA 11. Were all container labels complete(#,date,signed,pres.,etc)? YES ..NO...NA 12. Did all container labels and tags agree with custody papers? ES .NO...NA 13a. Were VOA vials received? YE ...NO...NA b. Was there any observable headspace present in any VO vial? YES .o..NA 14. Was there a Trip Blank in this cooler? YES...U NA If multiple coolers,sequence# I certify that I unloaded the cooler and answered questions 7-14(intial) y O 15a. On pres'd bottles,did pH test strips suggest preservation reached the correct pH level? YES...NO..Q b. Did the bottle labels indicate that the correct preservatives were used ES.. NO...NA If preservation in-house was needed,record standard ID of preservative used here 16. Was residual chlorine present? YES...NOO I certify that I checked for chlorine and pH as per SOP and answered questions 15-16(intial) V O 17. Were custody papers properly filled out(ink,signed,etc)? gEN1 NO.,.NA 18. Did you sign the custody papers in the appropriate place? O...NA 19. Were correct containers used for the analysis requested? O...NA 20. Was sufficient amount of sample sent in each container? IYESi...NO...NA 1 certify that I entered this project into LIMS and answered questions 17-20(intial) JZ Y I certify that I attached a label with the unique LIMS number to each container(intial) f1 21. Were there Non-Conformance issues at login? YES...NO Was a PIPE generated?YES...NO...# BIS=Broken in shipment Cooler Receipt Form.doc LF-1 Revised 4/18/07 End of Form Na .ville,TN COOLER RECEIPT FORD Cooler Received/opened On May 500� 7(a 0 000 NQE0787 1. Tracking# �i�n7 (last 4 digits,FedEx) Courler: FedEx- - _.__. - IR Gun-lD- A00750- 2. Temperature of rep.sample or temp blank when opened:_L3 Degrees Celsius 3. If Item#2 temperature Is 0°C or less,was the representative sample or temp blank frozen? YES NO.. 4. Were custody seals on outside of cooler? Ifyes,how many and where: YE ..NO...NA 5. Were the seals intact,signed,and dated correctly? 0..NO...NA 6. Were custody papers inside cooler? ( ...NO...NA I certify that I opened the cooler and answered questions 1-6 flntial 7. Were custody seals on containers: - - -YES NO and Intact YES...NO. NA Were these signed and d correctly? YES...No.. 8. Packing mat'1 us ? Bubblewrap lastic bag Peanuts Vermiculite Foam Insert Paper Other None 9. Cooling process: Ice Ice-pack Ice(direct contact) Dry ice Other None 10. Did all containers arrive in good condition(unbroken)? YES..NO...NA 11. Were all container labels complete Adate,signed,pres.,etc)? YES..NO...NA 12. Did all container labels and tags agree with custody papers? NO...NA 13a. Were VOA vials received? YES..NO...NA b. Was there any observable headspace present In any VOA vial? YES. NO..NA 14. Was there a Trip Blank in this cooler? YES...N ...NA If mu(tipla coolers,sequence# I certify that I unloaded the cooler and answered questions 7-14 intial 15a. On pres'd bottles,did pH test strips suggest preservation reached the correct pH levetYES..NO.NA b. Did the bottle labels indicate that the correct preservatives were used YES..NO...NA If preservation in-house was needed,record standard ID of preservative used here 16. Was residual chlorine present? YES...N ..NA I certify that 1 checked for chlorine and off as per SOP and answered questions 15-161lntiail 17. Were custody . . . .. ... papers properly filled out_(ink,s.igned,etc)? U-NO—NA 18. Did you sign the custody papers in the appropriate place? 19. Were correct containers used for the analysis requested? 20. Was sufficient amount of sample sent In each container? I certify that I entered this pro ect into UMS and answered questions 17-20 Intial Icartifythatl attached a label with the uni ue LIMS number to each containernntial 21. Were there Non-Conformance Issues at login? YES...NO Was a PIPE generated?YES...NO...# BTS=Broken in shipment Cooler Receipt Form.doc LF-1 End ofFonn Revised 4/18107 Town of Barnstable �FIKE T Regulatory Services 'L Thomas F. Geiler,Director Public Health Division • * BAPNSTABLE, * Thomas McKean,Director 90o i63. 200 Main Street, Hyannis,MA 02601 ArFD Phone: 508-862-4644 Email: health@,town.barnstable.ma.us Fax: 508-790-6304 Office Hours: M-F 8:00—4:30 March 23,2007 Mr. Jay Imad Sav-On Gas 476 Main Street Yarmouthport,MA 02675 Re: 590 Iyannough Road,Hyannis MA,02601 Dear Mr.Imad: Thank you for submitting the test records of the three(3)tanks located at Sav-On Gas, 590 Iyannough Road,Hyannis,MA 02601 as requested in the previous letter(see below). According to the testing data you provided the Health Division,there were only three(3)tanks tested. Our records indicate that there are two(2)additional tanks below ground that shall be tested as well which are a 550 waste oil tank and an unknown 500 gallon tank. The testing of the two additional tanks shall be provided to the Health Division upon receipt of this letter. As a reminder,a hazardous materials permit shall be obtained for this location. PROBLEM: • Five Underground Storage Tanks(UST's)have not been tested in the required amount of time under the Chapter 326:Fuel and Chemical Storage Tanks ordinance.A letter was sent out regarding this issue on January 23, 2007 by the Health Division. (A copy of the Chapter 326:Fuel and Chemical Storage Tanks ordinance was included with that letter). Our records indicate that no testing data has been submitted to date. ORDER: • Testinz of the five tanks shall be completed in within 30 days of receipt of this letter. Receipt of testing data or a letter requesting a variance will determine removal options. Violations of this regulation shall be subject to the penalties provided under MGL C.III§31, as amended. A representative from the Public Health Division will re-visit your business during the next 30 days as a follow up to further advise you on your compliance. If you have any questions about these observations or you need further information, guidance or assistance,please do not hesitate to contact the Public Health Division. Sin erely,e ka h rp�� Ali 1�.Parker Th cKea RS CHO Hazardous Materials Specialist Director of Public Health All orders to correct violations of Chapter 108 of the Town of Barnstable Ordinance: Hazardous Materials shall be completed upon receipt of this letter. Town of Barnstable OF THE T Regulatory Services �'1� Thomas F. Geiler,Director Public Health Division * BARNSTABLE, * Thomas McKean,Director 90� 1639, � 200 Main Street, Hyannis,MA 02601 prFD MA'S a, Phone: 508-862-4644 Email: health(a,town.bamstable.ma.us Fax: 508-790-6304 Office Hours: M-F 8:00—4:30 March 5, 2007 Mr.Nassiv Mahfouz Sav-On Gas 590 Iyannough Rd. Hyannis, MA 02601 Dear Mr.Manfouz: Thank you for your time and cooperation during the hazardous materials inventory and site visit at Sav-On Gas on January 31, 2007..This letter contains information from that visit that will help you become compliant with the Town of Barnstable Ordinance Chapter 108: Hazardous Materials. Enclosed are copies of the Chapter 108: Hazardous Materials ordinance,the tokic and hazardous materials on-site inventory, a sample contingency plan, correspondence from January 23, 2007, and an application to store,handle and dispose of hazardous materials. Please note the problems and the recommendations or orders identified at your place of business during the hazardous materials inspection: PROBLEM: • Five Underground Storage Tanks (UST's)have not been tested in the required amount of time under the Chapter 326: Fuel and Chemical Storage Tanks ordinance. A letter was sent out regarding this issue on January 23, 2007 by the Health Division. (A copy of the Chapter 326: Fuel and Chemical Storage Tanks ordinance was included with that letter). Our records indicate that no testing data has been submitted to date. ORDER: • Testing of the five tanks shall be completed in within 30 days of receipt of this letter. Receipt of testing data or a letter requesting a variance will determine removal options. Violations of this regulation shall be subject to the penalties provided under MGL C.111 § 31,as amended. PROBLEM: • No MSDS on site. ORDER: • Please obtain MSDS for all products being used or sold at your place of business. r .. 1 PROBLEM: • No rag cans with lids. ORDER: • Obtain metal can with lid for soiled rags._ Vapors from rags can be released if not properly contained. PROBLEM: • No spill kit on site. ORDER: • Obtain materials for a spill kit in the event of a spill or release. The kit shall contain; speedy dry, gloves, goggles or glasses, absorbent pads, and plastic garbage bags. The kit shall also be labeled as such and readily accessible to all employees at the site. PROBLEM: • Not in compliance with the posting of a contingency plan. ORDER: • Post a contingency plan near all telephones in the facility. Posting will result in compliance with the Town of Barnstable Code Chapter 108: Hazardous Materials § 108- E (A-H)License and contingency plan. (sample plan enclosed) PROBLEM: • Approximately 30 tires stockpiled outdoors. ORDER: • Please remove all tires from outdoors. PROBLEM: • Fire extinguisher has no inspection tag. ORDER: • Please service all fire extinguishers immediately. On Site Inventory Total The Toxic and Hazardous Materials On-Site Inventory from January 31, 2007 shows that you have approximately 36,606 gallons of toxic and hazardous materials being used, stored or sold at Sav-On Gas, 590 Iyannough Rd., Hyannis, MA(Please see enclosed Toxic and Hazardous Materials On-Site Inventory sheet). The Board of Health has determined that the using, storing, generating and disposing of over 111 gallons of hazardous materials per month requires businesses in the Town of Barnstable to obtain an annual Hazardous Materials License. You are required to purchase this license from the Town of Barnstable Town Offices,200 Main Street,Hyannis,MA 02601 within the next 30 business days. An application is enclosed. Why are these recommendations being made for Sav-On Gas? • This information is intended to educate you, a business owner/operator in the Town of Barnstable, in order to keep your business operations in compliance with local, state and federal toxic and hazardous materials laws so that you can avoid future regulatory problems. • Complying with the Town of Barnstable Ordinance, Chapter 108: Hazardous Materials can prevent contamination of Barnstable's existing and future drinking water supply, prevent environmental contamination which can bankrupt site owners, lower or destroy land values, drive out residents and industry, depress local economies and endanger public health. A representative from the Public health Division will re-visit your business during the next 30 days as a follow up to further advise you on your compliance. If you have any questions about these observations or you need further information, guidance or assistance,please do not hesitate to contact the Public Health Division. Sincerely, Alisha L. Parker Hazardous Materials Specialist All orders to correct violations of Chapter 108 of the Town of Barnstable Ordinance: Hazardous Materials shall be completed upon receipt of this letter. �oas . McKean,RS, CHO Director of Public Health cc. Mr. Johnny Hatem,Hatem Enterprises Iyannough Road LLC (cover letter only) Enc. On-Site Inventory(copy) Chapter 108 (copy) Contingency Plan(copy) Application(copy) Correspondence from January 31, 2007 (copy) 03/19/2007 10: 16 FAX 5083621438 fa001/006 YARMOUTHPORT GETTY �� 476 Route 6A Yarmouthport, MA 02675 (508) 362-4594 FAX (508) 362-1438 508-790-6304 TOWN OF BARNSTABLE—HEALTI DEPT ALISHA L. PARKER SENT TO: JAY IMAD FROM: 3/19/07 DATE: TOTAL PAGES INCLUDING COVER: 6 COMMENTS: COMPLIANCE TESTIING SERVICES TEST ON 1/3/07 FOR ROUTE 132 SAV-ON GAS, INC 03/19/2007 10: 17 FAX 5083621438 Ia 006/006 .10 ComplianceTesting Services,Inc. P.O. Box 177 1 Franklin,MA 02038 Office: (508)278-3390 Test Location, and Address Client,Address and Phone Number Rt, 132 Sav On Inc, Jay I mad- 590 I annou h Road 508-726-2700 Hyannis, MA 02601 Site Plan 2"Vents ow T T Bays T A f A] goo goo F 12K 12K 12K Plus Reg Sup MPD LEGEND Canopy A-ATc F-Fill MPD MPp l•intmdtie] T.Turbine V-VAPW Rt. 132 Test Conducted By. Shawn Conrad 03/19/2007 10: 17 FAX 5083621438 1a 005/006 . , Compliance Testing Serviceq, Inc. P.O. Box 177 AV Franklin. MA 02038 Office: (508)278-3390 Test Location and Address CileriL Address,and Phone Number Rt. 132 Sav On Inc. Jay Imed 590 I annou h Road 508-726-2700 Hyannis,MA 02601 ATS TESTING make/Model of Monitoring System: Veeder400t TLS 350 OPERATIONAL Yes No N/A Functioning audible&visual alarms: I X System Operation As Per Manufacturers Speck a bona: I X EQUIPMENT PROFILE Tank 41 Size: 12,000 Gallon Function ank#2 Size: 12 000 Gallon Function Product Yee No Product Yes No X Inventory Probe Plus X X Inventory Probe Regular X X Annular Sensor Plus X X Annular Sensor R29ular X X STP Sump Sensor Plus X X STP Sump Sensor Regular X Disp.Pan Sensor Disp.Pen Sensor Piping Sump Son Piping Sump Sensor Ebctonic LLD Ele=Mnic LLD Omer Other Tanka9 Size: 12,000 Function ank asd Sine; Function Product Yee No Product Yes No X Inventory Probe Super z Inventory Probe X Annular Sensor Super x Annular Sensor X STP Sump Sensor Super : STP Sump Sensor oisp,Pan Sensor Disp.Pan Strnaor Plying Sump Senso 1ping Sump Sensor Electronic LLD Electronic LLD' Other Other Tank 99 Size: Function ank AS Size: Function Product Yes No Product Yea NO Inventory Probe Inventory Probe Annular Sensor Annular Sensor STP Sump Sensor STP Sump Sensor Disp.Pen Sensor Dlap.Pen Sensor Piping Sump Sensoi Piping Sump Sensor Electronic LLD Electronic LLD Other Other COMMENTS Tanks are doubled-well With eensora, Lines are single-wall with annual ti Mneas testing Signature of Technician Teet Technician Date Of Test Shavm Conrad 1/3/07 03/19/2007 10: 17 FAX 5083621438 [a 004/006 . t ComplianceTesting Services,Inc. P.O. Box 177 Franklin, MA 02038 Office: (508) 278-3390 Test Location,and Address Client,Address, and Phone Number Rt. 132 Savon Ja Imad 590 I annou h Road 508-726-2700 Hyannis, MA 02601 Petrotite Line Test Results Product Line Line Line Test Start End Change in Leak PASSIFAIL ID Material Diameter Length Pressure Time Time Volume Rate ML GPH Regular I SWFG 2" 120' 50 10:17 10:471 0 0 Pass Plus SWFG 2" 120' S0 11:04 11:34 0 0 Pass Super SWFG 2" 120' 50 10:17 10:47 0 0 Pass Line Leak Detector Test Results Test Functional Product Type/ Resiliency Opening Leak Rate Element Metering PASSIFAIL ID Manufacturer Time GPH Holding PSI PSI Regular RJFX1 V 80 1 3 12 10 Pass Plus RJFXIV 88 1 3 12 10 Pass Super RJFX1 V 88 1 3 18 10 Pass Comments: Signature of Technician Test Technician Date of Test 9 t_ Zlzll Shawn Conrad 1/3/07 03/19/2007 10: 17 FAX 5083621438 Ca 003/006 CompliRnceTesting Services, Inc. P.O. Box 177 Franklin, MA 02038 Office: (508) 278-3390 Test Location,and Address Client,Address, and Phone Number Rt. 132 Sav On Inc. Jay lmad 590 I annou h Road 508-726-2700 Hyannis, MA 02601 Stage II Vapor Recovery Air Over Liquid Ratio Nozzle Test Stage If System Type System Information Gilbarco Va orvac 3 MPD's,6 Nozzles Test Results Dispenser Gasoline Nozzle Gallons Final Initial Air Vol. Air/llq. Pass or Number Grade Model Pumped GPM Meter Meter Recwd Dis . Ratio Failed 1 Regular OPWIFVAI-27 4.5 8,5 1.17 Pass 1 Plus OPWIIVAI-27 4.5 8.9 1.17 Pass 1 Super OPWIIVAI-27 4,5 8.5 1.12 pass 2 Regular OPW12VW 4.5 8.7 1.01 Pass 2 Plus OPW72VW 4.5 9.0 1.05 Pass 2 super OPW12VW 4.5 9.0 1.05 Pam 3 Regular OPW12VW 4.5 8.1 1.01 Pass 3 Plus OPW12VW 4.5 8.7 1.01 Pass 3 Super OPW12VW 4.5 8.5 1.02 Pass 4 Regular OP'WIIVAI-27 4.5 8.0 1,15 Pass 4 Plus OPWIIVAI-27 4.5 &8 1.17 Pass d Super OPWIIVAI-27 4.5 &8 1.11 Pass 5 Regular OPW12VW 4.5 8.5 1.02 Pass 5 Plus OPW12VW 4.5 7,9 1.00 Pass 5 Supw OPW12VW 4.5 a,5 1.02 Pam 6 R2gular OPW12VW 4.5 8.4 0.98 Pass 6 Plus OPW12VW 4.5 7.7 1.00 Pass 6 Super OPW12VW 4.5 6,5 1.01 Pass Si nature of Technician Date of Test Shawn Conrad 1/3l07 03/19/2007 10: 16 FAX 5083621438 16 002/006 ComplianceTesting Services, Inc. P.O.Box 177 Franklin,MA 02038 Office: (508)279-3390 Test Location,and Address Client,Address,and Phone Number Rt. 132 Sav On Inc. Ja Imad 5901 annou h Road 508-726-2700 Hyannis, MA 02601 Stage I System Type: Stage II System Type: Dual Point Assist Tank Information TANK Tank 1 Tank 2 Tank 3 Tank 4 Total Product Grade Plus Regular Su er Actual Tank Capacity(gallons) 11,627 11,627 11,627 34,881 Gasoline Volume(gallons) 2244 5,810 1.947 10,001 Ulla a(gallons) t- 9:383 5,817 9,880 24,880 Pressure Decay Test PN Vent Cap Test Initial Pressure inches water 10.0 Pressure Vacuum Pressure After 1 Minute Enches water 9.95 Cap#1 2.9 8.0 Pressure After 2 Minutes inches water 9.90 Cap#2 2.9 6.9 Pressure After 3 Minutes inches water 9.90 Cap 03 2.8 7.5 Pressure After 4 Minutes inches water 9.90 Ca #4 Pressure After 5 Minutes inches water 9.85 Cap 96 Acc t Remaining Press in.Water Col, 9.76 Cap#6 Dynamic Back Pressure/Li uld Blockage Test PUMP/NOZ. GASOLINE NOZZLE MFG_ & FLOWMETER(CFH) WET TEST NUMBER GRADE MODEL NUMBER 20 40 60 80 100 60 Test Results. Test Pass or Fall Comments Pressure Decay Test Pass Vapor Tie-in Test Pass PressureAtacuum Vent Cap Test Pass Air to Li uid Ratio Test/Heal 400 Nozzle Test/Flow Rate Pass U namic Back Press/Liquid Blockage/Healy Line Ti ht. N/A Signature of Technician Test Technician Date of Test LiLeb, j Shawn Conrad 1/3/07 k twrlY �rrrr 4 � d F-i�ct RAap�/!'a�cel` 311017 TowofSatable � F r3 Healthepartment HealthSys�tem y . ' lo �M plPar cet 311017 � r Tank Nb�01agNb�� 00890ON In$tal d 01/01/1987 Location B a� " Test NOtifcat on Date' Status . ... .RemoI Notification DatWL e: 02/20/2007 03/12/1998 > Test 3 t ° abandon Wd Remova rye �- Hance: duel Stored G Fue Kv SEAR""', ge Reason B� ' CapaGi Go struction , Lea petect�on Cathodic I�et ction� Sforage�7anlc into 012000 FD Additional JTEST#1 5/4/95 TEST#4 3/19/07 <. f x�' t Town o Barnstable y ` F1nd MaplParCel €311017i sF I Health©epartment�HealthSystems � MaplPa�rcel 311017s, nk�Nbr " 02 TagNbr, 00891 Iife 01/01/1987 FyLocat�on 'Bay` f "00,9 Pest tJotificatronDate, Sta us gD`ate Removal NotificatibnDate r 02/20/2007 Nest 03/12/1998, I` as ate" M ' " ` Aba don , u Removal, fOw Fuel Stored FUeI a Reason s � v � A 'f Ca aci Construction t ac Detection � G th d�Detect �r P tY o POW Storage�Tank info 012000 FD �` � Y Additiorraletails TEST#1 5/4/95 TEST#4 3/19/07 arg � `� "tea' sz ,s ',. r »yam „�.. tam ".�, �.v: eyz�n Fmd MapfParcel 311017 Town of Barnstable Heatt Department HealthSystem � �� MaplParcel 311017 yn TankNbrQ 03 TagNbr 00892instalted 05/01/1987 NO Locatrom B Rom iest,Notrficatjon Ratefi Status Date Removal`No6fica� n Rates Testy 3 a xr' 03/12/1998 � � ,..�c<hwIM »F Abandon < , r yw MAT Awl",All0ReNA ,�oval i � a� �/anance a PI, Fuel Stored' y' Fuel Storage Reason B I ' ow s Cap ci" Roust uct�ond I.�eak DetectNon Gathodre D6 ection StorageATank Info 012000I. < Addrtronal TEST#1 5AT5 TES®etarls T#4 3/19/07 E r t yil di z z Atltl " Chan oReeord� I ' •.., 97777,3, SOVEREIGN ICONSULTING INC . 1 PHASE V REMEDY OPERATING STATUS OPINION Former Shell-Branded Service Station ' 590 Iyannough Road Hyannis, Massachusetts 02072 Location#137772 1 MassDEP RTN 4-17651 ' December 19, 2006 1 Prepared for: Motiva Enterprises LLC ' PMB 301 1.830 South Road, Unit 24 Wappingers Falls, NY 12590 tPrepared by: ' Sovereign Consulting Inc. 1600 Boston-Providence Hwy. Suite 138 Walpole, Massachusetts 02081 Project Number:EQ872 Phase V ROS Opinion-RTN 4-17651 December 19,2006 Former Shell-branded Service Station,590 Iyannough Road,Hyannis,MA ' 1.0 INTRODUCTION.........................................................................................................................1 ' 1.1 AUTHORIZATION......................................................................................................................... 1 1.2 PURPOSE....................................................................................................................................... 1 ' 1.3 BACKGROUND............................................................................................................................. 1 2.0 REMEDIAL ACTION ALTERNATIVE DESIGN PARAMETERS.....................................2 ' 2.1 GOALS AND PERFORMANCE REQUIREMENTS OF THE REMEDIAL ACTION.................................2 2.2 MODIFICATIONS TO THE PHASE IV RIP......................................................................................2 ' 2.3 IMPLEMENTATION OF THE SELECTED REMEDIAL ACTION.........................................................2 2.3.1 Groundwater Sampling and MNA..........................................................................................2 2.4 DEMONSTRATION OF EFFECTIVENESS OF REMEDIAL ACTION...................................................3 3.0 OPERATING AND MAINTENANCE PARAMETERS........................................................3 ' 4.0 SOURCE CONTROL...................................................................................................................3 ' 4.1 CONTINGENCY PLAN..................................................................................................................4 5.0 SUBSTANTIAL HAZARD EVALUATION............................................................................4 6.0 PUBLIC NOTIFICATIONS.........................................................................................................5 ' 7.0 SCHEDULE.......................................................................................................................................5 1 i Phase V ROS Opinion-RTN 4-17651 December 19,2006 ' Former Shell-branded Service Station,590 Iyannough Road,Hyannis,MA FIGURES ' Figure 1 Site Locus Map Figure 2 Site Plan ' TABLES Table 1 Summary of Groundwater Monitoring Data-VPH, EDB and Lead ' Table 2 Summary of Groundwater Monitoring Data-Oxygenates Table 3 Summary of Groundwater Monitoring Data- MNA ' CHARTS Chart 1 VPH Fractions-GTA Chart 2 VPH Fractions-GT-4 Chart 3 VPH Fractions-GT-5 Chart 4 VPH Fractions-GT-7 ATTACHMENTS Attachment A Laboratory Analytical Data Attachment B Copy of Public Notification Attachment C Copies of Historical Soil Data Tables from GSC/Kleinfelder 1 - ii Phase V ROS Opinion-RTN 4-17651 December 19,2006 Former Shell-branded Service Station,590 Iyannough Road,Hyannis,MA 1.0 INTRODUCTION 1.1 Authorization Sovereign Consulting Inc. (Sovereign) prepared this Phase V Remedy Operating Status Opinion(Phase V ROS) Report on behalf of Motiva Enterprises LLC. The report presents information related to the operation, maintenance, and/or monitoring of the selected ' remedial action alternatives (RAAs) for Massachusetts Department of Environmental Protection (MassDEP) Release Tracking Number (RTN) 4-17651. For the purpose of this report, the "facility" is defined as the area located within the legal property boundaries ' of 590 Iyannough Road in Hyannis, Massachusetts. The "disposal site" is defined as the facility and other properties where oil and/or hazardous material (OHM) has come to be located as a result of a gasoline release at the facility. Based on analytical data ' collected to date, impacted groundwater is located beneath a portion the former Shell facility. Please refer to Figure 1-Site Locus Map for the site location and Figure 2-Site Plan for a depiction of the disposal site. This document summarizes activities performed ' at the disposal site from June 29,2006 through December 28,2006. Prior to August 2006, response actions at the disposal site were conducted by Klienfelder ' East of Littleton, Massachusetts. In August 2006, Motiva transferred consulting for the disposal site to Sovereign. ' 1.2 Purpose In accordance with 310 CMR 40.0893, this report discusses the implementation of ' procedures necessary to achieve and maintain Phase V Remedy Operation Status. 1.3 Background The subject property is comprised of one parcel of land totaling approximately 20,900 square feet located on the northern side of Iyannough Road and the western side of ' Hinckley Road in Hyannis,Massachusetts. ' The subject property was formerly developed as a Shell-branded retail gasoline and automotive repair facility currently operated as a retail gasoline and automotive repair facility known as "Sav-On". A release of gasoline at the former Shell-branded service ' station is the subject of RTN 4-17651. According to data obtained from Massachusetts Geographic Information Systems (Mass ' GIS) maps, groundwater beneath the disposal site is located within a Zone II Wellhead protection district.GW-1 standards apply to groundwater within the disposal site. ' A private potable well was formerly located at 37 Hinckley Road, New England Tile Company. The owner reported that historically the well was not being used as a Page 1 1 . - Phase V ROS Opinion-RTN 4-17651 December 19,2006 ' Former Shell-branded Service Station,590 Iyannough Road,Hyannis,MA drinking water source. In September 2006, 37 Hinckley Road was connected to ' municipal water supplies and use of the private drinking water well was discontinued. On November 21, 2006 Sovereign personnel confirmed the connection to municipal water supplies with Mr.Steve Opdyke, the owner of New England Tile. 2.0 REMEDIAL ACTION ALTERNATIVE DESIGN PARAMETERS ' 2.1 Goals and Performance Requirements of the Remedial Action On December 14, 2005, Kleinfelder submitted a Phase IV Remedy Implementation Plan (Phase IV RIP), Phase IV Final Inspection Report, and Phase IV Completion Statement to the MassDEP. The selected technology outlined in the Phase IV report was monitored natural attenuation (MNA). The performance criteria for the remedial action alternatives includes the following: • Monitor decreasing trends in contaminant concentrations in the impacted groundwater to verify the dissolved phase plume is stable or decreasing. • Demonstrate natural attenuation is occurring as expected. • Reduce dissolved-phase contamination to levels below applicable standards. • Reduce adsorbed-phase contamination to levels below applicable S-1/GW-1, S- ' 1/GW-2 and/or S-1/GW-3 standards and, to the extent feasible, to background concentrations. • Verify progress toward attainment of cleanup objectives. ' • Achieve or approach GW-1 standards in site related monitoring wells within a reasonable timeframe. • If trends are not statistically in decline after three years, the feasibility of additional ' remedial alternatives will be reevaluated. 2.2 Modifications to the Phase IV RIP No modifications are needed to the Phase IV RIP ' 2.3 Implementation of the Selected Remedial Action 2.3.1 Groundwater Sampling and MNA ' On October 25, 2006, Sovereign Performed a groundwater sampling event at the disposal site. Ten site monitoring wells were gauged and sampled for volatile petroleum ' hydrocarbons (VPH) laboratory analysis. Samples were submitted to Test America (TA) of Nashville, Tennessee. In addition MNA field parameters including dissolved oxygen (DO), oxidation/reduction potential (ORP), pH, temperature, and conductivity were ' collected. Refer to Tables 1 through 3 for a summary of monitoring well gauging data and analytical data. t ' ' Page 2 t Phase V ROS Opinion-RTN 4-17651 December 19,2006 ' Former Shell-branded Service Station,590 Iyannough Road,Hyannis,MA 2.4 Demonstration of Effectiveness of Remedial Action ' Based on the October 2006, sampling event, the only COC concentration in groundwater above Method 1 GW-1 standards is the VPH fraction Cs-Cs in monitoring well GT-1. In ' addition, only GT-4 and GT-7 had COC concentrations above laboratory detection limits. Refer to Charts 1 through 4 for historical COC concentrations in GT-1, GT-4, GT- 5,and GT-7. ' Refer to Tables 1 through 3 for a summary of monitoring well gauging data and analytical data. Copies of the analytical reports are provided in Attachment A. ' 3.0 OPERATING AND MAINTENANCE PARAMETERS ' The following table summarizes specific wells included in the monitoring plan during the next year. LocAf l a h Pur c se z 3 P A�l lead dEx g ... .-; >..+'✓.e..v..c„ ,_-,.- L,�<a�5`_.vF,e<Tfs..�? �'.G �'_ ; .. ir.i"^�-„ ,,,�_ _„—x,'-i�.3 4 `S3i__c �_ MW-101 and Upgradient Monitor extent of VPH, DO,ORP,pH, ' MW-102 impacts on the temperature and specific northern portion conductivity of the site on a ' quarterly basis. GT-1,GT-2, Plume area Monitor plume VPH, DO,ORP,pH, GT-4,GT-5, behavior on a temperature and specific ' and GT-7 quarterly basis. conductivity.. GT-3 and MT-3 Crossgradient Monitor plume VPH,DO,ORP,pH, behavior on a temperature and specific quarterly basis. conductivity MW-202 and Downgradient Monitor VPH, DO,ORP,pH, MW-202D of plume downgradient temperature and specific extent of plume conductivity ' on a quarterly basis. ' 4.0 SOURCE CONTROL The sources of impact at the site related to RTN 4-17651 were removed/repaired and ' data trends indicate no.continuing sources of impacts. Groundwater beneath the site occurs in an area categorized as GW-1, GW-2, and GW-3. The disposal site includes groundwater impacted with COCs underneath a portion of the facility. The small ' amount of impacted soil noted at the disposal site is not expected to represent a Page 3 i Phase V ROS Opinion-RTN 4-17651 December 19,2006 ' Former Shell-branded Service Station,590 Iyannough Road,Hyannis,MA significant continuing source of COCs leaching to groundwater. There is no light non- aqueous phase liquids (LNAPL) present at the disposal site. 4.1 Contingency Plan If concentrations of COCs do not statistically decrease toward applicable standards, additional remedial additive applications such as microsorb or oxygen enhancing mechanisms may be considered to further enhance natural attenuation and stimulate bioremediation at the site. ' 5.0 SUBSTANTIAL HAZARD EVALUATION A Substantial Hazard Evaluation, in accordance with 310 CMR 40.0956, was performed ' to determine the possible exposures of the release to human and environmental receptors, considering the current uses of the site and surrounding properties. In accordance with 310 CMR 40.0956, there are no substantial hazard conditions at the site ' because: • There is no significant exposure risk to COCs in soil due to the lack of soil ' impacts at the site. • The site and surrounding properties are used for commercial purposes. The identified release does not increase exposure risk, since exposure to the impacted ' areas of the site is limited by buildings and the commercial nature of the facility and surrounding properties. ' There is no visible evidence of oil within three feet of the ground surface over an area greater than two acres. • There is no evidence of stressed biota at the site nor any increased ecological risk ' or harm that would be substantially more difficult to remediate in a timely manner if site current conditions are maintained for several years. ' • There is no discharge of contaminated groundwater to surface waters. • Downgradient monitoring wells are present to monitor any plume migration toward downgradient receptors,however the plume appears to be stabilized and ' shrinking. ' 6.0 CONCLUSIONS Overall data trends of the site monitoring wells confirm that MNA is an effective remedial action for achieving Remedy Operating Status as detailed by sampling analysis ' and COC trend analysis. Continued monitoring of MNA is expected to achieve a condition of No Significant Risk(NSR) at the site. ' Page 4 Phase V ROS Opinion-RTN 4-17651 December 19,2006 Former Shell-branded Service Station,590 Iyannough Road,Hyannis,MA 7.0 PUBLIC NOTIFICATIONS Copies of Public Involvement Notifications, submitted to Town of Hyannis Public Officials in accordance with 310 CMR 40.0863,are included in Attachment B. 8.0 SCHEDULE The following are the upcoming field activities and reports to be completed for the site: Groundwater sampling: February and May 2007 Phase V Operation,Maintenance and Monitoring Report: June 19,2007 i III Page 5 Phase V ROS Opinion-RTN 4-17651 December 19,2006 ' Former Shell Branded Service Station,590 Iyannough Road,Hyannis,MA ' FIGURES t ems.. 9.:y° 'J`<�f �iF .Sw 4 ^s, a:• t 'm'�t� �« �, � 41 rr<.. . �► �r \ r V,,,w � r. 141 . �J i 311 + 17�m l * At s fn 4. .; , r • r Ir . �# 1 • SITE LOCATION t,ri s -, AFL �{ 'SOVEREIGN CONSULTING INC. Reference: Hyannis, MA Quadrangle-USGS 1988 FIGURE 1 Contour Interval =3 meters SITE LOCATION MAP Former Shell Branded Service Station 410 65' 94"N Latitude, 700 30' 66"W Longitude 590 lyannough Road, Hyannis,MA Sovereign Scale(approx.) Job No. 1"=1000' EQ872 Phase V ROS Opinion-RTN 4-17651 December 19,2006 ' Former Shell Branded Service Station,590 Iyannough Road,Hyannis,MA TABLES `1 TABLET SUMMARY OF GROUNDWATER MONITORING DATA-VPH,EDB AND LEAD ' Former Shell Service Station#137772 590Iyannough Road Hyannis,MA Ethyl- Total Naphtha- C-'CU C9-C12 C9-00 Ethylene Dissolved Method 1 Benzene Toluene benzene Xylenes BTEX MTBE lene Aliphatics Aliphatics Aromatics Dibromide Lead Standards (Pg(L) (PY/L) (PS/L) (PK/L) (PG(L) (118/L) W/O W(L) (99/0 (99/0 (ug/1) (49/1) ' GW-1 5 1,000 700 10,000 N/A 70 140 400 4,000 200 0.02 15 GW-2 2,000 8,000 30,000 91000 N/A 50,000 1,000 1,000 1,000 5,000 2 NE GW-3 140000 4,000 4,000 500 N/A 50,000 20,000 4,000 20,000 4,000 50,000 10 Well ID Sample Date Depth to Corrected TOC Elev. Water Water Elev. 37 HINKLEY 4/22/2003 <0.5 <0.5 <0.5 <0.5 ND 25 <0.5 <50 <50 <50 <0.5 5/28/2003 <0.5 <0.5 <0.5 <0.5 ND 25 <0.5 <50 <50 <50 <0.5 7/22/2003 <0.50 <0.50 <0.50 <0.50 ND 1.7 <0.50 - - - <0.50 9/16/2004 <0.50 <0.50 <0.50 <0.50 ND 1.2 <0.50 <0.50 5/2/2005 <0.50 <0.50 <0.50 <0.50 ND <0.50 <0.50 <0.50 7/21/2005 <0.50 <0.50 <0.50 <0.50 ND 0.52 <0.50 <0.50 10/10/2005 <0.50 <0.50 <0.50 <0.50 ND 0.79 <0.50 <0.50 1/16/2006 <0.500 <0.500 <0.500 <1.00 ND <0.500 <0.500 <0.500 4/17/2006 - - - - ND <1.00 - - ' 5/16/2006 <0.500 <0.500 <0.500 <1.00 ND <0.500 <0500 = <0500 Connected to Municipal Water in September 2006 GT-1 5/9/2003 23.85 74.17 <2.0 <2.0 <20 <4.0 ND 2.4 <3.0 81.9 <50 85.9 ' (GW 1,GW-3) 7/22/2003 24.11 73,91 <20 <2.0 <2.0 <4.0 ND 27.1 <3.0 <51 <50 <50 TOC 9/16/2004 26.39 71.63 <2.0 <20 <20 <4.0 ND 2 <3.0 637 <50 402 98.02 5/2/2005 23.20 74.82 <20 <20 <20 <4.0 ND <2 0 <3.0 73 <50 <50 7/21/2005 23.63 74.39 <20 <20 <20 <4.0 ND <20 <3.0 1% <50 97.5 10/10/2005 24.95 73.07 <20 <2.0 <20 <4.0 ND <20 <3.0 131 <50 142 ' 1/16/2006 23,75 74.27 <1.00 <3.00 <1.00 <6.00 ND <3.00 <5.00 <100 103 <101 4/17/2006 24.18 73.84 <1.00 <1.00 <1.00 <3.00 ND <1.00 <5.00 118 <100 <100 10/25/2006 24.48 73.54 <1.00 <3.00 <1.00 <6.00 ND <3.00 <5.00 581 I50 182 GT-2 5/9/2003 24.45 74.06 <20 <20 <20 <4.0 ND <20 <3.0 <50 <50 79.8 t (GW-1,GW-3) 7/22/2003 24.50 74.01 <20 <20 <20 <4.0 ND <20 <3.0 <50 <50 66 TOC 5/2/2005 23.56 74.95 <2.0 <20 <20 <4.0 ND <2.0 <3.0 <50 <50 <50 98.51 7/21/2005 24.06 74.45 <2.0 <20 <20 <4.0 ND <20 <3.0 <50 <50 <50 10/10/2005 25.39 73.12 <2.0 <2.0 <20 <4.0 ND <20 <3.0 <50 <50 <50 1/16/2006 24.16 74.35 <1.00 <3.00 <1.00 <6.00 ND <3.00 <5.00 <100 <100 <100 4/17/2006 24.83 73.68 <1.00 <1.00 <1.00 <3.00 ND <1.00 <5.00 <100 <100 <100 _ GT-3 11/15/2002 29.28 70.41 <2 <2 <2 <4 ND <2 <3 <50 <50 <50 (GW-1,GW-3) 5/9/2003 25.26 74.43 <2.0 <2.0 <2.0 <4.0 ND <20 <3.0 <50 <50 <50 TOC 7/22/2003 25.49 74.20 <2.0 <20 <20 <4.0 ND <20 13.0 <50 <50 <50 ' 99.69 5/2/2005 24.52 75.17 <20 <20 <20 <4.0 ND <20 <3.0 <50 <50 <50 7/21/2005 25.00 74.69 <20 <20 <20 <4.0 ND <20 <3.0 <50 <50 <50 10/10/2005 26.30 73.39 <20 <20 <20 <4.0 ND <20 <3.0 <50 <50 <50 <0.015 4/17/2006 25.77 73.92 <1.00 <1.00 <1.00 <3.00 ND <1.00 <5.00 <100 <100 <100 - 10/25/2006 26.05 73.64 <1.00 <3.00 <1.00 <6.00 ND <3.00 <5.00 <100 <100 <100 GT-4 11/15/2002 29.25 69.48 <2 <2 4.4 <4 ND <2 10.4 1,820 1,300 2,780 ' (GW 1,GW 3) 5/9/2003 24.54 74.19 <20 <20 <20 <4.0 ND 46.6 <3.0 750 <50 270 TOC 7/22/2003 24.78 73.95 <20 <20 <20 <4.0 ND 35.7 <3.0 392 60.9 329 98.73 9/16/2004 27.15 71.58 <20 <2.0 <2.0 <4.0 ND <2.0 <3.0 876 <50 339 5/2/2005 23.80 74.93 <20 <2.0 <2.0 <4.0 ND <2.0 <3.0 437 <50 <50 7/21/2005 24.29 74.44 <2.0 <20 <2.0 <4.0 ND 21 <3.0 344 <50 83.8 10/10/2005 25.63 73.10 <20 <20 <20 <4.0 ND <20 <3.0 629 <50 322 <0.015 1/16/2006 24.41 74.32 <1.00 <3.00 <1.00 <6.00 ND <3.00 <5.00 449 <100 208 - 4/17/2006 25.03 73.70 1.62 <1.00 <1.00 <3.00 ND 3.25 <5.00 489 245 262 10/25/2006 25.37 73.36 <1.00 <3.00 <1.00 <6.00 ND <3.00 <5.00 118 101 <100 GT-5 11/15/2002 28.52 69.45 <2 <2 <2 23.2 23.2 <2 7.6 489 256 946 (GW 1,GW-3) 5/9/2003 23.80 74.17 <20 <20 <20 16.7 16.7 <20 4.3 172 <50 577 TOC 7/22/2003 24.06 73.91 <2.0 <20 <20 127 127 <20 <3.0 135 109 638 97.97 9/16/2004 26.33 71.64 <20 <2.0 <20 8 8 <2.0 <3.0 327 <50 958 5/2/2005 23.07 74.90 <20 <2.0 <20 2.8 2.8 <1.0 <3.0 173 172 510 <0.015 <5.0 7/21/2005 23.57 74.40 <20 <2.0 <2.0 <4.0 ND <1.0 <3.0 135 <50 128 <0.015 11.7 10/10/2005 24.88 73.09 <2.0 <20 <20 24 24 <20 <3.0 201 <50 652 - - 1/16/2006 23.69 74.28 <1.00 <3.00 <1.00 <6.00 ND <3.00 <5.00 197 152 592 - 4/17/2006 24.32 73.65 <1.00 <1.00 1.2 <3.00 1.2 <1.00 <5.00 188 440 670 <5 10/25/2006 24.65 73.32 <1.00 <3.00 <1.00 <6.00 ND <3.00 <5.00 <100 <100 <100 t Page 1 of 2 TABLET ' SUMMARY OF GROUNDWATER MONITORING DATA-VFH,EDB AND LEAD Former Shell Service Station#137772 590 Iyannough Road Hyannis,MA ' Ethyl- Total Naphtha- C5-C8 C9-C12 C9-C10 Ethylene Dissolved P Y Method 1 Benzene Toluene benzene Xylenes BTEX MTBE lene Aliphatics Aliphatics Aromatics Dibromide Lead Standards (PPS) (Pg/L) (Pg/L) (P8/1.) (99/1.) (Pg/L) W/O (11910 (Pg(L) (119(L) (ug/1) (ug/1) GW-1 5 1,000 700 10,000 N/A 70 140 400 4,000 200 0.02 15 GW-2 2,000 8,000 30,000 9,000 N/A 50,000 1,000 1,000 1,000 5,000 2 NE GW-3 10,000 4,000 4,000 500 N/A 50,000 20,000 4,000 20,000 4,000 50,000 10 Well ID Sample Date Depth to Corrected y TOC Elev. Water Water Elev. GT-7 11/15/2002 28.31 69.47 <2 <2 <2 <4 ND <2 <3 173 74.5 312 (GW-1,GW-3) 5/9/2003 23.60 74.18 <2.0 <0 <2.0 <4.0 ND <20 <3.0 147 <50 474 TOC 7/22/2003 23.84 73.94 <20 <2.0 <2.0 2.3 ND <20 3.6 155 127 701 97.78 9/16/2004 26.12 71.66 <2.0 <20 <2.0 <4.0 ND <2.0 <3.0 155 <50 554 ' 5/2/2005 2284 74.94 <20 <20 <2.0 <CO ND <2.0 <3.0 197 194 558 _ 7/21/2005 23.39 74.39 <2.0 <2,0 <2.0 <4.0 ND <2.0 <3.0 126 <50 173 10/10/2005 24.67 73.11 <2.0 <20 <20 <4.0 ND <20 <3.0 215 <50 807 1/16/2006 23.47 74.31 <1.00 <3.00 <1.00 <6.00 ND <3.00 <5.00 118 <100 609 4/17/2006 24.12 73.66 1.06 <1.00 <1.00 <3.00 ND <1.00 <5.00 218 950 1,120 <0.0200 <5 10/25/2006 24.43 73.35 <1.00 <3.00 <1.00 <6.00 ND <3.00 <5.00 <100 101 <100 - - MT-3 10/28/2004 - <2 <2 <2 <4 ND <2 <3 <50 <50 <50 (GW-1,GW-3) 5/2/2005 22.65 74.87 <2.0 <2.0 <20 <4.0 ND <20 <3.0 <50 <50 <50 TOC 7/21/2005 23,14 74.38 <2.0 <20 <2.0 <4.0 ND <2.0 <3.0 <50 <50 <50 97.52 10/10/2005 24.50 73.02 <2.0 <2.0 <2.0 <4.0 ND <2.0 <3.0 <50 <50 <50 <0.015 1/16/2006 23.26 74.26 <1.00 <3.00 <1.00 <6.00 ND 29.8 <5.00 <100 <100 <100 4/17/2006 23.89 73.63 <1.00 <1.00 <1.00 <3.00 ND <1.00 <5.00 <100 <100 <100 10/25/2006 24.22 73.30 <1.00 <3.00 <1.00 <6.00 ND <3.00 <5.00 <100 <100 <100 MW-101 5/9/2003 25.12 74.42 <2.0 <2.0 <2.0 <4.0 ND <2.0 <3.0 <50 <50 <50 (GW-1,GW-3) 7/22/2003 25.36 74.18 <2.0 <20 <2.0 <4.0 ND <2.0 <3.0 <50 <50 <50 TOC 5/2/2005 24.35 75.19 <2.0 <20 <2.0 <4.0 ND <1.0 <3.0 <50 <50 <50 <0.015 <5.0 99.54 7/21/2005 24.85 74.69 <20 <2.0 <20 <4.0 ND <1.0 <3.0 <50 <50 <50 <0.015 <5.0 ' 10/10/2005 26.19 73.35 <2.0 <20 <20 <4.0 ND <2.0 <3.0 <50 <50 <50 - _ 10/25/2006 25.60 73.94 <1.00 <3.00 <1.00 <6.00 ND <3.00 <5.00 <100 <100 <100 MW 102 5/9/2003 24.44 74.32 <20 <2.0 <2.0 <4.0 ND <2.0 <3.0 <50 <50 <50 (GW-1,GW-3) 7/22/2003 24.68 74.08 <20 <20 <20 2.5 2.5 <20 <3.0 <50 <50 <50 ' TOC 5/2/2005 23.70 75.06 <2.0 <2.0 <20 <4.0 ND <1.0 <3.0 <50 <50 <50 0.02 <5.0 98.76 7/21/2005 24.20 74.56 <2.0 <2.0 <2.0 <4.0 ND <1.0 <3.0 <50 <50 <50 <0.015 <5.0 10/10/2005 25.55 73.21 <20 <20 <20 <4.0 ND <20 <3.0 <50 <50 <50 <0.015 1/16/2006 22.22 76.54 <1.00 <3.00 <1:00 <6.00 ND <3.00 <5.00 <100 <100 <100 - 4/17/2006 24.93 73.83 <1.00 <1.00 <1.00 <3.00 ND <1.00 <5.00 <100 <100 <100 10/25/2006 25.25 73.51 <1.00 <3.00 <1.00 <6.00 ND <3.00 <5.00 <100 <100 <100 MW-202 5/2/2005 21.60 74.69 <20 <2.0 <2.0 <4.0 ND <1.0 <3.0 <50 <50 <50 0.082 <5.0 (GW-1,GW-3) 7/21/2005 22.11 74.18 <2.0 <20 <20 <4.0 ND <1.0 <3.0 <50 <50 <50 0.022 <5.0 TOC 10/10/2005 25.55 70.74 <20 <2.0 <20 <4.0 ND <2.0 <3.0 <50 <50 <50 <0.015 96.29 1/16/2006 22.22 74.07 <1.00 <3.00 <1.00 <6.00 ND <3.00 <5.00 <100 <100 <100 - 4/17/2006 22.88 73.41 <1.00 <1.00 <1.00 <3.00 ND <1.00 <5.00 <100 <100 <100 <0.0197 10/25/2006 23.17 73.12 <1.00 <3.00 <1.00 <6.00 ND <3.00 <5.00 <100 <100 <100 - MW-202D 5/2/2005 .2229 73.95 <2.0 <2.0 <2.0 <4.0 ND <20 <3.0 <50 <50 <50 (GW-1,GW 3) 7/21/2005 22-87 73.37 <2.0 <2.0 <2.0 <4.0 ND <2.0 <3.0 <50 <50 <50 TOC 10/10/2005 23.40 72.84 <20 <20 <20 <4.0 ND <2.0 <3.0 <50 <50 <50 <0.015 %.24 1/16/2006 22.87 73.37 <1.00 <3.00 <1.00 <6.00 ND <3.00 <5.00 <100 <100 <100 - 4/17/2006 23.59 72.65 <1.00 <1.00 <1.00 <3.00 ND Q.00 <5.00 <100 <100 <100 10/25/2006 23.90 7234 <1.00 <3.00 <1.00 <6.00 ND <3.00 <5.00 <100 <100 <100 NOTES: ug/L is micrograms per liter(parts per billion) <5.0 is less than the laboratory detection limit of 5.0 ug/L 'BTEX is total combined benzene,toluene,ethylbenzene,xylenes MTBE is methyl tertiary-butyl ether ND is non-detect NA is not applicable not sampled s 'Bold is concentration above applicable Method 1 Standards MCP Standards for this table are current as of April 2006 Wave II Update ' Page 2 of 2 TABLE 2 ' SUMMARY OF GROUNDWATER MONITORING-OXYGENATES Former Shell Serice Station#137772 590 Iyannough Road . ' Hyannis,MA Diisopropyl ether ETBE TAME ' Well ID Sample Date (µg/L) (µg/L) (µg/L) TBA(µg/L) 37 HINKLEY 4/22/2003 <0.5 <0.5 <0.5 <10 5/28/2003 <0.5 <0.5 <0.5 <10 5/2/2005 <0.50 <0.50 <0.50 <10 7/21/2005 <0.50 <0.50 <0.50 <10 10/10/2005 <0.50 <0.50 <0.50 <10 ' 1/16/2006 <0.500 <0.500 <0.500 <10.0 4/17/2006, <1.00 <1.00 <1.00 <10.0 5/16/2006 <0.500 <0.500 <0.500 <10.0 ' GT-1 9/16/2004 <2.0 72.0 <2.0 <100 GT4 9/16/2004 <2.0 <2.0 <2.0 <100 GT-5 <2.0 < < <9/16/2004 2.0 2.0 100 ' 5/2/2005 <2.0 <2.0 <2.0 <100 7/21/2005 - <2.0 <2.0 <2.0 <100 GT-7 9/16/2004 <2.0 <2.0 <2.0 <100 ' MW 101 5/2/2005 <2.0 <2.0 <2.0 <100 7/21/2005 <2.0 <2.0 <2.0 <100 MW 102 5/2/2005 <2.0 <2.0 <2.0 <100 7/21/2005 - <2.0 <2.0 <2.0 <100 ' MW 202 5/2/2005 <2.0 <2.0 <2.0 <100 7/21/2005 <2.0 <2.0 <2.0 <100 Notes: is not sampled ' mg/L is milligrams per Liter I (µg/L)is micrograms per Liter I , mV is millivolts' µS/cm is microSiemens per centimeter ' Page 1 of 1 TABLE 3 ' SUMMARY OF GROUNDWATER MONITORING DATA-MNA Former Shell Service Station#137772 590 Iyannough Road Hyannis,MA Conductivity Temp DO ORP Well ID Sample Date pH (PS/cm) VC) (mg(L) (mV) GT-1 10/25/2006 5.24 0.303 16.26' 0.35 211.9 ' GT-3 10/25/2006 5.74 0.427 15.12 1.03 126.7 GT-4 10/25/2006 6.05 0.483 14.75 3.97 104.5 ' GT-5 7/21/2005 5.54 421 13.3 1.41 96.8 10/10/2005 5.2 485 13.53 1.84 124.3 ' 1/16/2006 5.51 495 14.6 1.91 115.5 4/17/2006 5.79 367 14.33 2.45 118.7 10/25/2006 5.93 0.453 15.5 0.96 93.2 GT-7 1/16/2006 5.97 461 14.24 0.88 76.8 4/17/2006 5.89 427 14.33 0.5 82.2 10/25/2006 6.02 0.542 14.6 0.83 101.3 ' MT-3 10/25/2006 5.53 0.361 13.97 0.22 179.5 MW-101 7/21/2005 5.03 449 13.16 5.66 178.1 10/10/2005 5.07 413 13.55 6.32 152.6 10/25/2006 5.42 0.393 14.29 1.38 148.3 ' MW-102 7/21/2005 4.88 253 13.43 9.08 161.4 10/10/2005 4.8 317 13.48 9.93 165 1/16/2006 5.08 493 14.06 8.14 244 4/17/2006 5.10 204 11.53 7.05 320 10/25/2006 5.17 0.236 14.40 2.34 117.8 ' MW-202 7/21/2005 4.96 554 12.94 1.34 197.9 10/10/2005 4.95 562 14.49 5.21 154.3 1/16/2006 4.91 647 14.15 0.48 309.3 ' 4/17/2006 5.0 791 13.83 3.61 389.5 10/25/2006 5.27 0.851 14.11 0.29 156.6 ' MW-202D 10/25/2006 5.0 0.741 14.01 0.23 170.4 Notes: -is not sampled mg/L is milligrams per Liter ' (µg/L)is micrograms per Liter mV is millivolts Page 1 of 1 µS/cm is microSiemens per centimeter Phase V ROS Opinion-RTN 4-17651 December 19,2006 ' Former Shell Branded Service Station,590 Iyannough Road,Hyannis,MA CHARTS GT-1 VPH Fractions Former Shell-Branded Service Station 590lyannough Road Hyannis, MA 700 ME-�--C9 C10 Aromatics(pg/L) �� � �;� 600 2 .. C5-C8 Aliphatics(pg/L) x W: } -c►-C9 C12 Ah hatics /L :Y " } p (p9 ) r4. . 500 k2' G1 H 400 IL 200 �i�# 5/9/2003 7/22/2003 9/16/2004 5/2/2005 7/21/2005 10/10/2005 1/16/2006 4/17/2006 10/25/2006 Sample Date GT-4 VPH Fractions Former Shell-Branded Service Station 590lyannough Road Hyannis, MA 3,000 - C9 C10 Aromatics(Ng/L) s-05-C8 Aliphatics(N9/L) 2,500 (N9- -C9 C12Ali hatics /L ' p ) x y y CM 0 2,000 a c - 5 C ca " r 1,500 Rk 1,000 " 4 500 �- t _ -.. 11/15/2002 5/9/2003 7/22/2003 9/16/2004 5/2/2005 7/21/2005 10/10/2005 1/16/2006 4/17/2006 10/25/2006 Sample Date GT-5 VPH Fractions. Former Shell-Branded Service Station 590 lyannough Road Hyannis, MA 1200 C9-C10 Aromatics (Ng/L) v, M —+—C5-C8 Aliphatics (pg/L) 1000 C9-C12 Aliphatics � „�.➢�i ' \ fix ,�`s � t"F r% F* dt , ti s x w 600 � r s N x R 400 0. 200 3 0 c4 4k M 11/15/2002 5/9/2003 7/22/2003 9/16/2004 5/2/2005 7/21/2005 10/10/2005 1/16/2006 4/17/2006 10/25/2006 Sample Date GT-7 VPH Fractions Former Shell-Branded Service Station 690 lyannough Road Hyannis, MA 1200 *- C9-C10 Aromatics (Ng/L) i k �"f ,� ; -+-C5-C8 Aliphatics (pg/L) 1000 C9 C12 Aliphatics (Ng/L) 800 � i£t O at k a £a ax P s 600 <C 400LL s < x 11/15/2002 5/9/2003 7/22/2003 9/16/2004 5/2/2005 7/21/2005 10/10/2005 1/16/2006 4/17/2006 10/25/2006 Sample Date Phase V ROS Opinion-RTN 4-17651 December 19,2006 ' Former Shell Branded Service Station,590 Iyannough Road,Hyannis,MA ATTACHMENT A 1 TestAmerioca ANALYTICAL TESTING CORPORATION 2960 Foster Creighton Road Nashville,TN 37204`800-765-0980`Fax 615-726-3404 ' November 09,2006 Client: Sovereign Consulting(Walpole)/SHELL(13859] Work Order: NPJ3773 1600 Boston Providence Hwy.,Ste. 130 Project Name: SC-590 Iyannough Road,Hyannis,MA Walpole,MA 02081 Project Nbr: SAP 137772/EQ872 Attn: Jason Sherburne P/O Nbr: 97346878 Date Received: 10/27/06 SAMPLE IDENTIFICATION LAB NUMBER COLLECTION DATE AND TIME ' GT-3 NPJ3773-01 10/25/0614:50 MW-102 NPJ3773-02 10/25/06 14:20 MW-101 NPJ3773-03 10/25/06 13:45 ' GT-7 NPJ3773-04 10/25/0613:05 GT-5 NPJ3773-05 10/25/06 12:35 GT-4 NPJ3773-06 10/25/06 11:55 ' MW-202D NPJ3773-07 10/25/0611:15 MW-202 NPJ3773-08 10/25/06 10:40 MT-3 NPJ3773-09 10/25/06 10:10 GTA NPJ3773-10 10/25/06 09:45 An executed copy of the chain of custody, the project quality control data, and the sample receipt form are also included as an addendum to this report. If you have any questions relating to this analytical report, please contact your Laboratory Project Manager at 1-800-765-0980. These results relate only to the items tested, and this report may not be reproduced except in full and with the permission of the Laboratory. Any opinions,if expressed,are outside the scope of the Laboratory's accredidation. ' This material is intended only for the use of the individual(s) or entity to whom it is addressed, and may contain information that is privileged and confidential. If you are not the intended recipient, you are hereby notified that any dissemination, distribution, or copying of this material is strictly prohibited. If you have received this material in error,please notify us immediately at 615-726-0177. *HydroCarbon Range data exclude area counts of any surrogates)and/or internal standards eluting in that range. *VPH C5-C8 Aliphatic Hydrocarbons exclude the concentration of Target Analytes eluting in that range. ' *Adjusted C5-C8 Aliphatic Hydrocarbons range excluded the concentrations fo MTBE,Benzene and toluene. *VPH C9-C12 Aliphatic Hydrocarbons exclude target analytes eluting in that range AND concentration of C9-C10 Aromatic Hydrocarbons. ' *Adjusted C9-C12 Aliphatic Hydrocarbon range excludes the concentration of Ethylbenzene,m-,p-,and o-Xylene and the C9-C10 Aromatic Hydrocarbon values. Additional Laboratory Comments: All samples were received in good condition,properly preserved,and properly labeled.All analyses were completed within holding times. ' All no responses from the attached"MCP Response Action Analytical Report Certification Form"are addressed below. E. The VPH FID surrogate recovery in sample NPJ3773-10(GT-1)was outside QC limits due to sample matrix. The sample chromatogram was included with this report. The VPH surrogate recovery in the method blank in batch 6110089 was outside QC limits.The recovery was elevated and the method blank was non-detect at the reporting limit for all target analytes. ' Page 1 of 19 1 1TestZimerica ANALYTICAL TESTING CORPORATION 2960 Foster Creighton Road Nashville,TN 37204'800-765-0980'Fax 615-726-3404 Client Sovereign Consulting(Walpole)/SHELL(138591 Work Order: NPJ3773 1600 Boston Providence Hwy.,Ste.130 Project Name: SC-590 Iyannough Road,Hyannis,MA Walpole,MA 02081 Project Number: SAP 137772/EQ872 Attn Jason Sherburne Received: 10/27/06 08:00 The Chain(s)of Custody,2 pages,are included and are an integral part of this report. ' These results relate only to the items tested. This report shall not be reproduced except in full and with permission of the laboratory. Report Approved By: tta Gail A Lage Program Manager-National Accounts r i � 5 1 i 1 1 . ' Page 2 of 19 . l I 1 TestAmerica ANALYTICAL TESTING CORPORATION 2960 Foster Creighton Road Nashville,TN 37204'800-765-0980'Fax 615-726-3404 1 Client Sovereign Consulting(Walpole)/SHELL(13859] Work Order: NPJ3773 1600 Boston Providence Hwy.,Ste.130 Project Name: SC-590 lyannough Road,Hyannis,MA Walpole,MA 02081 Project Number. SAP 137772/EQ872 1 Attn Jason Sherburne Received: 10/27/06 08:00 Sample Cooler Information ' Lab ID Cooler ID TCmD Seals Containers Intact Preservation Confirmed On Ice 7567 1.3C Yes Yes Yes Yes 1 1 1 1 1 1 1 1 1 11 ' Page 3 of 19 ' MADEP MCP Response Action Analytical Report Certification Form Laboratory Name: TestAmerica Analytical Iesting Corp. Project#: SAP 137772/EQ872 Project Location: SC-590 Iyannough Road,Hyanni City: A Uc,"AA -, MADEP RTN: ' Ihis Form provides certifications for the following data set: Lab SDG# NPJ3773 Sample Matrices: Groundwater _Soil/Sediment _Drinking Water —Other t _8260B _8151A 8330 _6010B _7470AIIA MCP SW-846 Methods Used _8270C _8081 A VPH _6020 _9014M 8082 ,8021 B _EPH _ 7000 S _Other An affirmative response to questions A,B,and C is required for"Presumptive Certainty"Status ' A. Were all samples received by the laboratory in a condition consistent with that described on the chain-of-custody documentation for the data set? ; Yes _No B Were all QA/QC procedures required for the specified analytical method(s) ' included in this report followed,including the requirement to note and discuss in a narrative QC data that did not meet appropriate performance standards or guidelines? ,--Yes No ' C.. Does the analytical data included in this report meet all the requirements for Presumptive Certainty",as described in section 2.0 of the MADEP document CAM VII A,"Quality Assurance and Quality Control Guidelines ' for the Acquisition and Repotting of'Analytical Data"? --'Yes _No D VPH and EPH methods only:Was the EPH or VPH method run without significant modifications,as specified in section 11 3? _,.