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HomeMy WebLinkAbout0725 MAIN STREET (HYANNIS) - Health 725 MAIN ST. Y- A=308-143 r r� o f 1 a of-Bs� BARNSTABLE COUNTY �$ �� DEPARTMENT OF HEALTH AND THE ENVIRONMENT UO SUPERIOR COURT HOUSE POST OFFICE BOX 427 BARNSTABLE, MASSACHUSETTS 02630 9ssA110 Ph CH FAX(508)362-2603 TDD(508)362-5885 January 22, 2002 Dale L. Saad, PhD Coastal Resource Health Coordinator Barnstable Public Health Division 200 Main Street Hyannis, MA 02601 RE: Review of Subsurface Investigation Report for 725 Main Street, Hyannis MA Dear Dr. Saad: As per your request, I have reviewed the Subsurface Investigation Report of the former Hyannis Gulf Station at 725 Main Street in Hyannis prepared by ENSOL Inc. It is my understanding that this investigation was conducted for the Town of Barnstable as a part of a real estate transfer of the property. In reviewing this document and visiting the site with you, I have outlined some concerns the town may wish to consider before purchasing this property. 1. There are two catch basins located on the property one on the east side of the property and one on the west(figure#1 of the ENSOL report). The discharge for these basins is Stewart's Creek. The basin located at the west side of the property was emitting a petroleum odor at the time of my site visit. As a courtesy to the town, samples were collected from the water present in these basins and analyzed for Volatile Organic Compounds (VOCs). Trace amounts of two compounds were present in the samples collected from the west-end basin. A copy of the results has been included with this letter. Due to this odor, and the trace amounts of VOCs,I would recommend sediment samples be collected from these basins and analyzed for at least VOCs, and Volatile and or Extractable Hydrocarbons. The town may wish to expand this testing to include PCBs, Polycyclic Aromatic Hydrocarbons, and RCRA 8 metals should additional concern arise. I would also collect some similar samples from the wetland discharge point since an oil sheen was present on a pool of water at the time of our visit. 2. ENSOL recommends that additional testing be conducted around the abandoned underground waste oil and heating oil tanks on this property. It is my understanding that one of the tanks has been removed and some field screening of soil samples has been conducted. I concur with ENSOL's recommendation and would additionally recommend that the town receive results from any additional field screening and laboratory analysis from this location. Also should any f 2 additional test boring or temporary test wells be installed at the property lines in the vicinity of TWs 1-3, I would recommend extending final depths and screening beyond the 15 ft depth used at these locations in December 2001. This is recommended as a safeguard due to the depth of contamination seen in B-6 and its distance to TW-1, TW-2, and TW-3 and also as an assurance that contamination has not migrated off site on to other properties or into the wetland. A review of earlier testing rounds from GTI monitoring wells may assist with this recommendation. 3. This report notes that"Remedial actions were performed for both releases and opinions were filed with the DEP in the 1990s and no further action was warranted". If the town has not received any documentation or correspondence regarding this decision by the Massachusetts Department of Environmental Protection, I would recommend acquiring these documents and have them reviewed by Town Counsel. Please be advised, a decision made by DEP requiring no further action on a site does not necessarily mean there is no contamination on the site. This ENSOL report clearly demonstrates there is some contamination present. Future uses of this property may depend on the extent of this contamination. Please remember this was only a cursory review of this document. Any historical information from this site may be able to address some of these concerns. I would be more than happy to review any additional data or reports associated with this property to further assess site conditions. Should the town decide to collect the previously mentioned sediment samples,please feel free to contact me at (508) 375-6618 any for assistance. Sincerely, Sean l��I. O'Brien Senior Environmental Specialist ry �, y Barnstable County Health Laboratory 1S ANALYTICAL REPORT FOR Barnstable Health Department Report Prepared for: Barnstable Health Department Thomas McKean P O Box 534 Hyannis, MA 02601 Order.#: G02131.85 No.of Samples: 2 Date Received: O1/16/2002 Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 01/17/2002 I �pfaA/ . CERTIFICATE OF ANALYSIS Page: ' Barnstable County Health Laboratory Report Prepared For: Report Dated: 01/17/2002 Barnstable Health Department Order Number: G0213185 Thomas McKean P O Box 534 Hyannis, MA 02601 Laboratory ID#: 0213185-01 Description: Water Sample#: K5 1112 Sampline Location: West Catch Basin Collected 01/16/2002 Collected by: S O'Brien Main St.,Gulf Station Received 01/16/2002 EPA 8260- Volatile Organics by GC/MS+Ketones+ ITEM RESULT UNITS MDL MCL Method# Tested LAB: GUMS 1,1,1,2-Tetrachloroethane BRL ug/L 0.5 8260 01/16/2002 1,1,1-Trichloroethane BRL ug/L 0.5 8260 01/16/2002 1,1,2,2-Tetrachloroethane BRL ug/L 0.5 8260 01/16/2002 1,1,2-Trichloroethane BRL ug/L. 0.5 8260 01/16/2002 1,1-Dichloroethane BRL ug/L 0.5 8260 01/16/2002 1,1-Dichloroethene BRL ug/L 0.5 8260 01/16/2002 1,1-Dichloropropene BRL ug/L 0.5 8260 01/16/2002 1,2,3-Trichlorobenzene BRL ug/L 0.5 8260 01/16/2002 1,2,3-Trichloropropane BRL ug/L 0.5 8260 01/16/2002 1,2,4-Trichlorobenzene BRL ug/L 0.5 8260 01/16/2002 1,2,4-Trimethylbenzene 0.6 ug/L, 0.5 8260 01/16/2002 1,2-Dibromo-3-chloropropa BRL ug/L 0.5 8260 01/16/2002 1,2-Dibromoethane(EDB) BRL ug/L 0.5 8260 01/16/2002 1,2-Dichlorobenzene BRL ug/L 0.5 8260 01/16/2002 1,2-Dichloroethane BRL ug/L 0.5 8260 01/16/2002 1,2-Dichloropropane BRL ug/L 0.5 8260 01/16/2002 1,3,5-Trimethylbenzene BRL ug/L 0.5 8260 01/16/2002 1,3-Dichlorobenzene BRL ug/L 0.5 8260 01/16/2002 1,3-Dichloropropane BRL ug/L 0.5 8260 01/16/2002 1,4-Dichlorobenzene BRL ug/L 0.5_ 8260 01/16/2002 2,2-Dichloropropane BRL ug/L 0.5 8260 01/16/2002 2-Butanone BRL ug/L 20 8260 01/16/2002 2-Chlorotoluene BRL ug/L. 0.5 8260 01/16/2002 Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 Page: Z CERTIFICATE OF ANALYSIS 9 ;, •`"' Barnstable County Health Laboratory Report Dated: 01/17/2002 Report Prepared For: Barnstable Health Department Order Number: G0213185 Thomas McKean P O Box 534 Hyannis, MA 02601 Laboratory'ID#: 0213185-01 Description: Water Sample#: K5 1112 Sampling Location: West Catch Basin Collected 01/16/2002 Collected by: S O'Brien Main St.,Gulf Station Received 01/16/2002 2-Hexanone BRL ug/L. 20 8260 01/16/2002 4-Chlorotoluene BRL ug/L 0.5 8260 01/16/2002 4-Methyl-2-pentanone BRL ug/L 20 8260 01/16/2002 Acetone BRL ug/L 20 8260 01/16/2002 Benzene BRL ug/L 0.5 8260 01/16/2002 Bromobenzene BRL ug/L 0.5 8260 01/16/2002 Bromochloromethane BRL ug/L, 0.5 8260 01/16/2002 Bromodichloromethane BRL ug/L 0.5 8260 01/16/2002 Bromoform BRL ug/L 0.5 8260 01/16/2002 Bromomethane BRL ug/L 0.5 8260 01/16/2002 Carbon tetrachloride BRL ug/L 0.5 8260 01/16/2002 Chlorobenzene BRL ugfL 0.5 8260 01/16/2002 Chloroethane BRL ug/L 0.5 8260 01/16/2002 Chloroform BRL ug/L 0.5 8260 01/16/2002 Chloromethane BRL ug/L 0.5 8260 01/16/2002 cis-1,2-Dichloroethene BRL ug/L 0.5 8260 01/16/2002 cis-1,3-Dichloropropene BRL ug/L 0.5 8260 01/16/2002 Dibromochloromethane BRL ug/L 0.5 8260 01/16/2002 Dibromomethane BRL ug/L. 0.5 8260 01/16/2002 Dichlorodilluoromethane BRL ug/L 0.5 8260 01/16/2002 Ethylbenzene BRL ug/L 0.5 8260 01/16/2002 Hexachlorobutadiene BRL ug/L 0.5 8260 01/16/2002 Isopropylbenzene BRL ug/L. 0.5 8260 01/16/2002 Methyl-tert-butyl ether BRL ug/L 2.0 8260 01/16/2002 Methylene chloride BRL ug/L 0.5 8260 01/16/2002 n-Butylbenzene BRL ug/L 0.5 8260 01/16/2002 n-Propylbenzene BRL ug/L 0.5 8260 01/16/2002 Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 rw°F�'`RIs CERTIFICATE OF ANALYSIS Page: 3 0 Barnstable County Health Laboratory Resort Prepared For: Report Dated: 01/17/2002 Barnstable Health Department Order Number: G0213185 Thomas McKean P O Box 534 Hyannis, MA 02601 Laboratory 11D#: 0213185-01 Description: Water Sample#: K5 1112 Sampling Location: West Catch Basin Collected 01/16/2002 Collected by: S O'Brien Main St.,Gulf Station Received 01/16/2002 Naphthalene BRL ug/L 0.5 s26o 01/16/2002 p-Isopropyltoluene BRL ug/L 0.5 8260 01/16/2002 sec-Butylbenzene BRL ug/L .0:5 8260 oi/16/2002 Styrene BRL ug/L 0.5 8260 01/16/2002 tert-Butylbenzene BRL ug/L 0.5 8260 01/16/2002 Tetrachloroethene BRL ug/L 0.5 8260 01/16/2002 Toluene BRL ug/L 0.5 8260 01/16/2002 Total xylenes 1.3 ug/L 0.5 8260 01/16/2002 trans-1,2-Dichloroethene BRL ug/L 0.5 8260 01/16/2002 trans-1,3-Dichloropropene BRL ug/L 0.5 8260 01/16/2002 Trichloroethene BRL ug/L 0.5 8260 01/16/2002 Trichlorofluoromethane BRL ug/L. 0.5 8260 01/16/2002 Vinyl chloride BRL ug/L 0.5 8260 01/16/2002 Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 4 Page: 4 CERTIFICATE OF ANALYSIS .....Ku Barnstable County Health Laboratory Report Prepared For: Report Dated: 01/17/2002 Barnstable Health Department Order Number: G0213185 Thomas McKean P O Box 534 Hyannis, MA 02601 Laboratory ID#: 0213185-02 Description: Water Sample#: K3 K6 K4 Sampling Location: East Catch Basin . Collected 01/16/2002 Collected by: S O'Brien Main St.,Gulf Station, Received 01/16/2002 EPA 8260- Volatile Organics by GUMS+Ketones+ ITEM RESULT UNITS MDL MCL Method# Tested LAB: GUMS 1,1,1,2-Tetrachloroethane BRL ug/L 0.5 8260 01/16/2002 1,1,1-Trichloroethane BRL ug/L 0.5 8260 01/16/2002 1,1,2,2-Tetrachloroethane BRL ug/L 0.5 8260 01/16/2002 1,1,2-Trichloroethane. BRL ug/L 0.5 8260 01/16/2002 1,1-Dichloroethane BRL ug/L 0.5 8260 01/16/2002 1,1-Dichloroethene BRL ug/L 0.5 8260 01/16/2002 1,1-Dichloropropene BRL ug/L . 0.5 8260 01/16/2002 1,2,3-Trichlorobenzene BRL ug/L 0.5 8260 01/16/2002 1,2,3-Trichloropropane BRL ug/L 0.5 8260 01/16/2002 1,2,4-Trichlorobenzene BRL ug/L 0.5 8260 01/16/2002 1,2,4-Trimethylbenzene BRL ug/L 0.5 8260 01/16/2002 1,2-Dibromo-3-chloropropa BRL ug/L 0.5 8260 01/16/2002 1,2-Dibromoethane(EDB) BRL ug/L 0.5 8260 01/16/2002 1,2-Dichlorobenzene BRL ug/L 0.5 8260 01/16/2002 1,2-Dichloroethane BRL ug/L 0.5 8260 01/16/2002 1,2-Dichloropropane BRL ug/L 0.5 8260 01/16/2002 1,3,5-Trimethylbenzene BRL ug/L 0.5 8260 01/16/2002 1,3-Dichlorobenzene BRL ug/L 0.5 8260 01/16/2002 1,3-Dichloropropane BRL ug/L 0.5 8260 01/16/2002 1,4-Dichlorobenzene BRL ug/L 0.5 8260 01/16/2002 2,2-Dichloropropane BRL ug/L 0.5 8260 01/16/2002 2-Butanone BRL ug/L 20 8260 01/16/2002 2-Chlorotoluene BRL ug/L 0.5 8260 01/16/2002 Superior Court House, PO.Box 427, Barnstable, MA 02.630 Ph: 508-375-6605 § ���pF BAp„��t C."`. 4 79''. CERTIFICATE .OF ANALYSIS Page: 5 t f '. Barnstable County Health Laboratory Report Prepared For: Report Dated: 01/17/2002 Barnstable Health Department Order Number: G0213185 Thomas McKean P O Box 534 Hyannis, MA 02601 Laboratory ID#: 0213185-02 Description: Water Sample#: K3 K6 K4 Sampline Location: East Catch Basin Collected 01/16/2002 Collected by: S O'Brien Main St.,Gulf Station Received 01/16/2002 2-Hexanone BRL ug/L 20 8260 01/16/2002 4-Chlorotoluene BRL ug/L 0.5 8.260 01/16/2002 ` 4-Methyl-2-pentanone BRL ug/L 20 8260 01/16/2002 Acetone BRL ug/L 20 8260 01/16/2002 Benzene BRL ug/L 0.5 8260 01/16/2002 Bromobenzene BRL ug/L 0.5 8260 01/16/2002 Bromochloromethane BRL ug/L 0.5 8260 01/16/2002 Bromodichloromethane BRL ug/L 0.5 8260 01/16/2002 Bromoform BRL ug/L 0.5 8260 01/16/2002 Bromomethane BRL ug/L 0.5 8260 01/16/2002 Carbon tetrachloride BRL ug/L 0.5 8260 01/16/2002 Chlorobenzene BRL ug/L 0.5 8260 01/16/2002 Chloroethane BRL ug/L 0.5 8260 01/16/2002 Chloroform BRL ug/L 0.5 8260 01/16/2002 Chloromethane BRL ug/L 0.5 8260 01/16/2002 cis-1,2-Dichloroethene BRL ug/L 0.5 8260 01/16/2002 cis-1,3-Dichloropropene BRL ug/L 0.5 8260 01/16/2002 Dibromochloromethane BRL ug/L 0.5 8260 01/16/2002 Dibromomethane BRL ug/L 0.5 8260 01/16/2002 Dichlorodifluoromethane BRL ug/L 0.5 8260 01/16/2002 Ethylbenzene BRL ug/L 0.5 8260 01/16/2002 Hexachlorobutadiene BRL ug/L 0.5 8260 01/16/2002 Isopropylbenzene BRL ug/L 0.5 8260 01/16/2002 Methyl-tert-butyl ether BRL ug/L 2.0 8260 01/16/2002 Methylene chloride BRL ug/L 0.5 8260 01/16/2002 n-Butylbenzene BRL ug/L 0.5 8260 01/16/2002 n-Propylbenzene BRL ug/L 0.5 8260 01/16/2002 Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 Page: 6 CERTIFICATE OF ANALYSIS Barnstable County Health Laboratory Report Prepared"For: Report Dated: 01/17/2002 Barnstable Health Department Order Number: G0213185 Thomas McKean P O Box 534 Hyannis, MA 02601 Laboratory ID#: 0213185-02 Description: Water Sample#: K3 K6 K4 Sampline Location: East Catch Basin Collected 01/16/2002 Collected by: S O'Brien Main St.,Gulf Station Received 01/16/2002 Naphthalene BRL ug/L 0.5 8260 01/16/2002 p-bopropyltoluene BRL ug/L 0.5 8260 01/16/2002 sec-Butylbenzene BRL ug/L 0.5 8260 01/16/2002 Styrene BRL ug/L 0.5 8260 01/16/2002 tert-Butylbenzene BRL ug/L 0.5 8260 01/16/2002 Tetrachloroethene BRL ug/L 0.5 8260 01/16/2002 Toluene BRL ug/L 0.5 8260 .01/16/2002 Total xylenes BRL - ug/L 0.5 8260 01/16/2002 trans-1,2-Dichloroethene BRL ug/L 0.5 8260 01/16/2002 trans-1,3-Dichloropropene BRL ug/L 0.5 8260 01/16/2002 Trichloroethene BRL ug/L 0.5 8260 01/16/2002 Trichlorofluoromethane BRL ug/L 0.5 8260 01/16/2002 Vinyl chloride BRL ug/L 0.5 8260 01/16/2002 Approved By: �w-...--�--- (Lab Director) Superior Court House, PO.Box:427, Barnstable, MA 02.630 Ph: 508-375-6605 Y { r aall t{� >{t y�♦♦♦ m i r 46 Mv %;ice'_'' em�iixr �I CUMBERLAND FARMS, INC. 777 DEDHAM STREET,CANTON,MASSACHUSETTS 02021-9115 PHONE:617-828-4900 TELEX:710-348-0130(CUMBFARMS-CTON) November 30, 1992 Hyannis Fire Department 95 High School Road Extension Hyannis, Mass. 02601 Attn: Chief Chisolm RE: Underground Storage Tank Testing Results Cumberland Farms #2073 Cumberland Farms #2187 375 Barnstable Road 1171 lyanough Road Hyannis, Mass: Hyannis, Mass. Cumberland Farms #2184 --�'725 Main Street ` Hyannis, Mass. Dear Chief Chisolm, Please find enclosed for your handling copies of the latest tank testing results for the above referenced Cumberland Farms locations. With regards to the 700 gallon underground storage tank at Cumberland Farms #2184, located on 725 Main Street, I have enclosed an amended notification form indicating that this tank is not in service. I hope this will address your concerns in this matter. If you require anything further, please do not hesitate to contact me at the letterhead address above, or call (617) 828-4900, ext. 03324. Sincerely, CUMBERLAND FARMS,INC ile C. Tayeh, P.E. Director of Environmental Affairs cc: Charlotte Stiefel-Barnstable County Health and Environmental Department Nancy E.Harper-Commonwealth of Massachusetts, Assistant Attorney General PAR Real Estate System - General Property Inquiry Help Parcel Id: 308 143- - Account No: 221129 Parent: Location: 725 MAIN ST HYANNIS Neighborhood: * CO06 Fire Dist: HY Devel Lot: Lot Size: 1 . 30 Acres Current Own: BAY COLONY REALTY ASSOC State Class: 334 B012:3 No. Bldgs: I Area; 1944 777 DEDHAM ST Year Added: CANTON MA 2021 Deed Date: 080190 Reference: 7275/166. January 1st: BAY COLONY REALTY ASSOC Deed MMDD: 0890 Deed Ref: 7275/166 Comments: Values: Land: 280100 Buildings: 56400 Extra Features: 97600 Road System: 725 Index: 952 (MAIN STREET (HYANNIS) ) Frntg: 269 Index: ) Frntg: Control Info: Last Auto Upd: 091292 Status: C Last TAGS Update: 03249 ' Land Reviewed By: Date: 0000 Bldgs Reviewed By: RW Date: 0086 Tax Title: Account: Taken: Account Status: Hold Status: Cancel Press XMT for more data Next screen PAR Action Owners Name Road Index Road Name Parcel Number 308 144 Z 203 499 078 US Postal Service Receipt for Certified Mail No Insurance Coverage Provided. ' Do not use for Intemation 1 Mail See reverse to reet Pc ice,St Code Postage $ Certified Fee Special Delivery Fee Restricted Delivery Fee Ln Return Receipt Showing to Whom&Date Delivered a Return Receipt Showing to Whom, Q Date,&Addressee's Address 0 TOTAL Postage&Fees $ M Postmark or Date E Stick postage stamps to article to cover First-Class postage,certified mail fee,and P 9 P P 9 charges for any selected optional services(See front). 1. If you want this receipt postmarked,stick the gummed stub to the right of the return . address leaving the receipt attached, and present the article at a post office service m window or hand it to your rural carer(no extra charge). 2. If you do not want this receipt postmarked,stick the gummed stub to the right of the m cc return address of the article,date,detach,and retain the receipt,and mail the article. Ih LO 3. If you want a return receipt,write the certified mail number and your name and address i on a return receipt card,Forth 3811,and attach it to the front of the article by means of the gummed ends if space permits. Otherwise,affix to back of article. Endorse front of article RETURN RECEIPT REQUESTED adjacent to the number. Q 4. If you want delivery restricted to the addressee, or to an authorized agent of the 0 addressee,endorse RESTRICTED DELIVERY on the front of the article. 5. Enter fees for the services requested in the appropriate spaces on the front of this E receipt. If return receipt is requested,check the applicable blocks in item 1 of Form 3811. ti 6. Save this receipt and present it if you make an inquiry. 102595-97-8-0145 OF VIE ti Town of Barnstable Department of Health, Safety, and Environmental Services MUMSTABM MAS& 1639. Public Health Division ♦0 'OTEDMA'�� P.O. Box 534, Hyannis MA 02601 Office: 508-8624644 Thomas A.McKean,RS,CHO FAX: 508-790-6304 Director of Public Health November 17, 1998 Bay Colony Realty Assoc. Bldg. 123 777 Dedham Street Canton, MA 02021 NOTICE TO ABATE VIOLATIONS OF 105 CMR 410.00, STATE SANITARY CODE H.MINIMUM STANDARDS OF FITNESS FOR HUMAN HABITATION AND THE TOWN OF BARNSTABLE RENTAL ORDINANCE, ARTICLE 51 The property owned by you located at 725 Main Street, Hyannis was inspected on November 9, 1998 by Edward Barry, Health Inspector for the Town of Barnstable, because of a complaint. The following violations of 105 CMR 410.00, State Sanitary Code II, Minimum Standards of Fitness for Human Habitation were observed: 410.602A: Old mattress, plastic and paper scattered on the ground throughout the property. Pile of cement and other debris piled at rear of property. In addition, a white "starcraft" 2 wheel trailer, a white, "EZ loader" boat trailer with a white boat were stored on the property. You are directed to correct the above violations within fourteen (14) hours of receipt of this notice. You are also directed to correct the remaining above listed violations within seven (7) days of receipt of this notice. You may request a hearing if written petition requesting same is received by the Board of Health within seven (7) days after the date order is received. However, these violations must be corrected regardless of any request for a hearing. Please be advised that failure to comply with an order could result in a fine of not more than $500. Each separate day's failure to comply with an order shall constitute a separate violation. PER ORDER OF THE BOARD OF HEALTH ma . McKean Director of Public Health baycol/wp/q/Is A The Town of Barnstable Health Department "'out } 367 Main Street, Hyannis, MA 02601 1639. Kean Office 508-790-6265 �� Thomas A.Public Health �3� FAX 50 - 344 Director o[P Public b ��h NOTICE TO ABATE VIOLATIONS OF_105 CHR 410.00, STATE SANITARY CUUE III MINIMUM STANDARDS OF FITNESS FOR HUMAN HABITATION The property owned by you located at 577 was inspected r • 199? y► vi-5Z54V.1-�ea Health Inspector for the Town of Barnstable, because of a complaint. The following violations of 105 CHR 410.00, State Sanitary Code II, Minimum Standards of Fitness for Human Habitation were observed: IV You a di a to corn ese vio ons wit wenty- f (2 hours of_3_eci61ipL of th otice. Yvu are also directed to evrrect ,4�b P/ within ���y� T�1 days/hours of eceipt of this notice. You may request a hearing if written petition requesting same is received by the Board of Health within seven (7) days after the date order is received. However, these violations must be corrected regardless of any request for a hearing. Please be advised that failure to comply with an order could result in a fine of not more than $500. Each separate day's failure to comply with an order shall constitute a separate violation. PER ORDER OF THE BOARD OF HEALTH Thomas A. McKean Director of Public Health I BAY COLONY REALTY ASSOCIATES .i 777 DEDHAMSTREET CANTON, MASSACHUSETTS. 02021 TES. 617-162-1399 November 24, 1998 Mr. Thomas McKean Town of Barnstable Public Health Division P.O. Box 534 Hyannis, MA 02601 Re: 725 Main Street Hyannis, MA Dear Mr. McKean, Bay Colony Realty has your notice of violation dated November 17, 1998 . For over a month, I had been working with the police department in locating the owner of the items abandoned on our property. Unfortunately, Officer Devaney informed us that removal of the items by Bay Colony Realty was not an immediate option as our property was not posted. Officer Devaney attempted to locate the owner, Arthur J. Sullivan, ,Jr. , . by appearing at his last known address, but was told he had moved. On Thursday, November 19, 1998, Officer Devaney called our office to inform us that the items were no longer located on our property. We immediately contacted our Maintenance Department and had the proper notices/signs posted on the property. We apologize for the delay 'in the removal of these unsightly items, and we appreciate the assistance of your Police Department in bringing this matter to a close. If I may. be of assistance in the future, please do not hesistate to contact me at 1-800-225-9702, ext. 3328 . Sincerely, Sharon L. McElroy Property Manager cc:: J..•::Mumma P, tevereault . . 7-23-2002 10:34AM FROM HYANNIS FIRE/RESCUE S087786448 P. 1 HYANNIS FIRE DEPARTMENT s 95 HIGH SCHOOL RD,EXT.HYANNIS,MA.02601Qx tCAL �q HAROLD S. BR'UNELLE, CHIEF wo—li T►VAReml or visit wuawa■ FIRE PREVENTION BUREAU BUSINESS PHONE:(508)775-1300 FACSIMILE PHONE:(508)778-6448 LT. DONALD H.CHASE,JR.,CFI LT.ERIC F.HUBLER,CFI FIRE PREVENTION OFFICER FIRE PREVENTION OFFICER FACSIMILE TRANSMITTAL SHEET THIS FAX IS GOING TO: .. ....................1.. ........... .... .. THIS FAX IS BEING SENT BY: ............... SUBJECT OF THIS FAX: DATE: FAX NUMBER: NUMBER OF7PAGES:.�. .........:�� � ...... NOTES: ......................I............ ... .......................................... ........ ............................. ................................................................................................................................. 7-23-2002 10:35AM FROM HYANN I S FIRE/RESC L E 5087786448 P- 2 01/12/2002 03.23 FA% S08 888 9092 ELLIRO SAFE 002 Make application to total fare Department. Fire Departmert ietsins Original appt"teation and issues duplicate as PeratlL APPLICATION and PERiVtiT Fey �. for storage tank removal and transportaWn to approved tank disposal yard in accordance wish the provision of M.G.A-Chapter 148;Section 38A.527 CMR 9.00,appkcactivn is Hereby made by. 'Tatdt 0%~Kenos(please print) gra tlxt Realty. nest X Addm" 20 FtamPden Drive Smith.Easton, i �.. C,PM of Nwe—EUV i r o—Sa f a Go.o7W" _ Aftess P.0 40X 810: E.Sandy ich, to Andress Slpature Of appiving for p6m*) Signature(d aWying for pemA) 1 8 WV C;*Wftd Oahar 0 iF01 CeMtad 0 LSP a Ounr TW&LOCK0ort 725 Main street t3yannif3, lie Tank Capaaty(geiku►a) $50 `.'Substawe Cast Stored ar !!n OIl -------- Tadt Dimensums(dliftw x iwr th-) Aemark�. 1 �?► � u, W f t �Z Irnrn transpoNng weals E vr� i r o-Safe MA HataM w"Stemanitesto KkM199254 E.P.A.e M42985269323 Oppmwedlanlcdti=Wyard Turner Salvage Yankya►di 002 Type of inert gas 'reinkyardoodgeu .235 Commercial Street Lynti, MA CdyofTvwrt ,���J �FbtDr; Dl �� pemtit# 07 1 $2 Da of mete Data ei exptr8tion 102—__. Cig ate�pro9raf nwn�* 200201WO9 34Mture i TWO of Officer grarrting POPPY* Ails►rtainovat(c)send Fvrrn FP-29063 signed by focal Fire to WL Ono Ashboon&a, iota 131C,&sage,MA 0210&161s. s-N'(�� f 7-23-2002 10:36AM FROM HYANNIS FIRE/RESCUE 5087786448 P. 4 HYANNIS. FIRE DEPARTMENT - INCIDENT REPORT ' COMMENT PACE Incident No. A220036 Address 725 MAIN STREET Date of. Report 1 /14/2002 Commanding Officer Deputy Chief Report By Deputy Chief Responded to this location for a tank removal inspection request by Enviro-safe tank removal company. Upon arrival found a 550 gal steel tank formerly used for heating oil (approx 1930's to 60's) . Nick from Enviro Safe stated that they removed approx. 8 inches of product from the tank. Upon removal from the pit I observed dark black dirt along the entire bottom of the tank and also at one end. This dirt smelled heavily of heating oil. the second tank in the hole was supposed to be a 550 gallon steel tank formerly used for waste oil (approx 1930's to 60's) . What parts of the tank 1 could see, the majority of the tank was buried,by dirt/sand that had collapsed into the hole, was badly damaged. Nick stated his inital inspection found a badly damaged / crushed tank with a square hole out in it and it appeared to filled with sand. He belived that the tank hand not been cleaned as the dirt/sand appeared to be contaminted. Due to the depth of the tank, approx 12 feet, his machine on site was not sufficient to dig it out and the hole needed to be enlarged due to collapses. This tank will need to be taken out at a later date. In addition tothe above we both noted a strong odor coming from the excavation that was consistant with that of old gasoline. A Envimomental Engineer was on site (David A. Wright from ENSOL out of Billerica Mass. 976-670-0755) Consulting for the Town of Barnstable. He confirmed that there was gasoline in this area. He had previously sunk a test well on site approx 40 ft North of this pit, in an area where gasoline tanks had been removed from, and found an odor coming from this well also. His opinion was that this indeed was gasoline but that the "original clean-up had been good enough" and "no additional clean up is.needed" I requested a response from the Board of Health. David Stanton and Donna Mirandi both respondeded. Lt Don Chase, Fire Prevention Officer also,arrived on scene. We (the Board of Health, Hyannis Fire, Enviro-Safe and Mr. Wright) assesed the site and situation again so everyone was up to speed with all of the above. All parties above. except Mr. Wright, agreed that the gasoline odor was a concern and that a detectable odor outside of the excavation is a good indication of product above minimum acceptable ppm. The all tank removed from the hole was cleared to leave. Nick from Enviro-Safe contacted the property owner and arrangements were made for a L.S.P. Engineer representing the owner to survey the site/situation to provide data and plans to the Board of Health and the Fire Dept, for remediation. Board of health made arrangements with Enviro-Safe for refitling the hole appropriately. Deputy Chief Dean L. Melanson 7-23-2002 10:35AM FROM HYANNIS FIRE/RESCUE 5087786448 P. 3 Massachusetts Fire Incident Report Hyannis Fire department Date of Time Of Arrival Time In FDID Incident No. Exposure 0.. Incident Day of week Call Time Service 01922 A220086 L 0 ._ 1/11/2002� Friday © t0:15 10:17 11 :43 Address _ _ r Zip Census Tract r7 2 S IMain Street -�� H annis 4 o Type of Situation Found Type of Action Taken Mutual Aid ff:2 pilllleak W/o Ignition 411 3 investigation Only Fixed Property._!4Ae I nition Factor "vacant Property." --{ 91 $ 00 No Fire Found =0 Occupant Name Occupant Telephone frankfort Realty Trust �- �_� Owner Name Owner Address Owner Telephone Franfurt Really Trust 40. Hampden Drive S. Easton_ ^� Method Of Alarm Shift No Of Alarms - # of Personnel Responded 1 Telephone 1J CJ �_ (--� Hazardous s - L_;J Materiels Engines Tankers Aerial Other Vehicles Present 000 =0 - 000 002 Yes Fire Service Other Injuries Injuries 0 Fatalities © Injuries 0� Fatalitte5 �` 0 Rescues Mobile _Property tJ,ge �❑ is Car Stolen Insurance Company Mobile Property Make (-Year Mode! 7C-o^io—r�. License Number VtN Complex Area Of Orlgin Estimated �..._. J.= I Loss Equipment Involved In Ignition(-� Form Of Heat Of Ignition If Equipment Was Involved In Ignition Material Ignited-.- Year Make Model _ Equipment Serial Number L _._..,•...,____, Method of Extinguishment Level Of Fire Or! in Number Of Stories r7 I L-i Construction Type Detector Performance Sprinkler Performance Extent Of Damage _ Flame ���.,, ,... .....`....- Smoke Material Generating Most Smoke Type Of Material Generating Most Smokke-} Avenue Of Smoke Travel t— Weather Conditions Commanding Officer ..... ...........-......,....__.__...._... Deputy Chief Melanson� Report By 15eputy Chief Metanson. .. t + Subsurface Investigation Report former Hyannis Gulf Assessors Map 308, Parcel 143 725 Main Street Hyannis, Massachusetts Prepared for: Town of Barnstable c/o T. David Houghton, Assistant Town Attorney Town Hall 367 Main Street Hyannis, MA 02601-3907 Prepared by: ENS OL, Inc. 100 Treble Cove Road N. Billerica, MA 01862 December 2001 725 Main Street,Hyannis,MA ENSOL, Inc. December 2001 TABLE OF CONTENTS Section Page Executive Summary 1.0 Background and Purpose 1 Background Purpose Sampling Plan 2.0 Test Pitting for USTs 2 3.0 Soil Sampling and Analysis 2 Test Pits Soil Borings Soil Sampling and Field Screening Soil Laboratory Analysis 4.0 Groundwater Sampling and Analysis 4 5.0 Discussion 4 Summary Comparison to MCP Reportable Concentrations Notification 6.0 Limitations 6 Figures 1: Sketch of Subject Property & Prior Well Locations 2: December 2001 Sampling Locations Tables. 1: Summary of Soil Chemistry 2: Summary of Groundwater Chemistry Appendices A Protocols B: Sampling Logs and Field Screening Data C: Laboratory Chemistry Results D: Standard Terms and Conditions FT($OL— EnvironrnentalSo(utions for Business ENSOL Bnvironm.ental Solutions for Business December 28, 2001 l Town of Barnstable c/o T. David Houghton, Assistant Town Attorney Town Hall 367 Main Street Hyannis,MA 02601-3907 Subject: Subsurface Investigation Report former Hyannis Gulf 721 Main Street,Hyannis, MA(herein the Subject Property) Dear Attorney Houghton: Pursuant to the executed E proposal, NSOL, Inc. (herein ENSOL, we or our) has conducted a Subsurface Investigation of the above referenced property. This investigation is a follow- up to ENSOL's December 2001 Environmental Assessment Report and to other prior studies of the Subject Property. The Subject Property operated as a gasoline service station for approximately 60 ears, and . Y is on record with the Massachusetts Department of Environmental Protection (DEP) as the location of a release of gasoline from underground storage tanks (USTs)formerly used at the property and of a release of petroleum hydrocarbons through a former dry well that serviced floor drains in the building. Remedial actions were performed for both releases and opinions were filed with the DEP in the 1990s that no further action was warranted. As a result of the investigation and remediation of the prior releases, soil and groundwater at the Subject Property has been extensively tested for oil and hazardous materials (OHM). The purpose of the investigation described herein was to address potential data gaps of the prior studies. Specifically, the sampling plan had three objectives: 1) to evaluate whether a UST remains in areas where USTs were previously identified to be used; 2) to evaluate soil in the former locations of oil USTs,floor drains and lifts, as well as shallow soil across the Subject Property, for evidence of a reportable release of OHM that may not have been identified by the previous testing; and, 3) to perform confirmatory testing of groundwater for petroleum hydrocarbons and solvents. 1 As defined in M.G.L. Chapter 21E and the Massachusetts Contingency Plan (MCP; 310 CMR 40). 