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HomeMy WebLinkAbout0262 BRIDGE STREET - Health 262 BRIDGE STREET Osterville A = 093 — 021 — 001 a 1' ° ^ ^ u Ii ^ ® w n 3 ° ^ ^ Y. 0 v y� u n � i e , i - L 0, .� � Barnsta� o� 'Town of Barnstable � U MAC . Board of Health w 1 1639 - a MA'S 200 Main Street,Hyannis MA 02601 2007 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. — Junichi Sawayanagi November 29, 2012 Mr. Peter Sullivan, RE, Sullivan Engineering P.O. Box:659 Osterville, MA 02655 - r RE :Ca e Cod O}`ster Facilit k Y Dear Mr. Sullivan, You were present during the August 21,2012 Board of Health meeting: The. meeting was held because you requested a determination from the Board in regards to determining design flow for a septic system for a rinse water operation along with a limited number of employees (four to eight employees, part-time). In this case, the rinse water is from,a culling operation as the result of,washing.off live oysters, determined to be approximately 600 gallons per work day. According to your letter, you originally intended to add the rinse water-into the septic system however, you did not want that flow to"penalize" the total design flow. It was determined b the Board that the rinse water from the culling operation will Y 9 P ; . not be used to "penalize" the applicant in regards to nitrogen loading limitations. However it was later determined after consultingwith. Brian Dudle of MA DEP, Dudley_ of this is considered an "industrial" use. Therefore an industrial holding'tank may be required.. If you should have any further questions, please feel free:to. consult with MA DEP or telephone Thomas McKean at 508 862-4644 .-Sine ely yours Wayne' iller, M.D. Chair. an Board of Health Q:\WPFILES\CapeCodOysterRinseWater2012.doc 1 a 3 Page ] of 1 McKean, Thomas From: Peter Sullivan [peter@suilivanengin.com] Sent: Tuesday, August 14, 2012 4:17 PM To: McKean, Thomas Cc: Crocker, Sharon; capeoyster@comcast.net Subject: Board of Health Meeting August 21, 2012: Cape Cod Oyster RE Cape Cod Oyster, Facility Dear Tom, ' We are on the agenda for the next Board of Health Meeting August 21, 2012. The purpose of our request is to confirm that the design flow to the septic system is limited to of the number employees at the facility (4-8 people, 4 hours per day, and 4 days a week). We will be adding the "rinse water" from the culling operation into the septic system however do not want that flow to penalize the total design flow. The"rinse water" is approximately 600 gallons per work day and is the result of washing off the live oysters. The"rinse water" by definition is neither grey nor black water therefore it is not sanitary flow and therefore it is not design flow as defined by Title 5. We have attached the lab results of the rinse water from the Hyannis operation (town sewer). We are looking for the Board's affirmation of our position. As always thank you in advance for your efforts on this matter. Peter Peter Sullivan PE Sullivan Engineering, Inc. 508-428-3344 8/14/2012 r - Page 1 of 1 c Crocker, Sharon From: Peter Sullivan [peter@sullivanengin.com] Sent: Thursday, August 02, 2012 2:28 PM To: Crocker, Sharon Cc: capeoyster@comcast.net;john@sullivanengin.com Subject: Cape Cod Oyster Hi Sharon, Can we get on the Boards agenda to discuss the criteria for a new facility for bagging & shipping oysters? Do I need to do anything other than ask you? Thank you in advance for your help. Peter t ..f 8/2/2012 CERTIFICATE OF ANALYSIS Page: 1 of 1 Barnstable County Health Laboratory (M-MA009) ss1ct3u Report Prepared For:- Report Dated: 6/15/2012 Al Surprenaut i Cape Cod oyster Co. Order No.: G1267940 262 Bridge St. Osterville, MA 02655 Laboratory ID#: 1267940-01 Description: f--Gray Water` `l Sample#: Sample Location: > 12 Enterprise Rd. Hyannis, MA Collected: 06/04/2012 ' Received: 06/04/2012 Collected by: A. S. j Routine ITEM RESULT UNITS RL MCL METHOD# TESTED mg/L 0.10 10 EPA 300.0 6%5/2012 Nitrate as Nitrogen 0.53 -. Copper 0.055 mg/L 0,003 1.3 SM 3111 B 6/12/2012 Iron 14 mg/L 0.010 0.3' SM 3111E 6/12/2012 pH 7.7 PH AT 25C NA -6.5-8.5 SM 4500-H-13 6/5/2012 Sodium 74" mg/L 1.0 20 SM 3111E 6/12/2012 Total Coliform 102 /100ml- 0 0 EPA 1604 6/4/2012 Conductance 580 umohs/cm 2.0 EPA 120.1 6/5/2012 Present for E.coli Attached please find the laboratory certified,parameter list. Approved By: . (Lab Director) ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 r i Page: 1 of 1 CERTIFICATE OF ANALYSIS ° 4 Barnstable County Health Laboratory (M-MA009) Report Prepared For: Report Dated: 6/15/2012 Al Surprenaut Cape Cod Oyster Co. Order No.: G1267940 262 Bridge St. Osterville, MA 02655 Laboratory ID#: 1267940-01 Description: Gray Water Sample M Sample Location: 12 Enterprise Rd. Hyannis, MA Collected: 06/04/2012 Collected by: A. S. Received: 06/04/2012 Routine ITEM RESULT UNITS RL MCL METHOD# TESTED. Nitrate as Nitrogen 0.53 mg/L 0.10 10 EPA 300.0 6/5/2012 Copper 0.055 mg/L 0.003 1.3 SM 3111E 6/12/2012 Iron 14 mg/L 0.010 0.3 SM 3111E 6/12/2012 pH 7.7 PH AT 25C NA 6.5-8.5 SM 4500-H-B 6/5/2012 Sodium 74 mg/L 1.0 20 SM 3111E 6/12/2012 Total Coliform 102 r100mL 0 0 EPA 1604 6/4/2012 Conductance 580 umohs/cm 2.0 EPA 120.1 6/5/2012 Present for E.coli Attached please find the laboratory certified parameter list. Approved By: (Lab Director) a ND=None Detected RL Reporting Limit MCL=Maximum Contaminant Level Superior Court House,'PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 Page: CERTIFICATE OF ANALYSIS 1 of 1 Barnstable County Health Laboratory (M-MA009) Report Prepared For: Report Dated: 7/6/2012 Al Surprenaut Cape Cod Oyster Co. Order No.: G12688,15 262 Bridge St. Osterville, MA 02655 Laboratory ID#: 1268815-01 Description: Gray Water Sample#: Sample Location: 12 Enterprise Rd. Hyannis, MA Collected: 06/28/2012 Collected by: A. S. Received: 06/28/2012 Test Parameters ITEM RESULT UNITS RL MCL METHOD# TESTED j Fecal Coliform 9 CFU/100 mL 100 MF-SM9222D 6/28/2012 Total Coliform Ll,40000,006 CFU/100mL 10,000 EPA 1604 6/28/2012 Tested present for E.coli. Attached lease find the laboratory certified parameter list. Approved By: P ry (Lab Director) f� o 11 a 'R.9 BYE ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 F»A� CERTIFICATE OF ANALYSIS Page: 1 of 1 Barnstable County Health Laboratory (M-MA009) �cKu Report Prepared For: Report Dated: 6/15/2012 Al Surprenaut Cape Cod Oyster Co. r Order No.: G1267940 262 Bridge St. Osterville, MA 02655 Laboratory ID#: 1267940-01 Description: { Gray Water Sample#: Sample Location: 12 Enterprise Rd. Hyannis, MA a Collected: 06/04/2012 Collected by: A. S. Received: 06/04/2012 Routine ITEM RESULT UNITS RL MCL METHOD# TESTED Nitrate as Nitrogen 0.53 mg/L 0.10 10 EPA 300.0 6%5/2012 Copper 0.055 mg/L 0.003 1.3 SM 31116 6/12/2012 Iron 14 mg/L 0.010 0.3 SM 3111B 6/12/2012 pH 7.7 PH AT 25C NA 6.5-8.5 SM 4500-H-B 6/5/2012 Sodium 74 mg/L 1.0 20 SM 3111 B 6/12/2012 i Total Coliform 102 /100mi- 0 0 EPA 1604 6/4/2012 Conductance 580 umohs/cm 2.0 EPA 120.1 • 6/5/2012 Present for E.coli _ ----------- ----- ------ - . --------- roved By: Attached please find the laboratory certified parameter list. Approved (Lab Director) v ND None Detected RL Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 1 CERTIFICATE OF ANALYSIS Page: 1 of 1 M Barnstable County Health Laboratory (M-MA009) Report Prepared For: Report Dated: 6/15/2012 Al Surprenaut Cape Cod Oyster Co. Order No.: G1267940 262 Bridge St. Osterville, MA 02655 Laboratory ID#: 1267940-01 Description: Gray Water Sample#: Sample Location: 12 Enterprise Rd. Hyannis, MA Collected: 06/04/2012 Collected by: A. S. Received: 06/04/2012 I Routine ITEM RESULT UNITS RL MCL METHOD# TESTED Nitrate as Nitrogen 0.53 mg/L 0.10 10 EPA 300.0 6/5/2012 Copper 0.055 mg/L 0.003 1.3 SM 3111 B 6/12/2012 Iron 14 mg/L 0.010 0.3 SM 3111E 6/12/2012 pH 7.7 PH AT 25C NA 6.5-8.5 SM 4500-H-B 6/5/2012 Sodium 74 mg/L 1.0 20 SM 3111B 6/12/2012 Total Coliform 102 /100ml- 0 0 EPA 1604 6/4/2012 Conductance 580 umohs/cm 2.0 EPA 120.1 6/5/2012 Present forE.coli Attached please find the laboratory certified parameter list. Approved By: (Lab Director) 27/ ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL PROTECTION Certified Parameter List as of;01 Dec 2009 M-MA009 BARNSTABLE COUNTY HEALTH 8,ENV DEPT. BARNSTABLE,MA Analytes Methods for NON-Potable Water Methods for Potable Water ALUMINUM EPA 200.8 ANTIMONY EPA 200.8 EPA 200.8 ARSENIC EPA 200.8 EPA 200.8 BARIUM EPA 200.8 BERYLLIUM EPA 200.8 EPA 200.8 CADMIUM EPA 200.8 EPA 200.8 CHROMIUM EPA 200.8 EPA 200-8 COBALT EPA 200.8 . f. COPPER EPA 200.8;SM 311113 EPA 200.8;SM 3111 B IRON SM 3111B LEAD EPA 200.8 EPA 200.8 MANGANESE EPA 200.8;SM 3111 B MERCURY =`'A 200.8 NICKEL EPA 200.8;SM 3111B EPA 200.8;SM 3111B SELENIUM EPA 200.8 EPA 200.8 - SILVER EPA 200.8 EPA 200.8. THALLIUM ' EPA 200.8 EPA 200.8 VANADIUM EPA 200.8,. ' ZINC EPA�' a$;`$M 3111 B; PH S110 4500-H-B SM 4500-H-B SPECIFIC CONDUCTIVITY EPA 120.1;SM 2510B HARDNESS(CAC03),TOTA.). SM 2340B CALCIUM SM 31-118 SM 3111B MAGNESIUM SM 3111B SODIUM SM 3111B SM 3111E POTASSIUM SM 3111E ALKANILITY,TOAL SM 23206 SM 23206 '' CHLORIDE EPA 300.0 "' FLUORIDE EPA 300.0 ° => SULFATE EPA 300.0 EPA 300.0 NITRATE-N EPA 300.0 EPA 300.0 -- -lei 3. NITRITE-N ' . EPA 300.(Y. � € TURSiuiTY EPA 180.1 TOTAL DISSOLVED SOLIDS SM 2540C SM 2540C NON-FILTERABLE RESIDUE(TSS) SM 2540D TOTAL ORGANIC CARBON. . SM 53106 CHEMICAL OXYGEN DEMAND HACH METHOD 8000 BIOCHEMICAL OXYGEN DEMAND SM 5210B TRIHALOMETHANES EPA 524.2 VOLATILE HALOCARBONS EPA 624 VOLATILE AROMATICS EPA 624" VOLATILE ORGANIC COMPOUNDS EPA 524.2 1,2-DIBROMOETHANE EPA 504.1 1,2-DIBROMO-3-CHLOROPROPANE EPA 504.1 PERCHLORATE EPA 314.0 HETEROTROPHIC PLATE COUNT SM 9215E TOTAL COLIFORM MF-SM 9222E TOTAL COLIFORM EPA 1604 TOTAL COLIFORM ENZ.SUB.SM 9223 FECAL COLIFORM MF-SM 9222D MF-SM 9222D E.COLI EPA 1603 EPA 1604 E.COLI EPA 1103.1 NA-MUG-SM9222G E.COLI MF-SM 9213D ENZ.SUB.SM 9223 ENTEROCOCC,I EPA 1600 EPA 1600 Effective Date:01 July 2010_Expiration Date:30 Jun 2012 07�—o� v c� � No. t l � tnd�(T►Q� - � f0 —Y3� Fee UU_ THE CO ETTS Entered in computer: UBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2ppfitation for 33isposal 6pstem Construction Hermit Ap i tion for a Permit to Construct( ) Repair( ) Upgrade�bandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address;and Tel.No. 5556 is '7 Assessor's Map/Parcel In taller's e,Address, d s ame g T I.No. .� � - Designer's Address,and Tel.No �C�+nS +' y/�U'� -1✓�C- �/ .,Xf, Tars Type of Buildin . - Dwelling No.of Bedrooms Lot Size 9` Acr.--g sq.ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) li S-530 gpd Design flow provided gpd Plan Date 3 v>t"3 Number of sheets f Revision Date. Size of Septic Tank% P— Tnkf ype of S.A.S. Description of Soil y�' .P .v 3;? Nature of Repairs or Alterations(Answer when applicable) x CM." .n 0 a , C t ) i1 rN� Date last inspected: ' .��,,� �atc•�I%J r .�.p jB�,..h,1oTlj ..(D� Agreement: ,, t C. p M k lrJ The undersigned agrees to ensure the construction and maintenanc of the a�described on- ite s wage disposal system in accordance with the provisions of Title 5 of the Environm a ode and n to place the system in operation until a Certificate of Compliance has been issued by this Board of Healt . - Sig=—d ... Date l �� I� l Application Approved by Date 3 / Application Disapproved by Date for the following reasons Permit No. 2.d Il Date Issued ------------------------------ C THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS z o i o - y.3� I "��' ' Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded Abandoned( )by 4 �� ��e =lam` at c2&2 has been constructed in accordance " with the provisions o itle 5 and the for Disposal System Construction Permit No. �% dated /% Installer ✓'/,D� OLA C��i�.,.t% Designer )l�Q�i /t . /n /1S #bedrooms Approved design flow gpd The issuance of this permit shall yot be co strued as a guarantee that the system wil ctt d s i Date J/ � �� Inspector ` ---------------------------------------- ----------- ----- - ------ -- ---- - No. ;: F Fee sf r`•✓ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS �Is�losaY �pstetn �onstCUttlon �ertnit • Permission is hereby granted to Construct( ) Repair( ) Upgrade s Abandon( ) System located at and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with' Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit.— / Date �. t 'j i Approved by �lV. ^ r �' -- _� , THE FOLLOWING IS/ARE7HE BEST IMAGES FROM POOR QUALITY ORIGINALS) I m DATA , I - ' I - -n f�?rl-1 Yon O/KNo. C Fee kr, THE COMMONWEALTH OF MASSACHUSETTS Entered in computer. PUBLIC HEALTH DIVISION - TOWN RNSTABLE, MASSACHUSETTS Y 01pplication for Mioogat *p!gtem Conf�truction permit Application for a Permit to Construct( Repair( ) Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components Location Address or Lot No. / J/ Owner' mr,A dyes and if Te NAN Assessor's Map/Parcel s7)"o - (23 Installer's�N,tarnC AA dress, tfgj.No. 5��"�/co� Designer's Nam)e�'AJdddrdss ndIT/fl.No.Cr pf^ /�o/►�, T 's ✓ Type of Building: Dwelling No.of Bedrooms _ Lot Size qr sq. ft. Garbage Grinder (� Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) RO gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmenta Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Hea h. Sign Date Application Approved by Date Application Disapproved by: Date — Date Issued :� \J � - ----- --_ ____ _ _ ___ _-_-__ __ -_ f - ZONWEALTH OF MASSACHUSETTS l �3TABLE; MASSACHUSETTS .rtificate of Compliance r J/�✓r `!�( r+ ge Disposal System Constructed ( ) Repaired ( ) Upgraded ( ) has been constructed 1 acc dance 1_ System Construction Permit No. ted i Designer Approved design flow yic gpd k -as a guarantee that the system ill u to s s ned. Inspector ----------jj------ Fee s` WEALTH OF MASSACHUSETTS ^ [ON -. BARNSTABLE, MASSACHUSETTS Stem Con.5trUction permit Repair ( ) Upgrade (� ) Abandon ( - ) tosal System Construction Permit.The applicant recognizes his/her duty C; v w , 1 H visions or special conditions. t r� ^ r v. three years of the date of this-permit. . Approved by j, Fees/O r THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Ye PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Z(ppYication for Mioogal 6pgtern Conaruction 30ermit Application for a Permit to Construct( )Repair Upgrade( )Abandon complete System ❑Individual Components Location Address or Lot No.2 1,1 3 Rr DGt= 51-ri CT Owner's Name,Address and Tel.No. 0.STE2✓I L.t.E �Ast 2LZ gi2�DGIr 5y*2e:'L'T lZ�=/JLTYP2tiS7 Assessor's Map/Parcel 2fy 2- (a P2 i O6-C S t• N 93 IP 21 -0o I 0.SfefzV1LLE sr Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.,So,-—1Y2-is'3 3 4 a1 $&j_Z IkWA-, LN!rIIt-aE121rvy I/YG '7 plprK6 R IZO14 o CGS'7`E2I/iLL� /�S'S Type of Building: Dwelling No.of Bedrooms Lot Size q•2 /61G tq-€. Garbage Grinder(!rr . Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 5 gallons per day. Calculated daily flow V 5a gallons. Plan Date ZOE•3. 2yo 3 Number of sheets - 1 Revision Date Title Si E 13LF1N 81,a 82 5,61) -5 'rIC .t.ift:rp0--b- 0 v Size of"Septic Tank Type of S.A.S. i 2'X I o ` d—EF7GJu/I'f /�r>'BER Description of Soil 0-q at t 0Y1R. 3 z ED SAA/7D ' 9- it, I GYR .3 /Y76D ..5,4,o �7. SYR z,S iY1ED FU -_ -54ivD ' 2'�It1 -7, 5-Ya 4 6D FI/YE5 D' 1 =.53`.° 2�5"Y G eo M v SA/IiD 5 3 �'f 2 `/2 G�G Co�rsE s/1id0 ; Gy 12o h 2.3 YTL G/L 1JjA 1.Fr*c sWivJD- Nature of Repairs or Alterations(Answer when applicable) (74 I L-C 0 S *Y 5-1eA-7 Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Board of Health. Signed Date Application Approved by Date Application Disapproved for the following reas s E�;� Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS RNSTABLE, MASSACHUSETTS ertificate of Compliance k-site Sewage Disposal System Constructed( )Repaired (X )UpgradedOF ( ) Q� t)/JL t 6 ha constructed in accordance )sal System Construction Permit No dated Designer S4_146; ✓ArL ARA' /I 14"Q9 J ;trued as a guarantee that the system will function as designed. Inspector Fee DMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Digpogai *pg m,Congtruction Vermit Permission is hereby granted to Construct( )Repair(X)Upgrade( )Abandon( ) System located at and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date: Approved by NORFOLK ]RAM GROUP ENGINEERING THE ENVIRONMENT September 28, 2007 Via U.S. Mail Mr. John Klimm, Town Manager Town Offices 367 Main Street Hyannis, Massachusetts 02601 Re: Release Abatement Measure (RAM) Completion Statement and Documentation Supporting a Class A-2 Response Action' Outcome (RAO) Statement Residential Property 262 Bridge Street Osterville, Massachusetts 02655 DEP RTN 4-17488 Norfolk Ref. No. 764.1.1 Dear Mr. Klimm: . On behalf of Albert Surprenant, this letter serves to notify you, as chief municipal officer for the Town of Barnstable, of the completion and availability of the report titled Release Abatement Measure(RAM) Completion Statement and Documentation Supporting a Class A-2 Response Action Outcome.(RAO) Statement for the residential property located at 262 Bridge Street in Osterville. The report is available at the Massachusetts Department of Environmental Protection (DEP) Southeast Regional Office in Lakeville, for public review. This notification is being forwarded to you to comply with the Public Involvement requirements of the Massachusetts Contingency Plan 310 CMR 40.1403. If you have any questions regarding this matter, please contact Richard Learned or. Joseph. Salvetti at (508) 747-7900, extensions 151 and 127, respectively. Very truly yours, Norfolk Ram Group, LLC. Richard B. Learned J se vetti, LSP Project Manager e i s ociate N:\Projects\764 Surprenant-Osterville\764.1\07reps\CMO_ RA .DOC - copy Mr 'Albert Surprenant Barnstable Board of Health ' Massachusetts DEP, BWSC, Southeast Regional Office ONE ROBERTS ROAD • PLYMOUTH,MASSACHUSETTS 02360 • (508)747-7900 PHONE •(508)747-3658 FAX 25 BIRCH STREET,BLDG.B,MILFORD,MASSACHUSETTS 01757 •(508)478-1276 PHONE •(508)478-1498 FAx W W W.NORFOLKRAM.COM SULLIVAN ENGINEERING INC. ( -. 7 PARKER ROAD/P O BOX 659 OSTERVILLE, AM 02655 Peter Sullivan P.E.Mass Registration No. 29733 peter@sullivanengin.com phone 508-428-3344 fax 508-428-3115 June 1,2007 Town of Barnstable Board of Health -t9-�'�� 200 Main Street Hyannis,MA 02601 RE:, Cape Cod Oyster, Osterville Dredge Spoil Placement Dear Board Members, In accordance with Condition 15.4 of the 401 Water Quality Certification for Mr. Surprenant of Cape Cod Oyster, Inc. in Osterville,please be advised that it is his intent to deposit approximately 480 cubic yards of dredge_spoil his-property_at?62FBridge°Street:We have. attached the following for your inform2oL • Project Narrative, 3 pages • Project Plans, sheet 1,2&3 • Order of Conditions ,File SE3-4400 • Army Permit • 401 Water Quality Certification • Groundwater Analytical laboratory results, 30 pages I trust this meets your present needs. If you have any questions,or require additional information,please do not hesitate to call our office. Thank you. y!`� Ve duly yours, -- `Peter Sullivan PE Sullivan Engineering Inc. .} W I Cc: Ken Chin,DEP Boston without attachments Thomas McKean,Director,Town of Barnstable Board of Health with attachments Dale Saad, Board of Health with attachments, lRa- COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617-292-5500 DEVAL L.PATRICK Governor IAN A.BOWLES Secretary TIMOTHY P.MURRAY ARLEEN O'DONNELL Lieutenant Governor Commissioner May 11, 2007 Al Surprenant 262 Bridge Street Barnstable, MA 02655 Re: 401 WATER QUALITY CERTIFICATION BRP WW 08-Minor project dredging At: North Bay, BARNSTABLE Transmittal Ns: W075302 Wetlands File Ns: SE ACoE Application Ns: NAE- Dear Mr. Surprenant: The Department has reviewed your application for Water Quality Certification (WQC), as referenced above. In accordance with the provisions of Section 401 of the Federal Clean Water Act as amended (33 U.S.C. §1251 et M.), MGL c.21, §§26-53, and 314 CMR 9.00, it has been determined there is reasonable assurance the project or activity will be conducted in a manner which will not violate applicable water quality standards (314 CMR 4.00)and other applicable requirements of state law. The waters of North Bay are designated in the Massachusetts Surface Water Quality Standards as Class SA Waters. Such waters are intended "as an excellent habitat for fish, other aquatic life and wildlife and for primary and secondary contact recreation.",Anti-degradation provisions of these Standards require that"existing uses and the level of water quality necessary to protect the existing uses shall be maintained and protected." Proposed pried: The intent of this project is the conversion of Cape Cod Oyster's land based upweller system to a floating upweller system commonly referred to as FLUPSY. The FLUPSY is used to culture small shellfish seed to the point where they are large enough to plant in their This information-is available in alternate format.Call Donald M.Gomes,ADA Coordinator at 617-556-1057.TDD Service-1-800-298-2207. MassDEP on the World Wide Web: httpJhwvw.mass.gov/dep Z,o Printed on Recycled Paper 401 Water Quality Certification,North Bay,Barnstable Transmittal Ns: W075302 Page 2 of 5 natural habitat. The dimension of the FLUPSY is approximately 14 ft by 32 ft. Two.FLUPSYs located in series is proposed under this project. Approximately 480 cubic yards of sediment will need to be removed to allow for adequate water circulation and access of the FLUPSY. Dredging will be done mechanically by a crane mounted on a barge and the dredged material will be barged to a cove located on the other side of the property where it will be offloaded for. beneficial reuse as fill material for shoreline placement. Sediment Dewatering: The sediment will be dewatered via percolation and evaporation. Sediment sampling data: Two sediment samples were collected and submitted for analysis of grain-size distribution. The results of the analyses indicate that the sediment is comprised primarily of silty sand with 21.9 % and 67.2% passing the No. 200 sieve. Chemical testing of sediment was conducted in accordance with the parameters specified in Table 1 of the-COMM- 94-007 Policy. Only trace level of Arsenic and Mercury was detected in the sampling results. Beneficial Reuse of sediments: The dredged material will be reused on site as indicated in the Dredge Spoil Dewatering Plan, 2 sheets of the 401 WQC Application as grading/filling material above the MHW level. The Department received no comments during the 21-day public comment period for this application, which began March 31, 2006. Therefore,based on information currently in the record,the Department grants a_401_. Water Quality Certification for this project subject to the following conditions to maintain water quality, to minimize impact on waters and wetlands, and to ensure compliance with appropriate state law: 1. The Contractor shall take all steps necessary to assure that the proposed activities will be conducted in a manner that will avoid violations of the anti-degradation provisions of Massachusetts Surface Water Quality Standards that protect all waters, including wetlands. 2. Prior to the start of work,.the Department shall be notified of any change(s) in the proposed project or plans that may affect waters or wetlands'. The Department will determine whether the change(s) require a revision to this Certification. 3. Work in waters and wetlands shall conform substantially to plans submitted in application to this Department: 3 sheets, prepared by Sullivan Engineering Inc. signed and stamped by Peter Sullivan. The Department shall be notified if there are modifications and or deletions of work as specified in the plans. Depending on the nature of the scope change, approval by the Department may be required. 4. The Department shall be notified, attention Ken Chin 617-292-5893, one week prior to the start of in-water work so that Department staff may inspect the work for compliance with the . terms and conditions of this Certification. 5. The Certification remains in effect for the same duration of the federal permit that required it. 6. Dredging in accord with this Certification may begin following the 21-day appeal period and once all other permits have been received. r 401 Water Quality Certification, North Bay,Bamstable .Transmittal Ns: W075302 Page 3 of 5 7. In order to protect spawning of anadromous fisheries, spawning of winter flounder and larval development, no dredging shall occur between January 15t'and July 3e of any year. 8. Disposal of any volume of dredged material at any location in tidal waters is subject to approval by this Department and the Massachusetts Coastal Zone Management office. 9. To minimize turbidity, dredging shall be carried out using a closed, environmental bucket and silt curtain shall be employed during the dredging operation. 10. No future maintenance dredging is authorized by this Certification. 11.There shall be no grounding of the dredging barge during low tides. 12. Under no circumstances shall the FLUPSY be dragged across the intertidal flats or the salt marsh. 13. Under no circumstances shall the FLUPSY be stored in the salt marsh during off-season. 14. Best management practice (BMP)shall be used when transferring dredged material from the barge to the reuse location: 15.Within 21 days of the effective date of this Certification,the applicant shall submit to the Department the following information regarding placement of dredged material on site: 1. a United States Geological Survey Topographic Map showing the location of the property; 2. A copy of the landscape plan approved by the Barnstable Conservation Commission; 3. a.statement of certification signed by the applicant and the owner of the property in which the dredged material is proposed for reuse that the reuse material complies with the provisions of 314 CMR 9.07(9)and 314 CMR 9.07, promulgated on December 29, 2006; and 4. documentation that the Board of Health of the comminunity(ies)within which the property(ies)are located the the dredged material is proposed for placement has been notified in writing of the proposal. 16.Within 30 days of completion, the applicant shall submit a plan and photographs depicting the final condition of the reuse area clearly identifying the placement of dredged material location. The applicant shall notify the Department for approval if the reuse area is to be altered or if the dredged material is to be removed or relocated in the future. This certification does not relieve the applicant of the obligation to comply with other applicable state or federal statutes or regulations. Any changes made to the project as described in the previously submitted Notice of Intent, 401 Water Quality Certification application, or supplemental documents will require further notification to the Department. Certain persons shall have a right to request an adjudicatory hearing concerning certifications by the Department when an application is required: I 401 Water Quality Certification,North Bay,Barnstable Transmittal Ns: W075302 Page 4 of 5 a. the applicant or property owner; b. any person aggrieved by the decision who has submitted written comments during the public comment period; Q. any ten (10) persons of the Commonwealth pursuant to M.G.L. c.30A where a group member has submitted written comments during the public comment period; or d. any governmental body or private organization with a mandate to protect the environment, which has submitted written comments during the public comment period. Any person aggrieved, any ten (10) persons of the Commonwealth, or a governmental body or private organization with a mandate to protect the environment may appeal without having submitted written comments during the public comment period.only when the claim is based on new substantive issues arising from material changes to the scope or impact of the activity and not apparent at the time of public notice. To request an adjudicatory hearing pursuant to M.G.L. c.30A, § 10, a Notice of Claim must be made in writing, provided that the request is made by certified mail or hand delivery to the Department,with the appropriate filing fee specified within 310 CMR 4.10 along with a DEP Fee Transmittal Form within twenty-one (21)days from the date of issuance of this Certificate, and addressed to: Case Administrator Department of Environmental Protection One Winter Street, 2nd Floor Boston, MA 02108. A copy of the request shall at the same time be sent by certified mail or hand delivery to the issuing office of the Wetlands and Waterways Program at: Department of Environmental Protection One Winter Street, 6"' Floor Boston, MA 02108. A Notice of Claim for Adjudicatory Hearing shall comply with the Department's Rules for Adjudicatory Proceedings, 310 CMR 1.01(6), and shall contain the following information pursuant to 314 CMR 9.10(3): a. the 401 Certification Transmittal Number and DEP Wetlands Protection Act File Number,_ b. the complete name of the applicant and address of the project; c. the complete name, address, and fax and telephone numbers of the party filing the request, and, if represented by counsel or other representative, the name,fax and telephone numbers- and address of the attorney; d. if claiming to be a party aggrieved,.the specific facts that demonstrate that the party satisfies the definition of"aggrieved person"found at 314 CMR 9.02; e. a.clear and concise statement that an adjudicatory hearing is being requested; f. a clear and concise statement of(1)the facts which are grounds for the.proceedings, (2) the objections to this Certificate,including specifically the manner in which it is alleged to be inconsistent with the Department's Water Quality Regulations, 314 CMR 9.00, and (3) the relief sought through the adjudicatory hearing, including specifically the changes desired in the final written Certification; and g, a statement that a copy of the request has been sent by certified mail or hand delivery to the applicant,the owner(if different from the applicant), the conservation commission of f 401 Water Quality Certification,North Bay,Bamstable Transmittal TL: W075302 Page 5 of 5 the city or town where the activity will occur,the Department of Environmental Management(when the certificate concerns projects in Areas of Critical Environmental Concern), the public or private water supplier where the project is located (when the certificate concerns projects in Outstanding.Resource Waters), and any other entity with responsibility for the resource where the project is located. The hearing request along with a DEP Fee Transmittal Form and a valid check or money order payable to the Commonwealth of Massachusetts in the amount of one hundred dollars($100) must be mailed to: Commonwealth of Massachusetts Department of Environmental Protection Commonwealth Master Lockbox P.O. Box 4062 Boston, MA 02211 The request will be dismissed if the filing fee is not paid, unless the appellant is exempt or granted a.waiver. The filing fee is not required if the appellant is a city or town (or municipal agency), county, or district of the Commonwealth of Massachusetts, or a municipal housing authority. The Department may waive the adjudicatory-hearing filing fee pursuant to 310 CMR 4.06(2)for a person who shows that paying the fee will create an.undue financial hardship: A person seeking a waiver must file an affidavit settingforth the facts believed to support the claim PP of undue financial hardship together with the hearing request as provided above. Failure to comply with this certification is grounds for enforcement, including civil and criminal penalties, under MGL c.21 §42, 314 CMR 9.00, MGL c. 21A§16, 310 CMR 5.00, or other possible actions/penalties as authorized by the General Laws of the Commonwealth. If you have questions on this decision, please contact Ken Chin at 617-292.5893. Sincerely, Glenn aas . Director Division of Watershed Management enclosure: Departmental Action Fee Transmittal Form cc: Karen Adams,Regulatory/Enforcement Division, U.S.Army Corps of Engineers,696 Virginia Road,Concord,MA 01742-2751 Truman Henson,CZM,251 Causeway Street,Suite 900,Boston,MA 02114 Frank Germano,DMF,838 South Rodney French Blvd.,New Bedford,MA 02744 Liz Kouherlas, David Hill,DEP SERO Barnstable Conservation Commission,367 Main Street Hyannis,MA 02601 Peter Sullivan,Sullivan Engineering,Inc.,7 Parker Road,P.0.Box 659,Osterville,MA 02655 XCIW075302 Bk 20888 Ps5 04—E14-200& a'? 