-Yes ,No -- A response to questions E and F below is required for "Presumptive Certainty" 'status E.. Were all QC performance standards and recommendations for the specified methods achieved? _ Yes ,/No F. Were results for all analyte-list compounds/elements for the specified method(s)reported? J4'es No ,All No answers must be addressed in an attached Laboratory Case Narrative Ethe undersigned,attest under the pains and penalties of perjury that,based upon my personal inquiry of those responsible for-obtaining the information,the aterial contained in this analytical report is,to the best of my knowledge and belief,accurate and complete„ `Signature: Position: �Q � Printed Name: I Date: !L www testamericainc.com TestAmerica Analytical Iesting Corporation TestAmezica Drilling Corporation IestAmerica Air Emission Corpotation Page 4 of 19 � 1 TesU- merica ANALYTICAL TESTING CORPORATION 2960 Foster Creighton Road Nashville,TN 37204'800-765-0980'Fax 615-726-3404 ' Client Sovereign Consulting(Walpole)/SHELL(13859] Work Order: NPJ3773 1600 Boston Providence Hwy.,Ste.130 Project Name: SC-590 lyannough Road,Hyannis,MA Walpole,MA 02081 Project Number: SAP 137772/EQ872 ' Atm Jason Sherburne Received: 10/27/06 08:00 ANALYTICAL REPORT Report Dil Extracted Analysis Analyte Result Units Flag Limit Factor Daterrime Date/Time Analyst Method Batch —— -------------—-------------------------- ---------------------------------------------------------------— ------------ Sample ID:NPJ3773-01(GT-3-Water)Sampled: 10/25/06 14:50 'MADEP VPH VPH Preservation pH<2 Methyl tert-Butyl Ether ND ug/L 3.00 1 10/25/06 14:50 10/31/06 16:39 hw MADEP VPH 6106241 Benzene ND ug/L 1.00 1 10/25/06 14:50 10/31/06 16:39 hw MADEP VPH 6106241 Toluene ND ug/L. 3.00 t 10/25/06 14:50 10/31/06 16:39 hw MADEP VPH 6106241 Ethylbenzene ND ug/L 1.00 1 10/25/06 14:50 10/31/06 16:39 hw MADEP VPH 6106241 ' m,p-Xylene ND ug/L 4.00 1 10/25/06 14:50 10/31/06 16:39 hw MADEP VPH 6106241 o-Xylene ND ug/L 2.00 1 10/25/06 14:50 10/31/06 16:39 hw MADEP VPH 6106241 Naphthalene ND ug/L 5.00 1 10/25/06 14:50 10/31/06 16:39 hw MADEP VPH 6106241 C5-C8 Aliphatic Hydrocarbons,Unadjuste, ND ug/L. 100 t 10/25/06 14:50 10/31/06 16:39 hw MADEP VPH 6106241 C9-C12 Aliphatic Hydrocarbons,Unadjust, ND ug/L too 1 10/25/06 14:50 10/31/06 16:39 hw MADEP VPH 6106241 C5-C8 Aliphatic Hydrocarbons ND ug/L 100 1 10/25/06 14:50 10/31/06 16:39 hw MADEP VPH 6106241 C9-C12 Aliphatic Hydrocarbons ND ug/L 100 1 10/25/06 14:50 10/31/06 16:39 hw MADEP VPH 6106241 tC9-C10 Aromatic Hydrocarbons ND ug/L 100 1 10/25/06 14:50 10/31/06 16:39 hw MADEP VPH 6106241 urr-2,5-Dibromotoluene(FID)(70-13091o) 122 Surr.2,5-Dibromotoluene(PID)(70-130%) 111 Page 5 of 19 . t 1 TestLimerica A14ALYTICAL'TESTING CORPORATION 2960 Foster Creighton Road Nashville,TN 37204'800-765-0980'Fax 615-726-3404 ' Client Sovereign Consulting(Walpole)/SHELL(13859] Work Order: NPJ3773 1600 Boston Providence Hwy.,Ste.130 Project Name: SC-590 lyannough Road,Hyannis,MA Walpole,MA 02081 Project Number: SAP 137772/EQ872 ' Attn Jason Sherburne Received: 10/27/06 08:00 ANALYTICAL REPORT Report Dil Extracted Analysis lAnalyte Result Units Flag Limit Factor Daterrime ' Date/rime Analyst Method Batch ---------------------—------------— -------------------------------------------------——-------- --------------------------------—--- ID: NPJ3773-02(MW-102-Water)Sampled: 10/25/06 14:20 ,Sample MADEP VPH VPH Preservation pH<2 Methyl tert-Butyl Ether ND ug/L 3.00 1 10/25/06 14:20 10/31/06 17:14 hw MADEP VPH 6106241 Benzene ND ug/L 1.00 1 10/25/06 14:20 10/31/06 17:14 hw MADEP VPH 6106241 Toluene ND ug/L 3.00 1 10/25/06 14.20 10/31/06 17:14 hw MADEP VPH 6106241 Ethylbenzene ND ug/L 1.00 1 10/25/06 14:20 10/31/06 17:14 hw MADEP VPH 6106241 ' m,p-Xylene ND ug/L 4.00 1 10/25/06 14:20 .10/31/06 17:14 hw MADEP VPH 6106241 o-Xylene ND ug/L 2.00 1 10/25/06 14:20 10/31/06 17:14. hw MADEP VPH 6106241 Naphthalene ND ug/L 5.00 1 10/25/0614:20 10/31/06 17:14 hw- MADEP VPH 6106241 C5-C8 Aliphatic Hydrocarbons,UnadjusteA ND ug/L 100 1 10/25/06 14.20 10/31/06 17:14 hw MADEP VPH 6106241 1 C9-C12 Aliphatic Hydrocarbons,Unadjust, ND ug/L too 1 10/25/06 14:20 10/31/06 17:14 hw MADEP VPH 6106241 C5-C8 Aliphatic Hydrocarbons ND ug/L 100 1 10/25/06 14:20 10/31/06 17:14 hw MADEP VPH 6106241 C9-C 12 Aliphatic Hydrocarbons ND ug/L 100 1 10/25/06 14:20 10/31/06 17:14 hw MADEP VPH 6106241 �C9-C10 Aromatic Hydrocarbons ND ug/L 100 1 10/25/06 14:20 10/31/06 17:14 hw MADEP VPH 6106241 urr:2,5-Dibromololuene(FID)(70-130•5) 115 Surr:2,5-Dibromotoluene(PID)(70-130%) 110 1 ' Page 6 of 19 L 1 TesUiimerica ANALYTICAL TESTING CORPORATION 2960 Foster Creighton Road Nashville,TN 37204'800-765-0980'Fax 615-726-3404 1 Client Sovereign Consulting(Walpole)/SHELL(138591 Work Order: NPJ3773 1600 Boston Providence Hwy.,Ste.130 Project Name: SC-590 lyannough Road,Hyannis,MA Walpole,MA 02081 Project Number: SAP 137772/EQ872 1 Attn Jason Sherburne Received: 10/27/06 08:00 ANALYTICAL REPORT Report Dil Extracted Analysis lAnalyte Result Units Flag Limit Factor Date/Time Date/Time Analyst Method Batch -----------------------------------------------—-----------------------—-------------------------------------------—---------------------- Sample ID: NPJ3773-03(MW-101-Water)Sampled: 10/25/06 13:45 (MADEP VPH VPH Preservation pH<2 Methyl tert-Butyl Ether ND ug/L 3.00 1 10/25/06 13:45 10/31/06 17:50 hw MADEP VPH 6106241 1 Benzene ND ug/L 1.00 1 10/25/06 13:45 10/31/06 17:50 hw MADEP VPH 6106241 Toluene ND ug/L 3.00 1 10/25/06 13:45 10/31/06 17:50 hw MADEP VPH 6106241 Ethylbenzene ND ug/L 1.00 1 10/25/06 13:45 10/31/06 17:50 hw MADEP VPH 6106241 1 m,p-Xylene ND ug/L 4.00 1 10/25/06 13:45 10/31/06 17:50 hw MADEP VPH 6106241 o-Xylene ND ug/L 2.00 1 10/25/06 13:45 10/31/06 17:50 hw MADEP VPH 6106241 Naphthalene ND ug/L 5.00 1 10/25/06 13:45 10/31/06 17:50 hw MADEP VPH 6106241 CS-C8 Aliphatic Hydrocarbons,Unadjuste, ND ug/L 100 1 10/21/06 13,45 10/31/06 17-50 hw MADEP VPH 6106241 'C9-C12 Aliphatic Hydrocarbons,Unadjusb ND ug/L too 1 10/25/06 13:45 10/31/06 17:50 hw MADEP VPH 6106241 C5-C8 Aliphatic Hydrocarbons ND ug/L 100 1 10/25/06 13:45 10/31/06 17:50 hw MADEP VPH 6106241 C9-C12 Aliphatic Hydrocarbons ND 1191L too 1 10/25/06 13:45 10/31/06 17:50 hw MADEP VPH 6106241 �C9-C10 Aromatic Hydrocarbons ND ug/L 106 1 10/25/06 13:45 10/31/06 17:50 hw MADEP VPH 6106241 urr:2,5-Dibromotoluene(FID)(70-130'1) 119 Surr:2,5-Dibromotoluene(PID)(70-130%) 112% 1 1 1 ' Page 7 of 19 TestAmerica ANALYTICAL TESTING CORPORA110N 2960 Foster Creighton Road Nashville,TN 37204.800-765.0980'Fax 615-726-3404 ' Client Sovereign Consulting(Walpole)/SHELL(138591 Work Order: NPJ3773 1600 Boston Providence Hwy.,Ste.130 Project Name: SC-590 Iyannough Road,Hyannis,MA Walpole,MA 02081 Project Number: SAP 137772/EQ872 ' Attn Jason Sherburne Received: 10/27/06 08:00 ANALYTICAL REPORT Report Dil Extracted Analysis Analyte Result Units Flag Limit Factor Date/Time Date rime Analyst Method Batch ------------------------------------—--------------------------------------———------—-------------------------------------------------- 'Sample ID:NPJ3773-04(GT-7-Water)Sampled: 10/25/06 13:05 MADEP VPH VPH Preservation pH<2 Methyl tert-Butyl Ether ND ug/L 3.00 1 10/25/06 13:05 10/31/06 18:26 hw MADEP VPH 6106241 Benzene ND ug/L 1.00 1 10/25/06 13:05 10/31/06 18:26 hw MADEP VPH 6106241 Toluene ND ug/L 3.00 1 10/25/06 13:05 10/31/06 18:26 hw MADEP VPH 6106241 Ethylbenzene ND ug/L 1.00 1 10/25/06 13:05 10/31/06 18:26 hw MADEP VPH 6106241 ' m,p-Xylene ND ug/L 4.00 1 10/25/06 13:05 10/31/06 18:26 hw MADEP VPH 6106241 o-Xylene ND ug/L 2.00 1 10/25/06 13:05 10/31/06 18:26 hw MADEP VPH 6106241 Naphthalene ND ug/I. 5.00 1 10/25/06 13:05 10/31/06 18:26 hw MADEP VPH 6106241 C5-C8 Aliphatic Hydrocarbons,Unadjuste, ND ug/L 100 t 11/25/06 13:05 10/31/06 18:26 hw MADEP VPH 6106241 ' C9-C12 Aliphatic Hydrocarbons,Unadjusb 101 ug/L 100 l 10/25/06 13:05 10/31/06 18:26 hw MADEP VPH 6106241 C5-C8 Aliphatic Hydrocarbons ND ug/L 100 1 10/25/06 13:05 10/31/06 18:26 hw MADEP VPH 6106241 C9-C12 Aliphatic Hydrocarbons 101 ug/L 100 1 10/25/06 13:05 10/31/06 18:26 hw MADEP VPH 6106241 �C9-C10 Aromatic Hydrocarbons ND ug/L 50.0 1 10/25/06 13:05 10/31/06 18:26 hw MADEP VPH 6106241 urr:2,5-Dibromotoluene(F1D)(70-13091.) 125 Surr:2,5-Dibromotoluene(P1D)(70-13001.) 114 A i ' o Page 8 of 19 TestAmerica ANALYTICAL TESTING CORPORATION 2960 Foster Creighton Road Nashville,TN 37204`800-765-0980'Fax 615-726-3404 ' Client Sovereign Consulting(Walpole)/SHELL(13859] Work Order: NPJ3773 1600 Boston Providence Hwy.,Ste.130 Project Name: SC-590 Iyannough Road,Hyannis,MA Walpole,MA 02081 Project Number: SAP 137772/EQ872 ' Attn Jason Sherburne Received: 10/27/06 08:00 ANALYTICAL REPORT Report Dil Extracted Analysis lAnalyte Result Units Flag Limit Factor Date/Time Datelfime Analyst Method Batch --------------- --------------- ------------------ ------------------------------------------------------------------------------- 'Sample ID: NPJ3773-05(GT-5-Water)Sampled: 10/25/06 12:35 MADEP VPH VPH Preservation pH<2 Methyl tert-Butyl Ether ND ug/L 3.00 1 10/25/06 12:35 10/31/06 19:02 hw MADEP VPH 6106241 Benzene ND ug/L 1.00 1 10/25/06 12:35 10/31/06 19:02 hw MADEP VPH 6106241 Toluene ND ug/L 3.00 1 10/25/06 12:35 10/31/06 19:02 hw MADEP VPH 6106241 Ethylbenzene ND ug/L 1.00 1 10/25/06 12:35 10/31/06 19:02 hw MADEP VPH 6106241 m,p-Xylene ND ug/L 4.00 1 10/25/06 12:35 10/31/06 19:02 hw MADEP VPH 6106241 o-Xylene ND ug/L 2.00 1 10/25/06 12:35 10/31/06 19:02 hw MADEP VPH 6106241 Naphthalene ND ug/L 5.00 1 10/25/06 12:35 10/31/06 19:02 hw MADEP VPH 6106241 CS-C8 Aliphatic Hydrocarbons,Unadjustec ND ug/1. too 1 10/25/06 12:35 10/31/06 19:02 hw MADEP VPH 6106241 C9-C12 Aliphatic Hydrocarbons,Unadj Usti ND ug/L 100 1 10/25/06 12:35 10/31/06 19:02 hw MADEP VPH 6106241 C5-C8 Aliphatic Hydrocarbons ND ug/L too 1 10/25/06 12:35 10/31/06 19:02 hw MADEP VPH 6106241 C9-C12 Aliphatic Hydrocarbons ND ug/L 100 1 10/25/06 12:35 10/31/06 19:02 hw MADEP VPH 6106241 �C9-C 10 Aromatic Hydrocarbons ND ug/L 100 1 10/25/06 12:35 10/31/06 19:02 hw MADEP VPH 6106241 urr.2,5-Dibromotoluene(F1D)(70-130%) 125 Surr:2,5-Dibromotoluene(P1D)(70-13091.) 115 Page 9 of 19 1 1TestAmerica ANALYTICAL TESTING CORPORATION 2960 Foster Creighton Road Nashville,TN 37204'800-765-0980'Fax 615-726-3404 1 Client Sovereign Consulting(Walpole)/SHELL(138591 Work Order: NP13773 1600 Boston Providence Hwy.,Ste.130 Project Name: SC-590 Iyannough Road,Hyannis,MA Walpole,MA 02081 Project Number: SAP 137772/EQ872 1 Arm Jason Sherburne Received: 10/27/06 08:00 ANALYTICAL REPORT Report Dil Extracted Analysis Analyte Result Units Flag Limit Factor Date/Time Date rime Analyst Method Batch ---------—---------------------------------------------------------------------------------------------------------------------------------- Sample ID: NPJ3773-06(GT-4-Water)Sampled: 10/25/06 11:55 'MADEP VPH VPH Preservation pH<2 Methyl tert-Butyl Ether ND ug/L 3.00 1 10/25/06 11:55 10/31/06 1938 hw MADEP VPH 6106241 Benzene ND ug/L 1.00 1 10/25/06 11:55 10/31/06 19:38 hw MADEP VPH 6106241 Toluene ND ug/L 3.00 I 10/25/06 11:55 10/31/06 19:38 hw MADEP VPH 6106241 Ethylbenzene ND ug/L 1.00 1 10/25/06 11:55 10/31/06 19:38 hw MADEP VPH 6106241 1 m,p-Xylene ND ug/L 4.00 1 10/25/06 11:55 10/31/06 19:38 hw MADEP VPH 6106241 o-Xylene ND ug/L 2.00 1 10/25/06 11:55 10/31/06 19:38 hw MADEP VPH 6106241 Naphthalene ND ug/L 5.00 I 10/25/06 11:55 10/31/06 19:38 hw MADEP VPH 6106241 C5-C8 Aliphatic Hydrocarbons,Unadjuste, III ug/L 100 l 10/25/06 11:55 10/31/06 19:38 hw MADEP VPH 6106241 1 C9-C12 Aliphatic Hydrocarbons,Unadjusti 101 ug/L 100 1 10/25/06 11:55 10/31/06 19:38 hw MADEP VPH 6106241 C5-C8 Aliphatic Hydrocarbons 118 ug/L 100 1 10/25/06 11:55 10/31/06 19:38 hw MADEP VPH 6106241 C9-C12 Aliphatic Hydrocarbons 101 ug/1, 100 1 10/25/06 11:55 10/31/06 19:38 hw MADEP VPH 6106241 tC9-C10 Aromatic Hydrocarbons ND ug/L 50.0 1 10/25/06 11:55 10/31/06 19:38 hw MADEP VPH 6106241 urr:2,5-Dibromotoluene(FID)(70-13091o) 117 Surr:2,5-Dibromotoluene(PID)(70-130%) 104 1 1 1 ' ' Page 10 of 19 1 1 TA-marks ANALYTICAL TESTING CORPORATION 2960 Foster Creighton Road Nashville,TN 37204'800-765-0980'Fax 615-726-3404 1 Client Sovereign Consulting(Walpole)/SHELL(138591 Work Order: NPJ3773 1600 Boston Providence Hwy.,Ste. 130 Project Name: SC-590 lyannough Road,Hyannis,MA Walpole,MA 02081 Project Number: SAP 137772/EQ872 1 Attn Jason Sherburne Received: 10/27/06 08:00 ANALYTICAL REPORT Report Dill Extracted Analysis Analyse Result Units Flag Limit Factor Date/Time Date/Time Analyst Method Batch -------------------------- -------------------------------------------------------------------------- ---------- --------------------------- Sample ID: NPJ3773-07(MW-202D-Water)Sampled: 10/25/06 11:15 1 MADEP VPH VPH Preservation pH<2 Methyl tert-Butyl Ether ND ug/L 3.00 l 10/25/06 11:15 10/31/06 20:13 hw MADEP VPH 6106241 Benzene ND ug/L 1.00 1 10/25/06 11:15 10/31/06 20:13 hw MADEP VPH 6106241 Toluene ND ug/L 3.00 t 10/25/06 11:15 10/31/06 20:13 hw MADEP VPH 6106241 Ethylbenzene ND ug/L 1.00 1 10/25/06 11:15 10/31/06 20:13 hw MADEP VPH 6106241 1 m,p-Xylene ND ug/L 4.00 1 10/25/06 11:15 10/31/06 20:13 hw MADEP VPH 6106241 o-Xylene ND ug/L 2.00 1 10/25/06 11:15 10/31/06 20:13 hw MADEP VPH 6106241 Naphthalene ND ug/L 5.00 1 10/25/06 11:15 10/31/06 20:13 hw MADEP VPH 6106241 C5-C8 Aliphatic Hydrocarbons,Unadjustei ND ug/L 100 I 10/21/06 11:15 10/31/06 20:13 hw MADEP VPH 6106241 1 C9-C12 Aliphatic Hydrocarbons,Unadjust, ND ug/L 100 1 10/25/06 1 I:15 10/31/06 20:13 hw MADEP VPH 6106241 C5-C8 Aliphatic Hydrocarbons ND ug/L too I 10/25/06 11:15 10/31/06 20:13 hw MADEP VPH 6106241 C9-C12 Aliphatic Hydrocarbons ND ug/L 100 1 10/25/06 11:15 10/31/06 20:13 hw MADEP VPH 6106241 tC9-C 10 Aromatic Hydrocarbons ND ug/L 100 l 10/25/06 11:15 10/31/06 20:13 hw MADEP VPH 6106241 urn.2,5-Dibromotoluene(FID)(70-130%) 106% Surn 2,5-Dibromotoluene(PID)(70-13091o) 102% 1 i 1 1 1 1 1 • 1 Page 11 of 19 1 1 Testl�; merica ANALYTICAL TESTING CORPORA110N 2960 Foster Creighton Road Nashville,TN 37204`800-765-0980'Fax 615-726-3404 1 Client Sovereign Consulting(Walpole)/SHELL(138591 Work Order: NPJ3773 1600 Boston Providence Hwy-,Ste-130 Project Name: SC-590 Iyannough Road,Hyannis,MA Walpole,MA 02081 Project Number: SAP 137772/EQ872 1 Attn Jason Sherburne Received: 10/27/06 08:00 ANALYTICAL REPORT Report Dil Extracted Analysis lAnalyte Result Units Flag Limit Factor Datelrime Date/Time Analyst Method Batch -------------------------------------------------------------------------------------------------------—---------------—------------------- Sample ID: NPJ3773-08(MW-202-Water)Sampled: 10/25/06 10:40 IMADEP VPH VPH Preservation pH<L Methyl tert-Butyl Ether ND ug/L 3.00 1 10/25/06 10:40 11/01/06 12:44 hw MADEP VPH 6110089 Benzene ND u91L 1.00 1 10/25/06 10.40 11/01/06 12:44 hw MADEP VPH 6110089 Toluene ND ug/L 3.00 1 10/25/06 10:40 11/01/06 12:44 hw MADEP VPH 6110089 Ethylbenzene ND ug(L 1.00 1 10/25/06 10:40 11/01/06 12:44 hw MADEP VPH 6110089 ' m,p-Xylene ND ug/L 4.00 1 10/25/06 10:40 11/01/06 12:44 hw MADEP VPH 6110089 o-Xylene ND ug/L 2.00 t 10/25/06 10:40 11/01/06 12:44 hw MADEP VPH 6110089 Naphthalene ND ug/L 5.00 1 10/25/06 10:40 11/01/06 12:44 hw MADEP VPH 6110089 C1-C8 Aliphatic Hydrocarbons,Unadjuste, ND ug/L 100 1 10/21/06 10:40 11/01/06 12:44 hw MADEP VPH 6110089 li 1C9-C 12 Aliphatic Hydrocarbons,Unadjust, ND ug/L 100 1 10/25/06 10:40 11/01/06 12:44 hw MADEP VPH 6110089 C5-C8 Aliphatic Hydrocarbons ND ug/L 100 1 10/25/06 10:40 11/01/06 12:44 hw MADEP VPH 6110089 C9-C12 Aliphatic Hydrocarbons ND ug/L too 1 10/25/06 10.40 11/01/06 12:44 hw MADEP VPH 6110089 �C9-C10 Aromatic Hydrocarbons ND ug/L 100 1 10/25/06 10:40 11/01/06 12:44 hw MADEP VPH 6110089 urr:2,5-Dibromotoluene(F1D)(70-13091o) 120 Suer.1,5-Dibromotoluene(P1D)(70-130%) 111 1 1 1 i 1 1 1 Page 12 of 19 1 1 Testl-merica ANALYTICAL TESTING CORPO'CATION 2960 Foster Creighton Road Nashville,TN 37204.800-765-0980`Fax 615-726-3404 1 Client Sovereign Consulting(Walpole)/SHELL(13859] Work Order. NPJ3773 1600 Boston Providence Hwy.,Ste.130 Project Name: SC-590 lyannough Road,Hyannis,MA Walpole,MA 02081 Project Number: SAP 137772/EQ872 1 Atm Jason Sherburne Received: 10/27/06 08:00 ANALYTICAL REPORT Report Dil Extracted Analysis lAnalyte Result Units Flag Limit Factor Date/Time Date/Time Analyst Method Batch ...—....—-----------------------------------------------------------------------------------------------—------—---------—---------—--- fample ID: NPJ3773-09(MT-3-Water)Sampled: 10/25/06 10:10 ADEP VPH VPH Preservation pH<2 Methyl tert-Butyl Ether ND ug/L 3.00 1 10/25/06 10:10 11/01/06 13:20 hw MADEP VPH 6110089 Benzene ND ug/L 1.00 l 10/25/06 10:10 11/01/06 13:20 hw MADEP VPH 6110089 Toluene ND ug/L 3.00 1 10/25/06 10:10 11/01/06 13:20 hw MADEP VPH 6110089 Ethylbenzene ND ug/L 1.00 l 10/25/06 10:10 11/01/06 13:20 hw MADEP VPH 6110089 1 m,p-Xylene ND ug/L 4-00 1 10/25/06 10:10 11/01/06 13:20 hw MADEP VPH 6110089 o-Xylene ND ug/L. 2.00 l 10/25/06 10:10 11/01/06 13:20 hw MADEP VPH 6110089 Naphthalene ND ug/L 5.00 1 10/25/06 10:10 11/01/06 13:20 hw MADEP VPH 6110089 CS-C8 Aliphatic Hydrocarbons,Unadjuste, ND ug/L 100 1 10/21/06 10:10 11/01/06 13:20 hw MADEP VPH 6110019 1 C9-C12 Aliphatic Hydrocarbons,Unadjust, ND ug/L 100 l 10/25/06 10:10 I1/01/06 13:20 hw MADEP VPH 6110089 C5-C8 Aliphatic Hydrocarbons ND ug/L too 1 10/25/06 10:10 11/01/06 13:20 hw MADEP VPH 6110089 C9-C12 Aliphatic Hydrocarbons ND ug/L too 1 10/25/06 10:10 11/01/06 13:20 hw MADEP VPH 6110089 �C9-C10 Aromatic Hydrocarbons ND ug/L 100 t 10/25/06 10:10 11/01/06 13:20 hw MADEP VPH 6110089 urr.1,5-Dibromotoluene(FID)(70-130'0) 118 Sum 1,5-Dibromoroluene(PID)(70-130'1.) HI 1 1 1 1 1 1 1 Page 13 of 19 1 1 Testy�merica ANALYTICAL TESTING CORPORATION 2960 Foster Creighton Road Nashville,TN 37204'800-765-0980'Fax 615-726-3404 1 Client Sovereign Consulting(Walpole)/SHELL(138591 Work Order: NPJ3773 1600 Boston Providence Hwy.,Ste. 130 Project Name: SC-590 lyannough Road,Hyannis,MA Walpole,MA 02081 Project Number: SAP 137772/EQ872 1 Attn Jason Sherburne Received: 10/27/06 08:00 ANALYTICAL REPORT Report Dil Extracted Analysis lAnalyte Result Units Flag Limit Factor Datc/Time Date/Time Analyst Method Batch ---------------- --------------- - ------------------------------------------- --------------------------—------------------ Sample ID: NPJ3773-10(CT-1-Water)Sampled: 10/25/06 09:45 (MADEP VPH VPH Preservation pH<2 Methyl tert-Butyl Ether ND ug/L 3.00 1 10/25/06 09.45 11/01/06 13:55 hw MADEP VPH 6110089 Benzene ND ug/L 1.00 1 10/25/06 09:45 11/01/06 13:55 hw MADEP VPH 6110089 Toluene ND ag/L 3.00 1 10/25/06 09:45 11/01/06 13:55 hw MADEP VPH 6110089 Ethylbenzene ND ug/L 1.00 1 10/25/06 09:45 11/01/06 13:55 hw MADEP VPH 6110089 1 m,p-Xylene ND ug/L 4.00 l 10/25/06 09:45 11/01/06 13:55 hw MADEP VPH 6110089 o-Xylene ND ug/L 2.00 1 10/25/06 09:45 11/01/06 13:55 hw MADEP VPH 6110089 Naphthalene ND ug/L 5.00 1 10/25/06 09:45 11/01/06 13:55 hw MADEP VPH 6110089 C5-C8 Aliphatic Hydrocarbons,Unadjustet 581 ug/L 100 1 10/25/06 09:45 11/01/06 13:55 hw MADEP VPH 6110089 1 C9-C12 Aliphatic Hydrocarbons,Unadjusb 332 ug/L 100 1 10/25/06 09:45 11/01/06 13:55 hw MADEP VPH 6110089 C5-C8 Aliphatic Hydrocarbons 581 ug/L 100 1 10/25/06 09:45 11/01/06 13:55 hw MADEP VPH 6110089 C9-C 12 Aliphatic Hydrocarbons 150 ug/L 100 1 10/25/06 09:45 11/01/06 13:55 hw MADEP VPH 6110089 �C9-C10 Aromatic Hydrocarbons 182 ug/L 100 1 10/25/06 09:45 11/01/06 13:55 hw MADEP VPH 6110089 urr.2,5-Dibromotoluene(FID)(70-130'') 146% ZX Surr:2,5-Dibromotoluene(PID)(70-13091o) 118 1 1 1 1 1 1 i 1 Page 14 of 19 - 1 1 TestAmerica ANALYTICAL TESTING CORPORATION 2960 Foster Creighton Road Nashville,TN 37204'800-765-0980'Fax 615-726-3404 1 Client Sovereign Consulting(Walpole)/SHELL(138591 Work Order: NPJ3773 1600 Boston Providence Hwy.,Ste. 130 Project Name: SC-590 lyannough Road,Hyannis,MA Walpole,MA 02081 Project Number: SAP 137772/EQ872 1 Attn Jason Sherburne Received: 10/27/06 08:00 SAMPLE EXTRACTION DATA WtfVol Extraction 1 Parameter Batch Lab Number Extracted Extracted Vol Date Analyst Method - ------------ ------------------------ -------------------------------- ---------------------- ------------------------------ MADEP VPH 1 MADEP VPH 6106241 NPJ3773-01 5.00 5.00 10/25/06 14:50 HW MADEP MADEP VPH 6106241 NPJ3773-02 5.00 5.00 10/25/06 14:20 HW MADEP MADEP VPH 6106241 NPJ3773-03 5.00 5.00 10/25/06 13:45 HW MADEP ' MADEP VPH 6106241 NPJ3773-04 5.00 5.00 10/25/06 13:05 HW MADEP MADEP VPH 6106241 NPJ3773-05 5.00 5.00 10/25/06 12:35 HW MADEP MADEP VPH 6106241 NPJ3773-06 5.00 5.00 10/25/06 11-55 HW MADEP MADEP VPH 6106241 NPJ3773-07 5.00 5.00 10/25/06 I1:15 HW MADEP 1 MADEP VPH 6110089 NPJ3773-08 5.00 5.00 10/25/06 10:40 HW MADEP MADEP VPH 6110089 NPJ3773-09 5.00 5.00 10/25/06 10:10 HW MADEP MADEP VPH 6110089 NPJ3773-10 5.00 5.00 10/25/06 09:45 HW MADEP 1 1 1 1 1 1 , 1 ' Page 15 of 19 Testl ,merica ANALYTICAL TESTING CORPORATION 2960 Foster Creighton Road Nashville,TN 37204'800-765-0980`Fax 615-726-3404 ' Client Sovereign Consulting(Walpole)/SHELL(13859) Work Order: NPJ3773 1600 Boston Providence Hwy.,Ste.130 Project Name: SC-590 lyannough Road,Hyannis,MA Walpole,MA 02081 Project Number: SAP 137772/EQ872 Ann Jason Sherburne Received: 10/27/06 08:00 I PROJECT QUALITY CONTROL DATA ' Blank Analyte Blank Value Q Units Q.C.Batch Lab Number Analyzed Date/rime ' ------------------- ...----------------------------------------------------------------------------------------------------- MADEP VPH - 6106241-BLKI Methyl tert-Butyl Ether <0.310 ug/L 6106241 6106241-BLKI 10/31/06 12:49 Benzene <0.420 ug/L 6106241 6106241-BLKI 10/31/06 12:49 Toluene <0.360 ug/L 6106241 6106241-BLKI 10/31/06 12:49 Ethylbenzene <0.360 ug/L 6106241 6106241-BLKI 10/31/06 12:49 m,p-Xylene <0.360 ug/L 6106241 6106241-BLKI 10/31/06 12:49 o-Xylene <0.230 ug/L 6106241 6106241-BLKI 10/31/06 12:49 Naphthalene 4.69 ug/L 6106241 6106241-BLKI 10/31/06 12:49 CS-C8 Aliphatic Hydrocarbons,Unadjustec <50.0 ug/L 6106241 6106241-BLKI 10/31/06 12:49 ' C9-C12 Aliphatic Hydrocarbons,Unadjusu 68.5 ug/L 6106241 6106241-BLKI 10/31/06 12:49 C9-C10 Aromatic Hydrocarbons <50.0 ug/L 6106241 6106241-BLKI 10/31/06 12:49 Surrogate:2,5-Dibromotoluene(FID) 128% 6106241 6106241-BLKI 10/31/06 12:49 2,5-Dibromotoluene(PID) 112% 6106241 6106241-BLKI 10/31/06 12:49 ,Surrogate: 6110089-BLKI Methyl tert-Butyl Ether <0.310 ug/L 6110089 6110089-BLKI 11/01/06 12:08 I Benzene <0.420 ug/L 6110089 6110089-BLKI 11/01/06 12:08 Toluene <0.360 ug/L 6110089 6110089-BLK1 11/01/06 12:08 Ethylbenzene <0.360 ug/L 6110089 6110089-BLKI 11/O1/06 12:08 m,p-Xylene <0.360 ug/L 6110089 6110089-BLKI 11/O1/06 12:08 'o-Xylene <0.230 ug/L 6110089 6110089-BLKI 11/01/06 12:08 Naphthalene 1.13 ug/L 6110089 6110089-BLKI 11/01/06 12:08 CS-C8 Aliphatic Hydrocarbons,Unadjustet <50.0 ug/L 6110089 6110089-BLKI 11/O1/06 12:08 C9-C12 Aliphatic Hydrocarbons,Unadjusuc 53.6 ug/L 6110089 6110089-BLKI 11/O1/06 12:08 C5-C8 Aliphatic Hydrocarbons <50.0 ug/L 6110089 6110089-BLKI 11/O1/06 12:08 C9-C12 Aliphatic Hydrocarbons 53.6 ug/L 6110089 6110089-BLKI 11/01/06 12:08 C9-CIO Aromatic Hydrocarbons <50.0 ugfL 6110089 6110089-BLKI 11/01/06 12:08 Iturrogate:2,5-Dibromotoluene(FID) 132% Z2 6110089 6110089-BLKI 11/01/06 12:08 urrogate:2,5-Dibromotoluene(PID) 118% 6110089 6110089-BLKI II/O1/06 12:08 ' Page 16 of 19 1 Testli�merica ANALYTICAL TESTING CORPORATION 2960 Foster Creighton Road Nashville,TN 37204.800-765-0980'Fax 615-726-3404 ' Client Sovereign Consulting(Walpole)/SHELL(13859] Work Order: NPJ3773 1600 Boston Providence Hwy.,Ste.130 Project Name: SC-590 Iyannough Road,Hyannis,MA Walpole,MA 02081 Project Number: SAP 137772/EQ872 ' Attn Jason Sherburne Received: 10/27/06 08:00 PROJECT QUALITY CONTROL DATA ' LCS Target Analyzed Analyte Known Val. Analyzed Val Q Units %Rec. Range Batch Date/Time MAD EP VPH 6106241-BS1 Methyl tert-Butyl Ether 50.0 45.5 ug/L 91% 70-130 6106241 11/01/06 03:55 Benzene 50.0 46.1 ug/L 92% 70-130 6106241 11/01/06 03:55 Toluene 50.0 47.4 ug/L 95% 70-130 6106241 11/01/06 03:55 Ethylbenzene 50.0 46.6 ug/L 93% 70-130 6106241 11/01/06 03.55 'm,p-Xylene 100 96.5 ug/L 96% 70-130 6I06241 11/01/06 03:55 o-Xylene 50.0 46.7 ug/L 93% 70-130 6106241 11/01/06 03:55 Naphthalene 50.0 47.6 ug/L 95% 70-130 6106241 11/01/06 03:55 C5-C8 Aliphatic Hydrocarbons,Unadjusted 150 145 ug/L 97% 70-130 6106241 11/01/06 03:55 'C9-C12 Aliphatic Hydrocarbons,Unadjusted I00 86.5 ug/L 86% 70-130 ;6106241 11/01/06 03:55 C9-CIO Aromatic Hydrocarbons 50.0 43.7 ug/L 87% 70-130 6106241 l 1/01106 03:55 Surrogate:2,5-Dibromotoluene(FID) 40.0 47.6 l l9% 70-I30 6106241 11/01/06 03:55 Surrogate:2,5-Dibromotoluene(PID) 40.0 45.7 114% 70-I30 6106241 11/01/06 03:55 L10089-BSI Methyl tert-Butyl Ether 50.0 45.5 ug/L 91% 70-130 6110089 11/01/06 03:55 'Benzene 50.0 46.1 ug/L 92% 70-130 6110089 11/01/06 03:55 Toluene 50.0 47.4 ug(L 95% 70-130 6110089 11/O1/06 03:55 Ethylbenzene 50.0 46.6 ug/L 93% 70-130 6110089 11/01/06 03:55 m,p-Xylene 100 96.5 ug/L 96% 70-130 6110089 11/01/06 03:55 o-Xylene 50.0 46.7 ugtL 93% 70-130 6110089 11/01/06 03:55 Naphthalene 50.0 47.6 ug/L 95% 70-I30 6110089 11/O1/06 03:55 C5-C8 Aliphatic Hydrocarbons,Unadjusted 150 145 ug/L 97% 70-I30 6110089 11/01/06 03:55 C9-C12 Aliphatic Hydrocarbons,Unadjusted 100 86.5 ug/L 86% 70-130 6110089 11/01/06 03:55 'C9-CIO Aromatic Hydrocarbons 50.0 43.7 ug/L 87% 70-130 6110089 11/01/06 03:55 Surrogate:1,5-Dibromotoluene(FID) 40.0 47.6 1 I9% 70-130 6110089 11/01/06 03:55 Surrogate:1,5-Dibromotoluene(PID) 40.0 45.7 114% 70-130 61I0089 11/01/06 03:55 ' Page 17 of 19 1 1 TestAmeribca ANALYTICAL TESTING CORPORATION 2960 Foster Creighton Road Nashville,TN 37204`800-765-0980'Fax 615-726-3404 1 Client Sovereign Consulting(Walpole)/SHELL(13859] Work Order: NPJ3773 1600 Boston Providence Hwy.,Ste. 130 Project Name: SC-590 lyannough Road,Hyannis,MA Walpole,MA 02081 Project Number: SAP 137772/EQ872 1 Attn Jason Sherburne Received: 10/27/06 08:00 PROJECT QUALITY CONTROL DATA 1 LCS Dup Spike Target Sample Analyzed Analyte Orig.Val. Duplicate Q Units Conc %Rec. Range RPD Limit Batch Duplicated Daterrime --------------------------- ----- MADEP VPH 6106241-BSD1 Methyl tert-Butyl Ether 45.7 ug/L 50.0 91% 70-130 0.4 25 6106241 10/31/06 05:01 Benzene 46.9 ug/L 50.0 94% 70-130 2 25 6106241 10/31/06 05.01 Toluene 47,1 ug/L 50.0 94% 70-130 0.6 25 6106241 10/31/06 05:01 Ethylbenzene 47.4 ug/L 50.0 95% 70-130 2 25 6106241 10/31/06 05:01 1 m,p-Xylene 97.9 ug/L 100 98% 70-130 1 25 6106241 10/31/06 05:01 o-Xylene 477 ug/L 50.0 95% 70-130 2 25 6106241 10/31/06 05:01 Naphthalene 47.6 ug/L %0 95% 70-130 0 25 6106241 10/31/06 05:01 C5-C8 Aliphatic Hydrocarbons,Unadjusted 145 ug/L 150 97% 70-130 0 25 6106241 10/31/06 05.01 1 C9-C12 Aliphatic Hydrocarbons,Unadjusted 88.6 ug/L 100 89% 70-130 2 25 6106241 10/31/06 05:01 C9-C 10 Aromatic Hydrocarbons 45.0 ug/L 50.0 90%. 70-130 3 25 6106241 10/31/06 05:01 Surrogate:2,5-Dibromotoluene(FID) 48.3 ug/L 40.0 121% 70-130 6106241 10/31/06 05:01 urrogate:2,5-Dibromotoluene(PID) 46.0 ug/L 400 115% 70-130 6106241 10/31/06 05:01 __Surrogate: Methyl tert-Butyl Ether 452 ug/L 50.0 90% 70-130 0.7 25 6110089 11/02/06 00:39 (Benzene 45.5 ug/L 50.0 91% 70-130 1 25 6110089 11/02/06 00:39 Toluene 47.7 ug/L 50.0 95% 70-130 0.6 25 6110089 11/02/06 00:39 Ethylbenzene 46.9 ug/L 50.0 94% 70-130 0.6 25 6110089 11/02/06 00:39 m,p-Xylene 95.9 ug/L too 96% 70-130 0.6 25 6110089 tl/02/06 00:39 lo-Xylene 46.6 ug/L 50.0 93% 70-130 0.2 25 6110089 11/02/06 00:39 Naphthalene 49.6 ug/L 50.0 99% 70-130 4 25 6110089 11/02/06 00:39 C5-C8 Aliphatic Hydrocarbons,Unadjusted 133 ug/L 150 89% 70-130 9 25 6110089 11/02/06 00:39 lC9-C12 Aliphatic Hydrocarbons,Unadjusted 92.1 ug/L 100 92% 70-130 6 25 6110089 11/02/06 00:39 C9-CIO Aromatic Hydrocarbons 45.1 ug/L 50.0 90% 70-130 3 25 6110089 11/02/06 00:39 urrogate:2,5-Dibromotoluene(FID) 49.8 ug/L 40.0 122% 70-130 6110089 11/02/06 00:39 Surrogate:2,5-Dibromotoluene(PID) 47.0 ug/L 40.0 118% 70-130 6110089 11/02/06 00:39 1 1 1 1 1 Page 18 of 19 1 1Testy�- merica ANALYTICAL TESTING C©RPOMTIQN 2960 Foster Creighton Road Nashville,TN 37204'800-765-0980'Fax 615-726-3404 ' Client Sovereign Consulting(Walpole)/SHELL(13859) Work Order: NPJ3773 1600 Boston Providence Hwy.,Ste.130 Project Name: SC-590 Iyannough Road,Hyannis,MA Walpole,MA 02081 Project Number: SAP 137772/EQ872 1 Ann Jason Sherburne Received: 10/27/06 08:00 DATA QUALIFIERS AND DEFINITIONS pH<2 pH<2 Z2 Surrogate recovery was above the acceptance limits. Data not impacted. ZX Due to sample matrix effects,the surrogate recovery was outside the acceptance limits. ' METHOD MODIFICATION NOTES 1 1 1 1 1 1 1 1 ' i 1 Page 19 of 19 1 P�.to 7 of 7 1'I 71 COLUMN RTX-502.2 105M X 0..53MM X 3..0 UM 8015 MADEP-VPH ' File c:\ezchrom\ezchrom\chrom\hp49\10300649\1030HP49..058 Method c:\ezchrom\ezchrom\methods\101049sl.met Sample ID NPJ3773 10REI Acquired Nov 01, 2006 13:.55:33 ' Channel B .Results NAME RT AREA PPB n-Pentane 4..433 15743 1 .6540 N-NONANE 16,.175 71112 0.0000 NA.PHTHALENE(FID) 25.,183 28962 6..4983 ' 2,5-DIBROMOTOL(FI26..467 56548 58 .1675 C5-C8 3881292 581..2394 C9-C12 2562153 332 .0445 1 ' c:\ezchrom\ezchromlchrom\hp49\10300649\1030HP49 058-• Channel B Peak Name ' Retention Time 007 0 007 CO C ' 0.0 o b to OB fV 005 n ^ V 05 CO ro o is CoN V i OD of CO O 0 t 0.0 LLngv,_•bo� O-j 0 04 s N 0 ' 00 0 N. FL 0.03 Z tm M ^O O t0 uJ N C61 Z �7 ' _ Q th •t r 0 t�db 02 OD C9 0 a� 10 � � � Ewa,- r co rn T �wfl i 1 9 1 i 1 1': r� i r r r riiii i t rYj� 01 001 5 10 - - - 1-�5 20 25 Minutes .......................... ................ ................... ........... ............................... ............. ....................... TEST AMERICA Shell Oil Products US Chain Of Custody Record El 2690 FOSTER CREIGHTON,NASHVILLE,TN 37201 SOP US Protect Manager to be invoiced: PHONE 600.7e5-oq8o FAX#616-726-3404 —.;- ..I ...........I.. ...... ?A TAT ONLY 1:1 CHECK BOX TO VERIFY IF NO INCIDENT NUMBER APPLIES El TECHNICAL SERVICES 97346878 El 1008 W.NINTH AVE,KING OF PRUSSIA,PA 19406 IFE NAME OF PERSON TO BILL: ........I DATE: IDLZ�](Wvl -T— CONSULYMT COMPANY: SHELL E=E: �:�,�� ............ PAGE. Of MORESS; Sovereign Consulting Inc. 81 ADDRESS(Strom,-d City); , , CITY: 1600 Boston Providence Hwy,Suite#138 PA �A Lnno hbad Hyannis MA CONSULTANT PROJECT INO.'.E0872 TELEPHONE: Jason Sherburne Walpole,MA 02081 SAMPLER 1E........... e-MAI (508)404-186 04-1867 TURNAROUND TIME(CALENDAR DAYS):: L; i STANDARD(10 DAY • 5 DAYS ❑3 DAYS ❑2 DAYS 0 24 HOURS ❑RESULTS NEEDED ON WEEKEND REQUESTED ANALYSIS(Please place checkmarks next to desired analVSIS op— Lieliverables:Copy to CEA,COPY 10 Shell EE tions in column headings.) ...... ........ SPECIAL INSTRUCTIONS OR NOTE]mcwm mDL,s IN THE DATA DEUVMBLES Site is GW-I,please note DeteWm Irnit;tqs TEMPERATURE ON RECEIPT C- Cap 11,14 ff,%irnp(-S We eectqw9 ON' MADEP MCP Response Action AnalVkal Report Certification Form requires COMPISti0n;MA DEPVPHIEPH policy Appendix 3 NPJ3773 VP EPH Data report into needed for VPH/EPH a I lvsls;R port indt tweWht where needed and accordin tODEPMethods; SAMPLING (VE 0/06 23:,5,9 C*A-13-::: Field Sample identification MATRix NO.CIF DATE TIME CONT. ILCL MN03 H2804 NONE OTHER '7 110. ins -5- AID M7..... .. .... 100 C 7- Cuaodv Seal Numbw: R-quithed by(Sipu wa, F..Wd by, Dow T— RenqwSt-d by(ftnW,w) RONWd by.(81pul T�ftw �U-su a ili111�11�C ANALYTICAL TESTING CORPORATION Nashville Division ' COOLER RECEIPT FORM BC# NPJ3773 Cooler Received/Opened On_10/27t2006 @ 0800 1.Indicate,tthhe`Aiirbitl backing Number(last 4 digits for Fedex only)and Name of Courier below: / te°-Ex UPS Velocity DHL Route Off-street Misc. ' 2. Temperature r ii P representative sample or temperature blank when opened: i -3 Degrees Celsius (indicate]OR Gun ID#) ' NA A00466 A00750 A01124 100190 101282 l3a n er 3 Were custody seals on outside of cooler?........._....,.... �.....NO ..NA ' a. If yes,how many and where: T 4.. Were the seals intact,signed,and dated correctly?........ 5 Were custody papers inside cooler?...................,....._..._................. .. ' .......... �...NO.....NA I certify that I opened the cooler and answered auestions 6.. Were custody seals on containers: YES NO and Intact YES NO ' were these signed,and dated correctly?................. ................ ....................._..... .._ YES_No.. A 7.. What kind of packing material used? ubblew ap Peanuts Vermiculite Foam Insert • Plastic bag Paper Other None S. Cooling process: I—iPce-pack Ice(direct contact) Dry ice Other None 9. Did all containers arrive in good condition' (unbroken)?.... . __............... YES....NO.....NA 10. Wei call container labels complete(#,date,signed,pres.,etc)? ........... ........ .NO...NA 11. Did all container labels and tags agree with custody papers?............_...........,.... , NO_.AA 12.. a- Were VOA vials received?....................... ....... b. Was there any observable head space present in any VOA vial? ................................... YES,.-VO....NA ' I certify that I unloaded the cooler and answered auestions 6.12(intiail U. a On preserved bottles did the pH test strips suggest that preservation reached the correct pH level? YES ...NO 1�A b. Did the bottle labels indicate that the correct preservatives were used... .... ' d �.,NO...NA If preservation in-house was needed,record standard ID of preservative used here 14- Was residual chlorine present?..._....._..... I certify that I checked for chlorine and Has uer SOP anti answered questions I3-14 lfintiat)......._ --- 15. Were custody papers property filled out(ink,signed,etc)?.._,....,._ s �.. . NO NA 16.. Did you sign the custody papers in the appropriate place?......................... NO,.NA 17. Were correct containers used for the analysts requested? 18. Was sufficient amount of sample sent in each container?.......... NA I certifythat I entered this ro'ect into LIMS and answered uestions 15 IS rntial................ /"y/ I certify that I attached a label with the nni ue LIM number to each contafuer intia ....... 19.Were there Non-Conformance issues at login YES Was a PIPE generated YES O�# BIS=Broken in shipment Cooler Receipt Form' LF-1 Revised 3/9/06 End of'Form Phase V ROS Opinion-RTN 4-17651 December 19,2006 Former Shell Branded Service Station,590 Iyannough Road,Hyannis,MA 1 ATTACHMENT B M ' Table 1 Page l of t Soil Sample Analytical Results-Volatile Organic Compounds Former Shell Service Station#137772 590 Iyannough Road Hyannis,MA April 22,2003 through March 29,2005 ' Sample Date Depth Benzene Toluene Ethyl- Xylenes MTBE Naph- CS-Cs Cv-Cl2 Cy-Cra ID (ft) benzene thalene Aliphatics Aliphatics Aromatics (ug/g) (ugtg) (ug/g) (ug/g) (ug/g) (ug/g) (ug/g) (ug/g) (U919) MCP Soil Standard S-UGW-1 10 90 80 500 0.3 4.0 100 1000 100 MCP Soil Standard S-1/GW-3 40 5o0 500 500 100 100 100 1000 100 MCP Soil Standard S-2/GW-1 10 90 80 800 0.3 4.0 500 2500 100 MCP Soil Standard S-2/GW-3 200 2500 500 2500 200 1000 500 5000 500 ' MW-101 4/22/03 20-22 <0.160 <0.160 <0.160 <0.320 <0.065 <0.160 <3.2 <3.2 <3.2 MW-102 4/22/03 20-22 <0.160 <0.150 <0.150 <0.300 <0.118 <0.150 <3 <3 <3 SB-201 1/7/04 21-23 <0.13 <0.13 <0.13 <0.26 <0.051 <0.13 <2.6 <2.6 <2.6 ' SB-202 in104 21-23 <0.095 <0.095 <0.095 <0.095 <0.038 <0.095 <1.9 <1.9 <1.9 SB-203 i/7/04` 23-25 <0.012 <0.05 <0.05 <0.05 <0.05 <0.12 HO UST 9/22/04 2 <0.19 <0.19 <0.19 <0.38 <0.076 <0.19 <3.8 <3.8 <3.8 UST-TT-1 9/22/04 2 <0.16 <0.16 <0.16 <0.32 <0.065 <0.16 <3.2 <3.2 <3.2 ' UST-717-2 1 9/22/04 2 <0.28 <0.28 <0.28 <0.56 <0.11 <0.28 <5.5 <5.5 <5.5 MT-l/MT-3 l0/28/04 27-29 <0.17 <0.17 <0.17 <0.34 <0.068 <0.17 <3.4 <3.4 <3.4 MW-202D 3/29/05 25-27 1 <0.200 1 <0.200 <0.200 5.400 <0.082 <0200 <4.1 <4.1 <4.1 Lj ' Notes: MTBE-methyl tertiary butyl ether ug/g-micrograms per gram(parts per million) ft-feet ' <0.11-not detected(method detection limit included) --not analyzed MCP Soil Standard-Massachusetts Contingency Plan Method 1 Risk Characterization standard for soil shading-exceeds applicable MCP Method 1 Risk Characterization Soil Standards -this sample exhibited a concentration of 0.133 ug(g acetone I 8N2006 GSOMeinfelder ' Ref#020811_Tbl_soil-vph 30 Porter Rd,Littleton,MA Table 2 Soil Sample Analytical Results-Polynuclear Aromatics and Extractable Petroleum Hydrocarbons Page I of I Shell Service Station#137772 590Iyannough Road Hyannis,MA July 10,2003 through September 22,2004 Sample Date Depth Aeenaph-Aceneph• Anthreceae B(a)A B(o)P B(b)F B(g,h,OP B(k)F Chr sene Dibenz n,h ID then. N lene Y ( ) Napthalene Fluoranthene Fluorcne 1(1,2,3•cd)P Methyl. Phen• Pyrene CY-Cts C C Y anthracene IY' )6 Ctt'Crt ft u u (u (u ) (u ) (u ) (u ) (u (u naphthalene anthrene Aliphatics Aliphatics Aromatics MCP Soil Standards S-1/GW.l 20 100 1000 0.7 0.7 0.7 1000 7.0 7.0 (0.7) ow)M5 ..(5 (1000 (t400) (u ) u ) (u ) lu�) (u ) (° ) (u ) MCP Soil Standard S-1/GW-3 1000 100 1000 0.7 0.7 0.7 1000 7.0 7.0 0.71000 1000 0.7 4.0 T000 7700 00 11000 000 2500 200 MCP Soil Standard S•3/GW-1 20 100 5000 4.0 0.7 4.0 2500 40 40 0.8 2000 400 2500 800 MCP Sob Standard S-3/GW-3 4000 1000 5000 4.0 0.7 4.0 2500 40 40 0.8 1000 4000 4.0 4.0 700 1000 5000 5000 200 LIFT#I BOTTOM 7/10/03 8.5 N.49 N.49 NA9 N.49 N.49 N.49 N.49 N.49 N.49 N.49 <049 1000 t00 5000 5000 5000 5000 LB I'#i NE 7/10/03 8 N.56 N.56 N.56 N.56 <0.56 N.56 N.56 N.56- N.56 N.56N.56 N.56 N.49 N.49 N.49 c0.49 <5.9 19.7 <17 LIFO#1 NW 7/l0/03 8 N.5 N.5 N.5 <0.5 N.5 <0.5 N.5 N.5 N.5 N.5 N.5 <.5 0.96 N.56 N.56 N.56 <6.8 <9.0 <I9 LIFT'#I SE 7/10/03 8 N.54 N.54 N.54 N.54 N.54 N.54 N.54 N.54 N.54 N.54N.54 N.54 N.54 N.54 N.54 54 <6A 20C1410 6 <17 L1#2 BOTTOM 7/10/03 8 0.51 N.51 N.51 N.51 N.51 N.51 N.51 N.51 N.51 <0.51 N.SI N.51 N.51 <064 N.51 <0.510. <18 LIFT#T#2 NE M 7/10/03 8.5 N.52 N.52 <0.52 N.52 <0..52 <0..52 N.52 N.52 <0.52 N.52 N.52 N.52 LET#2NE 7/IOPo3 8 <032 <0.52 N.52 <032 <0.52 N.52 N.52 N.52 N.52 N.52 N.52 N.52 N.52 <032 N.52 N.528.3 <18 LIFT#2NWt 7110/03 8 <0.52 N.52 N.52 N.52 <0.52 N.52 N.52 N.52 N.52 N.52 .52 N.52 N.52 N.52 <0.528.2 <18 LIFE#2 SE 7/10/03 R N.51 N.51 N.51 N.51 <0.51 <0.51 N.51 N.51 N.SI N.51 N.51 N.51 N.SI 51 N.51 N.511 LIFE-203 7/1 iG4 8 N.53 N.53 N.53 N.53 N.53 N.53 N.53 N.53 N.53 N.53 . N.53 N.53 N.53 N.53 N.53 N.538.2SB-203 1/!/04 -23.25 N.26 N.26 N.26 N.26 N.26 N.26 N.26 N.26 N.26 N.26 N.26 <0.26 N.26 N.26 N.51 N.26 N.26 <8.2SB-204 1/l/04 10.12 N.25 N.25 <0.25 N.25 N.25 N.25 N.25 N.25 N.25 <0.25 <0.25 <0.25 N.25 <035 N.49 <0.25 <0.25 <1.RHYDLIFI'OEX6NSW 121/O4 7-8 N.49 N.49 N.49 <049 <0.49 <0.49 N.49 N.49 <0.49 N.49 N.49 NA9 N.J9 N.49 <0.49 d1.49 N.49 <7.8HYDLIF'OEXC W W 121/04 7.8 N.5 N.5 N.5 N.5 <0.5 <0.5 <0.5 N.5 N.5 <0.1 N.5 <0.5 <0.5 N.5 .4 0.4 0.4 <7.9 <I7 HYDLiFfOEXC-WSW 121/04 7-8 N.5 N.S <0.5 N..S N.5 N5 N.5 <0.5 N.5 <0.5 N.5 N.5 N..SHYDLIFTOIsXC•BOTTOM 121/04 N48 N.48 N.48 N.48 <0.48 N.48 N.48 N.48 N.4R NAR N.48 NA8 N.4R N.5 <0.5 <05 <( 8.0 <17 HO UST 922/04 2 N.5 N.5 N.5 N.5 N.5 N.5 N.5 N.5 N.5 <0.5 <0 5 <0 5 N.5 <N.5 Notes: U919-micrograms per gram(pare per million) MT13E-methyl tertiary butyl ether <0.6-not detected(method detection limit included) - B(a)A-Benzo(a)anthmcene B(a)P-Benzc(a)pyrene B(b)F-Benzo(b)flucmnihene _ B(g,h,i)P-Benzo(g,h,i)paylene B(k)F•Benzo(k)fluoranthene 1(1,2,3-cd)P-Indeno(1,2,3-cd)pymne MCP Soil Standard-Massachusetts Condgency Plan Method I Risk Characterization Standard for soil Shading•Reported concentration exceeds the applicable standards t•Former In-Situ soil sample associated with 6/03 excavation 8/92006 GSCIKleinfelder Ref.402A81 I_Tbl_soil-pah-eph 30 Porter Rd..,Littleton,MA Table 3 Page 1 of 1 Soil Sample Analytical Results-Metals Former Shell Service Station#137772 ' 5901yannough Road Hyannis,MA January 7,2004 ' Sample ID Date Arsenic Barium Cadmium Chromium Lead Mercury Selenium Silver 7- - (ug/g) (Ugtg) (ugtg) (ag/g) (ug/9) (ug/g) (11919) (ug/g) MCP Soil Standard S-1/GW-1 30 1000 30 1000 300 20 400 100 MCP Soil Standard S-UGW-3 30 1000 30 1000 300 20 400 100 MCP Soil Standard S-3/GW-1 30 5000 80 5000 600 60 2500 200 MCP Soil Standard S-3/GW-3 30 5000 80 5000 600 60 2500 200 MADEP Background in Natural Soil 20 50 2 30 100 0.3 0.5 0.6 SB-201 1/7/2004 - - - - 0.66 - - - ' SB-202 I/7/2004 -1 <- - - 0.98 - - - SB-203 inn 0.520 <0.39 1.4 0.96 <0.034 <0.99 <0.49 Notes: ' IS-3/GW-3)-Location Specific Soil Category ug/g-micrograms per gram(parts per million) <10-Compound Not Detected Above The Method Detection Limit MCP Soil Standard-Massachusetts Contigency Plan Method 1 Risk Characterization Standard for soil MADEP Background-MADEP Techanical Update"Background Levels of Polycyclic Aromatic Hydrocarbons and Metals in Soil" dated May 23,2002. 1 8/9/2006 GSC Meinfeldder Ref.#020811_Tbl_soil-metals 30 Porter Rd.,Littleton,MA Table 4 Page I of I In-Situ Soil Sample Analytical Results-Polychlorinated Biphenyls Former Shell Service Station#137772 590Iyannough Road Hyannis,Massachusetts January 7,2004 Sample Date Depth Aroclor 1016 Aroclor 1221 Aroclor 1232 Aroclor 1242 Aroclor 1248 ID pt Aroclor 1254 Aroclor 1260 Total PCBs ( ) (ug/g) (ug/g) (ug/g) (ug/g) (ug/g) (ug/g) (ug/g) (ug/g) MCP Soil Standard S-1/GW-1 NA NA NA NA NA MCP Soil Standard S-1/G W-3 NA NA NA NA 2 MCP Soil Standard S-3/GW-1 NA NA NA NA NA 2 NA NA NA NA NA NA NA 2 MCP Soil Standard S-3/GW-3 NA NA NA NA NA SB-203 1/7/04 23-25 <0.1 <0.1 NA NA 2 Notes: <0.1 <0.1 <0.1 <0.1 <O.l <0.7 ug/g-micrograms per gram(parts per million) <0.1-not detected(method detection limit included) MCP-Massachusetts Contigency Plan MCP Soil Standard-Massachusetts Contigency Plan Method 1 Risk Characterization Standard for soil MCP Soil Standards presented are based on MCP Method 1 Soil Standards for PCBs. No specific standards are available for the individual Aroclor compounds. 8/9/2006 GSCIKIeinfelder Ref.#1020811_TbLsoil-PCBs 30 Porter Rd.,Littleton,MA Phase V ROS Opinion-RTN 4-17651 December 19,2006 ' Former Shell Branded Service Station,590 Iyannough Road,Hyannis,MA tATTACHMENT C I SOVEREIGN CONSULTING INC . =•r December 19,2006 ' Town of Barnstable-Health Division 200 Main Street, Hyannis,Massachusetts 02601 Town of Barnstable-Town Council 387 Main StreetAM ' Hyannis,Massachusetts 02601, :<< Re: Availability of PhaseF Remedy Operating.Statu'�j(Phase�7 ROS) Oprn on ' Former Shed=Branded Servi n £- 590 Iyannough Road Hyannis,M�ssachuse0207� Y ' MassDEP RTN 4 17651 t To Whom It May Concern In accordance with$10 CMR 40 1403, this letter is to notify you of the mailability of the Phase V Remedy Operating Status {�huse V ROS) Opin on;for the above-ref& ced location. This Phase V ROS Opuuon documents planned response active es associated with RTN 4-17651. Ongoing response actvties will include; sampling of the groundwater in/around the station facility ui #-nuary and Apr iF of 2007 and'submisslox°of a Phase V ' Inspection and Moratoring Reporf- une 2007 A copy of thls report mays bye obtained at the Massachusetts Department of Environmental Protechori Soutl`east Regional Office lx Lakeville, Massachusetts. If you have any questions please call thertxndersl ed at 5fl8'404-1866,: Sincerely, _ SOVEREIGN CONSULTING INC f T < IROi 5 n 4. 3Xr d T L.. Jason E.Sherburne p x Er icD Sun 'sonP.G.,LSP Project Manager _ w O ° r 0 ;' 4 p3 rations Manager ' cc. With Attachments: h6 David Weeks Mottva Enterpnsea c,PMB`30-1830 South Road,Unit`L g Wappingers Falls,NY 12590 MassDEP-SERO Sovereign File-EQ872 1 ' 1600 Boston-Providence Highway,,S Suite i38 . Walpole,MA o2081• Tel:508_404_ 1866* Fax:508-4o4-i867 :`3/2N:-7 11 :49 FAX 5083621438 1 j 002J003 M ® ti ComplianceTesting Services, Inc. P.O. Box 177 ® , Franklin, MA 02038 Office: (508)278-3390 Test Location,and Address Client,Address,and Phone Number Rt. 132 Sav on Inc. Ja Imad 590 I annou h Road ` 508-726-2700 Hyannis, MA 02601 Tank 0 1 2 3 4 5 Product Waste Oil Heating Oil Tanl<Size 500 500 Tank Diameter 48" 48" Tank Material DWFG DWFG Line Material SWSteel DWFlex Line Length 20' 25' TEST METHOD: US TEST Tank 0 1 2 3 4 5 Product Waste Oil Heating Oil r Product Level 18" 45" Gallons 204 489 Water Level 0 0 Water Table 110" 110" Start Time 10:14 11:39 End Time 11:14 12:39 Leak Rate -.032 -,025 Result Pass Pass Ulla a Start 11:17 12:45 Ulla ,e Stop 11:22 12:50 Result Pass Pass COMMENTS The tanks tested tight. Signature of Technician Test Technician Date of Test Shawn Conrad 4/17/07 Massachusetts Department of Environmental Management Office of Water Resources 135529 TYPE OR PRINT ONLY Well Completion Report ,, -WELL,LOCATION GPS,{OPTIONAL} �44MM tt . Address at Well Location:yaID �11a`Y)0014A �:rY Property Owner:S � tt" Subdivision Name:�Orw\o< S�dl S OS Mailing Address-LLk [7' ,`�� V(e-vs Aveyw-�- Ci wnet A 7366 City/Town: ty/To r� Assessors Map Assessors Lot#: NOTE: Assessors Map and Lot# mandatory If no street address available Board of Health permit obtained: Yes ❑ Not Required Permit Number Date Issued' 2.WORK PERFORMED r = . 3 PFC#3P4SED 11SI DRILL#1Gr N1E7I�{ Q 5Q New Well ❑ Abandon ❑ Domestic ❑ Irrigation ❑ Cable 5 x -' Auger ❑ Deepen ❑ Recondition Monitoring- ❑ Municipal ❑ Air Hammier ❑ Direct Push ❑ Replace ❑ Other El Industrial ❑ Other ❑ MudRota ❑ Oer S.WELL LOG- oC Unconsolidated Consolidated 6„Srr s, j4_{psep arien a n ,r, a�su,ace ; W Permeability — y i To a dco From (ft) To (ft) � High Low m Other Rock Type -'1 - 1 X Qc- F-tom - m AAA - X -c tac�F 3 k P . z � b z . 5k k4 7.VELLCONSTRUCTI0I�I 8, CASING _ • � U From ft To ft Casing T j a and Material Size O:D: In Well Seal Type: Total Depth Drilled. O O g yp O yp Date Drilling Co plete Q "75 �C� PUC 2" t&k SCREEN AX , -........ .. m .. From (ft) To (ft) Slot Size Screen Type and Material Screen Diameter — T5 qo .6fo- scC i �, FT PVC 2" 10 F1LTI=II BACK/=GROUP I,eABAIDOid1MIEITMA7'E#irlALe I i4QD#T[tINAL 1 1NFtRIICC)1�f �._. . Developed? ❑ Yes [ No From (ft) To (ft). Material Description ,,-,> Purpose Fracture �1 Enhancement? El Yes I No v5Qrk0rl"Ve- Method ,�1 {2 •'3� 5'cllr( � j MA Disinfected?. ❑ Yes L� No WfEL�.�TES7 DATA{PR06lt�Tl©IULE��II<`�ALL�tIELLS� �e Yield"Time Pumped Drawdown to Time Recovery to Depth Below Date Method (GPM) {hrs,&min) (Ft. BGS) (hrs&min) (Ft. BGS) Date Measured Ground Surface (FT) 14.PERMANENT°PUMP",(IF AVAILABLE]~ = - � n flA fli �R SS F#�liliilPINSTA#LA7t�NC{IIilP4NY , � Pump Description Horsepower Pump Intake Depth .Y - (ft) Nominal Pump Capacity (gpm) x6.COMMENTS ` \` ` 17.WELL DRILLER'S STATEMENT' This well was drilled and/or abandoned.under my supervision, according to applicable rules and regulations, and this report 's�complete and correct to the best of my knowledge 11ll .�' ( ''�� F Driller`.`�� + Yr1� Supervising Driller Signature: Registration #: �4`5 �itll!14�'�L Date: ++ g Firm: Ri Permit#: t u b NOTE: Well Completion keports must be filed by the registered well driller within 30 days of well completion. rBOARD OF HEALTH COPY: 1 OF4ME Town of Barnstable B" MASS. M Board of Health 9Q 1 ,��' ArF1 39. a P.O. Box 534, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Ralph A.Murphy,M.D. Sumner Kaufman,M.S.P.H. To: MOTIVA ENTERPRISES LLC Date Monday,March 05,2001 1100 LOUISIANA AVE HOUSTON TX 77002 RE: Underground Tank at 590 IYANNOUGH ROAD/ROUTE132 C��,fir,'�M;s-) Map/Parcel 311017 Tank NO: 01 Tag NO: 00890 The Town of Barnstable Public Health Division records indicate that your undergroud or chemical storage tank is 14 years of age,and has not been tested as required under section 07:(5)of th health regulation regarding fuel and chemical storage systems. You are directed to have each tank and its piping tested within thirty(30)days of the receipt of this notice. Results of the testing shall be filed with the Board of Health and the Fire Department. You are reminded that you shall have the tank and its piping.tested during the 10th, 13th, 15th, 17th, and 19th year after installation,and annually thereafter. Failure to comply with this order may result in a fine of up to$300.00.Each day's failure to comply with an order shall constitute a separate violation. You may request a hearing if a written petition requesting same is received by the Board of Health within ten(10) days after this order is served. Per Order of the Board of Health Thomas A.McKean, RS, CHO Health Agent f ' CF tME Town of Barnstable RARNWABM Board of Health 9�'°rfni6ip a`�� P.O. Box 534, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Ralph A.Murphy,M.D. Sumner Kaufman,M.S.P.H. To: MOTIVA ENTERPRISES LLC Date Monday,March 05,2001 1100 LOUISIANA AVE HOUSTON TX 77002 RE: Underground Tank at 5901YANNOUGH ROAD/ROUTE132( 4 R(r 'Ni!� Map/Parcel 311017 Tank NO: 02 Tag NO: 00891 The Town of Barnstable Public Health Division records indicate that your undergroud or chemical storage tank is 14 years of age,and has not been tested as required under section 07:(5)of th health regulation regarding fuel and chemical storage systems. You are directed to have each tank and its piping tested within thirty(30)days of the receipt of this notice. Results of the testing shall be filed with the Board of Health and the Fire Department. You are reminded that you shall have the tank and its piping tested during the 10th,13th,15th, 17th, and 19th year after installation,and annually thereafter. Failure to comply with this order may result in a fine of up to$300.00.Each day's failure to comply with an order shall constitute a separate violation. You may request a hearing if a written petition requesting same is received by the Board of Health within ten(10) days after this order is served. Per Order of the Board of Health Thomas A.McKean, RS, CHO Health Agent i oFt� ' Town of Barnstable MAS&M Board of Health 1 n 39. 