100 Treble Cove Road, Billerica,MA 01862 (978)67.0-0755 FAX:(978)670-0767 ENSOL, Inca 725 Main Street, Hyannis,MA December 2001,Executive Summary,Page 2 Summary of Findings Overview of Sampling Plan: Test pits were advanced in the reported former locations of oil USTs. Soil samples were collected from the test pits and from soil borings, and groundwater samples were collected from temporary well points. Soil samples were screened in the field for total petroleum hydrocarbons(TPH) and volatile organic compounds (VOCs) indicative of petroleum products or solvents. Based on the field screening,select soil samples were submitted for laboratory analysis of total volatile and/or extractable petroleum hydrocarbons(VPH/EPH), VOCs,PCBs, and/or metals. The groundwater samples were tested for VPH and/or EPH, and for VOCs. The laboratory chemistry results are compared to the applicable RCS-I soil and RCGW-2 groundwater Reportable Concentrations (RCs) defined in the MCP. USTs: Two USTs were identified to remain near the southeast corner of the building. The location of the USTs is consistent with two 550-gallon USTs used for fuel oil and waste oil that are depicted on a 1937 plan of the building. Testing of Soil &Groundwater Near Abandoned USTs: Soil samples collected near the piping above the USTs did not exhibit evidence of a release of OHM. Soil collected near the water table immediately downgradient of the USTs exhibited a petroleum odor and elevated readings using a portable photoionization detector (PID). Soil and groundwater samples collected from this location were reported to contain petroleum hydrocarbons at levels slightly above the applicable RCs. It is not evident whether this impact is associated with the USTs or residual from historic releases. Testing of Soil in Other Areas: No evidence of an additional reportable release of OHM was identified. No detectable levels of PCBs or chlorinated solvents were identified, and the levels of metals were consistent with expected naturally-occurring levels. Petroleum hydrocarbons were identified,but at concentrations below the RCS-1 criteria. Polycyclic aromatic hydrocarbons(PAHs) were identified at levels slightly above the RCS-1 criteria in some of the samples,but appear to be associated with coal ash or wood ash, which is ubiquitous in developed areas and is not classified as a release of OHM. The levels are consistent with expected background conditions. Confirmatory Testing of Groundwater: In addition to the groundwater sample collected next to the abandoned USTs,groundwater samples were collected from four temporary well points located along the southern, downgradient boundary of the Subject Property and in the former location of the gasoline USTs. Consistent with the prior results,no detectable levels of chlorinated solvents were identified, and only low levels of petroleum-related compounds were detected in these four samples. All of the concentrations are below the applicable regulatory criteria. EN50L—Environmental Solutions for Business E SOLo Inc. 725 Main Street,Hyannis,MA December 2001,Page 1 1.0 Background and Purpose Background The subject of this Report is the property located at 725 Main Street in Hyannis, Massachusetts (herein the Subject Property). The Subject Property is identified with the Town of Barnstable Assessors office as Map 308 Parcel 143. The Subject Property is improved with a vacant service station building. The Subject Property operated as a gasoline service station from 1937 into the 1990s, and also as an automobile dealership from the 1930s to 1960s. This investigation is a follow-up to ENSOL's December 2001 Environmental Assessment Report and to other prior studies of the Subject Property. The Subject Property is on record with the Massachusetts Department of Environmental Protection (DEP) as the location of a release of gasoline from underground storage tanks (USTs) formerly used at the property(DEP#4-0222) and of a release of petroleum hydrocarbons through a former dry well that serviced floor drains in the building(DEP#4- 13857). Remedial actions were performed for both releases and opinions were filed with the DEP in the 1990s that no further action was warranted. Purpose As a result of the investigation and remediation of the prior releases,soil and groundwater at the Subject Property have been extensively tested for oil and hazardous materials (OHM). The purpose of the investigation described herein was to address potential data gaps of the prior studies. Specifically,the sampling plan had three objectives: 1) to evaluate whether a UST remains in areas where USTs were previously identified to be used;2)to evaluate soil in the former locations of oil USTs,floor drains and lifts, as well as shallow soil across the Subject Property, for evidence of a reportable release of OHM' that may not have been identified by the previous testing; and, 3) to perform confirmatory testing of groundwater for petroleum hydrocarbons and solvents. Sampling Plan Test pits were advanced in the reported former locations of oil USTs. Soil samples were collected from the test pits and from soil borings,and groundwater samples were-collected from temporary well points. Soil samples were screened in the field for total petroleum hydrocarbons (TPH) and volatile organic compounds (VOCs) indicative of petroleum products or solvents. Based on the field screening,select soil samples were submitted for laboratory analysis of total volatile and/or extractable petroleum hydrocarbons(VPH/EPH), VOCs, PCBs,and/or metals. The groundwater samples were tested for VPH and/or EPH, and for VOCs. The laboratory chemistry results are compared to the applicable RCS-1 soil and RCGW-2 groundwater Reportable Concentrations(RCs) defined in the MCP.'- I As defined in M.G.L.Chapter 21 E and the Massachusetts Contingency Plan(MCP;3 10 CM 40). 2 In the MCP soil is classified as RCS-1 or RCS-2 and groundwater is classified as RCGW-I orRCGW- 2;the more stringent reporting thresholds are generally associated with RCS-I and RCGW-1. Groundwater .L,A/,SOL—Environmental Solutions f or Business ENSOL, Inc. 725 Main Street,Hyannis,MA December 2001,Page 2 2.0 Test Pitting for USTs Test pits were advanced in three specific locations where small (550 to 700 gallons)fuel oil or waste oil USTs were depicted to have been located in the environmental assessment reports on file with the DEP. Records on file with the Hyannis Fire Department indicate that two of these USTs had been removed, and that all USTs known to have been used for gasoline or diesel had been removed. The test pits were excavated on December 21", 2001 using a backhoe operated by WRT Construction,Inc. of Hyannis. The reported locations of the USTs are indicated in Figure 1, and the locations of the test pits are indicated in Figure 2. Two USTs were identified to remain near the southeast corner of the building. The location of the USTs is consistent with two 550-gallon USTs used for fuel oil and waste oil that are depicted on a 1937 plan of the building. The tops of the USTs are situated approximately 6 feet below surface grade, with fill pipes extending nearly to the surface. Excavation was not extended greater than 6 feet for safety reasons. In the other two locations where oil USTs were reported to have been located,piping,debris and fill materials were encountered that indicated that oil USTs had been removed from " these locations. 3.0 Soil Sampling and Analysis Test Pits A large continuous test pit("SE") was excavated to a depth of 6 feet below grade to the southeast of the building, in the reported locations of three USTs. Two small test pits "W") were excavated to a depth of approximately.5 feet below grade in small asphalt patches in the reported former location of a fuel oil UST to the west of the building. Two test pits ("bays") were excavated to a depth of approximately 5 feet below grade within the garage service bays of the building. The locations of the test pits are indicated in Figure 2, and test pit logs are provided in Appendix B. Soil Borings Eleven soil borings (B-1 to B-7E) were advanced at the Subject Property to depths ranging from 4 to 15 feet below grade. The borings were advanced on December 21st using a truck-mounted,Earthprobe 200, "direct-push" rig. Soil samples were collected using continuous 4-foot macro-core:samplers. David A.Wright of ENSOL was present to specify boring locations and to log the soil cores and collect soil samples. The locations of the borings are depicted in Figure 2, and boring logs are provided in Appendix B. at the Subject Property is classified RCGW-2 because it is not protected as a current or potential source of drinking water,and soil is classified as RCS-1 because residences are located within 500 feet. E,A�SOL— Environmental Sofutions for Business ENSOL, hic 725 Main Street,Hyannis,MA December 2001,Page 3 Soil Sampling and Field Screening As indicated in the borings logs provided in Appendix B, soil samples were collected from the cores at certain depths to characterize changes in soil lithology and/or contaminant conditions based on visual and olfactory observations. Samples were collected directly into appropriately preserved containers,which were stored on ice. All soil sampling and screening was conducted in accordance with the protocols of Appendix A. All soil samples were screened in the field for total VOCs indicative of petroleum products or solvents using a photoionization detector[PID].3 A description of the soil samples and of the PID screening results is provided in the borings logs of Appendix B. Based on the PID readings and observations, 15 select soil samples were additionally screened for total petroleum hydrocarbons (TPH)using a portable Dexsil PetroFlag analyzer. The samples screened with the PetroFlag were not necessarily those considered most likely to be impacted with petroleum, but principally to demonstrate that other samples did not contain appreciable levels of petroleum hydrocarbons. The PetroFlag results are provided in Appendix B. Based on the field screening results and observations,soil that appeared to be appreciably impacted with petroleum hydrocarbons was identified near the water table(approx. 11-14 feet below grade) in the boring(B-6)advanced immediately downgradient of the abandoned USTs. Soil collected near the water table in the borings in (B-4) and downgradient(B-3) of the former location of the gasoline USTs exhibited a slight petroleum odor and soil collected from near the water table in the boring(B-1)downgradient of the former septic system and floor drain dry well exhibited a slight septic odor. Otherwise, no staining or odors were associated with the other soil samples, and the PID readings and PetroFlag results were consistent with background conditions in uncontaminated soils. Soil Laboratory Analysis Select soil samples were submitted to Groundwater Analytical,Inc. of Buzzards Bay,MA, a Commonwealth of Massachusetts-certified chemical analysis laboratory. The samples included discrete samples collected in the location of the abandoned USTs, the other former USTs, and the former floor drains,and a composite sample of surface soil collected from the rear portions of the property. The analyses included nine samples for Extractable Petroleurn Hydrocarbons(EPH) and fuel oil-derived polycyclic aromatic hydrocarbons (PAHs) by the DEP method,one sample for analysis of volatile petroleum hydrocarbons (VPH)and target petroleum-derived VOCs by the DEP method,three samples for chlorinated VOCs by EPA Method 8021b,five samples for PCBs by EPA Method 8082, and five samples for RCRA-8 metals. The laboratory chemistry results are provided in Appendix C and are summarized in Table 1, where the data are compared to the applicable RCS-1 Reportable Concentrations and to the Category S-1 cleanup criteria.defined in the MCP. t 3 Using a PE Photovae 2020 PID,which was calibrated in the field to a 100 ppmv isobutylene standard and corrected to benzene equivalents,as described in the MA DEP Policy#WSC-94-400,"Interim Remediation Waste Management Policy for Petroleum Contaminated Soils." EN50L—EnvironmentafSofutions for Business 725 Main Street, Hyannis, MA ENSOL/ hic. December 2001,Executive Summary, Pave 3 Opinions and Recommendations Of the soil and groundwater testing performed in this investigation, one class of petroleum hydrocarbons in one location was identified at concentrations in excess of the applicable Reportable Concentrations defined in the MCP. The source and extent of impact is not evident from the available testing, but may be residual from the historic gasoline release. ENSOL recommends that the nearby abandoned USTs be removed, and that additional soil testing be conducted in this area to evaluate whether further action is warranted. Opinions that no further action was warranted with regard to releases of OHM at the Subject Property are already on.file with the DEP. Therefore, the finding today of compounds in soil or groundwater at concentrations exceeding the RCs does not necessarily confer an obligation to notify the DEP of these results. The release notification issue depends on whether the new data would invalidate the conclusions of the prior opinions on file with the DEP. Specifically, if a new release of OHM has not occurred, then the MCP states that the finding of OHM above RCs does not require notification unless "the presence of such OHM would negate or change such determinations or statements were that presence taken into account to the preparation" of the opinion,or unless "changes in activities, uses and/or exposures" occur at the property that would have the same effect. In the opinion of ENSOL, this single measurement is not sufficient to alter the prior opinions on file with the DEP,even for unrestricted future uses of the Subject Property, if it is associated with residual of the prior gasoline release. However, because the source is not evident,ENSOL recommends some supplemental testing in this area to demonstrate that the petroleum is related to the historic gasoline release conditions and that significantly higher levels are not present. This testing could be conducted in concert with the removal of the USTs. On a separate note, it is possible that field screening of soil samples that would be collected during the removal of the UST might incur a notification obligation. The results of the proposed laboratory testing would dictate whether and to what extent remedial action is needed. It has been a pleasure to serve you; please contact the undersigned with any questions. Sincerely, ENSOL, Inc. Davi Wrig t Project Manager ENSOL— Environrnentat Solutions for business ENSOL, Inc. , 725 Main Street,Hyannis,MA December 2001 Pare 4 4.0 Groundwater Sampling and Analysis Groundwater samples were collected from temporary well points set in five of the borings (B-1 to B-4 and B-6)on December 21". Three of the samples (B I/TW1,B2/TW2, B3/TW3) were collected along the downgradient boundary of the Subject Property. One sample(B4frW4)was collected from the middle of the former location of the gasoline USTs. One sample(B6/TW5) was collected immediately downgradient of the abandoned USTs. The temporary well points were set by either advancing a 2-foot length of slotted steel in front of the drill rods or by.installing a 10-foot length of slotted PVC piping in the boring. The groundwater samples were collected using a low-flow peristaltic pump and dedicated polyethylene tubing. In accordance with the protocols of Appendix A,purging continued until groundwater flowed relatively free of suspended particulates. A slight petroleum odor and sheen were associated with groundwater initially purged from well point TW-5. Groundwater purged from well points TW-3 and TW-4 exhibited a slight P P g P g petroleum odor. Groundwater purged from well point TW-I exhibited a slight septic odor. The groundwater samples were submitted to Groundwater Analytical,Inc.for analysis of chlorinated and aromatic VOCs by EPA Method 8021 b and for VPH fractions and target VOCs by the DEP method. Groundwater collected from the well point(TW-5) near the abandoned USTs was also tested for the EPH fractions and target PAHs by the DEP method. The groundwater chemistry results are provided in Appendix C and are summarized in Table 2, where the data are compared to the applicable RCGW-2 Reportable Concentrations and to the Category GW-2 and GW-3 cleanup criteria defined in the MCP. 5.0 Discussion Summary Soil samples collected near the piping above the abandoned USTs did not exhibit evidence. of a release of OHM. Soil collected near the water table immediately downgradient of the abandoned USTs exhibited a petroleums odor and elevated readings using the PID. Soil and groundwater samples collected from this location were reported to contain petroleum hydrocarbons at levels slightly above the applicable RCs. It is not evident whether this impact is associated with the USTs or with residual from historic releases. Beyond the UST area, no evidence of an additional reportable release of OHM was identified in soil. No detectable levels of PCBs or chlorinated solvents were identified, and the levels of metals were consistent with expected naturally-occurring levels. Petroleum hydrocarbons were identified, but at concentrations below the RCS-1 criteria. Polycyclic aromatic hydrocarbons (PAHs) were identified at levels slightly above the RCS-I criteria in some of the samples,but appear to be associated with coal ash or wood ash, which is ubiquitous in developed areas and is not classified as a release of OHM. The levels of PAHs are consistent with expected background conditions. Beyond the UST area, no evidence of an additional reportable release of OHM was identified in groundwater. Consistent with the prior results, no detectable levels of EN( OL— Environmentol Solutions for Business ENSOL, Inc. 725 Main Street,Hyannis,MA December') Page 5 chlorinated solvents were identified,and only low levels of petroleum-related compounds were detected,below the applicable regulatory criteria. Comparison to.MCP Rel.)ortable Concentrations Groundwater at the Subject Property is not protected as a current or potential source of drinking water. Hence, groundwater is classified as RCGW-2 for release notification purposes under the MCP. Properties located within 500 feet of the Subject Property are used for residential purposes; hence soil is classified as RCS-1. Chemicals were identified at levels above the applicable Reportable Concentrations (RCs) defined in the MCP in the following areas: • C5-C8 volatile petroleum hydrocarbons(VPH) in soil and in groundwater near the abandoned USTs; and, • four combustion-derived PAHs in shallow soil. The C5-C8 VPH may be associated with residual from the historic gasoline release,or may be.associated with the use of the two nearby abandoned USTs. Additional testing would be needed to further evaluate which is the case. The combustion-derived PAHs do not correlate with the finding of petroleum hydrocarbons, and are present at levels consistent with expected background conditions in developed areas. Hence, these PAHs are associated with either coal ash or wood ash; and by definition satisfy a condition of no significant risk in the MCP. Notification In most circumstances, the MCP requires notification to the Massachusetts Department of Environmental Protection (DEP)by the owner or operator of a property when chemicals are found in soil or in groundwater at levels equal to or above the applicable Reportable Concentrations. One exemption that applies here is that PAHs associated with coal ash or wood ash are exempt. A second exemption that might apply is if the petroleum hydrocarbons are associated with the previously identified release conditions and if the new data do not significantly modify the no further action opinion on file with the DEP. Opinions that no further action was warranted with regard to releases of OHM at the Subject Property are already on file with the DEP. Therefore, the finding today of compounds in soil or groundwater at concentrations exceeding the RCs does not necessarily confer an obligation to notify the DEP of these results. The release notification issue depends on whether the new data would invalidate the conclusions of the prior opinions on file with the DEP. Specifically, if a new release of OHM has not occurred, then the MCP states that the finding of OHM above RCs does not require notification unless "the presence of such OHM would negate or change such determinations or statements were that presence taken into account in the preparation" of the opinion,or unless "changes in activities, uses and/or exposures"occur at the property that would have the same effect. In the opinion of ENSOL, this single measurement in boring B-6/well TW-5 is not sufficient to alter the prior opinions on file with the DEP, even for unrestricted future uses of the Subject Property, if it is associated with residual of the prior gasoline release. E)VOL— `FnvironmentaCSolutions for Business ENSOL �. 725 Main Street,Hyannis,MA Daeemhnr 2QQ 1,Page 6 However, because the source is not evident,ENSOL recommends some supplemental testing in this area to demonstrate that the petroleum is related to the historic gasoline release conditions and that significantly higher levels are not present. This testing should be conducted in concert with the removal of the abandoned USTs. In addition, it should be noted that the PID readings in boring B-6 were sufficiently high such that field screening of soil samples that would be collected during the removal of the USTs might incur a notification obligation. 6.0 Limitations This Report has been prepared for the exclusive use of the Town of Barnstable and Counsel to same„subject to ENSOL, Inc.'s Standard Terns and Conditions which are provided in Appendix D. No other party may rely upon this Report without the express written consent of ENSOL. B:7�50L— Environmenta(Sofutions for Business C7 ­3 C/) Ci7 MAIN SIREET IQ i7 (j,CD � ® catch I in basins P � former locations o a =' C 4 gasoline USTs "' Cn (D 0-.4 installed 1937 former locations of on removed 1988 4gasoline USTs ■ GT-I CD < ■ um s installed 1937 r; O GT-4 removed 1988 x COUD former locations of 6 gasoline USTs 1964-1981 and four O um s gasoline/diesel ® catch catch basin ®basin USTs 1981-1997 ■ GT-16 ■ MW-1 h UQ ■ c 3-bay,vacant GT gasoline service station' ® ■� reported>j0-gal. fuel oil UST GT-13 o ro Cn installed 1961ir � II former 275-gal. II x n firmer Location of ` C fuel oil AS1' C floor drains separator reported 550-nal x C &dry well-removed 1997 removed 1997 II _ oo C �-y Y II fuel oil&waste oil �. =I r C ■ ■ ■ II ■ USTs installed 1937 I I GT-18 GT-17 GT-12 II II GT-3 ■ GT-I I footprint of former service building o Cr ,r'� II for auto dealership reported 700-gal. G) "d II waste oil UST -� II remm ed 1990s rfl II II GT-9 .y GT-6 ■ ■ GT 7 ■ GT-5 ■ =groundwater Nmonitoring well (removed) GT-14 ■ GT-8 i � M r • • M ^� IMP IOU o1F ell W i 1 IM I w °7 z o a al F., .� • C r ,r ENSOL, Inc. Figure 2: Dec. 2001 Sampling Locations .Subsurface Investigation Z 725 Main Street, Hyannis December 2001 scale: approx. I in. = 30 ft. �TT 725 Main Street, Hyannis,MA ENSOLo Inc. December 2001 Appendix C: Laboratory Y Chemistr Results ENS OL— Environmental Solutions for Business f GROUNDWATER P.O.Gro Bo 1200 nalytica Inc_ P.O.Box 1200 ANALYTICAL Buzzards Main Street Buzzards Bay,MA 02532 Telephone(508)759-4441 FAX(508)759-4475 December 27, 2001 Mr. David Wright ENSOL, Inc. 100 Treble Cove Road N. Billerica, MA 01862 Project: Hyannis/1930 Lab I D: 47175 Sampled: 12-21-01 Dear David: Enclosed are the Metals, PCBs, Volatile Organics, and Extractable Petroleum Hydrocarbons Analyses performed for the above referenced project. This project was processed for Rush turnaround. This letter authorizes the release of the analytical results, and should be considered a part of this report. This report contains a project narrative indicating project changes and non-conformances, a brief description of the Quality Assurance/Quality Control procedures employed by our laboratory, and a statement of our state certifications. 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, '(, :,, Jonathan R. Sanford President RS/l aj Enclosures I Vibratory Drill Soil Sampling Log I'r(?jcct Namc: 11,30 ��Cb�nt`.s Boring M: B— 5 %Vcll H Projcct Address: -7�-,Y' [)atc: l )--zi -0t ENSOL Pcrsonncl: V�, W r� jgtt Boring Contractor: SAMPU'R COMMENTS: p p Macrocorc 1n r MIcCL��2. �Ovr �Yu�n v� `r-A-r 6JA 'HO^ ❑ Iargc•corc ti Mc Y' SAMPLE FIELD STRATA.CHANGE 19I'I:RVAI SAMPLE ID&DESCRIPTION SCREENING AND GENERAL & R[=COVERY (Unificd Soil Classification System) (PPMV) DESCRIPTION Jf5[iv�i c.5 t huv�v�"-VlJJ3 1-21-V\ 150.VLck Location Sketch PROPORTIONS USED PARTICLE StZF. TRACE 0 TO 10% (_'OS >75 mm ff LC[.E 10T020% COARSEAR.SE GRAVEL 19-75 mm SOME 20TO3596 FINE GRAVEL 5-19mm 1 COARSE SAND 2-5 mm t MEDIUM SAND 0.5-2 mm << FINE SAND 0.1-0.5 mm FINES <0.1 mm ENSOL, Inc. 100 Treble Cove Road, Billerica,MA 01862 Vibratory Drill Soil Sampling Log Projcct Namc: 1 9 al0 V4,Ye6A'A"J [luring a: 13' (0 Wcll H: f.s I'rojcct Address: '7'�,T' r/l.gt �,i- Datc: 1 1-2-1 —01 . ENSOL Pcrsonncl: �, t' (^t}- Boring Contractor: -W0 ,.,\ S✓Y" r SAMPLER COMMENTS: _� ii Macro•corc S � �IiKJ Y�' f a LI��V�'r �S���f�`, u� `Z Ol LEA v� a i�t Q TS ❑ largc•corc 7 SAMPLE SAMPLE 1D&DESCRIPTION FIELD STRATA.CHANGE INTERVAL. SCREENING AND GENERAL & RECOVI'RY (Unifcd Soil Classification Systcm) (ppmv) DESCRIPTION 1�5� �� s�.r,J •F;1 I '� 11/Z i 1 i Io to-if. S-I 0 S >Z to I2-t �°^^ �, `✓rAtiel2.-13 S-Z 7,50 L ht,1 w�' N 13 t o A-04- + S a 5-3 19 .�•2vr.�J�r r� •w�2.1� �•t: _ S�re�e,,.< S-1s r Location Sketch PROPORTIONS USED PARTICLE SIZF TRACE 0 TO 1096 COBBLES >75 mm L[TTLE IO TO 2096 COARSE GRAVEL 19-75 mm ( ]�-\J 5 r SOME 20 TO 3596 FIKE GRAVEL 5.19 mm COARSE SAND 2.5 mm MEDIUM SAND 0.5.2 mm << ` FINE SAND 0.1-0.5mm FINES <0.1 mm ENSOL, Inc 100 Treble Cove Road, Billerica,MA 01862 Vibratory Drill Soil Sampling Log Project Name: 113 o \4ya+A'kt,'j Boring H: j J 7— Well Project Address: -7')-y l,A i*t^ Date: t)-- 2-1 —0t ENSOL Personnel: V�y i4 Boring C o n I.ra c I.o r: —tv �,.a\ s✓vld SAMPLER COMMENl:S: Macro-corc 1 ❑ Largc-corc �7UYi/1/�S SAMPLE F1ELD STRATA.CHANGE INTERVAL SAMPLE ID&DESCRIPTION SCREENING AND GENERAL & RECOVERY (Unificd Soil Classification System) (ppmv) DESCRIPTION 3 1f2- c. L ' L/ c- 2 f y ' 0 ND 51-at�� cy r uuot's Location Sketch PROPORTIONS USED PARTICLE SIZE TRACE TO 10 COBBLES >75 mm LR-i - L.E I0 TO 20% COARSE GRAVEL 19-75 mm SOME 20 TO 35% FINEGRAVEL 5-I9mm .e t COARSE SAND 2-5 mm h 1 MEDIUM SAND 0.5-2 mm FINE SAND 0.1-0.5 mm 0 —- —� FINES <0.1 mm ENSOL,Inc. 100 Treble Cove Road, Billerica,MA 01862 I Groundwater Sarnpling Report C'rojcct Name: I `) 3U N.J�.r..;; Ltil Well It: Project Address: '72-'S- M-,. Date: i Z' 17,NSOL Personnel: D . �4 r; hr S',n.t .0 s r - Sample It: Water Level Water level measuring device: ❑ Solinst Interlace Meter Model 122; ❑ Other: Reference Point: 1 y'^^OJrRr•.I vlzt,l ,)Inr_-5kA Depth to Free Product: _ Fcet; ❑ No Free Product Detected Depth to water table (G): Fect Depth to well point (W): I •� /.57 Feet Height of water column (H=W-G): Feet Diameter of well (D): Inches Well volume (V=D*D*H/24.5): 'Gallons Purging Device: '10\ Peristaltic pump; ❑ Disposable Bailer; ❑ Grundfos pump; ❑ Other: Volume: L- Gallons Time: —'15 "^ Comments: Field Parameters Parameter Measurement Instrument fA.B.C,DI Key Temperature: °C A =YSI Model 33 Specific Conductance: µMHOS B = YSI Model 95 pH: S.U. C = Fisher Accumet 1001 Dissolved Oxygen: % /mg/I. D =Other Other: N Comments: Chemistry Sampler type:�A Peristaltic pump; ❑ Disposable Bailer; ❑ Grundfos pump; ❑ Other: CONTAINERS PRESERVATION ANALYSIS REQUIRED b � (! y1 U V � Q o E 00 > a u O ul u E n a a ar E o oa o] m oo u z S 00 o u E J �D cca c .y �f N N C a 0000 aa n L a 0N0 000 0000 a « o Q, a °�° 0000 E Z > '" 1 a u u m S U Q U W W °° y e u Q U E E V C1 V [XN� N �XV1 Q O N H y q S .5 :: V V per, per. X � Z U� 0_ a _ >O N 11 o t y a r > > > E F F n. Q d OL L� a VI C ENSOL, Inc. 100 Treble Cove Road, Billerica, MA 01862 GI-OIIndwater Sarnplin€; Report Project Name: I `133 Well f: j W — 3 (6--3) Project Address: "7ZS Mc. n �r• Date: I Z" t —v I NSOL Personnel: D . �,4 6 , Sample It.. Water Level Water level measuring device: ❑ Solinst Interface Meter Model 122; ❑ Utlier.: _ Reference Point: Depth to Free Product: Fect. ❑ No Free Product DetcC[ed Depth to water table (G): Fect Depth to well point (W): [ Feet Height of water column (H=W-G): Feet Diameter of well (D): Inches Well volume (V=D*D*H/24.5): 'Gallons Purging Device: 4 Peristaltic pump; ❑ Disposable Bailer; ❑ Grundfos pump; ❑ Other: Volume: Gallons Time: Comments: p ra^ dy'rrr �, li cl�r ��t}�o1z�^-° vo�J✓ Field Parameters Parameter Measurement Instrument FA,B.C.DI -Key Temperature: 0C A = YSI Model 33 Specific Conductance: µMHOS B = YSI Model 95 pH: S.U. C = Fisher Accu met 1001 Dissolved Oxygen: %/ mg/L. D =Other Other: N ' Comments: Chemistry Sampler type:A Peristaltic pump; ❑ Disposable Bailer; ❑ Grundfos pump; ❑ Other: CONTAINERS PRESERVATION ANALYSIS REQUIRED U U O $ E 00 > a v T7 L CO a E v n 00j 0 W 0 0 S0 a OO10 N N > E 00a °O- a 00 00 00 0 0. 00 rCyJ 0 E zal FF 00 Q C o .0 A¢ co ZT °O QQ U c "i w� o. X• ENSOL, Inc. 100 Treble Cove Road, Billerica,MA 01862 Groundwater Sampling Report Project Nance: I r1 3,D WC11 It: '"[i w—'i Project Address: ' Mc. ;I'\ 5r- Date: i'L ENSOL. Personnel: . ,Jr-, - v,r r - Sample It: Water Level Water level measuring device: ❑ Solinst Interface Mcier Model 122; ❑ Other._ Reference Point: t eve jq- Nr, V.fe 0 L,ti, SRA Depth to Free Product: Feet; ❑ No Frce Product Detected Depth to water table (G): Fect Depth to well point (W): ' l Feet Height of water column (H=W-G): Feet Diameter of well (D): Inches Well volume (V=D*D*H/24.5): '.Gallons Purging Device: b Peristaltic pump; ❑ Disposable Bailer; ❑ Grundfos pump; ❑ Other: Volume: L Gallons Time: Lf Comments: Field Parameters Parameter Measurement Instrument fA,B.C.DI Ke Temperature: °C A = YSI Model 33 Specific Conductance: µMHOS B = YSI Model 95 pH: S.U. C = Fisher Accumet 1001 Dissolved Oxygen: %/ mg/L D = Other Other: N Comments: Chemistry Sampler type:( Peristaltic pump; ❑ Disposable Bailer; ❑ Grundfos pump; ❑ Other: CONTAINERS PRESERVATION ANALYSIS REQUIRED .�. y a u U y e = o O o E 00 > a u 9 u Is o v 3 3 y Ci eea aJ u a � [q Oq T T a '� 0 a'^ y y y •V V V � N CV C G. 00 N E a _ i7 5 a G. O a .O O N O O O O C W 00 00 N 00 Z F ' _ Ty o0 00 00 Icy' ' 0 W W 00 c r? C Q V G G .V-. 0 ? V y y y (Xy� V L 1 Q 0 y N y Q Q � 4� O E v01 8 G r 7 S :: O V , pX, �x+ Q 1Q-1 Q' WG (�� WUJ O O 0 7 O > N N V1 O r y C > > > F-' t" t" .� fl. Q CL 0. L� ..7 N U ENSOL, Inc. 100 Treble Cove Road, Billerica,MA 01862 Groundwater Sampling Report Project Name: f `'I 3o HI-r-:.; (;v► Well it: —FW _5- ( h—(a) Project Address: '72-15- Mc..:n Sr. Date: I'L 1 —v I NSOL Personnel: p . W r, • ht- ,A -u'i�r • Sartthle it: Water Level Water level measuring device: ❑ Solinst Interface Meter Model 122; ❑ Other: Reference Point: te o,rar I Wzt,l Depth to Free Product: Feet; ❑ No Free Product Detected Depth to water table (G): Feet Depth to well point (W): J� —� � Feet Height of water column (H=W-G): Feet Diameter of well (D): Inches Well volume (V=D*D*H/24.5): 'Gallons Purging Device: `� Peristaltic pump; ❑ Disposable Bailer; ❑ Grundfos pump; ❑ Other: Volume: Gallons Time: ►,S y rs- Comments: Field Parameters Parameter Measurement Instrument fA.B.C,DI Temperature: 0C A=YSI Model 33 Specific Conductance: µMHOS B = YSI Model 95 pH: S.U. C = Fisher Accumet 1001 Dissolved Oxygen: % / mg/L D = Other Other: N �' Comments: Chemistry Sampler type:'A Peristaltic pump; ❑ Disposable Bailer; ❑ Grundfos pump; ❑ Other: CONTAINERS1 PRESERVATION ANALYSIS REQUIRED sS{j a o O Q a O E — y d v u tf o u 3 3 �+ a u o y y00 00 N N e a n. u E fn u _a h `' •c.r N CD O C > W N O E Z 00 00 00 a a 0 G. [L °O 00 00 Q D 8 E ? c� px, ps ass, Q Q z z U� a O> E `n g c �^ G w- > > F F- F- n¢. Q cL Ua' ;OE 1 cn tJ ENSOL, Inc. 100 Treble Cove Road, Billerica,MA 01862 I TM Pe,trd'F Hydrocarbon Test Kit - Field Data Sheet Date. 1 �' -" Calibration Time/Date: w Operator. � Calibration Temperature. f 1 Location: \h ,�O No. Sample 1D Weight Time/Date Reading(ppm) DF` RFZ Actual (ppm) Comments 2 3 -TP--S i'&lo 1 10 4 5 3 6 8 'i l S 1 a ' C - i 9 10 �o 11 13.5- 52 L C.L .12 S i 17 i t✓r✓ 13 I� C t_ 14 (� �C. l� �9 ` C L- 15 -7 16 17 18 19 20 'DF=Dilution Factor,e.g.,for 5 gram soil sample DF=10g/5g=2,and actual concentration equals reading times DF (reading(ppm)x DF=actual concentration). 2RF=Response Factor,selected for the hydrocarbon contamination at the site. F.%USERSIPUBUQWPDATANPFWRKSHT.(K12 Rev(I 6/INH6 GROUNDWATER ANALYTICAL Massachusetts DEP EPH Method Extractable Petroleum b Hydrocarbons C F y y G I ID Field ID: TP-SE#3 Laboratory ID: 47175-05 Project: Hyannis/1930 QC Batch ID: EP-1336-M Client: ENSOL,Inc. Sampled: 12-21-01 Container: 250 mL Glass Received: 12-21-01 Preservation: Cool Extracted: 12-26-01 Matrix: Soil Analyzed: 12-27-01 %Moisture: 7 Dilution Factor: Aliphatic:1 Aromatic.1 �.:�,^-°--�oncen_rdkS4��=�,���%:"� -atn'�'_ReRO[It�r>lr•Iflt'.1:: n C9 to n-C18 Aliphatic Hydrocarbons - BRL mg/Kg 31 ....... —. . - -- n C19 to n-C36 Aliphatic Hydrocarbons 330 mg/Kg 31 2-C11 to n-C22 Aromatic Hydrocarbons 110 mg/Kg 31 Unadiustrd n-C1 7 to n-C22 Aromatic Hydrocarbons+ T- 120 _ mgfKg_ 31 J _.. -_,�s,�._ �8 �,.._ � -a�.���o'he�nfFatr4tk '::g_� ���>s�'�'F•�l�.eq'c�tb&^F .. 91-20-3 Naphthalene BRL mg/Kg 0.51 91-57-6 2-Niethylnaphthalene BRL rng/Kg 0.51 85-01-8 Phenanthrene 0.58 mg/Kg 0.51 83-32-9 - Acenaphthene _ BRL mg/Kg 0.51 208-96-8 Acenaphthylene BRL mg/Kg 0.51 86-73-7 Fluorene BRL mg/Kg 0.51 _— --- 120-12-7 Anthracene BRL mg/Kg - 0.51 20644-0 Fluoranthene 0-91 mg/Kg 0.51 129-00-0 Pyrene 0.75 mg/Kg 0.51 56-55-3 Benzo[a]anthracene BRL mg/Kg 0.51 218-01-9 _ I Chry5ene 0.56 mgft 0.51 205-99-2 Benzo[b]fluoranthene 0.57 mg/Kg 0.51 207-08-9 Benzo[k]ffuoranthene _BRL mg/Kg _0.51 _ 50-32-8 Benzo[a]pyrene BRL mg/Kg 0.51 , 193-39-5 i Indeno[1,2,3-c,d]pyrene —T BRL mg/Kg 0.51 - a53-70-3 _Dibenzo[a,h]anthracene BRL mg/Kg 0.51 191-24-2 Ber;zo[g,h,i]perylene _— BRL mg/Kg 0,51 4Q_ SurroteComPo4t = =•: iu ��� Re�ove.►yh - x..� Fractionation: 2-Fluorobiphenyl 89 % 40-140 % 2-Bromonaphthalene 92 % 40-140 % Extraction: Chloro-octadecane 69 % 40-140 % ortho-Terphenyl 83 % I 40-140-1. 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 1 t.3.1.1? Yes i 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 her the Determination of Extractable Petroleum Hydrocarbons,MA DEP(1998). Results are calculated on a dry weight basis. Method modified by use of microwave accelerated solvent extraction technique. Report Notations: BRL Indicate.concentration, if any, is below reporting limit for analyte. Reporting lirnit is the lowest . concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution,percent moisture and sample size. t I lydrocarbon range data excludes concentrations of any surrogate(.)and/or internal standards eluting it that range. 