03 = 17P DEPARTMENT OF THE ARMY NEW ENGLAND.DISTRICT,CORPS OF ENGINEERS 696 VIRGINIA ROAD CONCORD,MASSACHUSACHUSETTS 01742-2751 REPLY TO ATTENTION OF March 21, 2006 Regulatory Division CENAE-R-PEA Permit Number: NAE-2006-279 Albert Surprehant Cape Cod Oyster 262 Bridge Street Osterville,Massachusetts 02655 Dear Mr. Surpreiiant: We have reviewed your application to perform work below the high tide line in order to install a 4-foot by 15-foot pile supported pier, a 3-foot by 14-foot ramp, and two 14-foot by 32- foot floating upwellers supported by 6— 12-ineh diameter piles. Also,to dredge an approximately 2,250.square-foot(SF) area to a depth of 3-feet below mean low water(MLW) and a 3,750 $F area to a depth of 5-feet below NEW at the Cape Cod Oyster facility in North Bay, Osterville, Massachusetts. Approximately 480-cubic yards of sandy silt will be removed by mechanical means and disposed of at an upland location near the proposed activity. The authorized work is described on the enclosed plans entitled, "Cape Cod Oyster, 262 Bridge Street, Osterville, Mass., For Construction& Maintaining A Pier,Ramp, Flupsy&Dredging in North Bay," on four sheets and dated, "November 10; 2005." The project purpose is to install the floating upweller system to culture small shellfish seed to the point where they are large enough to plant in their natural habitat. Based oh the information you have provided,we have determined that the proposed activity will have only minimal individual or cumulative environmental impacts on waters of the United States, including Wetlands. Therefore,this work is authorized as a Category 2 activity under the attached Federal permit known as the Massachusetts Programmatic General Permit(PGP). This work must be performed in accordance with the terms and conditions of the PGP and also in. compliance with the following special conditions: 1. There shall be no dredging landward of the extreme low water line. 2. There shall be no dredging from January 15 to July 30 of any year in order to minimize adverse impact to the spawning of anadromous fish. 3. There shall be no grounding of the dredging barge during low tides. 4. The floating upweller system shall not be dragged across or stored on the adjacent salt marsh at anytime. The Corps of Engineers has consulted with the National Marine Fisheries Service (NMFS) regarding the effects of your project on Essential Fish Habitat(EFH) as designated under the Magnuson-Stevens Fishery Conservation and Management Act. The NMFS provided EFH conservation recommendations,which we included in special conditions 91 and#2 listed above. These conditions are intended to minimize adverse impacts to the intertidal area and the spawning of anadromous fish. -2- You are responsible for complying with all of the PGP's requirements. Please review the attached PGP carefully,in particular the PGP conditions beginning on Page 9,to familiarize yourself with its contents. You should ensure that whoever does the work fully understands the requirements and that a copy of the permit document is at the project site throughout the time the work is underway. Your project is located within, or may affect resources within the coastal zone. The Massachusetts Office of Coastal Zone Management(CZM)has already determined that no further Federal Consistency Review is required. This authorization expires on January 20, 2010, unless the PGP is modified, suspended or revoked. You must complete the work authorized herein by January 20, 2010. 1f you do not,you must contact this office to determine the need for further authorization before continuing the activity. We recommend you contact us before this permit expires to discuss a time extension or permit reissuance. If you change the plans or construction methods for work within our jurisdiction,please contact us immediately to discuss modification of this authorization. This office must approve any changes before you undertake them. This authorization requires you to 1. notify us before beginning work so we may inspect the project, and 2. submit a Compliance Certification Form. You must complete and return the enclosed Work Start Notification Form to this office at least two weeks before the anticipated starting date. You must complete and return the enclosed Compliance Certification Form within one month following the completion of the authorized work. This permit does not obviate the need to obtain other Federal, state, or local authorizations required by law, as listed on Page 1 of the PGP. Performing work not specifically authorized by this determination.or failing to comply with any special conditions provided above or all the terms and conditions of the PGP may subject you to the enforcement provisions of our regulations. Please contact Kevin Kotelly of my staff at(978) 318-8703 if you have any questions. Sincerely, Curtis L. Thalken /'�'olonel, Corps of Engineers Attachments District Commander -3- Copies Furnished: Ed Reiner,U.S. EPA, Region 1, 1 Congress Street, Suite 1100-Mail Code CWP, Boston, Massachusetts 02114-2023 Christopher Boelke,National Marine Fisheries Service, One Blackburn Drive, Gloucester, Massachusetts 01930-2298 Maria Tur,U.S. Fish and Wildlife Service, 70 Commercial Street, Suite 300, Concord,New Hampshire 03301-5087 Elizabeth F. Kouloheras,DEP Southeast Regional Office, Wetlands and Waterways, 20 Riverside Drive, Lakeville, Massachusetts 02347 Peter Sullivan, P.E., Sullivan Engineering, Inc., P.O. Box 659, Osterville,Massachusetts 02655 i . 1 s ttcloy . +57, !IM ill f�j L F— _ �L�;\'•aria.,���5�` �"t: il�`"9 •� ��.b'iy a� �f���i 3'` U MA _ �ii►�:i� •�� �. `] � � �' � N Tit rRIrk j SAW rr'ter`-,a� •-J!p '^- ,1 'if,��,•/�lr J �� � 0 � ���i���\`�� is R�iY/ .� i e ,, 1 Ili "� ♦' .,4 i, Directions: HyannisRoutet l t 28 toward OsteniUe;Turn left onto Osterville West Barnstable Road and Mow to the end and take a left onto Main Street;Right onto Parker Road, Right onto West Bay Road and bear Idt onto .• Street; the - • • Bridge,on the right,#262. .1 OVERALL SITE PLAN SCALE- 1 100' BAY 0 50 100 20oft NORTN EBB FL ppD V t f Q SALT WATER COVE .qx 0u' r-0 4 Y c s ERpA EXISTING EXwL NG 9y\� ,y S,o Os, \ BULKHEAD D t 4r�RF4Fo Oq EXISTINGSHELL / RO,�'QF�Fly4 DRIVEWAY F41Jps s p p/ ORF�G 4Mp v i G p a W OQCL _ coo � 000 oW - r �� �'�0 ROt�E3E5p55' ► �° FO�,��SE31i+� t5�15t0 SHEET 2 of 4 / 90 CAPE COD OYSTER 262 BRIDGE STREET OSTERVILLE , MASS. FOR CONSTRUCTION 8 MAINTAINING A PIER,RAMP,FLUPSY & DREDGING NOTES: FOR PROPERTY LINE INFORMATION SEE BOOK 9309 PAGE 256 IN NORTH BAY AT THE BARNSTABLE COUNTY REGISTRY OF DEEDS. NOVEMBER 10,2005 FOR PROPOSED PIER,RAMP,FLUPSY DREDGING SEE SE3-4400'. SULLIVAN ENGINEERING INC. SOUNDINGS BASE ON M.L.W.DATUM.. OSTERVILLE ,MASS. i • i `, 1 ' ' ' 120 16'• 10 6 ,4 DREDGETOD ELEV.-5.0 C / `rt�P -4-3 �_ / `g LAWN B I _5 2 / �} 1 DR�OGETOELEV.-3.0 PROPI _I D4,WIDE 1 PIER 9 3 FLUPSYS 20 WIDE FAIRWAY—, z14 RAMP B -5 -2 A A EXISTING STONE _;3 \� I REVETMENT _ (7 PROPOSED � ~ / z FLUPSYSC 4—D }rr � 2naI4'z32' '�-SALT MARSH Z o PLAN VIEW ti / u SCALEz I"=40' � Be TOTAL 2 FLUPSYS -64' 10' 6' 10' 2na 14'a 32' - 120'-' 4'WIDE TIMBER PIER 4"a4" H.T.1��3.5_� I0'-12"O PILES-6 3'a14' M. .W. 2.5 REO'D_(&FLUPSYS RAMP EXISTING ------ ---� '----- ----- ---- - - BOTTOM__ M.I�.W_0.0 DREDGE TO 7 1(_ 2 EXIST. 71 ELEV.-3.0 3 5' DREDGE TO STONE 0 ELEV.-5.0 REVET. �m; SECTION A-A 74'F OM M.L.W.- L.AND UN R W4 R SCALE 1 30 BEACH C �Z 0 ocn rz D-IChNn Y mam z-uc rnwrn �, z DATUM mmmorr-q—p0rm„ RELATIONSHIP jrzlmcor"G7 -1 MHW r- --V0 z f- mz-=cn m0:IA (Az0NGVD MCA �p 2 N MITI 2.5 -I 1 z 0—W 0.8 MLW c� Z PER U.S.ARMY CORPS of G)Z D 0 30 60ft.�� ENGINEERS TIDAL FLOOD PROFILE No.9,1988. D 0 20 40 soft. V v PROPOSED M.L.W. 0.0 FLU PSY EXISTING • • BOTTOM — — — EXISTING BOTTOM�y 3 3 ELEV.-3.0 II �1 I'OVERDREDGE 3 •3 L_ J 5' 5' 14' 5' 5' BOTTOM-OF SILT SECTION C-C IL JI fo �� ELEV.-5.0 SCALE: VERT. I =3 � 5 '• 5 1 OVERDREDGE HORIZ.1��= 30� /. 2"x4"HANDRAIL SECTION D-D BOTH SIDES SCALE: VERT. I 3� o 2%6"DECKING NON, HORIZ.I'�= 30' QEL6.5CC A MATERIAL 1/2 inMIN.SPACING. WATER 3"x 8"CROSS ELECTRICITY BRACING H.T.L. 3.5 M.H.W.2.5 10"=12"16 PILINGS M.L.W. 0.0 . . . SECTION B- B SCALE : I"=5' PLANT WITH BEACH GRASS 90R NATIVE SPECIES I, SILT FENCE DOUBLE STAKED 5 L y HAY BALES OF 1r `--,DREDGED::MATERIAL. EXISTING GRADE . DREDGE DEWATERING SECTION SCALE : VERT. I"= 3' HORIZ. I =3d 0 1 3 6ft- mmmq SHEET 4 of 4 0 10 30 60ft. CAPE COD OYSTER 262 BRIDGE STREET OSTERVILLE ,MASS. 0 I 5 IOft. FOR CONSTRUCTION Ik MAINTAINING A PIER,RAMP,FLUPSY 8 DREDGING IN NORTH BAY NOVEMBER 10,2005. SULLIVAN' ENGINEERING INC. OSTERV I LLE,MASS. MRNSTABLE REGISTRY OF DEEDS I , r/R rL 1/v�.�� • 'Massachusetts Department of'Environmental Protection DEP File Number: Bureau of Resource Protection -Wetlands ,990/� 40153 / }: WPA Farm 5 �- Order of Conditions P�,id�°DEP : Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 ?/7 And Chapter 237 of the Code of the Town of Barnstable A. General Information From: ng on Barnstable uter, Conservation commwalon the This issuance it for(check one)- jr to ® Order of Conditions is Y. (] Amended Order of Conditions ` To: Applicant: Property Owner (if different from applicant): r Cape Cad Oyster Bradley P.Wilson,Trustee c/o Al Surprenant Name Name 12 Enterprise Road 262 Bridge Street Mailing Address - Mailing Address Hyannis MA 02601 Osterviile MA . 02655 Cilyrrown _ State Zip Code City/Town State Zip Code 1. Project Location: 262 Bridge Street Osterville Street Address Village map 93 parcel 21-001 Assessors Map Number Parcel Number 2. Property recorded at the Registry of Deeds for.- Barnstable 9309 256 County Book Page Certificate(if regiaterad land) 3. Dates: April 15, 2005 October 11, 2005 Data Notice of intent Fled Data Public Hearing Closed Date of Issuance 4. Final Approved Plans and Other Documents (attach additional plan references as needed): Engineering Plans -revised to show reduced pier and reduced width of fairway 7/11/05. Title Data Title Date Title Date 5. Final Plans and Documents Signed and Stamped by: Peter Sullivan PE Name S. Total Fee: $2,234.00 (from Appendix B:Werand Fee Transmittal Form) .cx•rri.9,121/06 F'° 3,_. - Pap 1 of 7 M � y I .rra cw..r_..�. 01-13--240e6�� ii ta� i►a • Massachusetts Depairtment ofEnvironmental Protection Bureau of Resource Protection -Wetlands401,53 DEP Flls Number �o� �a�S3 ,p� f WPA Form 5 order of Conditions C,� Pry 00EP • Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 7/7) And Chapter 237 of the Code of the Town of Barnstable A. General Information Important:. When filling From: out forms on Barnstable the computer, conservation Commiaalon use only the tab key to This issuance if for(check one): move your cursor-do ® Order of Conditions not use the return key. Amended Order of Conditions To: Applicant: Property Owner(if different from applicant): Cape Cod Oyster Bradley P.Wilson,Trustee c%Al Surprenant Name' Name 12 Enterprise Road 262 Bridge Street Mailing Address Mailing Address Hyannis MA 02601 Ostervilie MA 02655 Cltyfrown State Zip Code Cltyfrown State Zip Code 1. Project Location. 262 Bridge Street Osterville Street Address Vlllape map 93 parcel 21-001 Assessors Map Number Parcel Number 2. Property recorded at the Registry of Deeds for: Barnstable 9309 25f3 County Book Page Certificate(if regiatsrad land) 3. Dates: April 16, 2005 October 11.2oo5 Date Notice of Intent Fled pate Public Hearing Closed Date of Issuance 4. Final Approved Plans and Other Documents (attach additional plan references as needed): Engineerin Plans-revised to show reduced pier and reduced width of fairway 7/11/05 Title Date Tftle Data Title Date 5. Final Plans and Documents Signed and Stamped by: Peter Sullivan PE Name 5. Total Fae: $21234.00 (from Appendix B.Wsbend Fee Transmittal Form) 6WPAForrn1cx•rev.azfta6 Pape 1 of 7 Massachusetts Department of Environmental Protection Bureau of Resource Protection-Wetlands DEp Rle Namur. NPAForm 5 — Order of Conditions sE3-4400 . Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP And Chapter 237 of the Code of the Town of Barnstable S. Findings Findings pursuant to the Massachusetts Wetlands Protection Act: Following the review of the above-referenced Notice of Intent and based on the information provided in this application and presented at the public hearing,this Commission finds that the areas in which work is proposed is significant to the following Interests of the Wetlands Protection Act.Check all that apply: C] Public Water Supply ® Land Containing Sheliflsh ® Prevention of Pollution �] Private Water Supply ® Fisheries (4 Protection of Wildlife Habitat Q Groundwater Supply ® Storm Damage Prevention ® Flood Control Furthermore,this Commission hereby finds the project,as proposed,is:(check one of the following boxes) Approved subject to. ® the following conditions which are necessary,in accordance with the performance standards set forth in the wetlands regulations,to protect those Interests checked above.This Commission orders that all work shall be performed in accordance with the Notice of intent referenced above,the following General Conditions,and any other special conditions attached to this Order.To the extent that the following conditions modify or differ from the plans,specifications, or other proposals submitted with the Notice of Intent,these conditions shall control. Denied because: C] the proposed work cannot be conditioned to meet the performance standards set forth in the wetland regulations to protect those interests checked above.Therefore,work on this project may not go forward unless and until a new Notice of Intent is submitted which provides measures which are adequate to protect these interests,and a final Orderof Conditions is issued. [� the information submitted by the applicant is not sufficient to describe the site,the work, or the effect of the work on the interests identified In the Wetlands Protection Act.Therefore,work on this project may not go forward unless and until a revised Notice of Intent Is submitted which provides sufficient Information and includes measures which are adequate to protect the Acts interests, and a final Order of Conditions is issued. A description of the specific information which Is laWng and why it is necessary is attached to this Order as per 310 CMA 1o.05(6)(c). General Conditions (only applicable to approved projects) 1, Failure to comply with all conditions stated herein,and with all related statutes and other regulatory measures, shall be deemed cause to revoke or modify this Order. 2. The Order does not grant any property rights or any exclusive privileges; it does not authorize any Injury to private property or Invasion of private rights. 3. This Order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal,state,or local statutes, ordinances, bylaws, or regulations. VVPAF4um5.dx•rev.8/21;05 Pepe 2 of 7 f Massachusetts Department of Environmental Protection ' Bureau of Resource.Protection-Wetlands dEp Faa Number. WPA Form 5 - Order of Conditions SEE-"W Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided byoEP And Chapter 237 of the Code of the Town of Barnstable B. Findings (cant.) 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following apply: a. the work is a maintenance dredging project as provided for in the Act; or b. the time for completion has been extended to a specified date more than three years, but less than five years,from the date of Issuance. If this Order Is intended to be valid for more than three years,the extension date and the spacial circumstances warranting the extended time period are set forth as a special condition in this Order. 5, This Order may be extended by the issuing authority for one or more periods of up to three years each upon application to the Issuing authority at least 30 days prior to the expiration date of the Order. ti. Any fill psed in connection with this project shall be clean fill.Any fill shalt contain no trash, refuse, rubbish, or debris,including but not limited to lumber,bricks, plaster, wire, lath,paper,cardboard, pipe, tires,ashes,refrigerators, motor vehicles,or parts of any of the foregoing. 7. This Order is not final until all administrative appeal periods from this Order have elapsed, or if such an appeal has been taken, until all proceedings before the Department have been completed. 8. No work shall be undertaken until the Order has become final and then has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located,within the chain of title of the affected property. In the case of recorded land,the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done. In the case of the registered land,the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is done.The recording information shall be submitted to this Conservation Commission on the form at the end of this Order, which form must be stamped by the Registry of Deeds,prior to the commencement of work. 9. A sign shall be displayed at the site not less then two square feet or size bearing the words, more than three square feet in "Massachusetts Department of Environmental Protection"for,"MA DEPI `File Number SE3.4400 10. Where the Department of Environmental Protection is requested to issue a Superseding Order,the Conservation Commission shall be a party to all agency proceedings and hearings before DEP, 11. Upon completion of the work described herein,the applicant shall submit a Request for Certificate of Compliance(WPA Form BA) to the Conservation Commission. 12. The work shall conform to the plans and special conditions referenced in this order. 13. Any change to the plans identified in Condition 412 above shall require the applicant to inquire of the Conservation Commission in writing whether the change is significant enough to require the filing of a new Notice of Intent. 14. The Agent or members of the Conservation Commission and the Department of Environmental Protection shall have the right to enter and inspect the area subject to this Order at reasonable hours to evaluate compliance with the conditions stated in this Order,and may require tha submittal of any data deemed necessary by the Conservation Commission or Department for that evaluation. aNaaMom9.ar•B a���os PG96 3 of 7 M"Bachuiiiiett8 Department of Environmental Proteotion DEP i=�e Number: Bureau of Resource Protection-Wetlands WPA Form 5 - Order of Conditions SE3-4400 Massachusetts Wetlands protection Act M.G.L. c. 131, §40 Provided by DEF And Chapter 237 of the Code of the Town of Barnstable B. Findings (cunt.) 15. This Order of Conditions shall apply to any successor in interest or successor in control of the property subject to this Order and to any contractor or other person performing work conditioned by this Order. 16. prior to the start of work,and if the project involves work adjacent to a Bordering Vegetated Wetland, the boundary of the wetland in the vicinity of the proposed work area shall be marked by wooden stakes or flagging.Once in place,the wetland boundary markers shall be maintained until a Certificate of Compliance has been issued by the Conservation Commission. 17. All sedimentation barriers shall be maintained In good repair until all disturbed areas have been fully stabilized wft vegetation or other means.At no time shall sediments be deposited in a wetland or water body. During construction,the applicant or his/her designee shall inspect the erosion controls on a daily basis and shall remove accumulated sediments as needed.The applicant shall immediately control any erosion problems that occur at the site and shall also immediately notify the Conservation Commission,which reserves the right to require additional erosion and/or damage prevention controls It may deem necessary. Sedimentation barriers shall serve as the limit of work unless another limit of work line has been approved by this Order. see attached Findings as to municipal bylaw or ordinance Furthermore, the Barnstable hereby finds (check one that applies): Conservation donor .ion ❑ that the proposed work cannot be conditioned to meet the standards set forth in a municipal ordinance or bylaw specifically; Chapter 237 of the Code of the Town of Barnstable Muniolpal ordnance or Bylaw citation Therefore,work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides measures which are adequate to meet these standards, and a final Order of Conditions is issued. ® that the following additional conditions are necessary to comply with a municipal ordinance or bylaw, specolcally: Chapter 23?of the Code of the Town of Barnstable Municipal Ordinance or 13�iaw Citation The Commission orders that all work shall be performed in accordance with the said additional conditions and with the Notice of Intent referenced above.To the extent;hat the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent, the conditions shall control. 6WFRF0rm5Aoo•rev.012 VG5 F1,ga 407 SE3r4400 Cape Cod Oyster Approved Plan=July 11,2005 Revised Site Plan by Peter Sullivan,P.E. Special Conditions of Approval L Preface Caution:Failure to comply with all Conditions of this Order of Conditions can have serious consequences. The consequence may.include issuance of a stop work order,fines,requirement to remove unpermitted structures,requirement to re-landscape to original condition,inability to obtain a certificate of compliance, and more. The General C9g&U9m of this Order begin on page 2 and continue on pages 3 and 4. The Spedal Conditions are contained on pages 4.1,4.2 and 4.3 If necessary.AM conditions require your compliance. II. prior to the start of work.,the following conditions shall be satisfied: I. Within one mouth of receipt of this Order of Conditions and prior to the commencement of any work approved herein,General Condition number 8(recording requirement)on page 3 shall be complied with. 2. It is the responsibility of the applicant,the owner and/or successors)and the project contractors to ensure that aU conditions of this Order are complied with. The applicant shall provide copies of the Order of Conditions and approved plans(and any approved revisions thereof)to project contractors prior to the start of work. Barnstable Conservation Commission Forms A and B shall be co meted and returned to Commitcion nrinr 3_ General Condition 9 on page 3(sign requirement)shall be complied with. 4. The Conservation Conanission shall receive written notice I week i advacofhe art of wrk.z o 5. The Natural Resources Dept shall be notified at least 21 worldng days prior to the start of work at the sits. to inspect the areas for shellfish. If deemed necessary by the Shellfish Constable,shellfish shall be removed From the work area to a suitable site and/or replanted at the locus following construction. The foregoing measures for shellfish protection shall ensue at the expense of the applicant. 6. The applicant shall obtain a building permit for the proposed pier from the Town Building Comm i's'sioner. 7. No work shall be undertaken until the final landscaping plan for the disposal site has been approved by the Conservation Agent, Page 41 ID. The following additional comAtIons shall govern the project once work(begins: S. General conditions No. 12 and No. 13(changes in plan)on page 3 shall be complied with. 9. General candition No. 17(maintaining sediment controls)on page 4 shall be complied with.Sediment controls shall be provided around the"dewatetxng and spreading"area as shown on the plan.Advance consultation with the conservation agent required. 10. The Conservation Commission,its employees,and its agents shall have a right of entry to inspect for compliance with the provisions of this Order of Conditions. 11. This permit is valid for 3 years from the date of issuance, unless extended by the Commission at the request of the applicant.Caution: a future Amended Order does not change the expiration date. 12. The Axkal approved landscaping plan shall be promtly implemented following the spreading of the dredge spoil. 13, All areas disturbed during construction shall be,revegetated immediately following completion of work at the site. No areas shall be left unvegetated for more than 30 days. Mulching shall not serve as,a substitute for the requirement to revegetate.disturbed areas at the conclusion of work. 14. There shall be no disturbance of the salt marsh. 15. CCA-treated pil.ixng and structural timber(greater than 3 inches thick)are allowed.Otherwise,no CCA- trzatcd cr creosote-treated materials shall be used. 16. Deck plank spacing shall be at least%of an inch. 17. A post-dredging bathynnetric survey shall be performed by the project engineer within 3 months of the completion of the dredging,and results promptly submitted to the Conservation Commission for compliance review purposes. i B. Work shall occur during the off-season only: October 15 through May 1. 19. Dredging shall occur only November through February. 20. Dredge spoils shall be appropriately dewatered and deposited in conformance with DEP Water Pollution Controlprotocol. Spoils shall not be deposited within Conservatior,Commission jurisdiction without prior board authorization. The applicant shall consult it)advance with the Conservation Dept.regarding the method of dewatering. Page 4.2 21. The seasonal storage of goats.shall be at a suitable upland site. Floats shall not be stored on banks,marshes or dunes. 22. Permanent piling shall be driven into place. Some initial pilot hole jetting is allowed. The following special conditions in italics shaU govern activity at the approved pier. 'These conditions shall continue over time. Note: For purposes of this Order of Conditions,the term"pier"shall refer not only to the linear pile-supported structure,but also to any of its components or appendages such as the float(s),en,tee,ramp,outhaul piling,etc. 23_ All boats docked on the proposed pier shall be owned by Cape Cod Oyster Company,Inc, or its successors and assigns. 24. No activity shall occur at the proposed pier during nightt&ne hours(one Hour after sunser to one hour before sunrise). 25. All maintenance activities of the floating upweller system shall occur during daytime business hours and shall be conducted, to the greatest extent feasible,from the land adjacent to the pier. 26. In the event Cape Cod Oyster Company or its successors should cease operations within the subject property,the property owner or its successors in title shall file a modification of this Order or Conditions with notice to abutters within 120 days fallowing cessation of operations andlor transfer of title to the property. 