0. � P.O. Box 534, Hyannis MA 02601 Office: 508-8624644 Susan G.Rask,R.S. FAX: 508-790-6304 Ralph A.Murphy,M.D. Sumner Kaufman,M.S.P.H. To: MOTIVA ENTERPRISES LLC Date Monday,March 05,2001 1100 LOUISIANA AVE HOUSTON TX 77002 RE: Underground Tank at 5901YANNOUGH ROAD/ROUTE13264�ANr,�Ts) Map/Parcel 311017 Tank NO: 03 Tag NO: 00892 The Town of Barnstable Public Health Division records indicate that your undergroud or chemical storage tank is 13 years of age,and has not been tested as required under section 07:(5)of th health regulation regarding fuel and chemical storage systems. You are directed to have each tank and its piping tested within thirty(30)days of the receipt of this notice. Results of the testing shall be filed with the Board of Health and the Fire Department. You are reminded that you shall have the tank and its piping tested during the loth, 13th,15th, 17th, and 19th year after installation,and annually thereafter. Failure to comply with this order may result in a fine of up to$300.00.Each day's failure to comply with an order shall constitute a separate violation. You may request a hearing if a written petition requesting same is received by the Board of Health within ten(10) days after this order is served. Per Order of the Board of Health Thomas A.McKean, RS, CHO Health Agent I oFt� Town of Barnstable '"MMASS.AS Board of Health 9q'p,E16 9. �� P.O. Box 534, Hyannis MA 02601 Office: 508-8624644 Susan G.Rask,R.S. FAX: 508-790-6304 Ralph A.Murphy,M.D. Sumner Kaufman,M.S.P.H. To: MOTIVA ENTERPRISES LLC Date Monday,March 05,2001 1100 LOUISIANA AVE HOUSTON TX 77002 RE: Underground Tank at 5901YANNOUGH ROAD/ROUTE132(41�P�hlr, 1V Map/Parcel 311017 Tank NO: 07 Tag NO: 00000 The Town of Barnstable Public Health Division records indicate that your undergroud or chemical storage tank is 15 years of age,and has not been tested as required under section 07:(5)of th health regulation regarding fuel and chemical storage systems. You are directed to have each tank and its piping tested within thirty(30)days of the receipt of this notice. Results of the testing shall be filed with the Board of Health and the Fire Department. You are reminded that you shall have the tank and its piping tested during the loth, 13th,15th, 17th, and 19th year after installation,and annually thereafter. Failure to comply with this order may result in a fine of up to$300.00.Each day's failure to comply with an order shall constitute a separate violation. You may request a hearing if a written petition requesting same is received by the Board of Health within ten(10) days after this order is served. Per Order of the Board of Health Thomas A.McKean, RS, CHO Health Agent V' - � 2� �� SENT BY: 3-28- 1 ; 8:33AM ; EQUIVA SERVICES- ;# 2/ 6 �' �! � �i f•//#�//�f,iuf+�wi�//.rr ,r�'llr�f,�jta�u�r//raj!-�r�r��iij��►la/ra/f��i�r CJ�i/��aifw�j x1 V:IKY/IfItM (''��M f�a I/(IIIf' %ff`Q/tl, — IFCj%I�/ i'Y�eY///(t/�frf f� YrlN�116f?lhtfi{��G�WII f Notification for Storage Tanks Regulated Under 627 CMR 9.00 Forward completed form,signed by local fire departonent,to:Mass. UST Program,Dept. • . 4 of Fire Svrvlces,P.O. box 1025-State Road, Stow,MA 01775 Use Forth FP-2901`1 to notify of tank renwvals or closures In place. Date Received: �� Telephone(978)567-3710 Fire Dept.ID# Ise (Fire Department retains one copy of FP-290) Fire Dept.SI A.New Facility(sea ins(ructions. 61) B. Amended C. Renewal NfSTRUCTWNS- Form FP-tea(NolifiCBtion for+Ahoveffround and underground Storage Tanks)is fo be Completed#er ♦#twit toCdflon contmkv underground or auovegruund always tanks rugtdated under 527 cMn 9.66. 11 more then rive Sand♦&are owned at 11us location.pncWcopy the fo0owbV pages and slapfe continuation shCats a the form. The FF-290 A. Facility Number anal be Cotpleted in dulhaCele. Atlhoogn the form may ore pnotocopled.the facility owns or awne.'s representalivo must aide"Ch copy separately:phorncopiod roalwet are not sufferern. both coplos of the FP-290 are to be forwarded $. Date Entered to the total fire departnleni.who will cheek all Information and C•nily the forms. The fire department will rawin one flatly of the FP-290 for Its records.sold the laolllty owner shelf be responsible for(*#warding the other copy to the C. Cleric's Initials Ck*L af rare rervfeee at the address above. The Weal lire department wtll Issue the panne ponlon of the FF-290; honey«.#egislration is not complete until the FP-290 b received and chocked by dte UST aeguLaory Compf&.Ce und. D. Comments AM guesdoes dA INS form are to be answored.Incomplete forms will he refumed.. _ 17(dw Fates romans a tank or tanks boated at a lfle whore tanks have not been previonely boated. srtaaty weer address-east irirYuda 1nRh a slrrtet ra,mber and a atrero mnre. Post ethos bo:numbers tic awl . andaa�keaforh o�oah•doaastiru�u�sobufa�e+�e��tlarxdy e�i t�o�n s�aesf lf�?i1 ��e 'e (fltle#cac�!U• INFORMATION NoaNatlolt E :(a)a�rnf«reseal♦�Ifu+Icoh.toopeoonotxteeampadtlraaedaraeoAlgmet« iia P1 Wiy i FOtf11 FP�280 is b Qe used es NOWK*ti^fiegl5tralim and Permit for tuellortro�ommareiatpurposas,ortb)atanilwodtwatotteyhsaffagoNl�tautmtptaYo abOrepretrbanau#1 VW&xW amplanksanOtal*Willies regtaaled under 527 useoniMpmdsesrUaraslwedtm mttaWAmdlobomUalafedwWetWCUIIL00. GbdadKUGndwsdlt Aeffulations 9.00.NorogtfatcdaboregroundorundergroundPwatfiel ;MyOwaerwhole♦owf y( BloffOd(y0#liV0lnitS(dlterdO/n1al0f1fAnalbeq tent♦tact♦-ahalf Oe InsfaRee,neharuaiAed,repfaudh alesro y nwdd�ed or to a thin penalty not to 0=ed M 00*fo►eaeh folk for wAkh noWeatlon is rot oW or for The ow nu of any afore wWft savmf we dap nw�y t u,a whoa 1914e WWW11amn is ae>bmaled.(eAGL ChW er 149.MOM 36K a27 CZAR 9.801 Ind On dWeaftnl and Ite Dept.of Fite services of any change in the new. AboVegroultd S1-9•TMki ad*" .ar ealephone raanber d dhe owner at dpar for of a serape(aWnly atbim to 527 CMR 0.00 requites the nagWntion of any abovaWwad tseomp lernk tttdG►facets Ire sapdodaa by chapter 148,fh M.General Law and by 927 CMR 9.00. leaoo ft dellrWon:a hwhorod or vwdcW wdt eqW to«less ffwn to.00o gdltom fe Vadeayfwmd 611=9•Teaks used t go�Intended Of Hazifffts luutfsatcas,iiazaidous waagn,ebmor below a m Essd1 Dow of an tadaromuW tan11 bw pu Into operal1w on«Amu Jen.1.11111. Condlt+eible llpulds dirk o n Oft days♦clef fha 1alS*Is 9rst put iron ttpd Don.no*She oagaAlMM of tan heat 1,--(ha deparentant)of 9ho e4stetoe et etrcth lank spacif .to she ealem _Aboveground at"of atoreatar►to 000peftone tepsRwoWa2ocd4R hattbt Ord owner of 9t9 ark date of fnawlati0n,Capa ft typo.lotatkn and Ueda of t2.00(RaWAvaieilff far ate ftwWWbo of Tallo COfI♦alfdrr Oiler fth waW n twkhlaafa.[3y ao tua Alan JWL SI.1991.Sari♦OmW a(an 4$K%(gretard$Wraps ark Excess d 10.000 QiSotfs)am not tdtiurod to be odu MY*A SM. �bits�aabotaaratiohatargiilaeafoar.pn t,tsrr<t e�alvdtatllorortaotwchGzadaLIZ(a)aUlan wmdldefdldt Iv*oft.10OpeOogaor198eaalptiolttimWkroodrlp fist was lrtoraua0edam Osftoeatthe tart/aoa chat•gltxRd all any wee,anal Aew eta die awltara e#alo 4fdt of adnoommor,mil plrpose` at a Wkk atad War he 0v d ar alp�ItraalM a Iha alldflaKe a 1RRlr ttaldc,flpealyflfp,a a>e♦Cornett tarotwt, .,,,_,,.,.,�„♦aeon Ofd ptendtoa wAafeadagd ale Aoeroa�'ee abe ae�lelee IfndorsZ7 tttatMtk.dfal•atlndbRaaorR .bye.midmafdieeLof fhe tmdt aond the ypa and CMR q�l�d efaasadltooc arced In '+drdt.«whlnL laaao acted N twca tmlk be0ote �tagrtowod0arpbapertdbna9tsbtk Witte 08mov kmbone.9a00wRaea �y�« tlIRAsddgrrlaeaaNdota. ddia OteiMlQpw a efa a a(ache♦ae6as a O+a aepfAwNl�8ladf ta8oe tdlpll walYlaron aaQll�slC dll�. l wzjO;W AOa OWOlrafwelfwftu aYe 10 fhe afass fag letlCsldadtali tom.CIIatlOs 1�,fiaCltOn 1fandaa d 1/to tom.Mtd U Celt 9m) Rlpxalwa fentOtaLhadeoewfbrerttAtaasowrMteetatdlba tsYltChaletditfyPllw.aafyMailedtallRotltonfoIdwtlldbvdfpwd bolnMtdtankoafadr 9RoaARae4�holy aia epalYlterRa(tha erdalenao elt,;ttclL ant, g lte aLd ar loeettrd cite wsee leaunee W t+alYe• �- -ad lAa taco allalt ffllOMll af4►INalal�otl q a thelardc.aid eels d �'m°"� lfltlfl0/llltr fypdf,aid(tltxtlaralha taNc,and the type ardgtmtagr a atwter Bhis card a aetpaatla ootly q hOtinfod ttl soup a add ptge. arafwaeleslnated aYChtdldi.«fNrdifaofaslaediLaudil8atabaarertdtaNc yyh�a s.Owhefsdtxoeapaemdtslntsa«oudl�ebeen�Iletfoutatai�on 4lflaaad!Nro an tlpata0on a ale tudcl4es feRlOYad hem b•neftan ale oultaoa a eta tmwt rofuy tNRy days. . olaryfdono#a Ilia ttaAaelRtla Ipotrtnadoa q dt•deptrarn«A.tt•Iheiarocwa�,,,-.,. owtw and ' fr of Aooatatod tNeraaa Tang evetenar awst 001#09 l 4VOW44 aaaude I eaneafh the Witbes d t o gtnwnd paw to ail sreeYltdtsriirr ri nnoace a eaoa.tatlaltesyeonOf W tiled tlghtnud trtitlag IeQuftllnnfraa o Atpaeprara.tilt♦neaoa atgaat•o♦#pact-.b Itb s�rtt laioww q lha owttara ea���i �et sd Owe"TaNc System ate etalen4lfsaae teaarda aerat bs a1a Oats ON Irdn rubs warldonOd the e gW.0d and of "! `'`wK tifeWfka4er9ralaadtt>vaaadbeiagbaperallon g`p9 4..iL� � Oa' 1. OwusRsilap of TANa(s) _ If. Loomom cw Tmr,(tt.) owfl0l♦Ham(Cvgwfaeo%lBaWuK PUM Agency.or other&my) Of knimn,♦stye the 99WvpW k=Uon a WA s by dowm.lNiltses.wW �SaQ�(1Q> �lllple.Lai.42,tl8.12 N LOW.85.24,1?W MOTIVA ENTERPRISES LLC- _m t'l.�'1r ?:, - 3 Edgewater Drive, Sui to 202 NEW EK113 A "atde a. Illmd Norwood MA 02062 a o,4.+f% ism 400. ! 76-0262490 rHfC• . GO w!1�.. tbwatMedrMfi Goo ohwitattapifMat.Anatlna' I SENT BY: 3-28- 1 8:35AM EQUIVA SERVICES-y ;# 3/ 6 III, Typ6 OF OWNER IV. ImmAN LANDS I Federal Govemrtrent X C immerdal Tanks are located on land within an Indian Reservation or on } State Government (eton3ge and safe) other trust lands. Local Government private Tanks are owned by native American nation,tribe,,or individual. (vtomge and use) V. TYPE OF FACILITY Select the Appropriate Facility Description:(check all that apply). X Gas Station Marina TruddnglTranspon Petroleum Distributor Railroad Utilities _ Airport Federal-Military Residential Aircraft Owner _ Industrial Fame Vehido Dealership Contractor Other(explain) /� L V[. CONTACT PERSON IN CHARGE OF TANKS Nam e: .Ca1� QKr f'l�Q�? Address: Phone Number(Include area code): Jobrnte: Engineer -A-EdgAwater 0dyP_ Sut1e 'l09 Home: NM —� Sta KA 02062 tl, business: VII. FINANCIAL RESPONS1131LiTY I have met the financial responsibility requirements in accordance with 627 CMA 9.00, — Check all that apply- . j ._.,-- ,------ --1-------------_ .- X Self Insurance + Guarantee ( Letter of Credit ' Commercial Insurance Surety Bond Trust Fund Risk Retention Group State Fund Other Method Allowed-Specify V111. ENVIRONMENTAL SITE INFORMATION Thli Wormatim shwrid be avallahle from local health agent,conservation commission,or planning department, 1.Tank site located In wellhead protection area Yes ' =No x..Unknown 2.Tank sRe located in surfaoo drinking water supply protection aroa Yes No X,Urda wwn 3.Tank site located wUMn 100 feet of a wetland Yes No X•urrcrtn►win 4.Tank site located within 300 test of a stream or water body -Yes No X unknown IX. MaCRIPTION OF STORAGE TANKS A110 PIPING (Cotes Fmk zAw rAw Air nm LOGATM) Tank IdendfWallon Number 'rank No,-L Tank No. Tank Naw Tank No. To*No,, i.Tank status a.Tank mft`s serial a(it known) b.Cunwily in Use 112.i%An c.Temporarily Out of use(Start Date) d.Permaneftgy can of Use e. r "stOta1811k( V � .�; '� 1 ,ai M) UST AST U5T Dale o►llgatton(ino��ltfyr.) 4 �1 M `..� ' S meted Truk capacity(ins) SENT BY: 3-28- 1 ; 8:36AM ; EQUIVA SERVICES-i ;# 4/ 6 Tank tdAtRioation Number(oont.) Tank Now_ Tank No. Tank No.,- TaNc No_ Tank No. 4.Substance Currently or Last Stored a.Gasoline r--� �� E== Motor vehAmb or other use E•MV I'Mama +o9v ' Marina r.MV r Marina MV - Marina My Marina oerer ther other other b_Diesel other a 0 �o� Motor vehicle or other use Wier Madra MV Marlhe MV .Mama MV Marina MV Matins ether other Other . Other other c. Kerosene "Cer►svmptive Use d. Fuel Oil' -tanks need Trot be registered. ICortsumptive Use'fuel used exclusively for area beating snWcu hot water. e.Waste Oil L Other, Please specify_ Hazardous Substance (other than 4a thru 4e above CERCLA name and/or CAS number Mixture of Substances 0 � (—_ � C"� Please specify .._- 5. Material of Constnrctton-Tank(mark only orm Sare steel(Includes asphatL 9aNw9zed and epoxy coated) Cathodicalfy protedod steel Cote(steel with 1111e4ass) Fberglass relnfomed piWio(FRP) �^ 0 i concmte Unknown Omer Please specify 6.Type of Construction-Tank Quark only one) Single warred Double walled Unknown Oliver [�"l Please Rwd(y Is tw*Irod? I :Yea 'A-V :t Yet u1 too t Yes Imft .Yee VAo Y" No Does Ilank have excavaftn 8e9t? Yes 4M Yes Vea Yes, it o was .No Yes Nv i r SENT BY: 3-28- 1 ; 8:37AM EQUIVA SERVICES- ;# 5/ 6 Tank MeWtitkatton Number(coat.) Tank No Tank No Tanis No, Tank No Tank No. 7. Mated of OortWUWM-Piping(nwk a*one Bare stool(inaudes a epoxy coated)� 0 Cathodically protected steel 0 0 f Fiberglass reinforced plastic(FAP) 13 Flexible u Copper Unknown �� ['� 0 Other 0 0 �_� F_ Please specify S.Type of Construction-Piping(mark orgy one) ~ Single walled Double walled Unknown Other Please specify Has piping been repaired? Yes ,. o : Yes 4,�Oo i Yes t-*tVo :Yes ,No Yes No Is piping gravity feed? Yes 'LA : •Yes •%,M : :Yes rNo ores . =No Yes No Date )L CERTIFICATION OF COMPLIANCE 1.Installation IC kwhiller cartilled by tank and pipingmejudkoturem ty 8.I erdfied or Homed by ft bW*mntlng Q a knIaM In ron In: ed by a re&eredeng O.Installation Inspected and approved by the bMiamnling agency E Manufacturers-'Installation chedtlists ® C� have been cornpMed F.9Arahe t flowed py 627 CMR 2.Tank Leak Detection Tank Tardi Taro( Tarn Tar* (nark only one) A.bade-wall tank-Interstitial monitoring ❑ ❑ ❑ 0 ❑ B.Approved fndank monitor U ❑ C.Gait vapor monitoring(check one be" ❑ El ❑ ❑ ❑ Monthty Contimious E kwoMory mmd*m tog and tank testing ❑ ❑ ❑ ❑ ❑ F. slr�at<owed by 6zr CMR 8A0. . I� B. 1wreowd Cuffent Type ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ r SENT BY: 3-27- 1 ; 3:53PM ; EQUIVA SERVICES- ;#11/2 ArIMEMM Notification for Storage Tanks Regulated Under 527 CMR 9.00 I Fomard oomqsted form,"nod by local Ere department,to:Abm wrPMVwkDWt of FbD SffVkvs�One Ashbwftn Plea-f"1310.6os*n1,MA womals Use Form FP 29OR to notifjr of tank removals or closures in plgm. Date7Recek-ed:Telephone(617)727-85� Fire(Fire Depaartmmw*retains are copy of FP-290) Fire p. g. UA New Fad ty (aw n.81) ®B.AmawW DC.Renewal INBTPAIM Ml: 40r Absvalrm.td sad VndW9MWd Mwa10 Tseb)lain a aonlpbeM for eadt beaMae oeafeMktg W—ww or abov-greugd OW"s tanks regtdsted under SV CMR 9.00. union ttAn No tarksareoMtnodat9ibk=Vm,ph--oPl Pa�andstgkaoa9nue sMsdtsOisform.TheFP,i90msat A FadlityNUM�bro01ePrO id brduygeaba,Autia+oMMfamnwybepksbeope4owftcWeomeroroarnefsfap.senbdy01A11tls� to ash:phot000pbd 4�nebxse ate notaeofdeM 6a lA asFfeo Glen FP�390 are to ba twr�tdad . 8. Dat9 Etltt d zeta FPti200 f epawbawA ttko M�ebeelt ell Rdbrreefiow Red t:etury Ike fwew.7M M dsPer0041KWM MMM wa apt of Fire tvrvboe etM lwdre"ebwo. The�fw. a omits NrfbawrdlaQ tla eqk»oo�!b tk.OepL of C. clews onivals t.glttntbtbIwttomplet.URN uwFP•290br oofoad �dw11 pTerRmApor6osdaro nes,urkatrovor. anttb%Msotobeans.ered.MwmpletefbrmewMberMamd. eY l► nM Ih11LAMquseMena D. Convymfftf3 f*New FmMV mazer.kblllt a lank.wea W ate see where WnM has not been psvbwly boated. !'Fedgy abeal eee>rsee'wtat Include twot a abeet somber and a aNad.else.Post of iee ban nwupbaw are not we"'Ptow",end e9lonse a r.gbdr AM bl be nft wd.weeds orkw I am or heft b ratprnridM,plead.artdleate d dued *4&. 1I of�Ms Naol 8braal b foeal.d) d1t� GENERAL a gUe►owwraNdsn4dtartgdt.loog�IBorr wtessoapsdlyusedib►stb►btgraatar MiewwmnF�bbrbeusedaeR4ellraMatt.Ra�.oat.andP.raatPor iwnoaenw�ekrpnv�.�istatkwaatoraeorht01re0rhgoe abar.grornrd.tdsttdelgswndabs.gstartksandlodlblgglesrpefetedendee627 e..artnspeanddawbwetbrMar..ee..raeeergase+. end.rass Cod.d•e0,maaaa.9st�gma►9.tf0.Wor.�geeabow9ror�dwun�fnd rests{IetaroAtrlrlgrs1r86ebtset9eq nak�bwd,raNamd, or :Arfltarnerrlrokrww6►�jridelsnotl/► ►ar6mlbafaibekdbnroarehwbseu.Set: tanlovod,wi0widepsanh(FP•9B0)IapedbrfialwaAalaw—*d Parbnenb toerJvlperadOrootma�m000ib.00afarea.4lYf�kfgn CArrodAagla+lend wfar• TM oil nvdasy at"a1e tac"and wilds eavan vswking dare softy 0w hoed d 0te :wMkA hlbskdbrantlan It atdasdlesd(dGL Ch�br 1+8,ftdb9 3Mf.M CUR'100) lawl MdoPseeerrlf and 1te Dapt.dFka$OfYK�t d enf.berg.k theneree; ads Taskr' ' . atdd►ucs,wtalepkpwnostberdo�eownororopuebrd.aoora0elbcaysubjIM • M7 CUR Y.00npubealMr 05bWM ninny oweprmrrd.ebrs�grkMMd�meotav�e r.fdstlat M Cktgr 1t0.11Ros Geneva Leer and by s27 CMR f!QA, Q de9dlbrt a hglmnbl drvet0e.14sltk,etloel m a less llwq t0,tD00 geUons a.11nks' eapaCly,soil.fntensmOlhr reo,d.itshNtlfm rdfOt bnck fW atone a b@kWyad..lure is Eoef�aMnerd.nardarOroui,dmNiflntFd�+ enorarevlwtl,/eet,, usod11or9wabree0sdttp�igotrogy .Nrv�dow coinbtrl�le .orFhwntehlbor eltdi,wNkbt 9Mradap.throw leek bRrat Pat bno aOelaisrt.notliras Dew at - cae$mv�es�A.d p.ebneft0atkae Ow�nofeua►.eaid�.p.t4y ,d9,.aadsnt dntor.9wn10,OW0alb„ea4 WAI„s1 WA by$MCLlq kar 9w'ownar dtite tuck date of feeMMM anudo lWa jam& rsod ts, ua war... 12:00 f tdranenb twos inebpefm d Tieke ca.wbthlg Rob oMter Tha i bWbr-M suchfork8yno1*r*M.IMLJ1.19at.astllwne►a/enWteeproemdemrspetank. E=aa•d10.00oeai9ens)8lenotroquiedtolwr�redundor32iCko=800. tyrlviesoperalooa/eiylkrw�r;pn 1.19T4.rebeldeasdvhetlrorornotsudr midi was teweted Ilab bsnea9t ow aftoa of the ground of any5m4 aw now 0w W a hna wmldsrr/r trtkoH.l0aga9orw brb�acapecltiritad brows" depaArweddtksedarnosdeuettsttk,Speer le1neabe 1knswa,ft wnsraf w� pwl non ardaT or(b)a tank used for zbft heats M oa tar a*ink,dM dbuddefen, type.ane)p -are dare 11nk,a w as type and tgnsumpWo Yp en tkegreMbee-n- ato.ed ale Ilat raePked to be Iegb6wd undw S2T quea r of eubWome4 stored in much Zak eratieb wets etoled in such tank bsAMe CMR got slrbr+ddroenadeekr06ropadaraawtmntawelanrev.dAonlOeneaarkesaRao. �t�:AayF�� yvivtdsaaernasorregd.ronmadeby�e9eoddFke d0reaaundpAerbYu+ebrgid�drnotieelstladsporhr $Wtnooceebet ftoswmNmmgftAgmc8Omb*-r*UorwAded SWfM 6 0f Vw,t og Me.n odd PrAttrt t ft w rbe nMh lA dre w taonlk wa telnosad bet bsna0t th e 1wt ens btaMed dobaw r O (MOL.Cha►tar 140,Section 108.Ind 527 CMR 0.e0) 4poratn�rdsglank4tethp no ewtre►wwltese ownerrennet to degrdlely mMttldmwn NMInAottnallen dlMadbOstoeafsttefi0n�ks>>e kt0.to0w 1b►M0W7�-GQR14kbdnotMice9ottlsnlnahatid►e?Ipnedbl►I 1MtankaWne> lwp�4:4'Pa ktti9ond�glMtak.snddsasd andtt�.teetlRnrdsp.rsnentOnsmpytrObslelNtwdbyMkedepgbn.ertandtlwrmtk esak.andt)wgpeandt d ownerMw—da"Pamb=pylp do emus adasebpofftpage. atitdtataeeresemedNeedttank,onrhlr!►wain tloralbarrlttwdrOdoatlwssdt Y&AMIDNOft71-OwoW$dsbmpbmkskwmaro tkumbeentakanoetdoperegon ceded bsht0 b n M&P n if Mw gait wart loom Raw ,*y thr sstl'M Mw newt nowwam o"days.dreene pAerto Mw s daudt noMos m the deperOnrart n Mw tas eras nbwwwed betttrMt 1w 4wrM d zee grewtd prbrta M1s subf[dlf•f dseeb notb>e Oe4tere cad Ol im df ftsubbd abra"Tw* teat wabbfabt wsenea owl-10M euaknelbssldelaeapecs .%dretoslNkewsmbftQnwrw 610tsMakdolocilA,prWt110ytwatr0ltflgitlglt6t---.iMmggkwwed SOop@M pt,frw Osfbtla 11It1t was abandaad M tho and op ewltode used to forum abed ataeage Ta1m 3yebMn In eyere.t These reeeta st be4 am wed" seallbs owfant�fMs bnk fwasedbeitpin operaoarR ew/ebMbrlaepe� L CKWERSHIP OF TANK(s) 11. LOcAriON OF TAIM(S) Owner Name(Catlami...b&MM.PubNe Agency,or Omer En ft NOD gNe Me sao9fbds.ING Mls.•1�4 � ClUfts brytfegre�.mb�.ano taq.ft 24,17W Moto Entwolses LLC Latkude� � 3 EdGMater Drive Suite 2-0 NOrwood MA 02062 cap► s,a. INTERSECTION OF KNCKLF.Y SHELL SERVICE STATION 22037230608 NOffblk 590 IYANOGH RD RT 132 (mast)851-5400 760262490 HYANNIS MA 02601 Pha sMaaber(MoubAwsCOW BARNSTAHLE COUNTY t7Mna/a 6gloysrFaaerol toe SENT BY: 3-27- 1 ; 3:55PM ; EQUIVA SERVICES-; ;*12/20 -Now a •4r a. Yf YWWMW^ t Ve INDIM ImANDS f 0iWraderar Government L ICommerei8l pranks are located on land within an Indian Reservation or on 13 tate Government ( and sale) other trust lands. Private Mocal Government (stamp awuse) pranks are owned by native American nation. tribe,or individual. V. TYPE OF 1'AcILITY Select the Appropriate Facility Description: (check all that apply) ® Gas Station 0 Merina O TnmitIng/Tumpoit O Petroleum UtOftnor Cl Railroad 0 1.1til➢6es O AkW 0 Federal-Mmmy 0 Residential O AlroralkOwner 0 rnda ;al 0 Farm O VWde Dealership 17 Contraclor 13 Other(6*ain) VL CONTACT PERaoN IN CHARGE OF TANKs Name. Grant Bryan A,dtieas Phone Number(fie ams code): Job Titre: District Engi►roer 3 Edgewater(hive Suite2O2 Bmineas: (7a1)5514%OO Noma,MA O2062 V11. FlimAnCiAt REaPONsrsILITY ®a have rnet..the Bn tcial re$PO 6 ttY MCIMe tsAn accordance with 527 CMR WOO— .. , • c+teclk°all thatappiyr T --- -- ----1.----—-..-—:....._�_—— ®..' Self ItIsurance I �. h ( O t:ft of Ci+e&i ..: . `Cvmrrier+ci91 lnsuranc ; I D t7.: Surety Bond F '' T RJst und" p Risk Retention GrouP (3StNe Funs i ® 'der Msth�Allowed_Spey 1 � VIIl. ENVIRONMENTAL SITE INPORNIATioN This infbnnailon should be available from kcal health agent;conservation commission, or planning department. t. Tank site located In rvelhead prom area ®lies Orso UUnkrtown 2- Tank site located In surface drinking wager supply protection area Oyes ONO ®Unknown S Tank she Located within 100 feet of a wetland pYs gam, 4. Tank site located within 300 fleet of a stream(or water body Ores ®No C kkdmown IX DinciuPTtoN OF STORAGE TANKS AND PIPING (COPLETE FOR EACH TAW AT THS LOCATION) Tank Ides Number rro / TaMc rva TsMc M. 7 1. Tank status a Tank mfr$serial S(if known) b. Currently in Use x c. Te nparanly Out of Use(Start Date) d Permanently out of Use e-Aboveground storage tank(AST)or Lhdkgmnd storage tank(UST) OAST ®UST OAST®UST OAST MUST OAST ®UST OAST DUST 2. Date of tnslaltation(moJdaylyr.) 3. Estimated Total Capacity(gallons) /�,doe /a,eve /a,Dea dap SENT BY: 3-27- 1 ; 3:56PM ; EQUIVA SERVICES ;*13/20 4. substance Currently or Last Stored a. GasoMe Motor vehide or other use EUV Ot> a�Y OW OLUdne 21mv On 13mv t7 tm, V other o other o other o other o other b. Diesel Afotar vehicle or other use Ow OMarins OMV Drama c3mv OMMM OnAv Omarifa Omw ows O other 0 other �I L o other c. Kerosene •TMMMWftv Use•ftfiM rreed,W be,egWeradC heaft andwhor water r e_waste Olt f other. Please specify Hazardous Substance (other than 4a thru 4e above) CERCLA name and/or CAS numbs Mixture of Substances Please_specify S_. Mderiat.of t onsiit on,-Tank(mark.oryr one) . Bare steel(krodirdes and epogalvanbmd xy C� Cathodicaly protected steel Composite(steel with fiberglass) Fiberglass f9in1lbrced plastic(FRP) L— X Concrete unknown oche,• Please specify 6. Type of Construction-Tank - (mark only one) s1n91e wand Double walled �� ��� CX X Unknown Other Pleas specify _ Is tank fined? Oyes ®No Ores I tab Chea IINo Oyes ®No Ores ONo Does tank have excavation linter? Oyn ®No 1 YOS SIM Byes ®No Ayes ®No C1Yes ONo FP-21W(noised I IAIM _j Pap 3 SENT BY: 3-27- 1 ; 3:57PM ; EQUIVA SERVICES- ;*14/24 - -- � �.,,... r arras rw. � r emu r�u. � _9 n►rru. ?- AI>a l of ConaftieWn-Piping(auk o*me) Bare steel(includes asphalt galvanized and epoxy ) L Ca3Y 2efif=Bd phE1ti-- Urkxymn P�ae438CdTy a. T�PecW -P#g(naokcr*rne) Single welled Double waged Unknown C__� Other 7 Please'specify Has Piping tteen red? Oyes 18No Dyes Wo cYss ` Dues two Dyes ow Is.piping gravity feed? pyw INNo Oyes ®No MYes AlNo avow .EN, Oves ❑No Data X. �►EIMFICATIOH OF COMPLIANCE . �. Installation A Installer tore red by tank and Piping manufacturers B. Installer certified by the ] �� imp�mentin C.engineer Installation inspected by a registered D-Installation Inspected and approved by the Implementing agency E.Manufacturers'Installation checklists have been completed F.Another method allowed by 527 CMR 9.00-Please specify 2_ Tank Leak OetOetion tic tame rank (mark only one) T0i1c Taft A.Double-wail tank-Interstitial monitoring X� Q M.A a a B.Approved in-tank monitor U (� 0 C.$00 vapor monitoring(check one below) � n oMonthly oContinuous u LJ LJ E.Inventory record-keeping and tank testing I-) _ U F. Other method allowed by 527 CMR 9.00. "- Please specify F0.290(mviwd 1IMS) P�e o AYOUB ENGINEERING , INC . ENGINEERING AND ARCHITECTURAL CONSULTANTS 414 BENEFIT STREET PAWTUCKET, RHODE ISLAND 02861 401-728-5533 FAX 401-724-1 1 10 E-MAIL info@ayoubengineering.com June 21, 2001 Town of Barnstable Board of Health 367 Main Street Hyannis, MA 02601 Attn: Mr. Thomas A. McKean, RS, CHO RE: Motiva Enterprises LLC Hyannis, MA 590 Iyannough Road AEI Project No. 105 8.101 Dear Mr. McKean: Motiva Enterprises LLC respectfully request a variance from Section 03:Subsection 2 of the Town of Barnstable Health Regulation regarding fuel and chemical storage systems. Currently listed on the enclosed FP290 Tank Registration form Motiva has on-site a 3-12,000 gallon doublewalled fiberglass gasoline tanks which were installed in 1987 and a 500 gallon doublewalled fiberglass tank which was installed in 1986. We have enclosed a Variance Request Form and a check for$65.00. If you need any further information or have any questions, please do not hesitate to call. Thank you very much for your consideration. Very truly yours, Alan J. Micale, P.E. r Vice President AJM/np enclosures REGISTERED P.E.: MASSACHUSETTS RHODE ISLAND CONNECTICUT NEW HAMPSHIRE NEW YORK MAINE VERMONT FLORIDA NEW JERSEY MARYLAND PENNSYLVANIA DATE: aiuwarnetE. � FEE: NAM 16J9. ��� REC. BY ` Town of Barnstable SCHED. DATE; Board of Health r 367 Main Street,Hyannis MA 02601 Office: 508-8624644 Susan G.Rask,R-S. FAX 508-790-6304 Sumner Kaufman,M.S.P.H. Ralph A.Murphy,M.D. VARIANCE REQUEST FORM LOCATION Property Address: 590 Iyannough Rd. Assessor's Map and Parcel Number: 311017 Size of Lot: 20, 873.1 s.f. not known Shell Wetlands Within 300 Ft. Yes Business Name: No Subdivision Name: Motiva Enterprises LLC 401-728-5533 APPLICANT'S NAME: c/o yonh Engineering Phone Did the owner of the property authorize you to represent him or her? Yes X No See attached authorization letter PROPERTY OWNER'S NAME CONTACT PERSON Name: Motiva Enterprises LLC Name: Alan J. Micale, P.E. c/o Ayoub Engineering Ayoub Engineering Address: 414 Benefit Street Address: _414 Renefi t Sfrpet Pawtucket, RI 02861 Pawtucket, RI 02861 Phone: 4 o 1-7?8—9 911 Phone: 401—7 28-5533 VARIANCE FROM REGULATION(List Reg) REASON FOR VARIANCE(May attach if more space needed) Section 03: Subsection 2 Existing storngp fanks are fib rg1aGG Town of Barnstable Health regulation NATURE OF WORK: House Addition ❑ House Renovation ❑ Repair of Failed Septic System ❑ Underground Storage Tanks Checklist(to be completed by office staff-person receiving variance request application) _ Four(4)copies of the completed variance request form _ Four(4)copies of engineered plan submitted(e.g.septic system plans) _ Four(4)topics of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) _ Signed letter stating that the property owner authorized you to represent him/her for this request — Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (tor Title V and/or local sewage regulation variances only) _ Full menu submitted(for grease trap variance requests only) — Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals(same owner/leasec only),outside dining variance renewals(same owner;lessee only],and variances to repair tailed sewage disposal systems [only if no expansion to the building proposed)) Variance request submitted at least 15 days prior to meeting date VARLANCE APPROVED Susan G.Rusk,R.S..Chairman NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL. Ralph A.Murphy,M.D. Q:/WP/VARIREQ t ft� M TIVA ENTERPRISES LLC Shell. Texmc 6 Saudi Aramee Working Tc g®tf mr- March 19,2001 To Whom It May Concern: Please be advised that Motiva Enterprises LLC hereby authorizes Ayoub Engineering of 414 Benefit Street,Pawtucket,Rhode Island to draft and file plans and applications with Municipal and State Departments and Boards for various Shell and/or Texaco proposed improvements and installations at Shell's and/or Texaco's Service Stations,and to represent Motiva Enterprises LLC at Board hearings in conjunction with filing of said plans and applications in the State of Rhode Island,Massachusetts,Now Hampshire,Connecticut and New York. Very truly yours, MOTIVA EN RISES C By: Lye F General .anger Northeast Region 3 Edgewater Drive,Sufte 202 Norwood,MA 02062 Phone:(781)551-M Fax:(781)551-5+10 TANKNOLOGY-NDE TANKNOLOGY-NDE 8900 SHOAL CREEK, BUILDING 200 �> AUSTIN,TEXAS 78757 " (512)451-6334 FAX(512)459-1459 TEST RESULT SITE SUMMARY REPORT TESTTYPE: Proline Test PURPOSE: COMPLIANCBr����s�'y��Fp��r/�� TEST DATE: 03/12/9 8 WORK ORDER NUMBER: T l jF f% CLIENT: SHELL OIL COMPANY SITE: SHELL WI52203723060-8i, 3 EDGEWATER DRIVE 590 IYANOGH ROAD/ROUTE 132 NORWOOD, MA 02062 HYANNIS, MA 026Q31 ATTN: RICH REUTER �, - oil The following test(s)were conducted at the site above in accordance with all applicable portions of Federal,NFPA and local regulations Line and Leak Detector Tests 1 PREMIUM 0.001 P Y P 2 REG UNLEAD 0.001 P Y P 3 PLUS 0.001 P Y P Tanknology-NDE appreciates the opportunity to serve you,and looks forward to working with you in the future.Please call any time,day or night,when you need us. TANKNOLOGY-NDE Representative: Services conducted by: TOM PRESNAL MILVERTON E CHATT00 Reviewed: Technician Certification Number: 3027 Printed 05/13/98 11:12 TPRESNAL 4 INDIVIDUAL TANK/LINE/LEAK DETECTOR TEST REPORT TEST DATE: 03/12/98 WORK ORDER NUMBER: 7109393 CLIENT: SHELL OIL COMPANY SITE: SHELL WIC#22037230608 wagon= now Tank ID: 1 Material: D.P. FIBRE Bottom to top fill in inches: Product: PREMIUM Tank manifolded: NO Bottom to grade fill in inches: Capacity in gallons: 11,459 Vent manifolded: NO Fill pipe length in inches: Diameter in inches: 92.00 Vapor recovery manifolded: YES Fill pipe diameter in inches: 4.0 Length in inches: 354 Impact Valves Operational: Y Stage I vapor recovery: DUAL Tank age(years): Overfill protection: YES Stage II vapor recovery: ASSIST Fuel pure rating: Overspill protection: YES Installed: COMMENTS CP installed on: PSI at tank bottom: New/passed Failedireplaced New/passed Failedlreplaced Fluid level in inches: L.D.#1 L.D.#1 L.D.#2 L.D.#2 UFT/OFT: Make:RED JACKET Fluid volume in gallons: Model: FBl Tank water level in inches: S/N: 122995-7927 Test time: Open time in sec: 3.00 Number of thermisters: Holding psi: 16 Specific gravity: Resiliancy cc: 130 Water table depth in inches: Test leak rate ml/m: 279.7 Determined by(method): Metering psi: 10 Leak rate in gph: Calib.leak in gph: 4.44 Result: Results: PASS COMMENTS COMMENTS Test time: Material: FIBERGLASS Ullage volume: Diameter(in): 2.0 Ullage pressure: Length(ft): 70.0 Results: Test psi: 50 Bleedback cc: 100 DATA FOR UTS-4T ONLY: Test time(min): 30 Test 1:Start time: 10.36 Time of test 1: Finish psi: so Temperature: Vol change cc: 0 Test 2:Start time: 10:46 Flow rate(cfh): Finish psi: 50 Time of test 2: Vol change cc: o Test 3:Start time: 10:56 Temperature: Finish psi: 50 Flow rate(cfh): Vol change cc: o Time of test 3: Final gph: 0.001 Temperature: Result: PASS Flow rate(cfh): Pump type: PRESSURE COMMENTS Pump make: RED JACKET COMMENTS Printed 05/13/98 11:12 TPRESNAL 8900 SHOAL CREEK,BUILDING 200,AUSTIN,TEXAS 78757(512)451-6334 INDIVIDUAL TANK/LINE/LEAK DETECTOR TEST REPORT TEST DATE: 03/12/98 WORK ORDER NUMBER: 7109393 CLIENT: SHELL OIL COMPANY SITE: SHELL WIC#22037230608 Tank ID: 2 Material: D.P. FIBRE Bottom to top fill in inches: Product: REG UNLEAD Tank manifolded: NO Bottom to grade fill in inches: Capacity in gallons: 11,459 Vent manifolded: NO Fill pipe length in inches: Diameter in inches: 92.00 Vapor recovery manifolded: YES Fill pipe diameter in inches: 4.0 Length in inches: 354 Impact Valves Operational: Y Stage I vapor recovery: DUAL Tank age(years): Overfill protection: YES Stage 11 vapor recovery: ASSIST Fuel pure rating: Overspill protection: YES Installed: COMMENTS CP installed on: PSI at tank bottom: New/passed Failed/replaced New/passed Failed/replaced Fluid level in inches: L.D.#1 L.D.#1 L.D.#2 L.D.#2 LIFT/OFT: Make:RED JACKET Fluid volume in gallons: Model:D.L.D. Tank water level in inches: S/N: 3129o-s383 Test time: Open time in sec: 2.00 Number of thermisters: Holding psi: 19 Specific gravity: Resiliancy cc: 100 Water table depth in inches: Test leak rate mVm: 260.2 Determined by(method): Metering psi: 10 Leak rate in gph: Calib.leak in gph: 4.13 Result: Results: PASS COMMENTS COMMENTS Test time: Material: FIBERGLASS Ullage volume: Diameter(in): 2.0 Ullage pressure: Length(ft): 60.0 Results: Test psi: 5o Bleedback cc: 100 DATA FOR UTS-4T ONLY: Test time(min): 30 Test 1:Start time: 10:34 Time of test 1: Finish psi: so Temperature: Vol change cc: 0 Test 2:Start time: 10:44 Flow rate(cfh): Finish psi: so Time of test 2: Vol change cc: 0 Test 3:Start time: 10:s4 Temperature: Finish psi: so Flow rate(cfh): Vol change cc: 0 Time of test 3: Final gph: 0.001 Temperature: Result: PASS COMMENTS Flow rate(cfh): Pump type: PRESSURE Pump make: RED JACKET COMMENTS Printed 05/13/98 11:12 TPRESNAL 8900 SHOAL CREEK, BUILDING 200,AUSTIN,TEXAS 78757(512)451-6334 INDIVIDUAL TANK/LINE/LEAK DETECTOR TEST REPORT TEST DATE: 03/12/98 WORK ORDER NUMBER: 7109393 CLIENT: SHELL OIL COMPANY SITE: SHELL WIC#22037230608 Tank ID: 3 Material. D•P• FIBRE Bottom to top fill in inches: Product: PLUS Tank manifolded: NO Bottom to grade fill in inches: Capacity in gallons: 11,459 Vent manifolded: NO Fill pipe length in inches: Diameter in inches: 92.00 Vapor recovery manifolded: YES Fill pipe diameter in inches: 4.0 Length in inches: 354 Impact Valves Operational: Y Stage I vapor recovery: DUAL Tank age(years): Overfill protection: YES Stage II vapor recovery: ASSIST Fuel pure rating: Overspill protection: YES Installed: COMMENTS CP installed on: PSI at tank bottom: New/passed Failed/replaced New/passed Failed/replaced Fluid level in inches: L.D.#1 L.D.#1 L.D.#2 L.D.#2 UFT/OFT: Make:RED JACKET Fluid volume in gallons: Model: FB1 Tank water level in inches: S/N: 122995-7923 Test time: Open time in sec: 3.00 Number of thermisters: Holding psi: is Specific gravity: Resiliancy cc: 140 Water table depth in inches: Test leak rate ml/m: 260.2 Determined by(method): Metering psi: 10 Leak rate in gph: Calib.leak in gph: 4.13 Result: Results: PASS COMMENTS COMMENTS Test time: Material: FIBERGLASS Ullage volume: Diameter(in): 2.0 Ullage pressure: Length(ft): 50.0 Results: Test psi: 5o Bleedback cc: 90 DATA FOR UTS-4T ONLY: Test time(min): 30 Test 1:Start time: 10:32 Time of test 1: Finish psi: 50 Temperature: Vol change cc: 0 Test 2:Start time: 10:42 Flow rate(cfh): Finish psi: so Time of test 2: Vol change cc: 0 Test 3:Start time: 10:52 Temperature: Finish psi: so Flow rate(cfh): Vol change cc: 0 Time of test 3: Final gph: 0.001 Temperature: Result: PASS COMMENTS Flow rate(cfh): Pump type: PRESSURE Pump make: RED JACKET COMMENTS Printed 05/13/98 11:12 TPRESNAL 8900 SHOAL CREEK, BUILDING 200,AUSTIN,TEXAS 78757(512)451-6334 SITEDIAGRAM TANKNOLOGY-NDE r.QNKNOLOGI'-NDE 8900 SHOAL CREEK, BUILDING 200 to- Ip AUSTIN, TEXAS 78757 (512)451-6334 FAX(512)459-1459 TEST DATE: 03/12/98 WORK ORDER NUMBER: 7109393 CLIENT: SHELL OIL COMPANY SITE: SHELL WIC#22037230608 Coo VENTS Ed 1qT IqT SHELL PLUS REG PREM O O O O O O Printed 05/13/98 11:12 TPRESNAL CERTIFICATE OF UNDERGROUND STORAGE TANK SYSTEM TESTING TANII(NOLOGY-NDE TANKNOLOGY-NDE 7 8900 SHOAL CREEK, BUILDING 200 AUSTIN, TEXAS 78757 (512)451-6334 FAX(512)459-1459 ��� TEST RESULT SITE SUMMARY REPORT TEST TYPE: VacuTect PURPOSE: COMPLIANCE TEST DAT: 07/14/97 _ WORK ORDER NUMBER: 7102892 CLIENT: SHELL OIL PRODUCTS SITE: SHELL WIC#22037230-608 3 EDGEWATER DRIVE5=90 IYANOGH=ROAD/ROUTE 132 SUITE 202 HYANNIS,MA 02501� NORWOOD, MA 02062 ATTN: SANDY MURRAY The following test(s)were conducted at the site above in accordance with all applicable portions of Federal,NFPA and local regulations 'q Hq°cy c/y®F qR�®0,& /YN/s/y�0 R8���Vp����j•, 601 Line and Leak Detector Tests f y ,VOLUME CHANGE LINE RESULT ' LEA EAK `=LEAK sTANit h PRODUCT h , , (P=pass,F=fai1 DETECTOR DETECTOR NUMBER 5 I9P ) 1-inconclt ive PRESENT f' 52 D A B C D. ltt #2 #1 #2 1 PREMIUM Y P 2 REG UNLEAD Y P 3 PLUS y P Tanknology-NDE appreciates the opportunity to serve you,and looks forward to working with you in the future.Please call any time,day or night,when you need us. TANKNOLOGY-NDE Representative: Services conducted by: TOM PRESNAL DAVID E. BERBERIAN Reviewed: Technician Certification Number: 0298 Printed 07/16/9710:09 KOHLMEYER i° INDIVIDUAL TANK/LINE/LEAK DETECTOR TEST REPORT A - TEST DATE: 07/14/97 WORK ORDER NUMBER: 7102892 CLIENT: SHELL OIL PRODUCTS SITE: SHELL WIC#22037230608 Tank ID: 1 Material: Bottom to top fill in inches: Product:PREMIUM Tank manifolded: Bottom to grade fill in inches: Capacity in gallons: Vent manifolded: Fill pipe length in inches: Diameter in inches: Vapor recovery manifolded:YES Fill pipe diameter in inches: Length in inches: Impact Valves Operational: Stage I vapor recovery: DUAL Tank age(years): Overfill protection: yES Stage II vapor recovery: ASSIST Fuel pure rating: Overspill protection: yEs Installed: COMMENTS TANK TEST RESULTS Test.Method-vacuTect,, ¢w d LEAK DETECTOR RESULTS f Test method A Fix, � � ew/ e N assed Failed/re laced New/passed assed Fail .re Start m) n (m) p p p dlreplaced Dipped Water Level: L.D.#1 L.D.#1 L.D.#2 L.D.#2 Dipped Product Level: Make: RED JACKET Probe Water Level: Model: FX Ingress Detected: Water Bubble Ullage S/N: 122995-7927 Test time: Open time in sec: VacuTect Test Type: Holding psi: VacuTect Probe Entry Point: Resiliancy cc: Pressure Set Point: Test leak rate ml/m: 315.0 Tank water level in inches: Metering psi: Water table depth in inches: Calib.leak in gph: 5.00 Determined by(method): Results: PAss Result: COMMENTS COMMENTS Material: FIBERGLASS Diameter(in): Length (ft): Test psi: Bleedback cc: Test time(min): Test 1:Start time: Finish psi: Vol change cc: Test 2:Start time: Finish psi: Vol change cc: Test 3:Start time: Finish psi: Vol change cc: Final gph:. Result: Pump type: PRESSURE COMMENTS Pump make: RED JACKET 8900 SHOAL CREEK,BUILDING 200,AUSTIN,TEXAS 78757(512)451-6334 Printed 07/16/97 10:09 INDIVIDUAL TANK/LINE/LEAK DETECTOR TEST REPORT TANKNOLOGY-NDE TEST DATE: 07/14/97 WORK ORDER NUMBER: 7102892 CLIENT: SHELL OIL PRODUCTS SITE: SHELL WIC#22037230608 r} . Tank ID: 2 Material: Bottom to top fill in inches: Product:REG UNLEAD Tank manifolded: Bottom to grade fill in inches: Capacity in gallons: Vent manifolded: Fill pipe length in inches: Diameter in inches: Vapor recovery manifolded:YES Fill pipe diameter in inches: Length in inches: Impact Valves Operational: Stage I vapor recovery: DUAL Tank age(years): Overfill protection: YES Stage II vapor recovery: ASSIST Fuel pure rating: Overspill protection: yEs Installed: COMMENTS TANK TEST RESULTSTest Method.VacuTect :, LEAK DETECTOR RESULTSrATest method# Start(in) End(m) New/passed Failed/replaced New/passed Failed/replaced Dipped Water Level. L.D.#1 L.D.#1 L.D.#2 L.D.#2 Dipped Product Level: Make:RED JACKET Probe Water Level: Model: X.L.D. Ingress Detected: Water Bubble Ullage S/N: 31290-5383 Test time: Open time in sec: VacuTect Test Type: Holding psi: VacuTect Probe Entry Point: Resiliancy cc: Pressure Set Point: Test leak rate ml/m: 315.0 Tank water level in inches: Metering psi: Water table depth in inches: Calib. leak in gph: 5.00 Determined by(method): Results: PAss Result: COMMENTS COMMENTS %'� " LINETESTRESULTS .: es a Tio ,= Y F Material: FIBERGLASS Diameter(in): Length(ft): Test psi: Bleedback cc: Test time(min): Test 1:Start time: Finish psi: Vol change cc: Test 2:Start time: Finish psi: Vol change cc: Test 3:Start time: Finish psi: Vol change cc: Final gph: Result: Pump type: PRESSURE COMMENTS Pump make: RED JACKET 8900 SHOAL CREEK,BUILDING 200,AUSTIN,TEXAS 78757(512)451-6334 Printed 07/16/97 10:09 INDIVIDUAL TANK/LINE/LEAK DETECTOR TEST REPORT TANKNOLOGY-NDE TEST DATE: 07/14/97 WORK ORDER NUMBER: 7102892 j, CLIENT: SHELL OIL PRODUCTS SITE: SHELL WIC#22037230608 K IN FORMAT ION Tank ID: 3 Material: Bottom to top fill in inches: Product:PLUS Tank manifolded:YES Bottom to grade fill in inches: Capacity in gallons: Vent manifolded: Fill pipe length in inches: Diameter in inches: Vapor recovery manifolded: Fill pipe diameter in inches: Length in inches: Impact Valves Operational: Stage I vapor recovery: DUAL Tank age(years): Overfill protection: yEs Stage II vapor recovery: ASSIST Fuel pure rating: Overspill protection: yEs Installed: COMMENTS TANKTEST RESULTS Test Method vacuT®ct„ �" LEAK:DETECTOR RESULTS, ,Test method..FTA �4 k `x (i .) ) New/passed Fail e _ ¢� � tart m n m Failed/replaced New/passed Failed/replaced Dipped Water Level. L.D.#1 L.D.#1 L.D.#2 L.D.#2 Dipped Product Level: Make:RED JACKET Probe Water Level: Model: FX Ingress Detected: Water Bubble Ullage S/N: 122995-7523 Test time: Open time in sec: VacuTect Test Type: Holding psi: VacuTect Probe Entry Point: Resiliancy cc: Pressure Set Point: Test leak rate ml/m: 315.0 Tank water level in inches: Metering psi: Water table depth in inches: Calib. leak in gph: 5.00 Determined by(method): Results: PAss Result: COMMENTS COMMENTS `LINE TEST RESULTS , , bx w: "aaasjl' �, " »✓' #' � ..; "+. e$ pe TLD-1 LINE +a r .,�,. �f �... A •r�d B ,�. r -, „Cn., Material: FIBERGLASS fF Diameter(in): Length(ft): Test psi: Bleedback cc: Test time(min): Test 1:Start time: Finish psi: Vol change cc: Test 2:Start time: Finish psi: Vol change cc: Test 3:Start time: Finish psi: Vol change cc: Final gph: Result: Pump type: PRESSURE COMMENTS Pump make: RED JACKET 8900 SHOAL CREEK,BUILDING 200,AUSTIN,TEXAS 78757(512)451-6334 Printed 07/16/97 10:09 SITE DIAGRAM TANKNOLOGY-NDE TgNKNOL06Y-NDE 8900 SHOAL CREEK, BUILDING 200 I� AUSTIN, TEXAS 78757 (512)451-6334 FAX (512)459-1459 TEST DATE: 07/14/97 WORK ORDER NUMBER: 7102892 CLIENT: SHELL OIL PRODUCTS SITE: SHELL WIC#22037230608 QQo VENTS ST 1qT qT SHELL PLUS REG PREM O O O Printed 07/16/97 10:09 KOHLMEYER liandex x,-x�r--7 November 11, 1996 k�^; "Ok m Town of Barnstable 367 Main Street rr' " Hyannis, Massachusetts 02601 >� Attn: Warren Rutherford, Town Manager Re: Notice of Document Availability/Response Action Outcome Statement Shell Service Station 590 Iyanough Road Hyannis, Massachusetts DEP Case # 4-0793 Dear Mr. Rutherford: As required under the Massachusetts Contingency Plan(MCP)310 CMR 40.1403 (3)(f),this letter serves as notification of a Response Action Outcome Statement (RAO) and Method 1 Risk Characterization at the above location. A copy of the RAO can be found at the Southeast Regional Office of the Department of Environmental Protection at 20 Riverside Drive, in Lakeville, Massachusetts. Should you have any questions or comments regarding the RAO or desire a copy, please contact our office or Mr. Richard Reuter of Shell Oil Products Company at (617) 461-4608. Sincerely, Handex of New England, Inc. E. JoVeZp�IVXUu9hto Environmental Scientist 'George E. Campbell, P.G. Senior Project Manager cc: lBarnstable Boa:f&of'Health - Hyannis, MA. Richard Reuter - Shull, Westwood. John Hobill - DEP, Lakeville. 398 Cedar Hill Street, Marlborough, MA.01752 •(508) 481-5750• FAX (508) 481-5159 Commonwealth of Massachusetts Executive Office of Environmental Affairs Department of Environmental Protection ' Southeast Regional Office William F.Weld Trudy Coxe Govemor MD Secret" Argeo Paul Cellucci David B.Struhs Li Govemor (Dry Commissioner April 19, 1996 Mr. Richard Reuter RE: BARNSTABLE--WSC/ASM-4-0793 Environmental Engineer Shell Service Station Shell Oil Products Company 590 Iyannough Road 400 West Blue Hill Drive INSPECTION FINDINGS/RESPONSE Westwood, Massachusetts 02090 ACTION TIMEFRAMES FOR TIER I SITES, M.G.L. c.21E and 310 CMR 40.0000 Dear Mr. Reuter: On April 1, 1996, the Department of Environmental Protection, Bureau of Waste Site Cleanup (the Department) , conducted an inspection at the Shell Service Station (the site) , located at 590 Iyannough Road in Hyannis, Massachusetts. The inspection consisted of a review of the file, a site walk over, the gauging of eight (8) monitoring wells and one (1) recovery well and a -discussion of the activities conducted at the site to date. INSPECTION FINDINGS A review of the Department's files indicates that 'the site is currently in the Phase II Comprehensive Site Assessment stage of the revised Massachusetts Contingency Plan (the MCP, 310 CMR 40. 0000) . A Tier IB Permit Statement (the Permit) was issued to Shell Oil Company for the site on July 8, 1994. The Permit became effective on November 8, 1994. Response actions conducted at the site to date include the installation, gauging and sampling of ten (10) monitoring wells designated as GT-1 through GT-10 on the Site Information Map, dated May 12, 1993, prepared by Groundwater Technology and one (1) recovery well. On April 1, 1996, depth to groundwater ranged between 23 and 26 feet below grade. During the site inspection, the Department observed that numerous monitoring wells were inadequately secured. The Department also observed that monitoring well GT-4 and GT-8 did not contain an expansion plug. In addition, none of the wells gauged during the site inspection were equipped with a rubber gasket to prevent surface water runoff from entering and contaminating the groundwater beneath. 20 Riverside Drive • Lakeville,Massachusetts 02347 • FAX(508)947-6557 0 Telephone (508) 946-2700 Printed on Recycled Paper -2- the site. Therefore, the wells must be inspected and secured as necessary within ten (10) days of receipt of this letter. RESPONSE ACTION TIMEFRA14ES FOR TIER I SITES Please be advised that pursuant to 310 CMR 40.0550(2) (b) , a Phase II Comprehensive Site Assessment Report and if applicable, a Phase III Remedial Action Plan must be submitted to the Department for the site no later than November S. 1996. These Reports must be prepared in accordance with 310 CMR 40.0800. Please be further advised that a Phase II - Scope of Work pursuant to 310 CMR 40.0800 must be submitted to the Department prior to the implementation of any field work associated with the Phase II. However, if a Response Action Outcome (RAO) can be achieved prior to this date a Phase II and Phase III Report do not need to be submitted. The Department requests that a written response be submitted to the Department within seven (7) days of receipt of this letter indicating whether or not you intend to take the actions specified herein. Should you have questions regarding this letter, please contact Laura Stanley at the letterhead address or at (508) 946-2880. The Department appreciates your anticipated cooperation in this matter. Very truly yours, G rard M.R. Martin, Acting Chief Site Management and Permit Section K\LAS\re CERTIFIED MAIL NO. P606 844 568 RETURN RECEIPT REQUESTED cc: Barnstable Board of Health P.O. Box 534 Hyannis, Massachusetts 02601 ATTN: Tom McKearn, Hazardous Waste Coordinator Town of Barnstable 367 Main Street Hyannis, Massachusetts 02601 ATTN: Warren Rutherford, Town Manager Handex of New England 398 Cedar Hill Street Marlborough, Massachusetts 01752 ATTN: George E. Campbell, Senior Project Manager -3- cc: DEP-SERO ATTN: Andrea Papadopoulos, Deputy Regional Director Jonathan Hobill, Acting Regional Engineer Data Entry 971& commonwea" 0 JLWacl��� c l o �/!W U 19� of Daniel S. Greenbaum VG�t'Gt '�Qdfi C °�GO�i Commissioner �Czulr, GG�E Jl6l�i, JfaD zdmld-&&0-9847 Gilbert T. Joly C Regional Director � - � August 8, 1990 Shell Oil Company RE: BARNSTABLE--WSC/SA 4-0793 320 Interstate North Parkway Shell Oil Company Service Atlanta Georgia 30339 Station, 590 Iyanough Rd. NOTICE OF RESPONSIBILITY ATTENTION: K.J. Kelly, Senior - PRIORITY DISPOSAL SITE Environmental Engineer Request for a Short Term Measure, M.G.'L. C.21E and 310 CMR 40. 000 Gentlemen: .This letter concerns the existence of volatile organic compounds (VOCs) in the environment in and around the Shell Oil Company Service Station located at 590 Iyanough Road, Hyannis, Massachusetts, (hereafter, the "Site") . The Department of Environmental Protection, Bureau of Waste Site Cleanup (.hereafter, the "Department") , has determined that the Site is a priority disposal site for oil within the meaning of the "Massachusetts Oil and Hazardous Material. Release Prevention and Response Act" (M.G.L. , C.21E) . The Site is located within the zone II of. several public water supplyr'.wells for Hyannis. The following information prepared by Groundwater Technology, Inc. relative to .environmental conditions at the Site has been submitted to the Department: - "Quarterly Monitoring Results" dated May 23 and January 23, 1990. I . Proposal, Short Term Measures" dated April 5, 1990. j - "Massachusetts Contingency Plan, Phase I - Limited Site Investigation" dated August .1989. According to these reports, a release of gasoline has occurred at the Site resulting in a sheen of product in the groundwater and soil contamination. Original Printed on Recycled Paper _ j, -2- The assessment and cleanup of disposal sites, areas where - oil or hazardous materials have been released or come to be located, is governed by M.G.L. , Chapter 21E, and by 310 CMR. 40. 000, the Massachusetts Contingency Plan (hereafter, the MCP) . Based upon the available information, the Department has reason to believe that you (as used in this letter "you" refers to Shell Oil Company) are. a potentially responsible party (PRP) with liability under M.G.L. , c. 21E, Section 5. Section 5 makes the following parties liable tb the Commonwealth: current and past owners and/or operators of a site; any. person who arranged for or transported, stored, disposed of or treated hazardous. materials to or at the site; or any person who in any way caused the release or threat of release of oil or hazardous materials. The nature of this liability is joint and several and without regard to fault. The Department is authorized pursuant to M.G.L. , c. 21E, Sections 3A(j) and 4 to take such response actions at the Site as it deems necessary should you fail to respond to these releases in an appropriate and timely manner. Any response actions taken by the Department will be dictated by the individual characteristics of the site, and by the time lines set out in M.G.L. , C.21E, Section 3A and the MCP. The Department encourages potentially responsible parties to take response actions to assess and cleanup contamination at sites. By taking the response actions you make it unnecessary for. the Department to have its contractor perform the work. If ? you do not take the necessary response actions -the Department. is authorized .by M.G.L. , C. 21E sections 3A(j) and .4 to have the work performed by its contractor and recover. up to three (3) times its costs from you. Regardless of who performs the necessary work at the Site, ? you may be .liable for all the. Department's response action costs. 3 Response action costs include the cost of direct hours for work performed by Department employees in overseeing or arranging for response actions, any expenses incurred by the Department in ' support of those direct hours, as well as payments, to the Department's contractors (for-more details see the cost recovery regulations at 310 CMR 40. 600 et seg. ) . M In addition to your liability for up to three (3) times the response action costs incurred by the Department, you may also be , liable for damages for .loss of natural resources, and interest on the total outstanding liability at the rate of' 12% compounded annually. To guarantee payment of this debt the Department may place a lien on all of your property within the Commonwealth. To recover the debt the Department may foreclose on the 'lien or the Attorney General may bring a court action against you. s 3 4 -3 As a party potentially liable for the release at the Site, the Department requests that you take the steps outlined below: 1. Provide the Department with a written response within fourteen (14) days of your receipt of this Notice, indicating whether you intend to perform the necessary response actions. 2 . Due. .to the presence of high levels of gasoline related VOCs in groundwater at the site, and because the Site is located in the Zone II of public water supply wells, Groundwater Technology, Inc. , your consultant, has determined that an imminent hazard exists and therefore a Short Term Measure (STM) as defined under 40. 