0 n-Cl 1 In n-C22 Aromatic Hydrocarbons range data excludes the method target analyte concentrations. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL Massachusetts DEP EPH Method Extractable Petroleum Hydrocarbons by GC/FID Field ID: TP-SE#6 Laboratory ID: 47175-06 Project: Hyannis/1930 QC Batch ID: EP-1336-M Client: ENSOL, Inc. Sampled: 12-21-01 Container: 250 mL Glass Received: 12-21-01 Preservation: Cool Extracted: 12-26-01 Matrix: Soil Analyzed: 12-27-01 %Moisture: 4 Dilution Factor: Aliphatic: t Aromatic: 1 Evli Rages a, WE Linit� n-C9 to n_-Cl Aliphatic Hydrocarbons -BRL -� mg/Kg 30 p - --- n-C19 to n-C36 Aliphatic Hydrocarbons' 46 mg/Kg 30 -- -46 _ n-C11 to n-C22 Aromatic Hydrocarbons 35 mg/Kg 30 Unadjusted n-C11 to n-C22 Aromatic Hydrocarbons t I 44 mg/Kg 30 p EAS N nm6er.. � Td - C . K t. k =_ 8.- p'ltYi _= OnCentfa `Q lJritt5rt 8 irrfif 91 20-3 Naphthalene BRL mg/Kg_ 0.50 91-57-6 l 2-Methyl naphthalene BRL mg/Kg 0.50 -01-8 P enanthrene bilk mg/Kg 0.50 83-32-9 Acenaphthene -I -- BRL rng/Kg 0.50 208-96-8 Acenaphthylene - _BRL mg/Kg 0.50 6-73-7 FI'uorene BRL mg/Kg 0.50 120-1 2-7 Anthracene BR IL mg/Kg_ 0.50 206-44-0 Fluoranthene 1.3 mg/K 0.50 129-00-0 Pyrene 1.1 mg/Kg 0.50 56-55-3 r Benzo[a]anthracene 0.84 rng/Kg 0.50 218-01-9 Chrysene 0.79 mg/Kg 0.50 205-99-2 Benzo[b]fluoranthene 1.3 mg/Kg 0.50 207-08-9 Benzo[Ic]fIuoranthene- 0.55 mg/Kg 0.50 50-32-8 - Benzolalpyrene '_ _ 0.93 mg/Kg 0.50 193-39-5 lndeno[1,2,3-c,d1pyrene 0.75 mg/Kg 0.50 53-70-3 1 Dibenzo[a,h]anthracene BRL rng/Kg 0.50 _ 191-24-2 I Benzo[g,h,i]perylene - 0.67 - mg/Kg 0:50 -. _QSurrogate: PmP !id� p ' �y � ecgy - Fractionation. 2-Fluorobiphenyl I 66 % 40-140% 2-Bromonaphthalene 61 % 40-140 _... _ Extraction: Chloro-octadecane 69 % 40- 140% ur[!lo-Terpheny) 57% 40- 140°/° -� l = - QA/_QCCe�trfical7oi wfi� -.> 1. Were all QA/QC procedures required by the method followed? Yeti 2. Wnre.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? Yes 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 far the Determination of Extractable Petroleum Hydrocarbons,MA DEP(1998). Results are calculated on a dry weight basis. Method modified by use of 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 dilution,percent moisture and sample size. t Hydrocarbon range data excludes concentrations of any surrogate(s)and/or internal standards eluting it that range. C n-C1 1 to n-C22 Aromatic Hydrocarbons range data excludes the method target analyte concentrations. I Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL Massachusetts DEP EPH Method Extractable Petroleum Hydrocarbons by COFI D Field ID: TP-SE#9 Laboratory ID: 47175-07 Project: Hyannis/1930 QC Batch ID: EP-1336-M Client: ENSOL,Inc. Sampled: 12-21-01 Container: 250 mL Glass Received: 12-21-01 Preservation: Cool Extracted: 12-26-01 Matrix: Soil Analyzed: 12-27-01 Moisture: 6 Dilution Factor: Aliphatic: 1 Aromatic:1 n-C9 to n-C18 Aliphatic Hydrocarbons BRL mg/Kg j 31 �a n-C19 to n-C36 Aliphatic Hydrocarbons 52._ _ mg/Kg 31 n-C1 1 to n C22 Aromatic Hydrocarbons t° 67 mg/Kg 31 Unadjusted n C71 to n-C22 Aromatic Hydrocarbons a 80- mg/Kg 31 91-20 3 Naphthalene BRL mg/Kg 0.52 91_57-6 2-Methylnaphthalene BRL mg/Kg 0.52 85-01-8 Phenanthrene _ 0.94 mg/Kg 0.52 83-32-9 Acenaphthene - BRL mg/Kg 0.52 208-J6-8 Acenaphthytene BRL i mg/Kg 86-73-7 1 Fluorene BRL _ mg/Kg 0.52 �_.. 120-12-7 Anthracene BRL mg/Kg 0.52 - _.... 20"4-0 Fluoranthene _ 2.2 mg/Kg 0.52 _.. 129-00-0 Pyrene _ - 1.9 mg/Kg 0.52 56-55-3 _— Benzo[a]anthracene 1.2 mg/Kg 0.52 218-01-9 Chrysene 1.2 mg/Kg 0.52 205-99-2 Ben zofb]fluoranthene _ 1.5 r p, Kg 0.52 207-011-9 Benzo[k]fluoranthene 0.84 mg/Kp, 0.52 50-32-8 Benzo[a]pyrene 1.2 mg/Kg 0.52 _ 193-39 5 Inde.no[1,2,3-c,d]pyrene _ 0.91 mg/Kg 0.52 53-70-3 Dibenzo[a,h]anthracene _ BRL mg_/Kg 0.52 191-24-2_ Benzo[g,h,i]perylene 0.83 mrIKS0.52 r - $U Otte- 3inipo"4nds�'� R9e� w Q r3 $ Fractionation: 2-Fluorobiphenyl 88 % 40-140 2-Bromonaphthalene 85 % 40-140% Extraction: Chloro-octadecane _83 % 40- 140% ortho-Terphenyl t 83 % 40- 140% 9*�'��R!`rcwwt_G_n A/ 1. Were all QQC procedures required by the method followed? Yes 2. Were al I 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? Ye, Method non-conformances indicated above are detailed below on this data report,or in the accompanying project narrative I 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(1998). Results are calculated on a dry weight basis. Method modified by use of 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 dilution,percent moisture and sample size. .e Hydrocarbon range data excludes concentrations of any surrogate(s)and/or internal standards eluting it that range. 0 n-C11 to n-C22 Aromatic Hydrocarbons range data excludes the method target analyte concentrations, Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 i GROUNDWATER ANALYTICAL Massachusetts DEP EPH. Method Extractable Petroleum Hydrocarbons by GC/FID Field ID: TP-W1 5' Laboratory ID: 47175-10 Project: Hyannis/1930 QC Batch ID: EP-1336-M Client: ENSOL, Inc. Sampled: 12-21-01 Container: 250 mL Glass Received: 12-21-01 Preservation: Cool Extracted: 12-26-01 Matrix: Soil Analyzed: 12-26-01 Moisture: 5 Dilution Factor: Aliphatic:1 Aromatic:1 F►H Ranges a ik . - ecttra tQif - N an4 Ui51t RgPo Mn UNH n-C9 to n-C18 Aliphatic Hydrocarbons BRL mg/Kg 30 - ---- n-C19 to n-C36 Aliphatic Hydrocarbons t 37 mg/Kg 30—_..... ---... - _.-.. . n-C11 to n-C22 Aromatic Hydrocarbons 41 mg/Kg 30 Unadjusted n-C1 I to n-C22 Aromatic Hydrocarbons f4 --".-" g/K — — - . :CA�'Numb_e_r �_ ,�Taiget�nalytes'm����•� 30 Mc- Naphthalene 91-20-3 BRL mg/Kg 0.50 91-57-6 2-_Methylnaphthalene BRL mg/Kg 0.50 85-01-8 Phenanthrene BRL mg/Kg 0.50 -- _. . 83-32-9 Acenaphthene _ BRL _ 208-96-8 m K Acenaphthylene BRL _ 0.5_0 .50 86 73-7 — 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]anthra_cene 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 0.50 53-70-3 Dibenzo[a,h]anthracene BRL mg/Kg 0.50 —191-24-2 Benzo[g,li,i]perylene BRL mg/Kg , 0.50 _ K Q. pOSlffaS�° r - s`4tk R;. e Fractionation: 2-Fluorobiphenyl 99 % 40-140% 2-Bromonapl.ithalene 105 % 40-140% Extraction: i Chloro-octadecane _- 64 % 40-140% I - j ortho-Terphenyl i 72 % 40-140% e ► attdn �k,�e---�: �n r; -T.—Were all QA/QC procedures required by the method followed? yes 2. Were al I 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.V Yes i 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. LThc accompanying cover letter,project narrative and quality control report are considered part of this data report. _ _ f Method Reference: Method for the Determination of Extractable Petroleum Hydrocarbons,MA DEP 0998). Results are calculated on a dry weight basis. Method modified by use of 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 dilution,percent moisture and sample size. T Hydrocarbon range data excludes concentrations of any surrogate(s)and/or internal standards eluting it that range. 0 n-C71 to n-C22 Aromatic Hydrocarbons range data excludes the method target analyte concentrations. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 i GROUNDWATER ANALYTICAL Massachusetts DEP EPH Method Extractable Petroleum Hydrocarbons by GC/FID Field ID: TP Bay 3 1' Laboratory ID: 47175-11 Project: Hyannis/1930 QC Batch ID. EP-1336-M Client: ENSOL, Inc. Sampled: 12-21-01 Container: 250 mL Glass Received: 12-21-01 Preservation: Cool Extracted: 12-26-01 Matrix: Soil Analyzed: 12-27-01 % Moisture: 4 Dilution Factor. Aliphatic:1.Aromatic:1 -- — w KPH Rar es--"o- _ -=ate-- r�r _ g __ -R?80 - R dt tl�g Lijfi E n-C9 to n-C18 Aliphatic Hydrocarbons ;! BRL. mg/Kg 30 n-C19 to n-C36 Aliphatic Hydrocarbons 71 -- mg/Kg 30 n-C11 to n-C22 Aromatic Hydrocarbons' 43 mg/Kg 30 Unadjusted n-C11 to n-C22 Aromatic Hydrocarbons' 46 — _ ---._ mg/K... .__ g 30 4SNuinber�a- Y ; �r�R Corleentrat-- _c r<1lil �a,..., . .. 91 2U-3 Naphthalene BRL mg/Kg 0.50 ---- 91-57-6 2-Methylnaphthalene 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 m Kg 0.50 8 73-7 Fluorene . BRL mg/Kg 0.50 12U-127- Anthracene — ---- BRL m K 0.50 20fr44-0 Fluaranthene 0.50 mg/Kg 0.50 129-00-0 Pyrene 0.52 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 K53-70-3 39-5 Indeno[1,2,3-c,d]pyrene _ _ BRL mg/Kg I 0.50_ 1 Dibenzo[a,h]anthracene. BRL mg/K9 0.5024_2 Benzo[g,h,i]PeryIene _BRL mg/Kg 0.50 -- rrogatsR ttds -n T yr„ Q�e �_ �5�—.1,3„".0 ,_'r, Fractionation: 2-Fluorobiph nyl 93 0- 40% _ e _ �0 40- 140 °!o 2-Brornonaphthalene 107 % _ - 40- 140 % Extraction: I Chloro octadecane 83 % 40- 140 % rth i oo-Terphenyl T _ 83 % 40- 140 's—E i 1. Were all QAIQC 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? Yes 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 Petroleurn Hydrocarbons,MA DEP(1998). Results are calculated oil a dry weight basis. Method modified by use of 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 dilution,percent moisture and sample size. t hydrocarbon range Uata excludes concentrations of any surrogate(s)and/or Internal standards eluting it that range: 0 n-C11 to n-C22 Aromatic Hydrocarbons range data excludes the method target analyte concentrations. Groundwater Analytical, Inc. P. .y P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL Massachusetts DEP EPH Method Extractable Petroleum Hydrocarbons by GOFID Field 1D: TP Bay 2 4' Laboratory ID: 47175-12 Project: Hyannis/1930 QC Batch ID: EP-133&M Client: ENSOL,Inc. Sampled: 12-21-01 Container: 250 ml Glass Received: 12-21-01 Preservation: Cool Extracted: 12-26.01 Matrix: Soil Analyzed: 12-27-01 Moisture: 3 Dilution Factor: Aliphatic:1 Aromatic:1 - �,--�- BPFI Ranges -Ts se42 — `---•-.'. . `iTin n C9 to n-C18 Aliphatic Hydrocarbons t _ _ BR mg/Kg 31 -- _. --.. _ _ . n-C79 to n-C3_6_Aliphatic Hydrocarbons 130 mg/Kg 31 n-C1 1 to n-C22 Aromatic Hydrocarbons Y° 60 mg/Kg 31 —.._ �1uszeti n-C11 to n-C22 Aromatic Hydrocarbons_' "' -I 62 mg/Kg 31 91-20-3 Naphthalene _ BRL mg/Kg 0.51 91-57-6 2-Methyl naphtha I ene BRL mg/Kg 0.51 85-01-8 Phenanthrene BRL mg/Kg 0.51 ._..... 83-324 Acenaphthene_ BRL mg/Kg 0.51 208-96-8 Acenaphthylene BRL mg/Kg 0.51 . 86-73- _7 Fluorene BRL Mg/Kg 0.51 12012-7 Anthracene BRL mg/Kg' 0.51 206 44-0 Fluoranthene BRL mg/Kg 0.51 129-00-0 Pyrene BRL mg/Kg 0.51 56-55-3 Benzo[a]anthracene BRL mg/Kg 0,51 218-01-9 Chrysene - BRL mg/Kg 0.51 205-99-2 _ Benzo[b]fluoranthene BRL mg(Kg 0.51 207-08-9 Benzo[k]fluoranthene BRL mg/Kg 0.51 50-32-8 _ 8enzo[a]pyrene _ BRL mg/Kg _ 0.51 193-39-5 Indeno[1,2,3-c,djpyrene BRL mg/Kg 0.51 53-70-3- Dibenzo[a,hJanthracene BRL mg/Kg 0.51 191-24-2 Benzo[g,h,i]perylene _BRL mg/Kg 0.51 e4C�SurrOBale ;$F13VD[1z: Fractionation: 2 Fluorobiphenyl 91 % 40_140 % 2-Bromonaphthalene 102 % _ 40-140% Extraction: Chloro-octadecane 51 % 40-140% ortho-Terphenyl 60 /0 40- 140% 1. Were all QA/QC procedures required by the method followed? Yesvnry 2. Were all performance/acceptance standards for the required QA/QC procedures achieved? Yes 3. Were any significant rnodifications made to the method,as specified in Section 11.3.1.1? Yes 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 rover 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(1998). Results are calculated on a dry weight basis, Method modified by use of 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 dilution,percent moisture and sample size. t Hydrocarbon range data excludes concentrations of any surrogate(s)and/or internal standards eluting it that range. o n-C 11 to n-C22 Aromatic Hydrocarbons range data excludes the method target analyte concentrations. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL Massachusetts DEP VPH Method Volatile Petroleum Hydrocarbons by GOPIDIFID Field ID: B6-52 Laboratory ID: 47175-14 Project: Hyannis/1930 QC Batch ID: VG10-1427-E Client: ENSOL, Inc. Sampled: 12-21-01 Container: 40 mL VOA Vial Received: 12-21-01 Preservation: Methanol/Cool Analyzed: 12-28-01 Matrix: Soil Dilution Factor: 1 % Moisture: 12 n-05 to n-C8 Aliphatic Hydrocarbons -110 mg/Kg 1.3 ---..... .. n-C9 to n-C12 Aliphatic Hydrocarbons? 95 mg/Kg 1.3 I n-C9 to n-C10 Aromatic Hydrocarbon— 68 mg(Kg 1-3 i Unadjusted n-05 to n-C8 Aliphatic Hydrocarbons _ 110 _ mg/Kg 1.3 — Unadiusted n-C9 to n-C12 Aliphatic HydrocarbonsF4— 170 mg/Kg 1.3 -- •�C;1:S' 1634-044 Methyl te-rt-butyl Ether BRL mg(Kg 0.13 7143-2 Benzene _ 0.23 mg/Kg 0.13 108-88-3 Toluene 0.20 mg/Kg 0.13 100-41-4 Ethylbenzene _ _ 1.9 mg/Kg 0.13 _ 108-38-3 and i meta- Xylene and Para- 6.3 mg/Kg 0.13� 106-42-3 Xylene' 95-47-6 I onho- Xylene 0.26 mg(Kg .0.13 91-20-3 ! Naphthalene 1.2 mg(Kg 0.64 w r >x 2,5-Dibromotoluene(PID) 75 % 70- 130 °!° L 2,5-Dibromotoluene(FID) -- — 84 % 70- 130 MQCCett��b�ltl(f[1. ivr7-_ dn �wrs- ? �r t �..._ .4.W-......,;,.+�a� ^s:.y..... __ 1.•rl:�,'"rrh.rrri;_ 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 11.3.2.1? 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. j The accompanying cover letter,project narrative and quality control report are considered part of this data report. Method Reference: Method for the Determination of Volatile Petroleum Hydrocarbons,MA DEP(1998). Results are calculated on a dry weight basis. Report Notations: BRL Indicates concentration,if any, is below reporting limit for analyte. Reporting limit is the lowest conce..ntration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution,percent moisture and sample size. t Hydrocarbon range data excludes concentrations of any surrogate(s)and/or internal standards eluting in that range. 0 n-05 to n-C8 Aliphatic Hydrocarbons range data excludes the method target analyte concentrations. a n-C9 to n-C12 Aliphatic Hydrocarbons range data excludes the method target analyte concentrations and the concentration for the n-C9 to n-C10 Aromatic Hydrocarbons range. c: Analyte elutes in the n-05 to n-C8 Aliphatic Hydrocarbons range. t Analyte elutes in the n-C9 to n-C12 Aliphatic Hydrocarbons range. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL EPA Method 80218 Halogenated Volatile Organics by GC/ELCD Field ID: TP-SE#1 Laboratory ID: 47175-01 Project: Hyannis/1930 QC Batch ID: VG2-2078-E Client: ENSOL, Inc. Sampled: 12-21-01 Container: 40 mL VOA Vial Received: 12-21-01 Preservation: Methanol/Cool Analyzed: 12-26-01 Matrix: Soil Dilution Factor. 1 Moisture: 9 S Naime�i=" flag — mw� Code 1� a ye .� _ _-.• n r.,_tiaa M 1J:iii�-Ye ta ttY 74-87-3 Chloromethane -BRL - ug/Kg - 280 7.5-01-4 Vinyl Chloride BRL ug/Kg 110 _74_-_83-9 Bromomethane -" - - -- - BRL _ ug/Kg 1000 75-00-3 Chloroethane _ - --- BRL - ug/Kg 280 75-69-4 Trichlorofluoromethane BRL ug/Kg 55 - - ... 75-35-4 1,1-Dichloroethene BRL ug/Kg 55 75-09-2 Methylene Chloride i BRL ug/Kg 1,100 156-60-5 trams-1,2-Dichloroethene BRL ug/Kg 55 75-34-3 1,1-Dichloroethane BRL ug/Kg 55 156-59-2 cis-1,2-Dichloroethene° BRL ug/Kg 55 _ 67-66-3 Chloroform BRL ug/Kg 55 107-06-2 1,2-Dichloroethane BRL u Kg 55 71-55-6 1,1,1-Trichloroethane — BRL ug/Kg 55 56-23-5 Carbon Tetrachloride BRL ug/Kg 55 78-8_7-5 1,2-Dichloropropene BRL ug/Kg 55 r 79-01-6 Trichl_oroethene -_ BRL ug/Kg 55 75-27-4 Bromodichloromethane BRL ug/Kg 55 1 10-75-8 2-Chloroethyl Vinyl Ether BRL u Kg 55 1 0061-01-5 cis-1,3-Dichloropropene -- BRL ug/Kg ! 55 10061.02-6 trans_1,3,Dichloropropene BRL ug/Kg I 55 79-0075 1,1,2-1-richloroethane BRL ug/Kg 55 124-48-1 Dibromochloromethane BRL ug/Kg 55 127-18-4 Tetrachloroethene BRL ug/Kg 55 108-90-7 Chlorobenzene BRL ug/Kg 55 75-25-2 Bromoform - BRL ug/Kg 55 79-34-5 1,1,2,2-Tetrachloroethane BRL ug/Kg 55 541-73-1 —� 1,3-Dichlorobenzene - BRL I ug/Kg 55 106136-7 1 4-Dichlorobenzene BRL ! ug/Kg 55 _ 95-5U-1 1,2-Dichlorobenzene BRL ug/Kg 55 QC Surrtlgate Cotnpond = ' - r Retfvec =a== r aQC'4tntt:i. ---='--� 1,2-D,chloroethane d4 _ 107% 70- 130% -J Method Reference: Test Methods for Evaluating Solid Waste, US EPA,SW846,Third Edition, Update III(1996). Analyte list as selected from list formerly specified by EPA Method 801013. Results are reported on a dry weight basis. Analysis performed utilizing methanol extraction technique. Report Notations. BRL Indicates concentration,if any, is below reporting limit for analyte. Reporting limit 1s the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution,percent moisture and sample size. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL EPA Method 8021 B Halogenated Volatile Organics by GCIELCD Field ID: B6-S2 Laboratory.ID: 47175-02 Project: Hyannis/1930 QC Batch ID: VG2-2078-E Client: ENSOL, Inc. Sampled: 12-21-01. Container: 40 mL VOA Vial Received: 12-21-01 Preservation: Methanol/Cool Analyzed: 12-26-01 Matrix: Soil Dilution Factor: 2 %Moisture: 12 _� �—�•- �� oar - e�: __�_er=. i- ....m��_...�.Ana�Y1<,� ;�=� ,�.T�a �---�an�e►lfr�i'P`�.t='----`, '"W''�ri Repo�tt ftg.f,tf►i(i. 74-87-3 Chloromethane BRL ug/Kg 4 570 75-01-4 Vinyl Chloride BRL ug/Kg 230 74-83-9 _ ! Bromornethane BRL ug/Kg 2,300 75-00-3 Chloroethane BRL uiWki 570 75-69-4 Trichlorofluoromethane -� BRL _ ug/Kg 110 75-35-4 1,1-Dichloroethene BRL ug/Kg 110 _ 75-09-2 Methylene Chloride - BRL - ug/Kg 2,300 _156-60-5 trans_-1,2-Dichloroethene _BRL ug/Kg 110 _ 75-34-3 1,1-Dichloroethane j BRL- - ug/Kg 110 _ 156-59-2 cis-1 2-Dichloroethene BRL ug/Kg 110 67-66-3 Chloroform BRL ug/Kg 1 110 I 107-06-2 1,2-Dichloroethane BRL ug/Kg 110 71-55-6 1,1,1-Trichloroethane BRL ug/Kg 110 56-23-5 Carbon Tetrachloride BRL_ _ ug/Kg 110 78-87-5 1,2-Dichloropropane BRL ug/Kg 110 79-01-6 _Trichloroethene BRL _ ug/Kg 110 _ 75-27-4 Bromodichloromethane BRL ; ug/Kg 110 1 10-75-8 2-Chloroethyl Vinyl Ether BRL ug/Kg 110 10061-01-5 _cis-1,3-Dichloropropene _ BRL _ ug/Kg 110 10061-02-6 trans-1,3-Dichloropropene BRL ug/Kg 110 79-00-5 1,1,2-1'richloroethane BRL ug/Kg 110 — 124-48-1 _Dibromochloromethane BRL ug/Kg 110 127-18-4 Tetrachloroethene BRL ug/Kg 110 108-90-7 Chlorobenzene BRL _ ug/Kg 110 _ 75-25-2 Bromoform BRL •, ug(Kg 110 79-34-5 1,1,2,2-Tetrachloroethane BRL ug/Kg 110 541-73-1 1,3-Dichlorobenzene BRL ug(Kg 110 106-46-7 1,4-Dichlorobenzene- BRL ug/Kg t 110 95-50-1 1,.?-Dichlorobenzene --BRL ug/Kg 1,2-Dichloroethane d4 - 119 % _ - 70 130 Method Reference: Test Methods for Evaluating Solid Waste, US EPA,SW-846,Third Edition, Update Ill(1996). Analyte list as selected from list formerly specified by EPA Method 80106. Results are reported on a dry weight basis. Analysis performed utilizing methanol extraction technique. Report Notations: BRL Indicates concentration, iF any, is below reporting limit for analyMe. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution,percent moisture and sample size. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL EPA Method 8021B Halogenated Volatile Organics by GC/ELCD Field ID: TP Bay 2 4' Laboratory ID: 47175-03 Project; Hyannis11930 QC Batch ID: VG2-2078-E Client: ENSOL, Inc. Sampled: 12-21-01 Container. 40 mL VOA Vial Received: 12-21-01 Preservation: Methanol/Cool Analyzed: 12-26-01 Matrix: Soil Dilution Factor: 1 %Moisture: 3 74-87-3 Chloromethane BRL —ug/Kg 260 75-01-4 Vinyl Chloride _ BRL ug/Kg 100 74-83-9 Bromomethane BRL ug/Kg 1,000 75-00-3. Chloroethane BRL ug/Kg 260 75-69-4 Trichlorofluorometh_ane ----- ... .. . I --------- BRL ug/Kg 52 _ 75-35-4 1,1-Dichloroethene ---_ j BRL ug/Kg 52-- 75-09-2 Methylene Chloride BRL ug/Kg 1,000 156-60-5 trans-1 2-Dichloroethene BRL ug/Kg -52 - 75 34-3 1,1-Dichloroethene BRL ug/Kg 52 156-59-2 ! cis-1,2-Dichloroethene BRL ug/Kg 52 67-66-3 Chloroform _ BRL ug/Kg 52 _ i 107-06-2 1,2-Dichloroethene BRL ug/Kg 52 71-55-6 1,1,1-Trichloroethane BRL ug/Kg 52 56-23-5 Carbon Tetrachloride BRL ug/Kg 52 78-87-5 1,2-Dichloropropane _ BRL ug/Kg 52 79-01-6 Trichloroethene BRL ug/Kg 52 75-27-4 Bromodichloromethane BRL ug/Kg 52 110-75-8 2-Chloroethyl Vinyl Ether BRL ug/Kg 52 10061-01-5 cis-1,3-Dichloropropene BRL ug/Kg _ 52 - '• trans L ug/Kg523-Dichloropropene I BR 100F,1-(12-6 tra _ 79-00-_5 _ 1,1,2-TrichIoroetha_ne _ BRL ug/Kg 52 124-48-1 Dibromochloromethane BRL ug/Kg 52 127-18-4 Tetrachloroethene BRL ug/Kg 52 108-90-7 Chlorobenzene 8RL i ug/Kg 52 75_25-2 _Bromoform -_ BRL _ ug/Kg_ 52 79-34-5 1,1,2,2-Tetrachloroethane _ BRL ug/Kg_ 52 541-73-1 1,3-Dic_hlorobenzene BRL i ug/Kg_ 52 106-4&7 1,4-Dichlorobenzene BRL ug/Kg 52 95-50-1 1,2-Dichlorobenzene BRL ug/Kg_ 52 _ ` QC Surtog�le Compouriii ; - ;�- Recnv ry - _ , QC lltaits° �k: 1,2-Dichloroethane-cla 101 % 70-130 % Method Reference: Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition, Update lit(1996). Analyte list as selected from list formerly specified by EPA Method 8010B. Results are reported on a dry weight basis. Analysis performed utilizing methanol extraction technique. Report Notations: BRL Indicates concentration,it 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 dilution,percent moisture and sample size. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 SRDUNDWATER ANALYTICAL Trace Metals by ICP-AES and CVAA Field ID: TP-SE-#1 Laboratory ID: 47175-04 Project: Hyannis/1930 Sampled: 12-21-01 Client: ENSOL, Inc. Received: 12-21.01 Container: 250 mL Glass %Solids 91 Preservation: Cool Matrix: Soil err tlGd a�u�- GA5 Nmbe 4_ _=%CnaL #Co Cgna ion:r � UIS RbOE 'An#I 07 `e"clod ws^ 7440-38-2 Arsenic,Total _ 1.6 _ mg/Kg 1.1 12_27-01 MM-1516-S �60108 7440-39-3 Barium, Total BRL mg/Kg l 23 12-27-01 MM-1516-S 6010B i 7440-43-9 Cadmium,Total BRL mg(Kg 0.56 12-27-01 MM-1516-5 6010B 744047-3 Chromium,Total BRL mg/Kg 11 12-27 01 �MM-1516 5 60106 7439-92-1 Lead, Total 260 mg/Kg 11 12-27-01 MM-1151 FrS 6010E 7439-97-6 Mercury,Total 0.036 mg/Kg 0.036 12-24-01 MP-1145-S 7471A 7782-49-2 Selenium,Total BRL mg/Kg 11 12-27-01 MM-151&S 6010B 7440-22-4 Silver,Total ! BRL mg/Kg 5.6 12-27=01 MM-1516-5 6010B Method Reference: Test Methods for Evaluating Solid Waste,US EPA,SW-646,Third Edition,Update III(1996). Kesults are reported on a ary 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. Keporting limits are aofusteo lorsample ouution and sample size Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL Trace Metals by 1CP-AES and CVAA Field ID: TP-SE-#9 Laboratory ID: 47175-07 Project: Hyannis/1930 Sampled: 12-21-01 Client: ENSOL, Inc. Received: 12-21-01 Container: 250 mL Glass %Solids 94 Preservation: Cool Matrix: Soil jACAlutn6er' .a �Attal 4rxa -� �t �ry�R� � �8attk>� r GtlLetl19i1i 7440-38-2 Arsenic,Total 1.6 mg/Kg- 1.1 12-27-01 MM-1516-S 6010B 7440-39-3 Barium,Total BRL _mg/Kg 21 12-27-01 MM-1516-S 6010B 7440-43-9 Cadmium,Total BRL mg/Kg 0.53 12-27-01 MM-1516-S 6010B 7440-47-3 Chromium,Total BRL mg/Kg 11 12-27-01 MM-1516-S 6010B 7439-92-1 Lead,Total __ 1 38 mg/Kg 11 12-27-01 MM-1516-S 6010B 74i9-;7-67 Mercury,Total i BRL mg/Kg 0.036 i 12-24-01 MP-1145-S 7471A 7782-49-2 Selenium,Total BRL mg/Kg 11 1 12-27-01 MM-1516-S 6010B 7440-22-4 ; Silver,Total BRL mg/Kg 5.3 12-27-01 MM-1516-S 6010B Method Reference: Test Methods for Evaluating Solid Waste,US EPA,SW846,Third Edition,Update III(1996). Kesults 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 quantmed under routine laboratory operating conditions. Keporting limits are adjusted torsample dilution and sample size. Groundwater Analytical, Inc., P.O. Box 1200,228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL Trace Metals by ICP-AES and CVAA Field ID: 86-S2 Laboratory ID: 47175-09 Project: Hyannis11930 Sampled: 12-21-01 Client: ENSOL, Inc. Received: 12-21-01 Container: 250 ml.Glass Solids 88 Preservation: Cool Matrix: Soil ,CfCS Nume� p�L ef<t ai b RP�rt Y x r.- 7440-38-2 Arsenic,Total BRL mg/Kg 1.2 12-27-01 MM-1516-5 6010B 7440-39-3 Barium,Total BRL- mg/Kg 23 12-27-01 MM-1516-S 6010E 7440-43-9 Cadmium,Total BRL mg/Kg 0.58 12-27-01 MM-1516-5 6010B 7440-47-3 Chromium, Total BRL mg/Kg 12 12-27-01 MM-1516-S 601OB 7439-92-1 Lead,Total BRL mg/Kg 12 12-27-01 MM-1516-S 6010B 7439-97-6 Mercury,Total BRL mg/Kg 0.038 12-24-01 MP-1145-5 7471A 7782-49-2 Selenium,Total BRL mg/Kg 12 12-27-01 MM-1 S16-S 60108 7440-22-4 Silver,Total BRL mg/Kg 1 5.8 1 12-27-01 MM-1516-S 60106 Method Reference: Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition, Update 111(1996). Kesuns are reponea 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. Keporting limits are adjusted for sample dilution and sample size. Groundwater Analytical, Inc.,.P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL Massachusetts DEP EPH Method Extractable Petroleum Hydrocarbons by COFI D Field ID: B5-S1 Laboratory ID: 47175-08 Project. Hyannis/1930 QC Batch 1D: EP-1336-M Client: ENSOL,Inc. Sampled: 12-21-01 Container: 250 mL Glass Received: 12-21-01 Preservation: Cool Extracted: 12-26-01 Matrix: Soil Analyzed. 12-27-01 % Moisture: 16 Dilution Factor: Aliphatic:1 Aromatic:1 _ g�---__^�•_� ��.-r-_-,••• ....��"�', .., �'�t��t nm� '".,�'-� �IfS_=� �?P", ul L•imiY n-C9 to n-C18 Aliphatic Hydrocarbons _ BRL mg/Kg 35 n-C19 to n-C36 Aliphatic Hydroca-rbons- 61 mg/Kg 35 _ - n-C11 to n-C22 Aromatic Hydrocarbons" 74 mg/Kg 35 { ._... ._ - --I - Unadjust . n-C11 to n-C22 Aromatic Hydrocarbons _ 91 - mg/Kg i 35 LtitrmbeY +. �r 8t/�ftdl CS •_' m car ,� ° C ..cura6�-rrr.,".,._ ItSr�BIZ._.n...r•.-sC[�,jt - _-... _. ,<_-. -..... ��.64 g _.. yt r. ..;.._, y .�66��-_t�n�e�trai.loci,..,.., �a •� . _ .-.. -__.. 91-20 3 _. Naphthalene BRL mg/Kg 0.58 91-57-6 2-Methyl naphthalene BRL _ mg/Kg 0.58_ 85-018 Phenanthrene BRL mg/Kg 0.58 _ ... 83-32-9 Acenaphthene _ BRL mg/Kg 0.58 i 208-96 8 Acenaphthylene BRL mg/Kg 0.58 8.6-73-7 Fluorene -- BRL mg/Kg 0.58 120-12-7 Anthracene BRL - mg/Kg 0.56 206-44-0 i Fluoranthene 2.4 mg/Kg 0.58 12. 0c.1-0 Pyrene 2.2 mg/Kg 0.58 56-55-3 Benzo[a[anthracene i.5 mg/Kg_ 0.58 218-01-9 Chrysene 1.5 mg/Kg 0.58 __. 205 99-2 Benzo[b]fluoranthene_ - 2.7 mg/Kg 0.58 207-68-9 Benzolk]fluoranthene 0.93 _ mg/Kg 0.58 50-32-8 Benzo[a]pyrene 1.8 _ mg/Kg j 0.58 _.193139-5 Indeno[1,2,3-c,d]pyrene 1.4 mg/ g K 0.58 53-70-3 Dibenzo[a,h]anthracene BRL mg/Kg 0.58 191-24-2 Benzo[g,h,i]perylene 0.93 mg/Kg 0.58 - -- - �QC Surrogate Compolltld_s -- °R 0. Fractionation: u j luorobiRheny1 88 % 40-140% 2-Bromonaphthalene 95 % 40-140 % Extraction: Chloro-octadecane 68 % 40-140% orrho-Terphenyl 72 % 40- 140 %- `A-s'.M _..��� .�.-...��`�r+ 'M`i.,sv_�e_u ;-••-- .- 1. Were all QA/QC procedures required by the method followed? Yes 2. Were all performanceiacceptance 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? Yes 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(1998). Results are calculated on a dry weight basis. Method modified by use of 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 dilution,percent moisture and sample size. i Hydrocarbon range data exr_ludes concentrations of any surrogates)and/or internal standards eluting it that range. U n-CI i to n-C22 Aromatic Hydrocarbons range data excludes the methud target analyte concentrations. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL Massachusetts DEP EPH.Method Extractable Petroleum Hydrocarbons by GC/FID Field ID: B6-S2 Laboratory ID: 47175-09 Project: Hyannis/1930 QC Batch ID: EP-1336-M Client: ENSOL,Inc. Sampled: 12-21-01 Container 250 ml.Glass Received: 12-21-01 Preservation: Cool Extracted: 12-26-01 Matrix: soil Analyzed: 12-27-01 . Moisture: 12 Dilution Factor: Aliphatic:1 Aromatic:1 ate• C�an�8A n-C9 to n-C18 Aliphatic Hydrocarbons 59 mg/Kg 34 n-C19 to_n-C36 Alipnatic_Hydroc_arbons _ _ _ BRL mg/Kg 34 n-C1 1 to n-C22 Aromatic Hydrocarbons 34 mg/Kg 34 Unadjusted n-C71 to n-C22 Aromatic Hydrocarbons 37 mg/Kg 34 C45 Number _ �. '1�ter e�i�n�lyt �-_'��;'�" ,,m„Y.�.4����t'�ttOe*�• ��xt7rS�t5`=��R �i'f,,.ln�l_;iiti 2 91-20-3 Naphthalene BRL mg/Kg 0.56 91-57-6 2-Methylnaphthalene 0.65 m_g/Kg 0.56 85-01-8 _ Phenanthrene BRL mg/Kg 0.56 83-32-9 Acenaphthene BRL mg/Kg 0.56 -- - -- 208-96 8 Acenaphthylene BRL mg/Kg 0.56 86 73-7 Fluorene _ BRL mg/Kg 0.56 120-12-7 Anthracene BRL mg/Kg 0.56 --- -- .. - 206-44-0 Fluoranthene BRL mg/Kg 0.56 129-00-0 Pyrene - .—BRL­ mg/Kg 0.56 56-55-3 Benzo[a]anthracene BRL mg/Kg 0.56 218-01-9 Chrysene BRL mg/Kg0.56 205-99-2 Benzo[b]fluoranthene BRL mg/Kg 0.56 207-08-9 Be-izo[k]fluoranthene BRL mg/Kg 0.56 50-32-8 Benzo[a]pyrene BRL mg/Kg 0.56 193-39-5 _ ; Indeno[1,2,3-c,d]pyrene BRL mg/Kg 0.56 53-70-3 Dibenzo[a,h]anthracene BRL mg/Kg _ 0.56 t191-24-2 Benzo[g,h,i]perylene BRL mg/Kg 0.56 Fractionation_ 2-Fluorobiphenyl 92 % 40- 140% _ 2-13romonaphthalene 40-140 Extraction: Chlorc_ractadecane 66 % 40- 140% — ortho-Terphenyl 68 % 40-140 r... - _._... __..._.... ... .: -_ .:�^� '�'^ �. _,.•:_.n=_;�,: :�-xa�'��,�•�pc�lll�x>t_tOri "=',.:aMa• Mw _.*:_�ra�3�_u�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? Yes Ntethud nun-conformances indicated above are detailed below on this data report,or in the accompanying project narrative l 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 f 1998). Results are calculated on a dry weight basis. Method modified by use of 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 dilution,percent moisture and sample size. t Hydrocarbon range data excludes concentrations or any surrogate(i)and/or internal standards eluting it that range. 4 n-Cl1 to n-C22 Aromatic Hydrocarbons range data excludes the method target analyte concentrations. I Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL Massachusetts DEP EPH Method Extractable Petroleum Hydrocarbons by GC/FID Field ID: TP-SE#1 Laboratory I D: 47175-04 Project: Hyannis/1930 QC Batch ID: EP-1336-M Client: ENSOL, Inc. Sampled: 12-21-61 Container: 250 mL Glass Received: 12-21-01 Preservation: Cool Extracted: 12-26.01 Matrix: Soil Analyzed: 12-26.01 % Moisture: 9 Dilution Factor Aliphatic: 1 Aromatic:1 EPI 1?Ran Be'j> Cbn$LktF t,r..— ._. n C9 to n-C18 Aliphatic Hydrocarbon _ BRL mg/Kg 32 _ n-C19 to n-C36 Aliphatic Hydrocarbons 540 mg/Kg 32 - n-C1 1 to n-C22 Aromatic Hydrocarbons f ! 180 m h 32 _... .__ _ -•- Unadjusted n-C11 to n-C22 Aromatic Hydrocarbons - - 180 mg/Kg 32 fAS'NumLrer,� i41aC�etA styles.:- � xaQRntrdfioln "' 71[tttS � 1�artingaJ�imit - __ ..:. _--� 91-20 3 — Naphthalene - BRL mg(Kg 0.53 _.; 91-57-6 2-Methylnaphthalene BRL mg/Kg 0.53 _ 85-01-8 Phenanthrene BRL mg/Kg 0.53 83 32-9 Acenaphthene - BRL mg/Kg 0.53. 208-96-8 Acenaphthylene BRL mg/K9 0.53 86-73-7 ° Fluorene BRL mg/Kg 0.53 _ - - - j 120; 12-7 _ Anthracene - BRL mg/Kg 0.53 206-44-0 -- Fluoranthene 0.61 mg/Kg 0.53 129-00-0 Pyrene BRL mg/Kg 0.53 56-55-3 Benzo[a.]anthracene BRL mg/Kg 0.53 218-01-9 Chrysene BRL mg/Kg 0.53 205-99-2 Benzo[b]fluoranthene _ BRL mg/Kg 0.53 [267-08-9 Benzo[k]fluoranthene BRL ! mg/Kg 0.53 50-32=8 Benzo[ajpyrene_ BRL mg/Kg 0.53 193-39-5 Indeno11 2 3-c d rene BRL mg/Kg 1 0.5_3 53-70-3 Dibenzo[a,h]antliracene BRL mg/Kg i- 0.53 191-24-2 enzo[g,h,i]perylene BRL mg/Kg 0,53 ro aEeCixR uhd3 �-- 8..-< P4 Fractionation- 2-Fluorobiphenyl 67 % 40-140 0% 2-Brortionaphthalene 65 % 40-140% Extraction: Chloro-octadecane 49 % 40-140 % orrho-Te hen I 54 % 40-140% •�:�py_. ,. �� �,�,,_'��•��:Al, I�.�ertiftc�eo_n` �{ _ u, "�,•--� ��� �' -1 Wcre 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? Yes ' Method non-conformances indicated above are detailed below on this data report,or in the accompanying project narrative and project quality control repon. Release of this data is authorized by the accompanying signed project cover letter. I 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(1998). Results are calculated on a dry weight basis. Method modified by use of 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 dilution,percent moisture and sample size. t Hydrocarbon range data exclude:concentrations of any surrogates}and/or internal standards eluting it that range. 0 n-Cl1 to n-C22 Aromatic Hydrocarbons range data excludes the method target analyte concentrations. Groundwater-Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL Trace Metals by ICNAES and CVAA Field ID: TP Bay 2 4' Laboratory ID. 47175-12 Project: Hyannis/1930 Sampled: 12-21-01 Client: ENSOL, Inc. Received: 12-21-01 Container: 250 mL Glass %Solids 97 Preservation. Cool Matrix: Soil CAS Number Anilln ;Cnlationttlts� Aneds C Bate {ethod 7440-36-2 Arsenic,Total 1.3 mg/Kg 1.1 12-27-01 MM-1516-5 60108 7440-39-3 Bari urn,Total BRL mg/Kg 21 12-27-01 MM-1516-5 601013 7440-43-9 Cadmium,Total BRL mg/Kg 0.53 12-27-01 MM-1516-S 6010B 7440-47-3 Chromium,Total BRL mg/Kg 11 12-27-01 MM-11516-S 6010B 7439-92-1 Lead,Total 33 mg/Kg 11 12-27-01 MM-11516 S 6010B 7439-97-6 Mercury,Total BRL mg/Kg 0.034 12-24-01 MP-1145-S 7471A 7782-49-2 Selenium,Total BRL mg/Kg 11 12-27-01 MM-1516-5 6010B 7440-22-4 i Silver,Total BRL mg/Kg 5.3 12-27-01 MM-1516-S 6010B Method Reference: Test Methods for Evaluating Solid Waste, US EPA,SW-846,Third Edition, Update III(1996). Kesults are reported on a ary 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 quantmea under routine laboratory operating conditions. Keporting limit,are adjusted for sample aIwition and sample size. c Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzarcjs Bay, MA 02532 f GROUNDWATER ANALYTICAL Trace Metals by ICP-AES and CVAA Field ID: Composite Laboratory ID: 47175-13 Project: Hyannis/1930 Sampled: 12-21-01 Client: ENSOL, Inc. Received: 12-21.01 o Container: 250 mL G1ass !o Solids 93 Preservation: Cool Matrix: Soil AS�Itttztk�er mar � a�I�P � �r'N���t� ��°.r- ,�"'�� 7440-38-2 a Arsenic,Total 1.3 mg/Kg 1.1 12-27-01 MM-1516-5 6010B 7440-39-3 Barium,Total BRL mg/Kg 22 12-27-01 MM-1516-S 6010B 7440-43-9 Cadmium,Total BRL mg/Kg 0.55 12-27-01 MM-1516-S 6010B 7440-47-3 Chromium,Total BRL mg/Kg 11 12-27-01 MM-1516-5 6010E 7439-92-1 Lead,Total 17 mg/Kg 11 12-27-01 MM-1516-S 6010B 7439-97-6 Mercury,Total BRL mg/Kg 0.037 12-24-01 MP-1145-5 7471A 778249-2 Selenium,Total BRL mg/Kg 11 12-27-01 MM,1516-S 6010B 7440-22-4 Silver,Total BRL mg/Kg 5.5— 12-27-01 MM-1516-5 60106 Method Reference: Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition,Update 111(1996). Kesults are reported on a dry weignt basis. Report Notations: BRL Indicates concentration, if any,is below reporting limit for analyte. Reporting limit is the lowest concentration tnat can be reliably quantmed under routine laboratory operating conditions. Keporting limits are adjusted for sample dilution and sample size. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 f - GROUNDWATER ANALYTICAL EPA Method 8082 Polychlorinated Biphenyls (PCBs) by GCIECD Field 10: TP-SE#1 Laboratory ID: 47175-04 Project: Hyannis/1930 QC Batch ID: PB-1478-N Client: ENSOL, Inc. Sampled: 12-21.01 Container: 250 mL Glass Received: 12-21-01 Preservation: Cool Extracted: 12-26-01 Matrix: soil Analyzed: 12-27-01 %Moisture: 9 Dilution Factor: . 1 AS:Nutnlier„ 9-0-A's.', r� 4dt3iVffl j 12674-11-2 Aroclor 1016 BRL _ ug/Kg 80- 1 1 1 04-2 8-2 Aroclor 1221 BRL ugtKg 80 1 1 1 41-1 6-5 Aroclor 1232 BRL ug/Kg 80 53469-21-9 Aroclor 1242 BRL ug/Kg 80 _. _.... 12672-29-6 Aroclor 1248 BRL ug/Kg 80 11097-69-1 Aroclor 1254 BRL ug/Kg 80 l 11096-82-5 Aroclor 1260 BRL ug/Kg 80 erg-- a a Q �rcaBatP C. p4 a Tetrachloro-rrr-xylene 70 % Decachlorobiphenyl 67 % 28-138 % Method Reference: Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition,Update 111(1996). Analyte list as Aroclor analytes formerly specified by EPA Method 8080A. 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 cunditions. Reporting limits are adjusted for sample dilution,percent moisture and sample size. 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: TP-SE#9 Laboratory ID: 47175-07 Project: Hyannis/1930 QC Batch ID: PB-1478-N Client: ENSOL, Inc. Sampled: 12-21-01 Container. 250 mL Glass Received: 12.21-01 Preservation: Cool Extracted: 12-2&01 Matrix: Soil Analyzed: 12-27-01 % Moisture: 6 Dilution Factor.. 1 GAS Nu er d _�F�dYt . �s �9Cn Id" 12671 7-2 Aroclor 1016 BRL ug/Kg 80 _ 1 1 1 04-28-2 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 12672-29-6 Aroclor 1248 BRL ug/Kg 80 11097-69-1 Aroclor 1254 BRL ug/Kg 80 11096-82-5 Aroclor 1260 BRL ug/Kg 80 EMb C 5u r ti:bm dc►dO - t= _�.,. eto"erM. Tetrachloro-m-xylene 86 % 25- 121 % I Decachlorobiphenyl 80 % _ 28-138 % _J Method Reference: Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition, Update III It 996). Analyte list as Aroclor analytes formerly specified by EPA Method 8080A. 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 limit.:are adjusted for sample dilution,percent moisture and sample size. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay,MA 02532 GROUNDWATER ANALYTICAL EPA Method 8082 Polychlorinated Biphenyls.(PCBs) by GUECD Field ID: B6-S2 Laboratory ID: 4717S-09 Project: Hyannis/1930 QC Batch ID: PB-1478-N Client: ENSOL, Inc. Sampled: 12.21-01 Container: 250 mL Glass Received: 12-21-01 Preservation: Cool Extracted: 12-26-01 Matrix: Soil Analyzed: 12-27-01 %Moisture- 12 Dilution Factor: 1 AcS,Number. ._a z A 'fe n' ^ eia 'a4i�iettt �^^u ''�Cj11rtSe RgR9rflf]$1IfR11� 12674 11-2 _ Aroclor 1016 - BRL ug/Kg 80 _ 1 1 1 04-28-2 Aroclor 1221 BRL ug/Kg 80 11141-16-5 .Aroclor 1232 _ _ BRL ug/Kg 80 53469-21-9 Aroclor 1242 BRL ug/Kg — _80 12672-29-6 Aroclor 1248 BRL ug/Kg 80 1 1 09'7-69-1 Aroclor 1254 BRL ug/Kg 80 1 1096-82-5 Aroclor 1260 BRL ug/Kg 80 -__ - _ - te „oftiLun- dz=z ' ''-�, ^ ;"-' -yRecQye `�..� `" J.itriYs" - li- _ _ Tetracliloro-m-xylene _ 94 % 25- 121 Decachlorobiphenyl 92 % 28- 138% Method Reference: Test Methods for Evaluating Solid Waste, US EPA,SW-846,Third Edition, Update III(1996). AnaMe list as Aroclor analytes formerly specified by EPA Method 8080A. Results are reported on a dry weight basis. Report Notations: BRL Indicates concentration,it any, is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting lirnits are adjusted for sample dilution, percent moisture and sample size. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL EPA Method 8082 Polychlorinated Biphenyls.(PCBs) by GGECD Field ID: TP Bay 2 4' Laboratory ID: 47175-12 Project: Hyannis/1930 QC Batch ID: PB-1478-N Client: ENSOL, Inc. Sampled: 12-21-01 Container: 250 mL Glass Received: 12-21-01 Preservation: Cool Extracted: 12-26-01 Matrix: Soil Analyzed: 12.27-01 Moisture: 3 Dilution Factor: 1 CAS Nuttt.ber - _ - A..._..Yt.,r _ .— -y" atleQtlaf`b - (7satta epdFtin a T. IM 12674-11-2 Aroclor 1016 BRL ug/Kg 80 1 1 1 04-28-2 Aroclor 1221 BRL ug/Kg 80 11141-16-5 Aroclor 1232 BRL ug/Kg 80 53469-21-9 Aroclor 1242 _ _BRL ug/Kg 80 12672-29-6 Aroclor 1248 _ BRL ug/Kg 80 1 1097-69-1 Aroclor 1254 BRL ug/Kg 80 11096-82-5 Aroclor 1260 — BRL ug/Kg 80 ecovengi � 'y. tmrts-�. Tetrachloro-m-xylene j_ 74 % 25-121 °h Decachlorobiphenyl 70 % 28-138 % Method Reference. Test Methods for Evaluating Solid Waste, US EPA,SW-846,Third Edition, Update III(1996). Analyte list as Aroclor analytes formerly specified by EPA Method 8080A. 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 dilution,percent moisture and sample size. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL EPA Method 8082 Polychlorinated Biphenyls (PCBs) by GGECD Field In: Composite Laboratory ID: 47175-13 Project: Hyannis/1930 QC Batcli ID: PB-1478-N Client; ENSOL, Inc. Sampled: 12-21-01 Container: 250 mL Glass Received: 12-21-01 Preservation: Cool Extracted: 12-26-01 Matrix: Soil Analyzed: 12-27-01 %Moisture: 7 Dilution Factor: 1 C45:Nurntxer = -u A -- �" "-Ci?i�itd±v = RgRprtll trr»it 1 26 74-1 1-2 Aroclor 1016 BRL - ug/Kg 80 11104-28-2 Aroclor 1221 BRL ug/Kg 80 _.. _ _ t 1 1 1 41-1 6-5 _� Aroclor 1232 BRL ug/Kg 80 53469-21-9 Aroclor 1242 BRL ug/Kg 80 12672-29-6 Aroclor 1248 BRL ug/Kg 80 .._.. - 1 1 09 7-69-1 Aroclor 1254 BRL ug/Kg I 80 11096-82-5 Aroclor 1260 BRL ug/Kg 80 _— v� Surro atebm yiund rr :'eta coeryf3- 4 x�Gttts�tt ",; - Tetrachloro-m-xylene 83 % 25-121 % Decachloro&phenyl_ _ _ 90 % 28-138% J Method Reference: Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition, Update III(1996). Analyte list as Aroclor analyzes formerly specified by EPA Method 8080A. 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 dilution,percent moisture and sample size. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL Project Narrative Project: Hyannis/1930 Lab ID: 47175 Client: ENSOL, Inc. Received: 12-21-01 - � bysrca00andtIQrQmpe This project was received by the laboratory in satisfactory condition. The sample(s) were received undamaged.in appropriate containers with the correct preservation. m•r _ ---- -- �.m,:__----.�... � „_... ,•�,. �._-:" ��=ro::�"cif. This project was accompanied by satisfactory Chain of Custody documentation. The sample container label(s) agreed with the Chain of Custody. - . _ ...�....._ in...._._.snl,.. .•—•--:,weNFol.ic'- analM:� -"is=r3fM5am" ... .. :._:::_.—.........w.E....bF:i .per No analytical anomalies or non-conformances were noted by the laboratory during the processing of these sample(s). All data contained within this report are released without qualification. Cirnundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 ENSOL, Inc. Chain of Custody 100 Treble Cove Road tel: 978-670-0755 N.Billerica,MA 01862 978-670-0767 Project# Sampling&Name Date: Comments: Sampling Turn-Around Time: y Sampled by: 4- �i 1 . PRESERVXT—ION ANALYSIS REQUIRED ■a■■ ■fi■■ ®■■■■■■®■■■■17■■®©■■■■■■■NEM ■®■■■■a ONE■■■■■■■■■■■■®■■■■■■■■■■■■■� = ■n■■■■a■■■■■■■■■■■■n RMEME ■■■®■■■■■■■■■■■■■■ ■e■■■■a■■■■■■■■■■■■■■■©■■■all ■■■■■■■■■■■ - �■a■■ ■a■ae■■■■■■■■■■■■©■■■■■■■■■■■■■■ ■©■■v■a■■®©■■■■■■■■■■■©■■©■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ MEMO■■■■■0■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�■■■■■■■. MLINQUISHED TO 'i ORGANIZATION-1 �■■ ■■■■ i GROUNDWATER Groundwater Analytical, Inc;. P.O.Box 1200 ANALYTICAL Buz Main Street Buzzards Bay, MA 02532 Telephone(508)759-4441 FAX(508)759-4475 December 27, 2001 Mr. David Wright ENSOL, Inc. 100 Treble Cove Road N. Billerica, MA 01862 Project: Hyannis Golf/1930 Lab I D: 47168 Sampled: 12-21-01 Dear David_ Enclosed are the Volatile Petroleum Hydrocarbons, Semivolatile Organics, Extractable Petroleum Hydrocarbons and Volatile Organics Analyses performed for the above referenced project. This project was processed for Rush turnaround. This letter authorizes the release of the analytical results, and should be considered a part of this report. This report contains a project narrative indicating project changes and non-conformances, a brief description of the Quality Assurance/Quality Control procedures employed by our laboratory, and a statement of our state certifications. 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, 14 ��� Jonathan R. Sanford President J RS/laj Enclosures 1 I GROUNDWATER ANALYTICAL EPA Method 8021 B Aromatic and Halogenated Volatile Organics by GC/PID/ELCD Field ID: TW-1 Laboratory ID: 47168.01 Project: Hyannis Golf/1930 QC Batch ID: VG2-2078-W Client: ENSOL, Inc. Sampled: 12-21-01 Container: 40 mL VOA Vial Received: 12-21-01 Preservation: HCI/Cool Analyzed: 12-27-01 Matrix: Aqueous Dilution Factor: 1 74-87-3 Chloromethane BRL ugll 5 75-01-4 Vinyl Chloride BRL ug/L 2 74=83-9 Bro-nomethane ; BRL ug/L 5 75-00-3 -- Chloroethane I BRL _ ug/L 5 75-69-4 - Trichlorofluoromethane _ BRL -ug/L - 1 75 35 4 1,1-Dichloroethene BRL ug/L 1 75-09-2 Methylene Chloride BRL ug/L 2.5 156-60-5 trans-1,2-Dichloroethene I BRL _ ugfL 1 1634-04-4 Methyl tent-butyl Ether(MTBE) 1 ug/L 1 75-34-3 1,1-Dichloroethane BRL ug/L 1 156-59-2 cis-1,2-Dichloroethene BRL ug/L 1 67-66-3 Chloroform BRL ug/L 1 107-06-2 1,2-Dichloroethane _ BRL ug/L 1 71-55-6 1,1,1-Trichloroethane - BRL ug/L 1 56-23-5 _- Carbon Tetrachloride -, BRL ug/L 1 71-43-2 Benzene BRL ug/L 1 78-87-5 1,2-Dichloropropane BRL - ug/L__ 1 79-01-6 Trichloroethene BRL _ ug/L 1 75-27-4 Bromodichloromethane BRL ug/L 5 110-75-8 2-Chloroethyl Vinyl Ether - _ B_RL_ ug/L 1 10061-01-5 cis-1,3.Dichloropropene ! -BRL _ ug/L 1 — 10061-02-6 trans-1,3-Dichloropropene BRL ug/L 1 79-00-5 1,1,2-Trichloroethane _ BRL - ug/L 1 108-88-3 Toluene BRL ug/L 1 124-48-1 Dibromochloromethan_e BRL ug/L 1 127-18-4 Tetrachloroethene BRL ug/L 1 108-90-7 Chlorobenzene --_ -_ BRL ug/L 1 100-41-4 Ethylbenzene _ BRL _ ug/L 1 toe-3e-3/106.42-3 meta-Xyleneandpara-Xylene BRL ug/L 1 75-25-2 Bromoform BRL ug/L 1 95-47-6 BRL ug/L 1 79-34-5 1,1,2,2-Tetrachloroethane BRL ug/L 1 541-73-1 1,3-Dichlorobenzene BRL ug/L 1 t06 46-7 1,4-Dichlorobenzene BRL ug/L 1 95-50-1 1,2-Dichlorobenzene BRL --uEJL 1 - r u :•_—---�-�=fir r=.:�T;� •-;: ate�o pa d::n�__-...-�• :�� .;� �.�G-��;ii_�Recave�r.`y� -�"��:•`� -- _�K�C�eLtmll6` _ a,a,a-'I rifluorotoluene 86V%o 70-130% 1,2-Dir..filuroethane d� 128 % 70-130% Method Reference: Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition, Update 111 (1996).Analyte list as selected from lists formerly specified by EPA Method 8010B and EPA Method 8020A,and the additional target analyte of MTBE. 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 dilution and sample size. 0 Indicates additional target analyte. I Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL EPA Method 8021 B Aromatic and Halogenated Volatile Organics by GC/P!D/ELCD Field ID: TW-2 Laboratory ID: 47168-02 Project: Hyannis Golf/1930 QC Batch ID: VG2-2078-W Client: ENSOL,Inc. Sampled: 12-21-01 Container: 40 mL VOA Vial Received: 12-21-01 Preservation: HCl/Cool Analyzed: 12-27-01 Matrix: Aqueous Dilution Factor. 1 ,, CAS N.timber ���' •=�•--_.•,'ARaI 2}p�� "'°' ---- Cotcetttra>h `.iu�` �-:� ni �"`��i`it l- 74-87-3r Chloromethane BRL ug/L 5 75-0t-4 Vinyl Chloride BRL ug/L 2 74-83-9 Bromomethane BRL ug/L 5 75-00-3 Chloroethane BRL ug/L _ 5 75_-69-4 Trichlorofluoromethane BRL _ ug/L 75-35-4 1 1-Dichloroethene BRL ug/L _ 1 75-09-2 Methylene Chloride ug/L 2.5 _ 156-60-5 trans-1,2-Dichloroethene BRL ug/L 1 1634-04__4 _ Methyl tort-butyl Ether(MTBE) __ BRL _ ug/L 1 75-34-3 — 1,1-Dichloroethane BRL ug/L 1 156-59-2 cis-1,2-Dichloroethene BRL ug/L 1 67-66-3 Chloroform BRL ug/L 1 107-064 1,2-Dichloroethane BRL ug/L 1 71-55-6 1,1,1-Trichloroethane _BRL ug/L 1 56-23-5 Carbon Tetrachloride BRL - ug/L 1 - 71-43-2 _ Benzene __ _ BRL ug/L 1 7847'-5 1,2-Dichloropropane BRL ug/L — 1 79-01-6 Trichlorcelhene BRL ug/L 1 75-27-4 Bromodichloromethane BRL ug/L 5 110-75-8 -- 2-Chloroethyl Vinyl Ether BRL ug/L 1— - 10061-01-5 cis-1,3-Dichloropropene BRL ug/L 1 1666-- -02-6 trans-1,3-Dichloropropene BRL ug/L 1 79-00-5 1,1,,2-Trichloroethane _ BRL ug/L ; 1 — 108-88-3 Toluene BRL _�— ug/L 1 - 124-48-1 Dibromochloromethane BRL ug/L 1 127-18-4 Tet achloroethene BRL ug/L 1 108-90-7 Chlorobenzene — BRL - ug/L 100-41-4 Ethylbenzene BRL ug/L 1108-n-31106-42-3 meta-Xylene andpara-Xylene BRL ug/L 75-25-2 Bromoform _ BRL i ug/L 1 95-47-6 ortho-Xylene° BRL ug/L I 79-34-5 1,1,2,2-Tetrachloroethane_ BRL ug/L 1 541-73-1 1,3-Dichlorobenzene BRL ug/L I 106-46-7 1,4-Dichlorobenzene BRL ug/L 1 95-50-1 1,2.Dichlorobenzene BRL ug/L 1 ur loco ot,n , - ye Gli LggdRe4 ._....,: . . sa i a(f tnSsr • ... ._-__t. a,a,a-Trifluorotoluene 88 `yo 70-130%- � -1,2-Dichioroet lj ane-dq --- -- 93%— - _ 70-130% Method Reference: Test Methods for Evaluating Solid Waste, US EPA,SW-846,Third Edition, Update Ill(1996).Analyte list as selected from lists formerly specified by EPA Method 8010E and EPA Method 8020A,and the additional target analyte of MTBE: 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. f Reporting limits are adjusted for sample dilution and sample size. 0 Indicates additional target analyte. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL EPA Method 8021 B Aromatic and Halogenated Volatile Organics by GC/PID/ELCD Field ID: TW-3 Laboratory ID: 47168-03 Project: Hyannis Golf/1930 QC Batch ID: VG2-2078-W Client: ENSOL, Inc. Sampled: 12-21-01 Container: 40 ml VOA Vial Received; 12-21-01 Preservation: HCI I Cool Analyzed: 12-27-01 Matrix: Aqueous Dilution Factor: 1 i rrotfEr�ik� r�i AnXt -" ra o g= - 74-87-3 i Chloromethane BRL ug/L 5 75-01-4 i Vinyl Chloride BRL ug/L 2 74-83-9 I Bromomethane BRL ug/L 5 75-00-3 Chloroethan_e BRL_ _ _ ug/l 5 75-69 4 Trichlorofluoromethane BRL ug/L 1 75-35-4 1,1-Dichloroethene BRL ug/L 1 75-09-2 Methylene Chloride BRL ug/L 2.5 15&60-5 trans-1,2-Dichloroethene BRL ug/L 1 1634-044 Methyl tert-butyl Ether(MTBE) 9 ug/L 1 75-34-3 1,1-Dichloroethane BRL ug/L 1 156-59-2 c.;-1,2-Dichloroethene — BRL uWL 1 _ 67-66-3 Chloroform BRL ug/L 1 107-06-2 1 an,2-Dichloroethe BRL ug/L 1 71-55-6 1,1,1-Trlchloroethane BRL ug/L 1 56-23-5 _ Carbon Tetrachloride BRL ug/L 71-43-2 Benzene BRL -ug/L 1 78-87-5 1,2-Dichloropropane BRL ug/L 1 79-01-6 _ Trichloroethene _ BRL. ug/L I 75-27-4 — Bromodichloromethane BRL ug/L 5 — 110-75-8 2-Chlornethyl Vinyl Ether BRL ug/L 1 10061-01-5 cfs-1,3-131chloropropene BRL ug/L 1 10061-02-6 trans-1,3-Dichloropropene BRL ug/L 1 79-00-5 1,1,2-Trichloroethane BRL ug/L _ --1 - 108-88-3 _ Toluene BRL ug/L 1 124-48-1 Dibromochloromethane BRL ug/L I — 127-18 4 _Tetrachloroethene _ BRL ug/L 1 108_-90-7 Chlorobenzene _ _BRL ug/L - 1 _ 10041-4 Ethylbenzene — BRL ug/L 1 108-38-3/106.42-3 meta-Xylene and pars-Xylene° 1 ug/L 1 75-25-2 Bromoform BRL ug/L 1 --- -- --- —. 95-47-6 ortho-Xylene° Z ug/L 1 79-34-5 1,1,2,2-Tetrachloroethane BRL ug/L '1 541-73-1 1,3-5i6loroberizene _ _ BRL ugJl _ 1 106-46-7 _ 1,4-Dichlombenzene _- BRL ug/L 1 95-50-1 1,2-Dichlorobenzene BRL — ug/L 1_... -= - ;aQCurrQgeteotppound_: y ss - -:j: y z B d ry- ;:7� __�'_- err 52 Lrtits a a a Trifluorotoluene __ 0 70-130 01 1,2-Dichfo roeth ane-d,, 96 % 70-130/ 1 Method Reference: Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition, Update III (1996).Analyte list as,elected from lists formerly specified by EPA Method 8010E and EPA Method 8020A,and the additional target analyte of MTBE. 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 dilution and sample size. 0 India..ltes additional target analyte. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 i GROUNDWATER ANALYTICAL EPA Method 8021 B Aromatic and Halogenated Volatile Organics by GC/PID/ELCD Field Ifs: TW-4 Laboratory 1D: 47168-04 Project: Hyannis Golf/1930 QC Batch ID: VG2-2079-W Client: ENSOL, Inc. Sampled: 12-21-01 Container: 40 mL VOA Vial Received: 12-21-01 Preservation: HCI!Cool Analyzed: 12-27-01 Matrix: Aqueous Dilution Factor: 1 �,.—�,--:�o�aE.�e.n::..•��.'a za... :e. - - •d - �-tc:�:; Aa rr d„ - - - w w..:a-' 74-87-3 Chloromethane BRL ug/L— 5 75-01-4 Vinyl Chloride I — BRL ug/L 2 - - - --. 74-83-9 Bromomethane BRL • 75-00-3 Chloroethane BRL ug/L _ .5 75-69-4 Trichlorofluoromethane _ BRL ug/L 1 75-35-4 1,1-Dichloroethene — BRL ug/L 1 i 75-09-2 Methylene Chloride BRL ug/L �—2.5 156-60-5 - trans-1,2-Dichloroethene BRL ug/L _ 1 1634-04-4 Methyl tert-butyl Ether(MTBE)°• 37 ug/L t 75-34-3 1,1-Dichloroethane BRL ug/L 1 156-59-2 cis-1,2-Dichto_roethene _ BRL __ ug/L 1 67-66-3 Chloroform BRL ug/L 1 i 107-06-2 1,2=Dichloroethane BRL uVL 1 71-55-6 1,1,1-Trichloroethane BRL ug/L 1 i 56 23-5 Carbon Tetrachloride BRL ug/L 1 7143-2 , Benzene BRL ug/L 1 78-87-5 1 1,2-Dichloropropane BRL C ug/L .— 1 ,__.. ...------ ------..._-.... _— --- --- --- ' 79-014i Trichloroethene BRL I ug/L i 1 75-27-4 ----{ Bromodichloromelhane ---' -- BRL -- i ug/L - 5 110 75 8 12-Chloroethyl Vinyl Ether j --BRL j ug/L 1 1 006 1-0 1-5 i cis-1,3-Dichloropropene BRL uglL 1 1 006 1-02-6 trans-1,3-Dichloropropene BRL ug/L 1 79-00-5 1,1,2-Trichloroethane BRL ug/L 1 108-88-3 Toluene BRL ug/L _ 1 124--48-1 Dibromochloromethane 1 BRL ; ug/L 1 127-184 Tetrachloroethene BRL ug/L 1 108-90-7 Chlorobenzene ._.._-- I BRL ug/L 1 100-414 I Ethylbenzene BRL ug/L 1 100-38-31 106-42-3 meta-Xylene and para-Xylene BRL _ ug/L 1 75-25-2 Bromoform BRL ug/L 1 i 95-47-6 ortho-Xylenu-�­----- BRL ug/L - 1 I 79-34-5 1,1,2,2-Tetrachloroethane BRL ug/L 1 541_73-1 1,3-Dichlorobe.nzene BRL ug/L 1 106-46-7 1,4-Dfc:hlorobenzene BRL ug/L 1 95-50-1 1,2-Dichlorobenzene BRL ug/L 1 I -.,. =._a _ - -- w - m -- _--- - - �QC;Sur..rQ ter.Coiii' '.lins��= -—T7.6�m 85'---���R�c've ��5��o ��� �:�:C;Et •it's'°;;� a,a,a-Trifluorotoluene 94 % _ _ 70- 130°/ 1,2-Dichloroethane-d, 114 % — 70- 130l0 Method Reference: Test Methods for Evaluating Solid Waste,US EPA,SW-646,Third Edition,Update Ill(1996).Analyte list , as selected from lists formerly specified by EPA Method 8010 and EPA Method 8020A,and the additional target analyte.of MTBE. Report Notations: BRL Indicates concentration, It 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 dilution and sampla siza. 0 Indicates additional target analyze. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL EPA Method 8021 B Aromatic and Halogenated Volatile Organics by GC/PID/ELCD Field ID: TW-5 Laboratory ID: 47168-05 Project: Hyannis Golf/1930 QC Batch ID: VG2-2079-W Client: ENSOL, Inc. Sampled: 12-21-01 Container: 40 ml.VOA Vial Received: 12-21-01 Preservation: HCI/Coop Analyzed: 12-27-01 Matrix: Aqueous Dilution Factor: 1 ':�CAS_Num6erz�=,..";� �jtrs•�n��-,— :°� � -$ �5�>����a���i: �l��T°'�-' a Qil~U1 ��itlt 74-87-3 Chloromethane i BRL ug/L 5 75-01.4— Vinyl Chloride BRL ug/L 2 74-83-9 Bromomethane BRL ug/L 5 BRL - ug/L -•__. .__._._5_.. ... 75-00-3 Chloroethane I g/ 75-69-4 T6chlorofluoromethane BRL ug/L 1 75.354 1,1-Dichloroethene BRL ug/L 1 75-09-2 Methylene Chloride - BRL ug/L 2.5 156-60-5 trans=l,2-Dichloroethene r BRL ug/L 1 1634-U4-4 Methyl fort-butyl Ether(MTBE)° j 4 ug/L 1, 75-3413 1,1-Dichlaroethane BRL ug/L 1 156-59-2 cis-1,2-Dichluroethene.— j BRL ug/L 1 67-66-3 Chloroform I BRL ug/L 1 107-06-2 1,2-Dichloroethane - -�-- f - BRL ug/L 1 - — — 71-55-6 1,1,1-Trichloroethane BRL I ug/L t 56-23-5 Carfion Tetrachlorlde BRL ug/L - 1 — 7143 2 Benzene 10 -- ug/L 1 i 78 87-5 1,2-Dichloropropane BRL ug/L 1 ! 79-01-6 Trichloroethene BRL ug/L I 1 75-27-4 Bramodichloromethane BRL ug/L .5 i 110-75-8 2-Chloroethyl Vinyl Ether _ BRL - � ug/L _ 1 10061-01-5 cis-1,3-Dichloropropene BRL ug/L 1 10061-02-6 trans-1,3-Dichloropropene BRL ug/L I 79-0D 5 1,1,2-Trichloroethane BRL ug/L 1 108-88-3 Toluene 7 ug/L 1 _ 124-48-1 Dibromochloromethane _ BRL ug/L 1 -- 127-18=1 Tetrachlorcethene _ -_BRL ug/L 1 108-90-7 Chlorobenzene BRL ug/L -4 1 100-41 . Ethyfbenzene _ 45 ug/L 1 too-38-3110642.3 meta-Xyleneandpara-Xylene 78 ug/L 1 75-25-2 - Bromoform BRL ug/L 1 95-47-b ortho-Xylene 1 ug/L 1 79734-5 111,2,2-TetrachIoroethane BRL ug/L 1 i 541-73-1 1 3-Dichlorobenzene BRL ug/L t 106-46-7 1,4-Dichlorobenzene BRL ug/L 1 I 95-50-1 1,2-Dichlorobenzene BRL ug/L 1-- .• QC,SurrQl;-ate Compau ..-' :Ftti RvetY I a a a-Trifluorotoluene 92 % 70 130 1,2-Dichioroethane-64 100 % 70-130% Method Reference. Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition, Update Ili(1996),Anatyte list as selected from lists formerly specified by EPA Method 8010E and EPA Method 8020A,and the additional target analyte of MTBE. 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 dilution and sample size. 0 Indicates additional target analyte. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzarcls Bay, MA 02532 GROUNDWATER ANALYTICAL Massachusetts DEP VPH Method Volatile Petroleum Hydrocarbons by GC/PID/FID Field ID: TW-1 Laboratory ID: 47168-06 Project: Hyannis GolV1930 QC Batch ID: VG10-1428-W Client: ENSOL, Inc. Sampled: 12-21;01 Container: 40 mL VOA Vial Received: 12-21-01 Preservation: HCI/Cool Analyzed: 12-28-01 Matrix: Aqueous Dilution Factor: 1 .._ _.... �: ��._ n-05 to n-C8 Aliphatic Hydrocarbons _ BRLi ug/L 20 n-C9 to n-C12 Aliphatic Hydrocarbons BRL ug/L 20 _ n-C9 to n-C10 Aromatic Hydrocarbons BRL ug/L 20 —� Unadjusted n-CS to n-C8 Aliphatic Hydrocarbons BRL ug/L 20 Una •usted n-C9 to n-C12 Aliphatic Hydrocarbons' --- BRL ug/L 20 lrAS'Numbet�_�.� ��8et�4+lralyces�-_•_�:: •�•:�_, =.._.� T �.�_=_r_a-.b.,,� � -",�, P B _ e •�=®.. ��"°'" {�:t��11tt'at1011 �^� „^� t11��5„�,� ,e`-.,o {tn L�"tyitiit 1634-04-4 Methyl tent-butyl Ether _ BRL _ ug/L 5 71-43-2 Benzene"ff BRL ug/L 1 108-88-3 Toluene BRL ug/L 5 100-41-4 Ethyl benzenes -- BRL ug/L 5 I 108-38-3 and meta- Xylene and Para- BRL ug/L 5 106-42-3 Xylene' 95-47-6 ortho- Xylene BRL ug/L 5 —� 91-20-3 ; Naphthalene j BRL ug/L S j .-,..,.:•.... _ v.tn a.4• '�`- �-'�-- n`�, —_ -•—�nacaka.ss:s_—...� '^�^rA° 'ud�Uf� sU ,a'.e.,r. �+ +2,5-Dibromotoluene(P1D) 83 % _ 70- 130% n,5-Dibromotoluee(FID) _ _— 96 % _— —70-130 % RdSE 1. Were all QA/QC procedures required by the method followed? Yes 12. Were all performance/acceptance standards for the required QA/QC procedures achieved? Yes 13. Were any significant modifications made to the method,as specified in Section 11.3.2.1? No M.,had 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 Volatile Petroleum Hydrocarbons,MA DEP(1998). Report Notations: BRL Indicates concentration,it 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 dilution and sample size. t Hydrocarbon range data excludes concentrations of any surrogate(s)and/ur internal standards eluting in that range. 0 n-05 to n-C8 Aliphatic Hydrocarbons range data excludes the method target analyte concentrations. m n-C9 to n-C12 Aliphatic Hydrocarbons range data excludes the method target analyte concentrations an( the concentration for the n-C9 to n-C10 Aromatic Hydrocarbons range. a Analyte elutes in the n-05 to n-C8 Aliphatic Hydrocarbons range. # Analyte elutes in the n-C9 to n-C12 Aliphatic Hydrocarbons range. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL Massachusetts DEP VPH Method Volatile Petroleum Hydrocarbons by GC/PID/FID Field ID: TW-2 Laboratory ID: 47168-07 Project: Hyannis Golf/1930 QC Batch ID: VG10-1428-W Client: ENSOL, Inc. Sampled: 12-21-01 Container: 40 mL VOA Vial Received: 12-21-01 Preservation: HCI/Cool Analyzed: 12-28-01 Matrix: Aqueous Dilution Factor: 1 ^��'Pti Ratti �5' "��d'rn"� _....r„^'..^,'!�Ta-»r_r_:-•..•--:.-=�•'•�^"_""' 11C�1r1�S.4.t!¢1C��� �u[1�i5�;��_S A,�i�rli�tLI.0 n-05 to n-C8 Aliphatic Hydrocarbons tO BRL ug/L 20 n-C9 to n-C12 Aliphatic Hydrocarbons BRL ug/L 20 _—_..... n-C9 to n-C10 Aromatic Hydrocarbons BRL ug/L 20 Unadjusted n-05 to n-C8 Aliphatic Hydrorarbons BRL ug/L 20 Una 'usted n-C9 to n-G12 Aliphatic Hydrocarbon BRL ug/L 20 EAS Nsmber„„_ �3ar A f e6 � oncen h'auolr= _ �Un1,Es w._...: epgrtisFj, iiiit 1634-04-4 Methyl tert-butyl Ether B_RIL -- ug/L 5 71-43-2 Benzene ° BRL _ _ ug/L 1 108-88-3 Toluene BRL ug/L 5 100-41-4 - Ethylbenzene BRL ug/L 5 108-38-3 and meta- Xylene and Para- BRL ug/L 5 106-42-3 . i Xylene: 95-47-6 ortho- Xylene BRL ug/L S 91-20-3 Naphthalene BRL r -- - - ;_—uv:. :., 2,5-Dibromotoluene(PID) + — 83 % 70- 130% I—_ 2,5-Dibromotoluene(FID) _ 100 % — 70- 130% r 1. Were all QA/QC procedures required by the method followed? -w 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 5ectian 11.3.2,1? No Method non-cunformances 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. I lThe accompanying cover letter, project narrative and quality control report are considered part of this data report. Method Reference: Method for the Determination of Volatile Petroleum Hydrocarbons,MA DEP(1998). 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 dilution and sample size. t Hydrocarbon range data excludes concentrations of any surrogates)and/or internal standards eluting in that range. 0 n-05 to n-C8 Aliphatic Hydrocarbons range data excludes the method target analyte concentrations. F%d n-C9 to n-Cl2 Aliphatic Hydrocarbons range data excludes the method target analyte concentrations anc the concentration for the n-C9 to n-CI0 Aromatic Hydrocarbons range. u Analyte elutes in the n-CS to n-CB Aliphatic Hydrocarbons range. # Analyte elutes in the n-C9 to n-C12 Aliphatic Hydrocarbons range. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 r GROUNDWATER ANALYTICAL Massachusetts DEP VPH Method Volatile Petroleum Hydrocarbons by GOPID/FID Field ID: TW-3 Laboratory ID: 47168-08 Project: Hyannis Golf/1930 QC Batch ID: VG10-1428-W Client: ENSOL, Inc. Sampled: 12-21-01 Container: 40 ml VOA Vial Received: 12-21-01 Preservation: HCI/Cool Analyzed: 12-28-01 Matrix: Aqueous Dilution Factor: 1 K,PH Rang ���,i '�?�;-�e:..^��t� —a�+.,_ -,n.-.ris� �Ittrra�ft t �,•�a�._. +. itr�"' R:.�a"�f�n Lrrr�ilt. n-05 to n-C8 Aliphatic Hydrocarbons T 87 ug/L 20 n-C9 to n-C12 Aliphatic Hydrocarbons _ BRL...._ ug/L 20 n-C9 to n-C10 Aromatic Hydrocarbons t BRL ug/L 20 Unadjusted n-CS to n-CS Aliphatic Hydrocarbons 93 ug/L 20 Unadjusted n-C9 to n-C12 Aliphatic Hydrocarbons' 39 ug/L 20 arget A _ Wit. E_ eltralti" tts« St!��t18 111n'�i� j_--- es 4 ra r 1_634-04-4 Methyl tert butyl Ether 6 _ ug/L 5 71-43-2 Benzenes BRL ug/L 1 108-88-3 Toluene BRL ug/L 5 100-41-4 Ethylbenzene BRL ug/L —5 108-38-3 and meta- Xylene and para- BRL ug/L 5 106-42-3 Xylene' L.2_5-4?-.6 ortho- Xylene BRL ug/L 5 91-20-3 Na hthalene BRL ug/L 5 _ P _...... 5ur _U ro a e z3n vt'1 2,5-Dibromotoluene(PID) _ If111tS - 92 % �v 70- 130%) 2,5-Dibromotoluene(FID) 109 % 70-130_/o ..W......_._-..--.--.-.a-•-.-_---r--��.�...�.n.-,R... - - Yt-.rsi�.. -- - _ _ ' .�rxm�a��u�a,."..,•,4+,_e: 1 Were all QA/QC procedures required by the method fc)llowed? 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 11.3.2.1 i No Method non-conformances indicated above are detailed below on this data report,or in the accompanying project narrative i 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 Volatile Petroleum Hydrocarbons,MA DEP(1998). 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 dilution and sample size. t Hydrocarbon range data excludes concentrations of any surrogate(s)and/or internal standards eluting in that range. 6 n-05 to n-C8 Aliphatic Hydrocarbons range data excludes the method target analyte concentrations. © n-C9 to n-C12 Aliphatic Hydrocarbons range data excludes the method target analyte concentrations ant the concentration for the n-C9 to n-C10 Aromatic Hydrocarbons range. 9 Analyte elutes in the n-05 to n-C8 Aliphatic Hydrocarbons range. # Analyte elutes in the n-C9 to n-C12 Aliphatic Hydrocarbons range, Groundwater analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL Massachusetts DEP VPH Method Volatile Petroleum Hydrocarbons by GC/PIDIFID Field ID: TW-4 Laboratory ID: 47168-09 Project: Hyannis Golf/1930 QC Batch ID: VG10-1428-W Client: ENSOL, Inc. Sampled: 12-21-01 Container: 40 mL VOA Via[ Received: 12-21-01 Preservation: HCI/Cool Analyzed: 12-28.01 Matrix: Aqueous Dilution Factor: 1 - •.,:�. :�'onc E-� to' =x:.,.—>:�--�;eq��= ltBtY,s ReA_ur�ing Ltd% n-6 to n-C8 Aliphatic Hydrocarbons 34 ug/L d� 20 n-C9 to n-C12 Aliphatic Hydrocarbons _ _ BRL ug/L _ 20 n-Co n-C10 Aromatic Hydrocarbons' BRL ug/L 20 9 t I Unadjusted n-CS to n-C8 Aliphatic Hydrocarbons r 54 ug/L 2U Unadjusted n-C9 to n-C12 Aliphatic Hydrocarbons BRL ug/L 20 4R 1634-04-4 Methyl tent-butyl Ether 20 ug/L 5 71-43-2 Benzene _ BRL ug/L 1 108-88-3 Toluene BRL _ ug/L 5 100-414 Ethylbenzene s BRL _ ug/L 5 108-38-3 and meta- Xylene and pars- BRL ug/L 5 106-42-3 Xylene: 95-47-6 ortho- Xylene BRL ug/L 5 91-20-3 I Naphthalene BRL ug/L 5 - .... @.0 Surroga�f'�C��Petstn�s�,....._, Recb�e tmwts"r':-:�� 2,5-Dibromotoluene(PID) 90 % 70- 130 % r 2,5-Dibromotoluene(FID) 103 % 70- 130% - _ _ --�•;�,� __a��;_- ���- �Certiiie t_di_ ..,_.�.. n� �. � � :�_ - t. 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 11.3.2.1? No I Method non-conformances indicated above are detailed below on this data report,or in the accompanying project narrative and Lproiect 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: Mtethod for the Determination of Volatile Petroleum Hydrocarbons,MA DEP(1998). Report Notations: BrR1 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 dilution and sample size. f Hydrocarbon range data excludes concentrations of any surrogate(s)and/or internal standards eluting in that range. 0 n-05 to n-C8 Aliphatic Hydrocarbons range data excludes the method target analyte concentrations. tn1 n-C9 to n-C12 Aliphatic Hydrocarbons range data excludes the method target analyte concentrations am the concenlration for the n-C9 to n-C10 Aromatic Hydrocarbons range. Analyte elutes in the n-05 to n-C8 Aliphatic Hydrocarbons range. t Analyte elutes in the n-C9 to n-C12 Aliphatic Hydrocarbons range. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL Massachusetts DEP VPH Method Volatile Petroleum Hydrocarbons by GGPID/FID Field ID: TW-5 Laboratory ID: 47168-10 Project: Hyannis Golf/1930 QC Batch ID: VG10-1428-W Client: ENSOL, Inc. Sampled: 12-21-01 Container: 40 mL VOA Vial Received; 12-21-01 Preservation: HCI/Cool Analyzed: 12-28.01 Matrix: Aqueous Dilution Factor: 1 �,i L tea.-nsn �a aTt �sa i=�r7r�rts rR�pon Limif ��.-_��1_^.gP__.L'.-R ange s.:.,._.... n-05 to n-C8 Aliphatic Hydrocarbons 1,400 _ ug/L 20 n-C9 to n-C12 Aliphatic Hydrocarbons 610 -- _ ug/L 20_-- n-6 to n-C10 Aromatic Hydrocarbons"" 440 ugfL 1 . 20 Unadjusted n-05 to n-C8 Aliphatic Hydrocarbons 1,400 Iug/L 20 Unadjusted n-C9 to n-C12 Aliphatic Hydrocarbons f 1,300 ug/L 20 - �.GA,�-tVumbe`r 1634-04-4 Methyl tent-butyl Ether 7 ugfL 5 71-43-2 Benzene 12 ug/L. 1 108-88-3 Toluene 10 ug/L 5 - 100-41-4 Ethylbenzene` _ 74 _ ug/L 5 !_- 108-38-3 and mete- Xylene and Para- 130 ug/L . 5 106-42-3 Xyl ene= 95-47-6 _ortho- Xylene" BRL ugfL 5 9 1- 00-3 Naphthalene _ 13 ug/L 5 2,5-Dibromotoluene(PID) 87 % mV� 70- 130% 2,.5-Dibromotoluene(FID) 100 % 70- 130% 1. VYere all QAI( C procedures required by the method followed? Yes 2. Were all performance/acceptance standards for the required QAIQC procedures achieved? Yes 3. Were any significant modifications made to the method,as specified in Section 11.3.2.1? 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 accompanyingcover letter,project narrative and quality control report are considered part of this data report. I . _ P _ . q lY P -... Method Reference: Method for the Determination of Volatile Petroleum Hydrocarbons,MA DEP 11998). 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 dilution and sample size. t Hydrocarbon range data excludes concentrations of any surrogate(s)and/or internal standards eluting in that range. 0 n-05 to n-C8 Aliphatic Hydrocarbons range data excludes the method target analyze concentrations. 0 n-C9 to n-C12 Aliphatic Hydrocarbons range data excludes the method target analyze concentrations an( the concentration far the n-C9 to n-CIO Aromatic Hydrocarbons range. tY Analyte elutes in the n-05 to n-C8 Aliphatic Hydrocarbons range. # Analyte elutes in the n-C9 to n-C12 Aliphatic Hydrocarbons range. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 I GROUNDWATER ANALYTICAL Massachusetts DEP EPH Method Extractable Petroleum Hydrocarbons by GC/FID Field ID: TW-5 Laboratory ID: 47168-11 Project: Hyannis Golf/1930 QC Batch ID. EP-0965-F Client: ENSOL, Inc. Sampled: 12-21.01 Container: 1 L Amber Glass Received. 12-21-01 Preservation: H2SO4/Cool Extracted: 12-26-01 Matrix: Aqueous Analyzed: 12.27-01 Dilution Factor: Aliphatic:1 Aromatic:1 ,'�F•�, >3���. r�:: -,s�� , �:,�•�ar� M=�=.s` -•�- a_�ent�� cam �..,�� Jn't��.-�" ReR4et►ng,l �t n-C9 to n-C18 Aliphatic Hydrocarbons 590 ugfL 500 n�19 to n-_66 Aliphatic Hydrocarbons BRL ug/L S00 n-C11 to n-C22 Aromatic Hydrocarbons 200 - ug/L 160 - - -_.-.... Unadjusted n-C11 to n-C22 Aromatic Hydrocarbons r 210 ( ug/L._T- 160� _}<•QCSurrcgate -o_ aunds� -a Q _F tm�f; _ u. Fractionation: 1 2-Fluorobiphenyl -- 81 % 40- 140 % 2-Bromonaphthalene 85 % 40- 140 Ok Extraction: Chloro-octadecane 65 % 40- 140% ortho-Terphenyl _ 75 /e 40-140% rro...'s St:Y..�iC,ll-_' '`+w`.."�",'- ,-:.+.:`� k:_r _. ,���,:(�A�.wasn+>.MTrY�u�:�.um. .Tr'.w aLiLu.�r':'4'__. �^veem».. GVY:.e+. a::•-,� 1. Were all QA/QC procedures required by the method followed? Yes 2. Were all performancetacceptance standards for the required QA/QC procedures achieved? Yes 3. Were any significant modifications made to the method,as specified in Section 11.3? 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 accom an in cover letters project narrative and quality control report are considered part of this data report. —p y g.