28, The applicant may dock up to three boats at the proposed pier at any time, including overnight dockage of boats of the following general description: a. 24 foot Carolina skiff b. 21 foot Carolina skiff c. 14 foot Caroline skiff 29, Atiy desired pier lighting shall receive prior approval of the Conservation Cornatimiom 30. bead piling caps shall not be used. 31. Work shall ensue laid-tide rising to mid-tide falling or as otherwise necessary to provide a minimum 12" clearance for The wotk barge above the substrate. Page 4.3 After all work is completed,the following condition AmB be promptly met: 32, At the completion of work,or by the exPiration of this Order,the applicant shall request in writing a Certificate of Compliance for the worts herein permitted, Barnstable Conservation COutrnission Form C §bAllbe coaynleted and returned with the request fora Certificate of Co MliancP Where a project has been completed in accordance with plans stamped by a registered professional engineer,architect,landscape architect or land surveyor,a written statement by such a professional person certifying substantial compliance with the plans and setting forth what deviation,if any,exists with the record plans approved in the order shall accompany the request for a Certificate of Compliance Page 4.4 a Massachu>sem Department of Environmental Protection Bureau of Resource Protection •Wefnds °EP Flo Number WPA Form 5 - order of Conditions sE3-a400 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 ProvkM by OFP And Chapter 237 of the Code of the Town of Barnstable B. Findings (cunt.) Additional conditions relating to municipal ordinance or bylaw: This Order is valid for three years, unless otherwise specified as a special condition pursuant to General Conditions#4,from the date of issuance. Data This Order must be signed by a majority of the Conservation Commission.The Order must be mailed by oerYrfied mail(return receipt requested)or hand delivered to the applicant.A copy also must be mailed or hand delivered at the Urne time to the appropriate Department of Environmental Protection Regional off! and arty owner(if different from applicant). Sig lures: On l O� Of Day Month and Year �. before me personally appeared to me known to be the person described in and who executed the foregoing instrument and acknowledged that he/she executed the same as his/her tree act and dead. Notary PUNLI MY Comrni9aion Expkes This Order is issued to the applicant as of s: by hand delivery on Date e ❑ by.cortified mail,return receipt requested,can Print Name Signature Date — BWPA°o•m5,coo•mv.9l21105 Pape 5 017 n. A ' Massachusetts Department of Environmental Protedlon Bureau of Resource Protection -Wetlands °EP no Number �. `'611�i�A dorm 5 Order of Conditions SE3- 4400 Massachusetts.Wetlands protection Act M.G.L. c. 131, §40 Prowdeaey DEP And Chapter 237 of the Code of the Town of Barnstable C. Appeals The applicant,the owner,any person aggrieved by this Order, any owner of land abutting the land subject to this Order,or any ten residents of the city or town in which such land is located,are hereby notified of their right to request the appropriate DEP Regional Office to issue a Superseding Order of Conditions. The request must be made by certified mail or hand delivery to the Department,with the appropriate filing fee and a completed Appendix E: Request of Departmental Action Fee Transmittal Farm,as provided In 310 CMR 10.03(7)within ten business days from the date of Issuance of this Order,A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant, if he/she is not the appellant. The request shall state clearly and concisely the objections to the Order which is being appealed and how, the Order does not contribute to the protection of the interests identified in the Massachusetts Wetlands Protection Act, (M.G.L. c. 131,§40) and is inconsistent with the wetlands regulations (310 CMR 10.00). To the extent that the Order is based on a municipal ordinance or bylaw, and not on the Massachusetts Wetlands Protection Act or regulations,the Department has no appellate jurisdiction. D. Recording Information This Order of Conditions must be recorded in the Registry of Deads or the Land Court for the district in which the lard Is located,within the chaln of tMe of the affected property. In the case of recorded land,the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land subject to the Order. In the case of registered land,this Order shall also be noted on the Land Court Certificate of Title of the owner of the land subject to the Order of Conditions.The recording information on Page 7 of Form 5 shall be submitted to the Conservation Commission listed below. Barnstable conservation commission I BWPAZ-OwS.doc rev 9,21105 Page S o4 7 �. s •t Massachusetts Department of Environmental Protection DEP Flle Number Bureau of Resource Protection.•Wetlands $ } WPA Form 5 - order of Conditions P� 400 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 ER And Chapter 237 of the Code of the Town of Barnstable D. Recording Information (cost,) Detach on dotted line,have stamped by the Registry of Deeds and submit to the Conservation Commission. To: Barnstable Conservation Cornmisalon Please be advised that the Order of Conditions for the Project at: 262 Bridge Street, Osterville SE3-4400 Project Location _..�.,.,__,_,,, DEP File Number Has been recorded at the Registry of Deeds of: Barnstable County Sook Page for: Bradley P.Wilson,Trustee Property Owner and has been noted in the chain of title of the affected property in: Book Page In accordance with the Order of Conditions issued on: i tnrtary i n 700A Date If recorded land,the instrument number identifying this transaction is: 1 gg33 Elk ?� 31gG 1WS 1 s I;, Instrument Number Cx If registered land,the document number identifying this transaction is: Document Number ,^ Signature of Applicant ewll-crmS clot rev.V.1/OS Page 7 of 7 J GROUNDWATER Groundwater Analytical,Inc. P.O.Box 1200 ANALYTICAL Buzzards Main Street Buzzards Bay,MA 02532 Telephone(508)759-4441 FAX(508)759-4475 January 27, 2006 www.groundwateranalytical.com Mr. John O'Dea Sullivan Engineering 7 Parker Road P.O. Box 659 Osterville, MA 02655 LABORATORY REPORT Project: Cape Cod Oyster/97015 Lab I D: 90830 Received: 01-13-06 Dear John: Enclosed are the analytical results for the above referenced project. The project was processed for Standard turnaround. This letter authorizes the release of the analytical results, and should be considered a part of this report. This report contains a sample receipt report detailing the samples received, a project narrative indicating project changes and non-contormances, a quality control report, and a statement of our state certifications. The analytical results contained in this report meet all applicable NELAC standards, except as may be specifically noted, or described in the project narrative. This report may only be used or reproduced in its entirety. 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. Should you have any questions concerning this report, please do not hesitate to contact me. Sincerely, f Eric H.J nsVaager Operati ns EHJ/sm Enclosures Page 1 of 30 T 7 GROUNDWATER ANALYTICAL Sample Receipt Report Project: Cape Cod Oyster/97015 Delivery: Hand Temperature: 9.9'C Client: Sullivan Engineering Airbill: n/a Chain of Custody: Present Lab ID: 90830 Lab Receipt: 01-13-06 Custody Seal(s): nia laba�4 3M1Fveld 1D tNatnxa'r: [ M 4 odti. Sarpp e lti L_7- .. ..... n. .e. _. ,. 90830-1 A Soil 1113/06 13:00 EPA 6010E Cd Cr Cu As Pb Ni Zn Total EPA 7471A Hg EPA 8082 PCBs MA DEP EPH with PAHs Grain Size-Sieve and Hydrometer Soluable Salts EPA 9060 Mod Total Organic Carbon SM 2540 G Total Solids SM 2540 G Total Volatile Solids Con ID Container Vendor QC Lot Presery QC Lot Prep Ship C690866 250 ml Glass Proline BX16959 None n/a n/a 06 28A5 C464178 250 mL Glass Greenwood BX11475 None n/a n/a n/a C464176 250 mL Glass Greenwood BX11475 None n/a n/a n/a C464174 250 mL Glass Greenwood BX11475 None n/a n/a n/a ` x r u � Ph,; :p field tL3 .... dt�+x��Sampl Method c M 90830-2 B Soil 1/13/06 13:30 EPA 6010E As Cd Cr Cu Pb Ni Zn Total EPA 7471 A Hg EPA 8082 PCBs MA DEP EPH with PAHs Grain Size-Sieve and Hydrometer Soluable Salts EPA 9060 Mod Total Organic Carbon SM 2540 G Total Solids SM 2540 G Total Volatile Solids Con ID Container Vendor QC Lot Presery QC Lot Prep Ship C690867 250 mL Glass Proline BX16959 None n/a n/a 06-28-05 C690862 250 mL Glass Proline BX16959 None n/a n/a 06-28-05 C690858 250 ml Glass Proline BX16959 None n/a n/a 66 28-05 4$- '� 't ^. rw b jD Field ID:,. trax , 'Sw- ledt AAethotl r� Notes �F 4 y . �.c raxr�s d ..." .=....>' r._.. x..:zee _M 90830-3 A Soil 1/13/06 13:00 EPA 8260E Volatile Organics with Oxygenates Con ID Container Vendor QC Lot Presery QC Lot Prep Ship C612505 40 mL VOA Vial Proline BX16339 Methanol R-4367F 04-28-05 n/a C686574 40 mL VOA Vial Proline BX16707 NaHSO4 R-4159A 05-24-05 n/a C686573 40 mL VOA Vial Proline BX16707 NaHSO4 R4159A 05-24-05 n/a C686572 40 mL VOA Vial Proline I BX167071 NaH504 I R-4159A 05-24-05 n/a Page 2 of 30 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 T T GROUNDWATER ANALYTICAL Massachusetts DEP EPH Method Extractable Petroleum Hydrocarbons by GC/FID Field ID: A Matrix: Soil Project: Cape Cod Oyster/97015 Container: 250 mL Glass Client: Sullivan Engineering Preservation: Cool Laboratory ID: 90830-01 QC Batch ID: EP-2239-M Sampled: 01-13-06 13:00 Instrument ID: GC-7 HP 5890 Received: 01-13-06 15:45 Sample Weight: 15 g Extracted: 01-16-06 07:00 Final Volume: 1 mL Analyzed(AL): 01-17-06 23:41 %Solids: 60 Analyzed(AR): 01-18-06 00:25 Aliphatic Dilution Factor. 1 Analyst: MM Aromatic Dilution Factor. 1 33 b# ' sar ,_a "I Goncen'i'ratronz` Q-'°.NOtesa a'r nff5 ,�,✓°U3„ s... EP�Ii Ran es '�:�_ s'�:--<v .,... •t,. ..., �.,�;...... �# r .Reporu larm't n-C9 to n-C18 Aliphatic Hydrocarbons T BRL mg/Kg 50 n-C19 to n-C36 Aliphatic Hydrocarbons BRL mg/Kg 50 n-C11 to n-C22 Aromatic Hydrocarbons to BRL mg/Kg 50 d'us d-n-C11 to n-C22 Aromatic Hydrocarbons BRL mg/Kg 50 -.-,.3-��-. �.1 nr. +, -^a'z5 � L1mIt�KE' i - ooiren�Ynala0�1, ....--:.' ."'..u. : a�..5*.' ?�, ntts vr.. �P°rtt"s, 91-20-3 Naphthalene BRL mg/Kg 0.83 91-57-6 2-Methyl naphthalene BRL mg/Kg 0.83 85-01-8 Phenanthrene BRL mg/Kg 0.83 83-32-9 Acenaphthene BRL mg/Kg 0.83 208-96-8 Acenaphthylene BRL mg/Kg 1 0.83 86-73-7 Fluorene BRL mg/Kg 0.83 120-12-7 Anthracene BRL mg/Kg 0.83 20644-0 Fluoranthene BRL mg/Kg 0.83 129-00-0 Pyrene BRL mg/Kg 0.83 56-55-3 Benzo[a]anthracene BRL mg/Kg 0.83 218-01-9 Chrysene BRL mg/Kg 0.83 205-99-2 Benzo[b]fluoranthene BRL mg/Kg 0.83 207-08-9 Benzo[k]fluoranthene BRL mg/Kg 0.83 50-32-8 Benzo[a]pyrene BRL mg/Kg 0.83 193-39-5 Indeno[1,2,3-c,d]pyrene BRL mg/Kg 0.83 53-70-3 Dibenzo[a,h]anthracene BRL mg/Kg 0.83 191-24-2 Benzo[g,h,i]perylene BRL mg/Kg 0.83 QCrSurr<igate Cornpoyr zl � e Sprked''b Measu� Recoaery 2g,WWII QC� Fractionation: 2-Fluorobiphenyl 4.4 2.7 62 %, 40-140% 2-Bromonaphthalene 4.4 3.0 68 % 40-140% Extraction: Chloro-octadecane 4.4 2.5 57 % 40-140% ortho-Terphenyl 4.4 3.2 74 % 40-140% ??'' `z . Q%�'/Q �er fl d1:1Ut1,k<�" ix.'. . "t^ .& a 1. Were all QA/QC procedures required by the method followed? Yes 2. Were all performance/acceptance standards for the required QA/QC procedures achieved? Yes 3. Were any significant modifications made to the method,as specified in Section 11.3.1.1? No Method non-conformances indicated above are detailed below on this data report,or in the accompanying project narrative and project quality control report. Release of this data is authorized by the accompanying signed project cover letter. The accompanying cover letter,project narrative and quality control report are considered part of this data report. Method Reference: Method for the Determination of Extractable Petroleum Hydrocarbons,MA DEP(Revision 1.1,2004). Sample extraction performed by microwave accelerated solvent extraction technique. Results are reported on a dry weight basis. Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. t Hydrocarbon range data excludes concentrations of any surrogate(s)and/or internal standards eluting in that range. 0 n-C71 to n-C22 Aromatic Hydrocarbons range data excludes the method target analyze concentrations. Page 3 of 30 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL Massachusetts DEP EPH Method Extractable Petroleum Hydrocarbons by GOND Field ID: B Matrix: Soil Project: Cape Cod Oyster/97015 Container: 250 mL Glass Client: Sullivan Engineering Preservation: Cool Laboratory ID: 90830-02 QC Batch ID: EP-2239-M Sampled: 01-13-06 13:30 Instrument ID: GC-7 HP 5890 Received: 01-13-06 15:45 Sample Weight: 15 g Extracted: 01-16-06 07:00 Final Volume: 1 mL Analyzed(AL): 01-24-06 15:18 %Solids: 36 Analyzed(AR): 01-24-06 16:02 Aliphatic Dilution Factor. 1 Analyst: M]B Aromatic Dilution Factor. 1 EPH Ranges c t � Concentra4ton dotes Untts %5 rl2eporturg tjmrt - n-C9 to n-C18 Aliphatic Hydrocarbons t BRL mg/Kg 84 n-C19 to n-C36 Aliphatic Hydrocarbons t BRL mg/Kg 84 n-Cl1 to n-C22 Aromatic H drocarbons t° BRL mg/Kg 84 Unadiusted n-C11 to n-C22 Aromatic Hydrocarbons t BRL mg/Kg 84 till llttltS ' 11eporLgg Lymrt }?. SAS Number Analyte a � _ 91-20-3 Naphthalene BRL mg/Kg 1.4 91-57-6 2-Methyl naphthalene BRL mg/Kg 1.4 85-01-8 Phenanthrene BRL mg/Kg 1.4 83-32-9 Acenaphthene BRL mg/Kg 1.4 208-96-8 Acenaphthylene BRL mg/Kg 1.4 86-73-7 Fluorene BRL mg/Kg 1.4 120-12-7 Anthracene BRL mg/Kg 1.4 206-44-0 Fluoranthene BRL mg/Kg 1.4 129-00-0 Pyrene BRL mg/Kg 1.4 56-55-3 Benzo[a]anthracene BRL mg/Kg 1.4 218-01-9 Chrysene BRL mg/Kg 1.4 205-99-2 Benzo[b]fluoranthene BRL mg/Kg 1.4 207-08-9 Benzo[k]fluoranthene BRL mg/Kg 1.4 50-32-8 Benzo[a]pyrene BRL mg/Kg 1.4 193-39-5 Indeno[1,2,3-c d]pyrene BRL mg/Kg 1.4 53-70-3 Dibenzo[a,h]anthracene BRL mg/Kg 1.4 191-24-2 Benzo[g,h,i]perylene BRL mg/Kg 1.4 Fractionation: 2-Fluorobiphenyl 7.5 5.6 76 % 40-140% 2-Bromonaphthalene 7.5 5.5 74%, 40-140% Extraction: Chloro-octadecane 7.5 4.2 57% 40-140% ortho-Terphenyl 7.5 5.0 67 % 40-140% `'1' 1. Were all QA/QC procedures required by the method followed? Yes 2. Were all performancelacceptance standards for the required QA/QC procedures achieved? Yes 3. Were any significant modifications made to the method,as specified in Section 11.3.1.1? No Method non-conformances indicated above are detailed below on this data report,or in the accompanying project narrative and project quality control report. Release of this data is authorized by the accompanying signed project cover letter. The accompanying cover letter,project narrative and quality control report are considered part of this data report. Method Reference: Method for the Determination of Extractable Petroleum Hydrocarbons,MA DEP(Revision 1.1,2004). Sample extraction performed by microwave accelerated solvent extraction technique. Results are reported on a dry weight basis. Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. t Hydrocarbon range data excludes concentrations of any surrogate(s)and/or internal standards eluting in that range. 0 n-C11 to n-C22 Aromatic Hydrocarbons range data excludes the method target analyte concentrations. Page 4 of 30 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL EPA Method 8082 Polychlorinated Biphenyls(PCBs) by GC/ECD Field ID: A Matrix: Soil Project: Cape Cod Oyster/97015 Container: 250 mL Glass Client: Sullivan Engineering Preservation: Cool Laboratory ID: 90830-01 QC Batch ID: PB-2352-P Sampled: 01-13-06 13:00 Instrument ID: GC-6 HP 5890 Received: 01-13-06 15:45 Sample Weight: 16 g Extracted: 01-17-06 11:00 Final Volume: 1 mL Cleaned Up: 01-17-06 17:00 Percent Solids: 60 Analyzed: 01-18-06 21:05 Dilution Factor: 1 Analyst: CRL CAS Number , Anal s e,.. a _ � `` � ,Concentration s ' Notes x<" " "rlit Reporting Limk .t .. : . �12674-11-2 Aroclor 1016 BRL ug/Kg 130 11104-28-2 Aroclor 1221 BRL ug/Kg 130 11141-16-5 Aroclor 1232 BRL ug/Kg 130 53469-21-9 Aroclor 1242 BRL ug/Kg 130 1 2 6 72-2 9-6 Aroclor 1248 BRL ug/Kg 130 11097-69-1 Aroclor 1254 BRL ug/Kg 130 11096-82-5 Aroclor 1260 BRL ug/Kg 130 37324-23-5 Aroclor 1262 BRL ug/Kg 130 11100-14-4 Aroclor 1268 BRL ug/Kg 130 `QC,�Surrogate Compound;3 �� �yG �t ,,, Sp�"ked�;,�9easured � .q��Recovery,� � ���F�� Q L, t K First Tetrachloro-m-xylene 21 17 78 % 30-150 h Column Decachlorobiphenyl 21 22 103 % 30-150% Second Tetrachloro-m-xylene 21 17 80 % 30-150% Column Decachlorobiphenyl 21 23 106 % 30-150% Method Reference: Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition,Update III(1996). Sample extraction performed by EPA Method 3545. Cleanup performed by EPA Method 3660E and EPA Method 3665A. Results are reported on a dry weight basis. Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. t Non-target analyte. Result is based on a single mid-range calibration standard. Page 5 of 30 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL EPA Method 8082 Polychlorinated Biphenyls(PCBs) by GC/ECD Field ID: B Matrix: Soil Project: Cape Cod Oyster/97015 Container: 250 mL Glass Client: Sullivan Engineering Preservation: Cool Laboratory ID: 90830-02 QC Batch ID: PB-2352-P Sampled: 01-13-06 13:30 Instrument ID: GC-6 HP 5890 Received: 01-13-06 15:45 Sample Weight: 16 g Extracted: 01-17-06 11:00 Final Volume: 1 rnL Cleaned Up: 01-17-06 17:00 Percent Solids: 36 Analyzed: 01-18-06 21:40 Dilution Factor: 1 Analyst CRL `e �,t.t`- a +y•,` k wfi 4 1 -,;C1�5"fVllfitEieiy„_ pnall`e?w$° �?'r . £. 1.. ....�QllCenfatiOtt ....a.;REpmtmg Ltm£tr 12674-11-2 Aroclor 1016 BRL ug/Kg 220 1 1 1 04-2 8-2 Aroclor 1221 BRL' ug/Kg 220 11141-16-5 Aroclor 1232 BRL ug/Kg 220 53469-21-9 Aroclor 1242 BRL ug/Kg 220 1 2 6 7 2-2 9-6 Aroclor 1248 BRL ug/Kg 220 1 1 09 7-69-1 Aroclor 1254 BRL ug/Kg 220 11096-82-5 Aroclor 1260 BRL ug/Kg 220 37324-23-5 Aroclor 1262 BRL ug/Kg 220 11100-14-4 Aroclor 1268 BRL ug/Kg 220 li. l Tetrachloro-m-xylene 36 25 68 % 30-150% umn Decachlorobiphenyl 36 35 97 % 30-150% ond Tetrachloro-m-xylene 36 25 70 % 30-150% umn Decachlorobiphenyl 36 34 96 % 30-150% Method Reference: Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition,Update III(1996). Sample extraction.performed by EPA Method 3545. Cleanup performed by EPA Method 3660E and EPA Method 3665A. Results are reported on a dry weight basis. Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. t Non-target analyte. Result is based on a single mid-range calibration standard. Page 6 of 30 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL Trace Metals Field ID: A Matrix: Soil Project: Cape Cod Oyster/97015 Container: 250 mL Glass Client: Sullivan Engineering Preservation: Cool Laboratory ID: 90830-01 Percent Solids: 92 Sampled: 0 t-13-06 13:00 Received: 01-13-06 15:45 Analysis Method QC Batch ID Pao Method Prepared Sample Weight Instrument ID Analyst EPA 6010B' MB-0775-S EPA 3050E 01-16-06 11:34 0.5 g ICP-1 PE 30DO MWR EPA 7471A2 MP-1894-S EPA 7471A 01-16-0600:00 0.6 g CVAA-1 PEFIMS KLB ''CAS Numtiei a eAnalyte ,s ' ,?' Concentration , Notes;t tfnttsk Report�ns�ymlt:, DF ..+Aoalycedn'Ivlethot� 7440-38-2 Arsenic,Total 3.4 mg/Kg 1.1 1 01-16-06 16:30 EPA 60106' 7440-43-9 Cadmium,Total BRL mg/Kg 0.55 1 01-16-06 16:30 EPA 601013' 7440-47-3 Chromium,Total BRL mg/Kg 11 1 01-16-06 16:30 EPA 6010B' 7440-50-8 Copper,Total BRL mg/Kg 22 1 01-17-06 18:09 EPA 60106' 7439-92-1 Lead,Total BRL mg/Kg 11 1 01-16-06 16:30 EPA 601013' 7439-97-6 Mercury,Total 0.072 mg/Kg 0.037 1 01-16-06 15:15 EPA 7471A2 7440-02-0 Nickel,Total BRL mg/Kg 11 1 01-16-06 16:30 EPA 6010B' 7440-66-6 Zinc,Total BRL mg/Kg 55 1 1 01-16-06 16:3o EPA 601OB' Method Reference: Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition,Update III(1996). Results are reported on a dry weight basis. Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyze. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. DF Dilution Factor. i Page 7 of 30 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay,MA 02532 GROUNDWATER ANALYTICAL .Trace Metals Field ID: B Matrix: Soil Project: Cape Cod Oyster/97015 Container: 250 mL Glass Client: Sullivan Engineering Preservation: Cool Laboratory ID: 90830-02 Percent Solids: 76 Sampled: 01-13-06 13:30 Received: 01-13-06 15:45 Analysis Method OC Batch ID Prep Method Prepared Sample Weight Instrument ID Analyst EPA 60106' MB-0775-S EPA 30505 01-16-06 11:34 0.5 g ICP-1 PE 3000 MWR EPA 7471A2 MP-1894-S EPA 7471A 01-16-0600:00 0.6 g CVAA-1 PE FIMS KLB , �CAs Nllfrlt3ef�'�„,__:Aiial�li.,�--*< r._ '*,-.0 ."�r.j�.0I1CCn{rat101t �5 t�OtCS tj111t5 r kR o�rtglS V� y`r'�F�� ..:�.�►ila Cd,�4�'�;��Vlet�lbtli'...,aa.::: 7440-38-2 Arsenic,Total 4.6 mg/Kg 1.3 1 01-16-06 16:37 EPA 601013' 7440-43-9 Cadmium,Total BRL mg/Kg 0.64 1 01-16.06 16:37 EPA 60106' 744047-3 Chromium,Total BRL mg/Kg 13 1 01-16-06 16:37 EPA 60106' 7440-50-8 Copper,Total BRL mg/Kg 26 1 01-18-06 12:56 EPA 6010B' 7439-92-1 Lead,Total BRL rn Kg 13 1 01-16-06 16:37 EPA 60106' 7439-97-6 Mercury,Total 0.14 mg/Kg 0.043 1 01-16-06 15:19 EPA 7471Az 7440-02-0 Nickel,Total BRL mg/Kg 13 1 01-16-06 16:37 EPA 601013' 7440-66-6 Zinc,Total BRL mg/Kg 64 1 1 01-16-06 16:37 EPA 6010B' Method Reference: Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition,Update III(1996). Results are reported on a dry weight basis. Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. DF Dilution Factor. Page 8 of 30 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL Inorganic Chemistry Field ID: A Matrix: Soil Project: Cape Cod Oyster/97015 Received: 01-13-06 15:45 Client: Sullivan Engineering Lab ID: 90830-01 Sampled: 01-13-06 13:00 %Solids: 60 Container: 250 mL Glass Preservation: Cool Amitkip';g! -50'.- Organic Carbon,Total 11,000 mg/Kg 3,000 26 1.5 mg 01-25-06 13:37 TOC-0370-5 EPA 9060 Mod I AVB Solids,Total 61 % 0.1 1 50 g 01-20-06 09:00 TS-0223-S SM 2540 G 2 MW Solids,Volatile 3.4 % 0.1 1 50 g 01-20-06 09:00 VS-0223-S SM 2540 G 2 MW Soluble Salts 27 % 0.1 1 lOg 01-24-06 10:00 TDS-0861-S SM 2540 C Mod 2 MW Method Reference: Methods for Chemical Analysis of Water and Wastes,US EPA,EPA-600/4-790-020(Revised 1983),and Methods for the Determination of Inorganic Substances in Environmental Samples,US EPA,EPA/600/R-93/100(1993),and Standard Methods for the Examination of Water and Wastewater,APHA,Twentieth Edition(1998),and Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition,Update 111(1996). Results are reported on a dry weight basis. Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. RL Reporting Limit. DF Dilution Factor. 1 Instrument ID: Tekmar-Dohrmann Apollo 9000 2 Instrument ID: Mettler AT 200 Balance Page 9 of 30 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL Inorganic Chemistry Field ID: B Matrix: Soil Project: Cape Cod Oyster/97015 Received: 01-13-06 15:45 Client: Sullivan Engineering Lab ID: 90830-02 Sampled: 01-13-06 13:30 %Solids: 36 Container: 250 mL Glass Preservation: Cool 4A V 'W W �R Organic Carbon,Total 60,000 mg/Kg 8,000 84 0.48 mg 01-25-06 14:31 TOC-0370-S EPA 9060 Mod 1 AVB Solids,Total 34 % 0.1 1 50 g 01-20-06 09:00 TS-0223-S SM 2540 G 2 MW Solids,Volatile 9.1 % 0.1 1 50 g 01-20-06 09:00 VS-0223-S SM 2540 G 2 MW Soluble Salts 83 % 0.1 1 10g 01-24-06 10:00 TDS-0861-5 SM 2540 C Mod 2 MW Method Reference: Methods for Chemical Analysis of Water and Wastes,US EPA,EPA-600/4-790-020(Revised 1983),and Methods for the Determination of Inorganic Substances in Environmental Samples,US EPA,EPA/600/R-93/100(1993),and Standard Methods for the Examination of Water and Wastewater,APHA,Twentieth Edition(1998),and Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition,Update 111(1996). Results are reported on a dry weight basis. Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. RL Reporting Limit. DF Dilution Factor. 1 Instrument ID: Tekmar-Dohrmann Apollo 9000 2 Instrument ID: Mettler AT 200 Balance Page 10 of 30 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 I GROUNDWATER ANALYTICAL EPA Method 8260B Volatile Organics by GC/MS Field ID: A Matrix: Soil Project: Cape Cod Oyster/97015 Container. 40 mL VOA Vial Client: Sullivan Engineering Preservation: NaHSO4/Cool Laboratory ID: 90830-03 QC Batch ID: VM1-1752-S Sampled: 01-13-06 13:00 Instrument ID: MS-1 HP 5890 Received: 01-13-06 15:45 Sample Weight: 5.4 g Analyzed: 01-16-06 12:42 h Solids: 60 Analyst: LMG Dilution Factor: 1 Page: 1 of 2 ACAS NnmFer� A��alyte 4� ;x §Concentration ` NotesSUoits RepoMn$1m�t 75-71-8 Dichlorodifluoromethane BRL ug/Kg 15 74-87-3 Chloromethane BRL ug/Kg 15 75-01-4 Vinyl Chloride BRL ug/Kg 15 74-83-9 Bromomethane BRL ug/Kg 15 75-00-3 Chloroethane BRL ug/Kg 15 75-69-4 Trichlorofluoromethane BRL ug/Kg 1 15 60-29-7 Diethyl Ether BRL ug/Kg 15 75-35-4 1,1-Dichloroethene BRL ug/Kg 8 76-13-1 1,1,2-Trichlorotrifluoroethane BRL ug/Kg 77 67-64-1 Acetone BRL ug/Kg 310 75-15-0 Carbon Disulfide BRL ug/Kg 77 75-09-2 Methylene Chloride BRL ug/Kg 77 156-60-5 trans-1,2-Dichloroethene BRL ug/Kg 8 1634-04-4 Methyl tert-butyl Ether(MTBE) BRL ug/Kg 8 75-34-3 1,1-Dichloroethane BRL ug/Kg 8 594-20-7 2,2-Dichloropropane BRL ug/Kg 8 156-59-2 cis-1,2-Dichloroethene BRL ug/Kg 8 78-93-3 2-Butanone(MEK) BRL ug/Kg 77 74-97-5 Bromochloromethane BRL ug/Kg 8 109-99-9 Tetrahydrofuran(THF) BRL ug/Kg 77 67-66-3 Chloroform BRL ug/Kg 8 71-55-6 1,1,1-Trichloroethane BRL ug/Kg 8 56-23-5 Carbon Tetrachloride BRL ug/Kg 8 563-58-6 1,1-Dichloropropene BRL ug/Kg 8 71-43-2 Benzene BRL ug/Kg 1 8 107-06-2 1,2-Dichloroethane BRL ug/Kg 8 79-01-6 Trichloroethene BRL ug/Kg 8 78-87-5 1,2-Dichloropropane BRL ug/Kg 8 74-95-3 Dibromomethane BRL ug/Kg 8 75-27-4 Bromodichloromethane BRL ug(Kg 8 123-91-1 1,4-Dioxane BRL ug/Kg 7700 10061-01-5 cis-1,3-Dichloropropene BRL ug/Kg 8 108-10-1 4-Methyl-2-Pentanone(MIBK) BRL ug/Kg 77 108-88-3 Toluene BRL ug/Kg 8 10061-02-6 trans-1,3-Dichloropropene BRL ug/Kg 8 79-00-5 1,1,2-Trichloroethane BRL ug/Kg 8 127-18-4 Tetrachloroethene BRL ug/Kg 8 142-28-9 1,3-Dichloropropane BRL ug/Kg 8 591-78-6 2-Hexanone BRL ug/Kg 77 124-48-1 Dibromochloromethane BRL ug/Kg 8 106-93-4 1,2-Dibromoethane(EDB) BRL ug/Kg 8 108-90-7 Chlorobenzene BRL ug/Kg 1 8 630-20-6 1,1,1,2-Tetrachloroethane BRL ug/Kg 8 100414 Ethylbenzene BRL ug/Kg 8 108-38-3110642-3 meta-Xyleneandpara-Xylene BRL ug/Kg 8 9547-6 ortho-Xylene BRL ug/Kg 8 Page 11 of 30 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay,MA 02532 GROUNDWATER ANALYTICAL EPA Method 8260B (Continued) Volatile Organics by GUMS Field ID: A Matrix: Soil Project: Cape Cod Oyster/97015 Container: 40 ml VOA Vial Client: Sullivan Engineering Preservation: NaHSO4/Cool Laboratory ID: 90830-03 QC Batch ID: VM1-1752-S Sampled: 01-13-06 13:00 Instrument ID: MS-1 HP 5890 Received: 01-13-06 15:45 Sample Weight: 5.4 g Analyzed: 01-16-06 12:42 %Solids: 60 Analyst: LMG Dilution Factor: 1 Page: 2 of 2 Yk'. Y u' &wY'�MH^1i14Sr r4. `L Wake CIS Number Analyte 1; £s M +.,. Concentration Notes p F Units Reporting um ti 10042-5 Styrene BRL ug/Kg 8 75-25-2 Bromoform BRL ug/Kg 8 98-82-8 Isopropylbenzene BRL ug/Kg 8 108-86-1 Bromobenzene BRL ug/Kg 8 79-34-5 1,1,2,2-Tetrachloroethane BRL ug/Kg 8 96-184 1,2,3-Trichloropropane BRL ug/Kg 8 103-65-1 n-Propylbenzene BRL ug/Kg 8 9549-8 2-Chlorotoluene BRL ug/Kg 8 108-67-8 1,3,5-Tri methyl benzene BRL ug/Kg 8 106-434 4-Chlorotoluene BRL ug/Kg 8 98-06-6 tert-Butylbenzene BRL ug/Kg 8 95-63-6 1,2,4-Trimethylbenzene BRL ug/Kg 8 135-98-8 sec-Butylbenzene BRL ug/Kg 8 541-73-1 1,3-Dichlorobenzene BRL ug/Kg 8 99-87-6 4-Isopropyltoluene BRL ug/Kg 8 106-46-7 1,4-Dichlorobenzene BRL ug/Kg 8 95-50-1 1,2-Dichlorobenzene BRL ug/Kg 8 104-51-8 n-Butylbenzene BRL ug/Kg 8 96-12-8 1,2-Dibromo-3-chloropropane BRL ug/Kg 8 120-82-1 1,2,4-Trichlorobenzene BRL ug/Kg 8 87-68-3 Hexachlorobutadiene BRL ug/Kg 8 91-20-3 Naphthalene BRL ug/Kg 8 87-61-6 1,2,3-Trichlorobenzene BRL ug/Kg 8 75-65-0 ter(-Butyl Alcohol(FBA) BRL ug/Kg 310 108-20-3 Di-isopropyl Ether(DIPE) BRL ug/Kg 8 637-92-3 Ethyl tert-butyl Ether(ETBE) BRL ug/Kg 8 994-05-8 tert-Amyl Methyl Ether(TAME) BRL ug/Kg 8 CSrrogate Compound=; ';' `n IS tlted` Measur_' `"3tecove .x R �� � ,�s Dibromofluoromethane 50 51 103 % 70-130% 1,2-Dichloroethane-d4 50 60 121 % 70-130% Toluene-dg 50 55 110 % 70-130% 4-Bromofluorobenzene 50 57 114 % 70-130% Method Reference: Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition,Update III(1996). Sample preparation performed by EPA Method 5035A. Results are reported on a dry weight basis. Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. Page 12 of 30 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 i GROUNDWATER ANALYTICAL t Cbent: Groundwater Ana"Cal r _n.,wng rn•__ iar _ Tested W. prs_ _..-... ... . T d:.. 84289 _. .. Test Comment: - - — .. .. - Sample bEE4-)E—wU---ffoist'very. a pray sUty sbM* — Sami".Cbrament: — _. Particl_e_Size.Anal.Xsis- -_ASTM D_422.-. 0 0 It N .1 100 I •1 1 I 1 I 1 ............... ........... ..........,... .1........1...1..:..I.............................. I 1 I I I ................................................. ...l...l...l....).............................. I 1 I 1 1 1 1 I I I I I . 1 I .1 60 ....... ..�.....I.....�... �...I..y...,.y............ ............ 0 1 I I 1 I 1 1 C I 1 I 1 1 I 1 LL 1 1 :1 1 1 1 I 50 .................................... ...... ..•.I.... ..-I...t..�..1..... .... ................ 'I I 1 1 1 1 p 1 I 1 1 I 1 1 d 40 ....................................�.....A.... ;.�....�. .�...�..:..�.............;............'... 1 I 1 1 1 1 30 ............... ............... 1 f .. .!.. .!............................. .� .................................... ......................... I 1 1 1 I t 1 1 I 1 1 1 1 1 10 ...............:...............................,..........t..I..................... I 1 1 I I I I - I 0 ! 1000 100 10 1 0.1 D Ot OA01 stm out I %W6b� %Gravel %Sand %sawaySme 0.0 76.1 27 9 s wlne wwasme, velrantFine.specPeww* codwlee Scents WHO Des=0.9048 mm D9o=0.2177 mm D5o=0.5265 mm Dss=0.0174 mm r10 � N Dso=0.4324 mm Dio=0.0068 Mm HO OA2 49 C.