542 of thb. MCP is necessary. The purpose of the STM is to contain, capture and treat. the gasoline contaminant plume. The Department concurs with your consultant's determination. Therefore, within forty five (45) days of receipt hereof, submit to the Department for review and approval prior to implementation, the following information relative to the STM: al Design plans for a soil ventilation system and a product recovery/groundwater treatment system consisting of design parameters and schematic diagrams showing all the systems' units; b) Complete plans and specifications for all. on-site treatment, storage and disposal activities related to the STM; c) A schedule of implementation of the proposed STM; d) An environmental monitoring plan, including construction and long-term monitoring; e) A preliminary contingency plan; f) A preliminary security plan; 1 g) An estimated cost of design, construction and operation and maintenance (O&M) ; 1 l , -4- h) Identification of all records, reports, logs and other pertinent information which shall be maintained to document construction activities; i) A preliminary health and safety plan; and . j) A preliminary. quality assurance/quality control plan; 3 . In order to properly design the treatment system, your consultant proposes the installation of additional groundwater monitoring wells to define the extent of the contaminant plume and to provide monitoring points. Thb locations, construction specifications, boring logs, and analytical data for these wells must be submitted to the Department with the STM. plan. In addition, submit a current groundwater and contaminant plume contour map. Please refer to the ."Minimum Standards for Analytical Data for Remedial Response Actions Under M.G.L.. c. 21E, Policy #WSC-89-0041 (copy enclosed) ; .and 4. Your consultant shall continue to evaluate the need for additional Short Term Measures (STMs) as defined in 40.542 of the MCP. If at any time an imminent hazard is discovered at the site, you must immediately notify the Department. and submit a proposal for a STM. This evaluation shall continue throughout the _ assessment process for the site. All existing, local, state. and Federal permitting and approval requirements must be in compliance throughout the implementation of the STM. The site has been placed on the Massachusetts Hazardous Waste Site List in accordance. with M.G.L. , C. 21E, Section 3A, resulting in the tracking of the progress of this site by the Department. i Should you have any ,questions regarding this Notice, please contact Maria Pinaud at (508) 946-2869. In .any correspondence to I A� -5- this office, please refer to case WSC/SA 4-0793 . The Department looks forward to your cooperation in cleaning up the site. Very truly yours, M rk J. Beg10 , hief i Waste Site Cleanup Section Enclosure B/MP/lm CERTIFIED MAIL #P707 029 135 RETURN RECEIPT REQUESTED cc: DEP -. BWSC - Boston DEP - SERO -. Data Entry Town of Barnstable Town. Hall Hyannis, MA 02601 ATTN: Warren Rutherford Town. Manager Hazardous Waste Coordinator Barnstable. Board of Health P.O. Box 534 ` Hyannis, MA 02601 Barnstable Water Company P.O Box 326 Hyannis,. MA 02601 ATTN: George Wadsworth DEP - DWS - SERO ATTN: Larry Dayian Groundwater , Technology, Inc. 220 Norwood Park- South Norwood,' MA 02062 ATTN: Sarah King _ NOTICE TO FILE DATE: February 27, 1989 NOTICE: FROM: Dean Melanson, Hyannis Fire Department NOTICE: TO: Thomas A. McKean SITE: Shell Gas Station, 590 Iyanough Road, Hyannis, Ma. Lt. Dean Melanson telephoned the . Health Department at 12:45 P.M. to notify us of the findings of a recent site assessment conducted at the Shell Gas Station. Approximately 300 ppm of a compound contained within gasoline was found in the groundwater. DEQE was notified. Any additional information needed call A. Sullivan at (617) 461-4616 of Shell Gas Station. 142 TOWN OF BARNSTABLE COMPLIANCE: CLASS: 1.Marine,Gas Stations,Repair satisfactory 2.Printers BOARD OF HEALTH 3.Auto Body Shops unsatisfactory 4.Manufacturers COMPANY_ X k . (see"Orders") 5.Retail Stores 6.Fuel Suppliers ADDRESS 7.Miscellaneous ly s QUANTITIES AND STORAGE (IN=indoors;OUT=outdoors) MAJOR MATERIALS ,. , Tanks IN OUT IN OUT IN OUT #&gallons Age Test Fuels: � Gasoline Jet Fuel (A) Diesel, Kerosene, #2 (B) Heavy Oils: waste motor oil (C) 1 new motor oil (C) ,4, transmission/hydraulic Synthetic Organics: degreasers Miscel neous: Is/I,ld6 k6,eZ� DISPOSALIRECI AMATION RE R S: L itary Sewage 2. ter Supply dfl 6 EJ f` /T Wown Sewer ublicw O On-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 " NO ORDERS: olding tank:MDC Catch basin/Dry well O On-site system 5.Waste Transporter Name of Hauler Des,tina' tion Vaste Product 1. YES NO 2. erson s) Interviewed Inspector Date sLg f f ' Je TO�]V1 OF BARN TA-BiL COMP,L•IANCE: CLASS: 1.Marine,,Gas Stations,Repair satisfactory 2.Printers BOARD OF-HEAMM 3.Auto Body Shops � 0 unsatisfactory- 4.Manufacturers COMPANY �2� — (see"Orders") 5.Retail Stores 6.Fuel Suppliers ADDRESS S`D kV_V3 aT � Class: 7.Miscellaneous QUANTITIES AND STORAGE (IN=indoors;OUT=outdoors) MAJOR MATERIALS _ IN OUT IN OUT IN OUT #&gallons Age Test Fuels: �a�®U Gasoline Jet Fuel (A) V Diesel, Kerosene, #2 (B) Heavy Oils: waste motor oil (C) new motor oil(C) d transmission/hydraulic Synthetic Organics: degreasers [12L Misce aneous: © Vf I""a),a- I 0',,`ly_ Ca F10 fA 00-67 D SPOSAL/RECLAMATION REMARKS: L 1. S itary Sewage 2.W ter Supply Town Sewer blic O On-site Private M6 rL 3. Indoor Floor Drains YES NO O Holding tank:MDC_ O Catch basin/Dry well O On-site system 4. Outdoor Surface drains:YES NO ORDERS: O Holding tank:MDC L— O Catch basin/Dry well O On-site system d�..l 5.Waste Transporter YES NO 1. 2. Per on(s) Interviewed Inspector Date 03/30/2007 12:27 FAX 5083621438 Ia001/004 YARMOUTHPORT GETTY � 476 Route 6A Yarmouthport, MA 02675 (508) 362-4594 FAX (50.8) 362-1438 SENT TO: FROM: DATE: TOTAL PAGEES INCLUDING COVER: COMMENTS: 03/30/2007 12:27 FAX 5083621438 002/004 THE COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF REVENUE Underground Storage Tank Petroleum Product Cleanup Fund 200 Arlington Street,Floor 1C Chelsea,Massachusetts 02150 CERTIFICATE OF COMPLIANCE 100% Reimbursement FOR PETROLEUM DISPENSING FACILITIES Date Issued: 11/29/2005 Date Expires: 1.1/29/2010 Certificate of Compliance Number: 1111 5901YANOUGH RD ............................................................................................................................... Street Address of UST Facility ROUTE.132 SAV-ON GAS. ................................................................................................................................ Facility Name (Corporation,Individual,,or Other Entity) ROUTE',432,SAV-P0 J:;G-•' �.NC; . ........................... .... ...... ... .. ...Ow ner at Time of Celtiflc4tion. ..... .. ....... HYANNIS BARNSTA BLE .......................................................... .........................County........................ ................M!�!.... ...,.. 02601 Stare. .............. ................... ... ....................... Zip Code Phorie•']Wt� 7.�,0. 0 ....... •. � .. � '6 ' Issued By: ose onovan, Chairmen This Certificate of Comp d e Is ranted In accordance with the provisions of M.O.L.,Chapter 21J. The UST Facility Identlffed herein Is presu d by the Department of Revenue to have met the full regulatory compliance requirements of 503 CMR 2•.00,and a uch,Is presumed to be eligible to use the Underground Storage Tank Petroleum Product Cleanup Fund as a mechanism of Flnanclal Responsibility that masts the requirements of 627 CMR 9.07(L)as It pertalns to Petroleum Product motor fuel. This presumption of compliance Is rebuttable. Issuance of Ois.CenIflcate of Compilance is condltlonat upon the above Identlfled UST,•Faclllty malntafning a-valid,FP•290 and all other requirements set forth In 502 CMR 4.00,503 CMR 2.00,527 CMR 5.00,CMR 9,00,and CMR 15,00. (this CertihC'8'to Must Bt„Posted or"AWailablei v';the Premises) form 21J-COC1 Rev,5/1103 Page 1 of 1' 03/30/2007 12:27 FAX 5083821438 ?003/004 Commonwealth of Massachusetts B A RN S TA 6 L E TM, rtt,- 367 Main Street Hyannis, Massachusetts 02601 .07 MAR 19 P i .45 REGISTRATION Date: March 9, 2007 Pee: $225.00 This is to certify that SAV-ON GAS INC ROUTE 132 has, in accordance with the provisions of Chapter 148, Section 13 of the General Laws, filed with me a certificate of registration setting forth that SA.V-ON GAS INC ROUTE 132 is the holder of the license granted on Book , Page , for the Lawful use of the building(s) or other structure(s) situated or to be situated at 590 IYANOUGH RD, RTE 1.32 HYANNIS as related to the KEEPING, STORAGE, MANUFACTURE OR SALE OF FLAMMABLES OR EXPLOSIVES. Parcel # 311017 Underground Y, Above-ground Tag # Total capacity in gallons and type of fuel 890 12000 GAS 891 12000 GAS 892 12000 GAS 0 550 WO 500 FO •b{ (Signature) *NOTE: A Certificate of Registration must be filed on or before April 3 0th of each year. (THIS REGISTRATION MUST BE CONSPICUOUSLY POSTED ON THE PREMISES.) I 03/30/2007 12:27 FAX 5083621438 C2 004/004 CD Ln a� m co 4 CL a p r4 Fi 0 = ' Q cn co It- �� F v U3 •yw"r'�y � CD ;p.•^ ys.}1'r6 Yee ,� - � i Geologic Services Corporation science,engineering&technology Airborne#20235186053 January 15,2004 Massachusetts Department of Environmental Protection Southeast Regional Office 20 Riverside Drive Lakeville,Massachusetts 02346 Re: Release Abatement Measure Plan Former Shell Service Station#137772 590Iyannough Road - Hyannis,Massachusetts RTN 4-18156 To Whom It May Concern: On behalf of Motiva Enterprises LLC(Motiva),Geologic Services Corporation(GSC)has prepared the attached Release Abatement Measure(RAM)Plan and associated Form BWSC-106 for the above referenced site. The attached documents have been prepared under the direction of Licensed Site Professional(LSP)Mr. Scott K. Parker(LSP#9969)of GSC. The RAM Plan has been prepared in order to appropriately excavate and dispose of impacted soil originally encountered during June 2003 construction activities. By copy of this letter,the Chief Municipal Officer and the Director of the Board of Health have been notified of these activities. Should you have any questions,please do not hesitate to contact Mr.David Weeks of Shell Oil Products U.S.(SOPUS) at(845)462-5225 or the undersigned. Sincerely, Geologic Services Corporation r C.Blake Thompson Scott K.Parker,L.S.P. Project Manager Senior Project Manager cc: Mr. David B.Weeks,SOPUS,PMB 301; 1830 South Road,Unit 24 Wappingers Falls,NY 12590 Mr. John Klimm,Hyannis Town Administrator,367 Main Street,Hyannis,MA 02601 Mr. Thomas Mckean,Hyannis Board of Health,367 Main Street,Hyannis,MA 02601 Enclosures: Attachment A: Figures Figure 1 —Locus Plan Figure 2—Site Plan Figure 3—Proposed Execution Area Plan Attachment B: Tables Table 1—In-Situ Soil Sample Analytical Results—Polynuclear Aromatics and Extractable Petroleum Hydrocarbons h Ref. #0208111) Rpt_RAM Plan 01-04 Providing Environmental Management Solutions to Business and Industry Since 1982 A 100% Employee-Owned ESOP Company 15 Bonazzoli Avenue• Hudson, MA 01749 • Tel: 978.568.8740 1 800.522.8740 • Fax: 978.568.9316 www.gsc-global.com Massachusetts Department of Environmental Protection BWSC106 Bureau of Waste Site Cleanup Release Tracking Number RELEASE ABATEMENT MEASURE (RAM) !TRANSMITTAL FORM ® - 18156 Pursuant to 310 CMR 40.0444-0446(Subpart D) A. SITE LOCATION: 1. Site Name/Location Aid: Shell Station #137772 2. Street Address: 590 ( annou h Road 3. City/Town: Hyannis 4. ZIP Code: 02601 5. Check here if a Tier Classification Submittal has been provided to DEP for this disposal site. ❑ a. Tier 1A ❑ b. Tier 1 B © c. Tier 1 C ❑ d. Tier 2 6. If a Tier I Permit has been issued,provide Permit Number: B.THIS FORM IS BEING USED TO: (check all that apply) 1. List Submittal Date of Initial RAM Written Plan(if previously submitted): (MM/DDIYYYY) 2. Submit an Initial Release Abatement Measure(RAM)Plan. ❑ a. Check here if this RAM Plan received previous oral approval from DEP as a continuation of a Limited Removal Action(LRA). b. List Date of Oral Approval: ❑ 3. Submit a Modified RAM Plan of a previously submitted written RAM Plan. ❑ 4. Submit a RAM Status Report. ❑ 5. Submit a RAM Completion Statement. ❑ 6. Submit a Revised RAM Completion Statement. 7. Provide Additional RTNs: a. Check here if this RAM Submittal covers additional Release Tracking Numbers (RTNs). RTNs that have been ❑ previously linked to a Primary Tier Classified RTN do not need to be listed here. This section is intended to allow a RAM to cover more than one unclassified RTN and not show permanent linkage to a Primary Tier Classified RTN. b. Provide the additional Release Tracking Number(s) ❑ _ ❑ _ covered by this RAM Submittal. (All sections of this transmittal form must be filled out unless otherwise noted above) Revised: 11/22/2002 Page 1 of 6 BWSC1061102001 Massachusetts Department of Environmental Protection BWSC106 Bureau of Waste Site Cleanup RELEASE ABATEMENT MEASURE (RAM) Release Tracking Number TRANSMITTAL FORM ® - 18156 Pursuant to 310 CMR 40.0444-0446(Subpart D) C. RELEASE OR THREAT OF RELEASE CONDITIONS THAT WARRANT RAM: 1. Identify Media Impacted and Receptors Affected: (check all that apply) a. Air ® b. Basement D c. Critical Exposure Pathway (rJ d. Groundwater e. Residence F1 f. Paved Surface F] g. Private Well [ h. Public Water Supply L__1 i. School j. Sediments FV k. Soil 17 I. Storm Drain F-1 m. Surface Water El n. Unknown ❑ o. Wetland El p. zone 2 q. Others Specify: 2. Identify all sources of the Release or Threat of Release, if known: (check all that apply) El a. Above-ground Storage Tank(AST) ❑ b. Boat/Vessel F c. Drums 7 d. Fuel Tank e.Pipe/Hose/Line 0 f. Tanker Truck [] g. Transformer J h, Under-ground Storage Tank(UST) i. Vehicle 1'-] j. Others Specify: 3. Identify Oils and Hazardous Materials Released: (check all that apply) ❑✓ a. Oils 0 b. Chlorinated Solvents El c.Heavy Metals d. Others Specify: D. DESCRIPTION OF RESPONSE ACTIONS: (check all that apply,for volumes list cumulative amounts) 1. Assessment and/or Monitoring Only ❑ 2. Temporary Covers or Caps 3. Deployment of Absorbent or Containment Materials El 4. Temporary Water Supplies 5..Structure Venting System 6. Temporary Evacuation or Relocation of Residents 7. Product or NAPL Recovery 8. Fencing and Sign Posting 9. Groundwater Treatment Systems ® 10. Soil Vapor Extraction 11. Bioremediation 12. Air Sparging M✓ 13. Excavation of Contaminated Soils ❑ a. Re-use, Recycling or Treatment Q i.On Site Estimated volume in cubic yards approximately 10 ii.Off Site Estimated volume in cubic yards iia.Receiving Facility: Town: State: iib.Receiving Facility: Town: State: iii. Describe: Revised: 11/22/2002 Page 2 of 6 BWSC1061102002 7LIMassachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC106 RELEASE ABATEMENT MEASURE (RAM Release Tracking Number ) ® _ Tracking TRANSMITTAL FORM Pursuant to 310 CMR 40.0444-0446(Subpart D) D. DESCRIPTION OF RESPONSE ACTIONS(cont.): (check all that apply,for volumes list cumulative amounts) b. Store Ej i.On Site Estimated volume in cubic yards Ej ii.Off Site Estimated volume in cubic yards iia. Receiving Facility: Town: State: iib. Receiving Facility: Town: State: c. Landfill i.Cover Estimated volume in cubic yards Receiving Facility: Town: State: ii. Disposal Estimated volume in cubic yards Receiving Facility: Town: State: 14. Removal of Drums,Tanks or Containers: a. Describe Quantity and Amount: b. Receiving Facility: Town: State: c. Receiving Facility: Town: State: 15. Removal of Other Contaminated Media: a.Specify Type and Volume: 500 gallons of impacted water if encountered b.Receiving Facility: Town: State: c.Receiving Facility: Town: State: ® 16. Other Response Actions: Describe: 17. Use of Innovative Technologies: Describe: Revised: 11/22/2002 Page 3 of 6 BWSC1061102003 ■ Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC106 Release Tracking Number RELEASE ABATEMENT MEASURE (RAM) ® _ 18156 ;TRANSMITTAL FORM Pursuant to 310 CMR 40.0444-0446(Subpart D) E. LSP SIGNATURE AND STAMP: I attest under the pains and penalties of perjury that I have personally examined and am familiar with this transmittal form, including any and all documents accompanying this submittal. In my professional opinion and judgment based upon application of(i)the standard of care in 309 CMR 4.02(1),(ii)the applicable provisions of 309 CMR 4.02(2)and(3),and 309 CMR 4.03(2),and (iii)the provisions of 309 CMR 4.03(3),to the best of my knowledge,information and belief, > if Section B of this form indicates that a Release Abatement Measure Plan is being submitted,the response action(s)that is (are)the subject of this submittal(i)has(have)been developed in accordance with the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000,(ii)is(are)appropriate and reasonable to accomplish the purposes of such response action(s)as set forth in the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000 and(iii)comply(ies)with the identified provisions of all orders, permits,and approvals identified in this submittal; > if Section 8 of this form indicates that a Release Abatement Measure Status Report is being submitted,the response action(s)that is(are)the subject of this submittal(i)is(are)being implemented in accordance with the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000,(ii)is(are)appropriate and reasonable to accomplish the purposes of such response action(s)as set forth in the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000 and(iii)comply(ies)with the identified provisions of all orders, permits,and approvals identified in this submittal; > if Section 8 of this form indicates that a Release Abatement Measure Completion Statement is being submitted,the response action(s)that is(are)the subject of this submittal(i)has(have)been developed and implemented in accordance with the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000,(ii)is(are)appropriate and reasonable to accomplish the purposes of such response action(s)as set forth in the applicable provisions of M.G.L. c.21 E and 310 CMR 40.0000 and(iii)comply(ies) with the identified provisions of all orders,permits,and approvals identified in this submittal: I am aware that significant penalties may result,including, but not limited to, possible fines and imprisonment,if I submit information which I know to be false, inaccurate or materially incomplete. 1. LSP#: 9969 2. First Name: Scott K. 3. Last Name: Parker 4. Telephone: (978) 568-8740 5. Ext.: 239 6. FAX: (978) 562-5080 7. Signature: 8. Date: (} 9.LSP Stamp: OF U4SX, SCOTT v K. ► P cn ► o 9 `Fy lei Revised: 11/22/2002 Page 4 of 6 BWSC1061102004 Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC106 Release Tracking Number RELEASE ABATEMENT MEASURE (RAM) ,TRANSMITTAL FORM [4 18156 Pursuant to 310 CMR 40.0444-0446(Subpart D) F. PERSON UNDERTAKING RAM: 1. Check all that apply: ® a.change in contact name F=J b.change of address c. change in the person undertaking response actions 2. Name of Organization: Motiva Enterprises LLC 3. Contact First Name: David B. 4. Last Name: Weeks 5. Street: PMB 301, 1830 South Road, Unit 24 6.Title: Sr. Environmental Engineer 7. City/Town: Wappingers Falls 8. State: NY 9. ZIP Code: 12590 10. Telephone: (978) 462-5225 11.Ext.: 12. FAX: 845 462-4999 G. RELATIONSHIP TO RELEASE OR THREAT OF RELEASE OF PERSON UNDERTAKING RAM: ® 1. RP or PRP ❑✓ a. Owner b. Operator ❑ c. Generator d. Transporter 11 e. Other RP or PRP Specify: ® 2. Fiduciary,Secured Lender or Municipality with Exempt Status(as defined by M.G.L.c.21 E,s.2) ® 3. Agency or Public Utility on a Right of Way(as defined by M.G.L.c.21 E,s.50)) 4. Any Other Person Undertaking RAM Specify Relationship: H.REQUIRED ATTACHMENT AND SUBMITTALS: 1.Check here if any Remediation Waste,generated as a result of this RAM,will be stored,treated,managed,recycled or ® reused at the site following submission of the RAM Completion Statement. You m ust submit a Phase IV Remedy Implementation Plan along with the appropriate transmittal form(BWSC108). 2. Check here if the Response Action(s)on which this opinion is based,if any,are(were)subject to any order(s),permit(s) ® and/or approval(s)issued by DEP or EPA. If the box is checked,you MUST attach a statement identifying the applicable provisions thereof. 3. Check here to certify that the Chief Municipal Officer and the Local Board of Health have been notified of the implementation of a Release Abatement Measure. ® 4. Check here if any non-updatable information provided on this form is incorrect, e.g. Release Address/Location Aid. Send corrections to the DEP Regional Office. ® 5. If a RAM Compliance Fee is required for this RAM,check here to certify that a RAM Compliance Fee was submitted to DEP, P.O.Box 4062,Boston,MA 02211. �✓ 6. Check here to certify that the LSP Opinion containing the material facts,data, and other information is attached. Revised: 11/22/2002 Page 5 of 6 BWSC1061102005 Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC106 RELEASE ABATEMENT MEASURE (RAM) Release Tracking Number® _ 18156 TRANSMITTAL FORM Pursuant to 310 CMR 40.0444-0446(Subpart D) I. CERTIFICATION OF PERSON UNDERTAKING RAM: 1. I, David B. Weeks ,attest under the pains and penalties of perjury(i)that I have personally examined and am familiar with the information contained in this submittal, including any and all documents accompanying this transmittal form,(ii)that, based on my inquiry of those individuals immediately responsible for obtaining the information,the material information contained in this submittal is,to the best of my knowledge and belief,true,accurate and complete,and(iii) that I am fully authorized to make this attestation on behalf of the entity legally responsible for this submittal. I/the person or entity on whose behalf this submittal is made am/is aware that there are significant penalties, including, but not limited to, possible fines ',fprisonm nt illfull suitting false inaccurate or incomplete,for bm , , information. 2. By. —��—'�" < 3. Title: Sr. Environmental Engineer Signature 4. For: Motiva Enterprises LLC (Name of person or entity recorded in Section F) (mm/dd/yyyy) ® 5. Check here if the address of the person providing certification is different from address recorded in Section F. 6. Street: 7. City/Town: 8. State: 9. ZIP Code: 10. Telephone: 11.Ext.: 12. FAX: YOU MUST LEGIBLY COMPLETE ALL RELEVANT SECTIONS OF THIS FORM OR DEP MAY RETURN THE DOCUMENT AS INCOMPLETE. IF YOU SUBMIT AN INCOMPLETE FORM,YOU MAY BE PENALIZED FOR MISSING A REQUIRED DEADLINE. Date Stamp(DEP USE ONLY:) Revised: 11/22/2002 Page 6 of 6 BWSC1061102006 , Geologic Services Corporation science,engineering&technology RELEASE ABATEMENT MEASURE PLAN FORMER SHELL SERVICE STATION#137772 590 IYANNOUGH ROAD HYANNIS,MASSACHUSETTS RTN 4-18156 January 2004 Prepared by: Prepared for: Geologic Services Corporation Motiva Enterprises LLC 15 Bonazzoli Avenue PMB 301; 1830 South Rd,Unit 24 Hudson,MA 01749 Wappingers Falls,NY 12590 (978) 568-8740 (845)462-5225 Project No. 020811D Providing Environmental Management Solutions to Business and Industry Since 1982 A 100% Employee-Owned ESOP Company 15 Bonazzoli Avenue• Hudson, MA 01749 - Tel: 978.568.8740 1 800.522.8740 - Fax: 978.568.9316 www.gsc-global.com Shell Service Station#137772 Geologic Services Corporation Page 1 Release Abatement Measure Objective The objectives of the herein-proposed Release Abatement Measure(RAM)are to excavate, appropriately manage,and transport and dispose of petroleum-impacted soils and groundwater(if encountered) from the vicinity of the former hydraulic lifts. Please refer to Figures 1 and 2 in Attachment A for illustrations of the subject site and surrounding area. Background and Regulatory Status In August 1989 Groundwater Technology Inc., (GTI)prepared a Phase— 1 Limited Site Investigation for Shell Oil Company. The property was listed with the Massachusetts Department of Environmental Protection(MA DEP)on October 15, 1989 as a Location To Be Investigated(LTBI). In April 1990,GTI prepared a Short Term Measure(STM)proposed to manage dissolved petroleum hydrocarbons detected in groundwater beneath the site. The MA DEP issued a Notice of Responsibility(NOR)and Release Tracking Number(RTN)4-793 in August 1990. The NOR approved the STM that GTI proposed in April 1990. GTI submitted a Proposal to Conduct Investigation and Design Activities Prior to Implementation of Short Term Measure Report to the MA DEP in November 1990. The MA DEP approved the proposal and in August 1991 GTI submitted a Results of Investigation and Conceptual Design Activities Prior to Implementation of STM which detailed the completion of the following activities; soil boring and monitoring well installation,pumping well design and installation,groundwater gauging and sampling,slug testing, and soil gas extraction tests. No records were available during.the completion of the report for the period of August 1991 though November 1996. On November 4, 1996 Handex submitted a Class B-1 Response Action Outcome(RAO) Statement identifying a condition of"no significant risk". A Release Notification Form(RNF)was submitted to the MA DEP on February 10,2003,which identified a 120-day notification condition of volatile petroleum hydrocarbons(VPH)fractions detected in groundwater samples at concentrations greater than the Reportable Concentrations(RC) for category GW-1 groundwater. The groundwater samples were collected in accordance with an internal Motiva Enterprises LLC(Motiva)program to evaluate properties located in potentially sensitive areas. On February 24,2003,the MA DEP was notified of a 72-hour reporting condition for VPH fraction concentrations detected in excess of the applicable RC for category GW-1 groundwater within 500 feet of two private water supply wells. These wells were discovered during the completion of local research completed during baseline environmental site assessment activities at the site. In response to the notification,the MA DEP issued RTN 4-17651 to this release condition. Initial Immediate Response Action (IRA)activities were verbally approved by the MA DEP on February 24,2003 and limited to monitoring and assessment activities. Based upon a phone conversation between Mr. Scott K. Parker of GSC and Mr. Mike Moran of the MA DEP, only one RTN was issued as the 120-day notification condition was over- ridden by the 72-hour notification. On June 11,2003 a RAM Plan was submitted to the MA DEP. The RAM Plan was prepared for the appropriate management of petroleum impacted soil and/or groundwater encountered during hydraulic lift removals. The hydraulic lifts were removed on July 10,2003 and no remediation waste was generated during the work. The RAM Completion Report was submitted on October 7,2003. Upon review of the in- situ soil sample analytical results,an RNF was submitted to the MA DEP on November 21,2003 for the detection of C11-C22 Aromatics above RC S-1 standards. Ref. #020811D_Rpt_RAM Plan 01-04 Shell Service Station#137772 Geologic Services Corporation Page 2 A Phase I—Initial Site Investigation Report,Numerical Ranking System(NRS) Scoresheet,Tier Classification,and IRA Completion Report was submitted to the MA DEP on December 19,2003. A Tier 1 C Permit Application was submitted as the results of NRS Scoresheet classified the site as Tier 1 C. A Tier 1 C Permit has not yet been issued for RTN 4-17651. A Phase U Scope of Work(SOW), identifying the installation of soil borings and additional monitoring wells,was submitted in conjunction with the above mentioned reports. Description of Release/Threat of Release,pursuant to 310 CMR 40.0424(1)(b) During the completion of hydraulic lift removal activities in June 2003, conditions requiring notification of 120-day reporting were encountered. Specifically, CII-C22 Aromatic hydrocarbons were encountered at concentrations greater than the RC S-1 soil standards. A RNF for this condition was submitted to the MA DEP on November 21, 2003. In response to the notification,the MA DEP issued RTN 4-18156 to this condition. Description of Site Conditions and Surrounding Receptors The subject property is comprised of one parcel of land totaling approximately 20,900 square feet located on the northern side of lyannough Road(Route 132)and the western side of Hinckley Road in Hyannis, Massachusetts. The property is identified by the Town of Barnstable Assessor's Office as lot number 17 on Map 311. The exact geographical location of the site is summarized below. Longitude/Latitude 70° 17' 22", 41°40' 00" Easting/Northing 392,652/4,613,576 The subject property is currently owned by Motiva and is developed with a retail gasoline station building located near the center of the property. The site location and site features are illustrated on Figures 1 and 2,respectively. The property is currently an inactive retail fuel service station and convenience store. Three 12,000- gallon double-walled fiberglass gasoline underground storage tanks (USTs), one 500-gallon double walled fiberglass used oil UST, and one 500-gallon double walled fiberglass fuel oil UST are located on the subject property that have been in use at the property since 1989. No aboveground storage tanks (ASTs) exist on the subject property. Two fuel dispenser islands are located on the southern portion of the property. Municipal potable water and sewer services are supplied via connections in Iyannough Road. Other utilities at the subject property include overhead telephone and electric. The majority of the subject property is covered with either bituminous pavement or reinforced concrete. The northern portion of the subject property is landscaped. The subject area is zoned for commercial use. Chili's Restaurant, Cape Opticians,Boomer Car Audio/Verizon Wireless, Emerald City Granite Counter Tops, Budget Rent-A-Car, and its associated parking area are located south, southeast, and west of the subject property across Iyannough Road. Wendy's and Pizzeria Uno are located southeast of the subject property across Hinckley Road. New England Tile and a vacant lot abut the property to the northeast and north, respectively. Ref. #020811D_Rpt_RAM Plan 01-04 Shell Service Station#137772 Geologic Services Corporation Page 3 According to the U.S. Geological Survey(USGS)Hyannis Quadrangle,Topographic Map(refer to Figure 1)the closest surface water bodies are two ponds(Fresh Pond and an unnamed pond)approximately 1,600 feet southwest of the site. There are also two unnamed ponds approximately 2,100 feet northeast of the subject property. There are no other surface water bodies or wetlands within one-half of a mile of the subject property. According to the Barnstable Water Company,the municipal water supply for the town consists of 11 groundwater supply wells. The subject site is supplied with municipal water. The subject site is located within a MA DEP-approved Wellhead Protection Area(Zone 11)designated for three active wells located approximately 4,850 feet east by southeast,5,150 feet east by southeast,and 5,350 feet east southeast of the subject property,respectively. These wells are on the Maher Electric property and are designated as Maher's 1,2, and 3. A water supply well is located approximately 3,600 feet northeast of the subject property at the Barnstable Municipal Airport. The wells in the vicinity of Mary Dunn Pond(designated Mary Dunn 1,2, 3,and 4)are located approximately 4,100 feet northeast,4,500 feet northeast,4,600 feet northeast,and 5,400 feet northeast,respectively. According to the Town of Barnstable Board of Health,the town does not maintain information regarding the locations or construction of private water supply wells. However,according to the Town of Barnstable Water Company,the two properties located northeast of the subject property are not serviced with public water. The property located immediately northeast of the subject property is a commercial building which houses New England Tile and the former Planet Earth,Inc. A phone conversation with the property owner confirmed that the building is not supplied with public water and they have a private supply well used for non-potable water. The next property to the northeast is operating as Bugs,Buses and Things,which according to the property owner is also not on public water. They also have a non-potable well. According to the property owner of the New England Tile property and a representative for the Bugs,Buses,and Things,the respective properties obtain drinking water from outside sources. Subsurface structures within 500 feet of the subject property include several half and full basements. Subsurface utility conduits located along the subject property include,but are not limited to, sewer,natural gas,water, and storm drainage. There are no underground telephone or electric lines, as these utilities are located overhead. According to the USGS Hyannis Quadrangle Topographic Map and GSC site reconnaissance,the closest school is located approximately 3,900 feet south of the subject property. According to the Geographic Information System(GIS)Map,the subject property is located within a Wellhead Protection Area. No other schools,institutions,or other environmentally sensitive areas are known within 2,000 feet of the subject property. Scope of Work This RAM Plan has been prepared in order to appropriately manage excavated soil from the former hydraulic lift area. Specifically, soil will be excavated in the vicinity of the soil sample identified as Lift #2 NW as illustrated on Figure 3 (Appendix A). Ref. #020811D_Rpt RAM Plan 01-04 f Shell Service Station#137772 Geologic Services Corporation Page 4 Environmental Monitoring and Soil Segregation During the excavation activities,the previously backfilled material will be removed from the excavation and staged separately on polyethylene sheeting. Once this material is removed, additional soil will be excavated from the northwestern side wall. This material will be segregated separately from the original backfill material and staged on polyethylene sheeting. On-site inspections and field screening of the excavated soil will be completed using a photoionization detector(PID)equipped with a 10.6 eV lamp calibrated with an isobutylene span gas to yield total volatile organic compounds(VOCs)in parts per million by volume (ppmv)referenced as benzene. It is currently estimated that less than 10 cubic yards of soil may be excavated and require characterization through the method described herein. Soil Stockpiling Protocol Soil excavated during the RAM activities that were not previously used as backfill on site will be stockpiled on 6 mil thick polyethylene sheeting. The soil pile will be covered with 6 mil polyethylene sheeting and secured at the end of each working day until the soil is either baackfilled or removed from the site. Post Excavation Sampling During the subsurface activities, soil samples will be collected from the sidewalls and bottom of the newly northwestern sidewall excavation area. All collected soil samples will be submitted to Accutest for analysis of EPH via MA DEP-approved methods. Management of Remediation Waste Soil determined to be Remediation Waste as described herein will be transported to a licensed recycling facility for asphalt batching using a MA DEP Bill of Lading in accordance with the provisions of 310 CMR 40.0030. Accumulated non-aqueous phase liquid(NAPL),if encountered during the lift removal activities will be removed from the site as needed under a Massachusetts Uniform Hazardous Waste Manifest. Accumulated groundwater generated during lift removal activities will be removed from the site as needed under a Massachusetts Uniform Hazardous Waste Manifest. However,based on historic gauging data for the site, groundwater is not anticipated to be encountered during the completion of the soil excavation activities as it has historically been measured at depths greater than 25 feet below grade. Schedule for RAM Implementation The RAM activities proposed herein are currently scheduled to begin on January 21,2004. Excavation activities are anticipated to continue for one day,however the actual time may vary in response to conditions encountered during excavation activities. Should the scope of this RAM Plan change significantly prior to or during RAM implementation, a RAM Addendum will be submitted specifically outlining pertinent modifications to the workscope. RAM Limitations Pursuant to 310 CMR 40.0442(3)(b), a maximum of 10 cubic yards of soil and 500 gallons of groundwater(if encountered)may be excavated/removed during the course of this RAM, and classified as Remediation Waste. If site conditions become significantly different from those previously documented on the site,if an Imminent Hazard is identified to exist or if conditions requiring a 2 or 72 hour notification of a release to the MA DEP pursuant to 310 CMR 40.0300 are encountered,all work being performed in conjunction with the Ref.#020811D_Rpt_RAM Plan O1-04 Shell Service Station#137772 Geologic Services Corporation Page 5 RAM will be terminated. The responsible party(RP)for the RAM will make the appropriate notification to the MA DEP. Activities will resume only after such notification has been made and the MA DEP approves the continuation of the project. Health& Safety On site health and safety practices in accordance with standards set forth by the Occupational Safety and Health Administration(29 CFR 1910.120)will be observed by all site personnel associated with the RAM related to the pending RTN for the duration of field activities. A site specific Health and Safety Plan has been prepared for these activities. Public Involvement By copy of this document, the Chief Municipal Officer and Board of Health for the Town of Hyannis have been provided notice of the RAM in accordance with 310 CMR 1403(3)(d). Project Completion Pursuant to the provisions set forth in 310 CMR 40.0440,RAM Status and/or Completion Reports will be periodically submitted to the MA DEP detailing the activities completed under the RAM and any change in site conditions subsequent to the implementation of the RAM. Ref. #020811D_Rpt_RAM Plan 01-04. ATTACHMENT A Figures \. S � \ /, ►'��'��1 a?'kt'�9�+�' a �' / ,�� �,1�'� � tr�; r t� • F AN 1 � i A MCI �� .•n� LtJ r� :r®�'� \��f i �-mom 9` 't. \ Q « ¢�.�`= a��t, r'1"l� $";�; ��'\\'` jp IRA VAR Cg�;V1JW 14 W, kiln T; /'\ nnnnnunn•iiii nnunuunnnu•�• unnuuu•nnnn• nnnnnnnn••un uuunmu•nnuu• nnnnuunmm�u n mnu• • UTM nun• � COORDINATES: 613 576 392 t QUADRANGLE 1 1 LATITUDE: I II LONGITUDE: I' 1 ' FIGURE 1 LOCUSPLAN TopographicNotes: 1. Topographic contours are measured in meters. 2. • • 1 meters. SHELL1 N#13.7772 91 IYANNOUGH ROAD to MR Tn. Hydrogeologists and Environmental Source: ttta .th • .t *MA GRASS-J AREA /0 UST X ., BUILDING /NE LIFT 1� x F/0 UST—�, �LIFT #1 LIFT #2 NW #2 NE LIFT #1 N LIFT #2 E , UST I I I C� LIFT #1 BOTTOM < -1 L -1 /1 1 1 IAREa I LIFT #1 SW IFT #2 SW I I I I I LIFT #1 SE LIFT #2 BOTTOM CANOPY I I GT-4 ASPHALT I I I I I I DISPENSER l I GT-1 ISLANDS I I 0 20 Scale in feet KEY —-— PROPERTY BOUNDARY F/O FUEL OIL FIGURE 3 MONITORING WELL U/O USED OIL PROPOSED EXCAVATION AREA PLAN UNDERGROUND SHELL SERVICE STATION IN—SITU SOIL UST STORAGE TANK 590 IYANNOUGH ROAD SAMPLE LOCATION HYANNIS, MASSACHUSETTS APPROXIMATE LIMIT FENCE LINE GSC REF.: 020811.011NSITU CHECKED BY: r� I OF JULY 10, 2003 ® PROPOSED DRA D BY: C A 1 l EXCAVATIONS EXCAVATION AREA REVISED BY: DATE: GEOLOGIC SERVICES CORPORATION SOURCE: GSC FIELD RECONNAISSANCE Hydrogeologists and Environmental Scientists 15 Sonazzoli Avenue • Hudson, MA 01749 • (978)568-8740 rI ATTACHMENT B Tables Table 1 Page 1 of I In-Situ Soil Sample Analytical Results-Polynuclear Aromatics and Extractable Petroleum Hydrocarbons Shell Service Station#137772 590lyannough Road Hyannis,MA July 10,2003 Sample Date Depth jAcenaph.Acenaph. Anthracene B(a)A B(a)P B(b)F B(g,h,l)P B(k)F Chrysene Dibenz(a,h)- Napthalene Fluoranthen Fluorene l(1,2,2l-cd)P 2-Methyl- Phen- Pyrene C9-C.a C19-C. CWC== ID thene thylene anthracene naphthalene anthrene Aliphatics Aliphatics Aromatics (h) (ag/9) (ug/9) (ug/g) (ug/g) (ug/g) (ug/g) (ug/g) (ug/g) (ug/g) (ug/g) (ug/g) (ug/g) (ug/g) (ug/g) (ug/g) (ug/g) (ug/g) (ug/g) (ug/g) (ug/g) RC S-1 1 20 100 1000 0.7 0.7 0.7 1000 7.0 7.0 0.7 4.0 1000 400 0.7 4.0 100 700 1000 2500 200 LIFT#1 BOTTOM 7/10/03 8.5 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 70.49 7.49 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 <5.9 19.7 <17 LIFT#1 NE 7/10/03 8 <0.56 <0.56 <0.56 <0.56 <0.56 <0.56 <0.56 <0.56 <0.56 <0.56 <0.56 <0.56 <0.56 <0.56 <0.56 <0.56 <0.56 <6.8 <9.0 <19 LIFT#1 NW 7/10/03 8 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <6.0 10.1 <17 LIFT#1 SE 7/10/03 8 <0.54 <0.54 <0.54 <0.54 <0.54 <0.54 <0.54 <0.54 <0.54 <0.54 <0.54 <0.54 <0.54 <0.54 <0.54 <0.54 <0.54 <6.4 20.6 <I8 LIFT#1 SW 7/10/03 8 <0.5I 1 <0.51 1 <0.51 1 <0.51 1 <0.51 <0.51 <0.51 <0.51 <0.51 <0.51 1 <0.51 1 <0.51 <0.51 <0.51 <0.51 <0.51 <0.51 <6.1 12 <17 LIFT#2 BOTTOM 7/10/03 8.5 <0.52 1 <0.52 1 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 1 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <6.2 <8.3 <18 LIFT#2 NE 7/10/03 8 <O.S2 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <6.2 <8.2 <18 LIFT#2NW 7/10/03 8 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 55.4 1410 i;�ui'1'tw5r12d%r�lJt� LIFT#2 SE 7/10/03 8 10.51 <0.51 <0.51 <0.51 <0.51 <0.51 <0.51 <0.51 <0.51 <0.51 <0.51 <0.51 <0.51 <0.51 <0.51 <0.51 <0.51 <6.1 <8.2 <17 LIFT#2 SW 7/1 /03 8 <0.53 1 <0.53 1 <0.53 <0.53 <0.53 <0.53 <0.53 <0.53 <0.53 <0.53 1 <0.53 1 <0.51 <0.53 <0.53 <0.53 <0.53 <0.53 <6.3 Notes: ug/g-micrograms per gram(parts per million) . RC S-1-Reportable Concentration Soil Standard MTBE-methyl tertiary butyl ether <0.6-not detected(method detection limit included) B(a)A-Benzo(a)anthracene B(a)P-Benzo(a)pyrene B(b)F-Benzo(b)fluoranthene B(g,h,i)P-Benzo(g,h,i)perylene BWF-BenzoWfluoranthene I(1,2,3-cd)P-Indeno(1,2,3-cd)pyrene Shading-Reported concentration exceeds the applicable standards GEOLOGIC SERVICES CORPORATION I/8R004 science,engineering,&technology Ref.#020811_Tb1 soil-pah-eph 15 Bonazzoli Ave.,Hudson,MA Geologic Services Corporation science,engineering&technology Airborne#19226821854 October 7, 2003 Massachusetts Department of Environmental Protection Southeast Regional Office 20 Riverside Drive Lakeville,Massachusetts 02346 Re: Release Abatement Measure Completion Report Former Shell Service Station#137772 590 Iyannough Road Hyannis,Massachusetts RTN 4-17651 To Whom It May Concern: On behalf of Motiva Enterprises LLC(Motiva), Geologic Services Corporation(GSC)has prepared the following Release Abatement Measure(RAM)Completion Report and associated Massachusetts Department of Environmental Protection(MA DEP)Bureau of Waste Site Cleanup(BWSC)Form 106 for the above referenced location. This RAM Completion Report has been prepared following the completion of lift removal activities outlined in the June 11,2003 RAM Plan. Should you have any questions,please do not hesitate to contact Mr. David B. Weeks of Shell Oil Products US(SOPUS)at(845)462-5225 or the undersigned. Sincerely, Geologic Services Corporation C.Blake Thompson' `�� Scott K. Parker,L.S.P. Project Manager Senior Project Manager Dimitri D. Gounis Geologist cc: Mr. David B.Weeks, SOPUS,PMB 301; 1830 South Road,Unit 24 Wappingers Falls,NY 12590 Mr. John Klimm,Hyannis Town Administrator, 367 Main Street, Hyannis,MA 02601 Mr, Thomas Mckean, Hyannis Board of Health, 367 Main Street, Hyannis,MA 02601 Ref.#020811 Rpt_Ram Comp 10-03 Providing Environmental Management Solutions to Business and Industry Since 1982 A 100% Employee-Owned ESOP Company 15 Bonazzoli Avenue• Hudson, MA 01749 • Tel: 978.568.8740 1 800.522.8740 • Fax: 978.568.9316 www.gsc-global.com I ....... Massachusetts Department of Environmental Protection gWSC106 Bureau of Waste Site Cleanup RELEASE ABATEMENT MEASURE (RAM) Release Tracking Number TRANSMITTAL FORM F 17651 Pursuant to 316 CMR 40.0444-0446(Subpart D) A SITE LOCATION: 1. Site Name/Location Aid: Shell Station#137772 2. street Address: 590 I annou h Road 3. City/Town: Hyannis 4. ZIP Code: 02601 5. Check here if a Tier Classification Submittal has been provided to DEP for this disposal site. ❑ a. Tier 1 A ❑ b. Tier 1 B V] c. Tier 1 C ❑ d. Tier 2 6.If a Tier I Permit has been issued,provide Permit Number: B.THIS FORM IS BEING USED TO: (check all that apply) 1. List Submittal Date of Initial RAM Written Plan(if previously submitted): 06/1 1/2003 (MM/DD/YYYY) 2. Submit an Initial Release Abatement Measure(RAM)Plan. ❑ a. Check here if this RAM Plan received previous oral approval from DEP as a continuation of a Limited Removal Action(LRA). b. List Date of Oral Approval: ❑ 3. Submit a Modified RAM Plan of a previously submitted written RAM Plan. ❑ 4. Submit a RAM Status Report. Vj 5. Submit a RAM Completion Statement. ❑ 6. Submit a Revised RAM Completion Statement. 7. Provide Additional RTNs: a. Check here if this RAM Submittal covers additional Release Tracking Numbers (RTNs). RTNs that have been ❑ previously linked to a Primary Tier Classified RTN do not need to be listed here. This section is intended to allow a RAM to cover more than one unclassified RTN and not show permanent linkage to a Primary Tier Classified RTN. b. Provide the additional Release Tracking Number(s) ❑ _ ❑ _ covered by this RAM Submittal. (All sections of this transmittal form must be filled out unless otherwise noted above) Revised: 11/22/2002 Page 1 of B W S C 106110 2001 I I II I I II 11111111111 I II I11111111111111 E11 IIIII 1111, jjIIj jjj�jIII,,III III f ..................... Massachusetts Department of Environmental Protection BWSC106 Bureau of Waste Site Cleanup Release Tracking Number RELEASE ABATEMENT MEASURE (RAM) TRANSMITTAL FORM ® - 17651 Pursuant to 310 CM 40.0444-0446(Subpart D) C. RELEASE OR THREAT OF RELEASE CONDITIONS THAT WARRANT RAM: 1. Identify Media Impacted and Receptors Affected: (check all that apply) spa a. Air j b. Basement c. Critical Exposure Pathway 3 d. Groundwater e. Residence f. Paved Surface g.Private Well ; h. Public Water Supply i. School j. Sediments k. Soil E. I. Storm Drain ❑ m. Surface Water ❑ n. Unknown ❑ o. Wetland ❑ p. Zone 2 £ q. Others Specify: 2. Identify all sources of the Release or Threat of Release,if known: (check all that apply) a. Above-ground Storage Tank(AST) Ej b. BoaWessel £� c. Drums d.Fuel Tank a e. Pipe/Hose/Line' s f. Tanker Truck s g. Transformer h. Under-ground Storage Tank(UST) i. Vehicle j j. Others Specify: 3. Identify Oils and Hazardous Materials Released: (check all that apply) I� E] a. Oils b. Chlorinated Solvents c.Heavy Metals d. Others Specify: D. DESCRIPTION OF RESPONSE ACTIONS: (check all that apply,for volumes list cumulative amounts) 1. Assessment and/or Monitoring Only L] 2. Temporary Covers or Caps 3. Deployment of Absorbent or Containment Materials ° 4. Temporary Water Supplies 5. Structure Venting System } 6. Temporary Evacuation or Relocation of Residents 7. Product or NAPL Recovery 8. Fencing and Sign Posting 9. Groundwater Treatment Systems ` 10. Soil Vapor Extraction 11. Bioremediation �% 12. Air Sparging 13. Excavation of Contaminated Soils ❑ a. Re-use,Recycling or Treatment ❑ i.On Site Estimated volume in cubic yards ❑ ii.Off Site Estimated volume in cubic yards iia.Receiving Facility: Town: State: iib.Receiving Facility: Town: State: iii. Describe: Revised: 11/22/2002 Page 2 of 6 BWSC1061102002 I I II I IIII IIIII IIIII IIII III I I IIII III IIII II II I Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC106 Release Tracking Number RELEASE ABATEMENT MEASURE (RAM) TRANSMITTAL FORM Pursuant to 310 CMR 40.0444-0446(Subpart D) D. DESCRIPTION OF RESPONSE ACTIONS(cont): (check all that apply,for volumes list cumulative amounts) b. Store i.On Site Estimated volume in cubic yards ii.Off Site Estimated volume in cubic yards iia.Receiving Facility: Town: State: iib.Receiving Facility: Town: State: c. Landfill i.Cover Estimated volume in cubic yards Receiving Facility: Town: State: ii.Disposal Estimated volume in cubic yards Receiving Facility: Town: State: 0 14. Removal of Drums,Tanks or Containers: a. Describe Quantity and Amount: b. Receiving Facility: Town: State: c. Receiving Facility: Town: State: 15. Removal of Other Contaminated Media: a.Specify Type and Volume: b.Receiving Facility: Town: State: c.Receiving Facility: Town: State: 16. Other Response Actions: Describe: s 17. Use of innovative Technologies: Describe: Revised: 11/22/2002 Page 3 of 6 BWSC1061102003 I ■ ...................... Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC106 RELEASE ABATEMENT MEASURE (RAM) Release Tracking Number® _ 17651 TRANSMITTAL FORM Pursuant to 310 CMR 40.0444-0446(Subpart D) E. LSP SIGNATURE AND STAMP: I attest under the pains and penalties of perjury that I have personally examined and am familiar with this transmittal form, including any and all documents accompanying this submittal. In my professional opinion and judgment based upon application of(i)the standard of care.in 309 CMR 4.02(1),(ii)the applicable provisions of 309 CMR 4.02(2)and(3),and 309 CMR 4.03(2),and (iii)the provisions of 309 CMR 4.03(3),to the best of my knowledge,information and belief, > if Section B of this form indicates that a Release Abatement Measure Plan is being submitted,the response action(s)that is (are)the subject of this submittal(i)has(have)been developed in accordance with the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000,(ii)is(are)appropriate and reasonable to accomplish the purposes of such response action(s)as set forth in the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000 and(iii)comply(ies)with the identified provisions of all orders, permits,and approvals identified in this submittal; > if Section B of this form indicates that a Release Abatement Measure Status Report is being submitted,the response action(s)that is(are)the subject of this submittal(i)is(are)being implemented in accordance with the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000,(ii)is(are)appropriate and reasonable to accomplish the purposes of such response action(s)as set forth in the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000 and(iii)comply(ies)with the identified provisions of all orders,permits,and approvals identified in this submittal; > if Section B of this form indicates that a Release Abatement Measure Completion Statement is being submitted,the response action(s)that is(are)the subject of this submittal(i)has(have)been developed and implemented in accordance with the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000,(ii)is(are)appropriate and reasonable to accomplish the purposes of such response action(s)as set forth in the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000 and(iii)comply(ies) with the identified provisions of all orders,permits,and approvals identified in this submittal: am aware that significant penalties may result,including,but not limited to,possible fines and imprisonment,if I submit information which I know to be false,inaccurate or materially incomplete. 