__...... . Method Reference: Method for the Determination of Extractable Petroleum Hydrocarbons,MA DEP 0998). Extraction performed utilizing separatory funnel 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 dilution and sample size. t Hydrocarbon range data excludes concentrations of any surrogate(s)and/or internal standards eluting,h that range. o n-C11 to n-C22 Aromatic Hydrocarbons range data excludes the method target analyte concentrations. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL EPA Method 8270C (Modified) MA DEP EPH Polynuclear Aromatic Hydrocarbons by GC/MS-SIM Field ID: TW-5 Laboratory ID: 47168-11 Project: Hyannis Golf/1930 QC Batch ID: EP-0965-F Client: ENSOL, Inc. Sampled: 12-21-01 Container: 1 L Amber Glass Received: 12.21.01 Preservation: H2SO4/Cool Extracted: 12-26-01 Matrix: Aqueous Analyzed: 12-27-01 Dilution Factor: 1 rAS�Numkaer -- Arid(- e�_ ,: o *�9ft r__at►+i� .` x MIul tTi t R �►r Yttfit 91-20-3 Naphthalene 6.2 ug/L 0.5 91-57-6 2-Methyl naphthalene 2.1 _- ug/L 0.5 208-96 8 Acenaphthylene BRL ug/L 0.5 83-32-9 Acenaphthene BRL ug/L 0.5 8G73-7 Fluorene BRL ug/L 0.5 85-01-8 Phenanthrene BRL ug/L 0.5 120.12-7 Anthracene BRL ug/L 0.5 — 206-44-0 Fluoranthene 0.6 _— ug/L 0.5 129-00-0 Pyrene _ 0.7 ug/L 0.5 _ 56-55-3 Benzo[a]anthracene 0.3 ug/L 0.1 218-01-9 Chrysene -- 0.2 ug/L 0.1 205-99-2 Benzo[b]fluoranthene _ _ 0.3 ug/L 0.1 207-08-9 Benzo[h]fluoranthene 0.1 ug/L 0.1 50-32-8 Benzo[a]pyrene 0.2 ug/L 0.1 - r53 9-5 1 deno[1,2,3-c,d]pyrene 0.1 ug/L 0.1 . —t-3 Dibenzo[a,h]anthracene BRL ug/L 0_14-2 Benzo[g,h,j]perylene 0.1 ug/L 0.1 -,—j _ QG�Su_r' gaE tied i 2t�ety - ortho_Terphenyl — -- _72 40-140% Method Reference: Test Methods for Evaluating Solid Waste.. US EPA.SW-846,Third Edition,Update Ill(1996). Analvte list as specified by the target analvtes of the MA DEP Method for the Determination of Extractable Petroleum Hydrocarbons. Method modified by use of selected ion monitoring(SIM) in accordance with Sectlon 7.5.5 of the method. method protocol modified to include acidification and the surrogate compound in accordance with the MA DEP Method for the Determination of Extractable Petroleum Hydrocarbons. 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 dilution and sample size. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 ENS • 100Trebler Road ' I 1 Billerica, I 978-670-0767 SamplingProject#&Name / Comments: Sampling Sampled , 1 / ANALYSIS REQUIRED • a■■■ern■■■a■e©■■■■c�■■■o■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ I 725 Main Street, Hyannis, MA E1 SOL h c. December 2001 r Appendix D: Standard Terms and Conditions EN,50L—Environmental Sofutions for Business Standard Terms and Conditions Page 1 ENSOL, Inc" 1. SERVICES. (a) Scope. ENS04 INC.("ENSOL")shall provide Client with the services("Services")set forth in the Proposal for Services("Proposal")with respect to the property identified in the Proposal(the"Site"),under the terms and conditions set forth herein. If the scope of the project or of ENSOL's services is changed materially,or additional services are required,the amount of compensation shall be equitably adjusted between Client and ENSOL. Further,if additional services are required of ENSOL by Client for any reason whatsoever(including,but not limited to interpretation of the report or related data,litigation support,or EPA or DEP audits)at any time in addition to the completion of ENSOL's services as set forth in the Proposal,those services shall be considered additional services for which ENSOL shall be compensated on a time and materials basis at ENSOL's then existing rates,unless otherwise agreed. (b) Hazardous Materials. For the purposes of the Proposal and these Terms and Conditions,the term"Hazardous Materials"shall mean any substance(i)the presence of which required investigation or remediation under any federal,state or local statute,regulation,ordinance,order,action,policy or common law or(ri)which is or becomes defined as a"hazardous waste,""hazardous substance,"pollutant or contaminant under any federal,state or local statute,regulation,rule,ordinance or amendments thereto,including,without limitation,the Comprehensive Environmental Response,Compensation and Liability Act and/or the Resource Conservation and Recovery Act or(iii)which is toxic,explosive, corrosive,flammable,infectious,radioactive,carcinogenic,mutagenic or otherwise hazardous and is or becomes regulated by any governmental authority,agency,department, commission,board,agency or instrumentality of the United States,the state where the Site is located or any political subdivision thereof or(iv)any petroleum-based product, asbestos,polychlorinated biphenyls or radon gas. (c) Control of Sites Right of Entry:Disclosure by Client. Client shall provide access to the Site. ENSOL shall have no responsibility or liability for any aspect or condition of the Site,now existing or hereafter arising or discovered except a release of Hazardous Materials by ENSOL. ENSOL does not,by its entry into an agreement with Client,or its performance of the Services or any other services under any such agreement assume any responsibilities or liability with respect to the Site;nor shall any liability or responsibilities be implied or inferred by reason of ENSOL's performance of any such services. (d) Subsurface Explorations. ENSOL will take reasonable precautions to minimize damage to the Site from use of ENSOL's equipment,but has not included in its fee for Services the costs of restoration of damage that may result from such operations.Client recognizes that commonly used exploration methods(such as drilling,boring,pushing or driving probes,or excavating trenches)involve an inherent risk For example: (i) the equipment used to perform Subsurface Explorations may damage landscaped areas or paved areas. ENSOL will take reasonable precautions to minimize damage to the Site from use of ENSOL's equipment,but has not included in its fee for Services the costs of restoration of damage that may result from such operations. If ENSOL is required to restore the property to its former condition,the cost will be added to its fee for Services. (ii) the exploration process at or near a property contaminated by Hazardous Waste may inadvertently create a pathway for the rapid vertical movement of contaminants to a formerly"unaffected"stratigmphic unit. In accordance with current design,back-filling with grout or by other means is intended(but does not guarantee)to provide a seal against such a pathway. (iii)Subsurface Explorations might result in the disturbance of below-grade utilities such as underground tanks,leaching pits,septic systems,gas lines,electric lines or other utilities. In the performance of the Subsurface Explorations,ENSOL will assume responsibility for obtaining Digsafe clearance for the Site and interviewing current owners/operators of the Site for the purpose of identifying the location of below-grade utilities. ENSOL will be responsible for damages associated with the affected utilities if(a)the location of those utilities was indicated by Digsafe or the Client,and(b)ENSOL directed a subcontractor to perform Subsurface Explorations in the immediate vicinity of identified utilities. Otherwise,if the location or existence of below-grade utilities or underground storage tanks is not known to ENSOL,Inc.after completing the aforementioned due diligence,the Client will be responsible for damages associated with below ground utilities adversely affected by the Subsurface Exploration. Further,Client recognizes that these are not the only risks which may be encountered,but are simply examples of consequences which cannot be anticipated or avoided in many cases,even upon the exercise of the Required Standard of Care(as defined in Section 3). Client accepts these and all similar risks and releases ENSOL from any and all liability that may be incurred as a result of the Services provided by ENSOL,provided that such Services were performed in accordance with the Required Standard of Care. (e) Samples. ENSOL will dispose of all non-hazardous rock,soil,and other samples 30 days after submission of ENSOL's final report. Client may request in writing that said samples be shipped by ENSOL to a location designated by Client or that ENSOL arrange to store said samples at ENSOL's facilities for an agreed storage rate. If samples collected by ENSOL or provided by Client or wastes generated as a result of Site investigation activities contain or potentially contain substances or constituents which are or may be ' Hazardous Materials,said Hazardous Materials shall remain the property of Client and Client shall have responsibility for them as generator. Hazardous Materials discovered by ENSOL which have been removed by ENSOL from the Site shall be prepared by Client for lawful transportation and returned to Client at the Site within a reasonable time,not to exceed thirty(30)days,or such lesser time in which the legal obligation exists to remove such Hazardous Material from its then location after notice(s)have been communicated to Client. 2. LIMITATION OF LIABILITY.To the fullest extent permitted by law,the total liability,in the aggregate,of ENSOL and ENSOL's officers,directors,employees,agents and independent professional associates and consultants,and any of them,to Client and any one claiming by,through or under Client,for any and all injuries,claims,losses,expenses,or damages whatsoever arising out of or in any way related to ENSOL's Services,the Proposal or these Standard Terms and Conditions,from any cause or causes whatsoever,including but not limited to, the negligence,errors,omissions,strict liability,breach of contract or breach of warranty of ENSOL or ENSOL's officers, directors,employees, agents or independent professionall associates or consultants,or any of them,shall not exceed the total compensation received by ENSOL under this Agreement,or the amount of$50,000, k whichever is greater. Client acknowledges that ENSOL has neither created nor contributed to the creation of any existing hazardous,radioactive,toxic,pollutant,or otherwise dangerous substance or condition,or asbestos,at the Site,and ENSOL's compensation hereunder is in no way commensurate with the potential risk of injury or loss to person or property,or other economic loss that may not be caused due to the presence of,release of,or exposure to,such substances or conditions. 3. STANDARD OF CARE. (a) ENSOL agrees that it will endeavor to perform the Services under the Proposal and these Terms and Conditions,in a manner consistent with that level of care and skill ordinarily exercised by other professional consultants performing such services at the same time in the same general locality as the Site and under similar circumstances and conditions faced by ENSOL(the"Required Standard of Care"). I° . Client recognizes that geologic,geotechnical,and environmental conditions can vary from those encountered at the times when and locations where data are obtained,and that such limitation on available data results in some level of uncertainty with respect to the interpretation of these conditions,despite meeting the Required Standard of Care. Client also recognizes that the state-of-the-practice,particularly with respect to removal and remediation of Hazardous Materials from contaminated sites and the regulatory determination of and threshold limits for Hazardous Materials,is changing and evolving. For example,the long-term effect of chemicals on soils or man-made barriers such as constructed liner systems is not well established or known at this time. Likewise,the long-term effects of chemical exposures are not well known. While ENSOL must perform in accordance with the Required Standard of Care,it is recognized that standards will subsequently change because of improvements in the state-of-the-practice. Nevertheless,ENSOL shall.not be liable based upon such changed standards,but only upon the Required Standard of Care when the services are performed. I (b) State of the Art. The mitigation or remediation of conditions created by Hazardous Materials is a new engineering concern. Techniques for containing,eliminating or otherwise mitigating or remediating Hazardous Materials are rapidly evolving,and new solutions are continually being developed. The standards and regulations being imposed by various government entities relative to design and other issues likewise are subject to rapid and continuing change. Given this dynamic situation,ENSOL may select acceptable, effective design approaches that,through no fault of ENSOL's,are obsolete and/or unacceptable by the time such design is ready for execution. ENSOL agrees to give Client an opinion on the impact of such changes on ongoing and/or planned future activities and the techniques and attendant fees and expenses for accommodating such changes. Bel OL— Environmental Solutions for Business r' Standard Terms and Conditions Page 2 ENSOL, e 4. DOCUMENTS. All reports,boring logs,field data,.field notes,laboratory test data,calculations,estimates and other documents,data or information prepared by ENSOL as instruments of service,shall remain the sole property of ENSOL. Such documents or information will not,in whole or in part,be disseminated or conveyed to any other party,nor used by any other party in whole or in part,without the prior written consent of ENSOL,except as required by law. All reports and other work prepared by ENSOL for Client shall be utilized solely for the intended purposes described in the Proposal. ENSOL will retain all pertinent records for a period of three(3)years following the submission of ENSOL's report to Client. Such records will be available to Client upon request at ENSOL's office during normal office hours on reasonable notice,and copies will be furnished by ENSOL to Client for the total cost of reproduction of the same. 5. RATES.BILLING AND PAYMENT. Client will pay ENSOL for Services performed in accordance with the rates and payment terms set forth in the Proposal. Invoices for ENSOL's Services will be submitted either on a periodic basis or upon completion of Services,as ENSOL shall elect. All invoices will be paid by Client within thirty(30)days after invoice date. Invoice balances remaining unpaid for thirty(30)days after invoice date will bear interest from invoice date at 1.5 percent per month. If Client fails to pay any invoice in full within thirty(30)days after invoice date,ENSOL may,at any time,and without waiving any other rights or claims against Client,terminate any and all additional Services for Client. Notwithstanding any termination of Services by ENSOL for nonpayment of invoices,Client shall pay ENSOL in full for all Services rendered by ENSOL to the date of termination of Services plus all interest. Client shall reimburse ENSOL for all costs and expenses of collection,including reasonable attorneys'fees. ENSOL's non-exercise of any rights or remedies,whether specified herein or otherwise provided by law,shall not be deemed a waiver of any such rights or remedies,nor preclude ENSOL from the exercise of such rights or other rights and remedies under the Proposal and these Terms and Conditions,or at law. 6. MONITORING OF CONSTRUCTION. Client recognizes that unanticipated or changed conditions are likely to be encountered during construction. Client agrees to retain ENSOL to monitor construction,and ENSOL agrees to assign to the monitoring function persons qualified to observe and report on quality of work performed by contractors. Client recognizes that construction monitoring is a technique employed to minimize the risk of problems arising during construction. Provision of construction monitoring by ENSOL is not insurance,nor does it constitute a warranty or guarantee of any type. In all cases,contractors shall retain responsibility for the quality of their work and for adhering to plans and specifications,including responsibility for maintaining legal methods of transport and appropriate locations for disposal of Hazardous Materials. Should Client for any reason not retain ENSOL to monitor construction,or should Client unduly restrict ENSOL's scope of services or assignment of personnel to monitor construction,or should ENSOL for any reason not perform construction monitoring during the full period of construction,Client acknowledges and agrees that ENSOL will not have the capability for adequate control of implementation of the complete engineering function,in which event Client waives any claim against ENSOL,and agrees to indemnify,defend and save ENSOL harmless from any claim or liability for injury or loss arising from problems during construction. Client also agrees to compensate ENSOL for any time spent and expenses incurred by ENSOL in defense of any such claim,with such compensation to be based upon ENSOL's prevailing fee and expense reimbursement schedule. 7. DISCLOSURE REQUIREMENTS. Client recognizes that Client owes a duty of care to the public that requires Client to report to appropriate authorities the discovery of certain types of Hazardous Materials. ENSOL likewise owes a duty of care to the public in that the public,through its professional engineer registration law,has granted to ENSOL an exclusive license to perform functions which require engineering skill and knowledge to protect public health and safety. ENSOL will,at all times,endeavor to perform in a faithful and trustworthy manner and will use reasonable efforts to alert Client to any matters which ENSOL believes require Client's immediate attention to help protect public health and safety,or which ENSOL believes require Client to issue a notice or report to certain public officials. Client shall be responsible for notifying pubic officials and agrees to do so in accordance with applicable federal and state law. Client also agrees that,if ENSOL decides it is inappropriate for ENSOL to notify public officials,ENSOL will not be held liable in any respect to failing to report conditions which were Client's responsibility to report. Accordingly,Client waives any claims against ENSOL,and agrees to defend,indemnify and save ENSOL harmless from any claim or liability for injury or loss allegedly arising from ENSOL's notifying or not notifying public officials about conditions existing at the Site. Further,Client agrees to compensate ENSOL for any time spent or expenses incurred by ENSOL in defense of any such claim,with such compensation to be based upon ENSOL's prevailing fee and expense reimbursement schedule. 8. TERMINATION. The obligation to provide further Services under the Proposal and these Terms and Conditions may be terminated by either party upon thirty(30)days written notice in the event of substantial failure by the other party to perform in accordance with the terms thereof through no fault of the terminating party. In the event of any termination,ENSOL will paid for all Services rendered and reimbursable expenses incurred to the date of termination and,in addition,all reimbursable expenses directly attributable to termination. 9. HEALTH AND SAFETY. ENSOL shall be responsible for,and its employees shall follow,health and safety precautions which meet federal,state and local standards, statues,and regulations. ENSOL shall not specify construction procedures,manage or supervise construction,or implement or be responsible for health and safety procedures for other than its own employees or subconsultants. ENSOL shall not share any responsibility for the acts,errors,or omissions of its subconsultants or other parties which provide services or have control or charge of,or be responsible for,construction means,methods,techniques,sequences or procedures,or for safety precautions and programs. ENSOL's observation and testing of portions of the work of other parties at the Site shall not relieve such other parties from their responsibilities for performing their work in accordance with applicable plans,specifications and health and safety requirements. Accordingly,Client agrees to defend,indemnify and hold ENSOL harmless from any and all claims,liabilities, fines,administrative penalties,or other costs,including court costs and attorneys'fees,by any third parties arising out of or relating to health and safety procedures for other than its own employees or subconsultants,or arising out of or related to the acts,errors,or omissions of contractors,subcontractors,independent consultants,subconsultants,or other parties at the Site. 10. LICENSED SITE PROFESSIONAL. If the performance of the Services under the Proposal and these Terms and Conditions requires the engagement.of a Licensed Site Professional("LSP")registered with the Commonwealth of Massachusetts under General Laws,Chapter 21A and the regulations promulgated by the Massachusetts Department of Environmental Protection("MADEP")thereunder(collectively the"LSP Program"),the following shall apply:(a)The LSP Program,and the laws and regulations promulgated thereunder, place upon the LSP certain professional obligations owed to the public, including, in some instances, a duty to disclose the existence of certain environmental contaminants to the MADEP;(b)Client understands and acknowledges that in the event the LSP's obligations under the LSP Program conflict in any way with the Proposal or these Terms and Conditions or the wishes or intentions of Client,the LSP is bound by law to comply with the requirements of the LSP Program;(c)Client recognizes that the LSP shall be immune from all civil liability resulting from any alleged conflict with the LSP Program referred to in Item b;and(d)Client agrees to hold ENSOL harmless from any claims,losses, damages,fines or administrative,civil or criminal penalties resulting from the LSP's fulfillment of its obligations under the LSP Program. 11, LITIGATION COST PROVISION. If Client institutes a suit against ENSOL because of any failure or alleged failure to perform,error,omission,or negligence,and if such suit is dismissed by the court or if a verdict is rendered for ENSOL,Client agrees to pay ENSOL any and all costs of defense,including attorneys'fees,expert witness fees,and court costs,and any and all other expenses of defense which may be reasonably necessary,immediately following dismissal of the case or immediately upon any judgment by a court of competent jurisdiction rendered in favor of ENSOL.Should it become necessary for ENSOL to enforce any term of the provisions of the Proposal or these Terms and Conditions,or to collect any portion of the amount payable under the Proposal or these Terms and Conditions,then all litigation and collection expenses,including reasonable attorneys'fees,shall be paid by the Client. Eg\(50L- Environmental Solutions for Business ENSOL, hic. 725 Main Street,Hyannis,MA December 2001 Table 1: Summary of Soil Chemistry,mg/kg Compound TP-SE TP-SE TP-SE TP-SE B6-S2 DEP MCP S-1/ #1 #3 #6 #9 Background RCS-1 GW-2/3 1-2' 4' 3' 4' 12-13' EPH fractions(DEP): , C9-Cl8 aliphatics <32 <31 <30 1 <31 59 - 1,000 1,000 C19-06 aliphatics 540 330 46 52 <34 - 2,500 2,500 CI 1-C22 aromatics 180 110 35 67 34 200 800 PAHs(DEP): naphthalene <0.53 <0.51 <0.50 <0.52 <0.56 0.5 4 100 2-methylnaphthalene <0.53 <0.51 <0.50 <0.52 0.65 0.5 4 500 phenanthrene <0.53 0.58 <0.50 0.94 <0.56 3 100 100 acenaphthene <0.53 <0.51 <0.50 <0.52 <0.56 0.5 20 1,000 acenaphthylene <0.53 <0.51 <0.50 <0.52 <0.56 0.5 100 100 flourene <0.53 <0.51 <0.50 <0.52 <0.56 1 400 1,000 andvacene <0.53 <0.51 <0.50 <0.52 <0.56 1 1,000 5000 flouranthene 0.61 0.91 1.3 2.2 <0.56 4 1,000 1,000 pyrene <0.53 0.75 1.1 1.9 <0.56 4 700 700 benzo(a)anthracene <0.53 <0.51 0.84 1.2 <0.56 2 0.7 0.7 chrysene <0.53 0.56 0.79 1.2 <0.56 2 1 7 7 benzo(b)flouranthene <0.53 0.57 1.3 1.5 <0.56 2 0.7 0.7 benzo(k)floumnthene <0.53 <0.51 0.55 0.84 <0.56 1 7 7 benzo(a)pyrene <0.53 <0.51 0.93 1.2 <0.56 1 0.7 0.7 indeno(1,2,3-cd)pyrene <0.53 <0.51 0.75 0.91 <0.56 1 0.7 0.7 benzo(g,h,i)perylene <0.53 <0.51 0.67 0.83 <0.56 1 1,000 1,000 VPH fractions(DEP): n.a. n.a. n.a. n.a. C5-C8 aliphatics 110 - 100 100 C9-C12 aliphatics 95 - 1,000 1,000 C9-C 10 aromatics 68 - 100 100 total BTEX 8.9 - >10 >40 naphthalene 1.2 - 4 100 VOCs(EPA 8021b): n.a. n.a. n.a. all halogenated VOCs ND I - I - - PCBs(EPA 8082): n.a. n.a. all aroclors - ND ND ND - A 2 1 2 Priority Pollutant metals: n.a. n.a. arsenic 1.6 1.6 <1.2 14 30 30 barium <23 <21 <23 45 1,000 1,000 cadmium <0.56 <0.53 <0.58 3 30 30 chromium <11 <1I <12 39 1,000 1,000 lead 260 38 <12 570 300 300 mercury 0.036 <0.036 <0.038 1.4 20 20 selenium <I1 <11 <12 1 1 400 400 silver <5.6 <5.3 <5.8 5 100 100 Notes: DEP background for urban areas from May 1997 Draft Supplement to DEP Guidance far Diq)asal Site Risk Characterization Applicable RCS-I Reputable Concentrations as defined in the MCP(310 CMR 40). Category S-I cleanup criteria of the MCP provided for preliminary screening purposes only. ND or"<"=none detected at laboratory detection limit;all target compounds not listed were not detected in any samples. EVOL- Environmento(solutions for Business ENSOL, Inc. 725 Main Street,Hyannis,MA December 2001 Table 1: Summary of Soil Chemistry,mg/kg,cont'd. Compound B5-S1 TP-W1 Bay 3 Bay 2 Comp. P MCP 9-1/ 1' 4-5' 1' 4' 0-2' FB7akound RCS-1 GW-2/3 EPH fractions(DEP): n.a. C9-C18 aliphatics <35 <30 <30 <31 - 1,000 1,000 C19-06 aliphatics 61 37 71 130 - 2,500 2,500 CI I-C22 aromatics 74 41 43 60 - 200 800 PAHs(DEP): n.a. naphthalene <0.58 <0.50 <0.50 <0.51 0.5 4 100 2-methylnaphthalene <0.58 <0.50 <0.50 <0.51 0.5 4 500 phenanthrene <0.58 <0.50 <0.50 <0.51 3 100 100 acenaphthene <0.58 <0.50 <0.50 <0.51 0.5 20 1,000 acenaphthylene <0.58 <0.50 <0.50 <0.51 0.5 100 100 flourene <0.58 <0.50 <0.50 <0.51 1 400 1,000 anthracene <0.58 <0.50 <0.50 <0.51 1 1,000 1,000 flouranthene 2.4 <0.50 0.50 <0.51 4 1,000 1,000 pyrene 2.2 <0.50 0.52 <0.51 4 700 700 benzo(a)anthracene 1.5 <0.50 <0.50 <0.51 2 0.7 6.7 chrysene 1.5 <0.50 <0.50 <0.51 2 7 7 benzo(b)flouranthene 2.7 <0.50 <0.50 <0.51 2 0.7 0.7 benzo(k)flouranthene 0.93 <0.50 <0.50 <0.51 1 7 7 benzo(a)pyrene 1.8 <0.50 <0.50 <0.51 1 0.7 0.7 indeno(1,2,3-cd)pyrene 1.4 <0.50 <0.50 <0.51 1 0.7 0.7 benzo(g,h,i)perylene 0.93 <0.50 <0.50 <0.51 1 1,000 1 1,000 VPH fractions(DEP): n.a. n.a. n.a. n.a. n.a. C5-C8 aliphatics - 100 100 C9-C12 aliphatics - 1,000 1,000 C9-C 10 aromatics - 100 100 VOCs(EPA 8021b): n.a. n.a. n.a. n.a. all halogenated VOCs ND - - - PCBs(EPA 8082): n.a. n.a. 11.11. all aroclors ND ND - 2 2 Priority Pollutant metals: n.a. n.a. n.a. arsenic 1.3 1.3 14 30 30 barium <21 <22 45 1,000 1,000 cadmium <0.53 <0.55 3 30 30 chromium <1I <11 39 1,000 1,000 lead 33 1 17 570 300 300 mercury <0.034 <0.037 1.4 20 20 selenium <11 <11 1 400 400 silver <5.3 <5.5 5 100 l00 Notes: DEP background for urban areas from May 1997 Draft Supplement to DEP Guidance for Disposal Site Risk Characterization Applicable RCS-1 Reportable Concentrations as defined in the MCP(310 CMR 40). Category S-1 cleanup criteria of the MCP provided for preliminary screening purposes only. ND or"<"=none detected at laboratory detection limit,all target compounds not listed were not detected in any samples. "Comp."is a composite of samples TP-W I (I'),132-S I (I'),B-7B(P),B-7C(T),B-7E(I'). EX50L-Environinenta[SofutionSfor Business 725 Main Street Hyannis,MA ENSO ., ""c° December 2001 Table 2: Summary of Groundwater Chemistry,ug/L Compound TW-1 TW-2 TW-3 TW-4 T W-5 MCP GW-2 GW-3 RCGW-2 EPH fractions n.a. n.a. n.a. n.a. (DEP): C9-C18 aliphatics 590 1,000 1,000 20,000 C19-C36 aliphatics <500 20,000 N/A 20,000 Cl 1-C22 aromatics 200 30,000 50,000 30,000 PAHs n.a. n.a. n.a. n.a. (DEP): naphthalene 6.2 6,000 6,000 6,000 2-methylnaphthalene 2.1 3,000 10,000 3,000 all other target PAHs <I - VPH (DEP): C5-CS aliphatics 1 <20 <20 87 34 y1;400--1, 1 1,000-1 1,000 4,000 C9-C12 aliphatics <20 <20 <20 <20 -6-10 --' 1,000 1,000 20,000 C9-C10 aromatics <20 <20 <20 <20 440 4,000 5,000 4,000 HSL VOCs (EPA 8021 b): MTBE I <1 9 37 4 r50,000 _50,000_50,000._ benzene <I <I <I <1 10 `40000 2,000 7,000 toluene <1 <1 <1 <I 7 6,000 6,000 50,000 ethylbenzene <1 <1 <1 <1 45 4,000 30,000 4,000 xylenes <1 <1 3 <1 79 6.000 6,000 50,000 all other target VOCs ND ND ND ND ND - aromatic&halo enated Notes: Samples collected from temporary well points 13-15 ft below grade,using low-flow peristaltic pump. Locations of temporary well points TW-1 to TW-5 indicated in Figure 2. Analysis by Groundwater Analytical,Inc.-refer to laboratory data sheets of Appendix C. Applicable RCGW-2 Reportable Concentrations defined in the MCP. Category GW-2&GW-3 cleanup criteria of MCP provided for preliminary screening purposes only. ND or"<"=none detected at laboratory detection limit. n.a.