=77.426 =13.238 ° Mo Gas 2s rem 22 SA.rM N/A — VMtleStm Isn Psae[nry SnctelmX — Diaz 19 ems Is AASHM Stone Fragments,Gravel and Sand LOU 14 (A-1-b(0)) aim mole/Test Description 10 Sand/Gravel, tie Shape:— nna e CAM 6 Sand/Gravel Hardness:— LOW 4 pri.ted MOM"11.32,131M GeoTesting Express, Inc., 1145 Massachusetts Avenue, Boxborough, MA 01719. GeoTesting Express is not NELAC accredited. Page 13 of 30 GROUNDWATER ANALYTICAL CBent: Groundwater Analytical = Pmlea No: GrX-6459 -.. SamnleType:jar Tested By: .1?� 96 _.. Tested: 84290 ._.._. _.... Test Comment -- SampT!>�ni mom,ve—�a�y sandy silt - - ----- Sample Cturaeent.' -- _ Particle Size Analysis ASTM D 422 o 0 o o o 0 0 100 * i *0 C � 1 ...............r............... ... ..�..a.. .............. ............ 8D ..........................................:............ . ................ r 1 r 1 r r I • 1 1 1 1 1 I.................:........... 70, .................................... I r t 1 1 1 I 1 LL 1 1 1 1 1 I 1 1 1 1 I 1 ... 1 1 0 1 I 1 t 1 1 1 d - ......................,....1....I...1...1.....J............... ......... 1 1 I 1 1 1 1 1 r 1 1 1 I a� ...............:................ r :.�.............. .. .. ,.....;.....•;....1...,...I.. 1 I 1 ' ....................................�.....�....-.I....I...I..y.....1...........-.............. ... 20 1 1 1 11 I I �I 1 I I 1 0 1000 100 10 1 0.1 Om 0.001 Grain Size Q" %Cabbll %Gwal %salnd %S&&Clay GtM 0.0 32 B 67.2 stale ramp Sere 8mea Pal=t Alec span Pe t �oWw #1 D CoeFfident5 44 ag=0.4476 MM D3o=0.00 mm L4 4 3m aao sP Ds0=0.0295 mm D1s-N/A 10 on Ds0=0.0180 mm Dio=N/A NP OA7 sl r Cu=N A =N A na3 ass m classlocnam qeD0=4 s/ &MI N/A Pwea.mn m. P—1 Perm+ CAM AASHM Silty Soils(A-4(0)) o mra o Od® 41 Sample/Te_M DeccEiOl:+on OXM >< Sand/Gravel Particle Shap e:-- oaaa a e�oa 36 Sand/Gravel Hardness41 :-- n prlet�e>✓le/7a0P 3ae3a)3 IM GeoTesting Express, Inc., 1145 Massachusetts Avenue, Boxborough, MA 01719. GeoTesting Express is not NELAC accredited. Page 14 of 30 GROUNDWATER ANALYTICAL Project Narrative Project: Cape Cod Oyster/97015 Lab ID: 90830 Client: Sullivan Engineering Received: 01-13-06 15:45 A Documentdtion and;Chent Communication The following documentation discrepancies,and client changes or amendments were noted for this project: 1 . No documentation discrepancies,changes,or amendments were noted. B Method Modifications,Non Conformances and Observations The sample(s)in this project were analyzed by the references analytical method(s),and no method modifications, non-conformances or analytical issues were noted,except as indicated below: 1 . Project Non-conformance. Project 90830 was received at a temperature of 9.9'C. This measurement is outside the recommended range of 2-6'C. Page 15 of 30 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 r r r a ..: :..- :�- '�4 t 1, -")g a�!'a�'�,1'f4l °Irf ., r ',(r$'� S IL' •'" �i S�P f a��tyf'xrA''r"• GR 3LfiVj3M.rER Md Matn Street Pd.Bax 1200 Buzzards",MA 02532 CHAIN-OF-CUSTODY RECORD ANALYTICAL Telephone 1506)T59-4441-FAX(50817594475 ANDWORKORDER N2 0854-38 www.gfound AVeranalytiral.com A/Project Name:/ Firm: C� TURNAROUND ANALYSIS REQUEST t,-4A�C� Q/5 t" SVIf tVt'.rY £y7�;rtQQ(in� TANDARD(iD Business Days) Ycueln Sunc111n per ror4cb a,tal, rrnol.n —be,d PH waste wan ae.11" poor Project Number. Address: ❑ PRIORITY(S Business Days) o = q 4.D,Saac L Ca59 (RAN-__-; 7 d 1 5 ❑ RUSH lPUsh reituiea Pu0 M101Mein�Nuniben Sampler Name: Cil t State)Zip: 77 Please Email to Ojg4•crudle, mA mvr.S" m { - Please FAX to; __,`____�__�� Project Manager: Telephone: - BILLING # u �= .�• 5�8-�178-'33Y�I ' (") A ICI JC�9r1 �bNr,� t PumhaeeOrderNa.__. _ _ .-.--- .: .. ._ n .n' � K ❑ThirdPartyBilling .....__- - .__._ o £ - E 'I s i r' INSTRUCTIONS:Use separate line fcreach container(except replicates). (�GWA Ouete. s _ t 5 $ Sampling Mairtc Type Contolner(s) Preservation ls% ' t a kk ^Qyg• s II11'' d LABORATORY SAMPLE 3 ti 3 NUMBER. . 11NTFCATON e (Lab Us9Dnly} ai 3 E21P i' o L: � a L0+ u ❑ u DUB `! 3 w ;vo f J J ✓ I it 1-1i / � W ✓ ----------------- — - REMARKS/SPECIAL INSTRUCTIONS DATA QUALITY OBJECTIVES CHAIN-OF-CUSTODY RECORD Regulatory Program Project Speelnc QC NOTE:All samples submitted subject to Standard Terms and Conditions on reverse hereof. MA DEP MCP Data EniartwmeelAfrTrrralion State Standard Deliverables Marry regulatory piograms arid EPA lTethods require projeM Relinquished by S Data Tme Race: Recepl Temperature: specific OC:Project specific OC Includes Sample Duplicates, k OYES O NO MCP Data CFrtiflGttiun is regeired. O CT r MCP GSY•1fS-1 ❑PW5 Form Matsu Spikes,and/or Metrlx Splka Duplicates:Laboratory OC is p MCP GW-21S-2 not project specific unless prearranged.Project specific OC Relinquished b: Date Time Rereived 6y.61E ll h1WRA Container Count ❑TES❑NO MCP minimum Fleld QC regelrerrients j sample9 are charged on a per sample basis:Each MS,MStl ,a been met(or this (,r�MA C NY STARS it__ and Sample Duplicate requires an addltionai sample aliquot. afr,tnavalerrl Onzm.4m and cvanhhe rrvfys UNH ❑Orinkin Wafer - vkv one matra%Pike per 10 umpk%I 9 I nelipqutshed by: Dale T.me ReCslVed Ley Laberatafy SiiippilwAirbili ❑YE5 4 NO_UCP Drinking Water samples squired, t Q NY ❑Wastewater Protect Specific DC Required 6efecuon of tx sample Number: r%f;mlkcrkm f rwtAfr w&O'd mp te sales. I Cj RI ram-Waste Disposal ❑Sample Dupuca!e L Please use.sam e. bLsnks era aho required,i'vVA samPres cdkcted) j P11 VT C!Drodga Material rD Maui Spike Melh.M of Shlpmenc rl GWA Courier 1_-i Express Mail El Federal Express Custody Seal --_.._--._.._ -__ Signature: O I_-___ _- 0 Mntria Spike Duplidle []UPS 0 Hand L _ Number. GROUNDWATER ANALYTICAL Quality Assurance/Quality Control A Program OverYiew; Groundwater Analytical conducts an active Quality Assurance program to ensure the production of high quality, valid data. This program closely follows the guidance provided by Interim Guidelines and Specifications for Preparing Quality Assurance Project Plans, US EPA QAMS-005/80 (1980), and Test Methods for Evaluating Solid Waste, US EPA, SW-846, Update III (1996). Quality Control protocols include written Standard Operating Procedures (SOPs) developed for each analytical method. SOPS are derived from US EPA methodologies and other established references. Standards are prepared from commercially obtained reference materials of certified purity, and documented for traceability. Quality Assessment protocols for most organic analyses include a minimum of one laboratory control sample, one method blank, one matrix spike sample, and one sample duplicate for each sample preparation batch. All samples, standards, blanks, laboratory control samples, matrix spikes and sample duplicates are spiked with internal standards and surrogate compounds. All instrument sequences begin with an initial calibration verification standard and a blank; and excepting GUMS sequences, all sequences close with a continuing calibration standard. GUMS systems are tuned to appropriate ion abundance criteria daily, or for each 12 hour operating period,whichever is more frequent. Quality Assessment protocols for most inorganic analyses include a minimum of one laboratory control sample, one method blank,one matrix spike sample, and one sample duplicate for each sample preparation batch. Standard curves are derived from one reagent blank and four concentration levels. Curve validity is verified by standard recoveries within plus or minus ten percent of the curve. m:r�a �� .. a^ B Definitions Batches are used as the basic unit for Quality Assessment. A Batch is defined as twenty or fewer samples of the same matrix which are prepared together for the same analysis, using the same lots of reagents and the same techniques or manipulations, all within the same continuum of time, up to but not exceeding 24 hours. Laboratory Control Samples are used to assess the accuracy of the analytical method. A Laboratory Control Sample consists of reagent water or sodium sulfate spiked with a group of target analytes representative of the method analytes. Accuracy is defined as the degree of agreement of the measured value with the true or expected value. Percent Recoveries for the Laboratory Control Samples are calculated to assess accuracy. Method Blanks are used to assess the level of contamination present in the analytical system. Method Blanks consist of reagent water or an aliquot of sodium sulfate. Method Blanks are taken through all the appropriate steps of an analytical method. Sample data reported is not corrected for blank contamination. Surrogate Compounds are used to assess the effectiveness of an analytical method in dealing with each sample matrix. Surrogate Compounds are organic compounds which are similar to the target analytes of interest in chemical behavior, but which are not normally found in environmental samples. Percent Recoveries are calculated for each Surrogate Compound. Page 17 of 30 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL Quality Control Report Laboratory Control Samples LCS LCSD Category: MA DEP EPH Method Instrument ID: GC-7 HP 5890 Instrument ID: GC-7 HP 5890 QC Batch ID: EP-2239-M Extracted: 01-16-06 07:00 Extracted: 01-16-06 07:00 Matrix: Soil Analyzed(AL): 01-16-06 21:08 Analyzed(AL): 01-16-06 22:36 Units: mg/Kg Analyzed(AR): 01-16-06 21:52 Analyzed(AR): 01-16-06 23:20 Analyst: MM Analyst: MM CA3 Number Anaiytit- LCSD , LCS Uupluate FQE Ltmtts - �,' ,. .<„�;��...SP1ked hleanrreJ; Recovery �S,ptfetl Measurgd']Rec1very <RPD ..�Sp�li�€� itPD.,_ 111-84-2 n-Nonane(C9) 3.3 1.8 53 % 3.3 1.9 56 % 6 % 30-140%, 25% 124-18-5 n-Decane(Cl 0) 3.3 2.0 60 % 3.3 2.0 62 % 3 % 40-140% 25% 11240-3 n-Dodecane(C12) 3.3 2.0 61 % 3.3 2.1 63 % 2 % 40-140% 25% 629-59-4 n-Tetradecane(C14) 3.3 2.2 66 % 3.3 2.2 68 % 3 % 40-140% 25% 544-76-3 n-Hexadecane(CId 3.3 2.4 73 % 3.3 2.3 70 % 4 % 40-140% 25% 59345-3 n-Octadecane(C,8) 3.3 2.7 83 % 3.3 2.4 74 % 12 % 40-140% 25% n/a n-C9 to n-C18 Group 20 13 66 % 20 13 65 % 1 % 40-140% 25% 629-92-5 n-Nona ecane(C19) 3.3 2.7 83 % 3.3 2.4 72 % 14 % 40-140°/ 25% 112-95-8 n-Eicosane(C20) 3.3 2.7 83 % 3.3 2.4 72 % 14 % 40-140% 25% 629-97-0 n-Docosane(C22) 3.3 2.7 81 % 3.3 2.3 70 % 15 % 40-140% 25% 646-31-1 n-Tetracosane(C24) 3.3 2.6 78 % 3.3 2.2 68 % 14 % 40-140% 25% 630-01-3 n-Hexacosane(C2d 3.3 2.7 81 % 3.3 2.3 70 % 15 % 40-140% 25% 630-024 n-Octacosane(C28) 3.3 2.6 80 % 3.3 2.3 69 % 15 % 40-140% 25% 638-68-6 n-Triacontane(C30) 3.3 2.6 79 % 3.3 2.3 69 % 15 % 40-140°b 25% 630-06-8 n-Hexatriacontane(C36) 3.3 2.6 78 % 3.3 2.2 66 % 16 % 40-140% 25% n/a n-C19 to n-C36 Group 26 21 80 % 26 18 69 % 15 % 40-140% 25% 91-20-3 Naphthalene 3.3 1.8 55 % 3.3 1.9 59 % 6 % 40-140% 25% 91-57-6 2-Methyl naphthalene 3.3 1.8 55 % 3.3 2.0 60 % 8 % 40-140% 25% 208-96-8 Acenaphthylene 3.3 2.1 63 % 3.3 2.3 70 % 11 % 40-140% 25% 83-32-9 Acenaphthene 3.3 2.2 66 % 3.3 2.5 . 74 % 11 % 40-140% 25% 86-73-7 Fluorene 3.3 2.3 69 % 3.3 2.6 80 % 15 % 40-140% 25% 85-01-8 Phenanthrene 3.3 2.5 75 % 3.3 2.9 87 % 15 % 40-140% 25% 120-12-7 Anthracene 3.3 2.3 71 % 3.3 2.9 87 % 20 % 40-140% 25% 206-44-0 Fluoranthene 3.3 2.6 79 % 3.3 3.0 92 % 15 % 40-140% 25% 129-00-0 Pyrene 3.3 2.5 76 % 3.3 3.0 89 % 16 % 40-140% 25% 56-55-3 Benzo[a]anthracene 3.3 2.3 70 % 3.3 2.7 81 % 15 % 40-140% 25% 218-01-9 Chrysene 3.3 2.6 78 % 3.3 2.9 89 % 12 % 40-140% 25% 205-99-2 Benzo[b]fluoranthene 3.3 2.3 69 % 3.3 2.8 86 % 22 % 40-140% 25% 207-DB-9 Benzo[k]fluoranthene 3.3 2.4 73 % 3.3 2.6 80 % 9 % 40-140% 25% 50-32-8 Benzo[a]pyrene 3.3 2.3 70 % 3.3 2.7 82 % 16 % 40-140% 25% 193-39-5 Indeno[7,2,3-c,d]pyrene 3.3 2.2 66 % 3.3 2.7 80 % 20 % 40-140% 25% 53-70-3 Dibenzo[a,h]anthracene 3.3 2.8 85 % 3.3 3.2 97 % 14 % 40-140% 25% 191-24-2 Benzo[g,h,i]perylene 3.3 2.4 72 % 3.3 2.8 85 % 17 % 40-140% 25% n/a PAH Group 56 39 70 °k 56 45 81 % 15 % 40-140% 25% Surrogate Com ou d S tked Mwwad; °Reco�eI S 11ted)rasvred ti Recove zw �'lmits P .!.. .,,,ti .P.._.� .a a_,rY Q .> „ Fractionation: 2-Fluorobiphenyl 2.7 1.8 67 % 2.7 1.9 70 % 40-140% 2-Bromonaphthalene 2.7 1.7 63 % 2.7 2.0 74 % 40-140% Extraction: Chloro-octadecane 2.7 1.8 67 % 2.7 1.4 52 % 40-140% ortho-Terphenyl 2.7 2.0 74 % 2.7 2.3 85 % 40-140% IJ ? 1 Miff tobation Brea)throw h!ua[uatton Q'C Ltmtts' r. .., _ .. 91-20-3 Naphthalene LCS 0 % LCSD 0 % 5% 91-57-6 2-Methyl naphthalene LCS 0 % LCSD 0 % 5% Method Reference: Method for the Determination of Extractable Petroleum Hydrocarbons,MA DEP(Revision 1.1,2004), Method modified by use of microwave accelerated solvent extraction technique. Report Notations: All calculations performed prior to rounding. Quality Control Limits are defined by the methodology, or alternatively based upon the historical average recovery plus or minus three standard deviation units. The LCS and LCSD are prepared from separate source standards than those used for calibration. Page 18 of 30 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL Quality Control Report Method Blank Category: MA DEP EPH Instrument ID: GC-7 HP 5890 QC Batch ID: EP-2239-M Extracted: 01-16-06 07:00 Matrix: Soil Analyzed(AL): 01-16-06 19:40 Analyzed(AR): 01-16-06 20:24 Analyst: MM "COOCeAtfattOfl k '� (�10tC5 -x t)tl/t5 t ' Reportmglmit n-C9 to n-C18 Aliphatic Hydrocarbons t BRL mg/Kg 30 n-C19 to n-C36 Aliphatic Hydrocarbons BRL mg/Kg 30 n-C11 to n-C22 Aromatic Hydrocarbons t° BRL mg/Kg 30 Unadjusted n-C11 to n-C22 Aromatic Hydrocarbons BRL mg/Kg 30 91-20-3 Naphthalene BRL mg/Kg 0.50 91-57-6 2-Methyl naphthalene BRL mg/Kg 0.50 85-01-8 Phenanthrene BRL mg/Kg 0.50 83-32-9 Acenaphthene BRL mg/Kg 0.50 208-96-8 Acenaphthylene BRL mg/Kg 0.50 86-73-7 Fluorene BRL mg/Kg 0.50 120-12-7 Anthracene BRL mg/Kg 0.50 206-44-0 Fluoranthene BRL mg/Kg 0.50 129-00-0 Pyrene BRL mg/Kg 0.50 56-55-3 Benzo[a]anthracene BRL mg/Kg 0.50 218-01-9 Chrysene BRL mg/Kg 0.50 205-99-2 Benzo[b]fluoranthene BRL mg/Kg 0.50 207-08-9 Benzo[k]fluoranthene BRL mg/Kg 0.50 50-32-8 Benzo[a]pyrene BRL mg/Kg 0.50 193-39-5 Indeno[1,2,3-c,d]pyrene BRL mg/Kg 1 0.50 53-70.3 Dibenzo[a,h]anthracene BRL mg/Kg 0.50 191-24-2 Benzo[g,h,i]perylene BRL mg/Kg 0.50 QCtSur ogate'Compolmi� tr ?i, 5pW, �teasutie x_.. Q1lmtts Fractionation: 2-Fluorobiphenyl 2.7 1.8 67 % 40-140% 2-Bromonaphthalene 2.7 1.5 55 % 40-140% Extraction: Chloro-octadecane 2.7 1.4 54 % 40-140% ortho-Terphenyl 2.7 1.9 71 % 40-140% Method Reference: Method for the Determination of Extractable Petroleum Hydrocarbons,MA DEP(Revision 1.1,2004). Sample extraction performed by microwave accelerated solvent extraction technique. Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. t Hydrocarbon range data excludes concentrations of any surrogate(s)and/or internal standards eluting in that range. 0 n-C11 to n-C22 Aromatic Hydrocarbons range data excludes the method target analyte concentrations. Page 19 of 30 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL Quality Control Report Laboratory Control Sample Category: Inorganic Chemistry Matrix: Soil ArWlyxex ilmts Sp %iked Measured Recovery R.QC Ltmrs Analyzed QCs 6aGh A hSethod ,= Inst/uwlyg't Organic Carbon,Total mg/Kg 500 490 97 % 80-120 k 01-25-06 11:24 TOC-0370-S EPA 9060 Mod 1 AVB Solids,Total % 1 50 51 101 % 80-120% 01-20-06 09:00 TS-0223-S SM 2540 G 2 MW Method Reference: Methods for Chemical Analysis of Water and Wastes,US EPA,EPA-600/4-790-020(Revised 1983),and Methods for the Determination of Inorganic Substances in Environmental Samples,US EPA,EPA/600/R-93/100(1993),and Standard Methods for the Examination of Water and Wastewater,APHA,Twentieth Edition(1998),and Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition,Update III(1996). Report Notations: All calculations performed prior to rounding. Quality Control Limits are defined by the methodology, or alternatively based upon the historical average recovery plus or minus three standard deviation units. 1 Instrument ID: Tekmar-Dohrmann Apollo 9000 2 Instrument ID:Mettler AT 200 Balance Page 20 of 30 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL Quality Control Report Method Blank Category: Inorganic Chemistry Matrix: Soil Avlalyte, Result Umfs RL Arlalyed QC Batch Method Inst Analyst x• -' Organic Carbon,Total BRL mg/Kg 50 01-25-0611:24 TOC-0370-S EPA 9060 Mod 1 Ave Solids,Total BRL 0.1 % 01-20-0609:00 TS-0223-5 SM2540G 2 MW Solids,Volatile BRL 0.1 % 01-02-0609:00 VS-0223-S SM 2540G 2 MW Soluble Salts BRL 0.2 % 01-24-0610:00 TDS-0861-S SM 2540 C Mod 2 MW Method Reference: Methods for Chemical Analysis of Water and Wastes,US EPA,EPA-60014-790-020(Revised 1983),and Methods for the Determination of Inorganic Substances in Environmental Samples,US EPA,EPA/600/R-93/100(1993),and Standard Methods for the Examination of Water and Wastewater,APHA,Twentieth Edition(1998),and Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition,Update III(1996). Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. RL Reporting Limit. 1 Instrument ID: Tekmar-Dohrmann Apollo 9000 2 Instrument ID:Mettler AT 200 Balance Page 21 of 30 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL Quality Control Report Laboratory Control Samples LCS LCSD Category: , EPA 8082 Instrument ID: GC-6 HP 5890 Instrument ID: GC-6 HP 5890 QC Batch ID: PB-2352-P Extracted: 01-17-06 11:00 Extracted: 01-17-06 11:00 Matrix: Soil Cleaned Up: 01-17-06 17:00 Cleaned Up: 01-17-06 17:00 Units: ug/Kg Analyzed: 01-18-06 17:05 Analyzed: 01-18-06 17:39 Analyst: CRL Analyst: CRL #�"; � g :. :Y*: . ^f 6C$DupY�cate ;2y ¢ ' Yi1� M aY" CAS Nurnberg�� Analytl` sv Measured Recoveryx sv�� Measured RecoLery RPD QC'Limits r'"`»" 3 ,, ast .1stCol2ndLol -: m1ft,Cd,.,:.'"RntlYo1'n.�- $, ls1 Co1�`�2nlI;CoI s rlst Col u2nd,Cdlx 9sl Col.; Znd G iP�ke,; ARP,p 12674-11-2 Aroclor 1016 330 280 270 85% 81% 330 270 280 82% 83% 3% 2% 40-140% 30% 11096-82-5 Aroclor 1260 330 360 340 109% 101% 330 330 320 99% 96% 10% 5% 40-140% 30% QC SurcogategConlpourtd 1 �" y ,+ �k SurrogatesRecovery s ° QCLimrts .�:._ ...,:�..d.�.._�:: 3w.'�,'s�r,._x� ,_�?&r..,:.;�*� ��rs3e.�i:.e � ,.._,..,P �,��'y�r. _,�+..r Tetrachloro-m-xylene 13 10 10 75% 77% 13 10 11 79% 80% 30-150% Decachlorobiphenyl 13 13 14 101% 103% 13 13 14 101% 102% 30-150% Method Reference: Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition,Update III(1996). Sample extraction performed by EPA Method 3545. Cleanup performed by EPA Method 3660E and EPA Method 3665A. Report Notations: All calculations performed prior to rounding. Quality Control Limits are defined by the methodology, or alternatively based upon the historical average recovery plus or minus three standard deviation units. Page 22 of 30 Groundwater Analytical, Inc., P.O. Box 1200,228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL Quality Control Report Method Blank Category: EPA Method 8082 Instrument ID: GC-6 HP 5890 QC Batch ID: PB-2352-P Extracted: 01-17-06 11:00 Matrix: Soil Cleaned Up: 01-17-06 17:00 Analyzed: 01-18-06 16:30 Analyst: CRL �1 2 6 74-1 1-2 Aroclor 1016 BRL ug/Kg 80 1 1 1 04-2 8-2 Aroclor 1221 BRL ug/Kg 80 1 1 1 41-1 6-5 Aroclor 1232 BRL ug/Kg 80 53469-21-9 Aroclor 1242 BRL ug/Kg 80 1 2 6 72-2 9-6 Aroclor 1248 BRL ug/Kg 80 1 1 09 7-6 9-1 Aroclor 1254 BRL ug/Kg 80 1 1 09 6-82-5 Aroclor 1260 BRL ug/Kg 80 3 73 2 4-2 3-5 Aroclor 1262 BRL ug/Kg 80 1 1 1 00-1 4-4 Aroclor 1268 BRL ug/Kg 80 P . : N r re� �QC Surrogate Compound r� S eked Measured Recov ry, QC emits �....-.f.��___.� ..r_ . .:�.._ ...>ra„«�'_ .a.��- :�€_�,+ '��'S�C,�:,,,>..�n: First Tetrachloro-m-xylene 13 9.8 74 % 30-150% Column Decachlorobiphenyl 13 13 94 % 30-150% Second Tetrachloro-m-xylene 13 10 76 % 30-150% Column Decachlorobiphenyl 13 13 97 % 30-150% Method Reference: Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition,Update III(1996). Sample extraction performed by EPA Method 3545. Cleanup performed by EPA Method 36608 and EPA Method 3665A. Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. t Non-target analyte. Result is based on a single mid-range calibration standard. Page 23 of 30 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL Quality Control Report Laboratory Control Samples Category: Metals Matrix: Soil Units: mg/Kg Sample Type Method QC Batch ID Prep Method Prepared Analyzed Instrument ID Analyst LCS EPA 6010E MB-0775-SL EPA 3050E 01-16-06 11:34 01-16-06 16:09 ICP-1 PE 3000 MFP LCS EPA 7471A MP-1894-SL EPA 7471A 01-16-06 00:00 01-16-06 16:21 CVAA-1 PE FIMS KLB LCSD EPA 60106 M13-0775-11. EPA 305011 01-16-06 11:34 01-16-06 16:12 ICP-1 PE 3000 MFP LCSD EPA 7471 A MP-1894-SL EPA 7471 A 01-16-06 00:00 01-16-06 00:00 CVAA-1 PE FIMS KLB S 5 3 ;�r LCS n* LCS`Du licate - z - a Method CAS Number Attalyte 1 y"T,' cx v Pic _ QG L1m1ts 3 ; r " ` �( �� Spiked3 Measured Recovery Sp�kc� aMeasured t Recoverys $ r s Q , W �r _, 7440-38-2 Arsenic 110 130 116% 110 120 107% 4% 80-120~% �30% EPA 60106 7440-43-9 Cadmium 110 110 46% 110 100 95% 1% 82-118% 30% EPA 601oB 7440-47-3 Chromium 150 160 10S% 150 160 102% 1% 79-121 % 30% EPA 60108 7440-50-8 Copper 110 100 97% 110 100 97% 0% 82-118% 30% EPA 6010E 7439-92-1 Lead 160 160 103% 160 170 106% 1% 80-120% 30% EPA 601013 7439-97-6 Mercury 8.4 8.1 97% 8.4 8.8 105% 4% 51-149% 30% EPA 7471A 7440-02-0 Nickel 160 180 110% 160 170 105% 2% 81-119% 30% EPA 601oB 7440-66-6 Zinc 190 180 95% 190 170 93% 1% 7 9-121% 30% EPA 6010E Method Reference: Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition,Update III(1996). Report Notations: All calculations performed prior to rounding. Quality Control Limits are defined by the methodology, or alternatively based upon the historical average recovery plus or minus three standard deviation units. Page 24 of 30 Groundwater Analytical, Inc., P.O. Box 1200,228 Main Street, Buzzards Bay,MA 02532 GROUNDWATER ANALYTICAL Quality Control Report Method Blank Category: Metals Matrix: Soil Analysis Method QC Batch ID Preo Method Prepared Samweyolume Instrument ID Analyst EPA 6010E MB-0775-SB EPA 3050E 01-16-0611:34 0.5 g ICP-1 PE 3000 MFP EPA 7471A MP-1894-SB EPA 7471A 01-16-0600:00 0.6 g CVAA-1 PEFIMS KLB CASNttinbe� Analyte; _ Concenirabon Nates1 12nrts a ort�e umrt DF" #�Anal�zEd Mr thod 7440-38-2 Arsenic BRLK mg/Kg 1.0 1 01-16-06 16:07 EPA 6010E y 744043-9 Cadmium BRL mg/Kg 0.50 1 01-16-06 16:07 EPA 6010E 744047-3 Chromium BRL mg/Kg 10 1 01-16-06 16:07 EPA 6010E 7440-50-8 Copper BRL mg/Kg 20 1 01-17-06 18:02 EPA 6010B 7439-92-1 Lead BRL rn Kg 10 1 01-16-06 16:07 EPA 6010E 7439-97-6 Mercury BRL mg/Kg 0.033 1 01-16-06 16:21 EPA 7471A 7440-02-0 Nickel BRL mg/Kg 10 1 01-1606 16:07 EPA 6010E 7440-66-6 Zinc BRL mg/Kg 50 1 01-16-06 16:07 EPA 6010B Method Reference: Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition,Update III(1996). Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. DF Dilution Factor. Page 25 of 30 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL Quality Control Report Laboratory Control Samples LCS LCSD Category: EPA Method 8260B Instrument ID: MS-1 HP 5890 Instrument ID: MS-1 HP 5890 QC Batch ID: VMI-1752-SL Analyzed: 01-16-06 07:14 Analyzed: 01-16-06 07:48 Matrix: Soil Analyst: LMG Analyst: LMG Units: ug/Kg Page: I of2 h-0.K Avi '5_ Ark 75-71-8 Dich lorodifluoromethane 50 57 115% 50 57 113 % 2 % 70-130% 25% 74-87-3 Chloromethane 50 56 112% 50 54 108% 4 % 70-130% 25% 75-014 Vinyl Chloride 50 59 117% 50 59 119 % I % 70-130% 25% 74-83-9 Bromomethane 50 51 101 % 50 53 105 % 4% 70-130% 25% 75-00-3 Chloroethane so 57 115% 50 58 117% 2 % 70-130% 25% 75-694 Trichlorofluoromethane 50 53 107% 50 53 105 % 2 % 70-130% 25% 60-29-7 Diethyl Ether 100 96 96% 100 100 101 % 6% 70-130% 25% 75-35-4 10-Dichloroethene 50 57 114% 50 57 114% 0% 70-130% 25% 76-13-1 1,1,2-Trichlorotrifluoroethane 100 120 116% 100 110 114% 2 % 70-130% 25% 67-64-1 Acetone 100 79 -7-9% 100 88 88% 11 % 70-130% 25% 75-15-0 Carbon Disulfide 100 99 99% 100 97 97% 1 % 70-130% 25% 75-09-2 Methylene Chloride 50 50 100% 50 51 102 % 2 % 70-130% 25% 156-60-5 trans-1,2-Dichloroethene 50 54 108% 50 55 ill % 3 %_ 70-130% 25% 1634-04-4 Methyl tert-butyl Ether(MTBE) 50 46 93% 50 51 101 % 9 % 70-130% 25% 75-34-3 1,1-Dichloroethane 50 53 106% 50 55 109% 3 % , 70-130% 25% 594-20-7 2,2-Dichloropropane 50 56 112% 50 57 114% 2 % 70-130% 25% 156-59-2 cis-1,2-Dichloroethene 50 53 107% 50 55 110% 3 % 70-130% 25% 78-93-3 2-Butanone(ME K) 100 86 86% 100 99 99% 14% 70-130% 25% 74-97-5 Bromochloromethane 50 52 105% 50 53 107% 2% 70-130% 25% 109-99-9 Tetrahydrofuran(THF)_ 100 100 105% 100 120 122% is% 70-130% 25% 67-66-3 Chloroform 50 50 101 % 50 52 104% 3% 70-130% 25% 71-55-6 1,1,1-Trichloroethane 50 53 106% 50 55 110% 3 % 70-130% 25% 56-23-5 Carbon Tetrachloride 50 53 106% 50 53 106% 0% 70-130% 25% 563-5" 1,1-Dichloropropene 50 57 114% 50 57 115 % I % 70-130% 25% 71-43-2 Benzene 50 55 110% 50 55 ill % I % 70-130% 25% 107-06-2 1 2-Dichloroethane 50 48 97% 50 51 102 % 5 % 70-130% 25% 79-01-6 Trich loroethene 50 55 110% 50 55 110% 0% 70-130% 25% 78-87-5 1,2-Dichloropropane 50 55 109% 50 56 112% 2% 70-130% 25% 74-95-3 Dibromomethane 50 51 101 % 50 53 107% 5 % 70-130% 25% 75-274 Bromodichloromethane 50 50 101 % 50 53 106% 5 % 70-130% 25% 123-91-1 114-Dioxane 1000 1200 117% 1000 1300 130% 11 % 70-130% 25% I0061-01-5 cis-1,3-Dichloropropene 50 53 106% 50 55 110% 4 % 70-130% 25% 108-10-1 4-Methyl-2-Pentanone(MIBK) 100 93 93 % 100 110 106% 13 % 70-130% 25% 108-88-3 Toluene 50 55 110% 50 55 110% 0 % 70-130% 25% 10061-02-6 trans-1,3-Dichloropropene 50 40 80% 50 40 79% I % 70-130% 25% 79-00-5 1,1,2-Trichloroethane 50 49 97% 50 1 48 97% 0 % 70-130% 25% 127-184 Tetrachloroethene 50 52 105 % 50 49 99 % 6% 70-130% 25% 142-28-9 1,3-Dichloropropane 50 49 97% 50 48 96% 1 % 70-130% 25% 591-7" 2-Hexanone 100 81 81 % 100 88 88% 9 % 70-130% 25% 124-48-1 Dibromochloromethane 50 47 93% 50 46 93 % 0 % 70-130% 251 106-93-4 1,2-Dibromoethane(EDB) 50 48 95 % 50 49 98 % 3 % 70-130% 25% 108-90-7 Chlorobenzene 50 49 98 % 50 47 95 % 3 % 70-130% 25% 630-20-6 1,1,1,2-Tetrachloroethane 50 46 92% 50 44 87% 5 % 70-130% 25% 100 11-4 Ethylbenzene 50 51 101 % 50 48 97% 4% 70-130% 25% 108-38-3/10642-3 meta-Xylene and para-Xylene 100 100 102 % 100 97 97% 4% 70-130% 25% 95-47-6 ortho-Xylene 50 49 98% 50 47 95 % 4 % 70-130% 25% 100-42-5 Styrene 50 1 50 1 100% 50 47 95 % 5 % 70-130% 25% 75-25-2 Bromoform 50 49 1 98% so 50 99% 1 % 70-130% 25% 98-82-8 Isopropylbenzene 50 54 1 109% 1 50 54 107% 1 % 70-130% 25% Page 26 of 30 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL Quality Control Report Laboratory Control Samples LCS LCSD Category: EPA Method 8260E Instrument ID: MS-1 HP 5890 Instrument ID: MS-1 HP 5890 QC Batch ID: VM1-1752-SL Analyzed: 01-16-06 07:14 Analyzed: 01-16-06 07:48 Matrix: Soil Analyst: LMG Analyst: LMG Units: ug/Kg Page: 2of2 t CAS�I�um6er Analyte � C5E LCS Dup e licate` ca QC,Limas Y -��` +�"`e ry .< ?o i5prked Measunv( Recoveryy $pikedMeasuredrRecovery3RPD Spike RPDa 108-86-1 Bromobenzene 50 �52 103% 50 51 102 % 1�% 70-130% 25%� 79-34-5 1,1,2,2-Tetrachloroethane 50 50 101 % 50 54 109 % 7 % 70-130% 25% 96-18-4 1,2,3-Trichloropropane 50 55 110% 50 59 117% 6% 70-130% 25% 103-65-1 n-Propylbenzene 50 57 114% 50 56 112 % 2 % 70-130°! 25% 9549 8 2 Chlorotoluene 50 53 107% 50 53 7-7777o- 106% 1 % 70-130% 25% 108.67-8 1,3,5-Trimethylbenzene 50 52 j 104% 50 j 51 102 % 2% 70-130% 25% 106.434 4-Chlorotoluene 50 52 104% 50 52 103 % 1 % 70-130% 25% 98-06-6 tert-Butylbenzene 50 52 105 % 50 52 104 % 1 % 70-130% 25% 95-63-6 1,2,4-Trimethylbenzene 5o 54 107% 50 54 107% 0 % 70-130% 25% 135-98-8 sec-Butylbenzene 50 55 111 % 50 54 108 % 3 % 70-130% 25% 541-73-1 1,3-Dichlorobenzene 50 51 102% 50 51 102% 0 % 70-130% 25% 99-87-6 4-Isopropyltoluene 50 54 108% 50 52 104% 4% 70-130% 25% 106-46-7 1,4-Dichlorobenzene 50 50 99% 50 50 101 % 1 % 70-130% 25% 95-50-1 1,2-Dichlorobenzene 50 47 94% 50 51 101 % 7% 70-130% 25% 104-51-8 n-Butylbenzene 50 57 114% 50 55 111 % 3 % 70-130% 25% 96-12-8 1,2-Dibromo-3-chloropropane, 50 51 103% 50 54 108% 5 % 70-130% 25% 120-82-1 1,2,4-Trichlorobenzene 50 58 116% 50 57 114% 2% 70-130% 25% 87-68-3 Hexachlorobutadiene 50 59 118 % 50 1 55 110 % 6% 70-130% 25% 91-20-3 Naphthalene 50 48 95 % 50 51 101 % 6% 70-130% 25% 87-61-6 1,2,3-Trichlorobenzene 50 55 110% 50 55 109 % 1 % 70-130% 25% 75-65-0 tert-Butyl Alcohol(TBA) 1000 1D00 103% 1000 1300 127% 20% 70-130% 25% 108-20-3 Di-isopropyl Ether(DIPE) 50 51 102% 50 53 106% 5 % 70-130% 25% 637-92-3 Ethyl tert-butyl Ether(ETBE) 50 45 90% 50 49 1 97% 8 % 70-130% 25 994-05-8 tert-Amyl Methyl Ether(TAME) 50 42 84% 1 50 1 47 1 94%—, 12 % 70-130% 25% QC7$Itf[ te�'C01)1pOUt10� �,r. ��n .�,. is Sprket�,Measured ,Rgc(lvCr)� z iF _ QC Lfitllt5�'�_t : Dibromofluoromethane 50 42 85% 50� 45 90 % 70-130% 1,2-Dichloroethane-d4 50 38 76% 50 56 111 % 70-130% Toluene-de 50 51 102% 50 53 106% 70-130% 4-Bromofluorobenzene 50 53 106% 50 55 109 % 70-130 Method Reference: Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition,Update III(1996). Sample preparation performed by.EPA Method 5030B. Report Notations: All calculations performed prior to rounding. Quality Control Limits are defined by the methodology, or alternatively based upon the historical average recovery plus or minus three standard deviation units. Page 27 of 30 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 .A GRDUNDWATER ANALYTICAL Quality Control Report Method Blank Category: EPA Method 8260B Instrument ID: MS-1 HP 5890 QC Batch ID: VM1-1752-SB Analyzed: 01-16-06 08:22 Matrix: Soil Analyst: LMG Page: 1 of 2 44 CAS Number Z AnalyYP .. s. .w'.,, .