1. LSP#: 9969 2. First Name: Scott K. 3. Last Name: Parker 4. Telephone: (978) 568-9Q 5. Ext.: 239 6. FAX: (978) 568-9316 7. Signatur . 8. Date: j"' �a 3 9.LSP Stamp: �y OF M ASg9c SCOTT o K. PARKER 110 No.9969 � � 9 �O Q 1► FG/STEM y SITE PF<OF�S����' Revised: 11/22/2002 Page 4 of 6 swsC1061`102004 ( ( IIII II II I Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC106 RELEASE ABATEMENT MEASURE (RAM) Release Tracking Number TRANSMITTAL FORM ® - 17651 Pursuant to 310 CMR 40.0444-0446(Subpart D) F. PERSON UNDERTAKING RAM: 1. Check all that apply: 0 a.change in contact name vµJ b.change of address c. change in the person undertaking response actions 2. Name of organization: Motiva Enterprises LLC 3. Contact First Name: David B. 4.Last Name: Weeks 5. Street: PMB 301, 1830 South Road, Unit 24 6.Title: Sr. Environmental Engineer 7. Cityrrown: Wappingers Falls NY 8. State: 9. ZIP Code: 12590 10. Telephone: (978) 462-5225 11.Ext.: 12. FAX: 845 462-4999 G. RELATIONSHIP TO RELEASE OR THREAT OF RELEASE OF PERSON UNDERTAKING RAM: 1. RP or PRP 0 a. Owner b. Operator c. Generator d. Transporter e. Other RP or PRP Specify: 2. Fiduciary,Secured Lender or Municipality with Exempt Status(as defined by M.G.L.c.21 E,s.2) 3. Agency or Public Utility on a Right of Way(as defined by M.G.L.c.21 E,s.50)) „) 4. Any Other Person Undertaking RAM Specify Relationship: H.REQUIRED ATTACHMENT AND SUBMITTALS: 1.Check here if any Remediation Waste,generated as a result of this RAM,will be stored,treated,managed,recycled or reused at the site following submission of the RAM Completion Statement. You must submit a Phase IV Remedy Implementation Plan along with the appropriate transmittal form(BWSC108). 2. Check here if the Response Action(s)on which this opinion is based,if any,are(were)subject to any order(s),permit(s) and/or approval(s)issued by DEP or EPA. If the box is checked,you MUST attach a statement identifying the applicable provisions thereof. 3. Check here to certify that the Chief Municipal Officer and the Local Board of Health have been notified of the implementation of a Release Abatement Measure. 4. Check here if any non-updatable information provided on this form is incorrect,e.g.Release Address/Location Aid. Send corrections to the DEP Regional Office. 5. If a RAM Compliance Fee is required for this RAM,check here to certify that a RAM Compliance Fee was submitted to DEP,P.O.Box 4062,Boston,MA 02211. „} 6. Check here to certify that the LSP Opinion containing the material facts,data,and other information is attached. Revised: 11/22/2002 Page 5 of 6 BWSC1061102005 11111111111111 11E 111111111111111 f Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC106 Release Tracking Number RELEASE ABATEMENT MEASURE RAM TRANSMITTAL FORM ® - I--- Pursuant to 310 CMR 40.0444-0446(Subpart D) 1. CERTIFICATION OF PERSON UNDERTAKING RAM: 1. 1, David B. Weeks ,attest under the pains and penalties of perjury(i)that l have personally examined and am familiar with the information contained in this submittal,including any and all documents accompanying this transmittal form,(ii)that,based on my inquiry of those individuals immediately responsible for obtaining the information,the material information contained in this submittal is,to the best of my knowledge and belief,true,accurate and complete,and(iii) that 1 am fully authorized to make this attestation on behalf of the entity legally responsible for this submittal. 1/the person or entity on whose half this submittal is made am/is aware that there are significant penalties,including,but not limited to, possible fine an imprison a for iA Ily submitting false,inaccurate,or incomplete information. 2. By: 17 3. Title: Sr. Environmental Engineer Signature 4. For. Motiva Enterprises LLC Zv�� (Name of person or entity recorded in Section F) (mm/dd/yyyy) 5. Check here if the address of the person providing certification is different from address recorded in Section F. 6. Street: 7. City/Town: 8. State: 9. ZIP Code: 10. Telephone: 11.Ext.: 12. FAX: YOU MUST LEGIBLY COMPLETE ALL RELEVANT SECTIONS OF THIS FORM OR DEP MAY RETURN THE DOCUMENT AS INCOMPLETE IF YOU SUBMIT AN INCOMPLETE FORM,YOU MAY BE PENALIZED FOR MISSING A REQUIRED DEADLINE Date Stamp(DEP USE ONLY:) Revised: 11/22/2002 Page 6 of 6 ewsc1061102006 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIII IIIII I I I II Geologic &0 C Services Corporation science,engineering&technology RELEASE ABATEMENT MEASURE COMPLETION REPORT. FORMER SHELL SERVICE STATION#137772 590 IYANNOUGH ROAD HYANNIS,MASSACHUSETTS RTN 4-17651 October 2003 Prepared by: Prepared for: Geologic Services Corporation Motiva Enterprises LLC 15 Bonazzoli Avenue PMB 301 1830 South Road,Unit 24 Hudson,MA 01749 Wappingers Falls,NY 12590 (978) 568-8740 (845)462-5225 Project No. 020811 Providing Environmental Management Solutions to Business and Industry Since 1982 A 100% Employee-Owned ESOP Company 15 Bonazzoli Avenue• Hudson, MA 01749 • Tel: 978.568.8740 1 800.522.8740 Fax: 978.568.9316 www.gsc-global.com 1 TABLE OF CONTENTS 1.0 INTRODUCTION...........................................................................................................................1 2.0 BACKGROUND INFORMATION .........:......................................................................................1 2.1 Regulatory Status................................................................................................................1 2.2 Subject Site and Surrounding Area.....................................................................................2 2.3 Surrounding Potential Receptors........................................................................................2 3.0 RELEASE ABATEMENT MEASURE ACTIVITIES....................................................................3 3.1 Hydraulic Lift Removal......................................................................................................4 3.2 Management of Remediation Waste...................................................................................4 4.0 SUMMARY AND FINDINGS........................................................................................................4 LIST OF ATTACHMENTS Attachment A - Figures Figure 1 —Locus Plan Figure 2—Site Plan Figure 3—In-Situ Soil Sample Location Plan Attachment B - Photo Documentation Attachment C - Tables Table I —In-Situ Soil Sample Analytical Results—Polynuclear Aromatic and Extractable Petroleum Hydrocarbons Table 2—In-Situ Soil Sample Analytical Results—Polychlorinated Biphenyls Attachment D - Soil Laboratory Analytical Data I Ref. #020811_Rpt—RAM Comp 10-03 Shell Service Station#137772 Geologic Services Corporation Page 1 "s 1.0 INTRODUCTION Geologic Services Corporation(GSC)was contracted by Motiva Enterprises LLC (Motiva)to prepare a Release Abatement Measures(RAM)Completion Report in accordance with 310 CMR 40.0446 of the Massachusetts Contingency Plan(MCP). The RAM activities completed at this site included the management of petroleum impacted soil during the removal of two hydraulic lifts. Please refer to Figures 1 and 2(Attachment A)for an illustration of the subject site and surrounding area. 2.0 BACKGROUND INFORMATION 2.1 Regulatory Status In August 1989, Groundwater Technology Inc., (GTI)prepared a Phase— 1 Limited Site Investigation for Shell Oil Company. The property was subsequently listed with the Massachusetts Department of Environmental Protection(MA DEP)on October 15, 1989 as a Location To Be Investigated(LTBI). On November 4, 1996 Shell submitted a Class B-1 Response Action Outcome (RAO) Statement identifying that a condition of"no significant risk"existed at the site. During the completion of baseline environmental site assessment activities conducted in November 2002,volatile petroleum hydrocarbon(VPIT)fractions were detected at concentrations greater than the Reportable Concentrations(RC) for Category GW-1 Groundwater(RCGW-1). A Release Notification Form(RNF)was submitted to the MA DEP on February 10,2003, which identified this 120- day notification condition. According to a telephone conversation between Mr.Mike Moran of the MA DEP and Mr. Scott K.Parker(L.S.P.#9969)of GSC,the MA DEP is not going to issue a Release Tracking Number(RTN)for the February 10, 2003 Notification, as the February 24, 2003 notification summarized below resulted in issuance of RTN 4-17651. Mr.Moran indicated that since the two notifications were made so close together,to compute deadlines based on the February 24, 2003 deadline. On February24 2003 the MA DEP was notified of a 72-hour reporting condition for VPII fraction concentrations detected in excess of the applicable RC for category GW-1 groundwater within 500 feet of two private water supply wells. These wells were discovered during the completion of local research completed during baseline environmental site assessment activities at the site. In response to the notification,the MA DEP issued RTN 4-17651 to this release condition. Initial Immediate Response Action(IRA) activities were verbally approved by the MA DEP on February 24, 2003 and limited to I monitoring and assessment activities. A summary of groundwater gauging and analytical results are presented on Tables 1 and 2 (Attachment C), respectively. A Notification of Responsibility(NOR)was issued to Motiva for RTN 4-17651 on March 11, 2003. The NOR approves the continued assessment activities and requires the sampling of the two private wells located north of the site. An IRA Plan and Status Reports were submitted to the MA DEP on March 26, and June 23, 2003, respectively. A RAM Plan was submitted to the MA DEP on June 11, Ref. #020811_Rpt_RAM Comp 10-03 Shell Service Station#137772 Geologic Services Corporation Page 2 ,l 2003 in order to manage impacted soil, if encountered, during the completion of hydraulic lift removal activities. 2.2 Subject Site and Surrounding Area The subject property is comprised of one parcel of land totaling approximately 20,900 square feet located on the northern side of Iyannough Road(Route 132)and the western side of Hinckley Road in Hyannis,Massachusetts. The property is identified by the Town of Barnstable Assessor's Office as lot number 17 on Map 311. The exact geographical location of the site is summarized below. Longitude/Latitude 70° 17' 22",41°40' 00" Easting/Northing 392,652/4,613,576 The subject property is currently owned by Motiva and is developed with a retail gasoline station building located near the center of the property. The site location and site features are illustrated on Figures 1 and 2,respectively. The property is currently an inactive retail fuel service station and convenience store. Three 12,000-gallon double-walled fiberglass gasoline underground storage tanks (USTs), one 500-gallon double walled fiberglass used oil UST, and one 500-gallon double walled fiberglass fuel oil UST are located on the subject property that have been in use at the property since 1989. No aboveground storage tanks (ASTs)exist on the subject property. Two fuel dispenser islands are located on the southern portion of the property. Municipal potable water and sewer services are supplied via connections in Iyannough Road. Other utilities at the subject property include overhead telephone and electric. The majority of the subject property is covered with either bituminous pavement or reinforced concrete. The northern portion of the subject property is landscaped. The subject area is zoned for commercial use. Chili's Restaurant, Cape Opticians,Boomer Car AudioNerizon Wireless,Emerald City Granite Counter Tops,Budget Rent-A-Car, and its associated parking area are located south, southeast, and west of the subject property across lyannough Road. Wendy's and Pizzeria Uno are located southeast of the subject property across Hinckley Road. New England Tile and a vacant lot abut the property to the northeast and north,respectively. 2.3 Surrounding Potential Receptors According to the U.S. Geological Survey(USGS)Hyannis Quadrangle,Topographic Map(refer to Figure 1)the closest surface water bodies are two ponds (Fresh Pond and an unnamed pond) approximately 1,600 feet southwest of the site. There are also two unnamed ponds approximately 2,100 feet northeast of the subject property. There are no other surface water bodies or wetlands within one-half of a mile of the subject property. Ref.#020811_Rpt_RAM Comp 10-03 f Shell Service Station#137772 Geologic Services Corporation Page 3 According to the Barnstable Water Company, the municipal water supply for the town consists of 11 groundwater supply wells. The subject site is supplied with municipal water. The subject site is located within a MA DEP-approved Wellhead Protection Area(Zone lI)designated for three active wells located approximately 4,850 feet east by southeast, 5,150 feet east by southeast, and 5,350 feet east southeast of the subject property,respectively. These wells are on the Maher Electric property and are designated as Maher's 1,2,and 3. A water supply well is located approximately 3,600 feet northeast of the subject property at the Barnstable Municipal Airport. The wells in the vicinity of Mary Dunn Pond (designated Mary Dunn 1,2, 3, and 4) are located approximately 4,100 feet northeast,4,500 feet northeast,4,600 feet northeast, and 5,400 feet northeast,respectively. According to the Town of Barnstable Board of Health,the town does not maintain information regarding the locations or construction of private water supply wells. However,according to the Town of Barnstable Water Company,the two properties located northeast of the subject property are not serviced with public water. The property located immediately northeast of the subject property is a commercial building which houses New England Tile and the former Planet Earth,Inc. A phone conversation with the property owner confirmed that the building is not supplied with public water and they have a private supply well used for non-potable water. The next property to the northeast is operating as Bugs,Buses and Things, which according to the property owner is also not on public water. They also have a non- potable well. According to the property owner of the New England Tile property and a representative for the Bugs,Buses,and Things,the respective properties obtain drinking water from outside sources. Subsurface structures within 500 feet of the subject property include several half and full basements. Subsurface utility conduits located along the subject property include,but are not limited to, sewer,natural gas, water,and storm drainage. There are no underground telephone or electric lines, as these utilities are located overhead. According to the USGS Hyannis Quadrangle Topographic Map and GSC site reconnaissance,the closest school is located approximately 3,900 feet south of the subject property. According to the Geographic Information System(GIS)Map,the subject property is located within a Wellhead Protection Area. No other schools,institutions, or other environmentally sensitive areas are known within 2,000 feet of the subject property. 3.0 RELEASE ABATEMENT MEASURE ACTIVITIES The RAM Plan, dated June 11, 2003,was prepared to manage petroleum impacted soil during the removal of two hydraulic lifts. Ref. #020811_Rpt_RAM Comp 10-03 Shell Service Station#137772 Geologic Services Corporation Page 4 3.1 Hydraulic Lift Removal Hydraulic lift removal activities were completed on July 10, 2003. Both lifts that were removed showed no signs of structural compromise. Please refer to Attachment B for photographic documentation of the hydraulic lift removal activities. On-site inspections and field screening of excavated soil were performed using a photoionization detector(PID)equipped with a 10.6 electron volt(eV)lamp calibrated with an isobutylene span gas to yield total volatile organic compounds(VOCs)in parts per million by volume(ppmv)referenced as benzene. Soil headspace readings were collected in one-foot increments from one to eight feet below grade from all four sidewalls and the bottom of the excavation. Soil headspace readings ranged from non-detect(less than 1.0 ppmv)to 5.3 ppmv with the highest readings collected at approximately four feet below grade. During the subsurface activities, soil samples were collected from the sidewalls of the excavation area, at approximately eight feet below grade. A bottom soil sample was collected at,a depth of approximately eight and one half feet below grade. All collected soil samples were submitted to Accutest Laboratories, Inc. (Accutest)of Marlborough,Massachusetts for analysis of extractable petroleum hydrocarbons(EPH),polynuclear aromatic hydrocarbons (PAH), and polychlorinated biphenyls(PCB's) via MA DEP-approved methods. Soil analytical results are summarized in Tables 1 and 2 and complete laboratory analytical data is enclosed in Attachment D. Locations of soil samples are illustrated on Figure 3 (Attachment A). 3.2 Management of Remediation Waste Based on soil screening data collected in the field yielding no PID response greater than 5.3 ppmv, as well as a lack of visual or olfactory indications of petroleum impact, all excavated soil was determined to be of type"C"soil, as classified in the RAM plan submitted the MA DEP on June 11, 2003, and approved for backfilling on site. Prior to the removal of the lifts,all of the hydraulic oil that remained in the system lines and the lifts themselves was pumped out of and transported offsite under subcontractor oversight. No remediation waste was generated during RAM activities. 4.0 SUMMARY AND FINDINGS The objective of this RAM,the management of petroleum-impacted soil during the removal of two hydraulic lifts,has been met. Thus, the RAM described herein is considered complete pursuant to 310 CMR 40.0446(2). Future response actions will continue to be conducted at this site under RTN 4- 17651 in accordance with 310 CMR 40.000. Ref. #020811_Rpt_RAM Comp 10-03 ATTACHMENT A Figures IN ��- f i 00 > 1��, � 7r,'• � � �ft R,.,DQ - P AMP AMW Jog VIP- or � ®i •i �---'- -. ice. - �Q+E - e ff�3 I � �g�JIM � 1 —,it, 1000 0 1000 2000 3000 4000 Feet � ■1 1111111111111411111.1 111111111111111.111111• 111.11.111111111111111 11111111111ill 11111111111 •t111111111111111111111 UTM 1.1/111111111.11•••1••1 11 1111.111 1 iii11111.111 1111111 1 111■ 1 11 1.1 COORDINATES: 613 1 1 QUADRANGLE • • 1 • ' LONGITUDE: 0• ZONE 1 Notes: FIGURE 1 1. Topographic • • 1 measured 1 meters. • / LAN STATIONSHELL SERVICE 2. Topographic contour miterval= 10 meters. 590 IYANNOUGH ROAD GEOLOGIC • • >r • r i • 1: '1 i r—GRASS--j AREA UST \ BUILDING F/O UST—,-.,' !LIFT #rNE LIFT 2 NE x � LIFT #2 NW # r LIFT #1 N LIFT #2 E j l UST I LIFT 1 BOTTOM I _:I I I IAREPI� I `► # LIFT #1 SW IFT #� 2 SW I I I I I I LIFT #1 SE LIFT #2 BOTTOM l 1 l ) l CANOPY GT-4 ' ASPHALT I I \ I I DISPENSER I I GT-1 ISLANDS I I I I 0 20 Scale in feet KEY —-— PROPERTY BOUNDARY F/O FUEL OIL FIGURE 3 MONITORING WELL U/0 USED OIL PORAFTED N—SITU SOIL SAMPLE LOCATION PLAN UNDERGROUND SHELL SERVICE STATION IN—SITU SOIL UST STORAGE TANK 590 IYANNOUGH ROAD SAMPLE LOCATION HYANNIS, MASSACHUSETTS — APPROXIMATE LIMIT X FENCE LINE 020811.011NSITU CHECKED BY: i OF EXCAVATION Y: CD A l: DA : — GEOLOGIC SERVICES CORPORATION SC FIELD RECONNAISSANCE t Hydrogeologists and Environmental Scientists 15 Bonazzoli Avenue • Hudson, MA 01749 • (978)568-8740 ATTACHMENT B Photo Documentation + ! 4 g l 1 Fy IN Psi AM d a. .� rV' d 1 , � eid� "�Gyfa4 .y, "1i•"r, .. • •: 3 • • rem Zol WWW: s �r v �i� r r X . tt ME -- Or .aell `�� -R xs • 1 1: 1 • • • 1 1 1 • ® • • •••••' • • 1 • 4 w54 . iri •+�' ^' �• ;. � � n �s '� ��� `far N�. �• S� s�;. a r�#"'�S.�;��' `ern �.�:' i :$ k�?�,� s 4=` ter gaY r r r Ri� ' _ #prt�n x^ �'i,._' �• j 3 3 � a?_p' t .eb.':a. „r.... � I M-f�NA • 1 1 ® •—s i• • • • • ATTACHMENT C Tables Page 1 of 1 TABLE 1 ' In-Situ Soil Sample Analytical Results-Polynuclear Aromatics and Extractable Petroleum Hydrocarbons Shell Service Station#137772 590Iyannough Road Hyannis,MA July 10,2003 Sample Date Depth Anthracene B(a)A B(a)P B(b)F B(g,h,i)P B(k)F Chrysene Napthalene Fluoranthen Fluorene I(1,2,3-cd)P 2-Methyl- Phen- Pyrene C �- l8 C C ID 19' 36 CII'Crr naphthalene anthrene Aliphatics Aliphatics Aromatics (ft) (ug/g) (ug/g) (ug/g) (ug/g) (ug/g) (ug/g) (ug/ ) (ug/g) (ug/g) (ug/g) (ug/g) (ug/g) (ug/g) (ug/g) (ug/g) (ug/g) (ug/g) MCP Soil Standard S-1/GW-I 1,000 0.7 0.7 0.7 1,000 7.0 7.0 4.0 2,000 400 0.7 4.0 700 700 1,000 2,500 200 MCP Soil Standard S-1/GW-2 1,000 0.7 0.7 0.7 1,000 7.0 7.0 100 1,000 1,000 0.7 500 1,000 700 1,000 2,500 Soo MCP Soil Standard S-1/GW-3 1,000 0.7 0.7 0.7 1,000 7.0 7.0 100 1,000 1,000 0.7 500 1,000 700 1,000 2,500 800 MCP Soil Standard S-3/GW-1 5,000 4.0 0.7 4.0 2,500 40 40 400 2,000 400 4.0 4.0 700 1,000 5,000 51000 200 MCP Soil Standard S-3/GW-2 5,000 1 4.0 0.7 4.0 2,500 40 40 10000 5,000 5,000 4.0 2,000 2,500 5.000 5,000 5,000 500 MCP Soil Standard S-3/GW-3 5,000 4.0 0.7 4.0 2,500 40 40 1000 1,000 4,000 4.0 1,000 100 5.000 5,000 5,000 5,000 LIFT#1 BOTTOM 7/10/03 8.5 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 <0.49 <5.9 19.7 <17 LIFT#1 NE 7/10/03 8 <0.56 70.56 <0.56 <0.56 <0.56 <0.56 <0.56 <0.56 <0.56 <0.56 <0.56 <0.56 <0.56 <0.56 <6.8 <9.0 <19 LIFT#1 NW 7/10/03 8 <0.5 <0.5 <0.5 <0.5 70.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <6.0 10.1 <17 LIFT#1 SE 7/10/03 8 <0.54 <0.54 <0.54 <0.54 <0.54 <0.54 <0.54 <0.54 <0.54 <0.54 <0.54 <0.54 <0.54 <0.54 <6.4 20.6 <18 LIFT#1 SW 7/10/03 8 <0.51 <0.51 <0.51 <0.51 <0.51 <0.51 <0.51 <0.51 <0.51 1 <0.51 <0.51 1 <0.51 <0.51 <0.51 <6.1 1 12 <17 LIFT#2 BOTTOM 7/10/03 8.5 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <1.52 <0.52 <0.52 <0.52 <0.52 <6.2 <8.3 <18 LIFT#2 NE 7/10/03 8 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 LIFT#2 NW 7/10/03 8 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 <0.52 55.4 1410 502 LIFT#2 SE 7/10/03 8 <0.51 <0.51 <0.51 <0.51 LIFT#2 SW 7/1/03 8 <0.53 <0.53 Notes: ug/g-micrograms per gram(parts per million) MCP-Massachusetts Contigency Plan MTBE-methyl tertiary butyl ether <0.6-not detected(method detection limit included) MCP Soil Standard-Massachusetts Contigency Plan Method 1 Risk Characterization Standard for soil B(a)A-Benzo(a)anthracene B(a)P-Benzo(a)pyrene B(b)F-Benzo(b)fluoranthene B(g,h,i)P-Benzo(g,h,i)perylene B(k)F-Benzo(k)fluoranthene GEOLOGIC SERVICES CORPORATION 9/30/2003 science,engineering,&technology Ref.#020811_Tbl_soil-pah-eph 15 Bonazzoli Ave.,Hudson,MA Page 1 of I Table 2 In-Situ Soil Sample Analytical Results-Polychlorinated Biphenyls Shell Service Station#137772 590 Iyannough Road Hyannis,Massachusetts July 10,2003 Sample Date Depth Aroclor 1016 Aroclor 1221 Aroclor 1232 Aroclor 1242 Aroclor 1248 Aroclor 1254 Aroclor 1260 ID (ft) (ng/g) (ug/g) (ng/g) (ng/g) (ug/g) (ug/g) (ng/g) MCP Soil Standard S-1/GW-2 40 500 500 500 100 100 100 MCP Soil Standard S-1/GW-3 40 500 500 500 100 100 100 MCP Soil Standard S-3/GW-2 100 500 2,500 500 200 1,000 500 MCP Soil Standard S-3/GW-3 200 2,500 500 2,500 200 1,000 500 LIFT#1 BOTTOM 7/10/03 8.5 <0.1 <0.1 <0.1 <0.1 <0.1 <0.i <0.1 LIFT#1 NE 7/10/03 8 <0.11 <0.11 <0.11 <0.11 <0.1 I <0.11 <0.I I LIFT#1 NW 7/10/03 8 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 LIFT#1 SE 7/10/03 8 <0.1 <0.I <0.1 <0.1 <0.1 <0.1 <0.1 LIFT#1 SW 7/10/03 8 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 LIFT#2 BOTTOM 7/10/03 8 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 LIFE#2 NE 7/10/03 8 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 LIFT#2 NW 7/10/03 8 <0.11 <0.11 <0.11 <0.1 1 <0.11 <0.11 E<O. LIFT#2 SE 7/10/03 8 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 LIFT#2 SW 7/10/03 8 <0.11 <0.11 <0.11 <0.11 <0.11 <0.11 I I Notes: ug/g-micrograms per gram(parts per million) <0.1-not detected(method detection limit included) MCP-Massachusetts Contigency Plan MCP Soil Standard-Massachusetts Contigency Plan Method 1 Risk Characterization Standard for soil 9/30/2003 GEOLOGIC SERVICES CORPORATION science,engineering,&technology Ref.#020811_Tbl_soil-PCBs 15 Bonazzoli Ave.,Hudson,MA 1 ATTACHMENT D Soil Laboratory Analytical Data New England 07/28/03 12ACCUTESE 174 Uu< eChII1ICa Repot fOT Equiva Services GSCMA:98997780 590 Iyannough Rd., Hyannis, MA 020811 Accutest Job Number: M33153 Report to: Geologic Services Corporation 15 Bonazzoli Avenue Hudson, MA 01749 ATTN: Blake Thompson Total number of pages in report: 33 `4 u f Test results contained within this data package meet the requirements /eza d of the National Environmental Laboratory Accreditation Conference Lab Director and/or state specific certification programs as applicable. Certifications: MA(M-MA136) CT(PH-0109) NH(250203) RI(00071) ME(MA136) FL(E87579) NY(11791) NJ(MA926) IL(000589) NAVY USACE This report shall not be reproduced,except in its entirety, without the written approval of Accutest Laboratories. New England 0 495 Tech Center West 0 Building 1 0 Marlborough,MA 01752 0 tel: 508-481-6200 0 fax: 508-481-7753 0 http://www.accutest.com Accutest Laboratories Sample Summary Equiva Services Job No: M33153 GSCMA:98997780 590 Iyannough Rd., Hyannis, MA Project No: 020811 ...................... ......... Co xd Sample Matrix Client Number Date Time By Received Code Type Sample ID M331.53 1 07/10/03 10:30DG 07/14/03 SO Soil LIPT' 1Bf3TTOM , »::>::07/1 M33# <3: 0/03 10 4 . .. ... 0 DG 07/14/03 SO Soil HIT M3313= 3 _. . 07/10/ 03 10:5 0 DG 07/14/03 Soil >LI1�"I':#1>N�tl<>:< : >;> <>>:::::>>::>>:>::>::> <: ............................... 13 ;1:53:=4>: » 07/10/03 11:00 DG 07/14/03 SO Soil 07/10/03 11:10 DG 07/14/03 SO Soil LIFr: :1 :::::>::>::>::::>::::>::>::a:>::>::»>::>::>::::>::::>::::>: 6 M ...1.53 0 1.30 D _....:..::.::::: G 07/14/03 SO Soil ............................... aYI33 33=7<<i> 7 0 /10/0 1 3 1.40 D /03 SO Soil LIFT;::- NE:::<::::»:s»>:»>::>::::»>:<::<::<:>::<»::>:::::<:::::>::>::<;»:: ............................... r 31: ' �:8> 07/10/03 11:50 DG 7 1 0 / 4/03 SO Soil ..LIFT;#� 07/10/03 12.00 DG 07/14/03 SO Soil LIF`r:: »:<:::>::>::>::>:»:::::s:::>:<.........: 07/10.... /03 12:1 ZO..::. 0 DG 07/14/03 SO Soil >:>: :;::::< Soil samples reported on a dry weight basis unless otherwise indicated on result page. r , Accutest Laboratories Report of Analysis Page 1 of 1 Client Sample ID: LIFT#1 BOTTOM Lab Sample ID: M33153-1 Date Sampled: 07/10/03 Matrix: SO- Soil Date Received: 07/14/03 Method: MADEP EPH 98-1 SW846 3545 Percent Solids: 95.8. Project: GSCMA:98997780 590 lyannough Rd., Hyannis, MA . File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 P020970.1) 1 07/17/03 NM 07/16/03 OP5819 GP01506 Run#2 Initial Weight Final Volume Run#1 10.6 g 2.0 ml Run#2 CAS No. Compound Result RL Units Q 83-32-9 Acenaphthene li : > iiii ' 490 ug/kg 208-96-8 Acenaphthylene ND 490 ug/kg 120-12-7 Anthracene 1i i; >;<> 490 ug/kg 56-55-3 Benzo(a)anthracene ID > ' ': 490 ug/kg 50-32-8 Benzo(a)pyrene l ' ' > i' i 490 ug/kg 205-99-2 Benzo(b)fluoranthene 1?tI3490 ug/kg 191-24-2 Benzo(g,h,i)perylene NIA`:`:::;; s ` 490 ug/kg 207-08-9 Benzo(k)fluoranthene I3 < ;; ;; 490 ug/kg 218-01-9 C sene ' 490 ug/kg 53-70-3 Dibenz(a,h)anthracene 1ID' ><; ;;=490 ug/kg 206-44-0 Fluoranthene Il >i> 490 ug/kg 86-73-7 Fluorene ND:;,:::,:;:.:;.;;. 490 ug/kg 193-39-5 Indeno(1,2,3-cd)pyrene Ii` 490 ug/kg 91-57-6 2-Methylnaphthalene 1D 490 ug/kg 91-20-3 Naphthalene 490 ug/kg 85-01-8 Phenanthrene 490 ug/kg 129-00-0 rene .; PY SIX?::% <;;<' ? 490 ug/kg CI I-C22 Aromatics(Unadj.) ''; '' 17000 ug/kg C9-C18 Aliphatics 5900 ug/kg C19-06 Aliphatics 19a0 ' ' > 7900 ug/kg C 11-C22 Aromatics 1 >' ! `` 17000 ug/kg CAS No. Surrogate Recoveries Run#1 Run#2 Limits 84-15-1 o-Terphenyl Ia 40-140% 321-60-8 2-Fluorobiphenyl 64 40-140% 580-13-2 2-Bromonaphthalene '< 40-140% 3386-33-2 1-Chlorooctadecane 1f12Io ' ' 40-140% ......................... ......................... ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound i Accutest Laboratories ' Report of Analysis Page 1 of 1 Client Sample ID: LIFT#1 BOTTOM Lab Sample ID: - M33153-1 Date Sampled: 07/10/03 Matrix: SO- Soil Date Received: 07/14/03 Method: SW846 8082 SW846 3545 Percent Solids: 95.8 Project: GSCMA:98997780 590 Iyannough Rd., Hyannis, MA File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 YZ14956.1) 1 07/20/03 CZ 07/15/03 OP5811 GYZ499 Run#2 Initial Weight Final Volume Run#1 15.0 g 10.0 nil Run#2- PCB List CAS No. Compound Result RL Units Q ........................... 12674-11-2 Aroclor 1016 1i13 <ii 100 ug/kg 11104-28-2 Aroclor 1221 1 > ; '' IW ug/kg 11141-16-5 Aroclor 1232 +II > 100 ug/kg 53469-21-9 Aroclor 1242 II ': ''' ''; 100 ug/kg 12672-29-6 Aroclor 1248 l) ''<>' 100 ug/kg 11097-69-1 Aroclor 1254 lti 100 ug/kg 11096-82-5 Aroclor 1260 ND;;;< ;;<' 100' ug/kg CAS No. Surrogate Recoveries Run#1 Run#2 Limits 877-09-8 Tetrachloro-m-xylene 7A 1oi> 18-135% 877-09-8 Tetrachloro-m-xylene 6................... 18-135% ......................... ......................... 2051-24-3 Decachlorobiphenyl9i 30-154% 2051-24-3 Decachlorobiphenyl 1w 30-154% ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound r Accutest Laboratories Report of Analysis Page 1 of 1 Client Sample ID: LIFT#1 NE Lab Sample ID: M33153-2 Date Sampled: 07/10/03 Matrix: SO- Soil Date Received: 07/14/03 Method: MADEP EPH 98-1 SW846 3545 Percent Solids: 86.7 Project: GSCMA:98997780 590 Iyannough Rd., Hyannis, MA 17 File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 PO20971.1) 1 07/17/03 NM 07/16/03 OP5819 GPO1506 Run#2 Initial Weight Final Volume Run#1 10.2 g 2.0 ml Run#2 CAS No. Compound Result RL Units Q 83-32-9 Acenaphthene hI >> < 560 ug/kg 208-96-8 Acenaphthylene 1i;;> '`;i is 560 ug/kg 120-12-7 Anthracene ND' <?;> >` ' 560 ug/kg 56-55-3 Benzo(a)anthracene Il ` i<' 560 ug/kg 50-32-8 Benzo(a)pyrene NIA 560 ug/kg 205-99-2 Benzo(b)fluoranthene Nl > ' ; 560 ug/kg 191-24-2 Benzo(g,h,i)perylene ICI):'';:; 560 ug/kg 207-08-9 Benzo(k)fluoranthene 11 560 ug/kg 218-01-9 Chrysene >1'3I);; ; ; 560 ug/kg 53-70-3 Dibenz(a,h)anthracene iD i560 ug/kg 206-44-0 Fluoranthene p `' 560 ug/kg 86-73-7 Fluorene „ITD 560 ug/kg 193-39-5 Indeno(1,2,3-cd)pyrene 1T3 > ; 560 ug/kg 91-57-6 2-Methylnaphthalene NI3 560 ug/kg 91-20-3 Naphthalene I13 >' ' «560 ug/kg 85-01-8 Phenanthrene 560 ug/kg 129-00-0 Pyrene T >' `''' 560 ug/kg C11-C22 Aromatics (Unadj.) Il <>i `> > 19000 ug/kg C9-C18 Aliphatics gip;::':;:::';':!:':::; 6800 ug/kg C19-C36 Aliphatics I*i i > !' 9000 ug/kg C I I-C22 Aromatics '+]D >' < 19000 ug/kg CAS No. Surrogate Recoveries Run# 1 Run#2 Limits 84-15-1 o-Terphenyl lS;% 40-140% 321-60-8 2-Fluorobiphenyl 40-140% 580-13-2 2-Bromonaphthalene '% 40-140% 3386-33-2 1-Chlorooctadecane 11 ' 0 40-140% ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound I � r Accutest Laboratories Report of Analysis Page 1 of 1 Client Sample ID: LIFT#1 NE Lab Sample ID: M33153-2 Date Sampled: 07/10/03 Matrix: SO- Soil Date Received: 07/14/03 Method: SW846 8082 SW846 3545 Percent Solids: 86.7 Project: GSCMA:98997780 590 Iyannough Rd., Hyannis, MA File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 YZ 14945.D 1 07/20/03 CZ 07/15/03 OP5811 GYZ499 Run#2 Initial Weight Final Volume Run#1 15.4 g 10.0 ml Run#2 PCB List CAS No. Compound Result RL Units Q ........................... 12674-11-2 Aroclor 1016 lIp > > 110 ug/kg ........................... ........................... 11104-28-2 Aroclor 1221 1I);; ;;<;;; 110 ug/kg ........................... ........................... 11141-16-5 Aroclor 1232 ID< i < 110 ug/kg 53469-21-9 Aroclor 1242 I1 >'<« '' > 110 ug/kg 12672-29-6 Aroclor 1248 1`'13' 110 ug/kg 11097-69-1 Aroclor 1254 1tit <>> ' 110 ug/kg 11096-82-5 Aroclor 1260 r+ID ;;>;; ;;; ` 110 ug/kg CAS No. Surrogate Recoveries Run#1 Run#2 Limits 877-09-8 Tetrachloro-m-xylene ; 18-135% ......................... ......................... 877-09-8 Tetrachloro-m-xylene 18-135% .....................:... ......................... 2051-24-3 Decachlorobiphenyl ...... ; 30-154% 2051-24-3 Decachlorobiphenyl 941`i'i'i> 30-154% ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound Accutest Laboratories Report of Analysis Page lofl Client Sample ID: LIFT#1 NW Lab Sample ID: M33153-3 Date Sampled: 07/10/03 Matrix: SO- Soil Date Received: 07/14/03 Method: MADEP EPH 98-1 SW846 3545 Percent Solids: 95.5 Project: GSCMA:98997780 590 Iyannough Rd., Hyannis, MA File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 PO20972.1) 1 07/17/03 NM 07/16/03 OP5819 GPO1506 Run#2 Initial Weight Final Volume Run#1 10.5 g 2.0 mil Run#2 CAS No. Compound Result RL Units Q ...I....................... 83-32-9 Acenaphthene Di 500 ug/kg 208-96-8 Acenaphthylene N1?;' ' ; 500 ug/kg ........................... .................-........ 120-12-7 Anthracene ND';';;<;< i 500 ug/kg 56-55-3 Benzo(a)anthracene AID:::;::::;:;:::; ` 500 ug/kg 50-32-8 Benzo(a)pyrene 1 i ;i 500 ug/kg 205-99-2 Benzo(b)fluoranthene IUD;;:;:> ;'>; 5W ug/kg ........................... ........................... 191-24-2 Benzo(g,h,i)perylene D;; ;' > «;500 ug/kg 207-08-9 Benzo(k)fluoranthene D;; < ` 500 ug/kg 218-01-9 Chrysene 1aD> 500 ug/kg 53-70-3 Dibenz(a,h)anthracene II ; ; ;;; ; 500 ug/kg ..:........................ ........................... 206-44-0 Fluoranthene III3:; ; ;;< 500 ug/kg 86-73-7 Fluorene 1IID "y 500 ug/kg .:........:................ ........................... 193-39-5 Indeno(1,2,3-cd)pyrene I'I ;>> ' ; 500 ug/kg 91-57-6 2-Methylnaphthalene N <;< ; >; 500 ug/kg ........................... ........................... 91-20-3 Naphthalene Itp:`<' 500 ug/kg 85-01-8 Phenanthrene ID ;<;;;;»>'; 500 ug/kg ........................... ........................... 129-00-0 Pyrene ::-'ND:.; >; 'X. 500 ug/kg C11-C22 Aromatics(Unadj.) I�tI?' i> i;i i 17000 ug/kg C9-C18 Aliphatics I13' '' ' ' 6000 ug/kg C19-C36 Aliphatics A4¥Q4;>'ii? '' 8000 ug/kg ........................... ........................... C 11-C22 Aromatics 17000 ug/kg . ..... ........ CAS No. Surrogate Recoveries Run#1 Run#2 Limits ......................... 84-15-1 o-Terphenyl ;€ i; 40-140% 321-60-8 2-Fluorobiphenylo';;; ;;; ; 40-140% 580-13-2 2-Bromonaphthalene Q' 40-140 3386-33-2 1-Chlorooctadecane Y1` '> !. 40-140% ......................... ......................... ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound Accutest Laboratories Report of Analysis Page 1 of 1 Client Sample ID: LIFT#1 NW Lab Sample ID: M33153-3 Date Sampled: 07/10/03 Matrix: SO - Soil Date Received: 07/14/03 Method: SW846 8082 SW846 3545 Percent Solids: 95.5 Project: GSCMA:98997780 590 Iyannough Rd., Hyannis, MA File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 YZ14946.1) 1 07/20/03 CZ 07/15/03 OP5811 GYZ499 Run#2 Initial Weight Final Volume Run#1 15.2 g 10.0 nil Run#2 PCB List CAS No. Compound Result RL Units Q 12674-11-2 Aroclor 10161 ; `; j 100 ug/kg .......................:... ........................... 11104-28-2 Aroclor 1221 1 ;; ; < ;;'; 100 ug/kg 11141-16-5 Aroclor 1232 I1' ' 100 ug/kg 53469-21-9 Aroclor 1242 l 100 ug/kg 12672-29-6 Aroclor 1248 D: < 100 ug/kg 11097-69-1 Aroclor 1254 ht ;'>a< 100 ug/kg 11096-82-5 Aroclor 1260100 ug/kg .. .. .......... CAS No. Surrogate Recoveries Run#1 Run#2 Limits ......................... 877-09-8 Tetrachloro-m-xylene > ! 18-135% 877-09-8 Tetrachloro-m-xylene ': ; 18-135% ......................... ......................... 2051-24-3 Decachlorobiphenyl R..:% > 30-154 2051-24-3 Decachlorobiphenyl 7ai: iiiiii 30-154% ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound Accutest Laboratories Report of Analysis Page 1 of 1 Client Sample ID: LIFT#1 SE Lab Sample ID: M33153-4 Date Sampled: 07/10/03 Matrix: SO - Soil Date Received: 07/14/03 Method: MADEP EPH 98-1 SW846 3545 Percent Solids: 92.6 Project: GSCMA:98997780 590 Iyannough Rd., Hyannis, MA File ID DF Analyzed By Prep Date. Prep Batch Analytical Batch Run#1 P020973.1) 1 07/17/03 NM 07/16/03 OP5819 GP01506 Run#2 Initial Weight Final Volume Run#1 10.1 g 2.0 ml Run#2 CAS No. Compound Result RL Units Q 83-32-9 Acenaphthene Di ;:::><; 540 ug/kg 208-96-8 Acenaphthylene >;htDl ; !".:. 540 ug/kg ........................... 120-12-7 Anthracene ; I3 : ;;: ''; 540 ug/kg 56-55-3 Benzo(a)anthracene N > ';': 540 ug/kg ........................... 50-32-8 Benzo(a)pyrene <; ;;> `; 540 ug/kg 205-99-2 Benzo(b)fluoranthene TTT ;: ; 540 ug/kg ........................... ........................... 191-24-2 Benzo(g,h,i)perylene 1ID: << :>:>>< 540 ug/kg 207-08-9 Benzo(k)fluoranthene tT)< : < 540 ug/kg ........................... .................I........ . 218-01-9 Chrysene NTH::: ::;:;;:; > 540 ug/kg 53-70-3 Dibenz(a,h)anthracene III)< <;;ii;iii : 540 ug/kg 206-44-0 Fluoranthene ;ND ! 540 ug/kg 86-73-7 Fluorene I1 .:;;... 540 ug/kg 193-39-5 Indeno(1,2,3-cd)pyrene hID; >; 540 ug/kg 91-57-6 2-Methylnaphthalene N : ; <: 540 ug/kg ............ ........................... 91-20-3 Naphthalene ND : ' 540 ug/kg 85-01-8 Phenanthrene D:ii : 540 ug/kg ............:.............. ........................... 129-00-0 Pyrene NTH:;:::':;::::::;::::;:> 540 ug/kg C11-C22 Aromatics (Unadj.) I : >i<: 18000 ug/kg C9-C18 Aliphatics 6400 ug/kg C19-06 Aliphatics600< >: : 8600, ug/kg C11-C22 Aromatics N1 «>:>`' :>; 18000 ug/kg CAS No. Surrogate Recoveries Run# 1 Run#2 Limits 84-15-1 o-Terphenyl 1pA;° `> ' 40-140% 321-60-8 2-Fluorobiphenylii'ii 40-140% ......................... ......................... 580-13-2 2-Bromonaphthalene Cif :: > ':: 40-140% ......................... 3386-33-2 1-Chlorooctadecane0 . > ': 40-140% IND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound 9 Accutest Laboratories Report of Analysis Page 1 of 1 Client Sample ID: LIFT#1 SE Lab Sample ID: M331534 Date Sampled: 07/10/03 Matrix: SO- Soil Date Received: 07/14/03 Method: SW846 8082 SW846 3545 Percent Solids: 92.6 Project: GSCMA:98997780 590 Iyannough Rd., Hyannis, MA File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 YZ14949.1) 1 07/20/03 CZ 07/15/03 OP5811 GYZ499 Run#2 Initial Weight Final Volume Run#1 15.5 g 10.0 nil Run#2 PCB List CAS No. Compound Result RL Units Q ........................... 12674-11-2 Aroclor 1016 Ip;; 100 ug/kg ........................... ........................... 11104-28-2 Aroclor 1221 :.ND*:.:.'::;...-:::::: 100 ug/kg 11141-16-5 Aroclor 1232 N1 ;<> < > 100 ug/kg 53469-21-9 Aroclor 1242 NIA ': : ` 100 ug/kg :':' ') ;12672-29-6 Aroclor 1248 1W ug/kg ........................... ........................... 11097-69-1 Aroclor 1254 1 ;: ; : : 1W ug/kg 11096-82-5 Aroclor 1260 1i] :> < `' `` 100 ug/kg CAS No. Surrogate Recoveries Run#1 Run#2 Limits 877-09-8 Tetrachloro-m-xylene 7 ;: ;>; 18-135% 877-09-8 Tetrachloro-m-xylene % << 18-135% ......................... .....I................... 2051-24-3 DecachlorobiphenylEl% <<iiiii 30-154% ......................... 2051-24-3 Decachlorobiphenyl 1 ? 30-154% ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound f Accutest Laboratories Report of Analysis Page I of I Client Sample ID: LIFT#1 SW Lab Sample ID: M33153-5 Date Sampled: 07/10/03 Matrix: SO- Soil Date Received: 07/14/03 Method: MADEP EPH 98-1 SW846 3545 Percent Solids: 95.2 Project: GSCMA:98997780 590 Iyannough Rd., Hyannis, MA File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 PO20974.1) 1 07/17/03 NM 07/16/03 OP5819 GPO1506 Run#2 Initial Weight Final Volume Run#1 10.3 g 2.0 nil Run#2 CAS No. Compound Result RL Units Q 83-32-9 Acenaphthene U 510 ug/kg 208-96-8 Acenaphthylene Np ;.;,.:; 510 ug/kg 120-12-7 Anthracene 510 ug/kg 56-55-3 Benzo(a)anthracene >;;> 510 ug/kg 50-32-8 Benzo(a)pyrene IID510 ug/kg 205-99-2 Benzo(b)fluoranthene Ik > _>' 510 ug/kg 191-24-2 Benzo(g,h,i)perylene Ik1D' :' >; ; 510 ug/kg 207-08-9 Benzo(k)fluoranthene tID' >` :.:' 510 ug/kg 218-01-9 Chrysene ND 510 ug/kg 53-70-3 Dibenz(a,h)anthracene NI3 510 ug/kg 206-44-0 Fluoranthene IDi ; ;; 510 ug/kg 86-73-7 Fluorene lr ' 510 ug/kg 193-39-5 Indeno(1,2,3-cd)pyrene 1T? >_<" 510 ug/kg 91-57-6 2-Methylnaphthalene 1I` ` >>>>' 510 ug/kg 91-20-3 Naphthalene 1II):;;';;': 510 ug/kg 85-01-8 Phenanthrene 1\iD::' ; ! 510 ug/kg 129-00-0 Pyrene 1I) 510 ug/kg CI I-C22 Aromatics (Unadj.) 17000 ug/kg C9-C 18 Aliphatics D i' ;' 6100 ug/kg C19-C36 Aliphatics r (Jt;J '€ 8100 ug/kg C11-C22 Aromatics ND 17000 ug/kg CAS No. Surrogate Recoveries Run#1 Run#2 Limits 84-15-1 o-Terphenyl 1;Q ° ! 40-140% ........................ 321-60-8 2-Fluorobiphenyl tr$ >': 40-140% ......................... 580-13-2 2-Bromonaphthalene <; 40-140% ......................... 3386-33-2 1-Chlorooctadecane9'0 ; ; 40-140% ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound Accutest Laboratories ' Report of Analysis Page I of 1 Client Sample ID: LIFT#1 SW Lab Sample ID: M33153-5 Date Sampled: 07/10/03 Matrix: SO- Soil Date Received: 07/14/03 Method: SW846 8082 SW846 3545 Percent Solids: 95.2 Project: GSCMA:98997780 590 Iyannough Rd., Hyannis, MA File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 YZ14950.1) 1 07/20/03 CZ 07/15/03 OP5811 GYZ499 Run#2 Initial Weight Final Volume Run#1 15.4 g 10.0 nil Run#2 PCB List CAS No. Compound Result RL Units Q ............I--......... ........................... 12674-11-2 Aroclor 1016 I1) ii 100 ug/kg 11104-28-2 Aroclor 1221 >< ;<'>; 100 ug/kg ........................... ........................... ........................... 11141-16-5 Aroclor 1232 1 `; ; 100 ug/kg ........................... ........................... 53469-21-9 Aroclor 1242 ; ; < 100 ug/kg :.......................... ........................... ........................... 12672-29-6 Aroclor 1248 ICI):;!;;::>; ; 100 ug/kg ........................... ..........-............... 11097-69-1 Aroclor 1254 ltnr; i ; 100 ug/kg ....:...................... ........................... ........................... 11096-82-5 Aroclor 1260 NT); ;;<;; 100 ug/kg CAS No. Surrogate Recoveries Run#1 Run#2 Limits ......................... ......................... 877-09-8 Tetrachloro-m-xylene 79 18-135% 877-09-8 Tetrachloro-m-xylene 9%; ; 18-135% ......................... ......................... ......................... 2051-24-3 Decachlorobiphenyli%i <<<'ii 30-154% 2051-24-3 Decachlorobiphenyl 1€ ;% ri>;; 30-154% ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound I Accutest Laboratories Report of Analysis Page 1 of 1 Client Sample ID: LIFT 02 BOTTOM Lab Sample ID: M33153-6 Date Sampled: 07/10/03 Matrix: SO- Soil Date Received: 07/14/03 Method: MADEP EPH 98-1 SW846 3545 Percent Solids: 94.2 Project: GSCMA:98997780 590 Iyannough Rd., Hyannis, MA File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 PO20975.1) 1 07/17/03 NM 07/16/03 OP5819 GPO1506 Run#2 Initial Weight Final Volume Run#1 10.3 g 2.0 nil Run#2 CAS No. Compound Result RL Units Q 83-32-9 Acenaphthene 1T520 ug/kg 208-96-8 Acenaphthylene 520 ug/kg 120-12-7 Anthracene D; ; 520 ug/kg 56-55-3 Benzo(a)anthracene 1tiD 520 ug/kg 50-32-8 Benzo(a)pyrene 520 ug/kg 205-99-2 Benzo(b)fluoranthene N1 520 ug/kg 191-24-2 Benzo(g,h,i)perylene I13 < 520 ug/kg 207-08-9 Benzo(k)fluoranthene 520 ug/kg 218-01-9 Chrysene >< ';; 520 ug/kg 53-70-3 Dibenz(a,h)anthracene 1520 ug/kg 206-44-0 Fluoranthene hID>< i '> 520 ug/kg 86-73-7 Fluorene NIA> >':': '; ; 520 ug/kg 193-39-5 Indeno(1,2,3-cd)pyrene D ``" <» 520 ug/kg 91-57-6 2-Methylnaphthalene ITt`<% r > ` 520 ug/kg 1-20-3 Naphthalene ND 520 ug/kg 85-01-8 Phenanthrene 520 ug/kg 129-00-0 Pyrene 11 ' i ;;< 520 ug/kg C11-C22 Aromatics (Unadj.) 18000 ug/kg C9-C18 Aliphatics N. 6200 ug/kg C19-06 Aliphatics J46 `< < 8300 ug/kg C 11-C22 Aromatics IA'> '; >' 18000 ug/kg CAS No. Surrogate Recoveries Run#1 Run#2 Limits 84-15-1 o-Terphenyl 1 40-140% 321-60-8 2-Fluorobiphenyl ; >` 40-140% 580-13-2 2-Bromonaphthalene ;; ' `' 40-140% 3386-33-2 1-Chlorooctadecane 1ao' "';' 40-140% ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound Accutest Laboratories Report of Analysis Page 1 of 1 Client Sample ID: LIFT#2 BOTTOM Lab Sample ID: M33153-6 Date Sampled: 07/10/03 Matrix: SO- Soil Date Received: 07/14/03 Method: SW846 8082 SW846 3545 Percent Solids: 94.2 Project: GSCMA:98997780 590 Iyannough Rd., Hyannis, MA File ID DF Analyzed By Prep Date, Prep Batch Analytical Batch Run#1 YZ14951.1) 1 07/20/03 CZ 07/15/03 OP5811 GYZ499 Run#2 Initial Weight Final Volume Run#1 15.6 g 10.0 ml Run#2 PCB List CAS No. Compound Result RL Units Q 12674-11-2 Aroclor 1016 I)' "; << 100 ug/kg 11104-28-2 Aroclor 1221 1tY.:: ::: : _ 100 ug/kg 11141-16-5 Aroclor 1232 II ! 100 ug/kg 53469-21-9 Aroclor 1242 Ili 100 ug/kg 12672-29-6 Aroclor 1248 1'13' i; > '`'` 100 ug/kg 11097-69-1 Aroclor 1254 In >r ` 100 ug/kg 11096-82-5 Aroclor 1260 1I):;;:;:;:<::;:;; 100 ug/kg CAS No. Surrogate Recoveries Run#1 Run#2 Limits 877-09-8 Tetrachloro-m-xylene 18-135% 877-09-8 Tetrachloro-m-xylenel '` 18-135% 2051-24-3 Decachlorobiphenyl 6 ;> 30-154% ......................:. 2051-24-3 Decachlorobiphenylo 30-154% ND = Not detected J = Indicates an estimated value RL = Reporting Limit P g B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence g p p of a compound f Accutest Laboratories Report of Analysis Page 1 of 1 Client Sample ID: LIFT#2 NE Lab Sample ID: M33153-7 Date Sampled: 07/10/03 Matrix: SO- Soil Date Received: 07/14/03 Method: MADEP EPH 98-1 SW846 3545 Percent Solids: 96.0 Project: GSCMA:98997780 590 Iyannough Rd., Hyannis, MA File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 P020977.1) 1 07/18/03 NM 07/16/03 OP5819 GP01506 Run#2 Initial Weight Final Volume Run#1 10.1 g 2.0 ml Run#2 CAS No. Compound Result RL Units Q 83-32-9 Acenaphthene 1TI '<; ;; 520 ug/kg 208-96-8 Acenaphthylene 520 ug/kg 120-12-7 Anthracene ND ; ; 520 ug/kg 56-55-3 Benzo(a)anthracene ' ?; 520 ug/kg 50-32-8 Benzo(a)pyrene 1i3` [ 520 ug/kg 205-99-2 Benzo(b)fluoranthene 520 ug/kg 191-24-2 Benzo(g,h,i)perylene IIl) ' > >;';; 520 ug/kg 207-08-9 Benzo(k)fluoranthene 520 ug/kg 218-01-9 Chrysene NIA 520 ug/kg 53-70-3 Dibenz(a,h)anthracene N1 >`< ; ; 520 ug/kg 206-44-0 Fluoranthene l'D> ` >>>520 ug/kg 86-73-7 Fluorene N ;»: 520 ug/kg 193-39-5 Indeno(1,2,3-cd)pyrene III `; `` ; ; 520 ug/kg 91-57-6 2-Methylnaphthalene ug/kg 91-20-3 Naphthalene NI)'; >;; ; ;i 520 ug/kg 85-01-8 Phenanthrene 520 ug/kg 129-00-0 rene Py Z+T ?'> ;; >' 520 ug/kg CII-C22 Aromatics(Unadj.) [ 1 ' < 18000 ug/kg C9-C18 Aliphatics 1D ;<; 6200 ug/kg C19-C36 Aliphatics 1 ': 8200 ug/kg CI I-C22 Aromatics ND ; 18000 ug/kg CAS No. Surrogate Recoveries Run#1 Run#2 Limits 84-15-1 o-Terphenyl 11 % ; 40-140% 321-60-8 2-Fluorobiphenyl ;; 40-140 580-13-2 2-Bromonaphthalene $ <; 40-140% 3386-33-2 1-Chlorooctadecane1C %''>> 40-140% ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound r Accutest Laboratories ' Report of Analysis Page 1 of 1 Client Sample ID: LIFT#2 NE Lab Sample ID: M33153-7 Date Sampled: 07/10/03 Matrix: SO- Soil Date Received: 07/14/03 Method: SW846 8082 SW846 3545 Percent Solids: 96.0 Project: GSCMA:98997780 590 Iyannough Rd., Hyannis, MA File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 YZ14939.1) 1 07/19/03 CZ 07/15/03 OP5811 GYZ499 Run#2 Initial Weight Final Volume Run#1 15.3 g 10.0 ml Run#2 PCB List CAS No. Compound Result RL Units Q 12674-11-2 Aroclor 1016 D ; ; 100 ug/kg 1 1 1 04-28-2 Aroclor 1221 jl ':.> 100 ug/kg 11141-16-5 Aroclor 1232 I+ 100 ug/kg 53469-21-9 Aroclor 1242 Nii............ii 100 ug/kg 12672-29-6 Aroclor 1248I13 100 ug/kg 11097-69-1 Aroclor 1254 11> <'<'<> 100 ug/kg 11096-82-5 Aroclor 1260 100 ug/kg ..................... . CAS No. Surrogate Recoveries Run#1 Run#2 Limits 877-09-8 Tetrachloro-m-xylene p; ;;; '! 18-135% ..................:...... 877-09-8 Tetrachloro-m-xylene $ >_ 18-135% ......................... ......................... 2051-24-3 Decachlorobiphenyl5% >; ;'' 30-154% 2051-24-3 Decachlorobiphenyl 9f '''' 30-154 ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound Accutest Laboratories Report of Analysis Page 1 of 1 Client Sample ID: LIFT#2 NW Lab Sample ID: M33153-8 Date Sampled: 07/10/03 Matrix: SO- Soil Date Received: 07/14/03 Method: MADEP EPH 98-1 SW846 3545 Percent Solids: 95.0 Project: GSCMA:98997780 590 Iyannough Rd., Hyannis, MA File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 PO20978.D 1 07/18/03 NM 07/16/03 OP5819 GPO1506 Run#2 Initial Weight Final Volume Run#1 10.2 g 2.0 nil Run#2 CAS'No. Compound Result RL Units Q 83-32-9 Acenaphthene 1T ; ; 520 ug/kg 208-96-8 Acenaphthylene N1 ..... ...:..:.: 520 ug/kg ..........................: ........................... 120-12-7 Anthracene 113: ; ;; ;>; ; 520 ug/kg 56-55-3 Benzo(a)anthracene D ; 520 ug/kg 50-32-8 Benzo(a)pyrene NIA::;:;::::::;:;:'' 520 ug/kg 205-99-2 Benzo(b)fluoranthene Nl >'` ` 520 ug/kg 191-24-2 Benzo(g,h,i)perylene hID ; ; i 520 ug/kg 207-08-9 Benzo(k)fluoranthene IxI >;' 520 ug/kg 218-01-9 Chrysene N7 ._ „ 520 ug/kg 53-70-3 Dibenz(a,h)anthracene hIT ; ;;; 520 ug/kg 206-44-0 Fluoranthene hID520 ug/kg 86-73-7 Fluorene t » > <' < 520 ug/kg 193-39-5 Indeno(1,2,3-cd)pyrene ZV << 520 ug/kg 91-57-6 2-Methylnaphthalene 51 >>> > 520 ug/kg hII3 >>> >< 520 ug/kg 91-20-3 Naphthalene 85-01-8 Phenanthrene 'i ' ; 520 ug/kg 129-00-0 Pyrene II1)' ; >> ! 520 ug/kg C11-C22 Aromatics (Unadj.) s'SfLQ < > 18000 ug/kg C9-C18 Aliphatics Spp[ ; '';i 6200 ug/kg ...............:........... ........................... C19-06 Aliphatics4OOQQ ' 8200 ug/kg ........................... ........................... C 11-C22 AromaticsE12t1O0' ` ; 18000 ug/kg CAS No. Surrogate Recoveries Run# 1 Run#2 Limits 84-15-1 o-Terphenyl lq 40-140% 321-60-8 2-Fluorobiphenyl ; ;1 ';< ;; 40-140% ......................... 580-13-2 2-Bromonaphthalene (5 > > 40-140% 3386-33-2 1-Chlorooctadecane 1€k< '> > 40-140% ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound r Accutest Laboratories Report of Analysis Page 1 of 1 Client Sample ID: LIFT#2 NW Lab Sample ID: M33153-8 Date Sampled: 07/10/03 Matrix: SO- Soil Date Received: 07/14/03 Method: SW846 8082 SW846 3545 Percent Solids: 95.0 Project: GSCMA:98997780 590 Iyannough Rd., Hyannis, MA File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 YZ 14940.D 1 07/19/03 CZ 07/15/03 OP5811 GYZ499 Run#2 Initial Weight Final Volume Run#1 15.0 g 10.0 ml Run#2 PCB List CAS No. Compound Result RL Units Q 1 2674-1 1-2 Aroclor 1016 atI3 > ;>; 110 ug/kg 11104-28-2 Aroclor 1221 I <; ; > 110 ug/kg 11141-16-5 Aroclor 1232 1' I ''''>'> `' 110 ug/kg 53469-21-9 Aroclor 1242 �1 ........` 110 ug/kg 12672-29-6 Aroclor 1248 13 110 ug/kg ........:.................. 11097-69-1 Aroclor 1254 1 <; ''>; '; 110 ug/kg 11096-82-5 Aroclor 1260 1ID;...:::::::: :.;; 110 ug/kg CAS No. Surrogate Recoveries Run# 1 Run#2 Limits ......................... 877-09-8 Tetrachloro-m-xylene $Q '>` 18-135% 877-09-8 Tetrachloro-m-xylene 77 18-135% ......................... 