=sample not analyzed for these compounds. E:�SOL-EnVironmenta(Sofutions for Business 725 Main Street, Hyannis, MA ENSOL, Inc. December 2001 Appendix A• Protocols EkfSOL—EnvironmentafSolutions for Business ENSOL, Inc. Standard Protocol Subsurface Investigation Administrative To promote the investigation of subsurface conditions on a Site in the safest possible manner, the following administrative procedures have been implemented by ENSOL,Inc. for the installation of groundwater monitoring wells: Step 1: Obtain clearance for below-grade utilities on the Site by obtaining a DIGSAFE Number and by contacting the water/sewer department in the Town or City in which the Site is located. Remember: DIGSAFE is not responsible for marking the location of water or sewer lines. The utility clearance form shall be completed prior to the scheduling of below- grade exploration on the Site and the below-grade exploration will be scheduled for a time after the DIGSAFE clearance date. AT NO TIME IS A SUBSURFACE INVESTIGATION TO COMMENCE AT A SITE PRIOR TO THE IDENTIFICATION AND LOCATION OF BELOW-GRADE UTILITIES. Step 2: Ask the owner/operator of the Site for a set of"as built" plans which show the location of below-grade utilities on the Site; if a set of"as built" plans are not available, then ask for a walking tour of the Site with the owner or facility manager to allow for identification of hazards, including below-grade utilities. Step 3: Using the Drilling Notification Letter, confirm the subsurface exploration date with the appropriate contractor. Said notification should include a DIGSAFE Number, and the name and telephone number of the appropriate municipal employees who are responsible for identifying the location of below-grade water and sewer lines. In addition,for known or suspected hazardous waste sites, the Notification Letter should also include a description of known or suspected on-Site hazards, and the steps that ENSOL, Inc. recommends to minimize the effects of said hazards. .Ideally, the Health and Safety Plan for the site inspection should be attached to the Notification Letter. Step 4: Prior to the on-Site subsurface exploration program, ENSOL,Inc. should make the contractor aware of the general Quality Assurance requirements for subcontractors, specifically: • all equipment which may corne in contact with soils or groundwater on the Site during the course of the subsurface investigation shall be cleaned [using a steam cleaner] prior to use on the Site. The sub-contractor's equipment shall arrive at the Site in a clean fashion, i.e., auger flights shall be free of soil. • all equipment which may come in contact with soils or groundwater on the Site during the installation of a soil boring shall be steam cleaned on the Site prior to the installation of any other soil borings - steam cleaning of equipment shall be conducted in an area designated for such use at the beginning of the day; •prior to leaving the Site, all equipment which might have come in contact with soils or groundwater on the Site will be steam cleaned. Step 5: The Workplan for the subsurface investigation may include additional, Site-specific, quality assurance requirements which apply to the subcontractor; these additional requirements must be forwarded in writing to the sub-contractor prior to the start of work. ............................................................................................................. ENSOL, Inc. Standard Protocol Subsurface Investigation Sampling of Soil and Aquifer Material Earthprobe 200 Technique One advantage of the Earthprobe 200 drilling technique is that undisturbed soil samples can be collected continuously from the Site. This technique of soil sampling using the Earthprobe 200 technique was devised by soils mechanicians for the collection of.undisturbed soil cores for the evaluation of soil mechanical properties; the soil sample collection technique is accomplished by driving a macro core sampler into the boring. The macro core sampler is typically four feet long and samples are typically collected continuously, on center. ENSOL, Inc. personnel will log soil samples as they are collected off of the macro core sampler. Soil samples are to be collected into wide-mouth glass jars for the purposes of visual observation and soil screening using a hand-held photoionization detector. Discoloration or unusual odors emanating from the soil samples are to be noted in the boring logs. Soil screening using a hand-held photoionization detector will be accomplished following the protocol which is outlined in the Massachusetts DEP Policy#WSC-94-400 "Interim Remediation Waste Management Policy for Petroleum Contaminated Soils." Prior to use in the field, the photoionization detector will be calibrated with a 100 ppmv isobutylene mixture and corrected to benzene equivalents. Calibration in the field will be at the discretion of the ENSOL,Inc. inspector; however, at a minimum the detector will be screened at the beginning and the end of the day in the field to ensure that the instrument was perfonning properly. Soil samples for the analysis of volatile organic compounds shall be collected off of the split-spoon sampler directly into laboratory-approved VOA vials or jars. VOA containers shall be segregated by sampling location into "Zip-Lok" bags and refrigerated on Site and during transport to a certified laboratory. Soil samples for the analysis of total petroleum hydrocarbons may be left in the original sampling containers; depending upon the sampling conditions, refrigeration of the samples may be recommended. Quality Assurance/Quality Control Decontamination: Unless otherwise stated in the Workplan for the particular project, all equipment which may come in contact with soil or groundwater must be steam cleaned prior to entering the Site; said equipment will also be steam cleaned between soil borings on the Site, and said equipment will be steam cleaned at the conclusion of work for the day. The macro core sampler will be cleaned between uses by an Alconox [detergent] and water wash followed by a rinse with methanol and distilled water prior to each use, and the expendable liner with be replaced. Sample Labelling: When storing soil samples, the sampling containers should be labelled in the field with the ENSOL,Inc.job number, Site location, and sampling location. Sample Storage: Sampling containers will be stored in "zip-lok" bags in the cooler to mitigate against sample cross-contamination. Sample Tracking: A Chain of Custody form will be filled out in the field and the Chain of Custody will follow the samples to the laboratory: ENSOL,Inc. will have a photocopy.of the Chain-of-Custody form once it has been submitted to the Laboratory. ENSOL, Inc. Standard Protocol Subsurface Investigation Groundwater Monitoring Well Installation Earthprobe 200 Technique Soil sampling and groundwater monitoring well installation by Earthprobe technique is generally applicable when the aquifer material consists of unconsolidated materials, and the well screen is not to be installed at extreme depths. Earthprobe drilling is accomplished using a series of interconnected flights with a macro core sampler at the lowermost end. The macro core sampler, under hydraulic pressure, is drilled at four foot intervals, to obtain continuous undisturbed samples of soil. No significant volume of soil cuttings are created through this process. For the installation of groundwater monitoring wells, ENSOL, Inc. will supply the flight,macro core sampler, and macro core sampler liners; if the flights are joined using threaded couplings, then only vegetable-oil based lubricants may be used. Unless otherwise specified, ENSOL,Inc. will install groundwater monitoring wells consisting of 3/4" internal diameter,flush jointed, Schedule 40 PVC pipe. Well screen will consist of slots of approximate dimension of 0.01". The lower I foot of the boring will be back-filled with clean, Ottawa Sand; the casing will be installed, and the annular space between the inside of the hollow- stem auger and the well screen will be back-filled with clean, Ottawa Sand to a depth in excess of one foot above the well screen,unless specified otherwise in the Workplan. A bentonite plug will be installed on top of the sand pack; the thickness of the bentonite plug will be at least one foot. If the bentonite seal is to be installed at some depth below the water table, then the bentonite slurry should be delivered using a tremie tube to eliminate the problem of bentonite "bridging" between the well casing and the hollow stem auger. Unless specified otherwise, the annular space between the inside of the auger and the outside of the well casing,above the bentonite seal, will be back-filled with cuttings. Each well shall be protected using either a protective metal roadway box,or a locking, standpipe; in either case, the protective materials shall be cemented in place. References: RCRA Groundwater Monitoring Technical Enforcement Guidance Document, 1986. USEPA/OAWER-9950.1 Handbook of Suggested Practices for the Design and Installation of Ground-Water Monitoring Wells, 1989. National Water Well Association and EPA/600/4-89/034. ...................................................................................................................... ENSOL, Inc. Standard Protocol Groundwater Sampling from Monitoring Wells Sampling Groundwater Monitoring Wells Step#1: Prior to purging, measure the temperature and specific conductance of the groundwater in situ. Be certain to properly calibrate the meters in the field. Step#2: Connect a length of unused quarter inch plastic tubing to the peristaltic Geopump and lower the tubing into the casing until the groundwater table has been intercepted. Initiate pumping, and examine the initial water drawn for non-aqueous floating product. Step#3: Pump approximately three times the static volume of groundwater from the well. Step #4: Measure the pH of the purged groundwater. Step#5: Collect a sample of groundwater into the appropriate laboratory-supplied containers. Step#6: Once the groundwater samples have been collected,pour the purged groundwater back into the well casing or into a secure 55-gallon drum on the Site. Volatile organics: Fill three 40 rnL VOA vials being careful not to aerate the sample and being sure not to leave an air bubble in the sampling vials. Preserve to pH<2 with acid and keep cool. Semi-volatiles: Fill two un-preserved amber, liter containers and keep cool. Samples should be sediment free. TPH: Fill two acid-preserved, amber, liter glass containers for extractables and two acid-preserved 40 mL VOA vials for purgeables and keep cool. Metals: For dissolved metals,�the well must be purged until the water runs free of sediment. Then, filter the water through a 0.45 micron membrane with the application of vacuum. Collect sample into plastic container preserved to pH<2 with nitric acid. Other: Check with the RCRA Standard Methods for the Analysis of Water and Wastewater. Quality Assurance/Quality Control Sample Preservation: Many groundwater samples require acidic or caustic preservation. Otherwise,no chemical preservatives will be added to the groundwater or soil samples collected. Groundwater and soil samples will be stored on ice for transport to a certified laboratory for appropriate chemical analysis. Samples can be stored overnight on ice, but no longer. Sample Labeling: When storing samples, the sampling containers should be labeled in the field with the ENSOL,Inc.job number and identification, date, and sample number. Sample Storage: Sampling containers will be stored in "zip-lok" bags in the cooler to mitigate against sample cross-contamination. Sample Tracking: A Chain of Custody form will be filled out in the field and the Chain of Custody will follow the samples to the laboratory: ENSOL,Inc. will have a photocopy of the Chain-of- Custody form once it has been submitted to the Laboratory. i ® TM FL etr o-,"w A G Reagent Refill Instructions This package contains the following reagents and occurring sources of hydrocarbons that may cause a supplies: positive interference with the test. Note: Because of the broad spectrum screening nature of the test, naturally • 12 Blue-capped polypropylene soil tubes. occurring waxes and oils can cause high readings, however, false negatives or under reported levels are • 12 Polypropylene filter assemblies. very unlikely. A naturally occurring background can be • 12 Screw capped developer vials. corrected for by using a "soil" calibration ( see PetroFLAG Users Manual). • 12 Soil sampling scoops. If you suspect an organic interference, the extent of the • 11 Break-top vials containing soil extraction interference can be determined by sending a solvent (blue polypropylene tops). confumatory sample to a certified lab for analysis. Because each laboratory method for petroleum l Break-top vial containing calibration solution hydrocarbons has a different target analyze and different response characteristics, use only appropriate methods (colorless polypropylene top). for comparison. In addition, the realized performance ! Self-adhesive labels of laboratory methods for petroleum.hydrocarbons varies from one laboratory to another, therefore, verify that the lab you use is proficient with the method you request. Each reagent refill pack is checked to ensure that it Always ask for QA/QC deliverables and verify that the contains all of the above items. If any items are missing or damaged, please contact Dexsil Corporation. blanks, duplicates and spikes are within specification for the method. The reagents and supplies contained in this package are Sample Preparation specifically designed for use with the PetroFLAG Hydrocarbon Analyzer. Please read the PetroFLAG Each 10-pack of soil reagents contains reagents and users manual before using the test. Read all warnings supplies for 10 tests, one blank and one calibration and cautions before proceeding with the test. standard. Samples can be run individually or batched. For optimum performance and through-put, samples The PetroFLAG hydrocarbon analysis system was should be run in groups of 10 samples along with a blank designed as a broad spectrum screening tool suitable for and a standard. If more than 10 samples are to be run at any type of hydrocarbon contamination. Because one time or sequentially the meter need not be PetroFLAG relies on the chemical properties of the recalibrated, provided that the operating conditions and broad class of compounds collectively known as reaction times are maintained. Total time to analyze 10- hydrocarbons, it responds to all hydrocarbons regardless 15 samples is approximately 20-25 minutes. of the source or state of degradation. The response factors for some compounds are listed in Table 1 of the Calibration PetroFLAG analyzer users manual. The PettoFLAG system responds to the full range of To insure accurate quantification and repeatable results hydrocarbons, it will also detect some naturally it is recommended that the PetroFLAG meter be recalibrated at least daily. The meter is easily calibrated occurring hydrocarbon like compounds. Therefore, in using the extra extraction solvent vial as a blank and the situations where high organic content is suspected, calibration standard supplied with each ten-pack of background levels outside the spill site should be reagents. The blank and calibration standard can be determined. This will help to identify any naturally used without soil as a "reagent calibration", or with timer and proceed to next sample. After 10 minutes clean soil as a site-specific "soil calibration" spike. If from the start of the first sample, begin reading the there is no verifiably clean soil to use as a blank, do not developer vials. (Do not let developer vials stand use a soil calibration; use a reagent calibration. Once longer than 20 minutes before reading, as this may clean soil has been identified, then it can be used to result in tinder-reported values.) calibrate the PetroFLAG meter. 5) If meter is off, turn on meter by pressing To prepare a soil calibration blank and a standard, add "READ/ON" and calibrate (optional, see manual). 10 grams of clean soil to each of two labeled soil tubes. Add to the blank tube the contents of a break-top vial 6) To read, place sample vial into reader and press containing extraction solvent and add the contents of the "READ/ON". Be sure that the outside of the vial is break-top vial labeled "calibration standard" to the clean before reading. Record result on work sheet. standard soil tube. Process the samples along with the unknown soils as described below. A reagent calibration Caution is prepared in the same way omitting the soil. When opening the break-top ampules DO NOT To run the PetroFLAG test: remove the plastic sleeve from the top. This is there for your protection removing it may result 1) Prepare soil extraction tubes (plastic tubes with blue in personal injury. caps) and developer vials (small glass vials with black caps) by clearly labeling each with the The Extraction Solvent and Calibration appropriate sample 1D. Do not write in the center Standards contain methanol and are Flammable 1/3 of the developer vial as this may obscure the and Poisonous. optical path when the readings are taken. Use the self-adhesive,labels to label the screw cap. Wear rubber gloves and safety glasses while 2) Weigh 10 grams (± 0.1 gram)of all unknown soils performing tests. into labeled blue-capped polypropylene tubes. Dispose of all used reagents and soil properly. 3) Set timer for 5 minutes. Add one break-top vial of extraction solvent (blue polypropylene top) to the Manufacturer's Warranty first tube. Start 5 minute timer and shake for 15 seconds. Add extraction solvent to each of the These reagents and supplies are warranted to be free of remaining tubes,shaking each for 15 seconds(all soil defects in material and workmanship until the expiration should be fully wet). Shake tubes intermittently for date stamped on the box. Manufacturer's sole and a total of 4 minutes then let stand for remaining 1 exclusive liability under this warranty shall be limited to minute replacement of any materials that are proved to be defective. Manufacturer shall not be liable for any 4) Remove the plunger from a filter-syringe assembly incidental or consequential damages. (verify that the filter disk is firmly attached to the syringe barrel) and remove the cap from the.first Reliable test results are highly dependant upon the care labeled 6 mL vial containing with which the directions are followed and, developer. Pour free liquid __ consequently, cannot be guaranteed. from polypropylene soil tube into syringe barrel (do not "-,Fill level For further information contact: add excess soil to syringe as this may plug the filter). Dexsil Corporation Discard first few drops from One Hamden Park Drive filter to waste container, Hamden, CT 06517 thed filter extraction solvent (203)288-3509 into 6 mL vial. Add soil extract drop-wise to developer solution until meniscus just enters the neck PetroFLAG is a trademark of Dersil Corporation. (see figure), shake for 10 seconds, start 10 minute 725 Main Street, Hyannis, MA ENSOL,0 Inc, December 2001 Appendix B: Sampling Logs and Field Screening Data `AfSOL—EnvirownentafSolutions for Business f lest Pit Soil Sa rproject Name: -� mPAug Log oj ect Address: t `0 J H an n S C7u - S O�Personnel: 7�.S �`^ 5'r• Te s r- F COMA Date: TENTS: Contractor: �A�IpLE `.� o• f u/c pi lR S s E S p VERY ALE ID&DESCRIPTION C (Unified Soil Classification System) FIELD SCREENING STRATA CHA (PPmV) AND CERAL E DESCRjpf oN ©usT tk5 i. 1n'!vtdy. yyam�• v I 7 � Lam` 9 g - VST luu,io,.•, 4 +J,, Z itq3 fW..G. �5'ts b✓r;Cc( (.� ScC�.�r�e^;�d2 OLU r �n"t. G� /�f 1 Vf t.0 TS •�. C4. A •" 1" i S+,A.13 des l Id 2 v t f. 3r II _ tl ! 1 � 12^rer ern flsnd�If• �1 9 11—e. y v� ��•rN Vj'�y. �1 _ 11 na-0w E SIZE Location SketcCOBBLES 0To 10`7° COARSE GRAVEL >75mm 0 TO 20% FINE GRAVEL 19-75 mm )TO 35`go COARSE SAND 5 19 mm MEDIUM SAND 2 S mm FINE SAND 0.5-2 mm FINES 0.1-0.5 mm <0.1 mm ENSOL, Inc. 100 Treble ..........0 Road Billerica,MA 01862 Test Pit Soil Sampling Log zt5�- -r Project Name: i��j O K�/an n CIA!, -.$gig#: Project Address: 7-1S )A a,'f\ 5.f Date: ENSOL Personnel: 'D. W,- BzEtp Contractor: WYZT ",-(;tNvc h'r' COMMENTS: -tuvu �sr is r�, c sl�I.�.lr r�(�I�s arcs o� 6(Ay SAMPLE SAMPLE[D&DESCRIPTION FIELD STRATA.CHANGE INTERVAL SCREENING AND GENERAL (Unified Soil Classification System) (ppmv) DESCRIPTION & RECOVERY ' wZ � — — _ I5)LD , Lti:L — �' 1 _ Y—S — Y¢l(wv ;c.nc�. �;[I. 'L.Lbr f; _ WG s ue^ oYociuf — Location Sketch PROPORTIONS USED PARTICLE M TRACE O TO 10% COBBLES >75 mm LITTLE 10 TO 20% COARSE GRAVEL 19-75 mm SOME 20 TO 35% FINE GRAVEL 5-19 mm COARSE SAND 2-5 mm MEDIUM SAND 0.5-2 mm FINE SAND 0.1-0.5 mm FINES <0A mm ENSOL, Inc. 100 Treble Cove Road, Billerica, MA 01862 Test Pit Soil Sampling Log ` - T+S Project Name: $rg�#: ?ems Project Address: ?1.5- JU\ Date: ENSOL Personnel: 'L. W Bzutrg Contractor: W:^n T "fd/ COMMENTS: w, wV1C t `2 (�v+3 MAsil-L ae.Y✓icx SAMPLE FIELD STRATA.CHANGE INTERVAL SAMPLE[D&DESCRIPTION SCREENING AND GENERAL & RECOVERY (Unified Soil Classification System) (PPMV) DESCRIPTION LA-11 — — �� l i .5�.v�o\h cov�c�-t.�. r,�l�k►l c. I v Location Sketch tL 4 PROPORTIONS USED PARTICLE SIZE n 1 TRACE 0TO10% COBBLES >75mm LITTLE 10 TO 20% COARSE GRAVEL 19-75 mm SOME 20 TO 35% FINE GRAVEL 5-19 mm COARSE SAND 2-5 mm VVVtt{ MEDIUM SAND 0.5-2 mm FINE SAND 0.1-0.5mm l (o�� clrpjAS 'R+ Fehr FINES <0.I mm ENSOL, Inc. 100 Treble Cove Road, Billerica, MA 01862 - I Vibratory Drill Soil Sampling Log Project Name: 1 13 c) Boring N: ev— Well #: r,W — ' Project Address: -'7)S Nk sj jj�, i 7" Date: (1-24 —0 ENSOL Personnel: �. f bitf Boring Contractor: fgqv t)4-- SAMPLER COMMENTS: Macro-core s ❑ Large-core aQ"fv.7:.acl;enfi SAMPLE SAMPLE ID&DESCRIPTION FIELD STRATA.CHANGE INTERVAL SCREENING AND GENERAL & RECOVERY (Unified Soil Classification Systcm) (PPmv) DESCRIPTION Zt t .}�� So.✓�a t rabhl�S F,II,` 21 S-3 8` Sc,^J 0 0J.; t S A—r-'p -�Zt meµ- o-Ay writ F•t•. C' i3 15" Location Sketch PROPORTIONS USED PARTICLE SIZE TRACE TO 10 COBBLES >75 mm ` Ll-tTt.E 10T020%96 COARSEGRAVEL 19-75mm 1 SOME 20 TO 35% FINE GRAVEL 5-19 mm COARSE SAND 2-5 mm MEDIUM SAND 0.5-2 mm i t FINE SAND 0.1-0.5mm - -- -_--� FINES <.0.1 mm ENSOL,Inc. 100 Treble Cove Road, Billerica,MA 01862 Vibratory Drill Soil Sampling Log Project Namc: 113 3 V Rik v. L.Wring H: (3— 2- Wcll It: 7W- Z l'rojcc(Address: --7)-.5- �kW,-R �7' Datc: 0.'2-1 -0t ENSOL l'crsonncl: C �Atr Boring Contractor. tv S0 S✓rid r SAMPLER COMMENTS: Macro tort g ,y "rgc-tort SAMPLE SAMPLE ID&DE$CRII'TfON FIELD STRATA.CHANGE igrl.RVAL SCREENING AND GENERAL (Unificd Soil Classification Sys(cm) (ppmv) DESCRlPTiON & RECOVERY tvc„My Snv�� S-+ 0 r� Y L V���t✓t,Ma' tt-L- s_z �.— c . 5tt_A I 2 �2 G`r �tVl�L ( Wvt;ck Yt-.6 6 9105 `k -,, 5 _3 O 'C L' ' e > s A-N'D , Location Sketch PROPORTIONS USED PARTICLE SI7-F TRACE 0 TO 10% COBBLES >75 mm LrrTLE 10 TO 20% COARSE GRAVEL. 19-75 mm SOME 20TO3596 FINE GRAVEL 5-19mm I COARSE SAND 2.5 mm t t MEDIUM SAND 0.5-2 mm t FINE SAND 0.1-0.5 mm FINES <0.1 mm ENSOL,Inc. 100 Treble Cove Road, Billerica,MA 01862 Vibratory Drill Soil Sampling Log I'rojc.ct Name: tJ V4448i,w'A°, Boring ✓r: ,) %VCI1 rr: 3 Project Address: ��� Nkb'1R �*t' Date: ENSOL Personnel: �� Mtt- Boring Contractor: —/�sv �, v� s✓v�r� SAMPLf:IZ COMMENTS: Macro core / c ❑ large-core aca �1 �,�.� t�; M1 TL✓Inner us l 5 SAMPLE SAMPLE ID&OGSC[ZIF'T(ON nELD STRATA.CHANGE (NTERVAt. SCREENING AND GENERAL (Unified Soil Classification System) (ppmv) DESCRIPTION �C RECOVERY 0 r- tL� Wilt rA-1 4- — F,, . >uNcI Z I I 0 p GvhJ 1 Cf Y Y i t l .S A-r\ Location Sketch PROPORTIONS USED PARTICLE SIZE TRACE 0T 1096 COBBLES >75 mm LR'ILE 10 TO0 2096 COARSE GRAVEL 19.75 mm SOME 20TO35% FINEGRAVEL 5-19mm ° COARSE SAND 2.5 mm t MEDIUM SAND 0.5-2 mm l FINE SAND 0.1-0.5 mm — �--/ FINES <0.1 mm ENSOL,Inc. 100 Treble Cove Road, Billerica,MA 01862 Vibratory Drill Soil Sampling Log Project Namc: lO \A e to r\t' (Zarin gII: G" 4 Wcl I q:'T- Projcct Address: � ,� �kdm �7' Date: i ."Z( —Ot ENSOL Personnel: •�p, elktf- Boring Contractor: fffV Sv v S✓rd r SA P(_I-L COMMENTS: Macro-core tMic�6llZ �f �V•tmf� y�fSJ�V�2 �S�S Cl t.argc-core zv wl 13-.3rl rtd y;1 O F �+l c� SAMPLE SAMPLE[U&DESCRII'T[ON FIELD STRATA.CHANGE IMIT RV AI SCREENING AND GENERAL & RL'CUV(sRY (Unified Soil Classification System) (ppmv) DESCRIPTION 2 81 S- Z 1 - 1 0 771 �h �! i,rn-vc( f C. 12, `� � t`gkt n:�) ru� 2JM or�v•l. �2 1 _ Location Sketch PROPORTIONS USED PARTICLE SIZE TRACE TO1096 COBBLES >75mm L[TILE 10 TO 2096 COARSE GRAVEL 19-75 mm 11 , SOME 20TO3596 FINEGRAVEL 5.19 mm t COARSE SAND 2.5 mm c MEDIUM SAND 0.5-2 mm c c FINE SAND 0.1-0.5 mm FINES <0.1 mm ENSOL,Inc. 100 Treble Cove Road, Billerica,MA 01862 ry �9.r 4 ' Ji Rfc -� M4R March '�'?1; � °a v ? 1996 Ir, To: Barnstable Board of Health Hyannis Fire Department State Dept. of Fire Prevention Cape Cod Times Subj: Former Gulf Gasoline Station, Main Street, Hyannis, glass., near the West End Rotary The above gasoline station has been closed since September/October, 1994. As a concerned neighbor of this location, which has had a pollution problem in the past, I wish to bring to your attention the enclosed fire safety code regarding abandoned (unused) underground fuel storage tanks. It states that such tanks must be removed after non-else for siv months. It has been approXimately 18 months since the station was last operating, and the tanks are still in the ground. With the pollution problems we here on the ►:ape are having, how could you allow this?? As I recall, these gasoline tanks are quite old. How do we know that they are not leaking right nose,*?? Or, maybe Gulf Gil will open for the summer as they did in the past (except for the summer of 1995). Will they be allowed to use these old tanks? ' it is very interesting that an oil company can "abandon" their gasoline tanks here on Cape Cod and not have to concern themselves about compliance with state and local laws. Since I live close to this place, I do not want to sign by name. But, I felt that 1 should bring this concern to your attention. Thank you for your time. J. a • I 527 CMR: BOARD OF FIRE PRFVENTION'REGU CATIONS k MASSACHUSETTS COMPREHEN9.VE FIRE SAFETY CODE 527 CMR 9.00: f•TANKS"AND CONTAINERS) Section 9.01: Purpose and Scope { 19:02:�::Defuufions 9.03: Application and Plans for Aboveground Tanks Greater Than 10,000 Gallons Capacity 9.04: Dikes and Fire Protection for Aboveground Tanks 9.05: Design and Construction of Aboveground Tanks 9.06: Aboveground Piping 9.07: Location of Aboveground Tanks 9.08: Design and Construction of New or Replacement Underground Tanks 9.09: Underground Piping 9.10: Underground Tank Installation 9.11: Leak Detection Equipment, Testing and/or Inventory Requirements for Underground Tanks . 9.12: inventory Methods for Underground Tanks 9.13: Testing for Tightness of Underground Storage Facilities 9,14: Material and Construction for All Tanks arr' Containers 9.1.5: Fill and Vent Pipes for All Tanks and Containers 9.16: Piping for All Tanks 9.17: Pumping System 9.18: Pressure Vessels 9.19: Transportation by Pipeline 9.20: Response to Leaks 9.21: Tank Repair and Relining �9:22::_._Tanks-Abandoned'or Temporarily Out-of 9.23: Tank Removal g 9.24: Upgrading of Existing Underground Storag6�Tank Systems 9.25: General Provisions for Enforcement and Appeals 9.26: Permits 9.01: Purpose and Scope (1) 527 CMR 9.00 shall apply to the siesign, construction, installation, testing, and maintenance of tanks and containers. The intent is to protect the public safety and welfare from the dangers of fire and/or explosion due to tank or container leakage of flammable liquids. (2) Aboveground tanks of more than,10,000 gallons capacity for the storage of any fluid other than water shall be retreated by 527 CMR 9.00 and by 520 CMR 12.00 (Requirements for the Installat Lin of Tanks Containing Fluids Other Than Water in Excess of 10,000 Gallons) or the purpose of protecting the public safety and welfare from the dangers of tank failure, rupture, or leakage. The more stringent of the aforementioned regulations shall apply. 9,02: Definitions_ (1) For the purposes of 527 CMR 6-.00, the following terms shall have the meanings assigned to them: �Abandoned)out of service for a continuous period in excess of six months in the �case o a storage facility for which i license from the local licensing authority is required under the provisions of 1f.G.L. c. 148, s. 13, and for a period In excess of twenty-four months in the t.,.ie of any other storage facility. Approved, approved by the State Fire+Marshal. Board, the Board of Fire Prevention Ragulations. Cathodic protection, a system while, inhibits the corrosion of a tank or its components either through the sacrificial anode or the impressed current method of creating a corrosion-inhib,ting electrical current. (Reference: API (American Petroleum institute) PubL'e:ition 1632 -First Edition 1983) Commissioner, the Commissioner of P•,rblic Safety. 12/23/88 (Effective 11/11/80 -corrected 527 JOJ CMR-77 �S ARTIiFNT 01' PMIC SAnT 0,Atz FSRF mi"'ED.'S Copy - 10. 4 s� r< 527 CMR: BOARD OF FIRE PREVENTION REGULATIONS MASSACHUSE77S COMPREHENSIVE FIRE SAFETY CODE 9.20: continued i (3) The head of the fire department shall verify that the requirements of 527 CMR 9.20(1) are complied with. (4) Upon the arrival of the represemtative of OIR-DEQE, the head of the fire department shall advise him of the :;.)nditions at the site and the results of the investigations required by 527 CMR: P_20(1). (5) The owner and the operator;ihall cooperate with the representative of OIR-DEQE in all efforts to locate the source of the leak, to contain it, etc. (6) The head of the fire department shall have the responsibility of the containment procedures as long ts`; in his opinion, a fire or explosion hazard exists. During this period, the elim'. ;ration of the fire/explosion hazard will have priority over all other concerns, while recognizing that the protection of the environment should be considered At all times. Once such hazards cease, the representative of OIR-DEQE shallsume all responsibility. 9.21: Tank Repair and Relining (1) No underground tank which has leaked shall be relined. (2) The head of the fire departmi=nt shall determine whether any other tank shall be removed and replaced or wh:ther it may be repaired, and he shall notify the owner of his decision. In making his decision, the head of the fire department shall consider all the following conditions on the repair, by relining, of any steel tank: (a) It must have a minimum shell thickness of 0.18 inch(7 gauge). (b) It must have no open seam or split. (c) It must have less than 10 holaa after reaming, with none larger than 1/2 inch in diameter and no more than 2 holes within a 1-foot radius. s (d) It must meet all standards of the lining manufacturer for structural soundness. (3) If the head of the fire department permits the relining of any tank, he shall require that the tank and its piping; Se tested at the owner's expense and in accordance with the provisions of is`.? CMR 9.13 (8) and (9) at 2-year intervals for 10 years and annually thereafter', (4) Any repair of a tank or replacement or repair of its components shall be by an approved tank relining company, performed by qualified technicians, following the manufacturer's directions, and in the case of relining of a steel tank, following the recommendtions of American Petroleum Institute Publication No. 1631 First Edition 1033 or any subsequent addition as they may appear. (5) if the head of the fire depertment determines that a tank and its components shall be removed, the o:vner shall first obtain a permit from him pursuant to M.G.L. c. 148, s. 38A. Any removal shall be completed within 90 days after the head of the fire department has notified the owner of his decision. 9_2_2_'Tanks Abandoned or Temporarily Out of csivice,l (1) If the owner decides to abandc n a tank which is either located tinder a building and cannot be removed from the ground without first removing the building or which is so located that it cannot be removed from the ground without endangering the structural integrity of another tank, the owner shall notify the head of the fire department of this condition. After verification that such condition so exists, the owner.ahall have all product removed from the tank, by hand pump if necessary, under the direction of the head of the fire department; and shall have the tank filled with a concrete slurry mix or any other inert material approved by,the Marshal for this purpose. I (2) Except as provided in 527 CMR f..21(1), no tank may be abandoned in place. ) Any owner of.a tank who has dec, d to abandon it and any owner of a tank i 12/29/88 (Effective 11/31/88) - corrected 527 CMR- 92 a: y v �A 4, 527 CMR: BOARD OF FIRE PP.,;VENTION REGULATIONS MASSACHUSETTS COMPREHE""SIVE FIRE SAFETY CODE 9.22: continued which has been out of service for a period of time constituting abandonment as defined in 527 CMR 9,02, shall immediately obtain a permit from the head of the fire department pursuant to M.G.L. c. 148, s. 38A, and, subject to the directions of the head of the fire department, shall have any product removed from the tank, all openings properly secured, and the tank removed from the ground. The product and tank shall be disposed of in accordance with 310 CMR 30.00 "Hazardous Waste Regulations," at the owner's expense, as directed by the head of the fire department. (3) The owner of every tank licensee;'under M.C.L. C. 148, which the owner has decided to take out of service for-,'a period of less than six months, shall ptomptly notify the head of the fire.department of the decision, shall have all product removed from the tank and disposed of in accordance with 310 CMR 30.00 "Hazardous Waste Regulations," as directed by the head of the fire department, and shall have all openings-properly secured and the tank rendered inert. Before any such tank may be rastored to service, the owner of the tank shall notify the head of the fire department, who may require that the owner have the tank and its piping tested, st.the owner's expense, in accordance with the provisions of 527 CMR 9.13(8), (9?, and (10). 9.23: Tank Removal (1) Any person granted a permit. .::y the Marshal or the head of the fire department to remove a tank under q`e provisions of M.G.L. c. 148, or 527 CMR 9.00, shall within 72 hours provide ti;e permit-granting authority with a receipt for delivery of said tank to the site designated on the permit. (2) Before any person is granted a;!�e.rrnit by the Marshal or the head of the fire deaprtment to remove a tank under: :he provisions of M.G.L. c. 148, or 527 CMR 9.00, and said tank is not being transported to an approved tank yard, the person requesting the permit shall provide 'he permit-granting authority with written approval for the designated site of disposition. (Reference: 502 CMR 3.00 for tank removal and disposal procedure) 9.24: Uuttradinit of Existing Underground Storage Tank Systems (1) A spill containment manhole with a minimum capacity of three (3) gallons capable of returning product to the. tank shall be installed before May 30, 1990. Fuel oil tanks of 1,100 gallons cr less capacity utilized exclusively for consumptive use on the premises ..hall be exempt from this requirement, provided the tank was installed before January 1, 1989. (2) An overfill prevention device shall be installed on all existing under-ground storage tariks.before May 30, 1993. The device shall be designed so as not to preclude the. ability to perform a ti,;:rtness test on the tank and piping. The following options are acceptable: (a) A sensor for measuring the level of product in the tank, which is equipped with an audible or visual alarm that is triggered when the tank is full. (b) A device designed ,to cause !low into the tank to stop automatically when the tank is full. (3) When an overfill prevention devf:,j operates, the device shall be designed to stop product in sufficient time to allow the volume of product contained in the delivery hose to be discharged into the; tank. 9.25: .Ceneral Provisions for Enforcement and 'ppeala (1) Any owner or operator who violates any provision of 627 CMR 9.00 shall be subject to the penalties provided undf,r M.G.L. c. 148, a. 16, as amended. Each day during which such violation co-nines shall constitute a separate offense. Upon request of the head of the fire department, the licensing authority and the town city counsel shall take any legaPI action necessary to enforce the provisions of 527 CMR 9.00. r= 12/23/88 (Effective 11/11/88) - corrected {'" 527 CMR-93 1 {ytf /fy v (-T1 J 'J y 1� C } 0 TANKS] 11 FUEL STORAGE TANK RECORDS ] HELP [ ] FOR PARCEL NBR: 3081 1431 ] ] MAIN ACTION C] Action Tank Nbr Tag Nbr Installed Location ----Notification Dates----- [ ] [ 11 [ 8581 [0101811 [B ] Test ] Rem ] ---- Test --- --Abandoned-- -- Removed -- -- Variance - [3] [0305961 [ ] [ ] [ ] [ ] [ ] [ ] Fuel Reason Capacity Constr Status Leak-Det Cath-Det [G ] [B ] [ 10000] [FD] [N ] [Y] [ ] Additional Details [TEST #1 5/19/94 TEST #2 0309951 -------------------------------------------------------------------------------- Action Tank Nbr Tag Nbr Installed Location ----Notification Dates----- [ ] [ 21 [ 8591 [0101811 [B ] Test ] Rem ] ---- Test --- --Abandoned-- -- Removed -- -- Variance - [3] [0305961 [ ] [ ] [ ] [ ] [ ] [ ] Fuel Reason Capacity Constr Status Leak-Det Cath-Det [G ] [B ] [ 100001 [FD] [N ] [Y] [ ] Additional Details [TEST #1 5/1994 TEST #2 030995 ] -------------------------------------------------------------------------------- Cancel [ ] Press XMT for more data NEXT SCREEN [TANKS] ACTION [C] PARCEL NBR [3 0 8] [14 3] [ ] ] TANK NBR [ 31 GUI, v v� . TANKS] 21 FUEL STORAGE TANK RECORDS ] HELP [ ] FOR PARCEL NBR: 3081 1431 ] ] MAIN ACTION C] Action Tank Nbr Tag Nbr Installed Location ----Notification Dates----- [ ] [ 31 [ 8601 [0101811 [B ] Test ] Rem ] ---- Test --- --Abandoned-- -- Removed -- -- Variance - [3] [0305961 [ ] [ ] [ ] [ ] [ ] [ ] Fuel Reason Capacity Constr Status Leak-Det Cath-Det [G ] [B ] [ 100001 [FD] [N ] [Y] [ ] Additional Details [TEST #1 5/19/94 TEST #2 0309951 -------------------------------------------------------------------------------- Action Tank Nbr Tag Nbr Installed Location ----Notification Dates----- [ ] [ 41 [ 8611 [0101811 [B ] Test ] Rem ] ---- Test --- --Abandoned-- -- Removed -- -- Variance - [3] [0305961 [ ] [ ] [ ] [ ] [ ] [ ] Fuel Reason Capacity Constr Status Leak-Det Cath-Det [D ] [B ] [ 100001 [FD] [N ] [Y] [ ] Additional Details [TEST # 1 5/19/94 TEST#2 03,09951 Cancel [ ] Press XMT for more data NEXT SCREEN [TANKS] ACTION [C] PARCEL NBR [3 0 8] [14 3] [ ] ] TANK NBR [ 51 [ ] TANKS] 31 FUEL STORAGE TANK RECORDS ] HELP [ ] FOR PARCEL NBR: 3081 1431 ] ] MAIN ACTION C] Action Tank Nbr Tag Nbr Installed Location ----Notification Dates----- [ ] [ 51 [ 8621 [0101811 [B ] Test ] Rem ] ---- Test --- --Abandoned-- -- Removed -- -- Variance - [ l [ l [ l [ l [ l [0413931 [ ] [ ] Fuel Reason Capacity Constr Status Leak-Det Cath-Det [D ] [B ] [ 7001 [FD] [N ] [Y] [ ] Additional Details [REMOVED 4/93 PER HYANNIS FIRE ] -------------------------------------------------------------------------------- Action Tank Nbr Tag Nbr Installed Location ----Notification Dates----- [ ] [ 6] [ ] [0101811 [B ] Test ] Rem ] ---- Test --- --Abandoned-- -- Removed -- -- Variance - [1] [0309951 [ ] [ ] [ ] [ ] [ ] [ ] Fuel Reason Capacity Constr Status Leak-Det Cath-Det [ l [B l [ 7701 [ ] [ ] [ ] [ ] Additional Details [ ] -------------------------------------------------------------------------------- Cancel [ ] END OF DATA NEXT SCREEN [HMENUU] ACTION [ ] PARCEL NBR [ ] [ ] [ ] ] TANK NBR [ ] [ l CUMBERLAND FARMS, INC. 777 DEDHAM STREET,CANTON,MASSACHUSETTS 02021-9115 PHONE:617-828-4900 TELEX:710-348-0130(CUMBFARMS-CTON) i November 30, 1992 Hyannis Fire Department 95 High School Road Extension Hyannis, Mass. 02601 Attn: Chief Chisolm RE: Underground Storage Tank Testing Results Cumberland Farms #2073 Cumberland Farms #2187 375 Barnstable Road 1171 lyanough Road Hyannis, Mass. Hyannis, Mass. Cumberland-.