`Goncentration, Notes ,llnrts , Reporhng omit 75-71-8 Dichlorodifluoromethane BRL ug/Kg 10 74-87-3 Chloromethane BRL ug/Kg 10 75-01-4 Vinyl Chloride BRL ug/Kg 10 74-83-9 Bromomethane BRL ug/Kg 10 75-00-3 Chloroethane BRL ug/Kg 10 75-69-4 Tri chi orofl uoromethane BRL ug/Kg 10 60-29-7 Diethyl Ether BRL ug/Kg 10 75-35-4 1,1-Dichloroethene BRL ug/Kg 5 76-13-1 1,1,2-Trichlorotrifluoroethane BRL ug/Kg 50 67-64-1 Acetone BRL ug/Kg 200 75-15-0 Carbon Disulfide BRL ug/Kg 50 75-09-2 Methylene Chloride BRL ug/Kg 50 156-60-5 trans-1,2-Dichloroethene BRL ug/Kg 5 1634-04-4 Methyl tert butyl Ether(MTBE) BRL ug/Kg 5 75-34-3 1,1-Dichloroethane BRL ug/Kg 5 594-20-7 2,2-Dichloropropane BRL ug/Kg 5 156-59-2 cis-1,2-Dichloroethene BRL ug/Kg 5 78-93-3 2-Butanone(MEK) BRL ug/Kg 50 74-97-5 Bromochloromethane BRL ug/Kg 5 109-99-9 Tetrahydrofuran(THF) BRL ug/Kg 50 67-66-3 Chloroform BRL ug/Kg 5 71-55-6 1,1,1-Trichloroethane BRL ug/Kg 5 56-23-5 Carbon Tetrachloride BRL ug/Kg 5 563-58-6 1,1-Dichloropropene BRL ug/Kg 5 7143-2 Benzene BRL ug/Kg 5 107-06-2 1,2-Dichloroethane BRL ug/Kg 5 79-01-6 Trichloroethene BRL ug/Kg 5 78-87-5 1,2-Dichloropropane BRL ug/Kg 5 74-95-3 Dibromomethane BRL ug/Kg 5 75-27-4 Bromodichloromethane BRL ug/Kg 5 123-91-1 1,4-Dioxane BRL ug/Kg 5000 10061-01-5 cis-1,3-Dichloropropene BRL ug/Kg 5 108-10-1 4-Methyl-2-Pentanone(MIBK) BRL ug/Kg 50 108-88-3 Toluene BRL ug/Kg 5 10061-02-6 trans-1,3-Dichloropropene BRL ug/Kg 5 79-00-5 1,1,2-Trichloroethane BRL ug/Kg 5 127-18-4 Tetrachloroethene BRL ug/Kg 5 142-28-9 1,3-Dichloropropane BRL ug/Kg 5 591-78-6 2-Hexanone BRL ug/Kg 50 124-48-1 Dibromochloromethane BRL ug/Kg 5 106-93-4 1,2-Dibromoethane(EDB) BRL ug/Kg 5 108-90-7 Chlorobenzene BRL ug/Kg 5 630-20-6 1,1,1,2-Tetrachloroethane BRL ug/Kg 5 100414 Ethylbenzene BRL ug/Kg 5 108.38-3/10642-3 meta-Xylene and para-Xylene - BRL ug/Kg 5 9547-6 ortho-Xylene BRL ug/Kg 5 10042-5 Styrene BRL ug/Kg 5 75-25-2 Bromoform BRL ug/Kg 5 98-82-8 Isopropylbenzene BRL ug/Kg 5 Page 28 of 30 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay,MA 02532 ti n M GROUNDWATER ANALYTICAL Quality Control Report Method Blank Category: EPA Method 8260B Instrument ID: MS-1 HP 5890 QC Batch ID: VM1-1752-SB Analyzed: 01-16-06 08:22 Matrix: Soil Analyst: LMG Page: 2 of 2 'CAS Number3 r',Analyte `r„ aCoricentratro'n Notes Umts`, , Iteportmggl�mrt .; 108-86-1 Bromobenzene BRL ug/Kg 5 79-34-5 1,1,2,2-Tetrachloroethane BRL ug/Kg 5 96-18-4 1,2,3-Trichloropropane BRL ug/Kg 5 103-65-1 n-Propylbenzene BRL ug/Kg 5 9549-8 2-Chlorotoluene BRL ug/Kg 5 108-67-8 1,3,5-Trimethylbenzene BRL ug/Kg 5 106-43-4 4-Chlorotoluene BRL ug/Kg 5 98-06.6 tert-Butylbenzene BRL ug/Kg 5 95-63-6 1,2,4-Trimethylbenzene BRL ug/Kg 5 135-98-8 sec-B utyl benzene BRL ug/Kg 5 541-73-1 1,3-Dichlorobenzene BRL ug/Kg 5 99-87-6 4-Isopropyltoluene BRL ug/Kg 5 10646-7 1,4-Dichlorobenzene BRL ug/Kg 5 95-50-1 1,2-Dichlorobenzene BRL ug/Kg 5 104-51-8 n-Butylbenzene BRL ug/Kg 5 96-12-8 1,2-Dibromo-3-chloropropane BRL ug/Kg 5 120-82-1 1,2,4-Trichlorobenzene BRL ug/Kg 5 87-68-3 Hexachlorobutadiene BRL ug/Kg 5 91-20-3 Naphthalene BRL ug(Kg 5 87-61-6 1,2,3-Tri chi orobenzene BRL ug/Kg 5 75-65-0 tert-Butyl Alcohol(TBA) BRL ug/Kg 200 108-20-3 Di-isopropyl Ether(DIPE) BRL ug/Kg 5. 637-92-3 Ethyl tert-butyl Ether(ETBE) BRL ug/Kg 5 994-05-8 ten-Amyl Methyl Ether(TAME) BRL ug/Kg 5 CSurro aleGtmi und`R S`tked Measureds'ReCQVe �; Dibromofluoromethane 50 45 91 % 70-130�% 1,2-Dichloroethane-d4 50 48 97% 70-130% Toluene-de 50 51 103 % 70-130% 4-Bromofluorobenzene 50 59 117 % 70-130% Method Reference: Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition,Update III(1996). Sample preparation performed by EPA Method 5035A. Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyze. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. Page 29 of 30 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay,MA 02532 GROUNDWATER ANALYTICAL Certifications and Approvals Groundwater Analytical maintains environmental laboratory certification in a variety of states. Copies of our current certificates may be obtained from our website: http://www.groundwateranal)iical.com/qualifications.htm r CONNEC1fICl7T, Department:of Health Services, PH.0586 Categories: Potable Water,Wastewater,Solid Waste and Soil http://www.d ph.state.ct.us/B RS/Environmental_Lab/OutStateLabList.htm fLORIQA D ; artment of Health Bureauaf Laboratories E87, Categories:SDWA,CWA, RCRA/CERCLA http://www.floridadep.orgAabs/qa/dohforms.htm u MAINE ,Department of Human Services, MA703 , Categories: Drinking Water and Wastewater http://www.state.me.us/dhs/eng/water/Compliance.htm MP►SS'ACHI�SETTS;Department of Envuonmental,Prot`ect�on, M MA'103 ; n' Categories: Potable Water and Non-Potable Water http://www.state.ma.us/dep/bspt/wes/fi les/certlabs:pdf :NE1N"N?►MP,SHlRE,Department of Enyjronmental Sen+ices, 302703 �sFrxF Categories: Drinking Water and Wastewater http://www.des.state.nh.us/asp/NHELAP/labsview.asp NEW Yt3RK;Department�f Health, 17754 M k Categories: Potable Water, Non-Potable Water and Solid Waste http://www.wadsworth.oreabcertlelap/comm.html PENNSXLVANIA0 onmen,a,Departmenf'of'fnvir Protection, Environmental Laboratory Registration(Non-drinking water and Non-wastewater) http://www.dep.state.pa.us/Labs/Registered/ RHO kE ISIAN:D,Department of Health, 54 Categories:Surface Water,Air,Wastewater, Potable Water,Sewage http://ww.w.healthri.oreabs/labsCT—MA.htm U:S..Department of AgncWture,Soil Pertbit, S-53921 Foreign soil import permit VERMONT,;Depa. merit of;Environmental Conservation,�Mater Supply Division Category: Drinking Water http://www.vermontdrinkingwater.org/wsops/labtable.PDF Page 30 of 30 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 NORFOLk RAM GROUP ENGINEERING THE ENVIRONMENT December 5, 2005 Via U.S. Mail Mr. John Klimm, Town Manager Town Offices 367 Main Street Hyannis, Massachusetts 02601 Re: Regulatory Submittals Residential Property 262 Bridge Street Osterville, Massachusetts 02655— DEP RTN 4-17488 Norfolk Ref. No. 764.1.1 Dear Mr. Klimm: On behalf of Albert Surprenant, this letter serves to notify you, as chief municipal officerfor the Town of Barnstable, of the completion and availability of the Phase II Comprehensive Site Assessment Report, and Phase III Identification, Evaluation, & Selection of Comprehensive Remedial Action Alternatives Report for the residential property located at 262 Bridge Street in Osterville. The report is available at the Commonwealth of Massachusetts, Department of Environmental Protection (DEP) Southeast Regional Office in Lakeville, for public review. This notification is being forwarded to you to comply with the Public Involvement requirements of the Massachusetts Contingency Plan 310 CMR 40.1403. If you have any questions regarding this matter, please feel free to contact Richard Learned or Joseph Salvetti at (508) 747-7900, extensions 151 and 127,.respectively. Very truly yours, Norfolk Ram Group, LLC Cn ® c-) -71 ' v; -•,' > ichard B. Le"Od Jos . alvetti, LSP a' �, _ roject Manager Senior iate Enclosures copy: 'Mr.,Albert Surprenant .,Barnstable Board- of Health Massachusetts DEP, BWSC, Southeast Regional Office NAProjects\764 Surprenant-Osterville\764.1\05corr\CMO_Ph2_Ph3.DOC ONE ROSERTs ROAD•PLYMOUTH,MASSACHUSETTS 02360• (508)747-7900 PHONE. (508)747-3658 FAx 25 BIRCH STREET,BUILDING B I MILFORD,MASSACHUSETTS 01757• (508)478-1276 PHONE. (508)478-1498 Fax W W W.N.ORFOLKRAM.COM y l�ORFOLK RA-M i GROUP ® ENGINEERING THE ENVIRONMENT September 27, 2004 i Via U.S. Mail Mr. John Klimm, Town Manager Town Offices 367 Main Street Hyannis, Massachusetts 02601 Re: Immediate Response Action'Completion Report Residential Property 262 Bridge Street Osterville, Massachusetts 02655 DEP RTN 4-17488 NRG Ref. No. 764.1 Dear Mr. Klimm: On behalf of Albert Surprenant, this letter serves to notify you, as chief municipal officer for the Town of Barnstable, of the completion'and availability of the Immediate Response Action (IRA) Completion Report for the residential property located 'at 262 Bridge Street in Osterville. The report is available. at the Commonwealth of Massachusetts, Department of Environmental Protection (DEP) Southeast RegionafOffice in Lakeville, for public review. This notification is being forwarded to you to comply with the Public Involvement requirements of the Massachusetts Contingency Plan 310 CMR 40.1403. i If you have any questions regarding this matter, please feel free to contact Richard Learned or Joseph S61vetti at (508) 747-7900, extensions 151 and 127, respectively. Very truly yours, r. N I folk Ram Group LLC Richard B. Learned JosOA etti, LSP Project Manager Sene NAProjects\764 Surprenant-Osterville\764.1\04corr\CMOIRAC.DOC Enclosures copy: Mr. Albert Surprenant ' Barnstable Board of Health is °+ Massachusetts DEP, BWSC, Southeast'Regional Office , ONE ROBERTS ROAD ®PLYMOUTH,MASSACHUSETTS 02360 ®(508) 747-7900 PHONE ® (508) 747-3658 FAX 100 KUNIHOLM DRIVE ®HOLLISTON,MASSACHUSETTS 01746 ®(508)429-2368 PHONE®(508)429-3246 FAX W W W.NORFOLKRAM.COM i f NARRATIVE TO ACCOMPANY NOTICE OF INTENT FOR Cape Cod Oyster Company 262 Bridge Street,.Osterville Mass. i Map 93 Parcel 21-1 i` The project proposes the conversion of Cape Cod Oyster's land based upweller system to a floating upweller system(commonly referred to as FLUPSY). The upweller system is used to culture small shellfish seed to the point where they are large enough to plant in their natural habitat. The project proposes the continued use of a flupsy and a work float in the western cove and to locate two flupsys in the eastern cove. The two flupsys in the eastern cove will require dredging of approximately 480.cubic yards of material to obtain i water volume under the upwellers. The dredge spoil will be de watered and disposed of i on site in the upland area adjacent to the existing bulkhead on the western portion of the property.The area required to distribute the spoil is approximately is a 120 foot by 120 r area approximately 1 foot.thick. This area will be replanted in accordance with the r approved landscape plan developed and submitted by P. Cole. ® For a detailed explanation of the upweller system and the system specifications please refer to the attached 2 page memo from Cape Cod Oyster dated 24 September 2004 Lastly the applicant proposes installing a pole for the nesting of Osprey. i 1 1 i 1 1 i i M r � - 1 i OYSTER 1 12 Enterprise Road•Hyannis, MA 02601 1 508-737-9258-Fax 508-771-3383- Email: capeoyster@verizon.net 1 To: Peter Sullivan From: Dave Ryan Re: Flupsy Bate: N September 2Q04 Cape C-od-Oy' ster Co. has appliedfoc permits to construct a dock and Floating Upweller System at 262 Bridge St. in Osterville. 1 CCOC-has been usingu weller floatin g p s y stems (FLIIPSYj in Osterville.and other locations for five years. The technology for the FLUPSY systems was developed priinanTy in the Cedar Key, FL area over the last ten years. CCOC has replaced its lgnd based upwelling system in Osterville which was in use since 1982 with a FLUPSY system. The Town of Barnstable Department ofNa-turarllesources also uses.a Flupsy System in rearing of juvenile shellfish in their propagation efforts. 1 ' A floating upweller system moves large volumes of-water through containers which hold juvenile shellfish. The water is moved with an electric motor, similar to those employed for water cirrculdion around-docks commonly called"Ice-Aways". In a land based, 1 upwelling system water is pumped considerable distances and height into a tank, where it is tFien�rcedtfirou containers fioldin sfi IIfi fi� � g � s seed.. 1 Advantages of Flupsy systems over land based upwelling systems include very low energy cost for pumping large volumes of-water, ainddoes not require considerable sp4ce 1 on the waterfront. Flupsy systems are often built to be part of a working dock. The land-based upwelling system used-fo-r many years in Osterville consisted of six fines, 1 each fine had two, 24' x 4' tanks, and considerable decking and walkways around the tanks. Each line had a flow of-about I W gallons ofwater per minute(gpm). At full capacity the system pumped 720 gpm. The FLUPSY system in use in Osterville right now is contained as part ofa 20' x 16' floating dock: There are two individual units.in the dock, each one moves over 1000 gpm. The FLUPSY is suspended under the dock to 1 a depth of about 3', depend—mg on the lo4d. The FLUPSY system designed and in use in Osterville has enabled us to oyster and Y hard clam seed to much larger sizes than was possible in our old system. grow. A FLUPSY,to a large degree, can eliminate an intermediate nursery system for shellfish seed. P r 1 1 r 1 Intermediate nurseries can be floating bags or underwater racks and `oyster bags'. From May though September 2004, over 20,000 pounds of oyster and clam seed was produced in the FLUPSY in Osterville. 1 The FLUPSY system Cape Cod-Oyster Co., designed, maintained, and used throughput 2004 can be considered a large biofilter. Several million juvenile shellfish filtered about 1 3,000,000 gallons, (more than 14 million liters) of water everyday. A volume of just,a 1 few pounds of seed in May turned into over 20,000 pounds by September. The shellfish I seed grew simply by filtering naturally occurring phytoplankton. This process removes large amounts of nutrient from the environment as it is converted into living oyster or 1 clam biomass. The amount of phytoplaankton tE t oysters can eat is quite impressive. Analysis of chlorophyll levels in FLUPSY systems and other nursery systems show that 1 oysters often clear just about all the algae even at bloom densities(greater than 200,Q00 algae cells per milliliter of water). Feeding activity of shellfish also speeds natural denitn`fication. I The Commonwealth of Virginia has expended-considerable resources to build living oyster reefs in the Chesapeake Bay and is encouraging waterfront property owners to grow what they call `oyster gardens in various systems under and around their docks,in an attempt to increase the population of oysters, which are recognized to be among the best filfers for an environment that is burdened-by Ugh levels of nutrient which results in ' damaging phytoplankton. The area of-tTie proposed new FLUPSY has been rcensed by the Massachusetts Division of Marine Fisheries and the Town of Barnstable as a shellfish ant in h grant the past. In the mi`3198UTs, the entire cove was usedfo-r floating bags andtrays as part of a:n oyster nursery. Cape Cod Oyster Company needs additional nursery space for oyster production.. A FLUPSY system appears to us to be the best way to expand tfie nursery, as opposed to floating bags or underwater racks. As stated earlier, the existing FLUPSY system is-filtering about 3,0fl0;006-galrons of-water per day. Based on our ovn ' calculations we do not believe the lagoon where the FLUPSY currently is used could support a second system. J 23�2003 4: 20NM No - HH N . 2 '2 COMMONWEALTH OF iv_kSSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION SOUTHEAST REGIONAL OFFICE, 20 RIVERSIDE DRIVE, LAKE'VILLE, MA 02347 508-946-2700 Gov f Rrrior 0 MNI'Y Go ELLEN ROY HERZFEL DER Governor Secretary FERRY HEALEY - 7:AWARD P.K[7NCE Lieutenant Governor Acting CommiHsioner June 23,2003 ` Mr.Albert Surprenant RE: OSTERVILLE 262 Bridge Street 262 Bridge Sticet.w Osterville, MA 02655 RTN 4-17488 APPROVAL TO CONDUCT IRA APPROVAL TO CONDUCT AN IM EDIATE RESPONSE ACTION M.G.L. c.21E and 310 CMR 40-0000 Dear Mr. Surprenant: On June 6, 2003 the Department of Environmental Protection, Bureau of 'Waste Site Cleanup, Southeast Regional Office (the "Department"), received a report entitled, "Itnrnediate Response Action Plan Modification" (IRA Plan) prepared by Norfolk Ram Group for the above- -referenced site. The IRA Plan submittal describes the installation of a remedial additive distribution system,,west of the borne and'injection points under the home around the furnace room. The application will consist of a predetermined volume of the 35% hydrogen peroxide solution and the iron catalyst applied to the remedial additive distribution system. The IRA Plan proposes to apply approximately 550 to 1,000 gallons of a 500 parts per million ferric chloride solution to prepare the groundwater, followed by the application of 550 to 1,100 gallons of the 35% hydrogen peroxide solution_ As stated within the Massachusetts Contingency Plan(MCP),written approval is iequired in accordance witb 310 CMR 40.0046 (3) for the application of remedial additives within 50 feet of a surface water body. Based upon Department review of the above referenced report, the Department hereby approves the;application of remedial additives with the following conditions: 1. Following injection of the hydrogen peroxide-solution, sampling and monitoring of the area (hydraulically down gradient) -shall bet conducted _to ensure that the _ concentrations•.of the petroleum hydrocarbons, remedial additives, and by-products of - remedial additives do not become mobilized and impact North Bay. This informaton is a-oiluble in alternate formal.Call hprel McCabe,ADA Cooidinulor st 1.617-556-1111.TDD Service.1.800-298-2207. DEP on the Wood Wide Web: htfp:fh W.mass,gov/dep Printed on Recycled Paper w23� 003 4 : 20PM No 3066 P- 3 RTN 4-17498 Page 2 of 2 Approval to Conduct IRA 2. If groundwater hydraulically down gradient becomes impacted above the GW-1, GW- 2, or GW-3 standard, injection of remedial additives shall cease immediately and assessment shall begin immediately of the potentially affected receptors, and if necessary,begin treatment as appropriate. 3. You shall provide notice, as required, to the Board of Selectmen, Fire Department, and the Board of Health prior to implementation of this JRA Plan. 4. Prior to ' construction, the applicant shall obtain authorization (i.e. emergency certification) under the Wetlands Protection Act from the Barnstable Conservation Commission.. Additional submittals are necessary with regard to .this notification including, but not limited to,the filing of an IRA Completion Statement and/or a Response Action Outcome(RAO) statement. The MCP requires that a fee of $750.00 be submitted to the Department when an R O statement is filed greater than 120 days from the date of initial notification. All inquiries regarding this matter should be directed to Mark Jablonski at the letterhead address or at (508) 946-28'19. All future communication regarding this matter must reference Release Tracking Nuuaber:4-17488.. Very truly yours, , Richard F. ackard, Chief , Emergency Response/ Release Notification Section P/MJ/re IRA/bridgc st-ostcrville i=a approval 4I7488 ec: Board of Health Board of Selectmen Fire Department Norfolk Ram Group,LLC . Attn: Joe Salvetti,LSP DEP-SERO Al TN: Millie Garcia Surette . Jonathan Hobill ` Jim Mahala ' Data Entry ! NORFOLK RAm GRoup ENGINEERING : ENVIRONMENT ! IMMEDIATE RESPONSE ACTION ' (IRA) PLAN MODIFICATION i Residential Property i 262 Bridge Street Osterville, Massachusetts 1 i �� R�C�w RTN 4-17488 D E C E 1 V E i6 1�03 (NRG Ref. No. 764.1) �v STAB�'E lid OW HEP� BARNSTABLE CONSERVATION June 6, 2003 Prepared for: Prepared by: iAlbert Surprenant Norfolk Ram Group, LLC 262 Bridge Street One Roberts Road Osterville, Massachusetts 02655 Plymouth, Massachusetts 02360 1 ONE ROBERTS ROAD• PLYMOUTH,MASSACHUSETTS 02360 (508)747-7900 PHONE• (508)747-3658 FAx i 100 KUNIHOLM DRIVE •HOLLISTON,MASSACHUSETTS 01746.(508)429-2368 PHONE.(508)429-3246 FAx W W W.NORFOLKRAM.COM rat • No1FoLK RAm GRoup ® ENGINEERING : ENVIRONMENT tJune 5, 2003 Commonwealth of Massachusetts MW Department of Environmental Protection Bureau of Waste Site Cleanup Southeast Regional Office 20 Riverside Drive Lakeville, Massachusetts 02347 j Re: Immediate Response Action Plan Modification Residential Property p Y 262 Bridge Street Fi Osterville, Massachusetts 02655 DEP RTN 4-17488 NRG Ref. No. 764.1 To the Department: On behalf of Albert Surprenant, Norfolk Ram Group; LLC, submits to the Commonwealth of Massachusetts, Department of Environmental Protection the enclosed documents: • Immediate Response Action (IRA) Transmittal Form (BWSC-105); • Immediate Response Action IRA Plan Modification p ( ) , and • Copies of public notifications. If you have an uestions lease contact Richard B. Learned or Y q , p Joseph.P. Salvettl at (508) 747-7900, extensions 151 and 127, respectively. Very Y trul yours, f Norfolk Ram Group, LLC Richard B. Learned Joseph P. Salvetti, LSP . Senior Project Manager Senior Associate NAProjects\764 Surprenant-Osterville\764.I\03corr\DEPIRAPLMOD.DOC. cc: Albert Surprenant Deborah M. Strattner, Farm.Family Frank Postma; CEA ONE ROBERTS ROAD o.PLYMOUTH,MASSACHUSETTS 02360 0 (508)747-7900 PHONE o (508)747-3658 FAx 100 KUNIHOLM o HOLLISTON;MASSACHUSETTS 01746 0 (508)822-5500 PHONE o (508.)822-1611 FAX WWW.NORFOLKRAM.COM i IMMEDIATE RESPONSE ACTION IRA PLAN MODIFICATION Residential Property 262 Bridge Street Osterville, Massachusetts i RTN 4-17488 (NRG Ref. No. 764.1) June 5, 2003 Prepared for: Prepared by: Albert Sur renant Norfolk p o olk Ram Group, LLC 262 Bridge Street °. One Roberts Road 'Osterville, Massachusetts 0265.5 Plymouth, Massachusetts 02360 4 r TABLE OF CONTENTS 1.0 INTRODUCTION ....................................:............................'.:........:..................1-1 a - 2.0 POTENTIALLY RESPONSIBLE PARTY INFORMATION ...:.........:.............:.....2-1 _ 3.0 DESCRIPTION OF THE RELEASE, SITE CONDITIONS AND SURROUNDING RE'CEPTORS ...............................:.......................................:.............................3-1 3.1 DESCRIPTION OF RELEASE ...............:............:..... ...............:.:...:......3-1 3.2 SITE DESCRIPTION AND SURROUNDING RECEPTORS:..................3-1 3.2.1 Institutions ...............................................................:.........:..........3-2 3.2.2 Surface Waters and-Wetlands 3.2.3 Drinking Water Supplies.:............:............::..................................3-2 3.2.4 Environmental Resource Areas.........:..........................................3-2 4.0 DESCRIPTION OF assessment ACTIVITIES CONDUCTED AT THE SITE .....4-1 5.0 IMMINENT HAZARD, CRITCAL EXPOSURE PATHWAYS AND'SUBSTANTIAL t RELEASE MIGRATION EVALUATIONS..... ................... - 6.0 CONCEPTUAL SITE MODEL..............................................................................6-1 7.0 MANAGEMENT OF REMEDIAL WASTE ..........................................................7-1 7.1 Soil ..........................:...................................:......:.............. ................7-1 7.2 Water :..................................:..........:......::.:.................:..........................7-1 7.3 Non-Aqueous Phase Liquid.....................:........................ ........................7-1 _ 8.0 IMMEDIATE RESPONSE ACTION PLAN MODIFICATION ............. .................8-1 8.1: Immediate Response Action Objectives......................................... .......8-1 8.2 Application of fenton's reagent ....8-1 9.0 IMPLEMENTATION ..•...•...•'• •'.. - SCHEDULE.................................................:..........:..........9-1 10.0 ENVIRONMENTAL MONITORING PLAN ................:......................................10-1 11.0 PERMITS.................................................................. ........................................11-1 12.0 SEAL AND SIGNATURE OF THE LICEN ED IT R -S SITE PROFESSIONAL 1 13.0 LIMITATIONS.. .:..... ..... i APPENDICES APPENDIX A FIGURES Figure 1-1 Site`Locus'Map w Figure 1-2 Site Map. Figure 3-1 MassGIS Natural Resources,Map APPENDIX B TABLES Table 4-1 TOV Concentrations in Soil APPENDIX C BWSC TRANSMITTAL FORM APPENDIX D PUBLIC NOTIFICATION 4 .0 INTRODUCTION Pursuant to 310 CMR 40.0424, on behalf of Albert Su'rprenant (the Site owner), Norfolk Ram Group, LLC (NRG) has prepared this Immediate Response Action (IRA) Plan Modification, concerning a release of oil and/or hazardous materials (OHM) at 262 Bridge Street in Osterville, Massachusetts (the Site). A Site Locus Map and a Site Plan are included as Figures 1-1 and 1-2, respectively in Appendix A. Consistent with 310 CMR 40.0000, the Massachusetts Contingency plan (MCP), NRG has been conducting emergency response and Immediate Response Action (IRA) activities at the Site since November 21, 2002. This work is in connection with the discovery of a release of No. 2 fuel oil within a crawlspace under the Site building. Pursuant to 310 CMR 40.0311(3), the release was considered a sudden or continuous release to the environment of a quantity greater than the Reportable Quantity for fuel oil specified as 10 gallons at 310 CMR 40.1600. As such, the release constituted a 2-hour notification condition to the. Massachusetts Department of Environmental Protection (DEP). Accordingly, NRG on behalf of the Site owner, notified the DEP on November 21, 2002 at 12:36 pm, and requested verbal approval to conduct an IRA. The DEP approved assessment and response actions including passive and active product recovery and limited excavation of. impacted soil. A Notice of Responsibility (NOR) was issued to the Site owner and to Sid Horton of Cape Cod Mechanical Systems, Inc. (CCMS), and Release Tracking Number 4- 17488 was assigned to the release. Pursuant to 310 CMR 40.0412(2), an IRA that includes an Imminent Hazard, Substantial Release Migration and Critical Exposure Pathways evaluations must'be conducted at sites where a release of OHM has occurred which requires notification to'the DEP within 2 hours. The purpose of the IRA is to determine the degree of hazard posed by the release, and the most appropriate containment or removal action: NRG, on behalf of the Client, submitted to the DEP an IRA Plan dated January 22, 2003, and an IRA Status.Report dated April 23, 2003. y 11 2.0 POTENTIALLY RESPONSIBLE PARTY INFORMATION Pursuant to 310 CMR 40.0424(1)(a), the entity assuming responsibility.for conducting the IRA and the Licensed Site Professional (LSP) of record, are set forth below. POTENTIALLY RESPONSIBLE PARTIES Albert Surprenant 262 Bridge Street Osterville, Massachusetts 02655 Telephone: (508) 428-8271 LSP OF RECORD Joseph P. Salvetti License Number 9546 Telephone: (508) 747-7900, extension 127 2-1 { �3 3.0 DESCRIPTION OF THE RELEASE, SITE CONDITIONS AND SURROUNDING RECEPTORS Pursuant to 310 CMR 40.0424(1)(b), a description of the release, Site conditions and surrounding receptors are as follows. t 3.1 DESCRIPTION OF RELEASE i A description of the release associated with RTN 4-17488 is as follows:. On November 21, 2002, NRG was contacted concerning the release of No. 2 fuel oil at the Site. Joseph P. Salvetti, a Licensed Site Professional (LSP), conducted a Site.visit to determine the potential source and the magnitude of the release. Representatives of CCMS were replacing the two fuel oil-fired furnaces when they noticed a fuel oil odor in the crawlspace. Upon inspection, they observed fuel oil pooled on plastic sheeting that covered the floor of the crawlspace at the location indicated on Figure 1-2, Appendix A. The fuel oil apparently escaped from a break in the secondary containment sleeve that encased the copper delivery line. This line ran from three 330-gallon above ground storage tanks (AST) located outside the building, along the ground,surface in the crawlspace, and to a furnace located at the opposite side of the Site building as indicated'on Figure 1-2, Appendix A. The containment sleeve ended at a reduction coupling that connected the Y2 inch copper line from the ASTs to a 3/8-inch copper line that connected to the furnace.. According to Mr. Horton, the ASTs were filled on November 2, 2002, and therefore, as much as 990 gallons may have been released. The Y2-inch copper line up to the coupling was replaced and the damaged line still in the containment sleeve was left on Site. The condition of the Yi-inch copper line was investigated on January 10, 2003, when representatives of CCMS, various insurance company representatives, a representative for the Site owner and a representative of NRG witnessed the removal of the line from the sleeve. Upon removal, an approximate 8-foot section of the copper line, starting at the reduction coupling was apparently corroded, and an apparent pin-sized hole was identified approximately 1-foot from the end. of the line. Sometime between November 2nd'and 21 st the line failed. 3.2 SITE DESCRIPTION AND SURROUNDING RECEPTORS The Site is a residential property located in a residential area of Osterville. According to the Barnstable Assessor's Office,the Site is referred to as Lot 021 001 on Assessor's Map 093, and has an area of 9.2 acres. There is one building on the Site (the Site building), which .was constructed in the 1940s. The Site building is a two-story wood-framed house with a short concrete block foundation, which.encloses the crawlspace. There are two furnaces' located in "Cape Cod" style cellars as indicated on Figure 1-2, Appendix A. Topography across the Site is level with an approximate elevation of less than 10,feet.. above the 1929 National Geodetic Vertical Datum (NGVD) as indicated on Figure 1,-1, Appendix A. 3.2.1 Institutions According to the Massachusetts Geographic Information Systems (MassGIS) Natural. Resources Map-attached as Figure 3-1, Appendix A, and NRG observations, there are no hospitals, health care facilities, orphanages, nursing homes, convalescent homes, educational facilities, or correctional facilities located within 500 feet of the Site. 3.2.2 Surface Waters and Wetlands According to the MassGIS Map, the Site is located in the Cap 9e_Cod drainage basin. The area of the Site where the Site building is-located is surrounded on three sides by a saltwater body called North Bay. The nearest surface water is a cove located less than 100' feet west of the Site building. The nearest wetlands are saltwater marshes also located within 100 feet of the Site building. 