2051-24-3 Decachlorobiphenyl 30-154% 2051-24-3 Decachlorobiphenyl °i ;>;;> 30-154% ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound Accutest Laboratories Report of Analysis Page 1 of 1 Client Sample ID: LIFT#2 SE Lab Sample ID: M33153-9 Date Sampled: 07/10/03 Matrix: SO- Soil Date Received: 07/14/03 Method: MADEP EPH 98-1 SW846 3545 Percent Solids: 94.6 Project: GSCMA:98997780 590 Iyannough Rd., Hyannis, MA File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 PO20979.1) 1 07/18/03 NM 07/16/03 OP5819 GPO1506 Run#2 Initial Weight Final Volume Run#1 10.3 g 2.0 ml Run#2 CAS No. Compound Result RL Units Q 83-32-9 Acenaphthene ND.>; >> 510 ug/kg 208-96-8 Acenaphthylene < I3`>` ;<<> ' 510 ug/kg 120-12-7 Anthracene 13 . 510 ug/kg 56-55-3 Benzo(a)anthracene ND 510 ug/kg 50-32-8 Benzo(a)pyrene 1I7 <> 510 ug/kg 205-99-2 Benzo(b)fluoranthene hfT#'i` iii 510 ug/kg 191-24-2 Benzo(g,h,i)perylene 1D: > > > 510 ug/kg 207-08-9 Benzo(k)fluoranthene 510 ug/kg 218-01-9 Chrysene Nl 510 ug/kg 53-70-3 Dibenz(a,h)anthracene NIA:::> ; ;; 510 ug/kg 206-44-0 Fluoranthene 510 ug/kg 86-73-7 Fluorene ND :;:::: ; 510 ug/kg 193-39-5 Indeno(1,2,3-cd)pyrene AIII' 510 ug/kg 91-57-6 2-Methylnaphthalene 510 ug/kg 91-20-3 Naphthalene ; 510 ug/kg 85-01-8 Phenanthrene 510 ug/kg 129-00-0 Pyrene IUI «> > ` ? 510 ug/kg CII-C22 Aromatics(Unadj.) 17000 ug/kg C9-C18 Aliphatics Il) < ! '' 6100 ug/kg C19-C36 Aliphatics I) ;;;;;>; 8200 ug/kg C11-C22 Aromatics 17000 ug/kg CAS No. Surrogate Recoveries Run#1 Run#2 Limits 84-15-1 o-Terphenyl7% iiii ;; 40-140% 321-60-8 2-Fluorobiphenyl fa » 40-140% ......................... 580-13-2 2-Bromonaphthalene 40-140% 3386-33-2 1-Chlorooctadecane I0 %. . .,..; 40-140% ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound A II t` Accutest Laboratories ' Report of Analysis Page 1 of 1 Client Sample ID: LIFT#2 SE Lab Sample ID: M33153-9 Date Sampled: 07/10/03 Matrix: SO- Soil Date Received: 07/14/03 Method: SW846 8082 SW846 3545 Percent Solids: 94.6 Project: GSCMA:98997780 590 Iyannough Rd., Hyannis, MA File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run#1 YZ14941.1) 1 07/19/03 CZ 07/15/03 OP5811 GYZ499 Run#2 Initial Weight Final Volume Run#1 15.6 g 10.0 nil Run#2 PCB List CAS No. Compound Result RL Units Q 12674-11-2 Aroclor 1016 N13' ">>; 100 ug/kg 11104-28-2 Aroclor 1221 <1 t ;< «" 100........ ug/kg 11141-16-5 Aroclor 1232 IT > '' 100 ug/kg ..:........................ 53469-21-9 Aroclor 1242 100 ug/kg 12672-29-6 Aroclor 1248 < '> 100 ug/kg ........................... 11097-69-1 Aroclor 1254 ltn> `'' 100 ug/kg 11096-82-5 Aroclor 1260 Nl <; < < 100 ug/kg CAS No. Surrogate Recoveries Run# 1 Run#2 Limits 877-09-8 Tetrachloro-m-xylene 18-135% 877-09-8 Tetrachloro-m-xylene 0i 18-135% ...........:............. 2051-24-3 Decachlorobiphenyl2%»`'! 30-154% 2051-24-3 Decachlorobiphenyl lA % ;; ; 30-154% ......:...:............. ND = Not detected J = Indicates an estimated value RL = Reporting Limit B = Indicates analyte found in associated method blank E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound MADEP EPH FORM tX ' M A ueous Soil Sediment Other ` �► � , ` w.; Satisfacto :Broken Leaking eta s . 'eser5� tu `s N/A W PH <= 2 R PH > 2 �tf Received on Ice Received at 4 Deg. C F Other d Rec'd at 3.4 deg C tosl S W 8 4 6 3545 , Method for Ranges: MADEP EPH 98-1 Client ID: LIFT#1 BOTTOM Lab ID: M33153-1 Method for Targets: MADEP EPH 98-1 Date Collected: 7/10/2003 Date Received: 7/14/2003 EPH Surrogate Stds. Aliphatic: 1-Chlorooctadecane Date Extracted: First Date Run: Last Date Run: Aromatic o-Terphenyl 7/16/2003 7/17/2003 N/A EPH Fractionation 2-Fluorobiphenyl %Solids: Low Dilution: High Dilution: Surrogate Standards. 2-Bromonaphthalene 95.8 1 N/A Unadiusted Ranges CAS# Units Result RDL (3 C11-C22 Aromatics(Unadj.) ug/kg ND" 17000 Diesel PAH Analvtes 2-Methyinaphthalene 91-57-6 ug/kg ND 490 Phenanthrene 85-01-8 ug/kg ND 490 Acenaphthene 83-32-9 ug/kg ND 490 Naphthalene 91-20-3 ug/kg ND 490 Other Target PAH Analvtes Acenaphthylene 208-96-8 ug/kg ND 490 Anthracene 120-12-7 ug/kg ND 490 Benzo(a)anthracene 56-55-3 ug/kg ND 490 Benzo(a)pyrene 50-32-8 ug/kg ND 490 Benzo(b)fluoranthene 205-99-2 ug/kg ND 490 Benzo(g,h,i)perylene 191-24-2 ug/kg ND 490 Benzo(k)fluoranthene 207-08-9 ug/kg ND 490 Chrysene 218-01-9 ug/kg ND 490 Dibenz(a,h)anthracene 53-70-3 ug/kg ND 490 Fiuoranthene 206-44-0 ug/kg ND 490 Fluorene 86-73-7 ug/kg ND 490 indeno(1,2,3-cd)pyrene 193-39-5 ug/kg ND 490 Pyrene 129-00-0 ug/kg ND 490 Adjusted Ranges C9-C18 Aliphatics ug/kg ND^ 5900 C19-C36 Aliphatics ug/kg 19700 A 7900 C11-C22 Aromatics ug/kg ND a 17000 Surrogate Recoveries Acceptance Range 1-Chlorooctadecane % 102 40-140% o-Terphenyl % 104 40-140% 2-Fluorobiphenyl % 64 40-140% 2-Bromonaphthalene % 63 40-140% Footnotes A Hydrocarbon Range data exclude concentrations of any surrogate(s)and/or Internal standards eluting In that range B Hydrocarbon Range data exclude concentrations of any surrogate(s)and/or Internal standards eluting In that range. C11-C22 Aromatic Hydrocarbons exclude the concentration of Target PAH Analytes z A'J'qualifier Indicates an estimated value Were all QA/QC procedures REQUIRED by the VPH Method followed? V Yes ❑ No.Details Attatched Were all performance/acceptance standards for required QA/QC procedures achieved? ❑d Yes ❑ No-Details Attatched Were any significant modifications made to the VPH method,as specified in Sect.11.3? V No ❑ Yes-Details Attatched I attest under the pains and penalties of perjury that,based upon my inquiry of those individuals immediately responsible for obtainig the information,the material contained in this report is,to the best of my knowledge and belief,accurate and complete. Signature Postition Laboratory Director Printed Name Reza Tand Date 7/28/2003 MADEP EPH FORM A ueous F Soil Sediment Other ' E _ Satisfactory Broken Leaking z ma ��iS N/A H <=2 H > 2 Received on Ice n iReceived at 4 De- . C Other d Redd at 3.4 deg C 9I9 SW846 3545 Method for Ranges: MADEP EPH 98-1 Client ID: LIFT#1 NE Lab ID: M33153-2 Method for Targets: MADEP EPH 98-1 Date Collected: 7/10/2003 Date Received: 7/14/2003 EPH Surrogate Stds. Aliphatic: 1-Chlorooctadecane Date Extracted: First Date Run: Last Date Run: Aromatic o-Terphenyl 7/16/2003 7/17/2003 N/A EPH Fractionation 2-Fiuorobiphenyl %Solids: Low Dilution: High Dilution: Surrogate Standards. 2-Bromonaphthalene 86.7 1 N/A Unadjusted Ranges CAS# Units Result RDL (3 C11-C22 Aromatics(Unadj.) ug/kg ND" 19000 Diesel PAH Analvtes 2-Methyinaphthalene 91-57-6 ug/kg ND 560 Phenanthrene 85-01-8 ug/kg ND 560 Acenaphthene 83-32-9 ug/kg ND 560 Naphthalene 91-20-3 ug/kg ND 560 Other Target PAH Analvtes Acenaphthylene 208-96-8 ug/kg ND 560 Anthracene 120-12-7 ug/kg ND 560 Benzo(a)anthracene 56-55-3 ug/kg ND 560 Benzo(a)pyrene 50-32-8 ug/kg ND 560 Benzo(b)fluoranthene 205-99-2 ug/kg ND 560 Benzo(g,h,j)perylene 191-24-2 ug/kg ND 560 Benzo(k)fluoranthene 207-08-9 ug/kg ND 560 Chrysene 218-01-9 ug/kg ND 560 Dibenz(a,h)anthracene 53-70-3 ug/kg ND 560 Fluoranthene 206-44-0 ug/kg ND 560 Fluorene 86-73-7 ug/kg ND 560 Indeno(1,2,3-cd)pyrene 193-39-5 ug/kg ND 560 Pyrene 129-00-0 ug/kg ND 560 Adiusted Ranges C9-C18 Aljphatics ug/kg ND" 6800 C19-C36 Aljphatics ug/kg ND" 9000 C11-C22 Aromatics ug/kg ND" 19000 Surrogate Recoveries Acceptance Range 1-Chlorooctadecane % 113 40-140% o-Terphenyl % 105 40-140% 2-Fluorobiphenyl % 70 40-140% 2-Bromonaphthalene % 56 40-140% Footnotes A Hydrocarbon Range data exclude concentrations of any surrogate(s)and/or internal standards eluting In that range B Hydrocarbon Range data exclude concentrations of any surrogate(s)and/or Internal standards eluting In that range. C11-C22 Aromatic Hydrocarbons exclude the concentration of Target PAH Analytes 2 A'X qualifier Indicates an estimated value Were all QA/QC procedures REQUIRED by the VPH Method followed? W Yes ❑ No-Details Attatched Were all performance/acceptance standards for required QA/QC procedures achieved? WYes ❑ No-Details Attatched Were any significant modifications made to the VPH method,as specified in Sect.11.3? W No ❑ Yes-Details Attatched I attest under the pains and penalties of perjury that,based upon my inquiry of those individuals immediately responsible for obtainig the information,the material contained in this report is,to the best of my knowledge and belief,accurate and complete. Signature Postition Laboratory Director Printed Name Reza Tand Date 7/28/2003 MADEP EPH FORM A ueous F Soil V Sediment n Other El atn�rs � � Satisfacto :Broken Leaking 'o catnres N/A H <=2 n PH> 2 tu1� Received on Ice F1 Received at 4 Deg. C n Other ./ Rec'd at 3.4 deg C SW846 3545 Method for Ranges: MADEP EPH 98-1 - Client ID: LIFT#1 NW Lab ID: M33153-3 Method for Targets: MADEP EPH 98-1 Date Collected: 7/10/2003 Date Received: 7/14/2003 EPH Surrogate Stds. Aliphatic: 1-Chlorooctadecane Date Extracted: First Date Run: Last Date Run: Aromatic o-Terphenyl 7/16/2003 7/17/2003 N/A EPH Fractionation 2-Fiuorobiphenyl %Solids: Low Dilution: High.Dilution: Surrogate Standards. 2-Bromonaphthalene 95.5 1 N/A Unadjusted Ranges CAS# Units Result RDL g C11-C22 Aromatics(Unadj.) ug/kg ND" 17000 Diesel PAH Analvtes 2-Methylnaphthalene 91-57-6 ug/kg ND 500 Phenanthrene 85-01-8 ug/kg ND 500 Acenaphthene 83-32-9 ug/kg ND 500 Naphthalene 91-20-3 ug/kg ND 500 Other Taraet PAH Analvtes Acenaphthylene 208-96-8 ug/kg ND 500 Anthracene 120-12-7 ug/kg ND 500 Benzo(a)anthracene 56-55-3 ug/kg ND 500 Benzo(a)pyrene 50-32-8 ug/kg ND 500 Benzo(b)fluoranthene 205-99-2 ug/kg ND 500 Benzo(g,h,i)perylene 191-24-2 ug/kg ND 500 Benzo(k)fluoranthene 207-08-9 ug/kg ND 500 Chrysene 218-01-9 ug/kg ND 500 Dibenz(a,h)anthracene 53-70-3 ug/kg ND 500 Fluoranthene 206-44-0 ug/kg ND 500 Fluorene 86-73-7 ug/kg ND 500 Indeno(1,2,3-cd)pyrene 193-39-5 ug/kg ND 500 Pyrene 129-00-0 ug/kg ND 500 Adiusted Ranges C9-C18 Aliphatics ug/kg ND A 6000 C19-C36 Aliphatics ug/kg 10100 A 8000 C11-C22 Aromatics ug/kg ND B 17000 Surrogate Recoveries Acceptance Range 1-Chlorooctadecane % 121 40-140% o-Terphenyl % 104 40-140% 2-Fiuorobiphenyl % 70 40-140% 2-Bromonaphthalene % 66 40-140% Footnotes A Hydrocarbon Range data exclude concentrations of any surrogate(s)and/or internal standards eluting In that range B Hydrocarbon Range data exclude concentrations of any surrogate(s)and/or Internal standards eluting In that range. C11-C22 Aromatic Hydrocarbons exclude the concentration of Target PAH Analytes Z A'X quallfler Indicates an estimated value Were all QA/QC procedures REQUIRED by the VPH Method followed? W Yes ❑ No.Details Attatched Were all performance/acceptance standards for required QA/QC procedures achieved? DYes ❑ No-Details Attatched Were any significant modifications made to the VPH method,as specified in Sect.11.3? V No ❑ Yes-Details Attatched I attest under the pains and penalties of perjury that,based upon my inquiry of those individuals immediately responsible for obtainig the information,the material contained in this report is,to the best of my knowledge and belief,accurate and complete. Signature Postition Laboratory Director Printed Name Reza Tand Date 7/28/2003 MADEP EPH FORM A ueous Soil Sediment F1 Other F1 ' "813 SatisfactoryBroken Leakin Nt > ftv N/A H <=2 F1 PH > 2 Received on Ice n Received at 4 Deg. C M Other nV Redd at 3.4 deg C SW846 3545 Method for Ranges: MADEP EPH 98-1 Client ID: LIFT#1 SE Lab ID: M33153-4 Method for Targets: MADEP EPH 98-1 Date Collected: 7/10/2003 Date Received: 7/14/2003 EPH Surrogate Stds. Aliphatic: 1-Chlorooctadecane Date Extracted: First Date Run: Last Date Run: Aromatic o-Terphenyl 7/16/2003 7/17/2003 N/A EPH Fractionation 2-Fluorobiphenyl %Solids: Low Dilution: High Dilution: Surrogate Standards. 2-Bromonaphthalene 92.6 1 N/A Unadjusted Ranges CAS# Units Result RDL (3 C11-C22 Aromatics(Unadj.) ug/kg ND" 18000 Diesel PAH Anatvtes 2-Methylnaphthalene 91-57-6 ug/kg ND 540 Phenanthrene 85-01-8 ug/kg ND 540 Acenaphthene 83-32-9 ug/kg ND 540 Naphthalene 91-20-3 ug/kg ND 540 Other Target PAH Analvtes Acenaphthylene 208-96-8 ug/kg ND 540 Anthracene 120-12-7 ug/kg ND 540 Benzo(a)anthracene 56-55-3 ug/kg ND 540 Benzo(a)pyrene 50-32-8 ug/kg ND 540 Benzo(b)fluoranthene 205-99-2 ug/kg ND 540 Benzo(g,h,i)perylene 191-24-2 ug/kg ND 540 Benzo(k)fluoranthene 207-08-9 ug/kg ND 540 Chrysene 218-01-9 ug/kg ND 540 Dibenz(a,h)anthracene 53-70-3 ug/kg ND 540 Fluoranthene 206-44-0 ug/kg ND 540 Fluorene 86-73-7 ug/kg ND 540 Indeno(1,2,3-cd)pyrene 193-39-5 ug/kg ND 540 Pyrene 129-00-0 ug/kg ND 540 Adiusted Ranges C9-C18 Aliphatics ug/kg ND" 6400 C19-C36 Aliphatics ug/kg 20600" 8600 C11-C22 Aromatics ug/kg ND" 18000 Surrogate Recoveries Acceptance Range 1-Chlorooctadecane % 105 40-140% o-Terphenyl % 104 40-140% 2-Fluorobiphenyl % 67 40-140% 2-Bromonaphthalene % 64 40-140% Footnotes A Hydrocarbon Range data exclude concentrations of any surrogate(s)and/or Internal standards eluting In that range B Hydrocarbon Range data exclude concentrations of any surrogate(s)and/or Internal standards eluting in that range. C111-C22 Aromatic Hydrocarbons exclude the concentration of Target PAH Analytes Z A V qualifier Indicates an estimated value Were all QA/QC procedures REQUIRED by the VPH Method followed? ❑d Yes ❑ No-Details Attatched Were all performance/acceptance standards for required QA/QC procedures achieved? W Yes ❑ No-Details Attatched Were any significant modifications made to the VPH method,as specified in Sect.11.3? W No ❑ Yes-Details Attatched I attest under the pains and penalties of perjury that,based upon my inquiry of those individuals immediately responsible for obtainig the information,the material contained in this report is,to the best of my knowledge and belief,accurate and complete. Signature Postition Laboratory Director Printed Name Reza Tand Date 7/28/2003 r MADEP EPH FORM ac5 dE f —Aqueous Soil Sediment El Other Satisfacto Broken Leakin Aatist?resstuatte = N/A H <=2 > H 2 �au1 3 Received on Ice n Received at 4 Deg. C El Other Read at 3.4 deg C %t` nl _ :y', SW846 3545 Method for Ranges: MADEP EPH 98-1 Client ID: LIFT#1 SW Lab ID: M33153-5 Method for Targets: MADEP EPH 98-1 Date Collected: 7/10/2003 Date Received: 7/14/2003 EPH Surrogate Stds. Aliphatic: 1-Chlorooctadecane Date Extracted: First Date Run: Last Date Run: Aromatic o-Terphenyl 7/16/2003 7/17/2003 N/A EPH Fractionation 2-Fluorobiphenyi %Solids: Low Dilution: High Dilution: Surrogate Standards. 2-Bromonaphthalene 95.2 1 N/A Unadjusted Ranges CAS# Units Result RDL (3 C11-1322 Aromatics(Unadj.) ug/kg ND" 17000 Diesel PAH Analvtes 2-Methylnaphthalene 91-57-6 ug/kg ND 510 Phenanthrene 85-01-8 ug/kg ND 510 Acenaphthene 83-32-9 ug/kg ND 510 Naphthalene 91-20-3 ug/kg ND 510 Other Tarslet PAH Analvtes Acenaphthylene 208-96-8 ug/kg ND 510 Anthracene 120-12-7 ug/kg ND 510 Benzo(a)anthracene 56-55-3 ug/kg ND 510 Benzo(a)pyrene 50-32-8 ug/kg ND 510 Benzo(b)fluoranthene 205-99-2 ug/kg ND 510 Benzo(g,h,i)perylene 191-24-2 ug/kg ND 510 Benzo(k)fluoranthene 207-08-9 ug/kg ND 510 Chrysene 218-01-9 ug/kg ND 510 Dibenz(a,h)anthracene 53-70-3 ug/kg ND 510 Fluoranthene 206-44-0 ug/kg ND 510 Fluorene 86-73-7 ug/kg ND 510 Indeno(1,2,3-cd)pyrene 193-3925 ug/kg ND 510 Pyrene 129-00-0 ug/kg ND 510 Adjusted Ranges C9-C18 Aliphatics ug/kg ND" 6100 C19-C36 Aliphatics ug/kg 12000" 8100 C11-C22 Aromatics ug/kg ND a 17000 Surrogate Recoveries Acceptance Ranue 1-Chlorooctadecane % 114 40-140% o-Terphenyl % 106 40-140% 2-Fluorobjphenyl % 68 40-140% 2-Bromonaphthalene - % 64 40-140% Footnotes A Hydrocarbon Range data exclude concentrations of any surrogate(s)and/or Internal standards eluting In that range e Hydrocarbon Range data exclude concentrations of any surrogate(s)and/or Internal standards eluting in that range. C11-C22 Aromatic Hydrocarbons exclude the concentration of Target PAH Analytes Z A V qualifier Indicates an estimated value I Were all QA/QC procedures REQUIRED by the VPH Method followed? V Yes ❑ No-Details Attatched Were all performance/acceptance standards for required QA/QC procedures achieved? WYes El No-Details Attatched Were any significant modifications made to the VPH method,as specified in Sect. 11.3?' V No ❑ Yes-Details Attatched I attest under the pains and penalties of perjury that;based upon my inquiry of those individuals immediately responsible for obtainig the information,the material contained in this report is,to the best of my knowledge and belief,accurate and complete. Signature ���►- Postition Laboratory Director Printed Name Reza Tand Date 7/28/2003 MADEP EPH FORM A ueous F Soil Sediment Other F1 •° Satisfactory Fv� n Leakin N/A DH <=2 F1 DH > 2 Received on Ice F1 Received at 4 Deg. C D Other d Reed at 3.4 deg C l+ tbl SW846 3645 Method for Ranges: MADEP EPH 98-1 Client ID: LIFT#2 BOTTOM Lab ID: M33153-6 Method for Targets: MADEP EPH 98-1 Date Collected: 7/10/2003 Date Received: 7/14/2003 EPH Surrogate Stds. Aliphatic: 1-Chlorooctadecane Date Extracted: First Date Run: Last Date Run: Aromatic o-Terphenyl 7/16/2003 7/17/2003 N/A EPH Fractionation 2-Fluorobiphenyl %Solids: Low Dilution: High Dilution: Surrogate Standards. 2-Bromonaphthalene 94.2 1 N/A Unadlusted Ranges CAS# Units Result RDL f,3 C11-C22 Aromatics(Unadj.) ug/kg ND" 18000 Diesel PAH Analvtes 2-Methyinaphthalene 91-57-6 ug/kg ND 520 Phenanthrene 85-01-8_ ug/kg ND 520 Acenaphthene 83-32-9 ug/kg ND 520 Naphthalene 91-20-3 ug/kg ND 520 Other Target PAH Analvtes Acenaphthylene 208-96-8 ug/kg ND 520 Anthracene 120-12-7 ug/kg ND 520 Benzo(a)anthracene 56-55-3 ug/kg ND 520 Benzo(a)pyrene 50-32-8 ug/kg ND 520 Benzo(b)fluoranthene 205-99-2 ug/kg ND 520 Benzo(g,h,i)perylene 191-24-2 ug/kg ND 520 Benzo(k)fluoranthene 207-08-9 ug/kg ND 520 Chrysene 218-01-9 ug/kg ND 520 Dibenz(a,h)anthracene 53-70-3 ug/kg ND 520 Fluoranthene 206-44-0 ug/kg. ND 520 Fluorene 86-73-7 ug/kg ND 520 Indeno(1,2,3-cd)pyrene 193-39-5 ug/kg ND 520 Pyrene 129-00-0 ug/kg ND 520 Adiusted Ranges C9-C18 Aliphatics ug/kg ND" 6200 C19-C36 Aliphatics ug/kg ND" 8300 C11-C22 Aromatics ug/kg ND' 18000 Surrogate Recoveries Acceptance Range 1-Chlorooctadecane % 107 40-140% o-Terphenyl % 102 40-140% 2-Fluorobiphenyl % 67 40-140% 2-Bromonaphthalene % 57 40-140% Footnotes A Hydrocarbon Range data exclude concentrations of any surrogate(s)and/or internal standards eluting In that range B Hydrocarbon Range data exclude concentrations of any surrogate(s)and/or internal standards eluting In that range. C11 C22 Aromatic Hydrocarbons exclude the concentration of Target PAH Analytes z AV qualifier Indicates an estimated value Were all QA/QC procedures REQUIRED by the VPH Method followed? Yes ❑ No.Details Attatched Were all performance/acceptance standards for required QA/QC procedures achieved? ❑�/Yes ❑ No.Details Attatched Were any significant modifications made to the VPH method,as specified in Sect.11.3? No ❑ Yes-Details Attatched I attest under the pains and penalties of perjury that,based upon my inquiry of those individuals immediately responsible for obtainig the information,the material contained in this report is,to the best of my knowledge and belief,accurate and complete. Signature Postition Laboratory Director Printed Name Reza Tand Date 7/28/2003 MADEP EPH FORM tt4�C A ueous Soil Sediment F1 Other LJ ti a e Satisfactory Broken n Leaking N/A 91 PH <=2 F PH> 2 Received on Ice Received at 4 Deg. C F1 Other d Rec'd at 3.4 deg C SW846 3645 Method for Ranges: MADEP EPH 98-1 Client ID: LIFT#2 NE Lab ID: M33153-7 Method for Targets: MADEP EPH 98-1 Date Collected: 7/10/2003 Date Received: 7/14/2003 EPH Surrogate Stds. Aliphatic: 1-Chlorooctadecane Date Extracted: First Date Run: Last Date Run: Aromatic o-Terphenyl 7/16/2003 7/18/2003 N/A EPH Fractionation 2-Fluorobiphenyl %Solids: Low Dilution: High Dilution: Surrogate Standards. 2-Bromonaphthalene 96 1 N/A Unadjusted Ranges CAS# Units Result RDL g C11-C22 Aromatics(Unadj.) ug/kg ND A 18000 Diesel PAH Analvtes 2-Methyinaphthalene 91-57-6 ug/kg ND 520 Phenanthrene 85-01-8 ug/kg ND 520 Naphthalene 91-20-3 ug/kg ND 520 Acenaphthene 83-32-9 ug/kg ND 520 Other Target PAH Anaivtes Acenaphthylene 208-96-8 ug/kg ND 520 Anthracene 120-12-7 ug/kg ND 520 Benzo(a)anthracene 56-55-3 ug/kg ND 520 Benzo(a)pyrene 50-32-8 ug/kg ND 520 Benzo(b)fluoranthene 205-99-2 ug/kg ND 520 Benzo(g,h,i)perylene 191-24-2 ug/kg ND 520 Benzo(k)fluoranthene 207-08-9 ug/kg ND 520 Chrysene 218-01-9 ug/kg ND 520 Dibenz(a,h)anthracene 53-70-3 ug/kg ND 520 Fluoranthene 206-44-0 ug/kg ND 520 Fluorene 86-73-7 ug/kg ND 520 indeno(1,2,3-cd)pyrene 193-39-5 ug/kg ND 520 Pyrene 129-00-0 ug/kg ND 520 Adjusted Ranges C9-C18Aliphatics ug/kg ND" 6200 C19-C36 Aliphatics ug/kg ND" 8200 C11-C22 Aromatics ug/kg ND" 18000 Surrogate Recoveries Acceptance Range 1-Chlorooctadecane % 110 40-140% o-Terphenyl % 102 40-140% 2-Fluorobiphenyl % 65 40-140% 2-Bromonaphthalene % 58 40-140% Footnotes A Hydrocarbon Range data exclude concentrations of any surrogate(s)and/or Internal standards eluting In that range B Hydrocarbon Range data exclude concentrations of any surrogate(s)and/or Internal standards eluting In that range. C11-C22 Aromatic Hydrocarbons exclude the concentration of Target PAH Analytes Z AV qualifier Indicates an estimated value Were all QA/QC procedures REQUIRED by the VPH Method followed? W Yes ❑ No-Details Attatched Were all performance/acceptance standards for required QA/QC procedures achieved? ❑d Yes ❑ No-Details Attatched Were any significant modifications made to the VPH method,as specified in Sect.11.3? ❑d No ❑ Yes-Details Attatched I attest under the pains and penalties of perjury that,based upon my inquiry of those individuals immediately responsible for obtainig the information,the material contained in this report is,to the best of my knowledge and belief,accurate and complete. Signature ����-- Postition Laboratory Director Printed Name Reza Tand Date 7/28/2003 MADEP EPH FORM ,, lillat n � A ueous Soil Sediment Other Bn >te .s E: Satisfactory Broken Leakin N/A W PH<=2 H>2 - Received on Ice Received at 4 De . C Other ReC'd at 3.4 deg C �� f SW846 3545 ' Method for Ranges: MADEP EPH 98-1 Client ID: LIFT#2 NW Lab ID: M33153-8 Method for Targets: MADEP EPH 98-1 Date Collected: 7/10/2003 Date Received: 7/14/2003 EPH Surrogate Stds. Aliphatic: 1-Chlorooctadecane Date Extracted: First Date Run: Last Date Run: Aromatic o-Terphenyl 7/16/2003 7/18/2003 N/A EPH Fractionation 2-Fluorobiphenyl %Solids: Low Dilution: High Dilution: Surrogate Standards. 2-Bromonaphthalene 95 1 N/A Unadjusted Ranges CAS# Units Result RDL f3 C11-C22 Aromatics(Unadj.) ug/kg 502000 A 18000 Diesel PAH Analytes 2-Methylnaphthalene 91-57-6 ug/kg ND 520 Phenanthrene 85-01-8 ug/kg ND 520 Naphthalene 91-20-3 ug/kg ND 520 Acenaphthene 83-32-9 ug/kg ND 520 Other Target PAH Analytes Acenaphthylene 208-96-8 ug/kg ND 520 Anthracene 120-12-7 ug/kg ND 520 Benzo(a)anthracene 56-55-3 ug/kg ND 520 Benzo(a)pyrene 50-32-8 ug/kg ND 520 Benzo(b)fluoranthene 205-99-2 ug/kg ND 520 Benzo(g,h,i)perylene 191-24-2 ug/kg ND 520 Benzo(k)fluoranthene 207-08-9 ug/kg ND 520 Chrysene 218-01-9 ug/kg ND 520 Dibenz(a,h)anthracene 53-70-3 ug/kg ND 520 Fluoranthene 206-44-0 ug/kg ND 520 Fluorene 86-73-7 ug/kg ND 520 Indeno(1,2,3-cd)pyrene 193-39-5 ug/kg ND 520 Pyrene 129-00-0 ug/kg ND 520 Adiusted Ranges C9-1318 Aliphatics ug/kg 55400 A 6200 C19-C36 Aliphatics ug/kg 1410000 A 8200 C11-C22 Aromatics ug/kg 5020008 18000 Surrogate Recoveries Acceptance Range 1-Chlorooctadecane % 104 40-140% o-Terphenyl % 101 40-140% 2-Fluorobiphenyl % 61 40-140% 2-Bromonaphthalene % 61 40-140% Footnotes A Hydrocarbon Range data exclude concentrations of any surrogate(s)and/or Internal standards eluting in that range B Hydrocarbon Range data exclude concentrations of any surrogate(s)and/or internal standards eluting In that range.C11-C22 Aromatic Hydrocarbons exclude the concentration of Target PAH Analytes Z A'J'qualifier Indicates an estimated value Were all QA/QC procedures REQUIRED by the VPH Method followed? ❑d Yes ❑ No.Details Attatched Were all performance/acceptance standards for required QA/QC procedures achieved? DYes ❑ No-Details Attatched Were any significant modifications made to the VPH method,as specified in Sect.11.3? W No ❑ Yes-Details Attatched I attest under the pains and penalties of perjury that,based upon my Inquiry of those individuals Immediately responsible for obtainig the information,the material contained in this report Is,to the best of my knowledge and belief,accurate and complete. Signature Postition Laboratory Director Printed Name Reza Tand Date 7/28/2003 MADEP EPH FORM A ueous F1 Soil Sediment n Other rte F� Satisfacto Broken F Leakin _d�uPrnaeattver . NIA H <=2 F1 PH> 2 Received on Ice Received at 4 De- . C n Other Redd at 3.4 deg C SW846 3545 Method for Ranges: MADEP EPH 98-1 Client ID: LIFT#2 SE Lab ID: M33153-9 Method for Targets: MADEP EPH 98-1 Date Collected: 7/10/2003 Date Received: 7/14/2003 EPH Surrogate Stds. Aliphatic: 1-Chlorooctadecane Date Extracted: First Date Run: Last Date Run: Aromatic o-Terphenyl 7/16/2003 7/18/2003 N/A EPH Fractionation 2-Fluorobiphenyl %Solids: Low Dilution: High Dilution: Surrogate Standards. 2-Bromonaphthalene 94.6 1 N/A Unadjusted Ranges CAS# Units Result RDL (3 C11-C22 Aromatics(Unadj.) ug/kg ND" 17000 Diesel PAH Anaivtes 2-Methylnaphthalene 91-57-6 ug/kg ND 510 Phenanthrene 85-01-8 ug/kg' ND 510 Naphthalene 91-20-3 ug/kg ND 510 Acenaphthene 83-32-9 ug/kg ND 510 Other Target PAH Analvtes Acenaphthylene 206-96-8 ug/kg ND 510 Anthracene 120-12-7 ug/kg ND 510 Benzo(a)anthracene 56-55-3 ug/kg ND 510 Benzo(a)pyrene 50-32-8 ug/kg ND 510 Benzo(b)fluoranthene 205-99-2 ug/kg ND 510 Benzo(g,h,i)perylene 191-24-2 ug/kg ND 510 Benzo(k)fluoranthene 207-08-9 ug/kg ND 510 Chrysene 218-01-9 ug/kg ND 510 Dibenz(a,h)anthracene 53-70-3 ug/kg ND 510 Fluoranthene 206-44-0 ug/kg ND 510 Fluorene 86-73-7 ug/kg ND 510 Indeno(1,2,3-cd)pyrene 193-39-5 ug/kg ND 510 Pyrene 129-00-0 ug/kg ND 510 Adlusted Ranges C9-C1 8 Aliphatics ug/kg ND" 6100 C19-C36 Aliphatics ug/kg ND" 8200 C11-C22 Aromatics ug/kg ND a 17000 Surrogate Recoveries Acceptance Range 1-Chlorooctadecane % 103 40-140% o-Terphenyl % 97 40-140% 2-Fluorobiphenyl % 65 40-140% 2-Bromonaphthalene % 60 40-140% Footnotes A Hydrocarbon Range data exclude concentrations of any surrogates)and/or Internal standards eluting In that range B Hydrocarbon Range data exclude concentrations of any surrogate($)and/or Internal standards eluting in that range. C11-C22 Aromatic Hydrocarbons exclude the concentration of Target PAH Analytes Z A'J'quallfler Indicates an estimated value Were all QA/QC procedures REQUIRED by the VPH Method followed? Yes ❑ No-Details Attatched Were all performance/acceptance standards for required QA/QC procedures achieved? Yes ❑ No-Details Attatched Were any significant modifications made to the VPH method,as specified in Sect.11.3? V No ❑ Yes-Details Attatched I attest under the pains and penalties of perjury that,based upon my inquiry of those individuals immediately responsible for obtainig the Information,the material contained in this report Is,to the best of my knowledge and belief,accurate and complete. Signature Postition Laboratory Director Printed Name Reza Tand Date 7/28/2003 MADEP EPH FORM Aqueous ;Soil :Sediment Other lit`1BO" `fW gatisfactoryMy ;Broken n Leakin r sEv N/A H <=2 H>2 OR r Received on Ice !Received at 4 Deg. C Other �/ Redd at 3.4gdegC IN��� 0- ` Y� � T SW846 3646 Method for Ranges: MADEP EPH 98-1 Client ID: LIFT#2 SW Lab ID: M33153-10 Method for Targets: MADEP EPH 98-1 Date Collected: 7/10/2003 Date Received: 7/14/2003 EPH Surrogate Stds. Aliphatic: 1-Chlorooctadecane Date Extracted: First Date Run: Last Date Run: Aromatic o-Terphenyl 7/16/2003 7/18/2003 N/A EPH Fractionation 2-Fluorobiphenyl %Solids: Low Dilution: High Dilution: Surrogate Standards. 2-Bromonaphthalene 93.4 1 N/A Unadiusted Ranges CAS# Units Result RDL Q C11-C22 Aromatics(Unadj.) ug/kg ND" 18000 Diesel PAH Analvtes 2-Methylnaphthalene 91-57-6 ug/kg ND 530 Phenanthrene 85-01-8 ug/kg ND 530 Acenaphthene 83-32-9 ug/kg ND 530 Naphthalene 91-20-3 ug/kg ND 530 Other Taraet PAH Analvtes Acenaphthylene 208-96-8 ug/kg ND 530 Anthracene 120-12-7 ug/kg ND 530 Benzo(a)anthracene 56-55-3 ug/kg ND 530 Benzo(a)pyrene 50-32-8 ug/kg ND 530 Benzo(b)fluoranthene 205-99-2 ug/kg ND 530 Benzo(g,h,i)perylene 191-24-2 ug/kg ND 530 Benzo(k)fluoranthene 207-08-9 ug/kg ND 530 - Chrysene 218-01-9 ug/kg ND 530 Dibenz(a,h)anthracene 53-70-3 ug/kg ND 530 Fluoranthene 206-44-0 ug/kg ND 530 Fluorene 86-73-7 ug/kg ND 530 Indeno(1,2,3-cd)pyrene 193-39-5 ug/kg ND 530 Pyrene 129-00-0 ug/kg ND 530 Adiusted Ranges C9-C18 Aliphatics ug/kg ND" 6300 C19-C36Aliphatics ug/kg ND" 8400 C11-C22 Aromatics ug/kg ND B 18000 Surrogate Recoveries Acceptance Ranae 1-Chlorooctadecane % 108 40-140% o-Terphenyl % 105 40-140% 2-Fluorobiphenyl % 67 40-140% 2-Bromonaphthalene % 65 40-140% Footnotes A Hydrocarbon Range data exclude concentrations of any surrogate(s)and/or Internal standards eluting In that range B Hydrocarbon Range data exclude concentrations of any surrogates)and/or Internal standards eluting in that range. C11-C22 Aromatic Hydrocarbons exclude the concentration of Target PAH Analytes Z A V qualifier Indicates an estimated value Were all QA/QC procedures REQUIRED by the VPH Method followed? W Yes ❑ No.Details Attatched Were all performance/acceptance standards for required QA/QC procedures achieved? Yes ❑ No.Details Attatched Were any significant modifications made to the VPH method,as specified in Sect. 11.3? No ❑ Yes-Details Attatched I attest under the pains and penalties of perjury that,based upon my inquiry of those individuals immediately responsible for obtainig the information,the material contained in this report Is,to the best of my knowledge and belief,accurate and complete. Signature 7�--�� Postition Laboratory Director Printed Name Reza Tand Date 7/28/2003 t MM CHAIN OF CUSTODY ACCUTEST JOB 0: 495 TECHNOLOGY CENTER WEST • BUILDING ONE ®ACCUTEST MARLBOROUGH,MA 01752 ACCUTEST QUOTE>>t TEL:508-481-6200 r FAX.•508-481-7753 IffifflAff—CLIENT INFORMATION FACILITY INFORMATION ANALYTICAL INFORMATION MATRIX CODES Lagervi cA4 �+ r� + DW- DRINKING (-�� j� WATER NAME t� PROJE NAME GW- GROUND L ,/1 11CLZZ1 �Nc'�T�LGA WATER ADDRE \. S ©t LOCATION %S (� WW- WASTE WATER e MA ti, 1 l SO- SOIL CITY, STATE ZIP PROJECT NO. p SL- SLUDGE o LIG- OTHER SEND REPORT TO: d -u ' LIQUID PHONE# FAX# L11) 9 SOL-OTHER COLLECTION x RESERVATION SOLID ACCUTEST SAMPLE* FIELD ID/POINT OF COLLECTION DATE TIME' SAMPLED !s ' LAB USE ONLY 11 ,93 S,5 I RAM 7A_o3 [o30 X X 3 .4 i Nw x x 11.10 V1 Y c w [:5v Li SF taco 1 K x /0 a �� [a:�o 1ly Loc. JOc. DATA TURNAROUND INFORMATION DATA DELIVERABLE INFORMATION COMMENTS/REMARKS JL ' 14 DAYS STANDARD APPROVED BY. STANDARD 7 DAYS RUSH COMMERCIAL"B" =❑ 48 HOUR EMERGENCY ❑ DISK DELIVERABLE ❑ OTHER ❑ STATE FORMS 14 DAY TURNAROUND HARDCOPY.EMERGENCY OR RUSH IS FAX ❑ OTHER(SPECIFY) DATA UNLESS.PREVIOUSLY APPROVED SAMPLE CUSTODY MUST BE DOCUMENTED BELOW EACH TIMg SAMPLES CHANGE POSSESION,INCLUDING COURIER DE VERY RELIN H Y PLEB: wTWnMEf RlivECENED REU UISNED DA TIM RE Y: 00, �. e k i. 2. 7 y a3 1 2. s REL ED tv RECEIVE R NOUISIIED BY: O TIME: RECEWED B 3. . `� �/ 03 � � 3. 4. 4. . RELINQUISH D BY: A TIME: V D BY: SEAL# PRESERVE WHERE APPLICABLE ON ICE/ TEMPERA RE TABLET SUMMARY OF GROUNDWATER MONITORING DATA-VPH,EDB AND LEAD Former Shell Service Station#137772 590lyannough Road Hyannis,MA Ethyl- Total Naphtha- CS-C8 C9-C12 C9-C10 Ethylene Dissolved Method1 Benzene Toluene benzene Xylenes BTEX MTBE lene Aliphatics Aliphatics Aromatics Dibromide Lead Standards (Ng/1.) (ug(L) (ug/L) (Ng(L) (Ng(L) (Ng/L) (1191L) (119/0 (µg/L) (119A) (ug/1) (mg/1) GW-1_ 5 _ _1,000 700 10,000__ N/A 70 140 400 __4,000__ _ 200 0.02 15 GW-2 2,000 8,000 30,000 9,000 N/A 50,000 1,000 1,000 1,000 5,000 2 NE GW-3 10,000 4,000 4,000 500 N/A 50,000 20,000 4,000 20,000 4,000 50,000 10 Well ID Sample Date Depth to Corrected NNOR ME IETOC Elev. Water Water Elev _ 37 HINKLEY 4/22/2003 - - <0.5� <0.5 <0.5 <0.5 ND 25 <0.5 <50 <50 <50 <0.5 - 5/28/2003 - - <0.5 <0.5 <0.5 <0.5. ND 2.5 <0.5 <50 <50 <50 <0.5 7/22/2003 - - <0.50 <0.50 <0.50 <0.50 ND 1.7 <0.50 - - - <0.50 - 9/16/2004 - - <0.50 <0.50 <0.50 <0.50 ND 1.2 <0.50 - - - <0.50 - 5/2/2005 - - <0.50 <0.50 <0.50 <0.50 ND <0.50 <0.50 - - - <0.50 - 7/21/2005 - - <0.50 <0.50 <0.50 <0.50 ND 0.52 <0.50 - - - <0.50 10/10/2005 <0.50 <0.50 <0.50 <0.50 ND 0.79 <0.50 <0.50 1/16/2006 - _ <0.500 <0.500 <0.500 <1.00 ND <0.500 <0.500 - - - <0.500 - 4/17/2006 - - _ _ _ - ND <1.00 - - - - - - 5/16/2006 - - <0.500 <0.500 <0.500 <1.00 ND <0.500 <0.500 - - - <0.500 - Connected to Municipal Water in September 2006 - - _ GT-1 5/9/2003 23.85 74.17 <20 <2.0 <2.0 <4.0' ND 2.4 <3.0 81.9 <50 85.9 - (GW-1,GW-3) 7/22/2003 24.11 73.91 <2.0 <2.0 <20 <4.0 ND 27.1 <3.0 <50 <50 <50 - - TOC 9/16/2004 26.39 71.63 <20 <2.0 <20 <4.0 ND 2 <3.0 637 <50 402 - - 98.02 5/2/2005 23.20 74.82 <2.0 <20 <20 <4.0 ND <2.0 <3.0 73 <50 <50 7/21/2005 23.63 74.39 <2.0 <2.0 <2.0 <4.0 ND <20 <3.0 196 <50 97.5 - - 10/10/2005 24.95 73.07 <2.0 <2.0 <2.0 <4.0 ND <20 <3.0 131 <50 142 - - 1/16/2006 23.75 74.27 <1.00 <3.00 <1.00 <6.00 ND <.00 <5.00 <100 103 <100 - - - 4/17/2006 24.18 73.84 <1.00 <1.00 <1.00 <3.00 ND <.00 <5.00 118 <100 <100 - - 10/25/2006 24.48 73.54 <1.00 <.00 <1.00 <6.00 ND <3.00 <5.00 581 150 182 - - 3/1/2007 24.75 73.27 <1.00 <3.00 <1.00 <4.00 ND 73.7 <5.00 <100 <100 <100 <0.02023 <0.00500 5/3/2007 22.96 75.06 <1.00 <3.00 <.00 <4.00 ND 7.06 <5.00 <100 114 <100 - 0.00800 5/3/2007 22.96 75.06 - - - - - 5.8• - - - - - - ` GT-2 5/9/2003 24.45 74.06 <20 <2.0 <2.0 <4.0 ND <20 <3.0 <50 <50 79.8 - - (GW-1,GW-3) 7/22/2003 24.50 74.01 <20 <2.0 <20 <4.0 ND <20 <3.0 <50 <50 66 - - TOC 5/2/2005 23.56 74.95 <2.0 <20 <20 <4.0 ND 20 <3.0 <50 <50 <50 - - 48.51 7/21/2005 24.06 74.45 <2.0 <2.0 <2.0 <4.0 ND <2.0 <3.0 <50 <50 <50 - - 10/10/2005 25.39 73.12 <2.0 <2.0 <2.0 <4.0 ND <20 <3.0 <50 <50 <50 - 1/16/2006 24.16 74.35 <1.00 <3.00 <.00 <6.00 ND <.00 <5.00 <100 <100 <100 - - 4/17/2006 24.83 73.68 <.00 <.00 <.00 <3.00 ND <.00 <5.00 <100 <100 <100 - - GT-3 11/15/2002 29.28 70.41 <2 <2 <2 <4 ND <2 <3 <50 <50 <50 (GW-1,GW-3) 5/9/2003 25.26 74.43 <2.0 <2.0 <20 <4.0 ND <2.0 <3.0 <50 <50 <50 - - TOC 7/22/2003 25.49 74.20 <2.0 <2.0 <20 <4.0 ND <2.0 <3.0 <50 <50 <50 - - 99.69 5/2/2005 24.52 75.17 <20 <2.0 <2.0 <4.0 ND 20 <.0 <50 <50 <50 - - 7/21/2005 25.00 74.69 <20 <2.0 20 <4.0 ND 20 <3.0 <50 <50 <50 - - 10/10/2005 26.30 73.39 <20 <20 <2.0 <4.0 ND <2.0 <3.0 <50 <50 <50 <0.015 - 4/17/2006 25.77 73.92 <1.00 - <.00 <.00 <3.00 ND <.00 <5.00 <100 <100 <100 - - 10/25/2006 26.05 73.64 <1.00 <3.00 <.00 <6.00 ND <3.00 <5.00 <100 <100 <100 - - 3/1/2007 26.33 73.36 <1.00 <3.00 <.00 <4.00 ND <3.00 <5.00 <100 <100 <100 <0.01994 <0.00500 5/3/2007 24.55 75.14 <1.00 <3.00 <.00 <4.00 ND <3.00 <5.00 <100 <100 <100 - <0.00500 GT4 11/15/2002 29.25 69.48 <2 < 4.4 <4 ND <2 10.4 1,820 1,300 Z780 - - (GW-1,GW-3) 5/9/2003 24.54 74.19 <2.0 <2.0 20 <4.0 ND 46.6 <3.0 750 <50 270 - - TOC 7/22/2003 24.78 73.95 <2.0 <2.0 <2.0 <4.0 ND 35.7 <3.0 392 60.9 329 - 98.73 9/16/2004 27.15 71.58 <20 <2.0 <20 <4.0 ND <20 <3.0 876 <50 339 - - - 5/2/2005 23.80 74.93 20 <20 <20 <4.0 ND <.0 <3.0 437 <50 <50 - - 7/21/2005 24.29 74.44 <2.0 <2.0 20 <4.0 ND 21 <3.0 344 <50 83.8 - - 10/10/2005 25.63 73.10 <2.0 <2.0 <20 <4.0 ND <20 <3.0 629 <50 322 <0.015 - 1/16/2006 24.41 74.32 <1.00 <3.00 <.00 <6.00 ND <3.00 <5.00 449 <100 208 - - 4/17/2006 25.03 73.70 1.62 <1.00 <1.00 <3.00 ND 3.25 <5.00 489 245 262 10/25/2006 25.37 73.36 <1.00 <3.00 <1.00 <6.00 ND <.00 <5.00 118 101 <100 - - 3/1/2007 25.61 73.12 <.00 <.00 <.00 <4.00 ND 4.30 <5.00 585 122 281 <0.02023 <0.00500 5/3/2007 28.83 69.90 <1.00 <3.00 <.00 <4.00 ND 4.30 <5.00 251 <100 <00 - 0.00540 Page 1 of 3 TABLET SUMMARY OF GROUNDWATER MONITORING DATA-V PH,EDB AND LEAD Former Shell Service Station#137772 590lyannough Road Hyannis,MA Ethyl- Total Naphtha- C5-C8 C9-C12 C9-C10 Ethylene Dissolved Method Benzene Toluene benzene Xylenes BTEX MTBE lene Aliphatics Aliphatics Aromatics Dibromide Lead Standards (µg/L) 111 (PS/L) (PS/L) OWL) (NSA) (pg(L) (PS/L) (Pg/L) (p8/L) (u94) (-g/1) GW-1 5 1,000 _ 700 10,000 N/A 70 140 400 4,000 200 _ 0.02 15_ GW-2 2,000 _8,000 30,000 9,000 N/A 50,000 1,000 1,000 1,000 _ 5,000 _2 NE___ GW-3 101000 4,000 4,000 500 N/A 50,000 20,000 4,000 20,000 4,000 50,000 10 Well ID Sample Date Depth to Corrected g TOC Elev. Water Water Elev GT-5 11/15/2002 28.52 69.45 <2 <2 <2 23.2 23.2 <2 7.6 488 256 946 - - (GW-1,GW-3) 5/9/2003 23.80 74.17 <2.0 <2.0 <2.0 16.7 16.7 <20 4.3 172 <50 577 - - TOC 7/22/2003 24.06 73.91 <2.0 <20 <2.0 12.7 12.7 <2.0 <3.0 135 109 638 - - 97.97 9/16/2004 26.33 71.64 <2.0 <2.0 <2.0 8 8 <2.0 <3.0 327 <50 958 - - 5/2/2005 23.07 74.90 <20 <2.0 <2.0 28 2.8 <1.0 <3.0 173 172 510 <0.015 <5.0 7/21/2005 23.57 74.40 <20 <2.0 <20 <4.0 ND <1.0 <3.0 135 <50 128 <0.015 11.7 10/10/2005 24.88 73.09 <2.0 <2.0 <2.0 2.4 2.4 <20 <3.0 201 <50 652 - - 1/16/2006 23.69 74.28 <1.00 <3.00 <1.00 <6.00 ND <3.00 <5.00 197 152 592 - - 4/17/2006 24.32 73.65 <1.00 <1.00 1.2 <3.00 1.2 <1.00 <5.00 188 440 670 - <5 10/25/2006 24.65 73.32 <1.00 <3.00 <1.00 <6.00 ND <3.00 <5.00 <100 <100 <100 - - 3/1/2007 24.90 73.07 <1.00 <3.00 <1.00 <4.00 ND <3.00 <5.00 153 151 520 <0.02029 <0.00500 5/3/2007 23.14 74.83 <1.00 <3.00 <1.00 <4.00 ND <3.00 <5.00 151 228 478 1 - <0.005W GT-7 11/15/2W2 28.31 69.47 <2 <2 <2 <4 ND <2 <3 173 74.5 312 - - (GW-1,GW-3) 5/9/2003 23.60 74.18 <2.0 <20 <20 <4.0 ND <2.0 <3.0 147 <50 474 - TOC 7/22/2003 23.84 73.94 <20 <2.0 <2.0 2.3 ND <20 3.6 155 127 701 - - 97.78 9/16/2004 26.12 71.66 <20 <20 <20 <4.0 ND <2.0 <3.0 155 <50 554 - - 5/2/2005 22.84 74.94 <20 <2.0 <2.0 <4.0 ND <2.0 <3.0 197 194 558 - - 7/21/2005 23.39 74.39 <2.0 <2.0 <2.0 <4.0 ND <2.0 <3.0 126 <50 173 - - 10/10/2005 24.67 73.11 <2.0 <2.0 <2.0 <4.0 ND <20 <3.0 215 <50 807 - - 1/16/2006 23.47 74.31 <1.00 <3.00 <1.00 <6.00 ND <3.00 <5.00 118 <100 609 - - 4/17/2006 24.12 73.66 1.06 <1.00 <1.00 <3.00 ND <1.00 <5.00 218 950 1,120 <0.0200 <5 10/25/2006 24.43 73.35 Q,00 <3.00 <1.00 <6.00 ND <3.00 <5.00 <100 101 " <100 - - 3/1/2007 24.70 73.08 <1.00 <3.00 <1.00 <4.00 ND <3.00 <5.00 <100 <100 205 <0.02000 <0.00500 5/3/2007 2292 74.86 <1.00 <3.00 <1.00 <4.00 ND <3.00 <5.00 <100 114 171 - <0.00500 MT-1/MP-3 10/28/2004 - - <2 <2 <2 <4 ND <2 <3 <50 <50 <50 - - (GW-1,GW-3) 5/2/2005 22.65 74.87 <2.0 <2.0 <20 <4.0 ND <2.0 <3.0 <50 <50 <50 - - TOC 7/21/2005 23.14 74.38 <2.0 <2.0 <2.0 <4.0 ND <2.0 <3.0 <50 <50 <50 - - 9752 10/10/2005 24.50 73.02 <2.0 <2.0 <2.0 <4.0 ND <2.0 <3.0 <50 <50 <50 <0.015 - 1/16/2006 23.26 74.26 <1.00 <3.00 <1.00 <6.00 ND 29.8 <5.00 <100 <100 <100 - - 4/17/2006 23.89 73.63 <1.00 <1.00 <1.00 <3.00 ND <1.00 <5.00 <100 <100 <100 - - 10/25/2006 24.22 73.30 <1.00 <3.00 <1.00 <6.00 ND <3.00 <5.00 <100 <100 <100 - - 3/l/2007 24.29 73.23 <1.00 <3.00 <1.00 <4.00 ND <3.00 <5.00 <100 <100 <100 <0.02041 <0.00500 5/3/2007 22.71 74.81 <1.00 <3.00 <1.00 <4.00 ND <3.00 <5.00 <100 <100 <100 - <0.00500 MW-101 5/9/2003 25.12 74.42 <2.0 <20 <20 <4.0 ND <2.0 <3.0 <50 <50 <50 - - (GW-1,GW-3) 7/22/2003 25.36 74.18 <2.0 <20 <20 <4.0 ND <20 <3.0 <50 <50 <50 - - TOC 5/2/2005 24.35 75.19 <20 <2.0 <20 <4.0 ND <1.0 <3.0 <50 <50 <50 <0.015 <5.0 99.54 7/21/2005 24.85 74.69 <20 <20 <20 <4.0 ND <1.0 <3.0 <50 <50 <50 <0.015 <5.0 10/10/2005 26.19 73.35 <2.0 <20 <20 <4.0 ND <2.0 <3.0 <50 <50 <50 - - 10/25/2006 25.60 73.94 <1.00 <3.00 <1.00 <6.00 ND <3.00 <5.00 <100 <100 <100 - - 3/1/2007 26.17 73.37 <1.00 <3.00 <1.00 <4.00 ND <3.00 <5.00 <100 <100 <100 <0.0155 <0.00500 5/3/2007 24.41 75.13 <1.00 <3.00 <1.00 <4.00 ND <3.00 <5.00 <100 <100 <100 - <0.00500 MW-102 5/9/2003 24.44 74.32 <2.0 <20 <2.0 <4.0 ND <2.0 <3.0 <50 <50 <50 - - (GW-1,GW-3) 7/22/2003 24.68 74.08 <20 <2.0 <20 25 25 <2.0 <3.0 <50 <50 <50 - - TOC 5/2/2005 23.70 75.06 <2.0 <20 <2.0 <4.0 ND <1.0 <3.0 <50 <50 <50 0.02 <5.0 98.76 7/21/2005 24.20 74.56 <20 <2.0 <2.0 <4.0 ND <1.0 <3.0 <50 <50 <50 <0.015 <5.0 10/10/2005 25.55 73.21 <2.0 <2.0 <20 <4.0 ND <20 <3.0 <50 <50 <50 <0.015 1/16/2006 2222 76.54 <1.00 <3.00 <1.00 <6.00 ND <3.00 <5.00 <100 <100 <100 - 4/17/2006 24.93 73.83 <1.00 <1.00 <1.00 <3.00 ND <1.00 <5.00 <100 <100 <100 - - 10/25/2006 25.25 73.51 <1.00 <3.00 <1.00 <6.00 ND <3.00 <5.00 <100 <100 <100 - - 3/1/2007 26.53 7223 <1.00 <3.00 <1.00 <4.00 ND <3.00 <5.00 <100 <100 <100 <0.01%6 <0.00500 5/3/2007 23.73 75.03 <1.00 <3.00 <1.00 <4.00 ND <3.00 <5.00 <100 <100 <100 - <0.00500 Page 2 of 3 TABLET SUMMARY OF GROUNDWATER MONITORING DATA-V PH,EDB AND LEAD Fonner Shell Service Station#137772 590lyannough Road Hyannis,MA Ethyl- Total Naphtha- C5-C8 C9-02 C9-C10 Ethylene Dissolved Method Benzene Toluene benzene Xylenes BTEX MTBE lene Atfphatics Aliphatic s Aromatics Dibromide Lead Standards (Ng/P (Pg/L) (Pg/L) (Pg/L) W/L) W(L) WIL) (PP/L) W/O W/O (nY/1) (mg/) GW-1 5 1,000 _ 700 10,000 N/A 70 140 400 4,000 200 0.02 15 GW-2 2,000 8,000 30,000 9,000 N_/A 50,000 1,000 1,000 1,000 _ 5,000 2 NE CW-3 10,000 4,000 4,000 500 N/A 50,000 20,000 4,000 20,000 4,000 50,000 10 Well ID Sample Date Depth to Corrected z r TOC Elev. Water Water Eleva MW-202 5/2/2005 21.60 74.69 <20 <20 <2.0 <4.0 ND <1.0 <3.0 <50 �<50 <50 0.082 <5.0 (GW-1,GW-3) 7/21/2005 2211 74.18 <2.0 <2.0 <2.0 <4.0 ND <I.0 <3.0 <50 <50 <50 0.022 <5.0 TOC 10/10/2005 25.55 70.74 <20 <2.0 <20 <4.0 ND <2.0 <3.0 <50 <50 <50 <0.015 - %.29 1/16/2006 22.22 74.07 <1.00 <3.00 <1.00 <6.00 ND <3.00 <5.00 <100 <100 <100 - - 4/17/2006 2288 73.41 <1.00 <1.00 <1.00 <3.00 ND <1.00 <5.00 <100 <100 <100 <0.0197 - 10/25/2006 23.17 73.12 <1.00 <3.00 <1.00 <6.00 ND <3.00 <5.00 <100 <100 <100 - - 3/l/2007 24.35 71.94 <1.00 <3.00 <1.00 <4.00 ND <3.00 <5.00 <100 <100 <100 <0.02000 <0.00500 5/3/2007 21.67 74.62 <1.00 <3.00 <1.00 <4.00'" ND <3.00 <5.00 <100 <100 <100 - <0.00500 MW-202D 5/2/2005 22.29 73.95 <20 <2.0 <2.0 <4.0 ND <2.0 <3.0 <50 <50 <50 - - (GW-1,GW-3) 7/21/2005 22.87 73.37 <20 <2.0 <20 <4.0 ND <2.0 <3.0 <50 <50 <50 - - TOC 10/10/2005 23.40 72.84 <20 <2.0 <2.0 <4.0 ND <2.0 <3.0 <50 <50 <50 <0.015 - 9624 1/16/2006 22,87 73.37 <1.00 <3.00 <1.00 <6.00 ND <3.00 <5.00 <100 <100 <100 - 4/17/2006 23.59 72.65 <1.00 <1.00 <1.00 <1.00 ND <1.00 <5.00 <100 <100 <100 - - 10/25/2006 23.90 72.34 <1.00 <3.00 <1.00 <6.00 ND <3.00 <5.00 <100 <100 <100 3/l/2007 28.12 68.12 <1.00 <3.00 <1.00 <4.00 ND <3.00 <5.00 <100 <100 <100 <0.02029 <0.00500 5/3/2007 22.30 73.94 <1.00 <3.00 <1.00 <4.00 ND <3.00 <5.00 <100 <100 <100 - <0.00500 NOTES: ug/L is micrograms per liter(parts per billion) <5.0 is less than the laboratory detection limit of 5.0 ug/L BTEX is total combined benzene,toluene,ethylbenzene,xylenes MTBE is methyl tertiary-butyl ether ND is non-detect NA is not applicable _ -not sampled Bold is concentration above applicable Method 1 Standards MCP Standards for this table are current as of April 2006 Wave 11 Update `MTBE analytical was conducted from two labs to confirm results. Page 3 of 3 �` CO- n In01.)0 � TOWN OF BARNSTABLE LOCATION - � �� SEWAGE # VILLAGE r ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size) NO.OF BEDROOMS ` l BUILDER OR OWNER PERmrrDATE: COMPLIANCE DATE: Separation Distance Between ihe: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet'of lea hin facility) Feet Furnished by '(74 A,'C 0 9� �, �►� S� �. � � .� O 'G, ' =C �� -o u LEGEND LOCATION OF FORMER B MONITORING WELL POTABLE WELL - d ® SOIL BORING DEEP MONITORING WELL (� PIZZERIA DESTROYED PUMPING WELL UNO APPROXIMATE LOCATION OF 37 NEW ENGLAND HINCKLEY AVENUE PRIVATE WELL TILE " ® MANHOLE GT-102 `, 1 ® CATCH BASIN PROPERTY BOUNDARY / \ n X FENCE LINE ® ,—/t9GT-101 USED �� W WATER LINE OIL USTSB-203 \ G GAS LINE ® GRASS 11 ® o OHW OVERHEAD WIRES d X ; UST UNDERGROUND STORAGE TANK � , X fl �� GASOLINE 0ILUUST~�� II l UST AREA SB 2-204 BUILDING i II I MT-3/MT-1 I �Y11 11 VACANT LOT CANOPY ASPHALT r GT-4�®SB-205 O � s �GT-3 � ASPHALT DISPENSER � GT-1 ISLANDS `` GTp -GT-5 1 L__ SBJ202® SB 20 { PW-1 _ G G G G G G G G G G G — I. IYANNOUGH ROAD I 1 y y a � CAPE OPTICIANS -1 MW-202 { B MW-202D K FIGURE 2 Sovereign Consulting Inc. SITE PLAN 1600 Boston-Providence Hwy 111 Walpole,MA 02081 SHELL SERVICE STATION#137772 0 40 a (508)404-1866 Fax(508)404-1867 590 IYANNOUGH ROAD I Project No. File:P0MMAP�HYANNIS-SP.dwg Date:11121106 HYANIVIS, MASSACHUSETTS APPROXIMATE SCALE IN FEET , NOTE: ORIGINAL MAP FROM .GSC FIELD RECONNAISSANCE. . \ \ I \ \ \ 1 KEY 1 —- PROPERTY BOUNDARY \ MONITORING WELL NEW ENGLAND PIZZERIA TILE UNO p DESTROYED PUMPING WELL APPROXIMATE LOCATION 0. OF 37 HINCKLEY AVENUE \ 0 PRIVATE WELL Is, O MANHOLE i- MW-102 \ USED x' ® CATCH BASIN MW-101 OIL UST \ � UST UNDERGROUND STAORAGE TANK —W— WATER LINE Q GRASS—, — — V I A \o OHW 0 ERHE D WIRES \ 1 G GAS LINE \ r-� _ ` GASOLINE X FENCE LINE FUEL —ter ^l _ UST AREA \ OIL UST BUILDING II II I G VACANT LOT CANOPY_ ASPHALT — \ I I GT-4� I GT-3 I \ \ DISPENSER I ASPHALT GT-1 ISLANDS I I p N I � day 0 30 I j GT GTS � Scale in feet -- -- --- -- L—---� Gam?-- - -- \EBI [EIVISED FIGURE 2 SITE PLAN PW-1 SHELL SERVICE STATION 590 IYANNOUGH ROAD HYANNIS, MASSACHUSETTS G G G . G G G GREF.: 020811.03SITE CHECKED BY: IYANNOUGH ROAD TED BY: ANG DATE: 12 1s 02 BY: CD DATE: 6 17 03 YGEOLOGIC SERVICES CORPORATIONCE: GSC Field Reconnoissance � Hydrogeologists and Environmental Scientists 15 Bonazzoli Avenue • Hudson,MA 01749 •(978)568-8740 _.�, w 1 \ to i PROPERTY BOUNDARY i \\ ` MONITORING WELL' \ NEW ENGLAND PIZZERIA TILE LINO 0 DESTROYED PUMPING WELL APPROXIMATE LOCATION OF 37 HINCKLEY AVENUE \ PRIVATE WELL O Z O MANHOLE MW-102 \� - USED ® CATCH BASIN O /''*MW-101 OIL UST \ `� UST UNDERGROUND STAORAGE TANK —W WATER LINE p �" r—GRASS —OHW— OVERHEAD WIRES `O 1. G GAS' LINE GASOLINE X FENCE LINE FUEL �� _1 UST AREA \ BUILDING \ � OIL UST VACANT LOT r CANOPY_ ASPHALT GT-4, GT-3 I \� DISPENSER I i ASPHALT GT-1 O ISLANDS 1 S� 0 30 I IGT-2 GT-5 I � Scale in feet --------- L----J GT-.7-- - ® ® FIGURE 2 SITE PLAN PW-1 SHELL SERVICE STATION O 590 IYANNOUGH ROAD HYANNIS, MASSACHUSETTS G G G G G G G GSC REF.: 020811.03SITE CHECKED BY: IYANNOUG`H ROAD DRAFTED BY: ANG DATE: 12 18 02 REVISED BY: CD DATE: 6 17 03 **V—HyZg2ogists EIC SERVICES CORPORATION SOURCE: GSC Field Reconnaissance and Environmental Scientists 15 Bonazzoli Avenue • Hudson,MA 01749 •(978)568-8740 x J d EG N LOCATION OF FORMER MONITORING WELL POTABLE WELL �' ® SOIL BORING 19 DEEP MONITORING WELL PIZZERIA A DESTROYED PUMPING WELL UNO APPROXIMATE LOCATION OF 37 NEW ENGLAND HINCKLEY AVENUE PRIVATE WELL TILE % r ® MANHOLE ® CATCH BASIN p GT-102 �` __. PROPERTY BOUNDARY / \ n X FENCE LINE USED �� W WATER LINE OIL UST�(1 70 G GAS LINE ® GRASS U ®SB-203 \` o 'i OHW OVERHEAD WIRES 1 X UST UNDERGROUND STORAGE TANK FUEL f 1 X. GASOLINE OIL UST BUILDING I 1 f UST AREA SB-204 I 11 114 I \ 1 VACANT l_ A-) ' LOT ASPHALT r- CANOPYGT-4®B-205 0 . OGT-3 ASPHALT I ' \ GT-1 DISPENSER ISLANDS I GTe GT-5 L__ SBJ202® SB 20 >-7 ! PW-1 G G G G G G G G G G j IYANNOUGH ROAD I Z CAPE OPTICIANS O O ' MW-202 ' B MW-202D d� FIGURE 2 Sovereign Consulting Inc. SITE PLAN ' 1600 Boston-Providence Hwy Walpole,MA 02081 SHELL SERVICE STATION#137772 0 40 (508)404-1866 Fax(508)404-1867 590 IYANNOUGH ROAD APPROXIMATE SCALE IN FEET NOTE: ORIGINAL MAP FROM GSC FIELD RECONNAISSANCE. Project NO. File:POINTMAPMANNIS-SPAwg Date:11/21/06. HYANNIS, MASSACHUSETTS . t f i iR \ \ i PROPERTY BOUNDARY \ t i MONITORING WELL NEW ENGLAND i PIZZERIA SOIL BORING TILE i UNO SOIL SAMPLING LOCATION \ A DESTROYED PUMPING WELL - s - MW-102 -�`. APPROXIMATE LOCATION i' OF 37 HINCKLEY AVENUE tFUEL' �. PRIVATE WELL y" �~ MW-101ynyOILUST \\ `�► / , w K \ O MANHOLE %OUST ® CATCH BASIN ° � \ O - GRASS-� ORMERSB LIFT AREA �� UST UNDERGROUND STORAGE TANK W WATER LINE GASOLINE —OHW— OVERHEAD WIRES " UST AREA t t �;, USED � � I BUILDING I G GAS LINE OIL UST SB-2 4 I I I II �,I r �I#� Isl�� � X FENCE LINE 77'- x ° APPROXIMATE AREA VACANT - I OF; RAM ACTIVITIES LOT CANOPY x ASPHALT r---I \ I _ GT_3 �4 DISPENSER I' II ASPHALT GT '1 O ISLANDS I 0 30 I I GT�2 GT- :. Scale in feet l SB-202 B-201 ------ L--=--J . +-SB - EB ® FIGURE 2 GT-7 0 SITE PLAN SHELL SERVICE STATION #137772 PW-1 590 IYANNOUGH ROAD O HYANNIS, MASSACHUSETTS G G G G G_ G.- G GSC REF.: 020811.01 RAM CHECKED BY: IYANNOUGH ROAD DRAFTED BY: ANG DATE: 12 18 02 REVISED BY: CD DATE: 12 Ij 04 SOURCE: GSC Field Reconnaissance p GEOLOGIC SERVICES CORPORATION Hydrogeologists and Environmental Scientists 15 Bonaaoli Avenue •Hudson,MA 01749 •(978)568-8740 _ �`�rHu= SITE DEVELOPMENT PLA _" - �� z Sos"o!o 5 W U5 $ FOR: _ d PROPOSEDRETAIL FUELING FACILITY g- �'�"' d o d PREPARED FOR:DEVELOPMENT �11{,p y1 ATLANTIC - - REVISIONS f G=W15 REVISED PER CLIENTI CFO TOWN COMMENTS *+ DUMPSTERIGEN.PAO 2 Ofi108/15 6 MISC.CLENJUP MNB REVISED PER TOWW 3 W(14115 OWNER COMMENTS CFO LOCATION OF SITE . BTa,nS REV SED CURBING MNB • 5 09I13I15 REVISED PER CUENT CFO COMMENTS 590 IYANNOUGH ROAD B ,9 O,tl5 WATER SERVICE MNB HYANNIS, MASSACHUSETTS a TOWN OF BARNSTABLE 9 ,0 BARNSTABLE COUNTY " 12 MAP 311,LOT 17 3 14 - IS e - WELLHEAD `nvFRDx uxwrnxoT S� - ' PROTECTION OVERLAY - za OVf y d IRLD' DISTRICT �eY:SHEET TITLE JGS SHEET ATTAMER a-,soLEOTF�-4— / wlll 1.S - 0 / � COVER SHEET 1 OF 13 PROJECC GROUNDWATER � OX1DC'TOi SITE PROTECTION OVERLAY B GENERAL NOTES SHEET 2 OF 13 BUSINESS DEMOLITION PLAN 3 OF 13CT DEVELOPMENT " .. — . . . . — ..— .. —. . 1. .—. . — .. — . ._ B . . SITE PLAN- - .. — H 4 OF 13 PLANS . —. SITE pO racxwAY BUSINESS GRADING&DRAINAGE PLAN 5 OF 13 FOR S G UTILITY Pw, PROPOSED x - � ZONE 6 OF 13 SOIL EROSION&SEDIMENT CONTROL PLAN 7 OF 13 RETAIL - � ww SOIL EROSION CONTROL NOTES&DETAILS SHEET 8 OF 13 FUELING t FVE�iINc nREA LANDSCAPE PLAN 9 OF 13 FACILITY - tdtt� LANDSCAPE NOTES&DETAILS SHEET 10 OF 13 LOOA[ON OF SITE; LIGHTING PLAN Lim 11 OF 13...CONSTRUCTION DETAIL SHEET12 OF 13UNTY • - - CONSTRUCTION DETAIL SHEET. 