-Farms #2184 f--�725 Main Street _- Hyannis, Mass.. ..--` Dear Chief Chisolm, Please find enclosed for your handling copies of the latest tank testing results for the above referenced Cumberland Farms locations. With regards to the 700 gallon -underground storage tank at Cumberland_Farms #2184, located on 725 Main Street, I have enclosed"an amended notification form indicating that this tank is not in service. I hope this will address your concerns in this matter. If you require anything further, please do not hesitate to contact me at the letterhead address above, or call (617) 828-4900, ext. 03324. Sincerely, CUMBERLAND FARMS,INC ile C. Tayeh, P.E. Director of Environmental Affairs cc: Charlotte Stiefel-Barnstable County Health and Environmental Department Nancy E.Harper-Commonwealth of Massachusetts, Assistant Attorney General U\ v �Oa�;n�n.o�ncUear!C�o�C_���acficcaeC� - 1/e�ia�iu�rr,�zG"o�C�erixe CJe��ccPi1 Nbat R Gation for Removal or Closure of In Place Storage Tanks Regulated Under 527 CMR 9.00 Forward co-npleted form,signed by local fire department, to: Mass. UST Compliance Unit, _ s _ _ • Dept. of Fire Services, One Ashburton Place-Room 1310,Boston,MA.,p2108-1618 Telephone (617) 727-8500 � �, Date Received: /.2-ZV -9 7 Fire Dept. ID# o.- 9�z_ (Fire Department retains one copy of FP-290R) t`'��,,� Fire Dept..Sig.—( 74 sue` This form is to be used for notification for removal of Underground Storagejkin s/` - • Piping. If a storage facility has UST's which are to remain in use, an entire amended FP,,290 -. A. Facility Number y (long form) must be filed. I-ilo Ile, BffDa,te'Entered Note: "Facility street address"must include both a street number and a street name. ` C. Clerk's'I' itials Post office box numbers are not acceptable, and will cause a registration to be D. Comments returned. If geographic location of facility is not provided, please indicate distance and direction from closest intersection, e.g., (facility at 199 North Street is located) 400 yards southeast of Commons Road (intersection). i I. OWNERSHIP OF TANK(S) II. LOCATION OF TANK(S) Owner Name(Corporation,Individual,Public Agency,or Other Entity) If known,give the geographic location of tanks by degrees,minutes,and C1 � _ seconds. Example:Lat.42,36, 12 N Long.85,24, 17W 1h ��� a , �� 5 Ol ( Latitude Longitude Sheet Address Distance and direction fr m closest mtersection(see note above) l G 0-a nFaiyNae or Company So identifier,m as applicable C-_ State Zip ooe Street Address(P.o'Box not acceptable-see note above "- :C�V,�s a a Ga('Ib'� to my C 1. State Zip Code Phone Number(Include Area Code) Owner's Employer Federal ID a County Ili. TANKS/PIPING REMOVED OR FILLED IN PLACE Tank Number Tank No.L Tank No. Tank No.,� Tank No.-E Tank No. 1.Tank/Piping removed or filled in place (mark all that apply) A. Substance last stored �, _� �fiif15 vicSL B.Tank capacity gallons C. Estimated date last used (mo./day/yr.) I i/ L D. Estimated date of removal (mo./day/yr.) i � --------------- - = is is i 1, r:�!�r , ,,i1i ) E. Tank was removed from ground �i� F. Tank was not removed from ground Tank was filled with inert material Describe material used: G.Piping was removed from ground H. Piping was not removed from ground I. Other, please specify FP-29OR(revised 11/96) OVER Tank Number(cone.) Tank No. % Tank No. Tank No.13 Tank No._ Tank No.__ 2. Tank closed in accordance with 527 CMR 9.00 Yes ❑ No Yes O No , ;,Yes O No 'Yes p No O Yes I No A. Evidence of leak detected 7, Yes No Yes No Yes i ks,No Yes�No ❑ Yes No B. Mass. DEP notified ❑ Yes'�No O Yes /i—a No n Yes X.,No O Yes No Yes ` No 1. Mass. DEP tracking number %/r *= /�� ti' � /tip k 2. Agency or company performing ) contamination assessment cal 527 CMR 9.07(J),see"Commonwealth of Massachusetts, Underground Storage Tank Closure Assessment Manual"April 9, 1996 DEP Policy#WSC-402-96 Id declare under penalty of perjury that I have personally examined and am familiar with the information submitted in this and all attached documents, and that based on my inquiry of those individuals immediately responsible for obtaining the informa- tion, I believe that the submitted information is true, accurate, and complete. Name and official title of owner or owner's Signature: authorized representative (Print) Date: C- t Jul irt� i ! ��• L'r': /� P-290R(revised 11/96) I Make application to local Fire Department. Fire Department retains original application and issues duplicate as Permit. '=7 � CJ�r��ced — 93oaq�o��ciixe Px��� APPLICATION and PERMIT I Fee: for storage tank removal and transportation to approved tank disposal yard in accordance with the provisions of M.G.L. Chapter 148, Section 38A, 527 CMR 9.00, application is hereby made by: • 1 Tank Owner Name(please print) o ,L/f m tL r�b/ )" "X X /�' _�/ r / G /L / ignarure i apllying ror permiq Address /�/! Lv S %Ur>t'rC�C. O L)5 Street city Stare Zip HOISTING LI' EN�$E # Company Name ,r�L-')! 6,� 61Vrf_<-, '�S�.5 PP Co. or Individual , C P/tint Print Address I&"? /'1C�iV1G�i'�fY Sl� C '''iC�C!�/f��� Address Print Print Sign ure(if applying for permit) Signature (if applying for permit) ❑ IFCI Certified Other ❑ IFCI Certified ❑ LSP # Other Tank Location �p, _ Steer Address City Tank Capacity(gallons) �- ►f-)�fL' ��� /`�S Substance Last Scored_ %r'i au-(I\t(_ Tank Dimensions(diameter x length) X J-1 Remarks: Firm transporting waste �:��� ����� l L i--39VC State Lic. # ► r l A=� r Hazardous waste manifest# E.P.A. # � Approved tank disposal yard 75 A0 r 1 L/ Tank yard# Type of inert as 1� Tank and address .y-�- YP 9 ! f�� L� Y City or Town L Lf//.S FDID# &-Vi2, s� Permit# Date of issue ��'�/ �/� Dateaf expiration 2 C Dig safe approval number: 1 -7' g y-�� !.� Di ArptFpee Tel. Number-800-322-4844 8 Rom _ T,rl , Signature/Title of Officer granting perm8aj�� E c r CWA `� t 'a n After removal(s) send Form FP-29OR signed by Local Fire Dept. to UST R ulatory Complia/ia ydr t-84*hburton Place, Room 1310, Boston, MA 02108-1618. 601 FP-292(revised 9P96) Fire Department retains original application and issues duplicate as Permit. C-'?e/xv ed — ✓vaaw a�C��riXe � APPLICATION and PERMIT Fee: `'&� for storage tank removal and transportation to approved tank disposal yard in accordance with the provisions of M.G.L. Chapter 148, Section 38A, 527 CMR 9.00, application is hereby made by: • Tank Owner Name(please print) ��r+�I)L (L' 11�/ ,t�� .. � X /� �J gnarure(i apttying for permit) Address �� 5�7�G✓ � �G�yE! �� L'� ��J Street city State Zip • HOISTING JEN�E ;1 Company Name L C� �/VT%�'�/;'/S� Co. or Individual 7 Print Print � Address Address Print Print Sign ure (if applying for permit) Signature (if applying for permit) ❑ IFCI Certified Other J IFCI Certified ❑ LSP# Other Tank Location t! / leer Aooress City_ Tank Capacity(gallons) (�%��L�' 7LC /G'�_j P tY(9 ) � .Substance-Last_Stored--_ ��L./-.• —�- Tank Dimensions (diameter x length) Remarks: Firm transporting waste �`' ��� `=' 1 L �/VC- State Lic. # ► I Q Hazardous waste manifest# E.P.A. # tl Approved tank disposal yard ? j �}/;lv r CL / Tank yard # � J r Type of inert gas IX l[�(% Tank yard address � L, City or Town �I,d�r//.S FDID# Permit# Date of.issue /�J /� D of expiration a Dig safe approval number: L/6()7_5 cDi _ �REIjMve ,,,,TgI. Number-800-322-4844 Signature/Title of Officer granting erm / 5 t ���p >env L�RE ►s g 9 9 P �/ as ART.. '. > tn, 'V 1 Rn C't".'W1 After removal(s) send Form FP-20OR signed by Local Fire Dept. to UST R ulatory Cc mpliaheeAlQgfi76 ne Ashburton Place, Room 1310. Boston, MA 02108-1618. F---2-22(rewsea 9:'96) IFire Department retains original application and issues duplicate as Permit. I ✓vacr��a���iixe ;l"xPrue�u� APPLICATION and PERMIT Se:e:AZ for storage tank removal and transportation to approved tank disposal yard in accordance with the provisions of M.G.L. Chapter 148, Section 38A, 527 CMR 9.00, application is hereby made by: Tank Owner Name(please print) hrmr r"Y_Yn b�/r11P1X Ja- X /�/ j! _ gnature(i aptlyng for permit) Address �/% /�L 1'�G ✓�/ ,Aj(!4& Ay- Street city State Zip • HOISTING L EN$E # � v63j Company NameD44L- /Sr'S Co. or Individual Print Print Address /'tllNlf'tl" -Y S� 441G'iL�L'��/1 Address Pnnr Print Sign : ure (if applying for permit) Signature(if applying for permit) ❑ IFCI Certified Other IFCI Certified ❑ LSP # Other Tank Location=—La�Z(���� 1 v �{'�f6et Atldre55 city Tank Capacity(gallons) �L/ LC)�� e'r7li���1t� —Substance-Last-Stored" � �/s✓ Tank Dimensions(diameter x length) Remarks: Firm transporting waste /VC- State Lic. 9 1 r A r Hazardous waste manifest# E.P.A. # Al Af_]C Approved tank disposal yardP�r /'��nr C 1 Tank yard # JCJ Type of inert gas ,AX Y I C(' Tank yard address City or Town L ,S FDID# Per �7 mit# Date of issue /%f/�� Date of expiration o� Dig PP safe approval number: l y r7C' j HY'11V'V As jRkg,.Safe Toll Free Tel. Number-800-322-4844 j Signature/Title of Officer granting perm , J i'A'; X H'• • v T �A77 After removal(s) send Form FP-290R signed by Local Fire Dept. to UST R ura'��irf�J��o�rnpCliance�l��nit, One Ashburton Place, Room 1310. Boston, MA 02108-1618. jv 1-966l _, _� :reviseo 5:�5' Fire Department retains original application and issues duplicate as Permit. APPLICATION and PERMITI Fee: ' 3 for storage tank removal and transportation to approved tank disposal yard in accordance with the provisions of M.G.L. Chapter 148, Section 38A, 527 CMR 9.00, application is hereby made by: OEM • Tank Owner Name lease print) n, p �'l �rJn� . t n gnamre i aj, ing for permit) Address�� 41'1 qs 41JG Street City State Zip • HOISTING L EN$E # 3 Uc�l lj Company Name C E1,71 Co. or Individual Print Print Address k /)"/1 Address Pnnt Print Sign ure(if applying for permit) Signature (if applying for permit) ❑ IFCI Certified Other IFCI Certified ❑ LSP # Other 7Tank Location � � �//1/_ 'iT_r,t / SteetAddress City-, ___— �- kCapacity(gallons) ��/�L, )T-C' 't�:���i5 Substance Last Stored.-- �x f Tank Dimensions (diameter x Ieng ))th -I j ;3 Remarks: 7FFirmtransporling waste L \ � >��n ; 1._ •-:/VC- State Lic. # 1 owaste manifest# L�----•� E.P.A. # Approved tank disposal yard � j C( Tank yard tt 1 I_ Type of inert gas , y 11% Tank yard address ) L)�'�'�h'(1 Ai��f �/r City or Town .�/itf-/—,�:5 FDIDY Permit# Date of issue Date of expiration aZZ �7 C� _ r- Dig safe approval number: rl y-�� �,j `ONY�� �' Safe Toll Free Tel. Number- 800-322-4844 r HYAA'nf� Signature/Title of Officer granting perm iF� o. 7f'NM1rpi� _ t h° r After removal(s) send Form FP-290R signed by Local Fire Dept. to UST R wator�� V�pl,i�®cCt(J�nit, One Ashburton Place, Room 1310, Boston, MA 02108 618. UU 1 ==•=92 Irevisea 9:C-6Y Fire Department retains original application and issues duplicate as Permit. 02 • �� i efiaa��n a�C�o��eC2519eimrce4 — ✓c�aa� t��rixe � APPLICATION and PERMIT Fee: for storage tank removal and transportation to approved tank disposal yard in accordance with the provisions of M.G.L. Chapter 148, Section 38A, 527 CMR 9.00, application is hereby made by: � B Tank Owner Name leaseprint) //� r ✓ rgnature(i aptlying for permrt) Address �/ /-/� �f✓S (�G 'GiUE!�/�� A-25- street Gty State zip • HOISTING L EN$E al Company NameU4t--' /Sri Co. or Individual 7 /}� L Prnt Pnnt Address t'v1 !'10m,"f -Y Jl� '''iCcC' /�,'I/1 Address Pnnt Print Sign , ure (if applying for permit) Signature (if applying for permit) ❑ IFCI Certified Other IFCI Certified ❑ LSP# Other Tank Location :7hL.4s� •m,//V steer A dress City Tank Capacity (gallons) Substance•Last-Stored ? 11r � Tank Dimensions (diamete(x length) 7f x X y Remarks: r Firm transporting waste `�{J)f , n �' I f: i ANC State Lic. # 1 r t /�- Hazardous waste manifest# E.P.A. # Ll Approved tank disposal yardP-�F`? C,lI%ly/•l r l ( I Tank yard # C J CJ Type of inert gas , i ( _ Tank yard address 1 City or Town '� FDID# /%�� Permit# Date of issue ���/C Date of expiration ale _ — Dig safe approval number: >/y r�L� S 1 "11YA u R, Dig Safe Toll Free Tel. Number- 800-322-4844 FIR .� j Signature/Title of Officer granting perm �f ��r ; '^ •xS' /I t JNtnr.°!ret�FPrn,. orJle7 e After removal(s) send Form FP-290R signed by Local Fire Dept. to UST ".', �t t"Co� p66 e Unit One Ashburton Place, Room 1310. Boston, MA 02108-1618. A 1Z60, t ,J rur(Hut ttty15.TRATION I� > : (MAP N0. 1 PARCEL4N014411 ADDRESS OF TANK: T25 Alain.dtreet 1 ., VILLAGE: Hyann is at t MA I L fNGi ADD • n MRESS ( I F DIFFERENT FROM ABOVE) : 777 Dedham Street Canto a 0 0 1 OWNER NAME: 6umberland Farms, Inch PHONE: 617--828-4900 INSTALLATION DATE: 1981 BY: INSTALLER ADDRESS: 'CERT.NO. *TANK LOCATION: Tank A is southern most closest to Dumont Drive - (on OCR :T_A.N.IC=1�OOAT-I-ON=W-i-TH'^RggFsGC-T�-TO�..DU-I-LD_i_N.O-)w CAPACITY- 10.000 ,TYPE_-OF TANK Fiber_ -AGE�---- _ �_,YRS_._F-UEL/-GMEM=I-CALr-=Ga;Qc,Lin Jt TESTING CERTIFICATION [ ] PASS [ ] FAIL DATE LEAK. DETECTION [io CHECK IF N/A TYPE/BRAND Rpel .Tac•kpt- ZONE OF CONTRIBUTION CI YES [ Y] NO DATE TO BE REMOVED FIRE DEPT.. PERMIT ISSUED [ 30 YES [ ] NO DATE -,February 261, 19R7 CONSERVATION [X] CHECK IF N/A DATE - BOARD OF HEALTH TAG NO. [ ] DATE * PLEASE PROVIDE A SKETCH SHOWING THE TANK LOCATION ON THE BACK OF THIS CARD r TOWN OF HARNSTABLE - NDERGROUND FUEL AND CHEMIC . STORAGE REGISTRATION ' _ ---�. MAP NO _ 308 PARCE NO., 143 ADDRESS OF TANK: r 7-?_5-'Main Street ---- E� VILLAGE: MAILING ADDRESS ( IF DIFFERENT FROM ABOVE) : -_777 De'br an Strut Canton.- nton H .02021 OWNER NAME: Cerlar�ti Farrs Tne — PHONE: _ Fi17-RJR-49n(l INSTALLATION DATE: 1981 BY: INSTALLER ADDRESS: 'CERT.iJO. *TANK LOCATION: Tank B is southern most closest to building, _ (DCq--- I f-- TANK LOCAT i ON WITH. /�CqP@CT TO qU I LD I NO CAPACITY 10.000 TYPE OF TANKFiberblass _AGE_ 8 YRS. F'EL/CHEMICAL Qasolir..e --�' - _ _ TESTING CERTIFICATION [ ] PASS [ ] FAIL DATE LEAK DETECTION [I$ CHECK IF N/A TYPE/BRAND Red ,Tenet ZONE OF CONTRIBUTION [ ] YES [ X] NO DATE TO BE REMOVED FIRE DEPT. -PERMIT ISSUED [ X] YES [ ] . NO DATE February 26 1987 CONSERVATION ['04 CHECK IF N/A DATE � O BOARD OF HEALTH.�TAG NO. [ ] DATE * PLEASE PROVIDE A SKETCH TANK .LOCATION ON THE BACK OF THIS CARD TOWN OF BARNSTABLE. - )' ERGROUND FUEL AND CHEMIC` STORAGE REGISTRATION i 'MAP NO.. . 308 PARCEL NO 143 ADDRESS OF TANK: Main Street. VILLAGE Ayanni6 MAILING ADDRESS ( IF DIFFERENT FROM ABOVE) :` 777 Dedham Street, Cant on," Ma. 07.021 OWNER NAME: Cumberland Farms. Inc. •. PHONE: f T 7-R?R-4900 INSTALLATION DATE:. ,_981 BY: INSTALLER ADDRESS: 'CERT.140. *TANK LOCATION: Tank C is located furthest a_wav from building (DClOP_t_LaC TANK�LOCAT I ON W.I TH mumpoQT TO nu La i N0) CAPACITY 10,000 TYPE OF .TANK AGE. _YRS. ' FAJEL/CHEM I CAL garnI n,- J TESTING CERTIFICATION [ ] PASS [. 7 FAIL DATE . LEAK DETECTION [*] CHECK IF N/A TYPE/BRAND RPA Tmrlrnr ZONE OF CONTRIBUTION [ ] YES [X] NO DATE TO BE REMOVED FIRE DEPT. PERMIT ISSUED [ X] YES [: ] NO DATE. - February 26, 1987 CONSERVATION [ ] CHECK IF N/A DATE BOARD OF HEALTH 'TAG N0. [ ] DATE .44(�M_ * PLEASE PROVIDE A SKETCH SHOWING THE TANK.:LOCATION ON THE BACK OF THIS CARD ..... j ""•.t :?orriw�•-w.....r• ••N ..0 T T ' - � V^" 'Yr'oLkty C 1 �a._..._. :. ../. _ :. s..,, s�•.:w� ,.� p 1...•::;.�^.n^a+,��Ofi,Fw�ct�`} r "o'..""".r—^^mserj i�,s'Fa1 "�ytilx�`� rr'v'�±�-"�.�.. TOWN OF BARNSTABLE - CDERGROUND FUEL AND CHEMIC 'STORAGE REGISTRATION MAP NO. 308 PARCEL NO. 143 1 ADDRESS OF TANK: 725 Main Street VILLAGE: Hyannis G' Kfunb�r �"Ytr��! MAILING ADDRESS ( IF DIFFERENT FROM ABOVE) : 777 Dedham St. , Banton, Ma 02021 OWNER NAME: Cumberland Farma, Inc. PHONE: 617-828-4900 INSTALLATION DATE: 1981 .BY INSTALLER ADDRESS: 'CERT.NO. *TANK LOCATION: Tank D is .located northern most closed to building c acoQR I ac TANK t�OQAT I ON WITH 1lQat�t�CT TO aU I La i NO) CAPACITY 10 r 000 TYPE OF TANK�Fiber lass. AGE 8 YRS.�.FUEL/CHEM I C L diesel----� t r - TESTING CERTIFICATION [ ] PASS [ ] FAIL DATE LEAK DETECTION [ ] CHECK IF N/A TYPE/BRAND ', Red Jacket ZONE OF CONTRIBUTION [ ] YES [ )] NO DATE TO BE REMOVED FIRE DEPT. PERMIT ISSUED [ X] YES [ ] NO DATE February 26, 1987 CONSERVATION [n] CHECK IF N/A _ DATE. - BOARD OF HEALTH TAG NO. [ � ] DATE M PLC.ASE PROVIDE A SKETCH SHOWING THE TANK LOCATION ON THE HACK OF THTR r.aRn r MA.SSACHUSETTS FIRE INCIDENT REPORT OA lO >:>.; .: . >...... :? DEPARTMENT Revised Report Form .... <s01922 Hyannis Fire Depart ent If Ex I Date Alarm Arrival In Service # 000150 Fire 00j ' 2/25/93 Day IThursdayLiJ 10.17 10.18 11 .00 TU I FOUND ACTION TAKEN :;;; ;:: MUTUAL•AID FCP' , eak w/ No ign '4 1 >`' Investi ation Only XED PROPERTY USE (OCCUPANCY) #: IGNITION FACTOR ublic Service Station .... 7 1 no fire »::0 0 OCORRECT ADDRESS ZIP CODE CENSUS TRACT D 725 MAIN ST 02601 60 O 1 1 OCCUPANT NAME (LAST, FIRST, MI) TELEPHONE ROOM or APT. CUMB FARMS GULF OWNER NAME (LAST, FIRST, MI) ADDRESS TELEPHONE F 12 CUMBERLAND FARMS G 13 METHOD OF ALARM CO. DIST. PERSONNEL ENG RESP. ........... AERIALS RESP. 60 J. RESP. 0 5 SHIFT HAZ MAT PRESENT? y TANK. RESP. 0 JOTHER RESP. «D 2 Direct Report (Verbal No. ALAEMS SUBSTANCE 12 7 0 1270 1 : SPEC. EQUIP. USED? PRIVATE CONTRACTOR O 2'0 FIRE INJURIES SERVICE � OTHER 0 O MOBILE PROPERTY TYPE VEHICLE STOLEN) ESTIMATED TOTAL INSURANCE CO. DOLLAR LOSS TOTAL INS. CLAIM PD 0 0 30 YEAR MAKE MODEL COLOR LICENSE NO. VIN# 40 IF EQUIP INVOL,. YEAR MAKE MODEL SERIAL NO. IN IGNITION OCOMPLEX AREA OF EQUIP INVOLVED IN IGN. K ORIGIN FORM OF HEAT IGNITION ..........MATERIAL FORM <'. TYPE © > IGNITED .................. METHOD OF LEVEL OF ORIGIN Number of Stories CONSTRUCTION TYPE OEXTINGUISHMENT EXTENT OF DAMAGE Flame ... Smoke DETECTOR PERFORMANCE SPRINKLER PERFORMANCE N U OPO Material generating FORM TYPE ® most smoke AVENUE OF SMOKE TRAVEL R WEATHER CONDITIONS Officer in Charge: Date CHISHOLM Chief 2/2 5/9 3 Comments for this incident have been printed on an additional comments page. Comments for Incident: 93 000150 Exposure: 00 Date: 2/25/93 2/25/93 WHILE INVESTIGATING 725 MAIN STREET TO LOCATE A 700 GALLON WASTE OIL TANK, I DISCOVERED A 55 GALLON BARREL OUTSIDE OF THE REAR OF THE PROPERTY THAT HAD WHAT APPEARED BE OLD OIL DUMPED OVER THE TOP OF IT. INVESTIGATION FOUND THAT THERE WERE 4 55 GALLON DRUMS/BARRELS ON SITE(NAMED BARRELS 1-4 BY ME)AS WELL AS TWO 5 GALLON PLASTIC PAILS (NAMED PAIL 1&2). THERE WAS APPROXIMATELY 2-3 GALLONS OF USED OIL SPILLED ON THE GROUND AND SPREADING IN AN AREA OF ABOUT 3 X 5 FEET. SEE PHOTOS IN FILE... I NOTIFIED THE BOARD OF HEALTH(BOH)AGENT MIORANDI AND THE HYFD DUTY OFFICER-CHIEF CHISHOLM AT 1020 HRS. BOH AGENT MIORANDI ARRIVED AND AN INVESTIGATION FOUND AN ADDITIONAL 2 BARRELS(55 GAL)BEHIND A WOODEN DUMPSTER ENCLOSURE. THE ONLY LABELS ON THE 2 BARRELS WAS"ASI"AND BOTH WERE RUSTY WITH 1 UNCOVERED. THERE WERE NO OTHER MARKINGS ON ANY OF THE REMAINING BARRELS. INSPECTION COMPLETED WITH PHOTOS @ 1100 HRS. OWNER: CUMBERLAND FARMS INC. 777 DEDHAM ST. CANTON, MA 02021-91 1 5 ENVIRONMENTAL AFFAIRS EMILE TAYEH, P.E. 1-617-828-4900 EXT. 3324 LT. DONALD H. CHASE,JR. 2/25/93 1' Follow-up Comments: 93 000150 Exposure: 00 Date: 2/25/93 2/25/93 1145 HRS. MR ANDY BELAND OF CUMBERLAND FARMS WAS CONTACTED BY THE BOH AGENT MIORANDI ABOUT THE INCIDENT. HE WILL RESPOND CLEAN HARBORS OR CYN OIL TO HANDLE THE HAZARD ASAP. HE WILL ALSO FOLLOW UP ON THE MAINTENANCE OF THE FUEL STRIPPER AT THE REAR OF THE PROPERTY. LT. DONALD H. CHASE,JR. 2/26/93 r matte application to local Fire Department. Fire Department retains original application and issues duplicate as Permit. 0/ P/ � ccea— ./7r oa� f ( !Q ✓��iue�z�aiz .APPLICATION and PERMIT Fee: for storage tank removal and transportation to approved tank disposal yard in accordance with the provisions of M.G.L. Chapter 148, Section 38A, 527 CMA 9.00, application is hereby made by: OwnerTank t Tank Owner Name(please print) Town of Barnstable , X Address 367 Main. Street Hyannis, MA 02601 9nafure spying orpen,,,r street o Stare Zip s �' �� • Company Name Enviro—Safe Co. or Individual Print Address p.0:-BOX 810, E.Sandwich, MA Prinf Print Address Signature (if applying for permit) Print Signature(if applying for permit) IFCI Certified Other ❑ IFCI Certified ❑ LSP# Other Tank Location 725 Main Street Hyannis, MA Sleet Address Ciry Tank Capacity(gallons) 1 000 Substance Last Stored #2 --0i 1 Tank Dimensions(diameter x length) Remarks: Firm transporting waste Envi ro=Safe State Lic.# 329 MA Hazardous waste manifest# MAM7 719 7 3 E.P.A. # MAD9 8 5 2 6 9 3 2 3 Approved tank disposal yard Turner Salvage Tank yard# 002 Type of inert gas Tank yard address 235 Commercial Street Lynn, MA City or Town FDID# ����i1/ -- Permit# c �' G` Date of issue a2 Date of expiration Dig safe approval number, ,2� Dig Safe Toll Free Tel. Number-800-322-4844 old Signature/Title of Officergranting f.� After removal(s)send Form FP-290R signed by Local Fire Dept,to T Regulatory Compliance Unit, e Ash Room 1310, Boston,'MA 02108-1618. �Place, FP-292(revised 9/96) �09 ...... JAN-24-2002 9:09 BARNSTABLE CTY HEALTH 15093622603 P.02 A January 22, 2002 Dale L. Saad, PhD Coastal Resource Health Coordinator Barnstable Public Health Division 200 Main Street u u Hyannis,MA 02601 RE: Review of Subsurface Investigation Report for 725 Main Street,Hyannis MA Dear Dr. Saad: As per your request,I have reviewed the Subsurface Investigation Report of the former Hyarmis Gulf Station at 725 Main Street in Hyannis prepared by ENSOL Inc. It is my understanding that this investigation was conducted for the Town of Barnstable as a part of a real estate transfer of the property. In reviewing this document and visiting the site with you, I have outlined some concerns the town may wish to consider before purchasing this property. 1. There are two catch basins located on the property one on the east side of the property and one on the west(figure#1 of the ENSOL report). The discharge for these basins is Stewart's Creek. The basin located at the west end of the property was emitting a petroleum odor at the time of my site visit. As a courtesy to the town,samples were collected from the water present in these basins and analyzed for Volatile Organic Compounds(VOCs). Trace amounts of two compounds were present in the samples collected from the west-end basin. A copy of the results has been included with this letter.Due to this odor,and the trace amounts of VOCs,I would recommend sediment samples be collected from these basins and analyzed for at least VOCs,and Volatile and or Extractable Hydrocarbons. The town may wish to expand this testing to include PCBs,Polycyclic Aromatic Hydrocarbons,and RCRA 8 metals should additional concern arise. I would also collect some similar samples from the wetland discharge point since an oil sheen was present on a pool of water at the time of our visit. 2. ENSOL recommends that additional testing be conducted around the abandoned underground waste oil and heating oil tanks on this property. It is my understanding that one of the tanks has been removed and some field screening of soil samples has been conducted. I concur with ENSOL's recommendation and would additionally recommend that the town receive results from any additional field screening and laboratory analysis from this location. Also should any JAN-24-2002 09:09 BARNSTABLE CTY HEALTH 15083622603 P.03 2 additional test boring or temporary test wells be installed at the property lines in the vicinity of TWs 1-3,I would recommend extending final depths and screening beyond the 15 ft depth used at these locations in December 2001. This is recommended as a safeguard due to the depth of contamination seen in B-6 and its distance to TW 1, TW-2,and TW-3 and also as an assurance that contamination has not migrated off site. A review of earlier testing rounds from GTT monitoring wells may assist with this recommendation. 3. This report notes that"Remedial actions were performed for both releases and opinions were filed with the DEP in the 1990s and no further action was warranted". If the town has not received any documentation or correspondence regarding this decision by the Massachusetts Department of Environmental Protection,I would recommend acquiring these documents and have them reviewed by Town Counsel. Please be advised,a decision made by DEP requiring no finther action on a site does not necessarily mean there is no contamination on the site. Future uses of this property may depend on the extent of contamination. at this site. Please remember this was only a cursory review of this document. Any historical information from this site may be able to address some of these concerns. I would be more than happy to review any additional data or reports associated with this property to fuurther assess site conditions. Should the town decide to collect the previously mentioned sediment samples,please feel free to contact our office for assistance. Sincerely, u Sean M. O'Brien Senior Environmental Specialist TOTAL P.03 JAN-24-2002 09:08 BARNSTABLE CTr HEALTH 15063622603 P.01 BARNSTABLE COUNTY DEPARTMENT OF HEALTH & ENVIRONMENT SUPERIOR COURTHOUSE v. P.O. BOX 4279 BARNSTABLE, MA. 02630 ass ' Telephone #508-362-2511, ezL 6613 FAX#508-362-2603 FAX TRANSMITTAL DATE: TO. bALF . SAA 0 CC. - FROM #Pages (including this cover sheet) MESSAGE VVUC- �C Q doe:Fax Form 011 4 M Barnstable County Health Laboratory ANALYTICAL REPORT FOR Barnstable Health Department Report Prepared for: Barnstable Health Department Thomas McKean P O Box 534 ` ;-:,.Hyannis,.MA'02601 _" Order#: G0213185 No.of Samples: 2 Date Received: 01/16/2002 Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 y i. . 01/17/2002 w Page. 1 CERTIFICATE OF ANALYSIS M Barnstable County Health Laboratory . Resort Prepared For: Report Dated: 01/17/2002 Barnstable Health Department Order Number: G0213185 Thomas McKean P O Box 534 Hyannis, MA 02601 Laboratory ID#: 0213185-01 Description: Water Sample#: K5 11 12 Sampling Location: West Catch Basin Collected 01/16/2002 Collected by: S O'Brien Main St.,Gulf Station Received 01/16/2002 EPA 8260- Volatile Organics by GUMS+Ketones + ITEM RESULT UNITS MDL MCL Method# Tested LAB: GCIMS 1,1,1,2-Tetrachloroethane BRL ug/L 0.5 8260 01/16/2002 1,1,1-Trichloroethane BRL ug/L 0.5 8260 01/16/2002 1,1,2,2-Tetrachloroethane BRL ug/L 0.5 8260 01/16/2002 1,1,2-Trichloroethane BRL ug/L 0.5 8260 01/16/2002 1,1-Dichloroethane BRL ug/1. 0.5 8260 01/16/2002 1,1-Dichloroethene BRL ug/L 0.5 8260 01/16/2002 1,1-Dichloropropene BRL ug/L 0.5 8260 01/16/2002 1,2,3-Trichlorobenzene BRL ug/L 0.5 8260 01/16/2002 1,2,3-Trichloropropane BRL ug/L 0.5 8260 01/16/2002 1,2,4-Trichlorobenzene BRL ug/L 0.5 8260 01/16/2002 1,2,4-Trimethylbenzene 0.6 ug/L 0.5 8260 01/16/2002 1,2-Dibromo-3-chloropropa BRL ug/L 0.5 8260 01/16/2002 1,2-Dibromoethane(EDB) BRL ug/L 0.5 8260 01/16/2002 1,2-Dichlorobenzene BRL ug/L 0.5 8260 01/16/2002 1,2-Dichloroethane BRL ug/L 0.5 8260 01/16/2002 1,2-Dichloropropane BRL ug/L 0.5 8260 01/16/2002 1,3,5-Trimethylbenzene BRL ug/L 0.5 8260 01/16/2002 1,3-Dichlorobenzene BRL ug/L 0.5 8260 01/16/2002 1,3-Dichloropropane BRL ug/L 0.5 8260 01/16/2002 1,4-Dichlorobenzene BRL ug/L 0.5 8260 01/16/2002 2,2-Dichloropropane BRL ug/L 0.5 8260 01/16/2002 2-Butanone BRL ug/L 20 8260 01/16/2002 2-Chlorotoluene BRL ug/L 0.5 8260 01/16/2002 Superior Court House, PO.Box 427, Barnstable, MA 02630 'Ph: 508-375-6605 I i Wj. '`ti CERTIFICATE OF ANALYSIS Page: 2 is Barnstable County Health Laboratory Report Dated: 01/17/2002 Report Prepared For: Barnstable Health Department Order Number: G0213185 Thomas McKean P O Box 534 Hyannis, MA 02601 Laboratory ID#: 0213185-01 Description: Water Sample#: K5 1112 Samplim Location: West Catch Basin Collected 01/16/2002 Collected by: S O'Brien Main St.,Gulf Station Received 01/16/2002 2-Hexanone BRL ug/L 20 8260 01/16/2002 4-Chlorotoluene BRL ug/L 0.5 8260 01/16/2002 4-Methyl-2-pentanone BRL ugIL 20 8260 01/16/2002 Acetone BRL ug/L 20 8260 01/16/2002 Benzene BRL ug/L 0.5 8260 01/16/2002 Bromobenzene BRL ug/L 0.5 8260 01/16/2002 Bromochloromethane BRL ug/L 0.5 8260 01/16/2002 Bromodichloromethane BRL ug/L 0.5 8260 01/16/2002 Bromoform BRL ug/L 0.5 8260 01/16/2002 Bromomethane BRL ug/L 0.5 8260 01/16/2002 Carbon tetrachloride BRL ug/L 0.5 8260 01/16/2002 Chlorobenzene BRL ug/L 0.5 8260 01/16/2002 Chloroethane BRL ug/L 0.5 8260 01/16/2002 Chloroform BRL ug/L 0.5 8260 01/16/2002 Chloromethane BRL ug/L 0.5 8260 01/16/2002 cis-1,2-Dichloroethene BRL ug/L 0.5 8260 01/16/2002 cis-1,3-Dichloropropene BRL ug/L 0.5 8260 01/16/2002 Dibromochloromethane BRL ug/L 0.5 8260 01/16/2002 Dibromomethane BRL ug/L 0.5 8260 01/16/2002 Dichlorodifluoromethane BRL ug/L 0.5 8260 01/16/2002 Ethylbenzene BRL ug/L 0.5 8260 01/16/2002 Hexachlorobutadiene BRL ug/L 0.5 8260 01/16/2002 Isopropylbenzene BRL ug/L 0.5 8260 01/16/2002 Methyl-tert-butyl ether BRL ug/L 2.0 8260 01/16/2002 Methylene chloride BRL ug/L 0.5 8260 01/16/2002 n-Butylbenzene BRL ug/L 05 8260 01/16/2002 n-Propylbenzene BRL ug/L 0.5 8260 01/16/2002 Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 X/S�nE:NA Page. 3 CERTIFICATE OF ANALYSIS Barnstable County Health Laboratory Report Prepared For: Report Dated: 01/17/2002 Barnstable Health Department Order Number: G0213185 Thomas McKean P O Box 534 Hyannis, MA 02601 Laboratory ID#: 0213185-01 Description: Water Sample#: K5 1112 Sampling Location: West Catch Basin Collected 01/16/2002 Collected by: S O'Brien Main St.,Gulf Station Received 01/16/2002 Naphthalene BRL ug/L 0.5 8260 01/16/2002 p-Isopropyltoluene BRL ug/L 0.5 8260 01/16/2002 sec-Butylbenzene BRL ug/L 0.5 8260 01/16/2002 Styrene BRL ug/L 0.5 8260 01/16/2002 tert-Butylbenzene BRL ug/L 0.5 8260 01/16/2002 Tetrachloroethene BRL ug/L 0.5 8260 01/16/2002 Toluene BRL ug/L 0.5 8260 01/16/2002 Total xylenes 1.3 ug/L 0.5 8260 01/16/2002 trans-1,2-Dichloroethene BRL ug/L 0.5 8260 01116/2002 trans-1,3-Dichloropropene BRL ug/L 0.5 8260 01/16/2002 Trichloroethene BRL ug/L 0.5 8260 01/16/2002 Trichlorofluoromethane BRL ug/L 0.5 8260 01/16/2002 Vinyl chloride BRL ug/L 0.5 8260 01/16/2002 1 i Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 t r Page. 4 CERTIFICATE OF ANALYSIS a , Barnstable County Health Laboratory Report+Prepared For: Report Dated: 01/17/2002 Barnstable Health Department Order Number: G0213185 Thomas McKean P O Box 534 Hyannis, MA 02601 Laboratory ID#: 0213185-02 Description: Water Sample#: K3 K6 K4 Sampling Location: East Catch Basin Collected 01/16/2002 Collected by: S O'Brien Main St.,Gulf Station Received 01/16/2002 EPA 8260- Volatile Organics by GC/MS+Ketones + ITEM RESULT UNITS MDL MCL Method# Tested LAB: GCIMS 1,1,1,2-Tetrachloroethane BRL ug/L 0.5 8260 01/16/2002, 1,1,1-Trichloroethane BRL ug/L 0.5 8260 01/16/2002 1,1,2,2-Tetrachloroethane BRL ug/L 0.5 8260 01/16/2002 1,1,2-Trichloroethane BRL ug/L 0.5 8260 01/16/2002 1,1-Dichloroethane BRL ug/L 0.5 8260 01/16/2002 1,1-Dichloroethene BRL ug/L 0.5 8260 01/16/2002 1,1-Dichloropropene BRL ug/L 0.5 8260 01/16/2002 1,2,3-Trichlorobenzene BRL ug/L 0.5 8260 01/16/2002 1,2,3-Trichloropropane BRL ug/L 0.5 8260 01/16/2002 1,2,4-Trichlorobenzene BRL ug/L 0.5 8260 01/16/2002 1,2,4-Trimethylbenzene BRL ug/L 0.5 8260 01/16/2002 1,2-Dibromo-3-chloropropa BRL ug/L 0.5 8260 01/16/2002 1,2-Dibromoethane(EDB) BRL ug/L 0.5 8260 01/16/2002 1,2-Dichlorobenzene BRL ug/L 0.5 8260 01/16/2002 1,2-Dichloroethane BRL ug/L 0.5 8260 01/16/2002 1,2-Dichloropropane BRL ug/L 0.5 8260 01/16/2002 1,3,5-Trimethylbenzene BRL ug/L 0.5 8260 01/16/2002 1,3-Dichlorobenzene BRL ug/L 0.5 8260 01/16/2002 1,3-Dichloropropane BRL ug/L 0.5 8260 01/16/2002 1,4-Dichlorobenzene BRL ug/L 0.5 8260 01/16/2002 2,2-Dichloropropane BRL ug/L 0.5 8260 01/16/2002 2-Butanone BRL ug/L 20 8260 01/16/2002 2-Chlorotoluene BRL ug/L 0.5 8260 01/16/2002 Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 • Page: 5 CERTIFICATE OF ANALYSIS Barnstable County Health Laboratory Report Prepared For: Report Dated: 01/17/2002 Barnstable Health Department Order Number: G0213185 Thomas McKean P O Box 534 Hyannis, MA 02601 Laboratory ID#: 0213185-02 Description: Water Sample#: K3 K6 K4 Sampling Location: East Catch Basin Collected 01/16/2002 Collected by: S O'Brien Main St.,Gulf Station Received 01/16/2002 2-Hexanone BRL ug/L 20 8260 01/16/2002 4-Chlorotoluene BRL ug/L 0.5 8260 01/16/2002 4-Methyl-2-pentanone BRL ug/L 20 8260 01/16/2002 Acetone BRL ug/L 20 8260 01/16/2002 Benzene BRL ug/L 0.5 8260 01/16/2002 Bromobenzene BRL ug/L 0.5 8260 01/16/2002 Bromochloromethane BRL ug/L 0.5 8260 01/16/2002 Bromodichloromethane BRL ug/L 0.5 8260 01/16/2002 Bromoform BRL ug/L 0.5 8260 01/16/2002 Bromomethane BRL ug/L 0.5 8260 01/16/2002 Carbon tetrachloride BRL ug/L 0.5 8260 01/16/2002 Chlorobenzene BRL ug/L 0.5 8260 01/16/2002 Chloroethane BRL ug/L 0.5 8260 01/16/2002 Chloroform BRL ug/L 0.5 8260 01/16/2002 Chloromethane BRL ug/L 0.5 8260 01/16/2002 cis-1,2-Dichloroethene, BRL ug/L 0.5 8260 01/16/2002 cis-1,3-Dichloropropene BRL ug/L 0.5 8260 01/16/2002 Dibromochloromethane BRL ug/L 0.5 8260 01/16/2002 Dibromomethane BRL ug/L 0.5 8260 01/16/2002 Dichlorodifluoromethane BRL ug/L 0.5 8260 01/16/2002 Ethylbenzene BRL ug/L 0.5 8260 01/16/2002 Hexachlorobutadiene BRL ug/L 0.5 8260 01/16/2002 Isopropylbenzene BRL uWL 0.5 8260 01/16/2002 Methyl-tert-butyl ether BRL ug/L 2.0 8260 01/16/2002 Methylene chloride BRL ug/L 0.5 8260 01/16/2002 n-Butylbenzene BRL ug/L 0.5 8260 01/16/2002 u-Propylbenzene BRL ug/L 0.5 8260 01/16/2002 k Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 i Page. s CERTIFICATE OF ANALYSIS Barnstable County Health Laboratory Report Dated: 01/17/2002 Report Prepared For: Barnstable Health Department Order Number: G0213185 Thomas McKean P O Box 534 Hyannis, MA 02601 Laboratory ID#: 0213185-02 Description: Water Sample#: K3 K6 K4 Sampline Location: East Catch Basin Collected 01/16/2002 Collected by: S O'Brien Main St.,Gulf Station Received 01/16/2002 Naphthalene BRL ug/L 0.5 8260 01/16/2002 p-Isopropyltoluene BRL ug/L 0.5 8260 01/16/2002 sec-Butylbenzene BRL ug/L 0.5 8260 01/16/2002 Styrene BRL ug/L 0.5 8260 01/16/2002 tert-Butylbenzene BRL ug/L 0.5 8260 01/16/2002 Tetrachloroethene BRL ug/L 0.5 8260 01/16/2002 Toluene BRL ug/L 0.5 8260 01/16/2002 Total xylenes BRL ug/L 0.5 8260 01/16/2002 trans-1,2-Dichloroethene BRL ug/L 0.5 8260 01/16/2002 trans-1,3-Dichloropropene BRL ug/L 0.5 8260 01/16/2002 Trichloroethene BRL ug/L 0.5 8260 01/16/2002 Trichlorofluoromethane BRL ug/L 0.5 8260 01/16/2002 Vinyl chloride BRL ug/L 0.5 8260 01/16/2002 Approved By: c�.