3.2.3 Drinking Water Supplies According to the e Barnstable Water Company and based upon the MassGIS Map, there are no registered public or private drinking water supply wells.located within 500 feet of the Site. The Site is not located within the boundaries of a current drinking water source area (DWSA), ,or the Zone A of a Class A surface water body used as a public water supply. p Pp .Y However, since it is located in a USGS-designated potentially productive aquifer on Cape Cod, the Site is within a potential DWSA. 3.2.4 Environmental Resource Areas Based upon the MassGIS Map, there are no areas of critical environmental concern (ACEC), Natural Heritage and Endangered Species Program.(NHESP) Priority Sites,of Rare Species Habitats & Exemplary Natural Communities, NHESP Estimated Habitats of Rare Wildlife,'or NHESP Certified Vernal Pools located within 500 feet of the Site: North Bay is considered a recreational shellfish area by the Massachusetts Division of Marine Fisheries and the Town of Barnstable Natural Resources Office. l 4.0 DESCRIPTION OF ASSESSMENT ACTIVITIES CONDUCTED AT THE SITE Pursuant to 310 CMR 40.0424(1)(c) a description of the IRA activities conducted at the Site areas follows. Assessment and response actions"conducted at the Site have been documented in the IRA Plan and the IRA Status Report. Since the submittal of the IRA Status Report, NRG has conducted regular NAPL gauging and recovery. From the end of January to the present, the NAPL thickness has typically been less than 3 inches in the impacted wells. This is a ' significant reduction from the 12 to 14 inches previously measured in December and January. This is most likely due to the tidal effects on groundwater creating a "smear"zone at the water table where NAPL becomes trapped in soil pores. The area where NAPL consistently has been observed is approximately 800 square feet. The main mechanism for the migration of NAPL in soil is the downward force of gravity. A smear zone can be �j created when the water table moves up and down due to twice-daily tidal fluctuations, f causing the oil to be smeared through the soil. If a '/2-foot smear zone is assumed and a pore space ratio of 30% is assigned to Site soil, then approximately 000 gallons of fuel oil could be stored in the pore spaces in an 800 square foot smear zone. NAPL trapped in soil below the.water table tends to remain in place. The: absence of NAPL in previously non- impacted wells would suggest that fuel oil migration has been restricted by the effects of . the smearing caused by the fluctuating water table. On February 24, 2003 NRG collected groundwater samples from monitoring wells MW-1 S, MW-1 D, SDDW-1, SDDW-2, DW-8, DW-9, and DW-11. The samples were collected using disposable bailers consistent with the DEP's Standard References for Monitoring Wells (Standard References). The samples were submitted to a certified analytical laboratory for extractable petroleum hydrocarbons (EPH), with the four fuel oil-related polynuclear aromatic hydrocarbons (PAHs) analyses consistent with the DEP's guidance document Characterizing Risks Posed by Petroleum Contaminated Sites: Implementation of the MADEP VPH/EPH Approach. None of the analytes included in the analytical methods were detected in the samples above the laboratory reporting limits. Therefore, it does not, appear that dissolved phase fuel oil constituents are migrating with groundwater flow to any, great extent. On May 12, 2003, excavation of NAPL-impacted soil was initiated as part of the IRA. Soil behind the Site building to the west was excavated to approximately 5 feet below grade and temporarily stockpiled on-Site pending future removal. This work removed soil above the groundwater smear zone and exposed the foundation footing. Below 5 feet, further impacted soil was encountered, and this material was excavated and loaded onto trucks for off-Site disposal at Aggregates Industries South Dennis, Massachusetts facility. The excavation removed significant NAPL-impacted soil to approximately 1 to 2.feet below the water table. The bottom of the excavation was filled with.13/4-inch stone to provide a base for fhe cribbing to support the Site building. During the period from May 13 to May 23, 41 2003, the house was supported on the cribbing and steel beams to facilitate further. excavation under the Site building and foundation. The foundation.,was removed across the back side of the Site building as indicated on Figure 1-2, Appendix A. On May 28, 29 AND June 2, 2003, impacted soil was removed using a vactor truck. Soil was vacuumed out from beneath the Site building, beneath the southern portion of the furnace room and beneath the foundation at the back of the building to the west. The excavation removed material from these areas down to the water table, and where possible soil was removed from beneath the water table. Grab soil samples were collected as the excavation proceeded and field-screened for total organic vapors (TOV) using a photoionization detector (PID) in the jar headspace method. Sample locations are indicated on Figure 1-2, Appendix A, and TOV concentrations are included in Table 4-1, Appendix B. Visual and TOV results suggest that impacted soil still exists beneath the furnace room and southern end of.the foundation behind the Site building as indicated,on Figure 1-2, Appendix A. The excavated soil was transported via the.vactor truck to Aggregates Industries' South Dennis, Massachusetts facility. When all accessible impacted material was excavated, NRG collected confirmatory soil samples from the sidewall of the excavation at the locations indicated on Figure 1-2, Appendix A. The soil samples were submitted to a certified analytical laboratory for EPH with the four fuel oil-related PAHs analyses. The.analytical results were.not available for ' this report. They will be included in the next submittal to DER r Prior to backfilling the excavation, NRG will install a remedial additive distribution system outside the Site building to the west and under the Site building. The system is designed to address both the residual impacts to soil beneath the furnace room and southern end of the foundation behind the Site building, and any residual dissolved phase OHM in groundwater. The system consists of: Nine 5-foot lengths of slotted PVC.well screen to be installed.at an angle around the perimeter of the furnace room; Three 5-foot lengths of slotted PVC well screen to be installed at an angle beneath the southern end of the foundation behind the Site building; Two 20-foot lengths of perforated 4=inch PVC pipe to be placed on'top of the 13/- inch stone behind the Site building to the west with 4-inch riser pipes at each,end extended to grade, Three existing driven wells to be located on the east side of the Site building (DW13, . DW14 and DW15); and Three 2-inch PVC injection/monitoring wells (MW-S, MW-6 and MW-7) installed. , under the Site building. The locations of these distribution system points are indicated on Figure 1_-2, Appendix A. 4-2 a NRG will also install 2-inch diameter PVC monitoring wells. (MW-2; MW-3, MW-4; MW-8, and MW-9) outside the Site building to the west-as indicated on Figure 1-21 Appendix A. A The monitoring wells will be constructed of 5-feet of 0.010-inch .slotted screen set approximately 4-feet into the'groundwater, and solid riser pipe to grade. The excavation will be backfilled with 13/-inch stone up to the elevation where the new concrete block Foundation footing.is to be constructed. I = i M1 . r . 4-3 5+.0 IMMINENT HAZARD, CRITCAL EXPOSURE PATHWAYS AND SUBSTANTIAL RELEASE MIGRATION EVALUATIONS As part of NRG's January 22, 2003 IRA Plan, Imminent Hazard (IH), Critical .Exposure Pathways (CEP)and Substantial Release Migration (SRM)Evaluations were conducted for the Site. Neither an IH nor CEP was identified. There is still no evidence these conditions exist at the Site. Based upon the information in January when the IRA Plan was prepared, the potential for SRM did appear to exist at the Site. Recent groundwater sampling and analysis has indicated that dissolved phase No. 2 fuel oil constituents have not migrated to perimeter wells as previously discussed. Site activities associated with NAPL removal and the effects of tidal fluctuations, are likely assisting to retard migration of OHM-impacted groundwater. Due to the close proximity of the release to the surface water in the cove, an SRM associated.with migration of dissolved phase fuel oil still exists. _ An SRM may also still exist at the Site due to vapors in the Site building mainly during times of excavation. NRG has not observed measurable TOV in indoor air; however, olfactory evidence of No.2 fuel oil vapors has been observed. The completion of the excavation and the removal of a significant portion of the mass of No. 2 fuel oil released should remove the potential of an SRM. The treatment of residual soil and groundwater impacts discussed below, as part of the RAM Plan Modification will also address the SRM threat. ram, •. e - - ' 51 6.0 CONCEPTUAL SITE MODEL NRG included a Conceptual Site Model in the IRA Plan. Based upon information collected since the IRA Plan was submitted, NRG's Conceptual Site Model has not changed except for the decision to excavate impacted soil followed by treatment of residual soil and groundwater impacts using hydrogen peroxide via Fenton's Reagent which is the purpose of.this IRA Plan Modification. S 6-1 x 7.0 MANAGEMENT OF REMEDIAL WASTE Pursuant to 310 CMR 40.0424(1)(f)the management of remedial waste is set forth below. 7.1 Soil Between May 12 and June 2, 2003, approximately 110 tons of excavated soil was transported under a Bill of Lading (BOL) to Aggregate Industries' South Dennis, Massachusetts facility between May 12 and 26,2003. The original BOL will be sent to the DEP when finalized. 7.2 Water To date, no OHM-impacted groundwater has.been removed at the Site 7.3 Non-Aqueous Phase Liquid Approximately 75 gallons of NAPL has been generated as art of the IRA since the Pp Y 9 g p submittal of the 120-day IRA Status Report. This NAPL will be mixed with dewatering liquid and transported under the UHWMs at a future date. 7-1 t ' i 8.0 IMMEDIATE RESPONSE ACTION PLAN MODIFICATION Pursuant to 310 CMR 40.0424(1)(e), the specific plan for IRA activities at the Site is set ti forth below. 8.1 Immediate Response Action Objectives i Pursuant to 310 CMR 40.0424(1)(e), the objectives of the proposed response actions at the Site are as follows: • treat residual impacted soil and groundwater beneath the Site building using a. hydrogen peroxide and catalyst solution via Fenton's Reagent, and • continue assessment activities to determine when 'a' condition of No Significant, Risk exists at the Site. 8.2 APPLICATION OF FENTON'S REAGENT NRG proposes an application of a 35% hydrogen peroxide and iron catalyst solution as a remedial approach to mitigate residual fuel oil resulting from the release. The mixture of hydrogen peroxide and iron is called Fenton's Reagent and behaves according to Fenton's Reaction. The following section showing the chemical reaction of hydrogen peroxide and iron (Fenton's Reagent) with hydrocarbons was taken from a Norfolk Environmental, Inc. technical paper, "Use of Hydrogen Peroxide as Remedial Additive for Petroleum Contaminated Soils" by B. Moran, et. al. H2O2 + Fe2+---> OH +OH-+ Fe3+ The generation of the hydroxyl radical creates a strong non-specific oxidizing reagent. The process of reaction is controlled by diffusion and is well documented in the literature. The overall reaction_ of hydrocarbons (RH)with the formed hydroxyl radical is as follows: _ RH + OH --> ROH + H+. and, RH + OH --> R+ H2O' Many side reactions also occur which generate, among other things, perhydroxyl (1­102);which is also highly reactive. These radicals add to:the oxidation of petroleum on-site or in situ and have been documented in several studies (Watts et al. 1993, Watts and Dilly, 1996, Kakarla and Watts, 1997) by the use of Fenton's reagent. The application will consist of a predetermined volume of the 35% hydrogen peroxide solution and the iron catalyst applied to the remedial additive distribution system previous .described. NRG proposes to apply approximately 550 to 1,000 gallons of a 500 parts per 8-1 ' million (ppm)ferric chloride solution to prepare the groundwater, followed by the application of 550 to 1,100 gallons of the 35% hydrogen peroxide solution.- Prior to the remedial additive applications, NRG will collect groundwater samples monitoring wells MW-1 S, SDDW-1, and proposed monitoring wells MW-6, MW-8 and MW- 9. The samples will be submitted to a certified analytical laboratory to characterize pre- remedial concentrations of EPH with the four fuel oil-related PAHs, pH, temperature, dissolved oxygen (DO), hydrogen peroxide,,total dissolved solids, and dissolved iron-as required by the MCP. The wells will include one upgradient and one,downgradient well. Note the groundwater flow direction across the Site is still being evaluated. Tidal fluctuations and probable existence of a groundwater lobe at the center of the peninsula TM where the Site building is located may result in a variation in flow direction. Approximately one week after the hydrogen peroxide application, NRG will collect a groundwater sample from the same wells discussed above, and submit them to a certified analytical laboratory for EPH with the four fuel oil-related PAHs analysis to evaluate the effectiveness of the remedial approach. If the concentrations still exceed the Method 1 Groundwater Standards, NRG proposes additional applications. NRG assumes a total of up to five applications may be required to reduce groundwater concentrations to a level of NSR. Between each application, the upgradient and downgradient monitoring wells will be tested for pH, temperature, DO, hydrogen peroxide, total dissolved solids, and dissolved iron. After the final application, soil samples will be collected from the Site to evaluate soil concentrations. Groundwater monitoring of the wells will continue on a quarterly basis to verify a level of NSR has been achieved at the Site with respects to impacted groundwater. -8-2 r . a 9.0 IMPLEMENTATION SCHEDULE Pursuant to 310 CMR 40.0424 (1)(e), the proposed schedule for the'IRA is set forth below. • No IRA Plan Mod�ficat�on Ta'skxDescription" Days after DEP Approval 1 Pre-Remedial Groundwater Sampling Day 1 2 Iron Catalyst Application Day 1• 3 Hydrogen Peroxide Application Day 1 tul 4 Post-Application Groundwater Sampling 2 weeks after Applications 5 Additional Applications Pending Post-Application Sam ling Results September 20 and Every 6 6 IRA Status Reports Months Thereafter: , 7 IRA Completion Report Within 60 days of IRA ` Completion ' Y n 9-1 10.0 ENVIRONMENTAL MONITORING PLAN ', Pursuant to 310 CMR 40.0424(1)(g);the Environmental Monitoring Plan is set forth below. If the Site building becomes occupied, NR,G will,periodically determine the quality of indoor air by measuring TOV with a PID consistent with the VPH/EPH Guidance Document. If ' i TOV concentrations are above the detection limit of,the instrument (1 part per'million by _ volume), NRG will collect indoor air samples for laboratory analysis. ., During soil-intrusive activities, NRG will monitor ambient air for TOV with a PID. 'TOV action levels will comply with NRG's Site-specific Health and Safety Plan (HASP). During application of hydrogen peroxide to groundwater, NRG will monitor the ro ress of- the g the reaction through changes in pH, temperature, dissolved oxygen '(DO), hydrogen peroxide, total dissolved solids, and dissolved iron. The•rate of hydrogen peroxide addition will be based upon the potential for the hydrogen peroxide to migrate with the intent to prevent substantial migration. To determine if'.migration of the hydrogen peroxide is occurring, during and.following'treatment NRG'will monitor the same parameters in wells. located away from the treatment area-as discussed.above. Air in the work area within the breathing zone -will,be monitor'ed for TOV using a PID. ', Accessible underground utilities will be monitored for explosive. ases usin9`,an LEL.meter. . y g ' ,. • - .. - `_ .. }.to P" a s 10-1 11.0 PERMITS Pursuant to 310 CMR 40.0424(1)(h), a discussion of federal, state and local permitting; requirements that will likely be required to conduct the proposed IRA activities is set forth below. NRG will coordinate with the Conservation Commission prior to initiating response'actions. No other federal, state or local permits have been identified by NRG to complete the proposed IRA activities. r . . e k .11 1 e 12.0 SEAL AND SIGNATURE OF THE LICENSED SITE PROFESSIONAL, Pursuant to 310 CMR 40.0424(1)(i), the seal and'signature of the LSP who supervised the preparation of the IRA Flan Modification are included on BWSC-105, Section H,, which is hereto attached. 12 1 a 13.0 LIMITATIONS F 1. NRG is not responsible'for the accuracy.of information provided,to NRG by third, parties. Except as otherwise stated in this report, NRG has not attempted to verify the accuracy'or completeness of any such information. 2. The data presented in this report, andNRG's opinions based on such data, is provided in accordance with.NRG's proposal for professional services and the terms and conditions between the Client and NRG pursuant to which the environmental professional services were rendered. The data reported and findings, observations and conclusions expressed in this report are limited by NRG's-scope of work, including the extent of.subsurface exploration and other tests. 3. This report is for the sole,use of the Client. Any reuse or reliance on this report by any other-third'party shall, be done onlywith.the written consent of. F NRG.' 4 4. The findings, observations, opinions, conclusions and recommendations are not intended to and do not imply a warranty or a guarantee and are based solely upon site conditions at the time of NRG's investigation. The findings, . observations, opinions, conclusions .and recommendations should not be considered an opinion concerning the compliance of any past or present owner or operator of the Site with any federal, state or local law or regulation. Nothing in this report constitutes a legal opinionor legal service and should not be relied upon as such. 13-,1 �A APPENDIX A FIGURES Figure 1-1 Site Locus Map Figure 1-2 Site Map Figure 3-1 MassGIS Natural Resources Map t� � �r r r r r r �r �r r ■r r � �■ r �■r rl � lama r Hs ) u .f Wa ' m '/z MILE d*•j a yam*� y�,�•t.,y.'i, � {- �� �� I �-�`• .. r f'..,4✓f f r `., ..� � O * * � fi'4'�l' • * 'yiR rwv a` 500 FEET ,' ' "�,� " • * ,. �' - ..i 3v •- A SITE ti �.eI Ito tq, a* rJ1 d`,._ 1 .1A. ... � * a>,as*i •ar • ♦*� !t'v asa ,` _^'+77 .Y eC.. 1�'R - � r •!i a, ! .r ' , � '• s �""0�., s * - � � � '., e� O 1' R ,y �� �� � • a, a•�,�* * A� �� � w�a* ��a�*y y*a y!! � a y • •�R `y�+ w. d. a�, �� + s g a •y •. s y u• s,•*MV cove z N','j' • '� -.,: ,r .. i', -g �R'` � - ��:y- •*'a�*y*o*.•yi •, ++y*i`tJV i .`.• r r. 't ✓' ter.> r ,f. t „7. �i''- ®a" '' ` b 1-1 O'XD%X'u OL K Figure Street Site Locus Map 262 Bridge Street GROUP N Osngl ille, Massachusetts R" Source: U.S.G.S. Quadrangle, Cotuit, MA, 1974 Contour Interval 10 feet(1:25,000) ENGINEERING : ENVIRONMENT MHD Roads Limited Access Highway t i Multi-lane Hwy,not limited access Other N umbered Hwy NMajor Road-Connector Minor Street or Road Track Trail j; Transmission Lines r{ } Pipeline 1 Pipeline Arbltrary Extension �,q�Powerline d v Powerline Arbitrary Extension d/ Ski Lift/Tramway Substation SITE " Landing Strip/Airport Trains 9 t }- CC Water Tab Is Contour t' # ;i; r•�t<NHESP Rare Species Habitat o NHESP Certified Vernal Pool ,E^ ./NHESP Rare Wildlife Habitat i Water Supplies ' 3 " (B Ground Water Surface Water Y Non Community Rivers&Streams ti. Solid Waste Sites ®®®ACE space /{ / ACE Cs 11 F=::;Zone A oZone Its Lakes&Ponds EM Water ° Wetlands a,. Post.Prod Aquifers Cape&Islands y' Paten.Prod.Aquifer N Non Pot..Drink.Water Src Area ass` Non Pot.Drinking Water Source'Area y =1 HIGH YIELD MEDIUM<YIELD 0 0.5 1 1.5 2 Mlles ORFOLK Figure 3-1 Mass GIS Natural Resources Map GRO262UP Bridge Street Osterville, Massachusetts ENGINEERING : ENVIRONMENT Source: MassGIS Data Viewer APPENDIX B TABLES Table 4-1 TOV Concentrations in Soil • 1t,.0 ' NORFOLK !!� One Roberts Road T'p� 100 Kuniholm Drive Plymouth,MA 02ad R'AA l GR®V 1 Holliston,-ol 0 rive 508-747-7900 508-429-2368 508-747-3658(fax) o ENGINEERING:ENVIRONMENT/ 50r8•429-3246(fax) CLIENT r. +Z"C• (�.2'. ' ?°a) a S JOB NO. r (L �- 4, PAGE (` 6C PROJECT _ DATE CHECKED DATE n DETAIL CHECKED BY COMPUTED BY cy t 5 _._.#.,__ £ S t 113 1 if —F , € 1 F i/ Al 56 l c', �. !�!.. � i�J �J j��� �!s'f� ��� �F p�J.�..:_�� I __....1._. F o,��.. - ,' € _ :I y� -•,- i _ r ._— t , s __ �.i.���°.t"�-`_._aa.,`'�� €�„a,JiTal'�;',. y:��"L'&, y ta.�•�'G4� ' �, ` .. .. aye wt:C "'l# sd A. � One Roberts Road N RF OLK100 Kuniholm Drive Plymouth,MA 02360 ARAm508-747-7900 GR®l.J.0 Holliston,MA 01746 508-747-3658(fax) a ENGINEERING:ENVIRONMENT 508-429-2368 508-429-3246(fax)1 (CLIENT O.R�.i w .�2�Y?" k=1�.� r� JOB N �L - a j PAGE t PROJECT DATE CHECKED ,DATE_ J /GS DETAIL CHECKED BY COMPUTED BY ` ! ? ! G�Ljt�Y'f r��:;�Ga•l �Zi`!.2€f�i d �!+ + # € !. i • i i -�i.� _.�._ 'J �S _ _... . s `. i 1 E e i ell 144 1y� J " _ ! 3 . i t i € \t + i 'j '£ t I` ..,�._._..F..,.._`T—�'--,ti"-- „_•.J.., ttt III I t } r , F T� One Roberts Road NOR FOLK O`K • w w J��►!1 1 e j G1\O V 1 HollistonA 01746 100 Kuniholm Drive Plymouth,MA 02360 ,M 508-747-7900 � 508-429-2368 �} 508-747-3658(fax) o ENGINEERING:ENVIRONMENT 508-42Wig-2 (fax) CLIENT JOB NO. � `I l C. ! _ PAGE 3 'Z�L PROJECT -�Gri �t�-c�z�Q �-{: © - 4 13 k DATE CHECKED DATE_Ia9/1:3 DETAIL CHECKED BY _ COMPUTED BY'- 4 ItI # -T .. .. - --SSA� I �, i , 1 y� - - s a j � 3_._� -- � - -�-_ �•�� ,41'-` +���-Gi?S�� .�` ���1.�... ;'��-�sa�. S�:(`_-� ' p!F�.d:�....:G.t -- ' - -� �74Z0 yv. �'�� �.5, 1 f I t t #.._ i t k_ ���.T---r— �^ C fv!�� SaJ����ti_ o `�-*� �_7-���w�-?-_�.�3__._._r��Lt/`l�f✓-� ��F LT i _ wo i.L '�: I__ ; � � .._...._—f --f'--._,—...s, t t i.-._ t_._._—1 —^-.i_._.. ? ME,�.�1����d GS� _?c.r✓�•C Alk l' Y r•--+7-- -_; ll�.v�F� ICJ U �A' j r.SAC �n m-_ i # __.i .r� - �� 1�4br� 6 Q 1 } I lu 0.0C t One Roberts Road NORFOLK Plymouth,MA 0 ARAM GROUP r Holliston,,MA 01746 100 Kuni Drive Holliston,MA 508-747-7900 508�29-2368 508-747-3658 fax ENGINEERING:ENVIRONMENT (fax) 506-429-3246(fax) CLIENT JOB NO. �C PAGE PROJECT _ f.c VL. � (`��-t� �I ` DATE CHECKED_ DATE 3�03 DETAIL CHECKED BY COMPUTED BY- -4jam✓, " 40� �„� t_ � � t S s it _ t _..r...—i...a�— ��i .�-(�.�y.. _. ..Gv t "�Ys•�_ ��� r-1.5 7 I Vit i I M' _�" _._' IL je- � f � �F' ..a_.__._ i i i i ! 6' ! I 1 ( � s .1 I S�_� � —VI i 3 !• _-. 55.5s # •SE.�c' © -( Gt S5 3 I c`I S GPI �Qne t i } € {' ! F__�_�..._�..V.—�.•+ter•-..-.. _.�. Fes..-.-5--.-._. II'�"•- I I# t T ...�-_.._..`i_..__t_ •a L.. '' - !1 I I � F - f t � _- ••t F. !' j I 3 ! APPENDIX C BWSC TRANSMITTAL FORM Massachusetts Department of Environmental Protection BWSC-105 Bureau of Waste Site Cleanup IMMEDIATE RESPONSE ACTION-(IRA) Release Tracking TRANSMITTAL FORM i 4 - �74s8 Pursuant to 310 CMR 40.0424-40.0427(Subpart A. RELEASE OR THREAT OF RELEASE LOCATIU . yj Release Name: Res;dent;a l (optional) Street: 262 Rr�c7a_e StrPPt _ __— Location Aid: _ City/Town: nRtervi l l e ZIP 026a5-00On Code: ❑ Check here if a Tier Classification Submittal has been provided to DEP for this Release Tracking Number. Check here if this location is Adequately Regulated, pursuant to 310 CMR ❑ 40.0110-0114. Specify Program:❑ CERCLA ❑ HSWA Corrective Action ❑ Solid Waste Management ❑ RCRA State Program(21C Facilities) Related Release Tracking Numbers That This IRA _ B. THIS FORM IS BEING USED TO: (check all that apply) �a �7 • �i Submit an IRA Plan(complete Sections A, B, C, D, E, H, I,J and K). Check here if this IRA Plan is an update or modification of a previously approved written IRA Plardate - Submitted: ❑ Submit an Imminent Hazard Evaluation(complete Sections A, B,C, F, H, I,J and K). ❑ Submit an IRA Status Report(complete Sections A, B, C,E, H, I,J and K). )I Submit a Request to Terminate an Active Remedial System and/or Terminate a Continuing.Response Action(s)Taken to Address an Imminent Hazard(complete Sections A, B,C, D, E, H, I,J and K). ❑ Submit an IRA Completion Statement(complete Sections A, B; C, D, E,G, H, I,J and K). You must attach all supporting documentation required for each use of form indicated, including copies of any Legal Notices and Notices to Public Officials required by 310 CMR 40.1400. C. RELEASE OR THREAT OF RELEASE CONDITIONS THAT WARRANT 'R&ify Media and Receptors Affected: (check all that apply) Air Groundwater ❑ Surface Water ❑ Sediments Soil D Wetland ❑ Storm Drain ❑ Paved Surface Private Well ❑ Public Water Supply E] Zone 2 ❑ Residence ❑ School ❑ Unknown ❑ Other Specify Identify Conditions That Require IRA, Pursuant to 310 CMR 40.0412: (check all that ® 2 Hour Reporting Condition(s) apply) 72 Hour Reporting Condition(s) ❑ Substantial Release Migration ❑ Other Conditions) Describe madden cz i nterm;ttPnr _YPl ease Qf NQ ? fueLoi7___ �rtab_le_ ua�tit a Identify Oils and Hazardous Materials Released: (check all that Oils Chlorinated I❑ e apply) ❑ Solvents Heavy Metals Others Specify: Na_ 2 f1,Pl Qj_ a D. DESCRIPTION OF RESPONSE ACTIONS: (check all that apply) Assessment and/or Monitoring Only Deployment of Absorbent or Containment Materials ® Excavation of Contaminated Soils ❑ Temporary Covers or Caps ❑' Re-use, Recycling or Treatment ❑ Biore mediation O On Site �_ Off Site Est.Vol.:----3 00___ cubic yards Soil Vapor — - ._ .- ----- -- ❑ Extraction Describe ❑ Structure Venting System i Store 0 On Site v Off Site Est.Vol.: _- __--_cubic yards Product or NAPL ❑ Recovery Landfill O Cover C Disposal Est.Vol.:_.___—__cubic yards Groundwater Treatment Systems Removal of Drums,Tanks or Containers ❑ 'Air Sparging , Describe _ _ ❑ Temporary Water Supplies SECTION D IS CONTINUED ON THE NEXT PAGE. Revised 2/24195 Supersedes Forms BWSC-005, 006, 010(in part) and 011 Page 1 of 3 Do Not Alter This Form Massachusetts Department of Environmental Protection BWSC-105 j Bureau of Waste Site Cleanup, IMMEDIATE RESPONSE ACTION (IRA) Number Tracking TRANSMITTAL FORM I�I - 17488 - Pursuant to 310 CMR 40.0424-40.0427 (Subpart D. DESCRIPTION OF RESPONSE_ACTIONS (contin ed): - , jEl Removal of Other Coitaminated Media Temporary Evacuation or Relocation of 3 ❑ Residents Specify Type and -NAPT-2etxol euiTL--Impact,ed—GrcivndTetater ❑ Fencing andSign Posting Volume: (� Other Response Actions Describe Check here if this IRA involves the use of Innovative Technologies(DEP is interested in using this information to aid in creating an Innovative Technologies Clearinghouse). Describe E. TRANSPORT OF REMEDIATION WASTE: (if Remediation Waste has been sent to an off-site facility,answer the following questions) Name of Soi] -A� re�at�e _—__ —____�7APL/wager—Olsen s�re�nh<zl�sea _ a Facility: Town and Da�, MA State: — _--- Quantity of Remediation Waste Transported to _11�t~onsa— Date: ---- -- -- F. IMMINENT HAZARD EVALUATION SUMMARY: (check one of the following) Based upon an evaluation, an Imminent Hazard exists in connection with this Release or Threat of Release. ` Based upon an evaluation, an Imminent Hazard does not exist in connection with this Release or Threat of L✓i Release. Based upon an evaluation, it is unknown whether an Imminent Hazard exists in connection with this Release or Threat of Release, and further assessment activities will be undertaken. Based upon an evaluation, it is unknown whether an Imminent Hazard exists in connection with this Release or Threat of Release. However, response actions will address those conditions that could pose an Imminent Hazard. G. IRA COMPLETION STATEMENT: ❑ Check here if future resp onse actions addressing this Release or Threat of Release will be conducted as part of the Response Actions planned for a Site that has already been Tier Classified under a different Release Tracking Number, or a Site that is identified on the Transition List as described in 310 CMR 40.0600(i.e., a Transition Site,which includes Sites with approved Waivers). These additional response actions must occur according to the deadlines applicable to the earlier Release Tracking Number(i. e.,Site ID Number). - State Release Tracking Number(i. e.,Site ID Number)of Tier Classified Site or Transition Site: —If any Remediation Waste will be stored,treated,managed, recycled or reused at the site following submission of the IRA Completion Statement,you must submit either a Release Abatement Measure(RAM)Plan or a Phase IV Remedy Implementation Plan,along with the appropriate transmittal form,as an attachment to the IRA Completion Statement. H. LSP OPINION: 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(iii)the provisions of 309 CMR 4.03(5),to the best of my knowledge, information and belief, > if Section B of this form indicates that an Immediate Response Action 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. 21E and 310 CMR 40.0000 and(iii)complies(y)with the identified provisions of all orders, permits, and approvals identified in this submittal; > if Section B of this form indicates that an Imminent Hazard Evaluation is being submitted,this Imminent Hazard Evaluation was'developed in accordance with the applicable provisions of M.G.L. c.21 E and 310 CMR 40.0000, and the assessment activity(ies)undertaken to support this Imminent Hazard Evaluation complies(y)with the applicable provisions of M.G.L.c.21 E and 310 CMR 40.000.0; > if Section B of this form indicates that an Immediate Response 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.