13 OF 13 - ——— - BOUNDARY&TOPOGRAPHIC SURVEY(BY OTHERS) 1 OF 1 ® B O H L E R - - -- - - �IYANNOUGHROAD ENGINE ERTN0 SHEET'INDEX 352 TURNPIKE ROAD a W ' y S00TF1BOROLIGH,MA 01T72 nD www.BohleTEngineen .com LOCATION MAP AREA PLAN W. :GOEB]EL PLAN REFERENCE:BARNSTABLE USGS QUADRANGLE - SCJLLE:-0D' NEER . Y. PROFESSIONAL ENGI yN�Aa aB �B«�B«o.N 5 .. AtvPE 6lAxp tll£NSE xe.T]PA 14 YNMIPSMPE Utt,g No.,t¢e6 f]ORtiAt1BFUSEtai - - SHEtT TIiIE: S COVER SHEET PREPARED BY 4 IF./ o H id E i_ ENGINEERING REV 6-1NO1l1015 .Y �w GENERAL GRADING&UTILITY PLAN NOTES GENERAL DEMOLITION NOTES TYPICAL a _ GENERAL NOTES ABBREVIATIONS CWiRAClOR IS RESPOVSIBLE FOR COMPIIANDE WITH_NOES AND SPECIFICATIONS E_MHD HEMS,CRARACON,ISRE5P01681E i0 ENSURE LINT NI LOCATIONS OF ALL EgBTWG NN VROPO5FD 5HMLE5 PAE APPERuTiUEPJO)bIUBT BEMDFDENOENRY[OUSTBE CORN LOLNUD RYCG 81 THE H RbR TO COMA IN FIR L THIS PLAN REFERENCES°OCUMENIB AIIDdFORN TqN BY: �O Td SYf CCS yp SUBf:ONTRACTOR,FULLY MDCOMPLETHIY CONFORM TO AND COMPLY NIIH THESE PEOIAPFIIFNRS 1 CORSTHULIDNIORE)'CAVATTW.SNRTARY SEWER ANIDALL OTHER UIFLRY SERNLE NNNEDIDN POINISNSRBEWMYEDBJRYCdNFWMED OY ELUFfFPACTORINEFELO FIRM TO KEY DESCRIPTION KEY DESCRIPTION 1Zw wa c�oo� Ey E COLMEHCEMEM OF CONSTRVCTIOH.ALL ObCREMUMMMTIMMEMMYBEREWRfE.WWNRMG,roEDN4JEER.COFIS'TRIICRONMUSTWbMENCEBEGWNINGATELOWEST BWNDPAY AND TOPoGRANOL SUfwEV y �9E 1. _FOLLOWING DOCUMENTS MEINCORPORAIED BY AEFBEIORMPARTOF MIS SITE PUN: INVERT(POINT OF CONNECTION)AND PROGRESS UP GRADIENT.FROPOSED INTERFACE FEIRTO(CROSSINGS)WITH ETSTNG UNDERGROUND UDIIIIES SHALL BE RED VEPoFlED BY TEST M PPoOR �N.AS.M"LLD-E OF HYPJFwS1.MA MI BE BOTTOM LURE PROP. PROPOSED �<O Pi t�Yd��2 ¢ TD COMMENCEMENT OF CONSMUMON1 PREPAREDB DONIROL PONT ASSOOTEA INC. ./ U0. ' 6 -BOUNDARY AND TOPOGRAPHIC SURVEY,CPEVARED By CONTROL POIfT TS°CIATF9•INC-DATED 11-. - TC TOP CURB IBILR TO BERIEIAGB) I'Y �L - 2 COHTPALTOR MUST VERTICALLY AND NORQONTNLV LOCATE NLI111LTTESPND SERNLES INOUOING,BUTNOT HATED TO GCS,WATER ELECTRIC,SPNRAREY AND STORM SH THEE iFGUBM E. SOUTHBO7MY15 MA µpgEPIAFED <qq< 6f ���� WA CABLE FIBER OPTIC CPBIE.ETL.WITHINELINITS OF DISNRBRIGE OR WORK SPACE WHICHEVER IS GREATER E CO"IRALTORMUST USE REFER TO.AID COMPLY NIM EPEOBRFAEM9 REVISED:O7x MI5 BN RACK OF CURB TOR TO BE REMOVED W 5F << O,THE-IGBLE&j_-NOTIFICATION MTEM TO LOCATE AU EUFIDERGROWDUTILRiES.EWNIPILTgiBPE5PON4BlEfOR REPAIRING ALLGWPGE TO MIYE%bTiND UR111E5 JOB�:CMIN62 WWNGCWSMUC110.Y.AT NO COST TO THE OWNER CINVIRACTOR SMALL eUHALL COS3 950CIATED VJRH DAMAGE roANr EA51111G UT%rtESDUPoxccoNa Rurnaa 2 COWTHI SHALL PERFORM ALL WORK.DGMG,D,WITH THE REQUIREMENTS OFE°CCUPAT-SAFETY AND MA`FP TOF,9T0,DB U.SG 65,Mzal.ASM6.IDFD p .UEOTECNNGlREPORT-PREPPAFD BV MCAPOLEGANNON AS$pOATES.APRLL NIi Bw BOTTOM OF WALL GRADE TPF TREE PROTECTION FENCE W MO i .TPNTIL REPORP-WA 1 RrsEC0111MCTORS RESPoHSIBOTY TOREMEW MlCW51RULTOR fANTMCT DOCUMENTS M[LUONG.BUTNG UNTRIED ro,NLOFEORAWwGS ANIDSf£CIFlGTDNSASSOOATED ANDPIT MODIFICATIONS,ANEDMENTSOR0.BASK1N5 T0$N.d: y SLR AN I§ WIMEPROIECT WORKSNE 7 TOEWITNTOR AND DOWENCFMENT OF CON4MUCTIOR SNWLDME WNRRACTOR FORD A OORFUM NDVRDIBCREPAJFL BETWEFIIE /W TOP OF WALL BLDG. BURRING RI F;W 9-1 €p i1 Flg .E FFINMEMALREPIXiT-WA DOCUN.RMSREUTDETOMEBPEOFII'ATFWSORE RIIATB'E°R APNIGBLE CODES.REGI1tATI0NS UWSRIRES,STAMEB A10R1R ORDINANCES.DBMS LttRMCIMSBWE THE SCOPE Of DEFINEDBYTHEA3.. BRINIER ENGINEERING HAS NO GONTRACNAL.LEGAL,OROMFA RESPONSIBILITY FORJW SRF BAFETYORJOB BILE SIWfRJ1.90NL OR ANYTKNG PIIATEDT°:!ME W3 ' PESPOR51&CITY TO NOTIFY MEPRQIECT ENGNFFR OF RECORD,IN WRITING,OF 6N0 CONFLICT ANDIOROSOEFNRY FWOR IUESFARIUN CLNSRRIX:IIIM LIMIHAUiiASfMUAO TO GEM EJOS" ENSTNG SF SQUARE FEET I••1 ZV q F�Oz Ij� PRIpi TOE STMTGLWSTHUCIIW,THE CONTRACTOR MUST VERIFY TINT HFJSHIE HAS THE EDITION OFMEOOOUMENTS REFERENCES ABOVE TUSS ORA NGBN`RDINENLLNGCOMPLINICE WITH MLfF.DERAI.STATE µQC°OCPL REGUTAnLOSUI'S,STATIffES.MDINIWANCE OF ALL ` ANDCOOTO CFS°M'DTEFUIRIRA.CdARAC1di 5HNL BERE5PON31&F FOR THE THE OTHER SITE"PLMI DRA pLANi IS°VOIIENG9 AND MROVNEM DEMO TIxW ACTIvrt ES ALL IHLiDO Mp1AL VARK LECEBWiY FORELONSIRUCDON OF ME N!SRETIAPROVEAENTB � fNJNiRALfOk$RESPoNSIBIITY. NLLOSTS ASSOGTED WRH SAME r BM BENCHMARK SMH SEWER MANHOLE O pX�• m FjWy S DONiRACTOR MUSTRNSE NARY WESTION,CONLERMNG ME ACCURACY ORINIENTOF THESE DUNSORSELIFlGnONs.GOVCFANS REOMDINOEMPUfISLESAFEIV Z ... 1 THIRD 2 ALL ACCESSIBLE CODA ADA)pM,UM SPACES MUST 0E CONSTRUCTED TO NFFT.AT A MNUNUM E MORE S,R D OF E REQUIREMENTS OF E'MORIGNS WITH AND EARLY_ < f1LRIBIlf1E5 ALT(ADIO CODE IN2 US.C.S In01 NFm.AND d2 US.C.4 n51MeeR.I ORE REOUWELEITSGElWl5DIC1F0N1 WNEEEPRONECTrsroBE d. �ECONIRA LOCATE ESPONBIRLET°PROTECiI OND LI4M°ANN1 AClIL'E AHD RNLRVE SYBiFMSYTNAT ARENOT BEING RFJNOVEIIMk10GlE0WWNG SIlE1CRVRYTOFE TO BE STANDARDS EFM(�S OMEINESE�PUVFS SPE LA DONS OFFPL'�LIC�LE FEDEPAL54M r REGUAnONSRUI °`SREO.RoDAEIOS,BTAnRESd CEO ErFF. EDGE PAVEMENT OMH ORABI MNMOLE COISIRUCIFD.ANDANY ANOALL AMENDMENTS TOBOTHNMIOR MEINEFFECTYAEN TESEPWISARE COMPLETED. CENTERLME SRA STORM WRESPO1 PRIOR To VAR CONSMULTM OR°F DGASAU,TM.THE ABNGTIfIN 5HA1 BEGINCON°NUNf RESPOMBILE TO ENSURE THA'"ALL MULUMD PE-AND APPRWAS-SEEN OBTAINED. NO RECFA'ED ANOMORWGIILY AEVtEIVFD ECOMMFMBro ALL ftANS °HER STHE IOEMIFITORNILST REWIRED`FO THE�RQIEOf.T ITSELF WAHEfbNMACTOR MUST FRONFAV" IREMNrt"A'D IS F ALLSBLE m MECESXAVE BFFNTERMIWIEDLURES.10 _ FINISHED FLOOR YJL BPNRPRVDOOTNENTS R M FAERIED D M%IOVID BY IN UM THE C AUMORTTI6 S R LONFlRIAED THAT ALL NECFSS RY OR REQUIRED PERABS NAVE BEEN OBTAINED, �AGAIIDONEDIN ACCORDANCE WISE JURISDICTION ANOUIILIIYCOMREOUIREMFNTSNDALL OEAAPPUGBLEIEOAPEMENFS.RULES,DAIINIFS.UWS.ORONONCES ARIDAOBTNNJD TNL REO IU RED PERMITS AYDCO N•WMNwNG SNfEON SREo-OR RE-BYE ENGINEER ACID OTHER PUBLIC AGENOES WITH J-D"TON YP"A" "' VENFY IN FIELD CONC. CONCRETE O a >8,wCONIMCTOR MUSTMAVE DRIES OF All PERARB 0.VDIPP0.0VPL5ON SIIEAT P11 neEs. O ATIGNOTTHEMOIECT.S,TEWERI(.ANDEEND""W WOUC EONMERICONTRACTOI MUST BE GANLNRWITH AND RESPONSIBLE FORE PROCUMM"T Of ANYAND ALL m'FICAT@S REWRED FORE SEMIDE OF A S E CONTRAROR MUST INSTKL ALL STORM SEWER AND SANRARY SEWER COMPONENTS WwOl FlR1CiDNBYONvm PPoORroEW5TP1lATI0NOFALL OTIERUDUTES. GENERALCONTRACTOR ARCH. ARCHITEClURA10ERTFlGTE Of NgflANLY. RNDTOYWG.ATANNMUM,E MIIMGPN fNGWEER OESIW ENGMEER AND l0UL 501 COTSENA10N OISFRICf,RNQTRS PRIORroMESTNTROF). CONTRACTOR S RESPONBBLE FOR LOORDNNATGN OF SITE PLAN DOc`AE`TS AND McHTIECn1RN OES," HIGH POINT REF. DEPRESSEDSALLWOIXMUSEBEPERFORMEDWANORDANLEWITHTHESEPVNS.SPEOFICAn016 AND CONDTIION,OF APPROVAL AND ALL MPLIGAGLE REOAREELENiS,RULES REOUIREMFMSDETNLS,DOOR ACCESS.AND EJ(1WOR GRADING.THE ARCHRECT WILL DETEITHE WIIYSERVICE SIZES.EORILL WOR,LS.BTAE_U,,WIRFAFcMAHEWITH ANDBPLAM.S OFPILGOVBWNENTALENRDESVAMNWSOGTIONOVER1w5%10RCT. LSS �I'ATIR MAWIDCON0U1RFMEMNTSWRH WSDICOONNDM COFIR0.0 ,ND TIIERAFPLJPABIE PE011WEMBRSETGWSTPllINGE REONRED SOIL ER°310N LAID SEDWEHFCONIRDL N•ffASURES FPoOi 04 LOw POINT N'CAF. HANDICAP S EGEOTECNMLN REDACT AND RECOMMENDATQIS SET EARTHS HEREN AREAPMT OF THE REOUIRFD CONSMUGDN DOCUMENTS DID,IN EASE OF CQIRICT. STATUIFS,UWSORDINANDES AND CODESAND.FllR1HER IS RESPONSIBLE FOR COOR"FAG ME UTILITY TIELLSfANMcDONS%SORTO nONcn OTMcoTIMwTJiWBERWCE D.MA000NDAHCE WTMSTAIEGW.THE CONiMCTOR MLST CALL MESTATE ONECALL DAMAGE PROTECT°NS1'BIFM FORIJIIU1Yw1RKOR•OI ADVANCEOFANYEYGVATQY. �Im N. MINIMUM OSCRFPANCY OR AMWWITY.E NOSE 5TRM#NT MO,IRFNFNIS ANOM REMANENGMMAS DONIMMEI ME ELMS ANDS GEOTEDIMGI REPORT AND WHEFEACDNFIDTIS)IXSTS BERVEENESESTTE%ANSI ANDSARCHTIECn1RMpWIS.ORWHERE ARCHRECNMLRA IRDRYCONNELIION PORTS OEFFLECONRUCiOR MOST E.LOCATING ND PROTELIING ALL UTILITIES AND SEANCES,INCLUDING BUT NOT UNITED TO GAS-WATER EIE-G'BAN-MD 5TOiM SEWER.TEIEPH01✓E CABLEBLEt OPTIC, REVISIONS RECOAWENDAnONS SHWLTNE PRECEDENCE IIMESB SPEOFIWIY NOTEDOiHERNtYOREPLAI6 EDWITIACTOR MUST NOTIfYMEENGINEERMWAMNG,OF INAEDAMY NOTIFY_ENGNEFA.IN WRITING.AND PRIORroNNslRurnaa RESDLVESN•£ GBIE ETG VRTIOH AND ADJAS£NT TOE LIMITS OF PROTECT ACINREES.THE CONiMOTOR MUST USE AND COMPLY WIIHEREWIREMENNTB OFMEMPII(.eo,c MUtt W, MFERSErnOR MAIL MN(IMUM ANY SUCH CONFLICT,OSCPEFNICAORPMSIGUITV BETWFEHE GEOIECRNW REPORTS AID AWLS ARID SELIFIGTDxS RIWtiO PROCEFONG WnH ANY FLINTIER N Sn nMSYSTEATOLOGMEA tNOER(dt°wDUNRIES ftEV DATE CAMMEN! BY R WATER SBRNLE AAIERNLS,BUPIAl OEPM.AND COVERgEWIRENENTSMVST BF SPEGFIED BYELOLKUT6ITVCO•D'ANY.WNRRACTOtS PPoCE FOiW IO CONffMM PG POINT OF CURVATURE R8i.11 NUMBER CONfIRACTOTI MUST COfTACT REVISED PER CLIENT/ WOIRK FEES,COSTSMDAP%RTENANCES LT.PRO BYE UTUIYTOPNSiTUR TAl AND COAPIETSNDPDNG SFAWCE 1CSFEI 7. THESE FINS ARE BASm WINFOPNMnON PROVDFD TO Ol1NLFR FNGWETJRNG BY ME OWNBt AND OMERB mm TO E AWE OF PLAY PREPARATION.CONTRACTOR MEPROFM WATER CITIES ANO VAULT.PRIORro(:OSI.EIIONG OOSTRUCTION F.PROTECTING AND MNNTAMwGM OREMTION,ALL aC11VE U18nE5 ANO SYSTEMSMAT IRE NOTBFLIG RFJAOVFDDIIPWGA01 fE11AOf110NICTINnES PI. POINT OF TANGENCY W. WIDE OYABn5 TOWNCAMWE.IS NUMB MUST F1F1D VERIFY FwrnxG CODRI0N6 PAID NOTIFY BOHLEi ENO"EERMG.N WRITING.INNEOA IF pC1UAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ORE DUMPSITES/GIN,PAD PVN,OR IFEPRDPOSED VIORONSIAMNPREWIHANYOMERSREMNSEEF. 9. NI NEV UTR111F5SEA10E5,VNLlIIOHG ELECTPoG TELEPHONE CABLE N.EIO.ARE TO BE INSTALLED UNDERGROND.PLL NE4V IJI8R1E55E ce MINT BE INSTALEDd N'IIN GM OW FOt ANDOWRDINATMG WRHEAPPl1G&E UTILITY SBRWCE PROWDEWST FORETEABDMRY DR PERMANIEJJT TERM"Ai10"OF SERNCE REWIRED BV nS 2 0&09115 6MISG CLEANUP MNB TURES, E MLIIYISERVICE PROVIDER WSTALLATON SPEOFMAnONS PNO STANIDNDS. PROJECT FLANS AND BEGFlGTNRIS.EWNIPACIOR MUST PROVIDEME MUTY ENGINEER AN,OWNER WRITTEN NORFlGTIW ETMEEASIING UIIUTIFS AND SERWLEi PI. PoINi OFINTERSECTION DEC. DECOMTNE 6 ALL ONENSIOS SNOVMW E%AN,WSf BE FElDVFA1FIED BYE COMPACTOR PNIORTOMEGARf Of CONI5TPo1rnONL CQARACTOR WSTNOTFY ENONEELW SINNED PER ENIE WRfIWG.DANY'CGNFUCIS.OISCREPANOESORPMBIGUIII6 FJOST PRIOR TO PROCEEDING WITH NISTRIJCIIDNI.NO IXiRA CA1•mB15ATI)N WILL BE PAID TOE 10. BRIE GRADINGM ONFAAGIISREDMACCAROMILEWRHn1EN PUWSANDSPECIFlGTIONLRANDEREWAYITABLE OSBETFOHINMEGE01EO0'AGLRF%MTREFEAENALL MTwS HayE BEER IERMINATEO AtD ABANWNEOIN AOXIRDNNCE WIMNRl9)ICTIOHLL PNDIIIIUIYCOMANV PEWIREMENIS POINT OFVEROCPl FLEy ELEVATION 3 OBFN/15 OWNER COMMENTS LFD CO111UCTOR FOR WWW WNOR HMro BE REOOE OR PFPABiED DLE roOWEHSIM5ORGRA065HOMN INCORRECTLY OI IMEOE PIAIS PRIORroCONTRACTOR PLAN GET.ECOTRALTORISRESPON4BlFFORi@AOwNG AND RERACDIG UNSUITABLE NATERIPLSNnN SUITABLE NATERWSA55PEGFIFIDWEGEOIECWBGLREPCRT.bJ1IXGVATBY INTERSECTION d H COQROINAnOR WITH 1111NV COMPANOES PEGI•RDPIG WORMNG DEEDING NQIPS OR ON YIEFIQNDS AS MAr GE REQUIRED ro NNMiZE E BMPPOT W E MFELT®PARTIES. 072 V15 REVLSED CURBING MNB GrvWG ENQNEER WRTTIEN NOTFlGlION OF SAME AID EIGVEHL TNEREPFIER.PROVIOdG CODiULiOL WITH 1YR1f1EN AIAMONQAttONro PROCEED SU. OR FOJEDMEASLDSTBEGW.PACIEDASDUTHNED WE GEOTELwICP11✓EPoRT.N°ISNRE WMENTAT1B.ff Ci RACQETJT IRhTBE SUBMfIFDWALOAPALTIONRHEELLREFMFD BY � T°BE GONE UFFRElK6TO BE CONE AT NDAWDIONI NSTTOEONNBL SIA STATION LING UNDERGROUND PWMOIIALWORK AOVA11FiED GEOIECHNIAl ENGINEER fEGSTERD NTHESTATE COHERES WORILSPEAFORI®.VEPRYWGIMATNLFI cn ME 4MIDSWGPME N�AS WADI"EBLODMG PAD REV6FDMNTS NT MEAANO AREk9ro BE PAVED NAVE OEFN COWACI®W ACOODNIDE YIRHTHESE PL.VNS,SECOIGIIONSARDME RELOeNEJDATDNS SEffORTI,M MEGEOTEOdIGLRBORTAND All 9.CONTMCTDR MUST REFERro MEARCNnECNWllRU1NING PUNS VFRECOND'FOR EXACTLOGTIOS AND OMENSDNS DF ENTRYIBT POINTS EEYAnaxs,PREINSE qP w LE REWLD SUBBASE BUE SDEFNAFD)INSURABLE BAY OWHBU0EVF10PER OR OIWR EEWDEVELOPERS SIRFPRESEMATNE SU8R45E5T08E RB.WVFDMDf61IDW1111 PPPfDVID FRIG I WEEVEM ECONRULTOi°ISWVFAB ANI'Na2ARDWS MAlER144E REMPALL(lF wwCH6 NOT A0DRE85FDMEPROIER PLANS MD SPEOFICAIIOB.E GRf GRATERIGHT OF WAY 5 OB In.2n5 COMMENTG BVRQNG OMIENSIONS,ANO ENACT BUILDING UIILRYIOGnONS CWMn MWU lMMEDKTBYCFASEALLWORKMDMMEOMELYNOnFYEOA'TRITER ENGINEER DF TIRE OSCOVFRY DF BUOY NATBUALi TENSEST LF LINEAR FOOT 8 1NDlnfi WATER SERVICE JB NAIFRV•1 COMFACTEDM01REL1ED BYMEGE01ECHwCAL DEPORT.FNRMWORNAGMnEB IN0.U0MG,8UFNOT UMI1EDro.IXGVAnON.BAOOILLNIDDO•WACRNG MUST GRANDLY WRH 10.PRIOR TOE STARTOF OQN5IRULTIOR,ECONIRAGOR MUST COORDUTATE THE BUILDING GYOn BY CAREFUL REVEW OF THE EMIRS SIZE PLAN ANDS LATEST TIE gECOMMENDATONS INEGEOTELNNIGL REPORT ANOALL MPLIGBLE REWIEMF3nS.RULES,STAnnFS.UWSORDINPNCES ANDCODES FMRNANW ACTMIIESMUSTCMPLY VriTH T. ME FlRMORENGINEER OF PELORD SNOT RESPONSIBLE FOR JOB GITE SAFETY OR SUPFRVIBION COTTHA0IORMUSF%i0C®WITHMEOEMOfTIONMASYSTIXNTCNID SAFE DIP DUCTILE IRON PINE LOU LIMLT OF OISNRBNNCE 7 MCJBTELnESTART 100"S"NG.BUT NOiIWTFD TO,SIRULRIW-1IECIUMCPI.E1FCTfiGL VLDF•81MG AND FIRE SUPPRFSGIW PLAN,LW®RE MPLICABIEL MEBTANOPRD STATE WTSPECIFlGnONS FOR ROADWAY CONSIRUCiIDN M1ESTFJNROfIIMDMYAAffJDAiFNTSDR PEVbIWST"ERETO. MANNffRFOLLOWING P1l iME 05NAREWIREAffNTS TO ENSURE EIBUC ND LONRKLTOR SAFETY. DONiMLroR ADST INSEOAMY NOTIFY OWNER MCwTECT AND SITE ENSMER W WRnWG,OF NfY C"U"S,OSCJIEDMILIEN ORAA®IOITIFS NYIOI FJ15I. .11. AILFlLL COWPrnON.MD BACDBL MAERIPls PEOURFD FOR 1FI811Y WSTPl1Al10N A1115TBE AOPEREIlEf/JtMAENDAT10N5 PRO/BEDWEfSOTEOWiGLPFPOiTMD1AKT BE S E OOITR`ETGR MUST PROVDE ALL),EATS AID METHODS NECESSAIO'TO PREVENT MOVEMENT.SETRELEM.OR CQIAPSE OF BOSTUD STRUCTURES,ARID ARTY OTHBN PVC PER.-NIGHCDEf6T'PIPE LOW LIABT tl.'pFBRS MUST NOi BE BUR®WESIJBJECF SREAAD NL GISATMLE E%CAVAlE01M1ERVL MD DEBRIS)SOD WISTEj MUST BE DISPOSED Of WACWRDNRLE WTM WOROWITEDNTHEPP%JGSIE URBY CONQ'NIY SPEORGTIONS Wf1FNEPROlECT 00EB NOT RAVE GEOIE]UBGLRECOMLfffDATROHS.fRL MD CONDACTION MUST.ATAMBDAIM OVEAffNFSnNTAREMNMOMON°ROFF R MECOORAL"U" RESPoN51&EfOR ALL REPPIRBOF DAAAGE TOALL IIENBTNT ARE TO REAWIL CONIRACTDRMUST lSA LMI0.SLAPED MEA 9 ME REQUIRFAiFMSOF PIT'ANDALL GOVERNMENTM AUIHORTIIES WHICH NAVE JLRbOCTICN OVER TH0.5 PROTECT DROVERCONIPALTOR COWRY WTINESTATE WTREWIPEWNTS AAD SPEOFlGn01SPND CONSUlTN1I5WULHAVE NOlNBI11TYORRESPDW9®LJTYFOR dLMREJATED TOELL CUdPiCnDNYD BAIXFil1 NEW MATERIAL FOR 7LLL REPNRS WNiRaCTORS REPAR MUST INQIAIEE RESTOMTOROF ANY TiEMS gEDMRED TOEPRELEMOURON WNDDiDN.OR BETTEL HOPE POLYETHYLENE%PE FLIHIINER CONTRACTOR S FULLY RESPONSIBLE FOR FARIIM1'IORK80WILE REINFORCED 12 ECONIPACfORSRESPQNSIBIE FOR DBNTIMNG WHEN SHORING bREWIRED AND_INSTALLING ALL SHORWGEQUIPED DARING IXGVAnON(TO BE ERFORMED _ CONTMCIOR SHALL PERFORM ALL REPAIRS ATECOHIRMTORS SOEFY3ELSE- RW CONCRETE PIPE PLUS OR MINUS 10 MAOCONGI NTHWMBFMMSTANDADSTNDANVAW11lONALPREGU110NST08ETA1a=NM-UREEBMBNFYOFADYLCENT,NFARBYANOCONNGWU9 12 COHIMP OCENTRES ECTONiPMTOtIS RESPoNSIBLE FOR OETERMJNMG E TAFANS AND NE11N0.5'REQUIRED TO °R1HE�INIFMANOPERFOWAANCE LPIIWAOF0511AMWEL _ DEGREE SRWCNRES NDPROPETESTHEYEHING SLOPE I 11 ASPNY OTHER BVIItt TNi MAS JUPoSDtrnW WRIXGVAnONANGORTgEHCwNG PROLFDVRES PND CONSLATAM SHALL HAW TIESPOIbIBLiTYFORORAR REATEJFOR°RASREATED 9' FO OISTURBANLE UNIESS cc�MUST NOSMIEbIN SIPoCT`MACCORDANLE AND CDNFlMMMCEWR"TN°E PROJECT PLNIB ANDS EP OFlGTONS nPNOOR UNDER THEWRTEEN DIRECTION OF THE B 11 ECONTINCIDRrs TO E)ERtlSE FXIiE.ff fARE WNFN PERFOPoMNG ANY WORH(ACIMIESADJMBrtro RAVENNL STIN2TAES.EICrABQINE TO RFMAJN Ef11&n TOIXGVATW AND TRF1W01G PROCEXPtES. OWNERS STRUCNRALORGEOIECNNIGL OIGRFEL ME AEETIXbiOD DIDIA DKLETER 12 FOR AN WTLAL P11M£OF E PROJECT OR AS PART G E FlNAL NNO11ON.COMRAGOR IS RESPONSIBE FOR TMIN I ALL APPROPRIATE MEASURES REULTdED TO __ _ ENSURE MESTIRULRMM STANLItt OF SIOEwAus AlO PAVEMENT.UTLLn16.BUIIDMGS.AND MFPASIIRULTIRE NHNR PAE roREAWN.ARID roPROVDE A,AFEWORIR tl PAVEMENT MUST BE SAW WIMSTPNGNT TINES AND EXCEPT FOR EDGEOF BUTTJDINTS.MUST IXIBIDro THE OEPTHG MEIXLBTING PAVEARNrt.ALL OFBWSfROM RFMNM R pADMS I MTHEOPEMTId "TSEREA°VEDFROMESITEATETNEOFUN VAII°HST(JLID'6MGOF DEBITS YALLIDTBE PEAMEED. 10. WFERAS,MDARTBTRABOES,,,FILTINRY SWIM,NEW R&ROVBrt1fI5 AND CUIRLIMCFW iE MCONA TNTHEMOGUIDVICEGW THE td.ELOHIMLTORSRESPO,SIBIEFOR REPARWG ANT DNMCE OOE TO ANY NEWORFJOSIING CONSTRUCTION OR PROPERTY MRMGENURSE OF CFMSTRIDiDN, 11. STOATS OF IXISTMG MANHOFS, E , NECESVNYroNMTCHRNOPOSEDGRADESMAf%APDAx(EYATIALL FINTEEDSUiRFAL REPORT.REGRADED OPROEM POSTI'M0EY AFTER 0EM0UTI0N ACTNnffS.MD MUST BE 0Off S0 AB TO PREVEFT WAIE2 BR8fMGEIXGVAiWRNCLDo OUT NOT IJMIIED TO ORNNAGE UTILITIES PAVEABNT,STWPWG,CITPB.ETG MD SHELL BEM ALL0.SSOCJAIED WITHSANETO INCLUDE BUT NOT BE APPUCMIF 5( WIRUOFSFwISHEOSMGACES MUST BE GgPOED TO MDMO1EroSITDE IIRPINACE. TYPICAL LEGEND AND NUST DEDUCE ALL BIG-INImcaNNErnWLIMRFD TO,REOESIGN,RESURVEY.REFERMFnMG AND CONSniULT"ITHE COPTRACIORSRESPoNSBLLE FOR THEINSfALUTIXN OFSANITMYSEWER 5TOR1A.fK'_SAND ALL UTILIIIES,E WNWACTOR M115TMVNFPIN ALOOEAPOTWFWSPtD T11IXRWGN�CORDOFG(MSIRUCnON TO 11. IXPLfu1F5DUSTNOTBEUSEDWTMOUI%IOR WRIf1BN CONSENT GBOTHE OWNER ARO NL APPLICABLE GOVEMIM®IFAL ARntDR11E5.PILEREOIIEDPEUtI1SND C(INSTAUCTION PID MAST BFMALL COSTSISSOQATED WTIH SNAEE IS OURRIG ORYUSi GREALYNDIEPNYWSTNJATONSETOEMTE FRAME WFONNTDN CABLE WiRID CMDIJfTS.ARID ANY UNERGROND ANESSOO'EOIIIPNF.Nff DAMAGED WRID IXPLOSAE CONMOL L GE,W,9 TINT E G REAMED IS E FEDERAL STALE AND lOAL CiQYERTIMBNTs MITST BE M ALA(£PPoOR ro CONTIKCTOR STARING AN IXROSNE IIEPAR OF ANY SUCH NEWOR ESTDNG LGISTRULT OR,PROPERTY NUGT RESTORE BUD,WNSIRUCRON OR PROREHTYroAGONDITW EOUNALEMro ATUFORR DEDAM,, 0.HEUTALLED LOCATDNSOFALL NIUSTB ROUNON A CLEAN EE DRAPALT PRWRALI ANIDNR NNV DR1DIffIDH.MEL(klTPALTORSM50 PFSPON6IDLE FOR NL INSPECTION PLAID SELLIL NBMTdI TESTING ETSR[-0URED TOMONYTOREEFFECiS O,IjT PRROPOSEE 1HANECODITIONS FPoORroCOA%ENGp.D+T OFE COSIRUCTIDIL FNDNCONF0111UN1F W11N M%I"A"'CODES TANS RULES,REGwAT1°NG.STATUTORY COHTMRmMEU11NYPINL MSRECOID FAASTBE HF➢T ONACIEM OOR'OR EORAM4GE OR UTIfRYPINL WAORCONIRPLTORMUST EROFTLYPRON0ET0EQMDR ATE ON ALL LOCAL SIIBKTURES, . RE(NIAEMEDSPID STATUTES CONfIRNLCTDR MUST BEM PLL COSTS ASSWTAlED W1M SMff.CONTRALTOPb RESPON5Q4Ero DOCUMENT Pl1 FMS1WG DPANOE ARID NLWLETON OFNURIC PROPERTYUFE PERMIT TONOTIFYEONNED ANOMEDQISTPUCTION MNLY+ER PRIOR TIESfARTOF CONSMUC1iDI1 iR WHEN SITE B1iREMM,PLANS MVO ,,,LYiRE BNIDTNGS SOLff OF WHICH MAY RE HILT AT A IATEA DATES CONIRACM NISf EITEID ALL LIMB W0.UODDEUPDTUWTEDro ADEDEFTED SAFEPRASTIce _ SETHAG( SET 1S ALLCWLREIE MIbT OE AR ENIRNNEDAND HAVESNNNMN COAPRESSNE SIRENGNOR0,000 PB ATID DAYSUNLRSOTHERrASENCEEDWMEPLAMS OEFMS MIISTCM FNOSMAPPROPWATE NA AARDnONSWTIHAEIR.LAD MI15TtD}EAT(FAST OROF�B C ONACIEM COPY 0FE0PAMAfEORUTWiY PUW VAIOI OR 11. D CES(MUTEI)CONTRACTEIR FmBUL STATE LAND DGLY PE RELATEDVIRESNBACf AOWWYS °YID#SAY. __�._ FASEAFGOF AIDDP GEOTECHNDAL REPOT. C MRACTDq MUSTPRG®RY%DVIDETOEOWNENNPCWCpAPIEn MN EWORK 13. QNITRAGTOR MUST CONDUCT GEMWTM ACTMIES W SUCH A MANNER TO ENSURE NNMUM IN MERBJLE WITH ROA08,STREETS SIDE`U"WAULW'AYB.MD OINBt W� PROJECTNo: W1d1159 11 MEENOHRFA bNOf RESFlWSDLE FOR CONSITDrnORMETHWS NEAxS.IECHWQE.t ORPROCmWFS.GFNEANLYORFORECONSIRIILTION MEAN,METHODS, ADJAOEMFACBUIES,SREEi CLOSURE PERM(iBN41GT BE RECEDED iftMAMEAPPROPWATE WVEUAAENFM AUIRROWRY%IORIOTE WNFIDETBFF OFPM'RMOOPBING DRAWN BY: SJWDFD TEOOIOSAORPROLEOIES fOI COM%FTOR OFMEWORKUEPICTED BOTHON MERE%ADS,PLAID FOR PMY CONOLCISSGORE REV)SIONSWwORRESULT FROM SAME 17,E CONMMTORLSRILYPE.tipOWIBLEFMVEefRATIGI0F F10.5TWG TOPOGRIPIOC MFORMATION ND UTBnY ONETTEIEVATWf6RIORro WYLffN10NDMVCONBTIdICFid1 ORDBAOUIIONACTMTB:SINDRADJAMWTOEWG"T MAY, - ® S '�F CITE' JG5 WTRACEORrs RE9ON5SLEfOi DEEgNwNGEMLTM005MFAN8 FOR COMPLETION OFENDRIR%IORTOEOJNBlIHBNT OFCO61RUCfICMI DRREN)4 OR 0.10APNYLD.9°PEGRAOEBS TTDI'FM FatD1COl MOOR LP6T WORAE�IMATaY BBL1IH NNMDDroEENGMFER NO' SEl{£R AFANIgLE N�i DATE' amass 14. DEMOnDN aCiGRi1Fb ARID EDU&AfIJT LBSTNOTISEPIrsfS0U100EEDFFBEDPRO1ECTlDLTLDF.WTIIUf WRrtTET PHA<SWQNOF TIE DM%ER ILO ALLCAV9U�ITAL C SCALE ASW= 11 EENGBN OFRECORDbNDT RESPONSIBLE FOR JOR Sd1E SMElY.E1MGINEENORgECOg0 N0.5 NDT BEEN RETRIEDroPERFORMORBE IZESPONSSIE FM JOR TEAT AAY ORCWLD AFlECfEPUBLIO SAFETY.HENMOR(ZJNEAPLWFIFARE DR PROIECf OAST.R(%IMRALTOR FROCJ$1S WITH WNStWOnORLYI11DUf PRWDMGfliWFR CAD ID: W1d1159558 SIZE SAFETY,SAME BEING NRDILY OUTGO,OR MGME,B SERYGe RELATED TO PROIECT.E ENGINEER OF RECOEI IS NOT RESPONSIBLE TO IDENTIFYOR NOMGTLIN.NUSTBE ATECONTRACTORS OWN WSILAND,FlNNTHETL NNIRACIdl SHNLLMOEIIIFY.DFFFIID NDHOLDNNWFSBMEOFSIGV ENGWE)R WRANY GANGES,CGSIS. AGENCIES WITH AIISOICIIOIL GTCN BASIN REPORTNITJOB SITE SAfEtt ISSUES,AT PN1•TIME WNPoES,ATTOPoNEYS F¢SAHDE wIE WwOR RESULT FRMA SAME IS.ALL CWIRACIORS MLST GARRYME SPEARS]STATUTORY WORKERS DOMPENGTDH INSURING_EMFLOVFRS WNLfTY INSURANCE AND LJMRS OF CONMFRCX 1R PROPOSEDTOPOFCUR°EJEVATONSMEGENERALLYSMIryEEAS LO'.ALASPNNTGRADEUNLESSOMERVISENOTFB FIFSDMNSTroCAEATEANNIMUMOF J115YGUnEiRCiWE 15. ECWFMCTW MUST USE WBT CONTROL MISUSES TO IIMRT AIRBORNE DUST MD OIRi RISING AND SGTTEPoNGN THE ABA FEDCRM.STAIE.NQUR I'"D'� : SITE GE_LABILITY w9URANCE(CGL4 ALL CONTINCTORS MUST NAPE EM COL.mice,EJDOR,,ESV NUE SOLES ENGNeRMG.AND ITS PAST,PRESENTAND &MEU,SFACE RSCONTRAL?OR'S OBUDAnQY TO ENSTITRE IHATOESIGN fIIONEM APPROVES iMAt OIISING Qn SHEETS%IORroMST•WATON OF BRAE BDC ES<MNOLFFUN OPERATIONS.T ��RDINOD bx,RA°LFD°A RSRRFSPoS ORFOMR PERD°RN11G�N1 AONCEVTARE T@�0. °' roWIDIIpILALLDDSTMDDEBWBGGgD � �j ° DEVELOPMENT RITUHE OWNERS,EIRREE6 DIRECTORS PARTNFRI SNMEHODFIS,NMeG,,PRpOPAIS.GONNDSIOHERS AGENTS SERVANTS,ENFLUYEFS,AFTILLATES. SLe,GIAPoES AND RELATED EN,,e.AND RIB SUBOOTTIUCIOS AND SUBCONSULTANTS AS AODITDNAL NMRD UNsuMU AND TO PRUYDE CO,rtRAC11Nl LABILITY 1S -TO-SHETfORIDOITCNA1NOfES 16. LUNTMCTORSRF5P0FSEE TO SAFEMNRDE SrtEMHE�S^RYro PERFORMEIXAIOURWWWDRAMAxNER AsroRRVFMEExTRYa UMWnDIiR�DPERSOIS K SFOTEREVATON ram' PLANS DOVFNU.E SUFFDEn TO IISIRE TADS HOLD HAWAESS ANO MOEAIAtt OBIIGATDlS ASSIRA-D BY ME fDN1MGORS All LONIRACfORS MUST FW WL91 BOOFA AT-1104L mm-• ENGwEEE01G WFM CERIDIGTI0NI4 OF WSUPMDf AS EVDFN!£GEIEQLRRED INSIIPNIGE PRIOR TO fANAEIONG WONT LAID UPORI pElIEWM OF EACH PoIILY 20. WEEVENTOROISCREPMNDIES ANADR CONFIDTS BETVlFFN P1Al15OR IE3AlT/Ero OTEt PINFS.ME 6ITEPVN WBLTAIo:%EC®fNCF NIDNHtgDLCO"TIUCIOR NISTIMHEDMI3Y r: TOPE B�OF OURIDMEFNDPE PIBiDO OFCOR51RIlC11OR AXD FOR ONE YEAR PFTFRENWIETIW OF CON511NUCIDN WMDwDIE ALL CONITNCIOS WILL,roEFUUEST NOTIFY E DESG"ENWORTH WRITING.OFANYDiSCRBANOES MGM CORFIILTS FOR IXIFNT PFRAxTED UHIDBt E TAW,HDEAIwFY,OEFBD AND HOLD RNRIAFBS BONIER ENGINEERING AND ITS PART,PPFSE7JT AID ENURE OWNERS.OFFlC4A5. APPROPRIATE SAFETY ITENSNECES6ARYro FROIECTME PIRLIL TACO ARFAsoF WImRUcnoNNONNSTPLLTHDN ACTMIY. _ PROPOSED gREL10PS.PARERS.SNAREHWDEIS,WEARERS,RUNCIPAlS.COMNSSIOIEPS.AGENTS.BERVMf15,EMPLOYEES.ARIIATES,SRreSDARIEB,AND iiHATED FJNIrtIES 2t. CONTPACIORbREQIREDroSECURE ALL NECESSARY MOTOR PEOUNFD PERMrtS ANDAFPROVAIS iORALLOFf SIIEMATFALLLSOIIRCESANIDDISPOSAL PARITIES.CDNIgM;ION MIST 17. CONTRACTOR rsRFSKW9BIE Fdi SITE JOB SAFETY.1lTAQ1 DUST MCLWE&IT NOI BE W6TED ro,MEMSTAUATOR AIOIIAIATEMYdS OF INNOgS,FEMWGAro OILER -_- ---- La!/WH MID ITS SDBCOHIPADTORS AND SUBCONSATPNiS MOA ANO AGNNST AIRY DNMGFS,WUPoES.CLAIMS.Arnas.PENALTIES,EJ(PENSES PJNTiNE DAAIAG6,IORf SUPPLYACOPVOF PFPROVALS TO FRGIIEERANOOWNER PUORTOINTIWRlGWORKPNYWOPoL DAMAGES,STAMOM ClA1Lb.STATUTORY CAU560F ACTION,LOSSES.CAUSES OF ACTDN,11ABUnFSORCOSTS,INLLUONG.BUT NOT INATIID ro,REASONMLE is, T6f1EMOlIT10N PLVIS MTFlD®roDExnw THOSEfM51EIG IIEAS'CONOTIOl9 WNIOIPAE TO BE REMOVF0.R6NOT INII0DED r0pxCHNIOLREGTDN0.4ro1RES,TO 6, fLOWAfWOW =x- RETAIL ATTOPNEYS FEES ANO DEFENSE COSTS APoSOD OIIT OF OR d ANY WAY COBIECTED NTH OR ro E PROTECT.ItIQUONG ALL CAAILb BY ELIPLOYE6 OF MEME,THEONSAREDE,TTE METHNS.6EOUFNCWG,TECMNIQU6S ND vROCEDUfff,S ro E USED TO ACNWusH TNT WORK ALL AIFNb,MEIMNG.SEOU@mID,IEQB➢OI1F5 Am mODHA4E5R TO BE PAIAfTED ARROW @� CONIRACIUP.S PLL CURS BYTNRO FMT0.5AWIALL CIA)MS REATEDTOME%i01ECT.CONfNALTOR MUST NOTIFY FNGWEIL WIYRIIPIG AT LEAST THNnrfM)DAYS II wAU FDonxFSNFaIIDAnwE noxs AREARE NOT B[NTIFEDHEAEM PAD AREARE°�BEL SETIOEIENADEDBY WIDRPLTORR>SED�°Fl® FSfPORIKTE CE9ON4DPOMNWGSPIEDniED UBFDMUBTBEWSnBCTACWfD.MI>=WIC,MLSTATE FEUENAL.LOOILMD JWISOCD3Wd TEORREAENFS EIXinMCIpi MUST NLRY YRM ML OEIA N'DOTER a - - - - - FUELING PRIOR TO AN1Y 1EPNNAnON.SUSPENNSIONOR LHNDEG RS RSUMNCEIEREUIDBL BY E MPROPPoATE PROESSION^L IJCFINSEDME STATEN'IEREECdATPyCTiDNOCGWS SnfE'TYFINEGMONS NECESOMYTO EROVDEASME W9PKHIE wL t4 BOIIUA ENGINEEUNG WILL REVIEW OR TARE OMEN APPROPRIATE ACnOR OH E COIITMGOR SUBMTRAIS.SINK AS SHIOR DRAWINGS.PRODUCT DATA SANPES AND GAS LORE FACILITY OTHER DATA WHOPIMECONRLAGOR bREOUdFDroSVBMi,BUT ONLY FOREUWTED PURPOSE G CHEDQIG FOR CWFORMIICE WTTIRME OESM SnvNT ARID ]3. STORM ORNNAC✓:PMEUwE551NOGTEDOTIERINSE.PLL SIORLI SEWFRP6E MUST BE REINFOROD WNOETEPIPEIp�OMSEWIiH SET1DHTJRDS NNIEIwG1N0BSITY STATE AID IToo;Aj.LAWSNO Ap%JDAOLE NOES E DONTRALTOR NST-AIN RECORDS ro DENIOSTIMTEPROPERDRPWALACiM1E.S,TOBE PNOAVRYEMYDEDTD TELE%i0I✓FL1NE T E INFORIMIDN SHOWN M E CONSIRULIDN CONIRPCT DOCW FNIS. CONSiRULTON MEANS MOLAR MEMNs AN.TECHNTOUFS OR PRODEDUPES. FOLYEIHRENE PIPE(HDPEI ISGLLFD FOR ONEPANS RMUSTCONFORNIO AASHfOMSN AND TYPES(SNOUT,MIEMW WRIT NICARAROOMUGilOFS1 WITHGI�TFOi�TIIGM 19. DEDIOS MUST N°T BE BUFi®ON f1E 51BECT 511E ALL IIFMOUROI WASTES MD DESPIS(SWDWASITE)MOST BE DSP6'ID DFNMLOADAWF WRLN NLFMAtl�A4 NWDY. --T CDORDINATDp OFME WMix WITH OTTER TRADES.AND CONSTRUCIDN SAFETY FRECAINn m ESQERESPONSIBUtt OFMECOMRACTOR PLAID ROLLER HAS ND JOINT.PVC PIPE FOR ROOF DRAOIfDNNEDTi0N MU5TBESOR26OR SCIEWIEDUNLE55 DC/GTED OROJRVASE MEOWNERUPoNREQ)EST. -(_! FIECTRIC LINE LOCATION OF SITE: RESPOL510811Y OR WBWtt FOR SANE HEREUNDER GWLER ENGINEEPoNGS SHOP DRAWING REVIEW WILL 0E CO"QICtED WITH REASONABLE PRWPIHESS WwIE WATER LBIE lM� SEp iYANNOUGH ROAD ALLO'IIID SlIFF1OE1i TBEroPERNT ADEQUATE TIEVEW.REV'EW OFASELRIO ITEM MUSE NOT INDICATE TNT BGUcTEGJWITHR As NASREVIEYEDNE.WNBE X 9NYARYSEWFA RIPE MUST BE POlYV11M CNLOWDEIPVCISDRAENCEPT NNERE 1t8)I'ATE)OTER111SE GWTARf 1ATDU'L NUSTBE PVC�iEDULEDIXt PVC 90RSNflE�IDB'ATETI.N 20. ( ORMIIST AWNTANARECIXDSETOFPWSUPON WHKT IS WOCATEOElOGl1Ol OF E%ISIID LRIRIES THAT AfE GIAED.ABAID0181NRACE ONIEL0G1E0 S$ACNUSETFS ASSENT&r OF WMLH E fIFlA b A GO.PONENF.BOHLER EIGMEEFWJG N41 NOT 8E PFSPONSEE Fdt ANY DEVKTNWS FROM E COKSMVCTDN DOLUAEIOS NOF WMLYG oERN15E DUE ro DEMOLITION ACIMTES.TRIb RENPD DOCUAENI MUST BE IPREPAfED W A BEAT MD N9PoO.WlUE MW1EA Aro TITWED 0.6R ro rRE OM6»DEVBOF6R 11PW NyANNi$. PROMPTLY AND BOAEDNIFLY BRWOrtrofTS AIIEHf10t1,M WRITING.BYECMnTACTOL BOODR ENQNEEIING WBL NOf BE fEWMEOro REYEYI PMNl 8 STOPoe AND SVITARVSFA'ER%FE LENfiE MWGTED AAE NONNM MD MEASIIPFDCFNRBN OFNETMDVRYUNRF5511IGRRRE TDC£NIFRDFSIWLRME NLRETI°N OFEWOOC -W--�%-- OVERNffADWIRE OI TOWN T BLE COUNTY SUBNSSIONSORTHOSE FOR YAIIdI SUBYLSSIONS OF COIRPFIATEDIIEIG HAVE NOI BEEIIPECBVED. _______ STORM PIPE BARN$TABLE CAUNTV 2R NERTIERMEPROESSIOHAL A('1M11E5 Of BOHLEN BNGINFFRING.NORMEPRESENCE Of BONER ENC-0IEERMG ANDDR ITS PAST.PRESENT PAID FUTURE OWNERS- 31 SroRMWAIFR ROOF DWVNLOCATIONS ARE MS®WPREUMDNRYM01B1ELTURAL PLANKS NHiRALTDR 6RE�ON$IOIf TOAND WRVETIFYMGLOG1DN50F SINE BISEDRM NUL ADA INSTRUCTIONS TO CO NTRACTOR• OFFlLERS.DIRECTORS.PARTNERS.SHASEHODHNS.LEAIBEIS.PRINLNNS,CGMBBSIONERS AGENTS,SENPNTS.EJ.WLOYE£5.AFFlLNTES SUSSIW F M MID SEATED ARORRECIIRN ALMS - PARNON/GClN1M B O H L E R ENTITIES.AND ITS SUBCONIRACTOS AND SJBCONSUlTANTS AT A DUMTRUCTIONPROJECT SITE SHALL REEY'E E GENERAL LONIRNCTOR OF ITS OBLIGTORS, DUTIES AND RESFONSIBIITH6 NEUEBE.BUT NOT UNTIED TO.COLSTHUCTIOI MEANS.NETH005.SEWENCE TECHNIQUES OR%DMUREB NECESSARY FOR 27. SEWERS OROSSNG SRRFAMB ANDION LODATRNI CONTEND IS FEET OF MESTNEW EABAWQ.EMI,ORWIEE SITE NNOITDt650MDICAIE MIST BENNSIRWiEDOF STI33,PBNFOtID "0""CIORS MAST EIRRGCEAVPRORwATECMEMDPRECLSTONWOYSMUG10x OGADA(11ANOCIIP)ACCE98LECOIiUNBNTSMD PL6SSRWf6FO1E STIE THESE i PERfOPoANG.OVFASFFING,SUPEROTEDID ARID COOROINAl1NGE WOAWACNRDAN(F co" DOCUMENTS AND CO.BRIANCE ANYMA..OR CONCRETE.OLILiLLE ROAR OR OILER SIIITP&E MATHUAL CONpUMATG,AS IYWSl1WLTED.W5IC06LY WIRIALLAP%DIG&_STATE ANDLOGLANE55®IFTYUWS MD fEGIAAl1OGFJDEQAREIRAGPMIYDDSFATE ,� SIGN 6A61N6E KIN SAFETY PPEGIRDNrs REOUMED BY PITY PEGLanTORY AGENCEB KITH NPoSDICTIOR OVERMEPRNERANO.M PRORERIY.BOwFH EIIQNEfPoNG OR,RS PERSOOEL _ HAVE NO AUTHOPoTY TO IXFRLbE ANY LQN1R0.OVER MIT CON CONTRACTOR OR RS EAELOTFFSWCOHNECITON WITH TER wO AND DAM`TH OR SEWERS COAkYINC SANITARY ROW LOMBVED SAIITARI'AND STOTW'NAIIR ROW OR OIDUSRIM ROW MUST BE 9EPNNlED IRON WATER MAIIb BTAOSTPNF OF AT LSAT10 FEET AIxYtlECTIDAL ACCESS BOND STANOMOS MD pEGNATO158ARRIFAffEE ACCESS AND ANYMODRIGTIONS SIDE Bl1T C� � GRADE HAIL 352 TURNWKE ROAD SNEtt PRMJNANSORPROORDIMES.EGENEPALWNTINLTORNbSOIIY RESPONSDU FOR JOB SIZESMEtt.BMLLFR ENGINEEAUIG SMALL BE INOEAWIFEDBYE HORQONTAJLY.RSUOR LATERAL SFPMATDNSNOT POSSIEEEPPFS MUST BE IN WTMESEWERMIFAST IO WQES BBOWEBOTfOM OiTEWATERIMd1 ORSICBIFYORrn �A'"� F ACCERroPON156/DR9BIEBLODIK' CO LIGM PONE $OUTHBOROUGH,MA01T72 GENERAL GONTRACTOR LAID DUST BE COWED AN MGMOVAL INSURED UNDER THE GENERAL CDNFRACi01T5P ice OF GENERAL LYSIUIY DSUNARCE AS DESCPoSED SUCH OTHER SEPARATION AS APPROVED BY E CAVENMNRA(ENEYWfMNWSQCIi°NWEABALE- MOVEMNOTEtOfORJOR511E5MEtt. .WHERE APPRO%daIE SEPARATION FROAA WATER MAWSN°I PDSSIEE.ESEWEJRMUST BE ENV�ONNIDRETE.OR DUCTILE ON RPEUBMG MEDWKAl OR5L6-0N .PMKMG SPACES MDPMCDNG NSLFS-SLOPEEWLRNFEKCfID 130(tN'F9t F00TOR N04NNLr 2MNNW0'DIECDOH UFIIfFY POLE PMFIe: (SOB)=46 FBs (SOBl68PU080 21.IF THE CONIRPCIQR pEVIATES FROMEFLAMS AND SPEOFICATIOFS,INLWOING_NOTES CONTNNED HEREIN.WITHOUT FIRST OBTMSM E PROR WRGTF,N JOIMSFMADUT OFATLEABTIOFF MEITRE VMOFECROSSMG.IN MDITIOl ONE FlILL LENGTIR OF SEM93 PIPE 5MWID 8E LOCATED SO BOI"JONNiB NLL 6E 0.5 FPR FROM wylygp/r)eF£nginee/ing.Com MFIHWVATONOFEFHGIIES FRONT HE PLN$ATOMS,MECONiDAGTO UGING HE NOT NSSIEiOREPATMEM OF ALL COSTS INCURRED ON NFIECTM ANY EWATBt LINE A9 PoSSIRE WIEREA WAIEq MAMOROSSES UNOERASEWFR ADEQIATESMUCfURPLSIIPPoRTF➢RESEMA MU5f 8EPRWIDEO, .CURB SNAPS-SLWELKSTNOT F%CSID t:12(6MIFdRAMl 4NOF5Tff @7 FEET. REFER TE PLAN WOW(GONE WHIOI DEVATES FfM TN AWNS ALL EWES AADDN PENLTIES ASSFeNP^WITH RESPECT THERETO AND ALL COMPFNGTORY OR W WTAE DAMAGES R ZONING N A T TABLE IL N y�p�T RESVLiING iOEAEFRW AID.FLIRTER SHALL DEFEND,WDMUM AND, DARALLSESEENEEP97'LroE PALFSI C0APEsATc R©UHOERELAW.M TB. wATERMAINEW"G IAIIST BE WSTAUEDwACOOFDANCEwIMEgEWIRENEMBAID BPEOFlGnOKS OFELOGLwATeIPIWVEYOL WTNE ABSBDE DF SRDH{EOAIEENiS.WATER .LA•DBMS-MUST BE%ROV6TETJ AT EACH ExD OE RNFS.MST NROVDEIP�iNE DRAIHIAGE.AxO NIST�E-®vB((GW LPIHIVIX»aND.VR YNArOTUSSGYDT11E01Y.E 111YI�•"YSIOS TIILiALE AND LOILL`ID USE/ GO BE ADCOPDMSEWIINPAIAGRAPH IO HF SHAUL.PLAID FRQMALL EIS.aTTOWVETS FEES pAMgOEB.NSTS.ADCAENTSPFxNTIESNDENE REUTEDroSAAf MNN PPwG MUST BECESENf1RSD DIICTLLF wQI(OP)MMIMLIM GA9552TFBCDffSS ALLRWENDMPIRIEUNCFSLMSTCOKYVATHMEAppIKIIaEAWWASIME"mSMEFFCTAT .DAM OF TRAYFL A/ONG AP.F558tE ROlIE.MVST%ROJBEALMDI OR L3ffATBt UNO85TRULF® vI' 111JJJllIl/iAAY--// E TU/F OF PFWIGTIQL 1Hb LNIBAIM YADTIry E YORE EASE 8F ND(RGIEITHM 1�(505)W E pDFLTIDNOF TRAVEL AIDMGBT,OTIXC�19(1N'i81 FOOT ORIDI/LMLY 2vAJ N -- ILDMTMCTORrsRESPONSINEFORMNNTNVR4ANDPROErnONOF1RMHCPUNFORALLWOW(iNATAFFECTS PUBLIC)TERNSEn1ERMERO.W.ORONISITE M. COfIRI�LTORMGSTBL911RETNTALLUfIL11Y'TRFNOESLOGIETWE%IS101GPAVFCROApwAYSMQUDID5EM6l TIRED STORMSS1ELlS.M.6FBERBAIMS, IdOCRON,�WTTH SISIPETHESEPANTOFTRAVELWILLBEGRFAlER1WWIW(SDI:J,AOAgNPLOI.TBEMFE�lO.A1WOL11M$OPEOf1:12(R314FOLAMAALAMRISEOF2Sf@I.MUST ZONING INFORMATION&NOT . ENSTFORTwS MUSTBEINOUMDNTHECONTMCTORSPUCE REERENCFD MUNIOPM,NUNtt ANODR WTOETNLS AS MP1CMtF.COITPACIOR MUST COORDINTE ISfECTDNAIOARRDVN DF Cq.RETED Wept LTMEACENYWITH BE PRWDFII_RAW MISTINVE ADA HAIID RNLS LAID lE\8'IANIDdIGS ON FAO,EHOTNT AFE ODSS STOP®M°MDIE TIVN 130WNNY DEELTION n11'PEL FOGT OR NOA�NMLr 2JNU FDIR POETISE ORNNUE. _ � REFER TO SOIL EROSION CONTROL II ALL SIGwxG AND PAVEMENT SNIPING MUST CONFORM TO MANUAL ON IRIiGOPoATRPFFlt CONiROLOEVILESORLOGJLY APPROVED S.IP%EAEM. JURISDDTION OVER SAME PROFESSIONAL e _ NOTES&DETAILS FOR TYPICAL . OFESSIONArL ENGINEER : M,ENGIIEFASNOT gE5PGA4BLEFOR ANY IIARRYORONMAGFS RESULTING TRW CONMACTOg5 FPAWETO BALD OR COSiRUCTWSTRICi ACNRDNKE WITH THE 34 COTTERS RlSEMFMS NE TO BE PPo)VDED FOR PROPOSED DWFLLRG UNITS,Ef)EVFLOER SHNLI.BYO°RIDOR BY IESf Rf.0E1E0IMEE0®1HroGgOIIfOWAIERMELOCAIICMOF .NOiFJAYS-MAST WLVEAtFfI IMDN('NREA ON TI£EKIFHQT SIDE OFEDOORTNT6SL TIED BY�(NONOIE TH ERND nG BY AD°m ANDARDS FOR EROSION NOTES AND DETAILS RNOOEeIANDLN�sEH«.FJII : QM,HvEDs NOT 6CONTRACIOR ANODROWNEi FAI GIILLDORCONSTNCTMSTPDI ALCOfDN0.S NTM PPPROL'ED PLNS,THEY AGREE TO JONRY PHI$EVEAMLY TO BE REVIEWED LAID NAPFROVED BYEYUHKiPNRCO6TRUC0 G10tN°LOO.THEEGFICVL NON WNf1tE SULB pLIPS� DbONRGE5 M5T8E NYFL®RiIESTgtlI6EN91 IERINTIVE D°ORW YA OPEMRIGNMDIIDFS.(SFEE °EAt T.I-ZIMFPDDIRER LONG.ENCEPf WHERE OTHERWISE PEIUBTTED BY AG STANDARDS FOR MDEMNIA'AND NOLD ENGNER NMNLESS fOR ALL WMPoES AND DAMAGES THAT EIOMER SUFFFPSANDOOEs FNGIIFFR INfS. ACLEMaur MUSTBE PROVIDED PRIORroME WNNEC110NroESTOW DRAW W ORDER ETBLDDQDES EMBEADORES�D. C - .YTBI E PROPosED COx51NNCTION ONOLVFS lENtSIPo1LfIOR YODIFlGIDN.REvsDM OR ITF719M1 OF DR TO ADA ftlEpEN1B FROM EOSDM"E"WAYS.OR REFER TO LANDSCAPE NOTES& OWNER MUST WVMMN AND PPESERVE ALL PHYSICAL BItE FEATURES Nm GESKiI fFATNES-'I-GN E PLANE,ND RELATED DOCLAREnS'M STIET WYamtIFENSE M*a7NTDN', ACCORDANCE WITH EAPPROVFD%ANNs1 AND DESIGN AND.FMnER E"OIDBRSNOT RESPONss1E FOR ANY FMURE roBO NaNTWN OR PRESERVE SAFE AN6DP 3,. FOR SIVGlE A1DTW6FANALY AE9DEMIAL%ROECTS,NNEREEPROPOSEDOWELING ANDMJAWOSPOTBE(ANNNSANE RNEaTIC<a"Cff6IC WIRJWI'FOOTTiIND.ERIDE5YJ5i susuFS.NRTIURWLISf VBRYEnsiENC BEVATaNSSIOWN ON TIE PLox ND1E TINT TABLEmuoF TIE DFPMTIBIraJUSFICts Awsr DETAILS FOR TYPICAL LANDSCAPE FL«ROAL,cAbENnfA@ DESIGN FEATURES WT IF OWNER PLAN,AND ANWN ANEEPURTMR Pf MERIBNOTMSJRE5AN01DR DESIGN FUTUTE50E%CTFD OJEPLANS MD REUTED BE AARSIID RAS®ON ENNL AROBTELIVTEAI RMSTO PROVRIEAMINRR.AI OF SIKPo7 MC"F586DNlOPDF BLDDRNDIOR SIX(RI"QfS BEOW50ZNC NdpEwL6LMh5f.ND YJST DE9(iI NLOxS FIXt 5iE3Hi RAW SLOPB.NRNE CNLUIISTMO.S TATISSHRO Do Ro TH PLANS,LY RsBmG TEoRRE c FNENcBNENT FMIV DLORK OCFSpOtR Ty DOCUMENTS.OWNFR OWNERTOIND TO EMNFFTASNMU ENGW ALLLESSGQ SITE EAURESMe AND MDSIGNFENURES0 FFFRSA`DNSTSTNATENGINEER PROWDEPOSIIDEOININAGER%LAN.)AWAY EROLI DWELLING.MLCONSTRUCIION.MODdRGGRAq"G,L{I^TLOiLYWIiHEUTESfLOGIA'OSTMEBUIDMGCODEMDNLDNIei ��BSNUST FALL W THE MA%IALNADMNBPJMUWATIOSIWOSBD�TffBVER91F#FECIPA>WrsHOE/DP REEJITS°F K �C� NOTES AND DETAILS sHEETTTLE 8 INCURS aSA RESULT AGREE FNIUPE APPUCA9,EREWRENENTS,RULE,.UAMES,UWS.ONSGN,M SNDGOGES. u LOGl10NOF%DPOSEOUNHY PoIE RELOGTWIS ATMESQEUbRETIOR OFUiW1VODN•GMV. .TIE CONfRICTOR MUSTVERRYESLOP60F OlNTRACTONB FORS PRIORTOPWRMCCp1OETE 6R,ALL CDVFOPoWFCE60EPNI,AND A ALLOMENSDNSMUS MB FACEOFCUR MEOFPAWMEIIT.OREDGEOFBUADING,UNESBNIDTFDOTEONSE INWEOIA1FLr NODFY THE ENGI EBR PRIOR TO POURING DOOETE COITRM-TD"6 RE•4'OL9BE FD"ALL COS75 TD IELOYE Rf➢AR A1O ib3L'�"DLLCgiDM'NG REFER TO LIGHTING PLAN FOR GENERAL P.AL CONSTRUCTION)MID NATFAMS MUST COPLY YrTiT,AND CONFORIA TO AP%IGNE FEDERAL STATE AND LOCAL REGUTATDNS.UWS,ORDINANCES RULES AND )1 CWMTANTSNBTIERLIAWENOR RESPONSIBLFFOR AN"B5MFACE CORMM`AND FURTHER,SHWLHAVE NOIABUTY FORAM'HA7AREOU6 NATENAS.RALVDQS 5I65TANCES.OR cwcE -�rn��E Lori BUILDING DDoE PRIOR TO OmoIrmR OF DONSIM-1Q. TYPICAL LIGHTING NOTES AND 7_�'. CODES.ANOALLMNLAWEOSHA PETAIIREAENIS PQIUTAITS DN MOILTORIRDFAERIOPFRRY. IT S STRONGLYREDMABD®THAT_CONTRACTOR REVIEYlE M1EIDED TLC NOTES SHEET TA NNITRALTOTI ND OWNER MUST INSTALL ALL EJFNENTS AND COMPOSTS W STRICT CONFL""WITH AND A6ORGNDE WITH NAMnACNTENS STNIDMD,ANO TABLES RECOMMENDED INST""'M GRITERK MO SEOFIGTIONS IF RETRACT°R MGM OWNER FAIL ro DO So,MLY AGREE ro MNTlY ANDSFVERAur pIDEMNFV ND HOLD ENONEER HAPoALM FORALL INJURIES AND DAMAGES THAT,ENGINEER SUFFERS AND DEBTS TNT ENGMEM NOR,AS,RESATOF SAID FARURE SHQET NIRABER: /� E.CU F,AMOR IS gE5POx5rsLE TO NNNTAII O"SITE STORMWATER POLLUTION PREVB010NI%AN(S""d(%WdLWNE WITH EPA REQUIREMENTS FOR SITES W11EE y 2 ONE U)ACRE OR MORE DdLESS E LOCH JURISDICTION REOU TES FEW DR)S DISFURSFD BY OWBTRUCD0.V A0IMNES L17NTMCTOR rs gESPONSIBIf TD ENSURE d/ THAT ALL ACmRFS,PIOUDMG MUSE OF SUBCONTRACTORS,ARE IN COBILVKE WITH E SWPPP,W0.UOMG BRIT NOT IM91®TO IOGGBD Pt11VT1E5 LMMNLUM - ONCEPM WEBS AIIDAFIER RAIxFALL EVENTSIANID NRPECINE MFILSIIRE$.M PPPTDPIATE W AS DOWNHED IN THESE ORAWINGB AND ASSOCIATED MNGnMJ DOCUMENTS PREPARED BYE SIGNATORY PRUFESSIONNL ENGINEER,E USE OG E NUROSI OR,C.- CONSTITUTES AN ` C PROFESSIONAL.RNOwLEOGE OR BELIEF AND W�CORDAHCE WDH ONION ACCEPTED PROCESUM CONSISTENT THE M EAALE STMOAIDS OF PRACIIC�AND a REV 6-1GO1TNI5 WES NOT LONSTME A WARRANTY OR GUNANRE,ENTER FJPRESSED OR WWUED. z uo'aS<k'O I w d �x Ho sdR62 s M 5 �3Y z c62 It SISJ635Tr mIY m ..... g3ai REVISIONS MAP 311,LOT 18 EXIST SEPTIC SYSTEM CST SEPTIC STOES q REV DATE COMMENT BY WF LANDS OF G REVISED PER CLIENT/ / OPBVKE,E.S.IIIB RENIINOAACCORRDDANCE�WITH POSED , 052N15 TOWN COMMENTS GFD DEVILLARIN TORRES n l� oU_STER,GEH.PAn . TIRES 9 4 2 OlV09f15 IL MISC.CLEANUP MNB CERTIFICATE p117717 USECODE:317 REVISED PER w O6rsN15 CFD OWNER COMMENTB 1 STORY PAv>ti AO m s o7rsv,s REVISED CURBING MHe MNETAL\WOOD S96'2l O5-E EDP j ,1 \9 REVISEDPERCUFNT BU1LD11VG 150.A9' j V':` —is COMMENTS ,f37 EXIST.OLLTANX(IBw 11 PROP.SAWCUi �L 6 101U1M6 WATER SERVICE M B EXIST.CONC.WALL(TBR) j 1 / LINE(M.) p ® - \ j J T \ LEXIST. STOCKADE y/ B FENCE ITOR AIN �' I REMNFff. _� tv,,,P REF.J: j EXIST.BUIIMNG � R«giO Atli fJIIA0 j CANOPY(TBR) EXIST.GREASE RR) SI3"J8'SS'NT ,0 j rTRAPRBR) EAST.TRAFFIC 159.95, EXIST.MONITORING WELL(TYPJ STATUS OF MY •� 1 \—C }: SIGN(TO REMAIN) } MONITORING WELL TO BE DETERMINED BY 11 pTr .pE!j) EXIST. } EIMRONMENTAL CONSULTANT PRK)R TO EAST.ELECTRIC METER aET�1'I''t f:VAtD J (TBR)COORDINATE YAIH � SHED i£ EAST.SITE IN.TTT COMMENCEMENT OF CONSTRIN:RON - t2 ® 1 BRUSH ELECTRIC COMPANY FOR � RBRI (IBft-IYP.) :y1`\ ALTMIIES 13 , (Nw DLSCONNECTION l EAST.GRANRE }, EMT.OVERHEAD ELECTRICAL u i y WRB(TBR rYP } , SERVICE(MR)TO UTILITY POLE. SISJB33Y COORDINATE REMOVAL WIM EIsT., EAST. ______ 0 - ,7/37M ELECTRIC COMPANY 15 BRXTI UNOERGRWND - --y--;�----�N } APPROX LIMIT OFF I I QF;` I GASOLINE STORAGE I I Y ('I EXIST.VENT(fBR) PERMIT WORKLINE(M.) I 9\ TANK GBR-Z-) f ``ta,.. • I n I S EAST.LANDSCAPED M > ----- G4/1fL WST.ASPHALT EXIST. CdNC•- .`IL I• AREA(TBR) SET I� sLDEV/AlK(IBw T-� L PAVEMEId(fBR) 1 EAST.CONC. EAST. IQV CONC. n\1 } ( )s cRANIIE aaa.` -_PaD1TBwa TpF,a/rr It mwlEcrHo:. W1a1,ss Ire MR)iy-!7/?.''��.. . i }0 •I/II-� DRAWNBY: SIMICFD A`IJ'78Y5^E I I e 1•�� • _ _ '� EX6t.l°TmsfNNGwIDB1 CHECKED BN. JGs I16.54' j 6\__EXIST.GRANRE PXLST. LL I CJK. l� _yyYK r ARFAOF Wi0PO5FD 5EN'Bi DATE Y2TlTs ��— cum c BR- DISPENSER EXIST.GRANITE L____r_____� �` i0BE 1✓EMOv[O AN1 G�- AS NO PER REF.V M') (IBR-M.OF<) cli IL�R=nT� �EXpIySTrt.vGCRAWTE�L� /-EXIST.WATER / PIDIA®M+mID Wulw SSB RECORD NOT FOUND r EXIST. -Y"'�„•^`-M.) SERVICE(lBw / (TO REMAIN) EXIST.TRAFFIC ` r—IY' BOLLARD 1 PAD(IBR) I PROJECT: EXIST 1 ; I -_III I MAP 311,LOT 17 /•' \ LINO PIZZERIA AND GRILL / �KDE SITE LAN DSCAPEo --- (IBR-M.OF B) I P Iuld 1 WF LANDS OF ' \f / [oNTIMCIOt5RUL190FYM9TT AREA(MR) t-- EXIST.DISPENSER ISLAND' J IMAD ENTERPRISES EAST.B)SIGNTAN � R'W"0LEfl0°R DEVELOPMENT \I 4 EtlST.sorm cRANnE DUIm % TowimRULTAn L (iBR-M.OFQ� I IY HOUGH ROAD,LLC. { /�dB(NMNOGEdR'CAFE PLANS PER TAX RECORDS I , _L.. %'t I TIFICATE k 184956 / y � %' OrapMLcaKomox roR FOR — NOT — EXIST.CAN+,CC0011,,IaMN EAST. fy/` 4 D (TO SEWERHS'—RON (DEED NOT FOUND) ASPHALT (TBR-M.OF 2)�CONC.PAD EXIST.GRPNi7EJ g 1, I ,(I WF LANDS OF j I I d EXIST TEMAIN)'SIGN j/ msT. �• RETAIL REMAIN) �� / COMPANY) PROPOSED PAVEMENT I (mow 1 CURB(rsR•M•) y ),} -EOGi.GVY WIRE TORE I✓(Dgl£DArofE4T ®- W TOWN OF BARNSTABLE b==-- ��,. R i Er�-� ( � MAP 329,PARCEL 003 1 I B I} /V EAST.ID SIGN O9 / tl I i FXISr. 9 (TO REMAIN ANo GAf=scdD j' EXIST.SITE UGHT EXIST.GAS I �r ASPHALT BE RE-FACED) AY.=i9.5 (TBR-M.) I CANOPY(TBR) I PAVEMENT 41 OF r<� J / GB«NE Lr� _ FUELING ��2•d5^TY 11A FACILITY .�EXIST.WOOD) y` aITT.�GRAN s____--EAST.lANOSCPPED� t t '� _ �T—�� — �`�` 6-.s»P e'.ttsEa t p84s' FENCE(IBw ) / _ AREA cPTt —JLT—r '�--• — _ , — t�—t 6FR LANDSCAPED -..s—�A-. LOCANNOUG SITE 1TE} I AREA(TBR) 5901YANNOUGN ROAD --Cwe EW 1R3 I HYANNIS,MASSACHUSETf • �a�rw: 1 —c '_ (A. TOWN BARNSTABIE S c—Il—cam�i.GRANfTEF�c EwSr.WATER BFmITf Totff q1�5/.Ca _ _ Av=aw_ _ qv.=ta6(9,, _ BARNSTABLE COUNTY Galr57.9J APPROX.SAW CUT I -- �w7 ��I�1��\�T gI',1f'V�_ MW Mr.J LNff OFWORK(TYP.) CURB(TBR-M_) T__OUTMWDCAPPEDATPROPERTYY ONN I Y�l V 1 V®i/ lYH ®�� rat OOST.GRANRE NE COO DIU EWR,I WA9 Rm S ffI5G6 V AP,� DEPARTtF1(T ITOBERHghDNO DF �PJ BOHLER — — CURB(TBR-M.) RESEO XNGINEERING e'7——— EXIST.-AR ON 1'Y (AKA EO5T.PAVD.EMJ K-��- f EAST.UNDERGROUND ON OOV&E-POSTS 352 TURNPIKE ROAD ROUTE 132) (PUBLIC-80•WIQE).(192LLA14UD_ T— — — — — — —DUIT TREPHONELWE(TO REMART— _ _ _ _ _ _ _ _ _ _ aFMD4ID aID SO t_. (5U0G8 A869900772 Fez: (508)480-9080 (ASPHALT ROADW&,!'J\ �IMD ITAr WV r__r�_r_, r—r—y---6--F-- r yW /g�/T9%11C6/Ing CO- I / --•--- —°ter—POA---r-- �T=J�H (arcEsm) Eo^ 4sy���av�vG1 �` j�:` rAPPROX.SAW CUT I �'T�/ W.�• (jO�'BA.iL UMIT OF WORK(IYPJ __ __ __ PROFaSEOIN � ;' CR �'.w.DO6IVJ„O uc,=TSEw.nee fdKCTL1R l,LAA501a nee,:' Atw,wAnsNraE ucD�rm.,axm E rewrrapltutE+se w.o/+sA+, F REFER TO GENERAL NOTES SHEET FOR DEMOLITION NOTES s,EErT E P NOTE:ANY EXISTING SITE FEATURE LOCATED OUTSIDE WORKOLINE SHALL PROPOSED THIS PLAN TO BE UTILIZED FOR DEMOLITION CONSIDERED"TO REMAIN"UNLESS DEMOLITION/REMOVAL PLAN w Y a SPECIFICALLY NOTED OTHERWISE. PURPOSES ONLY i. q 1,� �� SHEET NIMBER Z 0 0 Y Kmw wwa below. REv 6-tD9,rs0,6 CAM tofom you --------------- LAND USE/ZONING INFORMATION& NOTES ,. AP UCWT: �_ TlamcIXVELOPS,EIR uD HOHAM,NAiOO „"I <1-H. y n 2 3�i g 9899 z DwNER: � D�2y��o• •... S$ 5 NCJT P0.6E5 ttPIlJOUGN RMD.LLG eJ�Z S� \ 90 rvANN0U(R,ROAD BMNSiPSLE.M40tb10 2J Sp yF LL••�\ MAP 31 3tt,LOT,r M 1-� \\ S90 rvPNNWGH ROAD R E > 3 3 �N\ / l •(�\ I _ -_ - TOWN OF NYPIUVIS ^ 1. r 35 dj \\V\'\ BMNSTP6lE COVNiY.MA5VC1N5ERS O'FF.1 pi .� P YY9� y n Hdo L Zo �3 ZONING ANALYSIS TABLE M W RWN U6q o e GDWATER P0.0TECTON OVE yOiSRECr F�-i O O GASOLINE Fl1,!O Sa VONREWIRESASPELVLPEPMR fA0M3B4 U �� \ y50 PR01 n,xi OVER1AT 0151RICFT��FOPBIL81ENU5FS WTIMN GRWMWAIFA a0 ..�zo Ow �Y6 oe ... LANE LIOTERL4 REOURFA EJOSNNG/P0.ENOIALY PERARDED P0.0POSEO 11 5�O 0.-SF T6 ay[ O 1 MINIMUM LOl AREA t0.9005Fi NO C1W uE I� y e ® MNIMUM LOT fR(NJTAGE 30R 150 Rx NOCNANGE ZI' ' \ONINUM LOTVADDI ifiOFl 150 Rx ND CHANGE S 1 ROM) MIN FROHf SETBAAI( wFl/tm R(,1 2A Rx ANNOIGH ROW AN ADAD REVISIONS _ M➢L SIOESEIBAIX JCRpI WA WA SIJASSY' MIN.REM SEfe•lK 3pFT AFl! tBA Flx REV DATE COMMENT BY - dRIT REVISED PER CLIENT/ _ IMIL BUODNGImCi(T 20 Fl21STOPoES AFlx GVOR 052511s TOWN COMMENn fMN. DUNPSTER/GEN.PAD LI.A(LOT OOVDNGE IBIAGALANLYN 3014 1fibXt 2 OGIOR/15 A MISC.CLEANUP 50%(>) nlLeer.lAlnzxx9 MB% REVISED PER TOww — — `\ / AIA)L iTEC OISANFA (41 in 3 OOFN/1s OWNER cun,Nn MIN.SITE LIFARNG 4' 19 O7R1/15 REVISED CURBING 1 PMWNG t REVISED PER CLIENT TRUCK TURN&QUEUING / MAP:111,LAN LOT 16 PARpNG CRf1ElOA 1 SPACE FEN 1=SFOFGFA S OBlIN15 COMMENTS T� �7.,{ N/F LANDS OF WST.STOCRME 15i/tOpO•IORISPACE gEWIRm DIAGRAM DPBYKE.E.S.III& fENCE roREAwM s 1M01/ts WATER SERV CE DEVILLARIN TORRES SLavm' O ,\ (11-fiO FlALIXiG MNLI4EYRWDAN0IW RALONGRWTE tat {S/' m-TOTAL SNE TARO GEIBAIXSWUL eE JO fr£T.PRowDED TNaI'NOPlloCAnoxoF SUCNTOTu12E5lILn Na SETBAdI OF r CURBTOTWSH V 4 LESS THAN tOfEEI. CERTIFICATE#117717 1 y 4 (3)-GPEATEA OF is%OR 3500 Sf SHALL SE RFNDEAED IMPFAMOUS BY BIAlIWWS,SLRUCIURFS ANO PAVED SURFACESNALL B USE CODE:3160 MGIR1sTGRWaY a �O RUNOFFIS NOT REOWtGNON SrIE.OALL pEpW2GE0IS OISPG4DOF ON 511E NO MORETHAN 50%OfTM:TOTAL FA I STORY ypt P m DRNID AREA Of ANr LOTSNALLBEsfPER'AOUS 9 M£TAL WOOD5767lY/SE [pP R 0y 111-MOLNNM Of]O%OG THE T(r(AL UPIAIO)MEAOi ANYLOTSNALL SERErAMEDNns NATIW STATE ./' p M, IN-IDACASE tA.194543 1O \ __ __ PROP.%CIXC.DBPCIS[R 637 �RlGllf)SIGII .STOP BM a *�IPPROX Ow y�yO •FEA SIZE PLAN REVOW Wt•-,O Al1Q5'ING SDSFI%NOWGAOCd1101L 1, W1IH MNTMRUWCT 1 DLSPEKaER(IW-OF S) �. I AND S,CIP MAR(NGS '.� WVRIf RrPJ r G ® 13 BP%51•CONG PPD FOR PAOP.'OIIE WAY (�^^ °'', DIREC110lM19GN5OO PRW.90 S � 13 HKIMTCA6NET t OUGNT)SR21 AN�'� ' CSEE LIET SHEET,2) ' EMER y ,.I Up0 m w \ 25R 14 ® �r PROP.SLOPED • O ^` m GRANITE LIOiB UYF.) A IS 5. s,a TPASH (1sr SFx /• J59.95' ' ENCLOSUPE O q NiOR. .. PERMIT FRONT ...,._. '..,'-.:.'` MOP.1{51Nf4D 1 E%IST.-ro RouTEs,ua SET 5 B('M,(TO RI Nrp PROJECT— W,411. Foil O�TO`iSAO'/NATUPAL GASGIS GFtOUroRONiObd BOIL, 4S > •" 1`>ti `• BOLINO)RYPJ SlJDST1F OHEC1FD 81". SIM/CFO C0IOIETE PAO WITH BOUAfA3 '^:. ,10? 1 A G OPVEG IIIST OAIE �JGS 3.10ESF10L446FA W1R, A 25G' , V i. AS NOTED 1AESEL'TNIOPVCOUMt IDR . �°��� D •r• ���% SINES IiAD 1D_ W14,159558 (]B1141 SIGN(f19.0i 3) ; „�. PNO(PW j--S •• ; �D,1&A51 PRONECT SITE RtOP.Pq �+\ •' lO.. DIRECTBFIAL� u.P/.uyn/c DEVELOPMENT Nam. ARROWRYPJ PLANS 116.54' PROP.RF1AOUh ..1OS/i��/ vFs" 6O CN10PY 4 ,..1MMA' FOR ATOP.SLED %:. • BA BOOARD(fnJ EAST.UI6RVIgEAM PROP.SLOPED PROPOSED GRAMiECU� O''•. PRW.VlM1 AO�55®lE GUV HIRE(TO RI3MJ.0 �i GRAElE C1MB (PJ •° .v ... maP.clxz MAP 311,LOT 17 sn \(1rvJ LINO PRZERIA AND G— RETAIL AIL PROP,21.OpOGALLW • r PA➢fiYPJ N/F LANDS OF - UTAFAGRO{NDNELTrVK ""•'""F.RR PRW.fi,000GAlLOH ,IAYIMADENreRaRLs£s - FRDP.m,oT FUELING .•'-..p>w- O 'e r MOBtcaamD RIEL IYANNOUGH ROAD.LLC. ; ENIEA SIaIs ",a PER TAX RECORDS .0 rANA(m.afy CERTIFICATE 111a0.%6 FACILITY ' •p • (DEED NOT FOUND) :l ATTENMNT g EAST.N sIGN van LOCATION OF SITE: N/F LANDS OF µEc, �" vNueG DANGNOW TAFE ' TOWN OF BARNSTABLE 7sD srAus o BOIILANCFftlE W TA0 OALIIDT 690IYANNOUGH ROAD MAP 329.PARCEL 0G3 O°P (TO FE Nj HYANNIS,MASSACHUSETTS yO ±• PROP.SLOPm ` TOWNOF 13ARNSTA13LE GRANRE L1we RO REx ) ,p,1r BARNSTABLE COUNTY PROP.UST VENT WSEASOry (Trv.l gFTA® - fi'A45CONGPAO _ � q. Q PYLONI➢.yT]1 [�N1R aw LIE1v mq235l56.16' � — — — — BOHLER ,J E 1i 0 I N E �CR(SS� - PROP.SLOA➢ 'c_=,._ _ GRAMIE OBiB vROP.FRF1:Mt (g10p.gOpED T _� � —0 E E I N O Il ® dA T �CA•Il1ECI10.B(DPJ �..=e--.. au+ UTHBOROUDE MA01 SO W8H4 o-A�2 PROP.IW IFFT SIP. �APPROF SAW CUT/ - — _ _ — _ Ft1np: 352 iPNLVRON gOPN TURM SIGN AiOP.•OONOT AA'ROK SAW ur IIMR OF WORK(IY'PJ �_ �— FOIL (60B)<BO-90R0 GRaNrrE almroFLusH ENtEJt BG16 uMrta W�M(T'rPJ — _ — — — — — — — — _ _ _ — — — pER wFvw.BohlelE ineeTing.com PROP.sLOPEOGRAwTEOmROmPf.TSrPt.l `��y,.TYLI'.G EIYANN®UY ROAD on r� (A.KA.ROUTE 132) PROF. �� PgOp t+T wIOE RNSED LONQRTE MGJ4W • (PUBLIC-60'WIDEM1927-LAYOOUTL _ _wc1,T-SIGN _ _ _ _q= _ _ sEE OErAILs,slffT,t _ _ _ _ _ _ _ _ _ — — — — _ PROFESSIONAL&S*GINGETL a (ASPHALT ROADWAY) .10, MAINTENANCE OF A CLEAR SIGHT ¢ FROP'Y r�rR fc LINE IS THE RESPONSIBILITY OF Ga RDG�EN•r� ca,� THE PROPERTY OWNER e AtOF.sromGltaarEDmB RrPJ "'°?' ,¢vlrgixuafNSEwanse+, PRov.Iq LEFT . p�" Y NWf 9GN HLFmAU(ZKg1ti6b�3 SHEET TITLE __ __ REFER TO GENERAL NOTES SHEET FOR NOTES SITE PLAN THIS PLAN TO BE UTILIZED FOR SITE i LAYOUT PURPOSES ONLY SNEErN1M1BER ,a m Know who&below. +=2o REV s-,ao,rzo,s Cell IHfm You dig. 4 p - ��O k H � � I a SI<5, w P" 4YR...... s ,�W Q 1 ay HUH V� si .-Z i� ❑F 5 P E ROENLY 11Lf OF Ir LOPE .. SHUTOFFOPF VPLVE RJSIDE� PROP.D69Y1 wJ+Ho�m/ wMsx9s REVISIONS HATLJI� NTTH N'.NALUM. dr (SFEO ,D. OfVL-. PROP.9TC6561 �]� BW our4]59 SMIH QL SF115MIPVJOJ REV DATE COMMENT BY IWIN(G}I60D pPkSBOS G REVISED PER CLIEM/- /"" INVJN I,rY-L].15 IWJ—A , OSIlNIS TOWN COMMENTSGFD RNAUT4IJB pNJMn41.19 _y 0. MISC. JGEN.PAD xx LiM 53.,N- N x O6NB/15 6MISC.CLEfWUP MNB rN 1F` ME ' �♦ ] O6Ra,5 OWNER COMMENTS LFD 7 STORY PRM.LB,L ���a�n 6�T PO m q� 6 0] 1115 REVISEDCURWNG MNB METALIWOOD PROP.UNOFRGRWND w h 52tt :SJ_-___ y0 �^-5 REVISED PER CUENT BUILD/VG RRLTR/—SYBTEM I TCa65 4 5 OeJx]J15 COMMENTS CPO 3J ISEE SHEET I3FM OEiuL51 1-1 ® : 8C a15 INV/ Tj!` -- D fi J15 WATER SERVILE MNB � Tc s1m •�' .� �, I� t_"I `53 \, BL 9J11 ,C�yJ 9 TROPE PN.4] TC Sa96 � 12 'TC 51.>B =- BL MO6 ], aCptF ��ffF /.•N5I91 Na51 L% BCC '� 13 �'� 51.16 •SI.t6 ) / 6 PVL ROfE < RIFT LOL TOKOORO MNPAM TC 519B�,IS 5j/ l C9N�f: ` PNEL TOBECOMO6MlFDN11H u.w ec sane y nx.m � �., •9j ___, LfisS FIIBJNG sr9TExnJaosRRwas 1s BL 51A0 TL SS.M \ ` N5391 � ;'Y � I; N:sx9fi PERMIT s=Bm Fri y i �� sa.m •.: i• sa.a Y/ +{ SET (M.OF OI •, ec SIJU/yT �e1�� nsem � UNO�� ec aA1 i OLe xW1,7 IL PRQIECTNo_ W141159 o / '� opnwN Bv: Tc ssLx o sNv: i ' aiT ../' cltEao:D Br: SIMICFD Bc sx9x O 6'NV. 19A)/� +per - i 9 BC Sx99 is. �. C52 Am AS NOTED T arms W.]0 .- A)6 BL 52II SCALE TCA19 �f REFEAIO �.�/ _rSJ- A18 rrc St.a AAGLPWSFM o G 5I9z xs MnxwuD' 11xU1r + uDLD_ u11s9 sss .9 DNnNWM1N OF y, gRECrR1NNTRRI SDJaSFTRT L ` Stg PRCJ CT: SITE W t{ �lwT� n ESSI E am i, r" O —RGMFA 5119 a DEVELOPMENT rcxu TcsTns 4 Btx>s o o1 Q® 1C SLIB �. PRM.®FI PLANS 51.50 RMZt.m sa.ae - O n:5zts \ '.: 101"8D0 t FOR ___ 52� 51 LSD'', Daw", I PROPOSED ,SSA SS4 TC SIA5 O P;S1b5 Dr ay C51%0" hdy Bca,S t599 RETAIL 0C SLeE /Ak32.� L52N 6 f�m-�J T T T _ - r FUELING TLN.N �- �� 6 -, a.9Fx ���, e. FACILITY •� y BLSIW TL A6fi `BC 53I6 . . q ^T--Ilru SITE, h BC A15 ``6 --- — — W [`5''CG)` •� — — (1 ,pEl 5 LOCATION OF RO mI A __-__ ��rr�R- �.-�:ar-..I.-6' 6 1p fygy 957 HYANNIS.MASSACNUSETTS (♦l_ iC ST.65�+ TC ADO h TC as 4.1 _ RARN$ABALER OUNTY RI pb.=;d.E(9,I E. ------------ BC A15 8C 5x99 9C Ax 51%] -S RiaS/.05 SRISS291 9' lM:e;O.T pR LMJE RTP.I ,5T___________________ I�'1�I�T®�7dH1 * OAS -_ �: 't� Rql LER .m+ ,wlo-Awa_wnlw..lmle__>m®..lae9�..91R._.�w1..ane. �F1>Lwne'--IDILJoIIc R� 6 N 6 I N E C II I N O Sti$' 'rrr�r•tr-1F.Itf- Yr' - 4 A. ROUTE 132) 9 c9 352 TURNPIKE ROAD },, _ - SOUTHBOROUGH,M0A08O 72 (PUBLIC-80'WE(1927 LAYOUT) F ( 4- 508)aS(ASPHALT ROADWej'� may " _ = -�- ¢ www.@ohlerEngineenng.com /( 'lJ/'� (700 �) VY.k�. ®EBEL �� ((—��� __ \ PROFESSIONAL ENGI*1EER '. RHooE�.Nm ucvtse w.Tme ooNrzcrcTrt llcE,aE�ro1�65.: R � mea AEw 6AUCE.sE BnRnAL,�R6Eae. xOx THIS PLAN TO BE UTILIZED FOR SITE SHEET TRLB GRADING PURPOSES ONLY GRADING& DRAINAGE REFER FOR GRADING&UTILITY NOTE PLAN �'. ,j� SHEET N,1A®ER r w OIN o below. - 1vP - REV 6-t0A)1(t015 Cal befo►.You f s. 5 \ � z =o kSzoj Q� Q1 / z ...... �f s M z E� =UUuLL Oy t Him �$ eew S/J.O33S11 M47' z Y REVISIONS REV DATE COMMENT BY /T 16 - t OSJtMIb CFD N/F LANDS OF G DEVISEE PER CDENT/ TOWN COMMENTS OPBYKE,E.S.1118 m ] 06,09115 DUa MSTER/�NNupAD Na DEVILLARIN TORRES/ ('T REVISED PERTOWW PROP.GASSERVN£ CERTIFICATE#117717 coNNEO v a G 0-�5 OWNER OgMMENrS CF LOOROINATENTM T' A OiRt/15 DEVISEE CURBING MNB USE CODE:3160 I ewnOxnL Gm) \ t O 5 OeZrtS RE.xSFD PER CLIENT CFD I STORY CAMMENTG METAL\WOOD y/ $ 6 t0a1A6 WATER SERWCE MNB BU/ S76 2]Di E LDING ISO.OYI' fJ7 \ P R O, FM GEATM e APwtOX lOGl10NOF GAS NN:IEfi ON P®6TAL (S MRTO EED BOLIAROSTO SEPROVDFD er xnnalu Grab ® / o/ ` e - 1 n smv3s", / raw¢tnra i / DJ.tG wC /59.95' 12 WNIROLPMEIRM W'— i 16LJOFP01�. ` ' 13 GFIJERATOR j SNL6�.OA L� ` � . PROP.=MI6 S/JIB'SSIJ PAD W/BOOARDS R. • 1 \ TEIFPIWF /7JlJ' \ ���® C. ` LbraurtTDlaEsc EtlST.unurT POLEwnN RaP.3RY5E PERMIT $ i 1 � caoflDINATEwrtN utKlrvcanvulrFGR �� i �i� ` -6 wMaErnDNm BTFROGl seMo:. Eila BY M. NIl°.7B'SS•E o`` % // ' PROP.°'EIEG CADID YYY'"\ /// SERVICE LONOUrt PER TAX RECORDS `/ NNKSK (DEED NOT FOUND) O 4N PROJECT: SITE p N/F LANDS OF O Oi \ WAcoDRallo CONTRACTOR SIW1vBSYEN6I.NG TOWN OF BARNSTABLE O \Y.GGNIECf10N TO CWp110tBM,,IE/,GF SEMFR EXIB✓SQ,PRIDR DEVELOPMENT moP.wA D MAP 329.PARCEL D03 TO� COgiW 4I4TE wm, , W'TIM WATiRDEPr. NOTIFY OMdNCERR NW COXRICtS IALSE PLANS POOP.LMDEAfNidR6) p ATFA OER. \ IIOfE NEl BY OTHEflSI(IYPJ Oo o PT A° '� FOR 1 "°P��°" PROPOSED xrslFa� y(TILBE TDa6xJATEDwrm p 6DR35PVC \N '`� vsmw tN9n6 RETAIL OO S9A21 FIFT ,,.� >a N.ReaI600A, FUELING 49Y.49.3 RV--51.09 Wv.t1IttTB[IPA1rOf O0S1WG) FACILITY T 1S6.16' ffAd-AFy) o Jffi ,.,� JS J6 r LOCATION OF SITE _� 590 IYANNOUGH ROAD -Q .>— �. -� T CHUSETTS ` -,r•MrwN , -. — — — W HY OWN MASSA ° iTFJ TON OF B STABLE W JB5 ��'[e RaaJ9.97 13ARNSTABIF COUNN m G-6 GC—G—L—G L-6LT' G L— p/V=!LS fAf C2 �--L—G ::— � ERSf.GASIHE(,J4aEXjJ ,. L— �5/.O6 bW=FtR' rN_Mc6 IW� gOH LER fI91 INF q\�� �,�yq��\��I 7I JAB TI1�B �=M1=1 I APPROXSAWGUT/ 1SOygpVC ® E N e I N B E E I N 0 Y JL�1 V A V®iJ�H�� ®d]XJ✓' PBN.6C d530 I I WITOF WORK(fYP) SLDIOFTIFT 6'WVOm—Q IL 352 TURNPIKE ROAD r•�••_'r�-���.����� �� souTHeoRoucH.MA o1n2 (A.K.A.ROUTE 132) FBs: (50B)480AOBD (PUBLIC-80*WIDE)(1927 LAYOUT) r r FVHM',gohlerEngineeJing.com (ASPHALT ROADWA'i1_ <--.�nro slr wv r as s r—•—a—" "—rr—s—e cm sx-oz \\r--a „-- —.