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)complies(y)with the identified provisions of all orders, permits, and,approvals identified in this submittal; > if Section B of this form indicates that an Immediate Response Action Completion Statement or a Request to Terminate an Active Remedial System and/or Terminate a Continuing Response Action(s) Taken to Address an Imminent Hazard 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)complies(y)with the identified provisions of all orders,permits,and approvals identified in this submittal. SECTION HIS CONTINUED ON THE NEXT PAGE. Revised 2/24/95 Supersedes Forms BWSC-005, 006, 010(in part) and 011 Page 2 of 3 Do Not Alter This Form _ Massachusetts Cal}amen¢ of Envlronment�al ProEection Bureau of Waste Site Cleanup BWSC-105 IMMEDIATE RESPONSE ACTION (IRA) D ElTRANSMITTAL FORM Release Tracking Number Pursuant to 310 CMR 40-0424.40.0427(Subpar t Dj 4 - 17488 H. LSP Opinion (cortijnued): , I e f aware that significant penalties may result,including,but not Ilmited to,possible tines and Imprisonment,if I submit information 'I be false,inaccurate or materially Incomplete, 33e i ormation which i know to Check hen=if the Response Action(s)on which his is based,if any,are(were)subject to any i55t1r?r!by fiFP nr FPp, if ttio opinion bax is ehoekod;you MUST att®eh a staten�C,:t idoldiryiriy div dppifu LSP d/or approvals) Name. � _ Sa 1 v_�rt` -- LSP it: q SG s Stamp; Tolophono 5.0 a ^t r'1 2 n n n JOSEPH G FAX; P. 4 {optional) SALVETTI N®.9W Signature: G ,p Date: S ------ _ -- ��� 'Q= f -- t I. PERSON UNDER AKING IRA Name of Organization: — Name of �lhert`�.t�-nrar Contact: Title: _O1 Street-252�r� m pr Rz 9e City/Town: �6.tPrlra l'a —�-----�_.. — State �'`'I�_ , Telephone: ZIP.Code:-aLS �^0 P -5�&.=.428=A2.71 Ext.: _ FAX: _ (` Check here if there has been-a change in the person undertaking the IRA. (optional) J. RELATIONSHIP TO RELEASE OR THREAT OF RELEASE OF PERSON UNDERTAKING IRA: (check one) RP or PRP. Specify . Owner (�i operator .� Generator. Fiduniary,SPr'-11rRd I r nriPr nr MUnlct.a \ TranspQrier Other RP or. .. PRP: r ilt}r with Exempt Stotuc(oc doflnod by M.C.L.a.21 E, Agency or Public Utility on a Right of Way(as defined by M.G.L.c.21E An other Person Undertaking IRA Sppcify . ..7otmy n h' FICATION OF PERSON UNDERTAKING IRA: _ ul-- attest under the pains and penalties of er'uwith the information contained in this submatal, nciuding any and all documents accompanying this transmittal form,(li}that,based cr,f those individ P 1 ry{i)that i have personally examined anduals immediat y responsible For obtaining the tnfonnaion,the material information contained in this submRtat is,to thenawled�ge and beliet,true,- rate and complete,and ni)that!am fully authorized to make this attestation on behalf miof the entitynsible.or this submittal. the pens including,butte lim' sib $� �oT&oh wnose behalf this submittal is made amlis aware that there are significant penalties, "t a im risonment,for willfully submitting false,inaccurate,or incomplete information. & s 3y (signature) , %' Title: nwnar For � ``� �. (print name of person or crVy rsca;ded In etd — Date: � -� / c�� Enter address of the person providing ce tificatior,if different from address recorded in Section is Street: Cityr town: \ A Telephone: 71P Ext. FAX _ YOU f4iUST COMPLETE ALL' (optioRELEi/ANT SECTIONS Oali F THIS FORMnOR L EP MAY TURN THE INCOMPLETE. IF YOU SUBMIT AN INCOMPLETE FORM,YOU MAY.8E PENALIZED FOR MISSING NT AS A REQUIRED DEADLINE, Revlssd zzargs Siaperse es arms B 5, t706, 010 in par)arty 091 Page 3-0 f 3 Do Not Alter This Form. APPENDIX D PUBLIC NOTIFICATION i 2 1 .1 �® ®LK RAm GRoup ENGINEERING : ENVIRONMENT June 5, 2003 a Via U.S. Mail Mr. John Klimm, Town Manager Town Offices 367 Main Street Hyannis, Massa chusetts achusetts 02601 Re: Immediate Response Action- Plan Modification Residential Property 262 Bridge Street Osterville, Massachusetts 02655 DEP RTN 4-17.488 NRG Ref. No. 764.1 Dear Mr. Klimm: On behalf of Albert Surprenant, this letter serves to notify you, as chief municipal officer for the Town of Barnstable, of the completion and availability of the Immediate Response Action(IRA) Plan Modification for the residential property located at 262 Bridge Street in Osterville. The report is available at the Commonwealth :of,Massachusetts, Department of Environmental Protection (DEP) Southeast Regional Office lin Lakeville, for public review. This notification is being forwarded to you to comply with the- Public Involvement requirements of the Massachusetts Contingency Plan 310 CMR 40.1403. If you have any questions regarding this matter, please feel free to contact Richard B. Learned or Joseph P. Salvetti at (508) 747-7900, extensions 151 and 127,. respectively. " Very truly yours, Norfolk Ram Group, LLC AI Richard B. Learned Joseph P. Salvetti, LSP Senior Project Manager Senior Associate N:\Projects\764 Surprenant-Osteruille\764.1\03corr\CMOI RAP LM0D.DOC Enclosures cc: Mr. Albert Surprenant Barnstable Board of Health Massachusetts DEP, BWSC, Southeast Regional Office ONE ROBERTs ROAD® PLYMOUTH,.MASSACHUSETTS 02360. (508)747-7900 PHONE® (508).747-3658 FAx 100 KUNIHOLM® HOLLISTON,MASSACHUSETTS 01746 i (508)822-5500 PHoNE. (508)822-1611 FAX WWW.NORFOLKRAM.COM Norfolk Ram Group, LLC One Roberts Road Plymouthj MA 02360 - (508) 747-7900 ' , 1 Fax: (508) 747-3658 . f --- - No.— -- © f �' Fee---------- BOARD OF HEALTH TOWN OF BARNSTABLE Appricat ion,forVell Cootruct ion Permit Application is hereby made for a permit to Construct ( o'), Alter ( ), or Repair ( )an individual Well at: ai,a 13, sr, o s ,L,I�, _ O 0133_0 1 o0 — p Location — Address Assessors Map and Parcel Q — J N f /t (� / Owner // �l — Address DA Scu N 9V C l` P1 L.!1 /4!i/ '�/6 7 l.�V Itu's - _Dr -P_ ==- - - - ---- _ ------------------ nstaller — Driller � �— Address Type of Building Dwelling -----------_____ Other - Type of Building No. of Persons------------------- ---- L u Type of Well — Capacity Purpose of Well--L—GG Agreement: The undersigned agrees to install the aforedescribed'individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation until a Certificate .of Compliance has been issued by the Board of Health. Sig ate ���e��-- -- ---=�-i��o,� --- d 11 Application Approved ----- Li I B., )a:3 date Application Disapproved for the following reasons: date Permit No. J 2o=3 --o L �� — Issued ------ ----------- date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate ®f Compliance THIS IS TO ERTIFY, That the Individual Well Constructed (,I, Altered ( ), or Repaired ( ) bc --�- -- Installer —at ,` ) /3 f1 4 e g-r, has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. ------Dated----THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE-- Inspector-------------- —__ k�Jtoo --0 1 e�-- _ �j---------- No.------------ -- Fee-- l i BOARD OF HEALTH ,..TOWN OF BARNSTABLE ZIppYicat ion,forVell Contruct ion Permit Application is hereby made'for a permit to Construct (-1, Alter ( ); or Repair ( )an individual Well at: Location — Address Assessors Map and Parcel Owner Address ------------ Installer - Driller — —~ Address Type of Building Dwelling --- --------- Other - Type of Building-- -----_ No. of Persons-- --------- ------ Type of Well !t/r'Ga Purpose of Well----- ---- -_-_;L� — Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to place the well in operation until a Certificate oofffCompliance has been issued by the Board of Health. Sig date), Ly 1-7 Application Approved By — __— __ date Application Disapproved-for the following reasons: ------------------ ---- - _.--____.—._--------------- date,— _ Permit No. 2W - o — Issued_---_-9---�-��D- ---- - date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of Compliance THIS IS TO CERTIFY, That the Individual Well Constructed Altered ( ), or Repaired{ ) AG[trviv Installer at /3 e ST ' has been installed in accordance,with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. ---------- -Dated---- ------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE--- Inspector-------- ----- - —------- BOARD OF HEALTH TOWN OF BARNSTABLE . - Verf Contruct ion Permit W o3 � • 5 No. --____ 1 Fee Permission is hereby granted S�`"'�'' __ _—__ --______—_ to Construct (111, Alter (. ), or Repair ( ) an Individual Well at: No. a G a 4/,.(,c S ]` . Street as shown on the application for a Well Construction Permit No.- —� Dated--- -_Ll -- ----- ---------------------- DATE w,-7 Board of Health _— , loTORFOLK RAM GROUP ENGINEERING : ENVIRONMENT June 5, 2003 Via U.S. Mail T0114'hy , F 6 Mt -GiABLE1( 7 OYiF I-d 4 1F:_:I I—R Mr. John Klimm, Town Manager Town Offices '03 JUfd 10 f'3 367 Main Street Hyannis, Massachusetts 02601. ; Re: Immediate Response Action Plan Modification Residential Property 262 Bridge Street Osterville, Massachusetts 02655 DEP RTN 4-17488 NRG Ref. No. 764.1 Dear Mr. Klimm: On behalf of Albert Surprenant, this letter serves to notify you, as chief municipal officer for the Town of Barnstable, of the completion and availability of the Immediate Response Action(IRA) Plan Modification!fdr<the residential:'p"roperty=1ocatedgat-262::Bridge Street in Osterville. The report is'available at,'the -*Cor`m—onwealth of Massachusetts, Department of Environmental Protection (DEP):Southeast,Regional Office in Lakeville, for public review. This notification is being forwarded to you to comply with the Public Involvement requirements of the Massachusetts Contingency Plan 310 CMR 40.1403. If you have any questions regarding this matter, please feel free to contact Richard B. Learned or Joseph P. Salvetti at (508) 747-7900, extensions 151 and 127, respectively. Very truly yours, Norfolk Ram Group, LLC Richard B. Learned Joseph P. Salvetti, LSP Senior Project Manager Senior Associate NAProjects\764 S urprenant-Osterville\764.1\03corr\CMOI RAPLMOD.DOC `Enclosures ;? ;. ... - .'r". .• .: ;�. ::_ ,. , :.. .. .. _.'l; . ... .-t. i. k •{{ t ?. ... ...ter. y . . [1, 2 :S .," cc: Mr. Albert Surprenant °Ba'fttable Board,of�Health ,; Massachusetts DEP"�BWSC,k Southeast Regional:Office ,;4;. ,., ,:. .. ONE ROBERTS ROAD• PLYMOUTH,MASSACHUSETTS 02360• (508)747-7900 PHONE. (508)747-3658 FAx 100 KUNIHOLM• HOLLISTON,MASSACHUSETTS 01746• (508)822-5500 PHONE. (508)822-1611 FAx WWW.NORFOLKRAM.COM CERTERVILLE-USTERYQLE-MARSTURS MILL FIRE DISTRICT a. 1875 ROUTE 28 CFS3TERVILLE, MA 02632. r (508) 7 y[i-23 0 1fAK (508)'79U-23R�t OILIHAZARDOUS MATERIAL RELEASE'1F' F.A* 02 F f1AR5':' LOCATION: ADDRESS OF RELEASE:— 262 Rridap- Strept Ontervhl l e, 74A 02655 DATE OF RELEASE:._IInknawn PRODUCT RELEASED' #? M-el ILl ESTIMATED QUANTITY: Dfnkrsrs�+ CORRECTIVE ACTION TAKEN BY RESPONSIBLE.PARTY: TSP nntifipd nrArlpr agernnipc XovfnuRn"d Grnyp: (SOS)-jA7-jgnQ - - NOTIFICATIONS: FIRE DEPARTMENT: YES( NO( .) D ATE' TIME NATIONAL RESPONSE CENTER YES( ). NO( ) DATE:--TIME. DEPT.OF ENVIRONMENTAL PROTECTION YES( NO( ) DATE: •TIME:. by LSP OIL SPILL COORDINATOR: YES(. ) DATE:-TIME-- by LSP TOWN BOARD OF HEALTH: YES( ) NO( ) DATE' TIME TOWN HARBORMASTER: YES( ) NO( ) DATE:-TIME- OTHER AGENCIES' t COMMENTS Not_ified .by Mr. Jae Salvetti (Norfolk/Rangy Group) of leaking fupl nil 7hfip undpr the living room of above address Oil leak- fnr unknown porind of time_ Mr_ Salvet i. imateg that an antimatA d (,M-ffln gal l nnn had l pAkpd_into„grrmnd nil al san fminA in watpr tahl p, but- is holding sate-aft nn the tjtn_ Clpan-alnp romnanq artivply and a rgr^ppggivp Z ennthsc-tiny ram_ mpdiatinn. npprationa_ Oil rprnvery MM in in operation at r am^ eitp Fnyirn-pafp in yzjgiting the A.- nprindi -allx to rp- *eL _rorn=plrpJ nil _ REPORTED BY Gl pn $ wi l rug 7ypn HATE' 171 1.9-09 WHITE COPY—FIRE DEPARTMENT YELLOW COPY—D.E.P. PNK COPY-BOARD QF HEl4!TH C=O—MM FORM #58 I, �r COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION SOUTHEAST REGIONAL OFFICE 20 RIVERSIDE DRIVE,LAKEVILLE,MA 02347 508-946-2700 JANE M.SWIFT BOB DURAND Governor Secretary LAUREN A.LISS . Commissioner GAL MATTER: PROMPT ACTION NECESSARY c IED MAIL: RETURN RECEIPT REQUESTED IV December 4,2002 Mr. Sid Horton RE: BARNSTABLE--BWSC Cape Cod Mechanical Systems, Inc. Residential Property 8 Fruean Way 262 Bridge Street South Yarmouth, MA 02664 RTN#.4-17488 NOTICE OF RESPONSIBILITY Request for Information with an Enforceable Interim Deadline M.G.L. c,21E,310 CMR 40.0000 Dear Mr.Horton: On November 21, '2002 at 12:36 pm the Department of Environmental Protection (the "Department")received oral notification of a release and/or threat of release of oil and/or hazardous material at the above referenced property that requires one or more response actions. An undetermined quantity, up to six hundred(600)gallons, of#2 fuel oil was released into the dirt floor crawlspace under the house when the oil line failed.. The Massachusetts Oil and Hazardous Material Release Prevention and Response Act, M.G.L. c.21E, and the Massachusetts Contingency Plan (the "MCP"), 310 CMR 40.0000, require the performance of response actions to prevent harm to health, safety, public welfare and the,environment which may result from this release and/or threat of release and govern the conduct of such actions. The purpose of this notice is to inform you of your legal responsibilities under State law for assessing and/or remediating the release at this property. For purposes of this Notice of Responsibility, the terms and phrases used herein shall have the meaning ascribed to such terms and phrases by the MCP unless the context clearly indicates otherwise. The Department has reason to believe that the release and/or threat of release that has been reported is or may be a disposal site as defined.by the M.C.P. The Department also has reason to believe that you(as used in this letter, "you" refers to Cape Cod Mechanical Systems,.Inc.) are a Potentially Responsible Party . `(a`PRP")with`liability under M.G.L. c.21E §5,for response action costs. This liability is "strict",meaning that it is not based on,fault,but solely on your status as owner,operator, generator,transporter,disposer or This information is available in alternate'format.Call Aprel McCabe,ADA Coordinator at 1-617-556-1171.TDD Service-1-800-298-2207. DEP on the World Wide Web: http://www.mass.gov/dep 1104 Printed on Recycled Paper t. 2 other person specified in M.G.L. c.21E §5. This liability is also "joint and several",meaning that you may be liable for all response action costs incurred at a disposal site regardless of the existence of any other liable parties. The Department encourages parties with liabilities under M.G.L. c.21E to take prompt and appropriate actions in response to releases and threats of release of oil and/or hazardous materials.By taking prompt action, you may significantly lower your assessment and cleanup costs and/or avoid liability for costs incurred by the Department in taking such actions. You may also avoid the imposition of,the amount of or reduce certain permit and/or annual compliance assurance fees payable under 310 CMR 4.00. Please refer to M.G.L. c.21E for a complete description of potential liability. For your convenience, a summary of liability under M.G.L. c.21E is attached to this notice. You should be aware that you may have claims against third parties for damages, including claims for contribution or reimbursement for the costs of cleanup. Such claims do not exist indefinitely but are governed by laws which establish the time allowed for bringing litigation. The Department encourages you to take any action necessary to protect any such claims you may have against third parties. The Department provided verbal approval to conduct the following Immediate Response Actions: •. Conduct assessment activities to determine the vertical and horizontal extent of the area impacted by the release. The following response actions were approved by the Department on November 26,2002 at 2:45 pm: • Install 2 interceptor trenches in the rear of the property in the vicinity of the porch and patio. Product was encountered in hand augered borings in a tongue shaped area approximately eight (8)feet from the house. Two 4 inch PVC pipes will be installed to allow the recovery of product. Recovered product will be temporarily stored in a 55 gallon drum. • Removal of up to 300 cubic yards of contaminated soil. • Removal of up to 3,000 gallons of oil/water using a vacuum truck. • The feasibility of using a vactor to remove soil/product will be examined • Deployment of absorbent booms along the shoreline of the immediately adjacent private cove as a precaution due to forecasted inclement weather • All Remediation Waste must be properly stored/hauled and disposed of within 120 days from the date of generation per 310 CMR 40.0030. REQUEST FOR INFORMATION Within forty-five(45)days of Receipt of this Notice the following information,at a.minimum, must be provided to the Department for review. This timeline constitutes an enforceable Interim Deadline per 310 CMR 0167. • A detailed written description of the events leading up to and related to the discovery of the oil release. 0 A description of how and by whom the release was discovered and the actions taken. 3 • A detailed chronology, including dates and times, of the work that was being performed at the residence. The information should include the parties involved and the scope of the work including, but not limited to,the replacement and installation of two new heating and air conditioning systems. • An accounting of all oil deliveries and all service or maintenance performed on the heating system, including the oil line and above ground storage tanks(ASTs). • Provide a description of the old heating systems and the new heating systems including the equipment that was replaced. Please include a description of both operating systems. Include what work is necessary to complete the installation of the air conditioning system(s). • Provide a history of the heating systems at the home including all upgrades and maintenance performed on any of the system components. Additional submittals are necessary with regard to this notification including, but not limited to,the filing of a written IRA Plan, IRA Completion Statement and/or an RAO statement. The MCP requires that a fee of$750.00 be submitted to the Department when an RAO statement is filed greater than 120 days from the date of initial notification. Specific approval is required from the Department for the implementation of all IRAs, and Release Abatement Measures (RAMS)pursuant to 310 CMR 40.0420 and 310 CMR 40.0443, respectively. Assessment activities, the construction of a fence and/or the posting of signs are actions that are exempt from this approval requirement. In.addition to oral notification, 310 CMR 40.0333 requires that a completed Release Notification Form (BWSC-103, attached) be submitted to the Department within sixty (60) calendar days of November 21,2002. You must employ or engage a Licensed Site Professional (LSP) to manage, supervise or actually perform the necessary response actions at this site. You may obtain a list of names and addresses of LSPs from the Board of Registration of Hazardous Waste Site Cleanup Professionals by calling (617) 556-1145 or visiting http://www.state.ma.us/Isp. The Department has Joseph Salvetti of Norfolk Ram Group of Plymouth,MA as the LSP of record for this release. Unless otherwise provided by the Department, potentially responsible parties ("PRP's") have one year from the initial date of notification to the Department of a release or threat of a release,pursuant to 310 CMR 40.0300,or from the date the Department issues a Notice of Responsibility,whichever occurs earlier, to file with the Department one of the following submittals: (1)a completed Tier Classification Submittal; (2) a Response Action Outcome Statement or, if applicable, (3) a Downgradient Property Status. The deadline for either of the first two submittals for this disposal site is November 21,2003. If required by the MCP,a completed Tier I Permit Application must also accompany a Tier Classification Submittal: This site shall not be deemed to have had all the necessary and required response actions taken unless and until all substantial hazards presented by the release and/or threat of release have been eliminated and a level of No Significant Risk exists or has been achieved in compliance with M.G.L.c.21E and the MCP. The Department's Homeowner Oil Spill Cleanup Guide, finalized in the fall 2002, is available at http://mass.gov/dep/bwsc/files/homeownr/homeownr.htm to help you through the process of cleaning up an oil spill in accordance with the MCP. A hardcopy of the Guide was provided to Mr. Surprenant in the field. tiK 4 If you have any questions relative to this Notice, please contact Julie J. Hutcheson at the letterhead address or at (508) 946-2852. All future communications regarding this release must reference the following Release Tracking Number: 4-17488. Very truly yours, C� Richard F.Packard Chief Emergency Response Release Notification Section P/JJH/re CERTIFIED MA11,47002 2030 0006 4996 9562 RETURN RECEIPT REQUESTED Attachments: Release Notification Form;BWSC-103 and Instructions Summary of Liability under M.G.L. c.21E cc: Board of Selectmen Board of Health Fire Department Mr.Albert Surprenant 262 Bridge Street Osterville,Massachusetts 02601 Norfolk Ram Group 1 Roberts Road Plymouth, MA 02360 ATTN: Joseph Salvetti,LSP Ellen Blackburn, Project Manager. 7- .,~ COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION SOUTHEAST REGIONAL OFFICE 20 RIVERSIDE DRIVE,LAKEVILLE,MA 02347 508-946-2700 JANE M.SWIFT BOB DURAND Governor Secretary I LAUREN A.LISS Commissioner R1�TT�LEGAL MATTER: PROMPT ACTION NECESSARY _.CERTIFIED MAIL: RETURN RECEIPT REQUESTED I l December 4,2002 Mr.Albert Surprenant RE: BARNSTABLE--BWSC 262 Bridge Street Residential Property Osterville,Massachusetts 02601 262 Bridge Street RTN#4-17488 NOTICE OF RESPONSIBILITY Request for Information with an Enforceable Interim Deadline M.G.L. c.21E,310 CMR 40.0000 Dear Mr, Surprenant:. On November 21, 2002 at 12:36 pm the Department of Environmental Protection (the "Department")received oral notification of a release and/or threat of release of oil and/or hazardous material at the above referenced property that requires one or more response actions. An undetermined quantity,up to six hundred(600)gallons, of#2 fuel oil was released into the dirt floor crawlspace under the house when the oil line failed. The Massachusetts Oil and Hazardous Material Release Prevention and Response Act, M.G.L. c,21E, and the Massachusetts Contingency Plan (the "MCP"), 310 CMR 40.0000, require the performance of response actions to prevent harm to health, safety, public welfare and the environment which may result from this release and/or threat of release and govern the conduct of such actions. The purpose of this notice is to inform you of your legal responsibilities under State law for assessing and/or remediating the release at this property. For purposes of this Notice of Responsibility, the terms and phrases used herein shall have the meaning ascribed to such terms and phrases by the MCP unless the context clearly indicates otherwise. The Department has reason to believe that the release and/or threat of release that has been reported is or may be a disposal site.as defined by the M.C.P. The Department also has reason to believe that you(as used in this letter,."you"refers to Mr.Albert Surprenant)are a Potentially Responsible Party(a" RP")with liability under M.G.L. c.21E §5, for response action costs. This liability is "strict", meaning that it is not based on fault,but.solely on your status as owner,operator,generator,transporter,disposer or - _ This information is available in alternate'format.Call Aprel McCabe,ADA Coordinator at 1-617-556-1171.TDD Service-1-800-298-2207. DEP on the World Wide Web: http:/Avww.mass.gov/dep Z� Printed on Recycled Paper yy iA F� n 2 other person specified in M.G.L. c.21E §5. This liability is also "joint and several", meaning that you may be liable for all response action costs incurred at a disposal site regardless of the existence of any other liable parties. The Department encourages parties with liabilities under M.G.L. c.21E to take prompt and appropriate actions in response to releases and threats of release of oil and/or hazardous materials.By taking prompt action, you may significantly lower your assessment and cleanup costs and/or avoid liability for costs incurred by the Department in taking such actions. You may also avoid the imposition of, the amount of or reduce certain permit and/or annual compliance assurance fees payable under 310 CMR 4.00. Please refer to M.G.L. c.21E for a complete description of potential liability. For your convenience, a summary of liability under M.G.L. c.21E is attached to this notice. You should be aware that you may have claims against third parties for damages, including claims for contribution or reimbursement for the costs of cleanup. Such claims do not exist indefinitely bui are governed by laws which establish the time allowed for bringing litigation. The Department-encourages you to take any action necessary to protect any such claims you may have against third parties. The Department provided verbal approval to conduct the following Immediate Response Actions: • Conduct assessment activities to determine the vertical and horizontal extent of the area impacted by the release. The.following response actions were approved by the Department on November 26,2002 at 2:45 pm: • Install 2 interceptor trenches in the rear of the property in the vicinity of the porch and patio. Product was encountered in hand augered borings in a tongue shaped area approximately eight (8)feet from the house. Two 4 inch PVC pipes will be installed to allow the recovery of product. Recovered product will be temporarily stored in a 55 gallon drum. • Removal of up to 300 cubic yards of contaminated soil. • Removal of up to 3,000 gallons of oil/water using a vacuum truck. • The feasibility of using a vactor to remove soil/product will be examined • Deployment of absorbent booms along the shoreline of the immediately'adjacent:private cove as a precaution due to forecasted inclement weather • All Remediation Waste must be properly stored/hauled and disposed of within 120 days from the date of generation per 310 CMR 40.0030. REQUEST FOR INFORMATION Within forty-five(45)days of Receipt of this Notice the following information,at a minimum, must be provided to the Department for review.This timeline constitutes an enforceable Interim Deadline per 310 CMR 0167. • A detailed written,description of the events leading up to and related to the discovery of the oil release. • A description of how and by whom the release was discovered and the actions taken. 3 • A detailed chronology of the work that was being performed at the residence, including the parties involved and the scope of the work including,but not limited to,the replacement and installation of two new heating and air conditioning systems. • An accounting of all oil deliveries and all service or maintenance performed on the heating system, including the oil line and above ground storage tanks(ASTs). • Provide a description of the old heating systems and the new heating systems including the equipment that was replaced. Please include a description of both operating systems.Include what work is necessary to complete the installation of the air conditioning system(s). • Provide a history of the heating systems at the home including all upgrades and maintenance performed on any of the system components. Additional submittals are necessary with regard to this notification including, but not limited to,the filing of a written IR.A Plan, IRA Completion Statement and/or an RAO statement. The MCP requires that a fee of$750.00 be submitted to the Department when an RAO statement is filed greater than 120 days from the date of initial notification. Specific approval is required from the Department for the implementation of all IRAs, and Release Abatement Measures (RAMs)pursuant to 310 CMR 40.0420 and 310 CMR 40.0443, respectively. Assessment activities, the construction of a fence and/or the posting of signs are actions that are exempt from this approval requirement. In addition to oral notification, 310 CMR 40.0333 requires that a completed Release Notification Form (BWSC-103, attached) be submitted to the Department within sixty(60) calendar days of November 21,2002. You must employ or engage a Licensed Site Professional (LSP)to manage, supervise or actually perform the necessary response actions at this site. You may obtain a list of names and addresses of LSPs from the Board of Registration of Hazardous Waste. Site Cleanup Professionals by calling (617) 556-1145 or visiting http://www.state.ma.us/lsp. The Department has Joseph Salvetti of Norfolk Ram Group of Plymouth,MA as the LSP of record for this release. Unless otherwise provided by the Department, potentially responsible parties ("PRP's") have one year from the initial date of notification to the Department of a'release or threat of a release,pursuant to 310 CMR 40.0300, or from the date the Department issues a Notice of Responsibility,whichever occurs earlier, to file with the Department one of the following submittals: (1)a completed Tier Classification Submittal; (2) a Response Action Outcome Statement,or, if applicable, (3) a Downgradient Property Status. The deadline for either of the first two submittals for this disposal site is November 21,2003. If required by the MCP,a completed Tier I Permit Application must also accompany a Tier Classification Submittal. This site shall not be deemed to have had all the necessary and required response actions taken unless and until all substantial hazards presented by the release and/or threat of release have been eliminated and a level of No Significant Risk exists or has been achieved in compliance with M.G.L. c.21E and the MCP. The Department's Homeowner Oil Spill Cleanup Guide, finalized in the fall 2002, is available at http://mass.gov/dep/bwsc/files/homeownr/homeownr.htm to help you through the process of cleaning up an oil spill in accordance with the MCP. A hardcopy of the Guide was provided to you in the field. 