—F - rae°rr .—,�84• ce GOE�EL (A79'J f.�4TAW) � m�.s WAAT�YM Rro-"P" PROFESSIONAL ENGINEER :F 5.aNs6Tts Vice.sb to asu k -_ -- __ __ __ T� wane�Axou�ns6re.me \ LTia- 8FTseta:102 rtxseq.toxeaEser-Et°a.MN GNEET TIRE 8 THIS PLAN TO BE UTILIZED FOR UTILITIES PURPOSES ONLY UTILITY s PLAN NOTE:ALL UTILITY PENETRATIONS INTO KIOSK REFER TO GENERAL NOTES SHEET 6NEErxuAmEra: SHALL BE CONFIRMED WITH FINAL KIOSK PLANS. FOR GRADING&UTILITY NOTES Know wMI s below. 6-IOa1J10,6 ' Cal Hsfom You Duo z 7� z "d mg.H � / m�..... / 5 / m REV7 R — AREA OF DISTURBANCE= q EV DATE COMMENT BY Y8.719 SF(0.W ACRES) 1 DY s I--�RMMFNiS I CFD DUMPSTERIGEN.PAD \ N 2 DSN9I15 6 MISC.CLEANW MNB S 4 ) OBQV15 REVISED PER TOWTU CFD OWNER COMMENTS 7 STORY 1c, m a a7rsv,s REVISFn cuaawG Awe METAL WOOD S76'21VS"E �j -4.,{J------- Q 5 08fR/15 REVISED PER GJENT C� SUILD/NG MOO, / � \ g`S COtMENT3 ® TJ 6 10I0,1,5 WATER SERVICE MNB / 7 15995' 12 n 13 FK- PROP.SILTA -$ Bv f TL srRAw �,�_ PERMIT W TRFs1 twl i � � �. �� v SET trt#J t a \ c ` f�1 U T cw lWe/n IC o jy i' I PRwEcrra: wu11s9 SJMICFD RJ3'38'S"E o , �� I laffa®Br: Jcs 116S4' o \ �� _ - �' AS NOTED -- w,n1s9 sss , L CAD ID_ �' -° TEMPOPA11Y 50a Pop \ PRDP.INLET PROJECT: SITE 'I S(Oo( PHEA R1EA FABRIC } SUPotOI11mED BY DEVELOPMENT OSa ENDE �' o� O \ PLANS p FOR J PROPOSED _ o� a \ 1g / RETAIL — FUELING - — — — — — m — '— — FACILITY ! PROP.Sa AT _ _ �. — •� eaRRIER(SmTRA9W T LOCATION OF SITE: WATTIES7 RVPJ — .,5,}�� ^ .� �—, .� '�' Le !&s HYANN 5 MASSACHUSETTS -- -� TOWN OF BARNSTABLE ®________ coNIRAcIaRswvI NDNRp1NOMAWTAn IEwaR'vm _ gARNSTABLE COUNTY ___________ ---L_______________ FOIOCID wRNN PoCNr OFY.'AY TO Pf�VE1R IYANNOUGH ROAD BOHLER ® e1+olxeeacxa — _ — — _ _ 352 TURNPIKE ROAD (AKA.ROUTE 132) — — — — — — — — — — — - SOUTHBOROUGH,MA 01772 (PUBLIC-80-WIDE)(1927 LAYOUT) _ - - PI_: (508)48D99D0 (ASPHALT ROADWAY) - - r-y ____- A www.BohlerEnginea enng.coln GOEBEL PROFESSIONAL E+.iG[NEER �Y,�.C1Ky/IICB6Ewt,6M; MFW NUV5rWE1FFJ✓g N�.1Ns. .MALE L�115E ra:Wrqucu� xe..i�SMa ; N,dmAunix4Tai.ww I e s THIS PLAN TO BE UTILIZED FOR SITE ITT"E R SOIL AND EROSION CONTROL SOIL EROSION pURPosEs ONLY &SEDIMENT s REFER TO SOIL EROSION CONTROL CONTROL PLAN Ei s' x NOTES&DETAIL SHEET FOR EROSION $ t - NOTES AND DETAILS " a Know where below. ,v g REV S-IONt/lO15 CON before you dp EROSION&SEDIMENT CONTROL NOTES CONSTRUCTION SEQUENCE NL s6oIMFxrANG ERosTOx CONTROL MEASImES SHALL aE WIEAS ATPORmw11E MOSTOWEM sruEsmILENTArmERDsaN THE Fouowem coNsnwcnoN SEWENCEARECOM/DmER ® F"�z e� syoeS Comma MANUAL JNsruunp(oF SrABIL14D cwATRucnax Brr nlu.TIDBT(AS sIDWGO I THOSE AREA$UNOERGOING ACTUAL CONSTAUCnON WILL BE LEFT IN AN UNmUTFDOR UNVEC£fAIED CIXmITNw FMPMWMIIA ... f nMEAREASSNALLBEPEt EHRYSTPBILRFDWDMN150AYSOFFIWLLGW�pNGNIDTEFe�DMWLTSFI811REDW11W MMSOF JNSTI-ON OF EROSION CONTROL bVNIFA ISTAW BNES NID 6ILTF"11LE)U35NOWH1 ® ® �I C�Lp�S gV ..• §Cy1 INITIAL pSTURBNiLT:OF THE SML.IF THE OANRBNILE IS WITHN tm FFEf OFAS1RFAM ORPOIm.THE PPFA SNALL OE RABBIZED W u}7 65 WITHIN]MYSOR PRpi TO ANY STORM EVEm mBS YIWIDwCLU0E WE11ANOSy J"m TIONOF INLET PROTECTIONIN STREET(AS SHOYMI W ZL; b B. SEDIMEm BANKERSISILT FENCESNAWOARNFRS,ETCISHWLDBEwSTPDFD PRORTONI D'STUROWGEOFTNE JmNCBUTSONOF EIOSTNG 6ffE 61PUCNRES RfEDEAIOUnONflN11 -fL OVERUP ENDS --FLU ` o CONTRIBUTING OPNNPGE APFAABOVE MENMLALM NETTING SNALL BE U5Ef1 TO ANCIIpI MULDIw A11 APEASN'Im A0PE5 GRUTEA PLAN VIEW FJ 1NN1IS%AFTER OCTOBER ISTMESAME APPLIES FOR-a lI ACPESGRUTERTHANB% OENClmwO:E%IS� ETrC PAVEMENT N0 N4RInFE 15EEDEAOUDGH FlAN) W 'y ��c O K qs d. INSTALLSILT DNBARRIERATTOEOFSLOPETORLTERSILTFPd.WFF.SEESLTAnONOARNERDETNLSWHIiNM-l:N GEARING AND GRUBBING WSTAUAnW.SILTAnON BARKER WILL BEACON w PLAGE PFR NDTEiS. {ARINWORK PNOFXCAVAnONIFB1bIG AS NFLFSSPRY 'M�pp , �}y']1$��GbW 3�1 5. ALL EROSION CONTROL STRUCDIRES Wat BE MSPECIFD,REPULED ARDIOR PFPNPFDEVEAVIMYS AND UAAEOMTEIY LpLOWING AEC PREARER STRAW WATTLE �-W000 STAKE O V UFO J ... a AHV 9CMFILAIR RAMFALL OR SNOW MELT OR WHEN NO LONGER SEANCUBLEDUE TO SEDB/FNTACdIMAAnONON 0EW1&OSURE LONSTRULRON OF UIBRES OR EQUAL ZDZEY' ApNEm OEPOSRS SHgRO BE RFM(NID AfIEA EACH STORM EVEm.iHEY MUSTBE REMOVED VAEN OENSITS RFAfR �J, <aC • Ia APPRO%UMIELT ONE HN.FME HDGHi Of THE BARMEN.SFDIMFM CONTROL DFACFS SHNS REMAMMPIACEPIO BE MNMNNEO BY KITABiIIg PERMANENT GWN AREAS ANO AOPFS WmI1EAEORARY SEIDING THE COHOUCTOR UNill PPE/S UPAOPE P1iE STABBBFD BY TIIRf. �Cd Bg JNSfALLAMNOF INLET PROTECTIpi ON ONSITE UTMIES(AS SNOWp 4 i NDSLOPES.ERNERPERMA MORTEMPoRMY,SIULLBESTEIDERTHA MMONER:IL SONSIRUCDON OFBMLpNGS STAKE WITHIN i OF ENDS Rp4 H ). IFRN SEEUNGOFTHEOISMiBEOAREASISWTCOMPLETEDdSGAY MMTOTHFFA6TI(IWNGFROST.UMTEAflpURYMULGIN J� 0. III DNNVMN+T SEEDING MAY BE ATTEMPTEDPS WELLITD PROTECT MESm:AND ODAYSEELNNG UNnL 1NE NESTPECOWENDFDSEEprGG tONSTRUCTIONOF Pli CURANGfSIOWIOSCPPE RLMOSA51101G1E0 plME PVl10 --SLOPE �O<5�00 �g SURFACE PERIOD. � SPREAD i0P5dL ON ADPEDARE0.5ND SEED Nm A&ILCH & TEN JVRMV SEFDINGOF DISnIPBFDAREAS THAT HAVE NOT BEEN flNAL GRMEDyMLL�CUPLElFfldSMYSPWM TOMEfBAT d'O.C.TTP: \\^ ••C< �����. ML1wG FROST TO PROTECT FROM SPIBNG FUOFf PROBLEMS JVALL GRApNG OF Ill ACPEDAREAS TRENCH 9. DURNGMECONSIRULTIONPWSE.MIERCEPTEDSEOIMEm WILL BE REIURNEOTOMESf1E AfD REGRAOEDONTOOPDIAREAR. INSTALGRECUIRON ROPES NTEP FlNAL GPApNG CpNLETEO.FERRLIlE SE®,MO MULDIS®MUm1PE TO BE m IN '~ MSTALLW REOURFD. to REVEGETAnON MEASURES WILL COMMENCE UPON LOMREnON OF WNS1WCnON IXCEPT AS NOTEDABOLE.P11 p6111H0®aiE/524' NOT OIHEAwiSE STABILIIFD WILL BE GRPDED.SMOOTHED.ANO PREPARED FOR iwAL SEEDING ASGCLLOWS PAVE PARIAHS LOT I STAKE IN. SOIL 10.t. A%INCHES Oi LOM1 WILL BE SFAEAOOVER DISTURBED PREAS AFm SM00n®roPuwFORM suRtALE 1ANDSCNRNG PER LANDSCAPING PLAN DEPTH REVISIONS IIl OEM STAKE OE S 102 APRYLIMESTpE AND FERiBIIDiACCORpHG lO50a TESi.IG 50a 1ESTING ANOTFFASWLE ON SIAALL OR VAPIIBLESDES.OR JiDAWEEROSNM CON1ROl5 AS OAlI1RBE0 AREl50[COAE mABLL�DroTDY SfABiDA1TONORGRFAlE0. (Ory BARE SOIL) �J1 REV DATE COMMEM BY WNEREIBANG ALPJIIGL.FERnl1ZERMAY BE MPLIED ATME MIE OF BBBIB PERACFE OR 161 LBPER i,00DSF L5BIG IGAN He....' 0528H5 REVISED PER CUTEI CFD OREOUIVALEM.PPPLY GRWNDUMESTONE IEWNALEMTO 50%GLCNM RU51MGrE31UMpaDE)ATAMIE OFBTONS PEA TYPICAL STAKING PATTERN 1 TOWN COMMENB DUMPSTER I GEN.PAD ACRE(ISB LB PERI.W 0 EF). 2 0 AMISC.CLEANUP MN 1N. FOLLOWING SEED BED GREPAMnON DITCHES AND BAL%ROPES WILL BE$EEOFDro PM%nAE Md]%LPF�WGRED FESCUE SYLONNG,EE dBYTALLGESWETHELAWN ANDB WILL6ESS-BES EZEDT ANOTU E OF 0f MYIEPING RY SEDPER BLUELAAS5.d1YCAEEPWG REO i£SgIE.AN0%MPEAENNML RYEGRASSSEIDwGRATEIS I®LBSPEA LBpOSf IANN OUaITY 1 /1121115 OEWISD LNG CFD d 0T(11H5 REVSSED CURBING MNB SCO MAY BE ARSITMFD FOR SEED. 10.1. STRAW" AT ME RATE OF N90 LBS PER L000 SF.AHYDRDAPPl1GlI0NOFNDW IXt PAPERFAB15NN1 BEAPRH/ STRAW WATTLES S 091Y1H5 REVISED PENS; CFD FOLLOWING SE"G.A SUDABIE BINDER SUCH AS Cll S OR RMB PLUS WILL BE USED p1 STMWMULCH fOiiWB10 LOMN0. COMMENTS N.T.S. 6 f0O1115 WATER SERNCE MO 1t. NL IEMPoRMYEROSION CONTROL MEASURES SHALL OE REMOVIDONCEME SITEASTABILDID. 12 WETLANOSWILLBEPROlEC1E0 WINa.9N£S Plmmfl SILT FENCE OlSfAL1ID ATME EDGE OFMEWEnWm ORME BUIrmMYOF I URRC-SIC T WETL 1.El(CAVATE ABl fi'TPENCNPLd1G THE LBEOF EROSION CIXOROLCFME BITE ANDOAMiBANLE 2UNPp1 SILTATION FENCE ANp PGSITTONMEPOSTS AGNNSTMEBAG mOWNSIPfMQ WALLQMETRENCITDETSDEAWAY RiQSIRQY DwECImNF B tl ALL AREAS WITHN t00 FFEr OFAFlAGGED WkILANUpi STREPM SHNSNAVEAN E) W4mOW OF NOT MOREIWwTMYS ipWE THE POST PROMEGRpMDUNiR THE IETIWGRLAYING AfSmSSTE TRETAIBOTIW d.UYMETONNFUPOFMEFPBRIL ONTO THE UNObTLSiBEDBORONOGMETPDiDI,BAOETLLEBASE. INm TAAB TIE 506.TOEMCAN ALSO BE S 14 PLLMfASWIiHININFEETOFAFLAGGEDWERA MSTPF%ISHALLFOLLOMAPR20PPoATEERDSpICOViPOLPFAAkFSPIMM ACCp�L1511EC BY LAYING FPBPoL i1M ONUNpST11R1E0 GRWNDA`IDRIINGb TAW-MG FILL ATTHE BASE 0 EACH STORM IF NOT BEING PCRTELY WORIOD. ,� 11 AMLCM LOCATON MULCH RATE0-SFI 12 PROTECT AREA STRAW 100- WINDY AREA SHREDDED ORCHOPPEOCONNEu.Ks Po5POUNDS C /&Le ALAroT STRAW I r SER.TN0WUGNF / *�f l�POSi 1143 jMODERATE TO HKMi -MESHORE%CELSIORMIT AS REQUIRED + iVST FAMBC 4 15 VFLOCDY APFASOR 13 MY1NUTA ROPE STEEP ROPE$ GREATER 11WI3 GREATER INNI i1 (RFfFRTOGEOlEC1P11CALRFPoRT FOR fBML GE.9GN REOMRFAEN� DETPIOF POST ATTADYEIR �IEaasEAelE°rra°RT°BSMUAT'GM PERMIT A HYOROPPPLIGTION Of WOOD,IXL PAPER f®ER MAY BE APPLIED Fpa0WN1G5FEDMGAARfAAE BINOBLSUCNIS CImAS0.aiRMB /..� '".`..e.l Rus srw30E usm aRsw Mlna FOR wamWNmaL B SET Posr POS MI ICHAVCHORwG PRDIECTNR: w.GFwill'B T ANCHOR MULCH WIM REGARD IWBE(t50.YDR40L10:MJLCA NETTING IRS PER AMNUFICILWFRT.YiOCO CF1LULO5E f®ER(l5018SPCREk , _ SU SJwCFD LMDLSIC NETiLVG FOP SUNINEASANGROAO 'FT• POST SaT iBKE DRAWN BY. I D 'CAE OFA6EPoMT®STPN .. FILTER FAWiIC T QWDE)FABS CHECNEp BY: � F SPECIES DNS, SU MANU ACIVRBLS )TPL% PEA � •._` .. `.-`...�.-__��'-r...-: ._.'.`.: � ...'.... ... DEABCAL P� / pIWFS WYBE PEPMIlEO.. ti. .. .. �f41ER FAHLL A DATE A6 ROTTED BPpOE1 SCALE EROSION CONTROL NOTES DURINGSKSE �� W'd'� WINTER CONSTRUCTION PRWECTc SITE OP`ArsA^Ds %' P 'DFOF - Fl�N DEVELOPMENT 1. WURER CONSTRUCTION PERM NOVEMBERtT16G1G11APRa ti 2 PoMDiE%CAVAnoxANOFARMVARKSIU110EDONESLKT1TNTxOMpiETHwtMiE0FME9TEIswrtNOUfsrA&IWMNAT H � PLANS eApDaa - FOR-B. E%POSFDAREASHWLDBEUMREDroTHATGNOEMULf MINQEMYMMT0ANY5NOWEVEM. TOE-IN METHODS PERSPECTIVE OF FENCE PROPOSED d. COMINUAnON OF FNLTM'mPl(OPEPAnON pVI,DDITONPL AREAS SHALL NOT BEGNIwialIEEYFOSED SOL SVPEAGEONME AREA BONG WORIED HAS BEEN$TABILIZfO SUCH THAT NO LARGER MFAOFTHE BITE IS W1111IXITERDYON LpRROI PROIECf1ONAS IISTF.D RETAIL IN ITEM t ABOVE i PNMFA SHALL BE LOHSIOEAED TD HAVE BEEN SFABLLIZED WHEN 00`OSED6DRFALFS HAVE BEBIERId�Ii COLD®WnH 6RUW DR FUELING sSav ATAKATE OF 1 W La PER 1,000 SWARE FEET IWInI OR WI1HOUf SEEptal a+GDRMV+i SEED®,MIACH®IDDApEWAmY NICHORED BY AN PPPROVEDPNGIORINGIECMMOUE TYP.SILTATION FENCE DETAIL FACILITY B. BEM'EERTRE MTES OF OCTCBER ISAND APFL IST.LONA OR SEED WILL NOT�REWIPID.a1NMG PBUWSOFABOVE FREUTNG TEMPORARY STOCKPILE DETAIL N.T.S. TENPERATURESMEROPESSHALLSEFINEGNAOEDAND EITIIFR PROTECTEDWIm MULCHDRTFA&(IRAWLYSEEO MMULCHED N.T.S. LOCATION OF SITE uNTLL SUCH nME AS THE FPML TREAIMEm GN BE APPlEO.IF ME BITE b AFTBSlIDVEA9EA 15TArm E THE FJffOSED NEAMAS BEEN 590 IYANNOUGR ROAD LON FD,FIXAI GRAOm AID ASMOOTH.THEN THEAREA MAY BE OWWAMSFIDED ATAMTE aF21D.900%MGtBR1HANSPEOFIFD PROPERTIES ERON fiEOTORBE FASIR 5PEG4YANITNTA&E FOR PEAM.ANEM SEID Arm1HEN MULCNFl1E CONSTRUCTION COTGTTMlFS DURNG FR®tF+WFAn1ER I1LF]POSm AREASAWLBF NYBARS. ABLE COUNTY CCNnNUOUSIYGRA0ED 0EGORE FRFIDNG AHDTNE SURFACE TFMRORANLY PROiELT®fApA ER290I18YlHEAPRIGTIONOF 1'=SO MN.ISEE CNPRT II RIDLIC 0.0.W. �� �F�m �S TOWN OF BARNSTABLE MULCH ROPESSWVLNOT BE LEFT UNE1lP0.5E0OVER THE WINIDi OR N1YOnEREATDmEG RME OFWORf SUSRM1O11 UNLESS SS CLEPN AAY•LUAR IlaFf fiLL7E (iiFdi TEN56F SmFNmH AS1M D46BZ DB01ffi BARNSTABLE COUNTY 1RFATEDIN THE PROVE MANNER UNTIL SUCH AME AS WEATHER CONpIlONS NLONIXfC1�SroBEFB11.91FD WOHMEPBiMVEM CRUSHED SmIE PRQI TOORAMAWAY Rio1A GRIBTBGDE ELONGATDN ASTM D4� BI% SURFACE igEAIMEm,Di051W SHALL BECdJTROUED BY THE INSTN1NnON000A1E50F Ftrar ORSTOME DExAOMAw I6'MN,THK]MESS) PJOIIGNGM#-WAY 1 pIWCnIRE ASTM041D 131 LB6 ACGORONILEWRHTNESTANDFRDDETA05. M1A181BUST ASIM OJ1Bfi BWPM BOHLER TRME2OIUIFM gS1YD45D 1ID IB5 ]. ML4WNG PEWIRFBAORS: \LC --1:� G`C ^ 100P551ffDF01T 1• WFEBI6fFKE ASiM DdYG SOY ��^Ik�"� }:�` ROVmE GEOIEMREfLL1ERUFTm� APPPRElTT OPENNGSDE ASir D4T51 m1ASEVE E N a 1 N H E a 1 N a T.I. BETYIFDI THE MTFS OF NOVEA10EA1ST ANDAPRa 151MAll ML0.LH SHALL BE N1010RFD BYETDEA PEG LwE MLLCII NETIWGOP + �--�C-� .'i, Row RATE Am DMBI -SEC-1-ALAtI AFT WDCOCFSLULOSE RBER EXISTING '\\\�\/i.. / 'R %/\\ ` (MRARC-.OR 1 S PFAKTIINIY ASFM04a81 Os�C-t L681G REBULiaR 352 TURNPIKE ROAD Y2 MJLCN NETONG SHRILL BE USED TOANLHOR MULCN INALL ORNNAGE WAYSV.iTHAAOR:GPELIERAVw BYfiMLAOPEEJEOS® O LLCOEMTEroHID10.QY CEOTD(1RE fP$tlCSPDSNAlId1TAB(E SOUTHBOROUGH•MA 0 1772 PROFILE VIEW fIMSM SCGAE MFDNG lOaPSro OR PROKRTES TEST IETf10D UfiS Prone: (508)4B(I4)9DO TO OIRECT WINGS ANO FOR ALL OTNER ROPES GREATER THAN BX 1•c SP Nw.ISFF CHNn 1) OV CRNNC -ACE. ES GRADE MmER SUPoLOIIrmING CRAB TD6RE STRENCm ASMD46B1 SIBS Fac (508)4 }: >3 MIBLHNEfnNGSHALLBEUBFDTOANLHORMULCNINALLMEAS'MIIIAOPFSGPFATERTI,PN1MAFtFROCIOBERIBTMESWE GPNG"UNKIEELLMUTTON AlTMG46D I. wwwB0l7I-1r-9in .71 9.com APRESFORALLROPES GREAT ER TWWBY PROV CORRIERROMmwGS ISOIF]RILE BAG pULUENB /SI4041p t151BI (PS NRl1CABLE FCRSITE ALK -BRIG-OCIOED MU1IFN BURST ASiMDm05 d21PS (�7-- AS_FKlTB B PETERNOVEAAEAISTTHECONiNACTOPSHPLLAPRYWPIU.IITAEDIHGORMAGIANDAlICImRBiGpIN18AREFM111ATTMEEIm SPECIFIC CpmmONS) NYLMI ROPE EXPAKiM TR/BFZGDIFM �MD4Sll �� W�. GL C Oi EACH WORI@1G MY. (OR SNON!>Ffi) AESIPAIR / � WRESATAICE PSTM D4356 90% APPMBTT O{FHIIGSI>£ A51MD4T51 NWSELF LDLPS SRED-11 ROWRPTE ASiM GMBt 21DGND0PSGfT1pEpIARM1Y ASil- 14mc.1 Awr«EroEwlySTOGIpIUHG OF MAIFWNS(OwT,W00D.LWSTRIICTION MATERIALS,ETW MAT PDMIN COVBEO PALL . . r1RAVEIFD� RLIERSACKATA AOfA'.(IYFI� 1. REMO+EIWVPEDSEDlEITT WIEN ETD(P1ILYCQOILEfl EA'N140N PROFESSIONRSSmm . + M RFSIRAwfGWNOLWCBtfffffiL E�ALCE / L '�4E�"° .WSTwGUTGH BASW STRUGlURE594LL/E PR0TEC1FD I1Ni1L AAN 111.E AS 111EY PPE RE?IJVFD. \ GRNE �.-. RESTRAINT 1 PADOR RLQY D+H1MEfT[INhMGQI IFv d'�WaP S I wSPECT PERREGutATORYREWEBBOS R[YMM.1MlNeEwi texw GRADETOpURI � ,IF S MEYYDAI.W.OF 1ME RlERSAU5Ha1 MAlDIMEINOE WDIl1 PLANVIEW -PR. /1 - �,>,- OF TI9:ORAlED RUE{B01L SHEEP DTLE J// 3 Q S. 111E OEPM.•D'.OF 11EfLlER 5PCX5HV10E BETINEEA 1B11C1E5 SEEEHOSIONLONI=�LPIOA 11 C-N6mD T �El�e+cT i•oFTLE Fu,ERi•ncsWL wraLMEeL®E SOIL EROSION p SITE SPEGFIC CONSTRUCTOR PDBCO FFNCEIGATEs 6TGPM'ITE ERNSPEW`Ic CONTRUCTOIREAEOO � 4 T"'U"O e. / IElR.-nI OFT1E fRATFDwIEr BGC CONTROL NOTES& C}IARTI POSAL IGEAWEDGYOFRY MAIOPRAN STORMEVDR. \ O H .6 `.v�j� PERCENTSLOPEaROARYAY LENGTH OFSTOHEREWMFD 2 WASHWA1ERGfUADISMALLBE �. DETAILS BILLET ^.•:. -Oi03% COARSEMGRAREDMUB FIEGRBRIED S �L FOR RC SITE OOOT1AEw PAVED AREASWLEFEPoNOwO - 1 WYUTAETRAFFIGNIIlJmS. SNEEF NUMBER (� r SA TO SY 1WFl yDR CUNDDBU E SECTIpINEW tO BE UADwflS5TB1G RKi1r Of NAY p( 3 FJCCFSSNELY AIUDOlOGGEfl STD1E ApETRCVEN PRONEVEW ITYbfAUID lNJ f � a5% ENDPE ORRPNCE SfABIL®YAMFABCBASE CDUfbE lt) SNVIBE REMOVED AIOPE➢lAL®.AS fYTFFtiAC1( ' } I1)ASFRESCISIBED BY IOLPI OPOINNICE ORORER GOVFANNG Nn110MY. NEEDED. _. Know wWs below. N.T.S. FILTER SACKS(GRATED INLETS) REVB-,d0,N15 Cd bsfom You STABILIZED CONSTRUCTION EXIT N.T.S. LANDSCAPE SCHEDULE Its On BOTaRLAL N0.dE COMMON INME SOE REMAPI6 z Fi �<idu <4 ig SHADE rREE W 3.1 ova�g���� g� OV 9 RYAVIRGINWIA AMEwCaI NOPHgiNBEAM 3'LAL B'B Oo Op t OUEUERCUS PALUSIPIS PPI DPX 3'Ca. BBB G V t.._..• ; EVERGREEN10 I �;Z 6 SHRUB NS 18 ILE%GIABRA9HA40" SNNdROCI(I—MIXLT 20.m ISCµ W �� 6 JH9X m JUNPERUS HOwEOHTAUSYMIwtBOR BAR NARBai CREEPING AINPER 1SIE SPRO. ACAN yW Z'�y]i3 < OEGWWSSNiUO� ° C1 ...F— SUMMERSWFET CIETHRA Rd tO' AI CNI F tI K- r m D p � COPNUS SEAILEA RED OSIER DOGN'DOD 263E e.B M.I nZ<,u g]>}�'z pFSz EEE NVAI 6 M1EJt VERRLLLIATA WNIER REV VANTER RFD WIN)EABOWY MOLLY 1B3d' @CAN ®Ul O E 6 5o Fu m S MA ] Po EN LL RO VOiGORMw TSWWV ABBO NRG—INAROSE 3BGAL CANTAPID O Fy MZ PE—NXNa M PJG 10 PANCUM V91CAl1YA S CNGRA95 2GAL cmRalgR N-i W j 4 $$$og NOTE IFANYDISCRFPANCIESOCCUR.ETEENAMOU SNOWN IN MEPUWa1OTHEPIA LW,TNEPUNSWV UUArE 4 � 6 / REQUIREMENTS TOWN OF BARNSTABLE LANDSCAPE REQUIR �m =_ / II� ._... SECTION OF BYLIW OESCRIPDON REOVOiEO PwPOSEO CIF ! Z / 2d0"25 RON F ONTAGT NROVGROff N.CWPER aFTSNALL BEw20VI0FD f4RmOF 10 [ ID gQ ROAD FRONTAGE THROUGNOUTSETBACK MEA RT.13215B.+E l m=5.2 TREES yg'�� wucaEY RD+s&ar2m=s3 rRFEs REVISIONS REV DATE COMMENT BY � i S28I O15 REVISED PER CIIENV CFD � TOWN COMMENTS Yq 2 O6DN15 DUNIPSTERGEN 3 M SC.CILEANUp� MNB 3 OYLd/15 REVISED PER TO—PfBT \ r� O OWNER COMMENTS CFO I STORY - p0 0 115 REVISED CURBING MINE META[1 WOOD .. ° BUIILLDING •"' a37 .. ../ •� �(/ \ <�� ® 5 OBaNlS REVISED PERCLIENi CFD ..' Y COMMENT$ OWNER MAINTENANCE RESPONSIBILITIES B _' /V O 10.0Ut5 WATER SERVICE MNB � ® Q t' waNaw+orsroRwn¢RmIRR.clwrs,mlurEna+oFwmvswcwowcnaormlReFwArRcva�mGEFaR 0-l� ILLNRRExURpuxcEGRE UOIM1F➢.waWIGa919WWG0Fdit NSFADIDv[fffA19KMVISRIFE B .Y�JY pINF5,A01WS LW.2GMSS ORwwFNfu RAYf5Ax0 ROAHRRMFA5 GR01H000.4A ND W05'GVpG. ..,G MAWNGM SWOYN-[49AI09NDARFASAWtCENffR raROF IhE VA�I'ARDAPEUS R�RESN6rMJ1Y :..:�: \ N¢Um.mnG %�FwowNG a e :,:•. /� �?� __ � r wJrunFu 51wMiwFxilP�TeErW�)AUEDmAssuNEiH+TA»�NDFS G C - � o . wESADNtFMrowaAwA AR�DF '�O Gam/ \ y �'�s�� ".."� IN�"wE�N�wotl mEArra Ar rnarue°Fa)n.mmM eu vFnFsmwswuA�sl on PwREOIw,xro.woAxr tD � ..G mETs venal�/ vFJOMM 6R#n I.EA AS fl31.tiRiA1FD W TxE wDSfIFF RA'l AAE ro BE iRIIr:ID ro A pEwuICE 11 k=1.� ems/ ImaRo=,Fr PRwN.wTwmATBEnswFA sy.adAs mleAw33F Norwrmax rls;wuc // A L� -:.\ -114ARNRFacY1s5 � iuWF vAV8111�9A6��uO�1GT�®wm�e111EVE3� t2 /\ \ Lr.. row Mna` rARxwG•orsArm NrnEsscR�-awAYG \ ® // ~• c" TREE wNG // }( 1'� � \ F E9TRLVI rR3fFIC��TAOriP£M'M RU{vRG.SIWNGg1MYORERHATAI� M14bTlDr FItON VB1IMMANI N f �"�d,, C� �RFOMRBJFNIs oo Rm urFn rHE RAxr ICE cuMewlas rlE uP.ncdF¢mnRraGR Ls uuslEo ro rRDMSE IRE is azdMs f� B/ice Bw .:�a.-•, B� , PERMIT SET o Q I/+j .Rypppy�uµR DRROAVE BY: W1r1159 OVER 6 NEW TOPSOIL(IrvJ SJMICFD pY4l®RY: JGS �m O `Y✓ )NY 4 MUOOR TA FA ENS J 2w z 1 1NOTED m U,O a O'I SITE G DEVELOPMENT QOO O 3NWR I OPFA PLANS ALL EIOSTEJG OFT31E waosrwnG SIGs IPFA 3CS IEtPAG1Ep BY PROPOSED SE1AHi 111C FOR IOP CO 3NWR � sNua�REx.��N,ao PROPOSED BRV. �2.m ` I� RETAIL 0-0 Giww a.Re AW -- FUELING sk FACILITY �: PRDv.nroeosFmu sy-5 5 LOCATION OF NNOUGH RE: OVERENEW TDPSaLIIYvI 1L AN IS,mAsSACROAD �j ,SSE cB HYANNN FBARH TABUS S TOWN T BARNSTABLE O.P1=V..9J u _ _ — — _ — i� — — — — — BARNSTABLE COUNTY _ _ — _ — _ — — — — _ — _ — _ DdgE IYAI�Tl OUCH ROAD m BOHLER Orc (A.K.A.ROUTE 132) 352 TURNPIKE ROAD SOUTHBOROUGH,MA 0171 RO' 2 (PUBLIC- WIQfU192ZLAYQU�_ — — - - - -- I'M — — — — - - — — — — - -- - - - - - - (ASPHALT ROAIDW& m WAY w-„ Plane: (508)IB G9ra53a1 nwv pd ((� .IN nt www.Bahle Eng, _—nng.com _ GPlv51.31 k -- LANDSCAPE ARCHITECT MAssACNusEm ra ut) R1100E ISLAND NR.ri9 NEW YORK Na 002359 NtIV 1W.NSHIRE No.109 S ..-- SHEET TfrtE: THIS PLAN TO BE UTILIZED FOR LANDSCAPE PURPOSES ONLY LANDSCAPE PLAN F REFER LANDSCAPE NOTES& DETAILS SHEET FOR LANDSCAPE NOTES AND DETAILS 5 EE NA®Ew a Know wwo below. -'m REV 6-10.O1rzM5 CS1 before you ft r - INLORMRATEZOF � - CL�' LANDSCAPE SPECIFICATIONS IS NOES PG BIDPOF �� 11ID Shc dt MULCH SNAU.BE PULED AGPIHSTRWTG%LAROF PU'NF P FNG WYFAE. j,� I aa 21 REMOVE AlINdygppEGRApARE MATEPoN AND ROPE FRONMUKK6TOPOF ROOTSAL FGD BUPoAPE-la MOLIROOTBALL AS SFEOFIED W SZ SSiw d �! ])PW2nNG DEPMSRW BEMEYJIEASGRWMINNASERY. 1'OWBIF I� PoO uO�p AF 1.SLOPE OF YIORIC D.ALL UWNAREfS AR ro BE CULTNATEO TOADEPMOF Sd INCHES(6}.ALLOEBMSE?ROSED FROM EKGVATIONHNDCULTNATIdVSNNLeE DISNSED OFW d)MONomi-LY SOAK TIE TREE ROOT BAlt NIO IADUCENT FRERARED'm SEVERAL T-DANGME PSTNONM _ IWi0WW0BMN _ T';j-E SGPECONTRACTORSHALL BE QE MTOPERFORMALLCLEANING.FINLSHEDGRADING.-F-ARATIgI.PERMVEM-NG ORSODUNG, ACOONOANCE WITH GENERAL WORI(MOCEDUPES SECTION PROVE MEFOLLOWING SHPL BEnUIDIMOMETOPFWRWCNES(nMTWOgRELTONS AFTFJi PLANTING ANO REGULARLY THPOUGHWTTHEfd10'RING TN'O SUIMERS. - MLGI PUNTING AND MULCHINGINOUgHG ALL UBOMMATERIELS.TOOLS AROEOUIPMEM NECESVRYFIXLMECOMRETON CFMEPROIECTUME%OTHERAISE (oLANrInE5 BASED 0NA1,W650UME FOOTAPEA-"="DP=SES MY ISEE SFEGRGFON 6AB: S.I THE BDTiOMMPUWLWG PR IXGVAnON55HgMBE RWGH TO aV010 MAT11NG OF 5dllAYERSA6 CONTRACTED BY ME GENERAL COMR�CIOR L20PWND5 GPOPOWEROR APPROVED SOL LONDITIO RFERnLSER NEWSGLISADOED.RIS PRFFFAABIEro PLL MEfIRSf UR ELro]IH)Oi PLAMINGSOR MTO ME SUSSOE fl 20 POUNDS NIIROfORM ILWRSET SBOO BLUE G6P di-PROVED NRROG0I FFRMI2FR E)REFER TO ME OIART GENERAL RANGE OF SOL MOIXFIGnAS6VOLUMES FOPVAftldlS SdL LOIOITTIg15'TOOETFAAUNE WNIWAAWIDM OF RlERPAED - (ASSPEgFlED) C 2 MATEAULS SOLL(x). FIMSNEDGRADE uOZ • S� A.GENERPL-ALLHMOSCARE IMTERALSSWII MEET OR EXCEED SPECIFlGTIONS AS DURMEDIN THE STATE OF➢PRILIEJfTOF TRAHVORTATIONS SPEGFIGIONS EME SPREADING OF TOPSOIL SHALL NOT BE CONDUCTED LMDEAMJDDY M FIRWENCONDITTN5. TJ SUBSTITUTE Wo"D STARING SY6IFMLNIFN SPECRIED. ORRENRCHASINC THEESNITHTWVLEPDFAS OR REMOVE ONEAT OIANTING:DMFlAMSE DD / NOT PRUNE MEEAT PLANTING IXCE➢TFG2 - ,.ti'Ss+r ^$� Z w BBp3 B.TOPSOIL-NANR4,FRIABLE.LOP1AY SlT SqL XAWNG AFI ORGANIC CPYTEMNOTUWMANSXAPNRANDE BETWEEN ASTA.RSH-BEFREEOFDEDRS, B.FIANTING SPECIFtCSMUCMRALODNALCT10N5. TOPSOIL W M5 y v ROCKS LARGER MAN. INGI I'),WOOD ROOT6,VEGETABLE HATTEN AND dAY CLODS. A INSOFAR MA R S FEASIBLE PUNT HATEFUL SHALL M PUNTED W ME DAY OF DEINERY.LATHE EVDILTNATMS S NDTPOSSIBLE,LANDSG➢E CONIRAC1pR S.INSOFAR MA UMNSTPLIED RPNT MATERLLL.PUMS 6NML NOT PEMNN UNPLANIED FORLWGERTHANATfREE WYPFAIOOAFIEF DELNOtT.RANMIRIT _ _ / - _- _ - _ -�..�y ;� L.UWN-ALL OIBTURBEOAPEIS MET00E TiffATED WTMAWMMJAI6 MIG LAYER Of TOPSOL,OR A9 DIRECTED BY THE IOGL MgWJKE d101EM.PlID N1LL NOi BE PLANTED FOiLAPEPoOD OF TIME GREATER nWIMNEE GAYS BNALL BE HE4IDMWIM i0PBl11LOR WLL(N TOHEIP PRE6ERVE�Ot M015RIRE REINFORCED RUBBERHOSE(PIgABLALIO �-SET ROOT BALL FLUSH TO GRADE OR SEVERAL i �« y SEEDED OR SO DTAEs-BE FRESH, PFRMANEMEE'. AII(INMEIHODS INDiGiED ON 111E WN6GPE PLAN / / MGIFS NIGHER IN POORLYDiWNING SOILS ►y A ulP ow L LAWN SEED WXMRE SHNL BE FRESH,CLEAN FEVI drop SEE'. B.PLANTING OPFAAIONS 91bU1 BE GEAFORMED DUPoNG PEPoWS WRMN ME PLANTING SEARON L'AEN VEATIEA NOSgL CpOTIKNS ARE SUREBLENO W B.SOD SR BE STRONGLY ROOTED,WEED AND DISEASEREST FREE WTM A UNIFOWA MIGMESS SOD WSTALLEDOFI SCOFFS GREAT�RMARd:15HALL eE ACCOHDARCEWIM ACCEPTED LOCPL PRACTICE PLANTS SHALL NOT BE INSTAL1EDMl RIHAiSINAMUDOV dt FR02FNCONDMW, idD BURLAP AWAY MOM TOP OF ROOT BAIL GROUNDCOVER E_� as '3� PEGGEOTO 12GWGEGALVANVEDWMEGUYSIMSTED `1'BUILtAR EARTH SAIKDi dFk'•...• NO 05CO IN PLACE GANY LMJURED ROOTS DR BRANLMES SHALL BB MVNEDrofAAIE OFANCUTENDS MIW TO PLANTING UTILIDNG QEAAl.9URPTOIXS.OMY wJI1RED ORgSEASED 1••� , PLANTING N.T.S. yqC� • �P BRANCHING SHALL BE PEMOVE0. Z dA RRDWOOD STAKES M FREE NT.3 M RI D.MIRCHNL PLPNMIG OEDS SHALL BE CORDED WTIHAYTMCK UYOL OF DOUBLE SHREDDED MAROWOW BARK MULd1,UNLESS OMERMSE STALED ONME EA IRFE / TDWBtf SHREDDED HAM)WCODBARK - M LANDSCAPE PLAN ANDIOR LANDSCAPE RAN NOTES WALL D.ALL PLANING CONTAINERS.BSIQETS AND NON&ODEGRADABLE NATEMMS SHALL BE RpAOWOMOM R00TBALlSDMBNGPW!TING.IUTIRiN FlBFABUPoAP /� NULdINMESS OMFRWISESINIM D)IDD W W UyM1 o S MU BE OL FROM AROUND ME MUNK OF ME TREE AND FWDED DOWN ADNRS'ME ROOTBrY1 PPoOR TO BA I-Ail HOT PLACE MULCH IN COMALT WTIH TREE ' E FFFiBDER ,,Ra MEWDMOF ROOTBNLFOR ;� / MUNIQ L iEAl11IIFR SHALL BE OELNERED TO ME SITE MI%FD AS SPECIFlEDINMEOPoCXNAL UIIOPENED STANgWOBAGS 51T0YANG WFJGHT,ANALY55 MID 11BAEa ENSMON MEES AND SHRUBS AT THEIR WINDED LO TONS AS PER ME PLANS AND SECURE MEAPPROVAL OFMElANDSGPE AflCIfi'ECT PPIOTi TO PRRARFD SOIL FgLiNEE& r-CORCO REN-MEODN"ANER.AMY1 F MA RERTNL6IER EXCAVaTWG RiS,MAMNG NECESSARYAONSnEM5Y5ORECTFD. LANDSGPE FABRIC AS SPEOFIFD. PLAN SHALL BE PLANED SO MAT 111E BE TPANSPLWIEO ATMESAMEdUOE ASWME FERTII12fl25HALL BE STORED INA WEAMFAMOOF PLACE 50 MATRGNBE NFPT DRY PRIOR TO USE PREFAREDWILFORMEES PgSi AT WMICHAM ROOT / CONTAINER.ONELIOVEM£CdETo F ELSE Na0 zW C w 'jaP A.fORMER SHAll OFBORIEDI AVYEAMEA'tOOFPI ZER SO MAT ITO%NBE-T.AY'PRIORTOMAS NIDI%NTASSNM BV WFIGM.AFEAn1flER SHdADNOT F.W00RTOMEISSVANCE Of PNYCERTMCATE OF OCCUPANCY.ME PROPOSEDIANDSWE,AS SHOWN ON MEAPPROVEDlNOSGPE P-W NATMOATALIED. - 1RTCO. UREE BEGINS IS SET LEVELVAM GRADE do FlLGTHENSITTORPHANDTOOLS IOPULLME >m , .... 9 BE FORMED PLSPECRTOMEIMROVEDBYMEAPPROVING AGENCY.MEAMROWNG AGENCY SIALLTNERROPCCdRfiSFASONF'1 WNBIOERATIdI51N TMSPEGMDAS 1PAPT WW MWURE AND REMOVE BURL-MOM TOP RODIS OUTOFTHE OUTER LAYER OFPOTIING :�uE WITHOUT ASOL TEST PENFORNED BVALERIIFlED SOL VSORATOPY. FOLLOWS.MEPLANTING OF TREES,SHRUBS LANES ORGRd11ID COVER SHALLOCORt ONLY WPo1lGMEFGLOWWGRANnNGSE0.5d5: SPARS TOPSd ONE-MIPD OFRWTBPLL 0.55HOWN BOIL MEN dROR PALL-ARTARYROOM THAT IG6 LP ;wiARLMISTODECEN9EAI5 (RECOMMENDATION ONLY.SEESOLLNOD.Q1 RD GRGETNE P NEDDEDN-Noa,TAWER mE F.PLNR HATEFUL IL AVM"ON ISToMNE15GtSEFT.I TODELONSER I 1-PEALAIOSS� % �3'DOUBLESNREDDED ULOI AG00BTM Qzt ANAE LALLPIANTSSHALLIMALLCASESCONFORMTOMEREWIRB/EMSOF TIIE'AMERICPNSTMd)AM FdiXMiBEM BTOCI('(NLSIZb0.11.UlESTED1Tidi.l5 1PART LOW MPSOIL / BASE F THE PLPIR MULQIAWIN5T 111E !� NBLSHED BY 111E PIANIINGS REWHED FORALDITIFRATEROCCIIPIWCYSHALL BE PRONGED dBUNGMENFM-PROPRWIEBF150NATMEMIMIGPAllIYSdSCRElld1 UXDISNR6FD SUBGWIOE 3P-TBT T) / BASE MEASSAC JJJ AMERIGN NURSERY A WIDSC-E-CIATION IFOPMERLY ME AA£RICNi AS TION OFNALSO AENA CONTRACTOR SHOULD LONTAti-PRONNG ALUNCY Fdt NTFNMLSUBSMURONS (SEE SOIL MODIFKAnONGWO) FABRICl55PEdF1ED K.WALL fA5F5.BOTANICAL NPMES SHPIl TALE PPELEDENCE OVER COMMIXI NAMFB Fdt PNYAND ALL PLWff MATERIAL AIL PLANTING CONTAINERS BASKETS AND B'-lz SHED GRADE REVISIONS BI.PLVnSSHALLBELEGIBLYTAGDEDW TNEPROPERNAMEARDSIIE TAGS-ETD RENINN ON ATLEASI OIE RANTOF FICJISPEdFS FOR VBOFKATION GFMMEAMORE.MEFOLLOVIING MEE VMIEIIESMEUNUSUALLY 3USCEPRBLf TO'MNTER DNM(£WIIHTRNL�LAXLSYIOIXAMJME SFASOHKIAQ(OF qG WiD[SMAILOW NO.E / NRPOSES DUPoNG NTMOGENAVNUBILTIY,MEMSILOFPUNTOEAMSGRFATLYIXCRFASED.RSNOT RECOMLENDEDMATMESE SPECIES BEPLANIEDDURINGMEFALL PLANTING LNM TAMPEDSDES / Xd1&W FFND6LE MAMMALS SHPll SHRUB ON FIRM SOBWBOTTOId OFHGE 111E FMAL INSPCH:TIOK SEASdi J/ BE NEMOVED FROMRWT6ALLS REV DATE COMMENT BY N.MEFS WRH ABRASION OF THE BPRK SUH SCALW;gSRGIJHAl10N OR iRESH CUTS OF IIHBS OVER t):,VA001 HAW NOTBFENCdNLFiFIYGllUSED,SHALLBE MFRRVBRIIM PLATANLlSxA ROW TMR SOL SOLIDLY AAWIID etSE OF BEFOREPIANTMG,PTIDSTOP OF REJECTED. BEIIBAVAAIETFS PON-VARREES RWTBPLL SET FOOTBALLWIINpSIURBED WELLLOMPOSTED LEAVES Ni]RELVCLED YARD 1 OSTtN15 REOWN CONI IENTSl CFD PLAN155MALL NOT BEBWIID WIM WIPE OR ROPE AT ANY Ta&SO PB T00.A1MGE ME dt BREIBI BPAIILHFS. CARPMUSVAMETIES PRUNUS VAREIES SOIL IN BOTiOMOFFpIE WASTE TO BED ARDnLL INTO SO. TOWNCOMME.P V.ALL PLUIM SHALL BE TYRGL OF MEJR SPFCESIXtVARIETY AND SHALL HAW ANdMNL NPBR OF GilOWT1l WIILOEY¢LOPFD BRNlC2E5,ODISELY fOUATED, CRATAEGUS VARIETIES PYRUS VARIETIES MEPMED SOIL NDISIURBED SIRGRADE D a misc. VSORdI5 R00t KOElAEU16W DUEf1CU5 VAPoElES SGLSAFACERDUG1ElIEDTO 2P MINIMUM WHEN-PRDPRwTE NWTMULTRLE 2 O6N9/15 AMISC.CLEANUP MNB SYSTEMS AND BE FREE OF DEEASE.BSECTS.PESTS,EGGS OR LARVAE UWmA51BAR STYRAGRVA TBUTOARROSA BIND WIM PEW SOIL SMRUBSWCONTINUd1SRANRNGMGE. 3 06(1</15 REVISED PER iCTVIW CFD VLGLIPERNEASUREMENTS OF NURSERY GRWM TREES SHALL BE TAKEN AT APODR q1 THE 1RUNK SIX NOES(b�ABOW MENAIIBULGPAOE FOPTREESWro tRU00DTgtIXIiIABRFEAA IDROVA VPRfl1F5 OWNERI) MMENG AFID INCI"A SHRUB PLANTING FOURINp1(1')LMIFERS�IF THE CALIPER AT SMINGIES(61 ABOVE THE GI20UIIDfMFEDSFdM Wd1E5 HlIN LN1PFRMETALP4t SHWID BE AEASUPID N RAFIWGPRS SFULLBE DUG WITH LEVE BpT101.5.\VRHME WDM IYBCEMEOIMIETFROFRWTBALL TIE RCOTBNLSWLLLR6ION UNDSIIfiBED GROE a O1R1/15 REVISED WIRING MNP ATA POWT E,,,PLAN PIT SHALL BE SALNFTL W LAYERS WITH ME FOLLOWNG PREPARED SOL NEED MdiWOHLY: TREE PLANTING DETAIL N.T.s. 5 09AW15 REVIBED�eR`TCSLIENT OFT, A I-BOW ME NATURAL GRADE L 1 PARTIFATM059 - N.T.S. DETAIL WI.SHRUBS SHALLBEMEASUREDTOMEAVENGEHDGMORSPREADOFME UB,ANl B 1 TPARCCMNSTFD COW MANURE BYVOIUME 6 01 NOTTOMELONGESTBRANGL ILL 3PARTSTCFSOILBYWLAE 101R5 WATER SERVICE MNB VN.TREES AND SHRUBS SNALL HANg Fn VA BE M ARE BY ME ROOT BAIL. N.2I GRAMS'AGPoFORM PLIJRING TABLFTS(OR-FROLEO EOUAL)AS FOLpIKS NOTES TREE POGET PLANING FYJTAUOWED T A)2TABLETSPERIGALLON RAM 1.ANY IAEEINSTALLED WM!M 10 R.OF NEW LdifREE SDEWALKS f 3.GENERAL WORNPROLTDURES 813 TABLETS PERSGALLON RANT SHOIAD BE INSTALIIDYVFMBIOBMPIER ROOTBPAt@AfPBPoLAS I� SEE DEd000US OREVERGREENTPEE n M�^nn r Nu�OD q CONIRU/OR roUIIIJZE WOMOUNUIE INOUSMY STANDARDS IN PERFORANG ALL l-M9Gi£WNSTRULnGI ME SITE IS M BE LEFT IN AOEAN STATE AT ME L)ITABIEIb PFA 15 G41W RPNI BROWN DETAB FOP PLAN(NGPUIIItlSFS (, .' O B ENDOFEAOI WORKDAY.ALL DEEMS,MATEAULS AND TCOLS SHALL BE iROPFALY 5TGiFD,SnTCJffIlID OR 015POBEDOF. D)IARGERPLNI(6:2TABLEISPFR FCAIIDFROF NUN( 2 TREES SHPLL BEINBTALIFD ACWRgNGTOMEPPPROPRIATE �,{� FLAMING DETNL A4T'G I L a[' v l✓P70� .FIN FOR SWLUBIYR: B.WASTE MATEAULS AND DEBRIS SHALL BE COMPLETELY DISPOSED OF AT ME CATRACIORS EAT-DEEMS STALL NOT BE BURIED,INdAIdNG ORGANIC I.FBL PREPARED SOL AROUND PALL OF PLWTNALFAYAY AND INSERT%AHTTPBIEIS LUARIETE eACJRTLL AND WATEfl MdBWGNY. ID- L,z,lly�-! /�J- 1-,�" 4'4� 9 MaiERULS.BUi SHALL BE REMOWOCdA°LLTELY FltOMMESIIE LONG SDEWMXI �.c•j:�J f�c 3'LAYHi OF SPEGIFDPNULLILRQI J.ALLFIANt55HAtl REPLANTED SOnfATME TOP OFME ROOT BALL MEPONn AT WHICHMEROOTFLPAE BEGNSSSETATGROUNlEV6 PlIDNMECENTER --.- J 'LPL- 4. V�.�� 10 A.SffE REPNunaru OFTHEW.NDSOILSTOSEPL DSiECRYONTOPOFMERODT BALL ' I • I( ' I �+ FlNSNGRPDE ABEFOREANDOUMNGPRELWNARYGRAVNGANDIAENED GRPDING.ALL WEEDS AND GRASSER SMNL BE d1G OtR BV ME R0015 NIDDlSP03EDOFW �4\ t �/0 NT�ALL OONOTgBnwB 11 ACLONOPNCE WIM GENERAL WOIU(RLOCFDURE5 WnA1FDMEREN. KALL PROPOSED TPEEB wPECRY ADWCENTTO WAIAWAYS OR DPIVEWPY5 SLU11 BE R8REDNW LUMTAHEOTOAAN#.41NBRNLO&IG HEIGIROF TFROM BI�ARR ROOT J' _GRADE -1 S .�. _ NlAAEDSdL Mq P9t SPECS. 12 B ALLE05TINGTREESTOREMNN S-BEPRUNEDTOREMOWANYOA -BPPNCHES.MEENTAE111®OFAMDAAMGEDBIIANCHDUIIBEOROFF ATME NdSTAS SMN.OF PRfRAPID 506.LIX BRANCHCOLLAR.CONMACTdt SHALLENSURETHATCUTSARESM00MANOSFAIGNT.ANY DGVSED RCOTSSHALLBE CUT BACM WOH DEAN SHARPlDq.SAFID LGRWFID COVED AREAS SHALL RECAWA%'UYEA OF HUMUSRAIOD WTOMEIOP i'OF MEPPAED 50E PPIORTORAN161G.ALLCRWMI LOVER AREPSSHALL OR-FROND SUBGRI�DE nilcn WTO EXfSiNG50lroA TO LSNALLBEFLACED ARWNDMEREMAINOFROFTHER00M.EJOSnHG TREESSWLLL BE MdITTOHED ONAIEGIhAR BASIS FORADgTIdULRWTORBMNCN BE WI3DED ANDiRFATFD WIMAPRH'1ERGENTCHBAICELASPEF MAMIFALTUPFRb�COAIAEHDAnON - - .' MED SOIL FIXiINEES DEP,,,OFS t3 DANAGEASAREBIRTOFCON9MULnON ROOM SHALL NOTBE LEFT FJSOSFD FOR MOPE MPN OIF(1)MY.fAMRACTdi SHRL WATER EMSTPlGTPEFS AS NDBPRRIFNRWfSAWNER :.I-•'•.I 1 I I .'." f'I 1 I I ISFE GtM1ING DETPJII S I ST'AdP'G PDi PL-R LL1T NEEDEDroPRE,ENTS,,-DRDEQINE MLN)PIANT.E%CEPT GROUND COVERS.GRASSES OR CONES.SNALI BE PLANED lES5nUN1N9FEFTQI Fli0N EX15N1G bIRUCRIRES AFID SBTElYAIKS fABRIL TO BE PSTAl1ED 1 THE 504 G CONTRACTOR SWILL ARRANGE TO NAW AU11lRY5TNE-0IITTO LOCATE ALL UNDERGRWIO URDIR PPoOt TOM6TlLLUT10NOF Ntt WASCAPE WIFAUL N.ALLPWRING ME0.4 MIDPLANLING PITS SHALLbE MULd®AS SPEOFlED NERDN TO RLLINEEMIRE BFD NEAOR S4UCER NOMIAdIS1DlWdilHE1RUNK BOTTOM OF STONEBASE 3 15 1.111 COMPANIESSHALLSECONTACTEDMREE(])DAYSPRIORTOMEBECNNMNGOFWOUL OFMETREEORSIWUB GlNiSE OR 1P, WHONEVEASGIEATE S.MEEMOTECTIW GALL PLANTING AREAS SWWLL BE WAITBTFD BIIEDUIFLY UPON WSTAUAl10NWACCONNJJfEWTM LHE WATERQIG SPEC&1CAnE1A A9115TEDIEAEPI SHRUB/GROUlVDCOVER A COIFRUCTOR SHALL BE PESPCNSIBW FdtMEPROTECTIW OFAUMSTWGTREESTOREMAMATREEMOTECIIDNZd'ES BEESTABLWEDATMEDPR UNE DRATMElIA1R OF LOtISTRlH:TIOFI DISIBiBNICE NHIOIEYER ISGREATER lOLP15TM0-DSMAT Lt4V PEDUBEAMOPE SIBR1PtE RNlECT10NLDIE ADD ,mm,, TNHL�GP,ELEDFNBTANwG„EP,A,,,- BIOBARRIER ROOT BARRIER DETAIL , N.T. PERMIT $H4LL BE HdXIRED. N.T.S. ; DETAIL SET BA FORTY£IGM WIN(41 MOH WOODEN SNOW FENCE OR ORANGE dXOPFD HIGNOENSTTY YSN£NCF.ORAPPROWDEOINL MOUNED ONSIFAPOBISSHNL B.ff PW1T5ARE TOPE 5TOd0'ILEDBEFORE RERAMING,MEYSIWLL BEHFAIIDMWIM MULW ORSdL ADFGWTELY WATERED LAID PHMECI®FROMORRFME BERACFDALONGMES0WDARYOP'THE RIFE MOTECTIW ZONE POSH SN4lL BE LOGIEDaTa MAXBBA.I OF DGHTFEET(PION LEN1B1gT/5 B1dGlIDYATIOI IEAT.SUNAN,D- / PROJECT, WNXPC, TSIE'FEE PROTEL11dl DETAIL •- 1 DRAWN BY: S � C PIAN'SSHALLNOT BE qS Fdi TRANSRANTING BEM'EENN FPPoL IOAIO DIRE Yu 4 JGS '( CNEGIO=D Br G WHFNME TREE PROTECTION IREN-HAS PEEN INSTALLID,R SNNL BE MSPECTED BYMEAPPROLSNGAGFNLYPPoORTOl1EMg1TI0N,(WMING,1Pff dFAPoNG Am/15 OR ANY OMENMNSMUCTId1 ME FENCINGAI N MEMEEPROTECnWZOVE SMNLBEREGUWBY WSPECED BY 111E IANOSCAPECDNRNCTgLARD D.UPON RERANnNG.BACIO1LL SdL5HPIL�AMENOEDYAIHfHOi1DFF NO RI%ITGNONM MdiAK]IE T DATE Sc� NOTED CADLDZ W1A1159556AS MJJMNNEDATBAIICONBTRUCTI--TMTYNASBEEN WLffLETED. E TRANSPIAILTS SHALL BE GUMANT®FORME LENGTH OFMEGUARMIIFEPDSW SPEQfED1�VEIN , D.AT NO TXW SHNl MAOIMHtY,DEBRIS,FALLEN MEES IXiOMER METERNS BE PLACED.SHOD'ILED dilEFTSTAAmWGMMEIPff PROTECTION Zg1E F.ff inANJ'PLAIITS dE,SHRUBS ACID IRFES LESS MPNSIX MdES(S)OBN SNALLBE REPIAOHDM LAND.lRffSCPFAIEPMARSIX WOKS(6108H MAYBE PRO1ECh SITE 6.BOILMWIFIGTIdA PEWwED T09EREPIACEO wACL0R0YNCElNi11MENIMERLIFTS MFEIEPLADFAEMGNOEl11E5. S A LONi1MCTOR SHP11 ATTNN A SOIL TEST FOR ALL AREAS OF ME SITE Milt TO CONOKTWGNNRNITVlG.SdLTETTSSHNLBEPHiFORMED PIACEIt11FIED - SOBU90RETORY. ii'WATFT3NG ' DEVELOPMENT A NEW PIPMINGS ORIAWN AREAS SWILL BE AOEWATELY MPoGAIEDBEGWNWG wAtED1ATFLYMF1i RPNnNG.WAIERBHW.BEAPRED TO EACHTRHNO. ,�N B.IANDSORE CONMACTOR 5IULL REPORTAXY SOB OR DRNNAGECWgTIW5C0115WFAEDDER6LEIfTX TOMECROWIH OF RIM VAIRUN_6dL SHRUBWSULH MVMER 0.5 MOTTO wsMtB BACIGB1 ANOroMEEX10lF T1UTAu 1MTER1U5w1HE RAlIMGHgEAfEM0M1W14Y SA11waT®WETEIdNC PLANS MOgFlGTPoN5.K5 SPEOFlED MFAFM MAY HEEDro BECWWL'TFD BYMELANDSGPECgnHALTON OEPENDWGWSIIECOIIDInON6 SHNL LON1WlEAT!FAST LRnB RAMSMEFSIF81151®. FOR GMEFOLLOWING AMENDMENTS ANO WMOTIIES PRE APMOYJMATE AROAREFpR BIDDING RIHPOSF.B OKY.LGA09nONOF N.EtYlL8O55N01M1D BE RFASFD BBTTEOWNEtOVIOE WAT[R IFAVNIABLEONSREATTMEOF FLAMING.EWATFRSNOTAVNLA&EON SIECONnVLTORSIMLL SA9LVNLLEC6.°MY OEPENdNG W1HE OJTLCME OFATOPSGL ANPIYSS FFAFORMED BYACRMFlED SOIL VSgUTOPY. WATER MEUSE Oi UMOFWA WaTDBNG PAG55RFDMMENOED FORNLIE4YLYPWTIED TREES. - .. PROPOSED 1.TO WCRE SEa SANDY Sgl5 NBILFTY TORETPIN wATERAND NUMIFNIS.MORWGHLYIILLGifiANL MATTER IMOIHETOPbt2.USECOA EDA COMNSTEDLEAF MIIL01 G E AN IPMGATWN SYSTEM HAS BEEN INSTALLED ONME 91E R SMNI BE USEDTO WATER MOPOSEDRANTMAlER14L BOTANY FABIAEOF LIE SYSIBA DOES ORPGTM0.55.ALL PRODUCTS SHGRD BE CO6IPOSRD TOApMI(�OLOR AND BE RNIGFIECFS WNH NRfRN&ELE-IXI WDODBiRULIL9IE AVOD XOTELIWNATEMEGNIRMCTDRB IEBPDNSBBRY DF MAWTNNMG ME DESIfED MdSNTtELEVFI FOR VIGORIXS.HFAL,NYGRONRI. ' 1\liTAIL MATEMN WITH AM - HIGHERMANId A,--EE FUELING 6.MINIXEASEq GE,MOgFYHFAWLLAYM9LTOAOR H Q%GAYORMT)PY NGMLffOSTEDPWEB (UPTOSPAPYVOLUAEIANDADR AME WIOSGAPE CONTACTOR SHALL GUPAANTEENI RANTS FGtAPEAIW Of iYFAA FROM APPROVAL OF LNOSLAPE WSTPLATNNBYl1EAPPIWVWG ASAB_MGYPSUM AGENCY.COMMACIOR SHALL SUPPLYMEOWNFR WTIHA WJNIFlUNG:BOND WRTEN PEFCENrIIox)OFMEVALUEOGMEIAMI6GPE B6fALUlpll Nimll Mill ^ ' CAA SE B.WDIMY K Y P FACILITY EUEDIFGSADTOMNGMEBOMMDgW %OMTMk ® L'TH@R@RESENTN TOBADDE)O MCNFASE dWNAGE . LOCATION OFSSITE:w.MWIFY IXTREIELT SANDY SgL5 U10RE111A11 M%)BYAOgNG 01ICaNiC MAT1ER PATAYJIt giY,SMEDDED dAYIOAMUPro]O%OFMETOTAI MDC BANI'�ADOq DYMG%NFi LWTERIAL SHNL BE REPLACED Fdt MELENGM Of MEGUARANTEEPFAIOD.IffPIPLOBIT OF PLANTMATFRMLSHNLBE \ . CgOUCTFD ATMEFlRSTSUCfgDING PLANTING SEASON ANVOEBPo59ULLBEd.SPC®OF OfF3TE MtiHOUfIX�Rd1 - ,_ T 590IVANNOUGH ROAD HYANNIS,µgSSACHUSETTS 1.FlNSNED GRADING A UNLESS OM YR EIXININLTFD,ME WiDSGPE COMIUCTOR SHALL BE RESPONSIBLE FOR ME IS-AnOR OF TP AND ME ESTABLLSNEIR OF NEREES MID SHRUBS SIWLBEMNMAINED BY ME GMTTPACTOR DURING CONSTRULIION AND MRdAAG11TME90 DAY WJNI@LWCF PERIOD AS SF£L6✓ED TOWN oF T BLE COUNLE TY FXEGPADINGWTIMNMEDISTABNK£AREAOFMESTIE NENDITIMANDFREJE WINSECT ANDOISGNIO MEPPEVFMATNEIREATMEHTS SHMl BEPFAFOM.EDASlECESSARI'TOK4P RANT WlEn1M6LO0W W COIIDMW aJID FlEE of WSECTSAIODI=�.^F BARNSTABLE COUNTY B.LANDSCAPE CONMACTdi SHALL YERFY TWIT SUBGRADE FOR INSTALIAnON OF TOPSOIL N/S BEEN ESTABLENEI ME SAORADEOF THESITE NEST NEETME FINISHED GARDE LF55 ME REWIRED TOF-LLMLGVE5011 D.LAWNS 5f AS BE MNEDTOEMROUGN WATERING.FERTRIIEG.WEEgRE MOWINGED OMWGEARS- OPElUng6 BlIO1F5RW1Kw LEGNAkK+AND REPLANTING AS PEOUIRED TO ESTABUSHASMOOM,ACCEPTARE UNM,FIFE OFOLODFDMBAREARFAS - ® BOHLER C.ALL LAWN AND P-TING AREAS SHALL BE GRAOED TO A SMOOTH.EVENAND UNIFORM RANE4MN NOABRUPT CNPHGEOF SLIPFADEAS SET 1B X OF CONSTHUCnW PLANS,UNLESS OMERWISE DIRECTED BY THE MOhCT FNGNEHV OR LA�SCAPEARCHTIECT. QEWAR A IRON MELOLRI.ETIW OFALL UtmSGPE MsrALLAnOX AXD BEFgE ME FBLM ACCFPTAHCEMECIXIMCiG25IWLLPEMO•£NLUMA®M'`TRiW$ H N 6 7 NIKE H I P O O ALL PWniNG AREAS SHALL BE GMOEDAND MNMAINED ro ALLOW MEE FLOW OF SURFM£WATER W LAID AAOUI6)ME RAMblGBE05.STANONG WATER SNA L EWLPL&NT AfID DEBRIS FROM ME S11E ALLPAW➢-EISANETOBEdFANED. - NOTBEPFRMITTEDINPUWIINGBEDS- - _ { 352 TURNPIKE B ME SITE SHALL BE dFANEDANO LEFT INA NEAT AND AC(FPTABW LOWMIONYS ARROVElI BYL1EOWr831oRALR11rn®REPIffSEMAnW.. T SOUTHBOR(SOS)4 MA O1T/2 Pitore: (508)A80.B900 A TOPSgIRIG ACONTMCTORSHNLFR DEASMILK WNIMUM LAYER DF TOPSGI.OR AS DRECTED BYME LOGLORdN0.NCEdLOENi,wPLL RANTwGPPRS.TDPSOLL tIMNNTEMWCE1ALiEMWWRDk .. (5�)<8(Y908O SNWLD BESPREADOWRAPAEPMED SURFACE WAUMFORM UYEA TO PLI6EVEMEDESIPED COMPNLIEDMIOPESS. A90 MYI.WNIENANCE PERIOD BNALLCOMMDICE AT ME END OF PLL INOSCAPE W5TAl1AlgH OPFRATg6 nE90 MY MYDORWCEP6YDD l)IS/iff5iDl1E B.OIFSITETOPSOLL MAY BE USED TO SUPPI£AIENTME TOT0I AMWMREWIREO.TOPSOIL FROM THE S(E MAYBE NEECIFDff RHAS NOT BFIIi MOPFFLY OWNEROPEPATdi1HATMENEWLY INSTALLED UNDSCARNGHPS BEEN WJNTAMEDASSPEdFlEDONMEAPRiOVFDIJVOSCARE PIA!L Q?f MEIEIVLL 80 DAY t www.BohIQFE lRECMg.COm REMOVED.SLORFDAND PROTECTED PMdi TO E`T MLTOId1 1/PNTIFI1AIlCE PEROD HAS EK W.THE OWNERIOPERATOR IMY FEWEST MAT BIDDERS S,,,TA,ALTERNATE MATENANCE PD FOR A MGOFLLY MA N ENN2D _ C.CGNTPACTOR SHALL FUMIISH TOME-PROVING AGENCY PN ANAlY515OF BOAR NAPd1TED Nm ON91ETOPSdI TO BE UTLLfhD MPll WWTING AREAS.INERT COMRPLT.MEK1flWATE MAINTENANCE COFTIR.ACi MiLL ENL'OMPASSNR WgO(1HAT SLWSIODIDAPPRORNTEroB611PE MAT MNTANDIAVM AREAS •1�\/■•J• L A RVA ANDNLRMENT LEVELSIAYNEEDTOBEADJUSTEDMROUGHSOiL MOGFlGIONS AS NEEDED roALNEW ME PEOUWEDLEVF150.53PFfJFlE0 Ml1E MAlERU1S ARF IEALTHY AND MANIGIRED TO THE-PROVALOG THE 0W1lHWPEIUTdt SE oN ABOVE - HYDROSEED SPECIFICATIONS ' - REGISTERED I.ANDS."p pRCfIITECT .. - MASSACF ETTS Nu I211 $Y RHODE SIAFID No.A19 ] NEIV HAMPSHN2EN..1. TIR 1. FMONTOSEEDING.AREA ISTOBETOPSOILID,RNEGRADED,MD RAKED OFNLDEBPoSIMEF LAN SHEET JLTE 3 2 MIOR TT,SEEINNG.CONSULT NANUFACNiERS RELQMEJ81AngF5 ANDPi$iPUCTld15. • .. , p: LA��DSCAPE y L SEEDNDMTES: l NOTES& PDEJRIUL RWGM155 1R 1N-SOFT KENRCKYBIUEGRSS tLB-50R I NEDFTSCLIE aLN,DosoF DETAILS SHEET BPRGDING FESCUE 14 LWt - � . FIIintf2FA(1fi3it6) -1-SO,-1-SO,SO,50R , � - SHEET NIXIDER: WARD LIME iGu/BNGAL - ➢ TANK TACMFBR ssLBIBEO GAL wI, TANK FIBER WLLH ]DLBASSOFT I. _ A® A. GENMATI-SWILL VARYAST-NEOFYEARFORWAING.NIIIIYLTgi TO I-GA'E • e. - `' SEEDED NEAUMIL AN PLCEPfPBLE STANOOF COYDt5 f3TABl191ED BY Or11lER REV b-101012015 w+- -. ..tea ..�. .-v«.•., ..v ;,....•-,. ....�_. F LIGHTING NOTES: �h1� / L THIS LmH11NG PLAN UE➢KTS PROPOSED SUS1 D IGUMIKTaI LEVELS CALCULATE➢VSING MTA FRONDED BY THE NOTEO T✓ i-u z u V OF a MANIIFACNRERIS). ACnMl SVSTNNED IL SIZE LUMIMA P LEVE15 AFm ERFORMANCE LUMNNRES IMY VARY WE TO Z V'S S Z w, o - __ __ __ __ OMFR REUTFDVMMBLE FlHDLOIIDRIaS.E T FAM MLM1P5,THE SEAWLE UFE OF EWP-RT AND LVWIWRES AND 0O yu I, J LOSS FACTORS USEO BI nIESE IM+HnNG LALCLRATIONS PPE OV FOR All LED LUMPWRES.Od0 FOR ALL HIQ1 O 4 i u d D £LL9iS ✓ b. PDIG1NE aUM L -El LIGMINGwn0U51RY F9JDFIMO STu10ND.. VNLFS O-R-SPECIREO.THESE FACTORS S. 1H£LIGHRNG VALUES AND VICUUTmN PDIMS OE%LIFO qY THIB PLPN APE ALL pNALYD:D ON AHORROMALGEOMETRIC P�MIE W G-g� •w dy ELEVATONZ O(GNWND LEVELI UNLESS OTHERWISE NOTED.THE VALUES OM ON THIS PLAN MEIN F00TUNDIES. FF.. • Q3 {{ bP 1. TIE IIB%IWJRES UM%AND LENSES MUST BE REGtIWRY MSPECIEDBNVNTAIIED TO EI2SIME TIAT-NNCM PROPERLY.L T TO F TO.FREO CR BK S W {7a �.6 T • i S �`E ITS ORK NOULD TL BUT NOT BE AVED UEM WSUAL INSPECTIONS.CLEAMNG OF LENSES.M 0 REUM OF z -£; S I yyp RECESS"AT LEAST ONCE EVERY SI%M MONTHS.FNLLIRE OILOW THE ABOVE STEPS COULD CAUSE IE UMJWA 4< j F rt - bP b0 b° bP UWDSAIm LENSES TO FM PROPERLY TO RwCRDN. /'\1� . O0 fl bP bP e° bP \ V C� � k . $ b° b° b° b° 5. N'NFFE APPUCABLf,THE E%,S G COImnmIA LIGM LEVELS RLUSTMTED APE REPRESEMATNE OF u+APPRO%IMAnON UTIl1DNG b° LABORATORY DATA FOR SIMILAR fl .VN.F T-N FE10 MEASUREAfNiS ARE TA.I WITH A LIGHT METER AND ARE, CONSEOUENILY,APPROA LA.L ONY.WE IF ERC S5UCH IG FI%NRE DEIIEIUNCE,EOUIPAfr1R roLERMICFS,WEATHER CONDITIONS.ETC,ACTUAL lmM LEVF15 MAY DIFFER E%ISnNG LiM LEVE15 DEPICTED ON TICS PLAN SHWID BE CONSIDERED I OF S U TYPE OF W I T TO zy 00 • }Q6QQ `� bP •0P / bP \ APPROMMATE `pP •°P S THIS lIG1nV1G PLAN LS INTE1mE0 SWIW HE OCATONR AIO LYIAPES,ONIY.POIATII YSTEM. MTA CQNDUfiS.WIPING.' W O g 6t bP / bP CES AND On1FA ElECTRIM RESPO LQVPoNENIS ARE THE FE®Nry THE MLMfECT MEP ANaOR GMNG CO C U NTNLTOR ASMaL FW N THE CONSTRULTigI COMRALT DOCURffN15.1HESE nFAG MUSE BE wSTALIFD AS PEWNED BY •J }rc¢i Y� b0 •pP b9 STATE AIA IOLpL REGULATmIS.Lm11T PDLE BASES A THE NESPOMISRRY OF THE STRUCNPAL ENGwFER AS NDICATED b9 tt TIE CONSTRUCTION NTTMCT pOCUMENIS CONRAC'0'6 REWPo "E FOR IRS—IRS—LmHTI CO NO R%NRES PND 6 bP bP b0 b> Q^ MPURTENMiCES w ACWRONICE WDH NL MPUCABIE B V.AND ELECTRMfLL COONS AND Pll OTHER APFOCPDLE RIRFS, at�1 0 �u b,. q (((\\\�gga,��'I REGULATONS,UWS AHD STATUTES. j< ♦•••.. CUNTRALTDRTB%NGTOMS)Gff ATFFNnON,P%OR TO THE MME CoNCEMEM OF CONSIRU M.ANY LIGHT LOLAn Zq� E b •O%�/•0P bO b` D` b\ b b' •0` bN y THAT CCNRICT MLSWR RRGE.Un MR OROTIIFRSTRUCRIRP+. <j 6 0 I5 UD CONTRALFORB PFSPONS•BNIY To COORwNATE LNnI T11E P0.01ECf MCNIIELT OR OWTffR REGUmwG THE J / bP bP b? b` b1 V Q POWOi 50URCFI51 FAOlt WORN TIIE BUMWG,ANDTMWG OEViCF518:CFS5PRYTOMEETTIE OESiGNDnENf. � b> REVISIONS bP d b bP b. b? b` by bA b> o � B. TIE 11GHnIKi CONTRACTOR SHAL1 LOMRY YIIIH All PPPIIGm F fgNRUCTOR PEWMELffN15 omiGTED W THE SITE PLAN bP bO 1 STORY 31 (✓ INCIUDBm Bllf NOT UMIfED ro,GENENL NOTES.GRAgNG AIm UIIIfIY NOTES.SITE SAFETY.ANO All GOVEWIMEMPL RULES. b° REV DATE COMMENT BY U. rr0�;,,,�� S�6"Z7'Oi• •°. b O LAWS.OPgNN10E5.REGULAnONSMmnE I➢Q. bP %HULDING b5 \ 9 t o5rzeH5 REVISED PER CEIEMI CFD bP bP b9U/CCLO/NG b� 75g� b b' b? •°�4� 1D.TIE CgtRUCTORMUST VEWFYTWT INBTAW1pN OF LIGIRMG Fl%nIRES fAMPUES WIiN 111E RE-0VIRFMEMSfOR BEPPRAnO4 TOWTERIG NTS __ __ •O° •O° b\ a-37 b1 b1 b> �? > y<� FROM OVERIaEAO ELECTWGY WiRE514RBFATE REQILATI0N5. OUMmisc. GEN.PAD u°\H < 2 06m8115 8 MISC.CLEPNUP MNB b° bP •O' b` b} b? ✓ ! 6 \ bn O �® 11.VMFNpBNIX ATMG MfiWFDMl11E PLdN.TELIGIIIPIC DESIGN REPRESENTS BONERS UIIDEITSTAM.NHGNm INTE1PRETAngi REVISED PER TO- -Ell P - a I OFT✓E REGIMTORY IIGHIiNG IEVElS MTIIm®BT RIBU9QD STMiDAlA3. AJ 062ut5 _ CFV V t` b° •yP �° bB T b oMa 5 REVISED CUR&NG MN8 \ bn 12 IIPo1I OWNERS ACCEPTANCE OF THE C@6`lElm PROJER,T1ff ON'IffR SWLLl BE RESPON�LE FOR AIL MVNnwpNCE b° bP b° •,}\ %5 b SEAWCMS PEPpw AIm INSPECTION OF TE lIG1T11NG SYSTEM Ptm ALL OF RS Cp%PONENS Atm RELATED SYSTEA6.10 ENSURE 5 09=15 RENSEOPERcL cm bP bP b° b° 1A hl I � ADEOVAIE IIGIT11NG l(:VELS ARE PRESEM M'D FUNCnONBIGAT PLLINES • 1 COMMENTS �,y/ L 1P 6 I=- WATER SERVICE MNS •°P fry h> / � ,1, 37k�iB'ii°W- 1 ° bP bP 1 `' �' /// '�,s>\ ,�_ b NUMERIC SUMMARY ' •°O bP b %5 f / _�( •I'n ♦ ` �? \ 1n b b� LABEL CALCITE UNITS AVG MAT[ Mw AVGIMIN MAKIMIN b' ♦�L-s h? > AREasLA+.wrY B2tK.BNARCE Fc eaa 3B2 D� x.a 13Dm B •°P bP � AP� b0 � - \1 / ♦ag? bn 11 b1 \F.\1 Lam, •�6 �' ♦ `L.\ •` bn •0` „ rz- o\P 12 bP 'IN L. b? 3 bn yP ° b` ♦s �.,.� .? . b u 1 bP b` b3 k° u; h ♦ P 1° / h6 b` b° b' ♦ '° / , bn b b° LUMINAIRE SCHEDULE 5 776N' bi y9 / NAM h° •L bs bylT by SYMBOL OTY ARAANGEb1ENT LUMENS llF DESCRiTOA' b> b` ` b` K3 5 sIHaE NA oso %oAsu+m+les,%awB1�-aMaMmLGHDIart PERMIT T / `S °♦ \ b LYCWAff-u MaNmml+Flan b� by b � b�0• hi 1 ••n � a.,y b' •°. o ,s a1x+E Nip o5o TnussclmL SET •°` b •1, n OT b` ? '� ® hi b` RiOJECTND: wlat,sl ? '> Q 9 •>? d •p1 b7 Y `J •'° h" he ,s' `"a bn �1 •°. DTL WN Br: BAMICEn b• by 1 bA hd O, jGs O h` hA ryp h' \ hO Sn 1V •°` _7m5 DATE AS NOTED O® hA ^L° •' h1 1P bi b, CAD ID. W1II59 s58 b> .°. b'I O1> SA `+h> hn \ PI to •0' bP "`°'�`° SITE b` b" .bn O hP .�? %. k? A,°� '!� bP b> � , ,n �O \�1-h` 1-L, ha -. *, °' b, b° "a' DEVELOPMENT •O` kR1=5209 b, b hP s, ll tin FFn �i bn bi + PLANS bP 1 m T -- --br- -- - E.c b• bs b> bn 75676' Lxwr R%iUfE FOR 1---1. by (SH LUOWISEOkAIE ,,. , , „ ,,—r b? r—T�— 'sue b, �, ° bP PROPOSED bP b� en bA e— s `" " 2= F GF—F RETAIL �% —L—S—'p1 G—`-}�• `bF `b0—'�P— MpRBY1GIlM-/ ""ARRTw,H£ FUELING FACILITY gy 777��� �{_-Igo bPA hmIUTED CM%AN 4` b b` b` w LOCATION G SITE b` bi b+ V° ANNIS,MASSAC ROAD On b? b` $ HYA TOWN FBAR STABLETS b? � P btl m { TOWN OF BARNSTABLE (A.KA ROUTE 132) b0 bP b` •0� b` bP •OP b •°P bP w S BARNSTABLE COUNTY (PUBLIC-80'WIDEI(192LL7AYOUFL bP— -� — — �D — —0M — _ �P— _ �•P— — b°—�0 — •ha — — -- - 3 W 11BR1 (ASPHALT ROADWAY) V-9 bP bo B-rya-Ib—•`�=b1 .°° �> a, b0 �o_, F° "� r a-^ „ rYI—.s q— BOHLER b° HNOINCHIIIN O 152 TURNPIKE ROAD SOUTHBOROUGH,MA 01772 bO ° •C° b° bP b9 _- - -- WRB 1 F'11a1e: (5G8)480-9080 b bo- NOTEeaun www..BohlerEngineenng.— b° W.p bn bP bP bP .GOEB. bP 0 bP AREA LIGHT DETAIL N.T.S. bP bP b0 b° 'n bP 5° wTE:Tws DETPR6F011 mo AloeuWETun%wPosEsarnr.wrtRaLTae slwlBETEY4pT�EFOR PR10FES�SIONAI-ENGINEER e \ bP b° bP HAYNGAFotROAnaN DEsaL%EPaam BrAaw.PTmsmLlcnnuL SRaaEFt[atSlflETmmuomNG MB6�TS LACE1gE Aw.>s.. .. � wtoDB rvANDLxfNslt N..TTm WNFACNRER REgARBEMIS.IOGL WM LOAOSAIm STiE SPEGSICSOL PARpEIFTLS. -'.COreEC,MLACBASE rh STAS..,. \ bP •p0 • SOLESTTE CgmnIaLS AImATR LOGIIgG MAY PEOWIEVBM11ONpYPBO1GIEAAI>FSlS rLTv 11MOYMELACFfCE m,OxBB bP OETFFMIIFO BY ASIWILnIRAL EMZEBL '.MAx4.fc..K IaW roRK u¢ASE w e1�tB�t bP ASIOE�FTxrLaEs.BmUmRIG WTeur Narun®rouAeaw.BAAE�+a RAGs.sIriWLL arnwu�sE•a'amm t \ ETC.AS R Wnl B�A[TTE A11EAImfgKmATICM OESKiI y1EET TITLE g LIGHTING PLAN D A e THIS PLAN TO BE UTILIZED FOR $ , LIGHTING PURPOSES ONLYT"" " ¢ Know e/bet'e below- REV 8-t0m1rlO,5 Cal beta.You dW r 1.S art.CON TOP CIXMSF NOTFS _� M pO ida�ioC (Ma WTNRtIIDJ Zz—� ° N y n ELSp Z BR.CONC.BwOFR I t. REFIECiivE BLUE B1CNGa0tMD at-t&GN w U S a i u 2 e CWRSEIW DDT .. ... --...'. " WMTIE LETIFWHG A105M@OL tl L� •... M311m) ' IEREAING NIWIMW.f 1'l1EIGIR -� 1-.t?LO PIH Mp.BOLTS � � • �� j////// wrrN NurseLocNwwsRERs 5�z� s& \\\\\\\\\\\\\\\\\\ 2 SIGN TO BE MIXMIFDNCRETE AI FOSr ° W Z5 ° USE EUONI-CONCRETE BOt1AR0. USE GGLgNG®THE CON`¢CaON tOIM D REO BNGNU / t51GN W <- �q 60ENSE GRADED muU �...� - �`\�+J\) 'ILfII Do L1 @ G� Y do ;TONE BASE COIMSE w 1 ONE SIGN PER HAIIDIOAPPEDSPNI. -- - - Boo O Wr1fIE LEfiFA.S y Z S _ 09 a E GRAVELBORRDW SIIBBA;E IMADOT NQOI.I) WHITE LEfiFAa Ry «�'1 wi~�We� •l �9 couRSE rtA+arrMtmD.TVPEOT vNI SSS NZESNNE � e g FWPL PAVING sma.Fl TONS 5Y..I BE LONFlRMFD +Z !f-..•.•. g ° (SEE (SEE GEOT2FOR RE➢oaTPRWMEED ar ON'fRi ��4�� i �y �a }S SNFET z FOR RFSEAENCE) 1N':12 LG.PM 19..8QT5 wGR Nurse Laa GLvarE SioO1, � S� o ° Avlrxs ° W G TYPICAL PAVEMENT SECTION a�� o � ~'V � S N.T.s. TO 2 g a o;ow ROTARY BP E ERsaTIN.Ma ° H S N b OO t] Zr o WI111E BACKGROUND >7 ° m I REVISIONS S BOLLMOfR1ED WTM COVLAEIE REV DATE I COMMENT BY 3 R4-7 R -2 1z + _6 TMnNIco— cFD REVISED PER Q Wl DUMPSIER/GEN. PAD 2 OBNBGS 6MISC.CLErWUP M"a 9 O6rzYt5 ROEVAERCO E— CFD 01.1115 R ED CUREONG MNB "KEEP RIGHT" "NO LEFT ACCESSIBLE PARKING SIGN 'STOP'&DIRECTIONAL "DO NOT ENTER"SIGN 1 �^� ^ II N.T.S. WITH BOLLARD N.T.S. SIGN AT HINCKLEY ROAD N.Ts. N.T.S. 5 09.�1- CFD SIGN N.T.S. TURN SIGN B ,WD, 5 WAATEk SERNfE MNa B >6 9 � t0 it ONE WAY" x PRE.IS—TPPVDEAT PROPOSED CONCREIEPPD 011Z' N.T.S. ;HBWOAEESAREW WCNOGMU RC6S0EE0 RSE ;•REVEAL MAIL ',;:.0 E�M(E/M�CONCNETE PLACE GRAVEL PPoIXi TO tZ GRAHAM 0(M0.5HEDCMWLORt.S.nE NR END Oa ARRS GM9C.00 E WOBPMSSYI%%PROCfpt O ZLOOGR LPCFAm E P61AS1RILYODP mIf GMN11Ed"Re0" +1 6 `cG"Mw VPEpL Aa�cAS+®ES P W MD.S TTOPCd96E +PCG�3 OCAWPY 21 #14 RS—IR R HOqOE�JLCEE.I�C TDN BdY:PERM IT "ONE WAY"SIGN tt SET4. lw > 1I1S11152OWtAICZ1/F51I95.PROTECT: SITE D NG E DEVELOPMENT a W'mtGPEAohcl mEu�'REGvoRr PR�v Dim ero%iER (5[E SHEET3PptReB PLANS —FOR— PROPOSED RETAIL FUELING 'STOP'BAR DETAIL SLOPED GRANITE CURBING TRASH ENCLOSURE PAD DETAIL N.U. RAISED CONCRETE MEDIAN FACILITY N.T.S. N.TS. N.T.S. L—_oN OF SrlE: _ 5901VANNOUGH ROAD HYANNIS,MASSACHUSETTS TOWN OF 13%STABLE - I SARNSTABLE COUMY ACCE%SIBLE11=SIGV +.)th10•.S'TO9 TFc P5YlBOL r i)LOGTFD ED MATRGVNOTBE OBSRNED BY BOHLER A sGn�In¢OPUN1rE wnR� 1wTTR aaE.EMN,DNvIS—EE[ET AA4.J WU-1-UE) aum C0EA@ ACfG®GMAVFI RMWS-XO q PAB ®w 1 I ¢N B I N¢Ell, GORUOLIXANDES ' SE PPONG ml 352 NRNPIKE OU H ROAD AUA GUIDE GNESI MA 01772 PAVPIG(SEE lYP1Gl RlVB.61f SEG+xAB LOLL NRKWIV WRN 901LNiD ARROVED BAO6B1 FASTING PPVEIENf r ' GA S �GRO r wmE ALwE - n •. WTERIAL caNPADTED uralsTuaBm MATeaL t»»v.BohlerEngineee n oom } (MASS DOf SPEGfIGGW M1D1.1) BLUE SINPBIG lnPd �� unury �B{y ... 7R LwOE Z-t- (NON"OE CTABt'E)� PRO -/ TRBbI%,GD- IDw5NO1 WD GOEBE \\ CfUVEI PAVEeFID BASE ]A'•NOYNUIPBE LOOSE IFIS PNNIm(P/LINE 6�1? p, �'' •tr (SEE TYNGL PAVBENT OETAAJ UMAlTBi(3SIOL) '. BLUkTNn.ES.M _ srNwoL(uw.B3M ;•-T wcmorsa[cslGTmle 1�={I +z I 1r M1D+D �A �b I ..:...:. PPPPOVFD SAID DONwAclmw UIILRY®FNTFIGTW MN OL Let YRGFESSIONAI.ENGD`1RGR h� .. TwoLIPrs Toa AeoeETOP OF PPE Tu1E caAvaDR r� . w�''goEur��HASEw>'.�:- /� sNaDPlAanao - .mr.ecrcvT L w:aw. L •:'y`/�" Op,VACIE0 w6lAYE% ^' �:! w }a55 � RPE O4lElER4 :'.. - tiZ ::. .'.' 4o SMNWEARM NEWYOpN tNENSE No.OP�^ 6 BO VAV +z'101 NROD( 'e loa As ualwED I I dy ,� � w..'io$i vraum®s>� amAULs.�..c"ww SNEET llllE ' ��r; M015r1118ED OR SUTN%F a �NOTE:NL PAVEMEM STRIPING PNO MNUMGS BIWI NSLSTOF GLLOaMATm RUBBDi 6 WIBACIED WTERU' PROPOGEDSE- 3 PNMNVIIED TOPORY;IIRFACE WIIFN D�1EfAPERAIURE 6GRFATFRTIUH W�F.PNM „ulE wNEaD,A,Rs„�DL P„B„p,,,x CONSTRUCTION SWUx BEPPPl1ED ATPMINIMN.10F 6015 DSNBLIPBMTw(.IQESs P�SYLHOL SILPLL�CEMOIED M�iREC� DETAIL SHEET L ACCESSIBLE STALL MARKINGS& ACCESSIBLE PARKING TYPICAL WATER TRENCH SEWER TRENCH DETAIL N.TS. NTS p,5 N.T.S. 3 PARKING LOT STRIPING DETAIL N.T.S STALL PAINTING DETAIL P,,.,.,,.,,v.,~„�,..,,.♦.Ra..;.,,�J,.,Br2B,...�eABt.,.M.�R...><�a>:,,,«B.U«<B,.,:, Ir= a ITI ° � d r y pi IN �cn log $ H O COMBINATION OF f. J•oNr 2,3'OR sEc11oxs � y 22 u s E/7 K 25'(CLOS 0) y N a O all XUR �y t" tTj d - s H g >FR SMN. COMBINATION F1,2S,Ofl 1'BECTIONs if MAK 5$ffi ^ $ P ° 10S'(OPEN P00mOM TOR 1' YRN £P $m g nq $ 3r m BS(CLOSED PasmoM aJ i y $ $ I s EQ ? ♦ >g Y~ �$ pp SEE yppy {92■ �� ,�, ygege � F e ��ym@y@ee ,CP MT € MgH O gill ' s 12 ITI HIM HIM 1141 rHIMfj �y TEC NO PA mI MIEANM it ate ^T ./\ ".' L2^� T6 F S S cut1EORAT AL INLET E +d /•/`�' s yR Fl p D', O IMER ATNTIONS PE y }$ y b H LOCATIONS yQ YfiS N � �9 OA Pr.[2.NmI MIwMUM sy S' OA FT.II.BMM�RIMUM /OILTERF RIC Sy A �+ L Q F BT FC POLY �E iIl1ERFABRIt Ef B ]IIS 6 g $ a e rLq�@5� ys� @5g UNER BENEATH FEED IS 6C CONNECTORS B ; s qt ill p 4 ra y His. z yy MiN.COVER It IS 1�.yy q q Hi b 11 o gY TO RUMBLE 6 ® ® g o $$ PAVEMENF.N •'� fill Ali % g� o° o _ u Q{ yy ■ 9Q4 p Yy CbZ FF yy 5 s � o b ga BOHLER Mz -W H1 b �C{ Km m N E N G I N E E R I N G 0 � m q "� °c9 °�� SITECIM AND CONSULTING CNGWED NG MHp F� yyy RC 9i'9TANARI D1:SIGN PE MI7TNG.SEAtV�ICE.9 TRAM PORTATION5�'C S mx i > O/1 � 8Dmz 1Nfl4 ENGIAND ♦IEHIVALLEYPA ♦CENIPNN 1-Z H V♦ V> •BOS ON MA ♦SO—EAST—.PA 22,� �� EW VORK METRO •REH°B°1N BFAC,L OE7 �2f1PO CC.y�y H r yF.+y\ 5 30 > C ♦N u S•.� ' u fO N �'E'� C O m F"'I Lam/ Yn Sri ° 9 O ♦NEW JER9LEY ♦SOUTHERN MMYIANO fx.ae♦m30UfH FLOAN�,OA .. C/_ y w N 0 L rxwman,w,«neorue« //7��' CJ °o m S