4 If you have any questions relative to this Notice, please contact Julie J. Hutcheson at the letterhead address or at (508) 946-2852. All future communications regarding this release must reference the following Release Tracking Number: 4-17488. Very truly yours, Richard F. Packard, Chief Emergency Response Release Notification Section P/JJH/re CERTIFIED MAIL#7002 2030 0006 4996 9517 RETURN RECEIPT REQUESTED Attachments: Release Notification Form; BWSC-103 and Instructions Summary of Liability under M.G.L.c.21 E cc: Board of Selectmen Board of Health Fire Department Norfolk Ram Group - 1 Roberts Road Plymouth, MA 02360 ATTN: Joseph Salvetti, LSP Ellen Blackburn, Project Manager Cape Cod Mechanical Systems, Inc. 8 Fruean Way South Yarmouth, MA 02664 ATTN: Sid Horton i I ..a N COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION SOUTHEAST REGIONAL OFFICE 20 RIVERSIDE DRIVE,LAKEVILLE,MA 02347 508-946-2700 JANE M.SWIFT BOB DURAND Governor -. Secretary LAUREN A.LISS Commissioner UR NT LEGAL MATTER: PROMPT ACTION NECESSARY ERTIFIED MAIL: RETURN RECEIPT REQUESTED December 4,2002 Mr. Sid Horton RE: BARNSTABLE--BWSC Cape Cod Mechanical Systems, Inc. Residential Property 8 Fruean Way 262 Bridge Street South Yarmouth, MA 02664 RTN#4-17488 RECEIVE© NOTICE OF RESPONSIBILITY DEC 1 0: 2002 Request for Information with an.Enforceable Interim Deadline TOWN OF BARNSTABLE M.G.L. G 21E,310 CMR 40.0000 HEALTH DEPT. Dear Mr.Horton: On November 21, 2002 at 12:36 pm -the Department of Environmental, Protection (the "Department")received oral notification of a release and/or threat of release of oil and/or hazardous material at the above referenced property that requires one or more response actions. An undetermined quantity, up to six hundred(600)gallons, of#2 fuel oil was released into the dirt floor crawlspace under the house when the oil line failed. The Massachusetts Oil and Hazardous Material Release Prevention and Response Act, M.G.L. c.21E, and the Massachusetts Contingency Plan (the "MCP"), 310 CMR 40.0000, require the performance of response actions to prevent harm to health, safety, public welfare and the environment which may result from this release and/or threat of release and govern the conduct of such actions. The purpose of this notice is to inform you of your legal responsibilities under State law for assessing and/or remediating the release at this property. For purposes of this Notice of Responsibility, the terms and phrases used herein shall have the meaning ascribed to such terms and phrases by the MCP unless the context clearly indicates otherwise. The Department has reason to believe that the release and/or threat of release that has been reported is or may be a disposal site as defined by the M.C.P. The Department also has reason to believe that you(as used in this letter, "you" refers to Cape-Cod Mechanical Systems, Inc.) are a Potentially Responsible Party (a"PRP")with liability under M.G.L. c.21E §5,for response action costs. This liability is "strict", meaning that it is not based on fault,but solely on your status as owner,operator,generator,transporter,disposer or This information is available in alternate format.Call Aprel McCabe,ADA Coordinator at 1-617-556-1171.TDD Service-1-800-298-2207. DEP on the World Wide Web: http:/twww.mass.gov/dep Cos Printed on Recycled Paper r t 2 other person specified in M.G.L. c.21E §5. This liability is also "joint and several",meaning that you may be liable for all response action costs incurred at a disposal site regardless of the existence of any other liable parties. The Department encourages parties with liabilities under M.G.L. c.21E to take prompt and appropriate actions in response to releases and threats of release of oil and/or hazardous materials.By taking prompt action, you may significantly lower your assessment and cleanup costs and/or avoid liability for costs incurred by the Department in taking such actions. You may also avoid the imposition of,the amount of or reduce certain permit and/or annual compliance assurance fees payable under 310 CMR 4.00. Please refer to M.G.L. c.21E for a complete description of potential liability. For your convenience, a summary of liability under M.G.L. c.21E is attached to this notice. You should be aware that you may have claims against third parties for damages, including claims for contribution or reimbursement for the costs of cleanup. Such claims do not exist indefinitely but are governed by laws which establish the time allowed for bringing litigation. The Department encourages you to take any action necessary to protect any such claims you may have against third parties. The Department provided verbal approval to conduct the following Immediate Response Actions: • Conduct assessment activities to determine the vertical and horizontal extent of the area" impacted by the release. The following response actions were approved by the Department on November 26,2002 at 2:45 pm: • Install 2 interceptor trenches in the rear of the property in the vicinity of the porch and patio. Product was encountered in hand augered borings in a tongue shaped area approximately eight (8)feet from the house. Two 4.inch PVC pipes will be installed to allow the recovery of product. Recovered product will be temporarily stored in a 55 gallon drum. • Removal of up to 300 cubic yards of contaminated soil. • Removal of up to 3,000 gallons of oil/water using a vacuum truck. • The feasibility of using a vactor to remove soil/product will be examined • Deployment of absorbent booms along the shoreline oftlic immediately adjacent private cove as a precaution due to forecasted inclement weather • All Remediation Waste must be properly stored/hauled and disposed of within 120 days from the date of generation per 310 CMR 40.0030. REQUEST FOR INFORMATION Within forty-five(45) days of Receipt of this Notice the following information,at a minimum, must be provided to the Department for review. This timeline constitutes an enforceable Interim Deadline per 310 CMR 0167. • A detailed written description of the events leading up to and related to the discovery of the oil release. 0 A description of how and by whom the release was discovered and the actions taken. r{ • A detailed chronology, including dates and times, of the work that was being performed at the residence. The information should include the parties involved and the scope of the work including, but not limited to,the replacement and installation of two new heating and air conditioning systems. • An accounting of all oil deliveries and all service or maintenance performed on the heating system, including the oil line and above ground storage tanks(ASTs). • Provide a description of the old heating systems and the new heating systems including the equipment that was replaced. Please include a description of both operating systems. Include what work is necessary to complete the installation of the air conditioning system(s). • Provide a history of the heating,systems at the home including all upgrades and maintenance performed on any of the system components. Additional submittals are necessary with regard to this notification including, but not limited to,the filing of a written IRA Plan, IRA Completion Statement and/or an RAO statement. The MCP requires that-a fee of$750.00 be submitted to the Department when an RAO statement is filed greater than 120 days from the date of initial notification. Specific approval is required from the Department for the implementation of all IRAs, and Release Abatement Measures (RAMS)pursuant to 310 CMR 40.0420 and 310 CMR 40.0443, respectively. Assessment activities, the construction of.a fence and/or the posting of si gns are actions that are exempt from this approval requirement. In.addition to oral notification, 310 CMR 40.0333 requires that a completed Release Notification Form (BWSC-103, attached) be submitted to the Department within sixty(60) calendar days of November 21,2002. You must employ or engage a Licensed Site Professional (LSP) to manage, supervise or actually perform the necessary response actions at this site. .You may obtain a list of names and addresses of LSPs from the Board of Registration of Hazardous Waste Site Cleanup Professionals by calling (617) 556-1145 or visiting hM://www.state.ma.us/lsp. The Department has Joseph Salvetti of Norfolk Ram Group of Plymouth, MA as the LSP of record for this release. Unless otherwise provided by the Department, potentially responsible parties ("PRP's") have one year from the initial date of notification to the Department of a release or threat of a release,pursuant to 310 CMR 40.0300,or from the date the Department issues a Notice of Responsibility,whichever occurs earlier, to file with the Department one of the following submittals: (1)a completed Tier Classification Submittal; (2) a Response Action Outcome Statement or, if applicable, (3) a Downgradient Property Status. The deadline for either of the first two submittals for this disposal site is November 21,2003. If required by the MCP,a completed Tier I Permit Application must also accompany a Tier Classification Submittal. This site shall not be deemed to have had all the necessary and required response actions taken unless and until all substantial hazards presented by the release and/or threat of release have been eliminated and a level of No Significant Risk exists or has been achieved in compliance with M.G.L. c.21E and the MCP. The Department's Homeowner Oil Spill Cleanup Guide, finalized in the fall 2002, is available at htip://mass.gov/dep/bwsc/files/homeown/homeownr.htm to help you through the process of cleaning up an oil spill in accordance with the MCP. A hardcopy of the Guide was provided to Mr. Surprenant in the field. r 4 If you have any questions relative to this Notice, please contact Julie J. Hutcheson at the letterhead address or at (508) 946-2852. All future communications regarding this release must reference the following Release Tracking Number: 4-17488. Very truly yours, Richard F.Packard Chief Emergency Response Release Notification Section P/JJH/re CERTIFIED MAIL 47002 2030 0006 4996 9562 RETURN RECEIPT REQUESTED Attachments: Release Notification Form;BWSC-103 and Instructions, Summary of Liability under M.G.L. c.21E cc: Board of Selectmen Board of Health Fire Department Mr.Albert Surprenant 262 Bridge Street Osterville,Massachusetts 02601 Norfolk Ram Group 1 Roberts Road Plymouth, MA 02360 ATTN: Joseph Salvetti, LSP Ellen Blackburn, Project Manager COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION SOUTHEAST REGIONAL OFFICE 20 RIVERSIDE DRIVE,LAKEVILLE,MA 02347 508-946-2700 JANE M.SWIFT Governor BOB DURAND Secretary LAUREN A.LISS Commissioner URGENT LEGAL MATTER: PROMPT ACTION NECESSARY CERTIFIED MAIL: RETURN RECEIPT REQUESTED December 4,2002 Mr.Albert Surprenant RE: BARNSTABLE—BWSC 262 Bridge Street - Residential Property, P rty Osterville,Massachusetts 02601 262 Bridge Street RTN#4-17488 NOTICE OF RESPONSIBILITY Request for Information with an Enforceable Interim Deadline M.G.L. c.21E,310 CMR 40.0000 Dear Mr. Surprenant: On November 21, 2002 at 12:36 pm the Department of Environmental Protection (the "Department")received oral notification of a release and/or threat of release of oil and/or hazardous material at the above referenced property that requires.one or more response actions. An undetermined quantity,up to six hundred(600)gallons,of#2 fuel oil was released into the dirt floor crawlspace under the.house when the oil line failed. . The Massachusetts Oil and Hazardous Material Release Prevention and Response Act, M.G.L. c.21E, and the Massachusetts Contingency Plan (the "MCP"), 310 CMR 40.0000, require the performance Of response actions to prevent harm to health, safety, public welfare and the environment which may result from this release and/or threat of release and govern the conduct of such actions. The purpose of this notice is to inform you of your legal responsibilities under State law for assessing and/or remediating the release at this property. For purposes of this Notice of Responsibility, the terms and,phrases used herein shall have the meaning ascribed to such terms and phrases by the MCP unless the context clearly indicates otherwise. The Department has reason to believe that the release and/or threat of release that has been reported is or may be a disposal site as defined by the M.C.P. The Department also has reason to believe that you(.as used in this letter, "you"refers to Mr.Albert Surprenant)are a Potentially Responsible Party(a"PRP")with liability under M.G.L. c21E §5, for response action costs. This liability is "strict", meaning that it is not based on fault,but solely on your status as owner,operator,generator,transporter,disposer or This information is available in alternate'format.Call Aprel McCabe,ADA Coordinator at 1-617-556-1171.TDD Service-1-800-298-2207. DEP on the World Wide Web: http:/Avww.mass.gov/dep Z0 Printed on Recycled Paper L 2 other person specified in M.G.L. c.21E §5. This liability is also "joint and several",meaning that you may be liable for all response action costs incurred at a disposal site regardless of the existence of an other P P g y r liable parties. The Department encourages parties with liabilities under M.G.L. c.21E to take prompt and appropriate actions in response to releases and threats of release of oil and/or hazardous materials.By taking prompt action, you may significantly lower your assessment and cleanup costs and/or avoid liability for costs incurred by the Department in taking such actions. You may also avoid the imposition of, the amount of or reduce certain permit and/or annual compliance assurance fees payable under 310 CMR 4.00. Please refer to M.G.L. c.21E for a complete description of potential liability. For your convenience, a summary of liability under M.G.L. c.21E is attached to this notice: You should be aware that you may have claims against third parties for damages, including claims - for contribution or reimbursement for the costs of cleanup. Such claims do not exist indefinitely but are governed by laws which establish the time allowed for bringing litigation. The Department encourages you to take any action necessary to protect any such claims you may have against third parties. The Department provided verbal approval to conduct the following Immediate Response Actions: • Conduct assessment activities to determine the vertical and horizontal extent of the area impacted by the release. The following response actions,were approved by the Department on November 26,2002 at 2:45 pm: • Install 2 interceptor trenches in the rear of the property in the vicinity of the porch and patio. Product was encountered in hand augered borings in a tongue shaped area approximately eight .(8)feet from the house. Two 4 inch PVC pipes will be installed to allow the recovery of product. Recovered product will be temporarily stored in a 55 gallon drum. • Removal of up to 300 cubic yards of contaminated soil. • Removal of up to 3,000 gallons of oil/water using a vacuum truck. • The feasibility of using a vactor to remove soil/product will be examined • Deployment of absorbent booms along the shoreline of the immediately adjacent private cove as a precaution due to forecasted inclement weather • All Remediation Waste must be properly stored/hauled and disposed of within 120 days from the date of generation per 310 CMR 40.0030. REQUEST FOR INFORMATION Within forty-five(45)days of Receipt of this Notice the following information,at a minimum, must be provided to the Department for review.This timeline constitutes an enforceable Interim Deadline per 310 CMR 0167. • A detailed written description of the events leading up to and related to the discovery of the oil ' release. • A description of how and by whom the release was discovered and the actions taken. 3 • A detailed chronology of the work that was being performed at the residence, including the parties involved and the scope of the work including,but not limited to,the replacement and installation of two new heating.and air conditioning systems. • An accounting of all oil deliveries and all service or maintenance performed on the heating system, including the oil line and above ground storage tanks(ASTs). • Provide a description of the old heating systems and the new heating systems including the equipment that was replaced. Please include a description of both operating systems.Include what work is necessary to complete the installation of the air conditioning system(s). • Provide a history of the heating systems at the home including all upgrades and maintenance performed on any of the system components. Additional submittals are necessary with regard to this notification including, but not limited to,the filing of a written IRA Plan, IRA Completion Statement and/or an RAO statement. The MCP requires that a fee of$750.00 be submitted to the Department when an RAO statement is filed greater than 120 days from the date of initial notification. Specific approval is required from the Department for the implementation of all IRAs, and Release Abatement Measures (RAMs)pursuant to 310 CMR 40.0420 and 310 CMR 40.0443, respectively. Assessment activities, the construction of a fence and/or the posting of signs are actions that are exempt from this approval requirement. In addition to oral.notification, 310 CMR 40.0333 requires that a completed Release Notification Form (BWSC-103, attached)be submitted to the Department within sixty(60) calendar days of November 21,2002; You must employ or engage a Licensed Site Professional (LSP) to manage, supervise or actually perform the necessary response actions at this site. You may obtain a list of names and addresses of LSPs from the Board of Registration of Hazardous Waste Site Cleanup Professionals by calling (617) 556-1145 .or visiting hitp://www.state.ma.us/lsp. The Department has Joseph Salvetti of Norfolk Ram Group of Plymouth,MA as the LSP of record for this release. Unless otherwise provided by the Department, potentially responsible parties ("PRP's') have one year from the initial date of notification to the Department of a release or threat of a release,pursuant to 310 CMR 40.0300,or from the date the Department issues a Notice of Responsibility,whichever occurs earlier, to file with the Department one of the following submittals: (1)a completed Tier Classification Submittal; (2) a Response Action Outcome Statement or, if applicable, (3) a Downgradient Property Status. The deadline for either of the first two submittals for this disposal site is November 21,2003. If required by the MCP,a completed Tier I Permit Application must also accompany a Tier Classification Submittal. This site shall not be deemed to have had all the necessary and required response actions taken unless and until all substantial hazards presented by the release and/or threat of release have been eliminated and a level of No Significant Risk exists or has been achieved in compliance with M.G.L. c.21E and the MCP. The Department's Homeowner Oil Spill Cleanup Guide, finalized in the fall 2002, is available at http://mass.gov/dep/bwsc/files/homeownr/homeownr.htm to help you through the process of cleaning up an oil spill in accordance with the MCP. A hardcopy of the Guide was provided to you in the field. a 4 If you have any questions relative to this Notice, please contact Julie J. Hutcheson at the letterhead address or at (508) 946-2852. All future communications regarding this release must reference the following Release Tracking Number: 4-17488. Very truly yours, Richard F.Packard,Chief Emergency Response Release Notification Section P/JJH/re CERTIFIED MAIL#7002 2030 0006 4996 9517 RETURN RECEIPT REQUESTED Attachments: Release Notification Form;BWSC-103 and Instructions Summary of Liability under M.G.L. c.21E cc: Board of Selectmen Board of Health Fire Department Norfolk Ram Group 1 Roberts Road Plymouth, MA 02360 ATTN: Joseph Salvetti, LSP Ellen Blackburn, Project Manager Cape Cod Mechanical Systems, Inc. 8 Fruean Way South Yarmouth, MA 02664 ATTN: Sid Horton No. Z 0 Fee / THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ✓ Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Zipprication for �01gpog pgtem Congtruction Permit Application for a Permit to Construct( )Repair )Upgrade( )Abandon.( ) El Complete System ❑Individual Components Location Address or� No.2,5a Q f? �� Owner's Name, dress pd Tel.No. a �-Ur6 (3R t `��: � 1@o � Assessor's Ma /Parcel Y"` �'��('� Installer's Name,Add ss,and Tel.No. Designer's Name,Address and Tel.No. k�� Ors Type of Building: , 2® Dwelling No.of Bedrooms Lot Size _5�"__ry sq. ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Natu -Repairs or Alterations( swer when Applicable) 7SOA-7 Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been is t��ealt) . Signed Dat Application Approved by Date -",-- Application Disapproved for the follc ing reasons - - - - --Permit - -� Date Issued ---— --=----------- -- - ------- --- s ^� �j z r �` o � ' No. d. 17 Fee/ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS ZIPPYicatfon for �h5pog pgtem Com0ruction Permit Application for a Permit to Construct( )Repair )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location AddressoL N �eo, Ownneer'ssName,gdress d Tel.No �� Assessor's Ma /Parcel y VVV Installer's Name,Add less,and Tel.No. Designer's Name,Address and Tel.No. /�� Of a* �- c) C./C> 3 Type of Building: Q r Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeter� is(�,,,_) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size, fh;ptic Tan Type of S.A.S. Description ofo e / ,1 a Nat u ►f Rey�airs or Alterations( swer whenApplicable) �� 1`PIS Jlt? - ro Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore!"YeYbdosite sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code andTrot to platem in operation until a Certtfi- r cate of Compliance has been issuedo bannard eat . , Signed Dat / f Application Approved by `;' I f Date 47 0 —;L • ` Application Disap Yed forth fd�lo in. n� r aso '' fPermit_ —————— No'� /_, a. �j' ti w '" Date Issued �a` ��------ .J ——— —————————— THE COMMONWEALTH OF MASSACHUSETTS B RNSTABLE, M SSAC US Ite' o w . or t Hance�THIS IS TO C� t site Sewa e) sp al System Constructed ( )Repaired ZUpgraded ( ) Abandoned( )by at v' C ftk c{has been constructed in accordance wi the provisions of Title 5 and for Disposal System Construction Permit No. dated Installer Designer The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date � �� — Inspector < �� No. d�U ------Fee THE COMMONWEALTH OF 14SSACHUSETTS PUBLIC HEALTH DIVISION - BA STABLE: MASSACHUSETTS ligpool *pot A �om0ruction Vermtt Permission is hereby granted to Construc )j2e air )Up ad ( )Abandon( ) System located at t rL2 / and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of this permit. Date: Approved by ® . f; No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLEs MASSACHUSETTS 2pplication for Miopotaf *pztem Construction 30ermit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Board of Health. Signed Date Application Approved by Date Application Disapproved for the following reasons Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of (Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired( ) Upgraded( ) Abandoned( )by at has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer Designer The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLEs MASSACHUSETTS Migpozar *pgtem Construction permit Permission is hereby granted to Construct( )Repair( )Upgrade( )Abandon( ) System located at and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of this permit. Date: Approved by _ .. .. .,� _. - .. � ... ♦ ..+4•.+r'Y'". . � ... .. �_ ... ..,n DIY. r.w,+4-- ....Ff�.! -... .,. . " 1, Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS Yes i ZIpplicatiou for Mi! a5al pgtem Con.5truction Vermtt Application for a Permit to Construct( ) �air( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location A f Owner's Name,Address and Tel.No. Assesso azce� +r Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. - 'y Type of Building: Dwelling No.of Bedrooms Lot Size i�' sq. ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title :., Size of Septic Tank#'/,_r '`") ` Type of S.A.S. Descriptiorf of Soil'} f �' Nature-of Repairs or Alterations Answer when applicable). Date last inspected: Agreement: ', The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental,Code' and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Board,of Health:'`{ Signed Date, , rf* . m Application-Approv',edby. t .: «Mc ,., ;,,,�} W ,.• .r :f ate's' .. Application Disapproved for the followmgreasons '` s x 'Permit No # ' " ` .. _ Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSE, Eertificate of'Compliance THIS IS TO CERTIFY;'that the r'n-site Sewa g�Dtsposal System Constru d( )Repat d ( )Upgraded ( ) __, 1' Abandoned )by .. lw a at -N, `,Qa X ,x CC. :. - ilk 4 0k`ghas,been constructed in accordance with the provisions of 5 and th�,5or 1 sposal System Construction Permit No dated Installer `'` `� �� � 1 Designer The issuance of this permit shall not be.,construed.as a guarantee that the system will function as designed. Date_ 'A w J Inspector _ _._ _ _-No.°"-r��,... t/ s�cif ——-------------——————-------------—•—� �=�0 t, Fee - THE COMMONWEALTH O SSACHUSETTS PUBLIC HEALTH DIVISION - BAi NSTABLE.,MASSACHUSETTS ` ` ligogar Dint Cou.5truction ermit p � Permission is hereby.granjed,to Construct,( ),Rep, ( )Upgrade( )Abandon( ) l System located at t7�4 :; ..•� and as described in the above Application for Disposaf System Construction Permit. The applicant rezognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date: ,� p Approved by 10/9/97 NOTICE: This Form Is To Be Used For the Repair Of Failed Septic Systems Only. CERTIFICATION OF SKETCH AND APPLICATION FOR A DISPOSAL WORKS CONSTRUCTION PERMIT (WITHOUT ENGINEERED PLANS) 1, 1 (— (,�� , hereby certify that the application for disposal works construction permit signed by me dated G� �� , concerning the p �roPertY located at — tpr-�L, Fall of the following criteria. • There are no wetlands located within 100 feet of the proposed leaching facility • There are no private wells within 150 feet of the proposed septic system • There is no increase in flow and/or change in use proposed • There are no variances requested or needed. • If the proposed leaching facility will be located within 250 feet of any wetlands,the bottom of the proposed leaching facility will not be located less than fourteen(14)feet above the maximum adjusted groundwater table elevation. Please complete the following: A)Top of Ground Elevation(according to the Engineering Division G.I.S.map) B)Observed Groundwater Table Elevation(according to Health Di ' ion well map) �p / ;2, -- �3V �41 SIGNED: DATE: LICENSED SEPTIC SYSTEM INSTALLER IN THE TOWN OF BARNSTABLE�4MER [Attach a sketch plan of the proposed system.Also if the licensed installer posesses a certified plot plan, this plan should be submitted]. q:health folder:cert TOWN OF BARNSTABLE LOCATION r` S r SEWAGE # / VILLAGE !�2 S!AO1/cJ�1� ASSESSOR'S MAP & LOT 13 93-0z 1•dam' . INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY l r LEACHING FACILITY: (type) NO.OF BEDROOMS BUILDER OR OWNER PERMITDATE: COMPLIANCE DA : 2,411 Separation Distance Between the: 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 leaching facility) Feet Furnished by 1. i I v 3 MWID (95.83}* WIS D (95.96) M -i ;u o DW12 APPROXIMATELY 50 FEET DW16 FROM INJECTION POINTS FOUNDATION REMOVED DWII DW14 DW13 DW15 AL #262 Mw-7 EXISTING • ], • � PROPOSED 2" INJECTION/ CTION/ FURNACE MONITORING WELL APPROXIMATE AREA HOUSE (� ROOM • • OF EXCAVATION & �J V SDDW 1 �.75" STONE BACKFILL DW I O PROPOS D 2" SOIL • _$96.08) DW10 INJECTION POINT • • • *M W-6 l$.MW-5 MW-2 MW-341' MW-4:F$� PROPOSED PROPOSED 4" REMEDIAL DWn MONITORING WELL ADDITIVE DISTRIBUTION PIPES W/RISERS F - J'o PATIO MA 2 ��cFA ��` LEGEND 9 TO T WA ER Tp�Ftic 2p WALL H3 MONITORING/EXTRACTION WELL W/0 NAPL DW8 � Mw a (INSTALLED BY DIRECT PUSH METHOD) . 4" PVC SDDWI EXISTING GROUNDWATER MONITORING WELLS WELLS SDDW2 (96.08) WATER TABLE ELEVATION ON JANUARY 17, 2003 (DESTROYED) SDDW3 PROPOSED GROUNDWATER MONITORING WELLS o (95.61) EXCAVATION IL ��'o °��� MW-9 SAMPLING PLA 2 F� EDGE SS�26 SS28 SS29 SS30 SS31 S 231 SS38 0 SS21 SS32 . BMW-8 SS39 -�1- SS20 SS330 SS19 SSI8 GRAB SOIL SAMPLE FORSS22 SS24 SS17 TOV MEASUREMENT GRAB SOIL COMPOSITE SOIL SS25 SS16 SAMPLE SENT SAMPLE SENT SSI SOURCE, TO LAB TO LAB COVE -1 NO�OTL� ONE ROBERTS ROAD PLYMOUTH MA,02360 SS34 SS2 PLAN FRaM CLIENT AND 6 S5 M RAM GROUP NRG OBSERVATIONS ENGINEERING:ENVIRONMENT SS3 TITLEi FIGURE 1-2 SSIO SS9 SS8 SS7 SS6 SS5 SS4 SITE MAP CHECKED BY, I R.B.L. SS15 PREPARED FOR, EDITED BY, L.K.H. 103 ALBERT SURPRENANT DATES DWG SCALES I' = 10' �-- 262 BRIDGE STREET NRG REF NUMBER, OSTERVILLE, MASSACHUSETTS 764. 1 .1 >< I CADD FILET N+\CAD\ACTIVE\NRG\764\IRAPLMOD\SITEPLAN.DWG SHEET NO, I OF 1