•-�-�-- (Lab Director) �l-7 Z00 Z i � I _ Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 • s Barnstable County Department of Superior Court House Health and the Environment P. 0. Box 427 1 Barnstable, MA .02630 n r1J N (508) 375-6605; 6612 CHAIN OF. CUSTODY CLIENT NAME: �f�raY�JSTiAr t.� /(rA TO LP7 ADDRESS: PROJECT NAME: MAIN 57- St"Ar&PROJECT NUMBER: PROJECT SITE: SAMPLER: AfV ,4777U. SA A O DATE/ SAMPLE SAMPLE NO. OF ANALYSES COMMENTS TIME: NUMBER LOCATION SAMPLES REQUIRED k.•� K �I a! 1v:3 ckj ;Ie.,Z CArcH SA51f-1 3 g2604kl--q S-ASi" � - IG-aZ ll•UO K-4 r^/aT'�H 8�+5�`v � ��+U �` �� 1 � i 1 t i 1 R RELINGUISHED BY: DATE/TIME: RECEIVED BY: D�ATE/TIME: c 16-u Z RELINGUISHFD BY: DATE/TIME: RECEIVED BY: DATE/TIME: T J1 �/IC Sad � b�61 � Daniel Greenbaum yoah 9 Commissioner(Filbert T. Joly oz�t�, _4/ 0.2,U7 - - Regional Director �/ DE E NO I THE DEPARTMENT OF -Copy October 2, 1989 ENViRUtOtMEFiPT'�t#�A�?TE ON Groundwater Technology, Inc. RE: SMAPCD--BARNSTABLE--Section 7. 02 , 220 Norwood Park South Plan Approval No. -AP88150 Norwood, Massachusetts 02062 Modification. Request, .Action W3 , " Former Chevron Service Station - #119872, 725 Main Street, Hyannis ATTENTION: Thomas E. Sylvia Gentlemen: -:-- The Departm mt of Environmental Protection, Division of Air Quality - Control, is in receipt of your communicati_on .dated August. .23 , • 1989 . requesting permission to modify plan approval No. 4P88.150 -by changing. the . air sampling and analysis methods for the detection of benzene, toluene, lbenzene ethY and x lene (BTEX) at the former -Chevron Service Station Y located at 725 Main Street, Hyannis, Massachusetts. The request specifcally asks for permission to perform .air. .sampling - and analysis using gas chromatography twice. monthly to determine -the a.ir pollution control equipment removal efficiency for BTEX. If the:contr.ol equipment's removal efficiency drops below 95%, for BTEX, it will be replaced in accordance with the existing permit conditions. The Department, based on it review of the _information provided, - approves of the proposed- modification subject to the following provision 1. Provision #4 of the original plan approval shall be modified to - - read: 4 . The effluent from the carbon canisters . will be analyzed -twice-monthly ,-by-gas, chromatography.r.,_If..,the p f fluent.-.from, the .. primary canister exceeds 10 ppm of BTEX the primary canister - - - - - shall be removed from the ,system,. the back up_.canister rotated to the primary position, and a fresh canister installed as a - - - =-back up. - All results shall be recorded--in the field operating___,. _ _. log. �.,. Original Printed on Recycled Paper 1 -t. Should you have any questions\pert aining to this communication, please contact Alan S. Pickering at the Regional Office— _ Very truly yours, Christopher Tilden, P.E. Deputy Regional ,Environmental Engineer T/VMS/Pish cc: Board of Health Town Hall 367 Main Street Hyannis, Mass. 02601 DEP/DAQC ATTN: Program Implementation Branch 7 Commonwealth of Massachusetts Executive Office of Environmental Affairs Department of Environmental Protection Southeast Regional Office William F. Weld Governor Daniel S.Greenbaum Commissioner (C(alpy July 16, 1993 Chevron U.S.A. , Incorporated RE: BARNSTABLE--WSC/SA-4-0222 810 Gleneagles Court Fmr. Chevron Gulf Facility Townson, Maryland 21204 725 Main Street Waiver Site, Remedial Response Action Completion Statement Acknowledgement, ATTENTION: Mr. Roger Mccranie, M.G.L. , Chapter 21E and Team Leader 310 CMR 40. 000 Gentlemen: The Department of Environmental Protection, Bureau of Waste Site Cleanup (the "Department") , pursuant to the Massachusetts Contingency Plan (MCP) 310 CMR 40. 537 (12) hereby acknowledges receipt of a Remedial Response Action Completion Statement relative to the approved waiver application for the above-referenced waiver site. The date of your acceptance of the Waiver Application was February 5, 1990. The completion statement was submitted to the Department with a cover letter on July 6, 1993 . Please be advised that this acknowledgement of receipt of the completion statement shall not be construed to mean approval of or concurrence with the remedial response action selected or decisions' based thereon. Be further advised that this office may conduct a detailed audit of the waiver site which may include review of the remedial response action(s) , required documents, and the completeness and adequacy of each relative to the MCP. Should you 1-lave any questions regarding this matter, please contact Joseph Kowal of this office at (508) 946-2872 . Very truly yours, Gregg Hunt, Acting Regional Engineer for Waste Site Cleanup H/JK/rr CERTIFIED MAIL #256 287 633 RETURN RECEIPT REQUESTED 20 Riverside Drive • Lakeville,Massachusetts 02347 • FAX(508)947-6557 • Telephone (S08) 946-2700 I -2- cc: Board of Health Town Hall 367 Main Street Hyannis, MA 02601 ATTN: Susan Rask, Chairperson Town of Barnstable Town Hall Hyannis, MA 02601 ATTN: Warren Rutherford Town Manager Groundwater Technology, Incorporated 3 Edgewater Drive, Suite 301 Norwood, MA 02062 ATTN: Douglas A. Heely DEP - Boston - BWSC ATTN: Waiver Unit DEP - SERO - BWSC ATTN: Data Entry a r v Commonwealth of Massachusetts Executive Office of Environmental Affairs Department of NNIEnvironmental Protection William F. Weld Governor Daniel S. Greenbaum Commissioner September 9 , 1992 Gulf Service Station re: Groundwater Discharge 725 Main "Street Permit Application Hyannis, 'MA 02601 #0-514 Dear Applicant: S-ome time ago, you applied for groundwater discharge permit for the di-scharge of treated effluent to the ground "from the Former Chevron Service Station #119872 - Operating Gulf Station in Hyannis-. -To -date there has been no progress on finalizing this application. Therefore, we request that you submit a letter stating your intend -to proceed with the application (and- provide any---information necessary to do 'so) or indicate your ' desire to withdraw th-e application without prejudice. If we do not hear from you...within thirty days _from ..the .date of this letter, -we shall -proceed -to deny the permit. If you have anv truestions with regards to this matter, please call Xiaoning Chen of my .staff at (617) 292- 5 658 . -- V v tru1 yoU S,, tr Brian Donahoe - D i-ec-or -cc:: -DEP/DWPC/S ERO Y VBarnstable Board of Health, 397 Main Street, Hyannis, MA 026011 . -One Wnter Street 0 Boston; Massachusetts 02108 0 FAX(617)556-t049 c Telephone(617)292=5500 &xeccc QAe-01(ffnaz; Daniel S.Greenbaum Commissioner Gilbert T.Di Joly �, 0.23.E7, Regional Director oZl7.� Lad January 3, 1990 Chevron U.S.A. , Inc. RE: BARNSTABLE-WSC/SA 4-0222 , 810 Gleneagles Court 725 Main Street, Hyannis, Townson, Maryland 21204 Waiver Application Approval, M.G.L. , Chapter 21E and ATTENTION: Mr. Roger McCranie, 310 CMR 40.000 Team Leader Gentlemen: The Department of Environmental Protection (DEP) , pursuant to the Massachusetts Contingency Plan (MCP) , 310 CMR 40.537, hereby approves the Waiver Application for the referenced disposal site subject to the conditions of the Waiver Application Disposition form and the following: 1. The Waiver Application Disposition form (Section VIII) must be countersigned and returned within ten (10) days of receipt of this letter to the DEP, Southeast Regional Office, Lakeville Hospital, Lakeville, MA 02347, ATTN: Site Support Section-Waiver Unit— Please keep a copy of the form for your records. 2. All document submittals sent to this office must be referenced as a "Waiver Site" with the DEP case number. 3 . In the Phase II Comprehensive Site Assessment the full extent of vertical and lateral plume of contamination and migration in the soil and ground water shall be determined both on and off the property. 4. If at any time an "imminent hazard", as defined in 310 CMR 40.542 is discovered at the location, you must immediately notify the Department and submit, for Departmental approval, a proposal for a Short Term Measure (STM) . In addition, if a STM is not performed in a timely manner, the Department may perform a STM and recover the cost for performing this work. 5. Any proposal to transport contaminated soils from this site to any other location in Massachusetts must be Original Printed on Recycled Paper 1 -2- approved by this office. Unapproved off-site disposition, including treatment, reuse or disposal, may constitute a ."release" of oil or hazardous material and create a new "site". F Approval of such a proposal should not be construed as approval of the Final Remedial REsponse Plan for this disposal site. Soils contaminated only with virgin petroleum fuels may be handled in accordance with DEP's "Management Procedures for Excavated Soils Contaminated with Virgin Petroleum Oil, " under Chapter 21E,Policy #WSC-89-001. Soils contaminated with other oils or hazardous materials require site-specific approval. Remedial response actions such as on-site treatment or reuse at approved asphalt batching plants are preferred. In-state landfill disposal will only be considered if documentation is provided that all available a n d . applicable treatment or reuse options are not feasible. Proposals to treat, reuse or dispose of contaminated soils outside of Massachusetts must conform to all applicable in-state and out-of-state regulatory but do not otherwise require requirements, b q approval form q the Regional office. 6. This office will conduct detailed audits of selected waiver sites on a random basis which shall include review of the remedial response action(s) , required documents and the completeness and adequacy of each relative to the MCP. Should you have any questions regarding this matter, please contact Tracy M. Roberts of this office at (508) 946-2862 . Very truly .yours, Robert E. Donovan, Reg Engineer for Waste Site Cleanup D/TMR/re Enclosure: Waiver Application Disposition Form CERTIFIED MAIL #P904 976 495 RETURN RECEIPT REQUESTED �I i -3- cc: BWSC - Boston ATTN: Dana Muldoon Division of Response and Remediation i State Sites Branch Board of Health Town Hall, 367 Main St. Hyannis, MA 02601 Board of Selectmen Town Hall, 367 Main St. Hyannis, MA 02601 Conservation Commission Town Hall, 367 Main St. Hyannis, MA 02601 . BWSC - SERO DATA ENTRY j ti r C Daniel S.Greenbaum Commissioner D,FQE Gilbert T.Joly �p ���c l �, NOW IS _ Regional Director a! ENViRON1NENTApENT pF ROTF.CTION November 2, COPY Groundwater Technology, Inc. RE: SMAPCD--BARNSTABLE-- 220 Norwood Park South Section 7 . 02 , Plan Norwood, . Massachusetts 02062 Approval No. 4P88150 Modification Request; Action W3 , Former Chevron Service Station #119872, 725 Main Street, Hyannis ATTENTION: Thomas E. Sylvia Gentlemen: The Department of Environmental Protection, Division of Air Quality Control, is in receipt of your communication dated August 23 , 1989 requesting permission to modify plan approval No. 4P88150 by changing the air sampling and analysis methods for the detection of benzene, toluene, ethylbenzene, and xylene (BTEX) at the former Chevron Service Station located at 725 Main Street, Hyannis, Massachusetts. The request specifically asks for permission to_ perform..air sampling and analysis using gas chromatography twice monthly and that the carbon canisters be changed when laboratory analysis of the air samples indicate that the concentration of BTEX in the effluent from the carbon canisters exceeds 5 ppm. The Department, based on' it's review of the information provided, approves of the proposed modification subject to the following provision: 1. Provision #4 of the plan approval shall be modified to read: Original Printed on Recycled Paper - 2 - 4 . The effluent from the carbon canisters will be analyzed twice monthly by gas chromatography. If the effluent from the back up canister exceeds 5 ppm of BTEX, the primary canister shall be removed from the system, the back up canister rotated to the primary position, and a fresh canister installed as a backup. All results shall be recorded in the field operating log. Should you have, any questions pertaining to this communication, please contact Alan S. Pickering at the Regional Office (508) 946-2770. Very truly yours, Vaug; an M. Steeves, Chief Air Quality Control Section T/S/ASP/sh cc: Board of Health . Town Hall 367 Main Street Hyannis, MA 02601 DEP/DAQC ATTN:_ Program Implementation Branch I Chevron Chevron U.S.A. Inc. 1200 State Street, Perth Amboy, NJ 08861-2099 May 15, 1986 GULF SERVICE STATION 725 MAIN STREET HYANNIS, MA Chief Farrenkopf Hyannis Fire Department 95 Highschool Road Extension Hyannis, MA 02601 Chief Farrenkopf: Attached are copies of the well monitoring data, tank testing information, and correspondence to DEQE. This will supply you with all the available information regarding this facility. I will continue to update you of any changes or hydrogeological work performed at this station. Enclosed is my business card for your use in further correspondence. Very truly yo , J. W. Dortch Enclosure May 14, 1986 CUMBERLAND FARMS 725 MAIN STREET HYANAIIS, MA Ms. .Christine LaB c Department of vironmental Fi Quality En Bering .�iou llm ea he-glon Lake a Hospital vilie, MA 02346 Dear Ms. LaBlanc: Attached is a copy of the well monitoring data from our hydrogeologic consultant, Groundwater Technology, for the above facility. We have requested them to install additional monitoring wells to determine both a free floating hydrocarbon plume and a dissolved component plume. The monitoring wells will be installed today and samples will be taken within two days. After sample analysis and data review, Groundwater Technology will supply me with a complete assessment report. Review of available data disclosed that all tanks tested tight on March 27, 1986. I have requested a copy of the Petrotite test data completed by the tank testing contractor. I enjoyed conversing with you on the-telephone yesterday and look forward to working with you in the future. I will forward copies of the assessment report and tank testing data to you as I receive them. Enclosed is my business card for your use in further correspondence. Very }truly yo , Inry N. Dortch Attachments cc: Messrs. T. J. Hick C. D. Mathes Ills. E. P. Johnke JWD/mej GROUNDWATERDo ❑ 'I`ECF�NOLpGY NT Project: CHEVRON ASSESSMENTS . � Loc ation: I�y407rl s /A'ji¢ Initial Visit Date: - 27_ g,g Project No. : 10-3318 Equipment: ORS Electronic Interface Probe ORS Surface Sampler WELL MONITORING DATA FORM Date I Well Well I well Dtepth Depth ID nPPth Dtar�+,c:i to Petra. Product Water Petro. ?-�7 /'1u_� /O, 8 � �� Thickness T e Comments 8 r 903Jf 9 /0 9. vg v oZ I 5 ETCH MAP Station No. : Address: 72 S' /l,) S ? Telephone: N.a Manager: Tank Inventory: All faKKs� ►�l�Py � - �� --- - .-- Data Chart for Tank System Tightness Test . P ektro tte T PLEASE PRINT TANK TESTER 1. OWNER Property [] Chevron U. S. A. Inc. 1200 State St. Perth Amboy, N. J. Name nq o es R.pre urhve TWphpne Tanks) _ 1-201-7 " 2242 __ Name Aooi.0 Raowaanutiva Teephone Gulf 725 fain St. , Hyannis I�ia. e Teieorw 2. OPERATOR Addressw Names 3. REASON FOR L d_by Chevron/` u f TEST (Explain Fully) 4. WHO REQUESTED Chevron/Gulf 3-20-86 Mr. R. Etzold. Name Title CornWny or Anuwuon Der TEST AND WHEN Aooreu T.iwhone 5. WHO IS PAYING Chevron/Gulf_ Company.Agency or Individual Person Authorizing TitleTsNptowe FOR THIS TEST Billing Address City Suta ZIP Attention of: 010.1 No. Other inntuctions Identify by Direction Capacity Brand/Supplier Grade Approx.Ape Steel/Fibargiasa 6. TANK(S) INVOLVED ?- N- 00 C Glass N-S 10000 Chevron Crest 3 vrs. Glass IV-S 10000 Chevron Good Gulf 3 yrs Glass Location Q Gowr Fills Vents Siphones Pumps 7. INSTALLATION i DATA �`,�� � Concrete 4" 2" none Remote North inside drsvewey. Conciew,Black Top. Size.Thatlli make.Drop Suction.Rerrwtt Rear of station.etc. Earth,etc. tub„,Remote Fills Size-Manitoloed whim ranks? Makes it etwww is the water over the tank I 8. UNDERGROUND „ WATER Depth to the Water table Yes No Tankstobefillsd Sara hr. 3-27-86Dais Arranged by Nr. R. Etznl d Name i.rwhotr 9. FILL-UP ARRANGEMENTS Extra productto-top off-and run TSTT. 'How and who to provide) Consider NO Lead. Terminal or other contact for notice or tnputry Name Telephone Company 10. CONTRACTOR, SORCO Corrioration MECHANICS. 30 New Salem St. any other contractor involved 11. OTHER INFORMATION OR REMARKS Additional information on any Hams above.Officials or diners to be advised when testing is in progress or completed.Visitors or observers present during test etc- Tests ware mode on the above tank systems in accordance with test procedures prescribed for PPtm The 12. TEST RESULTS as defa11eO`on ash"list charts with resufts as follows: Tank Identifiutgn Tight Leakage Indicated Data Tested 1tw Tr' — :t ;,-4. Vapor — — '1ae yes +.02 none 3-28-86 This is to car"that these tank systems were tested on the do*&)Shown.Those indicated as"Tight"meet the criteria established by, 13. CERTIFICATION the idsticnali Fire Protection e+ao`1aU°"Pampftlel 3n- /J 4-1-86 5ORCO Corporation Tuunp Cotnr.ctot or Company. By. Signaiuts 304/1246/n8/587 30 New Salem St. WpVomf; a1 d7 D111Q. Aooi„s Seri u No of Thermal Tsch nictans _ Sensor Data, Chart for Yank System Tightness Test Petro ILUX PLEASE PRINT TANK TESTER 1. OWNER Property CJ Chevron U. S. A. Inc. 1200 State St. , Perth Amboy, N. J. Nam. R.ores—taura T.la Ph on. Tank(s) ❑ 1-201-738-2AM Nome Address R.orManlatisa Telephone 2. OPERATOR Gulf 725 Main St. Hyannis Isla. Nome Address Teiephono 3. REASON FOR TESTi (Explain Fully) 4. WHO REQUESTED Chevron/Gulf 3-20-86 Mr. R. Etzold TEST AND WHEN Nome Tine company or Anitiauon Date Admeu T.te—pnone 5. WHO IS PAYING Chevra-/Gulf FOR THIS TEST? Company.Agency or Individual Person Authorizing Tins Tetepnone Billing Address - Gty State zip Attention of: Ornu No. Other Instructions Identity by Direction Capacity Brand/Supplter Grade Approx.Age Steel/Fiberglass i• 6. TANK(S) INVOLVED N—S 10000 Chevron Diesel 3 yrs Glass �. N—S 10000 Chevron Super .3 vrs Glass 3. N—S 10000 Chevron Crest 3 yrs Glass f. N/S 100.00 Chevron Good Gul " 3 yrs Glass Location I Q cover Fills Vans Siphones Pumps 7. INSTALLATION 3 .1 L Concrete 4tt 2tt none Remote DATA / a North Inside driveway. Concrow.Black Top. Size.Tlleflll make.Drop Suction,Remote. Rear of.station.etc. Eo,in.etc. tubes.Remote Fills Size,kxanifoldod Which tanks 7 Nlske if known 8 UNDERGROUND Is the water over the tanks WATER Depth to the Water table Yes No Tanks to be filled Sam hr. 3-27-86Date Arrangedby Fir. R. Etzold 1 FILL-UP Name Taroonons ARRANGEMENTS Extra product to"top off"and run TSTT. How and who to provide) consider NO lead. Terminal or other contact for notice or inquiry company Noma Teieonone SORCO Corporation T0. CONTRACTOR, 30 New Salem St. MECHANICS. any other contractor Wakefield, Ma. 01880 involved -- 11. OTHER INFORMATION OR REMARKS Additional information an any items above.Officials or others to be advised when testing is in progress or completed.Visitors of observers present during test ate. Tests were made on the above tank systems to accordance with test procedures prescribed for pPtrO 71tP 12. TEST RESULTS as detailed on attached test charts with results as follows: u u Tank Identification Tight Leakage Indicated Date Tested r3 yes +.00 8 none 3-28-86 1. es -.02 0 none 4-1-86 j This is to certify that these tank systems were tested on the dato(s)shown.Those Indicated as"Tight'meet the criteria established by I 13. CERTIFICATION the Hatkorkat Fire Protection Asoaiatlon ramphiet 321. 4-1-86 SORCO Corporation Dots Tailing Contiactot or Company... bv- Signature 304-1246 30 New Salem "St:; Wakefield, Ma. 01880 Settal No or Thermal Tochnictena ,..:j .., w .4: ti}'a z °'IiddM�;• I 9 Y 1f r a . ( r� a Y i'- a£if e�y�r � •� �i�'AY .. fir' t� ( ` n � .ss F Lei �• � i PAR Real Estate System General Property Inquiry Help Parcel Ids 308 1431 - Account No: 221129 Parents Location: 725 MAIN ST HYANNIS Neighborhood, Q006 Fire Dist: HY Level Lots Lot Sizes 1 . 30 Acres Current Own: BAY COLONY REALTY ASSOC State Classi 334 B012:3 No. Bldgsi 1 Area: 1944 777 DEDHAM ST Year Added." CANTON MA 2021 Deed Date: 080190 References. 7275/166- January 1st: BAY COLONY REALTY ASSOC Deed MMDD9 0890 Deed Refs 7275/166 Comments9 -?7600 Values: Land: 280100 Buildings9 56400 Extra Featuresi Road Systems 725 Index: 952 (MAIN STREET (HYANNIS) ) frntg: 265P Index; ) Frntg: Control Info: Last Auto Upd: 091292 States: C Last TAGS Update: 032492 ' Land Review,d By: Date: 0000 Bldgs Reviewed By: RW D;ate: 0086 Tax Title: Account: Taken" Account Status: Hold Status: Cancel Press XMT- for more da-0--, Next screen PAR 4Action Owners Name 0 Road Index �rRz,ad Name Parcel Number 308 14 . r 7rechnatest P.O. Box 1513 ■ Dudley, MA 01571-1513 (508) 943-1882 TEST NO 960300 TEST DATE: 3/ /96 LOCATION:�725 Gulf(closed) Main St. Hyannis;MA TEST- RESULTS WATER TANK PRODUCT VOLUME INCHES LEAK RATE ULLAGE SYSTEM Regular 10,000 0.00 ALERT PASS PASS Plus 10,000 0.00 ULLAGE --PASS PASS Supr 10,000 0.00 1050 PASS PASS Diesel 10,000 0.00 TEST PASS PASS • LINE TEST RESULTS PRODUCT POUNDS HELD DURATION CONCLUSION REGULAR 55 PSI 30 min. PASS PLUS 55 PSI 30 min PASS SUPER 55 PSI 30 min. PASS DIESEL 55 PSI 30 min. PASS 0I+ F Sy9N�S���Par ■ UNDERGROU D TANK TESTING FOR THE PETROLEUM/CHEMICAL INDUSTRY ■ P�r� � N9 HYANNIS FIRE DEPARTMENT 95 HIGH SCHOOL ROAD EXTENSION HYANNIS, MASS. 02601 PAUL D.CHISHOLM,CHIEF FIRE PREVENTION BUREAU LT. DONALD H. C ASE, JR. LT. ERIC HUBLER Inspector Inspector Mr. Kevin Ginis C.K. Smith Co. May 28, 1696 Dear Kevin, In respons to your inquiry at site plan concerning the former Gulf Station at 725 Main Street, I have contacted Fred Balicki of the State Fire Marshal's Office n Boston. Fred is the Director of the underground storage tank corr`pliance program for the state. I explained your situation to him and got hi reply today at 1:15 PM. The tanks in question have the following findings: • All tanks have exceeded the 6 month abandonment time period allowed in 527 C R 9.00 • •••••••• • .:: cfv .Ja L.. Itnw�v .V au. r1 u Ir rh .� ycaTIG / GadlinCf Cuva a . e. . and flat, avv'ay, whereupon the u grades will have to be made at that time anyway. • The most recent test to the tanks shows the items required to have been alrea y installed namely spill containment and overfill have not been installed. • All stage II vapor recovery equipment leaked • Two spill containment buckets leaked r , 725 Main 2 P9 • no vent caps on seven vent pipes In light of all these items, Mr. Balicki has ruled that the tanks must be removed from the ground and cannot be reused. His address is as follows: Frederick E. Balicki, Director UST Compliance Program Office of the State Fire Marshal 1 Ashburton Place Boston, MA 02215 617-727-3200 Should you need any additional information don't hesitate to contact this office. You should still contact Tom McKeon at the Health Dept. for his reply on the same situation. Sincerely, COX � d Lt. Donald IHI . Chase, Jr., CFI Fire PreveIIntion Officer Hyannis Fi a Department cc i file SFMO Bd of Health Cumb. Farms i I COMPLETE • ■ Complete items 1,2,and 3.Also complete A. Received by(Please Print Clearly) B. Date of Delivery item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse so that;./e can return the card to you. C. Signature ■ Attach this card to the back of the mailpiece, ❑Agent or on the front if space permits. ❑Addressee D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑ No 3. Service Type Certified Mail ❑ Express Mail Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. t 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number(Copy from service label) PS Form 3811,July 1999 Domestic Return l4eceipt 102595-00-M-0952 I. UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid USPS Permit No.G-10 Sender. Please print your name, address, and ZIP+4 in this box r ,r Board of Health Town of Barnstable P.O.Box 534 i I Hyannis,Massachusetts 0260 +fln n lf�attttitittltti0tttttt��i�ttttBtltta�ittjtti.tt�ittltt�ttltl� s V.AOIW0 502 668 i US Postal Service Redeipt for,Certified Mail No Insutnce Coverage Provided. Do not use for International Mail See reverse Seto qt�&N b r P UO tale,&ZIP ode Postage $ Certified Fee Special Delivery Fee Restricted Delivery Fee Return Receipt Showing to r Whom&Date Delivered (/ a Return Receipt Showing to Whom, Q Date,&Addressee's Address 0 TOTAL Postage&Fees $ (� Postmark Or Date E LL .4- 2�S ZCCJ a Stick postage stamps to article to cover First-Class postage,certified mail fee,and charges for any selected optional services(See front). 1. If you want this receipt postmarked,stick the gummed stub to the right of the return li address leaving the receipt attached, and present the article at a post office service window or hand it to your rural carrier(no extra charge). 2. If you do not want this receipt postmarked,stick the gummed stub to the right of the Q) return address of the article,date,detach,and retain the receipt,and mail the article. LO 3. If you want a return receipt,write the certified mail number and your name and address on a return receipt card,Form 3811,and attach it to the front of the article by means of the gummed ends if space permits. Otherwise,affix to back of article. Endorse front of article n RETURN RECEIPT REQUESTED adjacent to the number. P Q '> G 4. If you want delivery restricted to the addressee, or to an authorized agent of the 0 i addressee,endorse RESTRICTED DELIVERY on the front of the article. 5. Enter fees for the services requested in the appropriate spaces on the front of_this receipt. If return receipt is requested,check the applicable blocks in item 1 of Form 3811 0 6. Save this receipt and present 4 if you make an inquiry. 1025e5-99-M-0079 P fHE Town of Barnstable taY ,� do Department of Health, Safety, and Environmental Services BARNSPABLE » i639. �0 Public Health Division A'F0N1AYA P.O. Box 534, Hyannis MA 02601 Office: 508-862-4644 Thomas A.McKean,RS,CHO FAX: 508-790-6304 Director of Public Health March 23, 2001 Mr. Joseph H. Luz Trust Frankfurt Realty Trust 20 Hampden Drive S. Easton, MA 02375 NOTICE TO ABATE VIOLATIONS OF 105 CMR 410.00, STATE SANITARY CODE II,MINIMUM STANDARDS OF FITNESS FOR HUMAN HABITATION AND THE TOWN OF BARNSTABLE RENTAL ORDINANCE,.ARTICLE 51 �he property owned by you located at 725 Main Street., Hyannis, (formerly the Gulf Station)was inspected on March 13, 2001 by Donna Miorandi, R. S., Health Inspector for the Town of Barnstable, because of a complaint. The following violations of 105 CMR 410.00, State Sanitary Code II, Minimum Standards of Fitness for Human Habitation were observed: 410.602 Old grocery cart, five (5) old broken televisions, one console TV and an old broken microwave dumped on ground. You are directed to correct the violation of 410.602 within twenty-four(24) hours of receipt of this notice. You may request a hearing if written petition requesting same is received by the Board of Health within seven (7) days after the date order is received. However, these violations - must be corrected regardless of any request for a hearing. Please be advised that failure to comply with an order could result in a fine of not more than $500. Each separate day's failure to comply with an order shall constitute a separate violation. PER ORDER OF THE BOARD OF HEALTH ;om>asA�_!ean Director of Public Health v 2r) Town of ]Barnstable s4xxns Department of Health, Safety, and Environmental Services MASS. 16 39•9* Public Health Division �� pTFDPAA�A P.O. Box 534, Hyannis MA 02601 Office: 508-8624644 Thomas A.McKean,RS,CHO FAX: 508-790-6304 Director of Public Health m�fl 0Se� l�Z � i © 14AMPTOJ TOV6 5 NOTICE TO ABATE VIOLATIONS OF 105 CMR 410.00, STATE SANITARY CODE II, MINIMUM STANDARDS OF FITNESS FOR HUMAN HABITATION AND THE TOWN OF BARNSTABLE RENTAL ORDINANCE,ARTICLE 51 1 The property owned by you located at ��'y� 5��� YM was inspected on ✓ MAeall13A01 by Donna iorandi, R.S., Health Inspector for the Town of Barnstable. The following violations of 105 CMR 410.00, State Sanitary Code H, Minimum Standards of Fitness for Human Habitation were observed: c, r + 410.602: � I.o�-lam ' `.-� ►�, .�V ��"��� ,- / DAfS You are directe to correct the violation of 410.602 within twenty-four (24) hours of receipt of this notice by removing debris from the property. You may request a hearing if written petition requesting same is received by the Board of Health within seven (7) days after the date order is received. However, these violations must be corrected regardless of any request for a hearing. Please be advised that failure to comply with an order could result in a fine of not more than $500. Each separate day's failure to comply with an order shall constitute a separate violation. You are also subject to non criminal citations of$40.00 for the first violation and $15.00 for each additional violations. Tickets will be issued daily until the violations are corrected. PER ORDER OF THE BOARD.JOF HEALTH Thomas A. McKean Director of Public Health I oliveria i 308 43 r 308143 b V 002211 1 0000000 �� HY08 LUZ,JOSEPH H TR 334 FRANKFURT REALTY TRUST 1 00001944 20 HAMPDEN DR 00 S EASTON MA 02375 00-0702-000 080190 LUZ JOSEPH H TR 0890 7275/166 0.0 0.0 OA. 725 MAIN STREET(HYANNIS) 0952 0269 HY <<, L FLUOR DANIEL GTI May 5, 1998 Refer: 102310 (75) Health Department Barnstable Town Hall 367 Main Street Hyannis, MA 02601 Subject: Public Notice Requirement Former Chevron Facility#204083 725 Main Street Hyannis, Massachusetts Dear health Department: This letter is sent to you to fulfill the public involvement provisions established by the Massachusetts Contingency Plan (MCP-310 CMR 40.0000). A Limited Removal Action (LRA) Report including a Method 2 Risk Characterization, an Underground Injection Control submittal, and a Response Action Outcome (Class A-2) have been submitted to the Department of Environmental Protection (DEP). A copy of these reports may be reviewed by appointment at the DEP Southeast Regional Office at in Lakeville, Massachusetts. These submittal's effectively complete environmental work associated with the LRA at the subject site in Hyannis. If you have any questions regarding this letter, please contact Mr. Peter Kasbohm, Chevron Products Company, 2300 Windy Ridge Pkwy., Suite 800, Atlanta, GA 30067. Sincerely, Fluor Daniel GTI, Inc. Andrew XD. Walker John A. Thompson, P.G. Project Manager Licensed Site Professional c: Chief Municipal Officer, Town of Barnstable chevron9\hyannis\raorskatr 100 River Ridge Drive/ Norwood, MA.02062 USA (781) 769-7600 FAX (781) 769-7992 Iv perk 4v F r . t M , y COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS a DEPA RTMEN T OF ENVI RONME NTAL PROT ECTIO N ONE WINTER STREET, BOSTON.MA 02108 617-292-5500 rev ARGEO PAUL CELLUCCI TRUDY COXE Governor Secretary DAVID B.STRUHS Commissioner UIC NOTIFICATION FORM DRINKING WATER PROGRAM The Underground Injection Control (UIC) program protects drinking water by regulating discharges to the ground via injection wells such as dry wells, septic systems tied to industrial processes, and other subsurface leaching systems. Pursuant to UIC regulations (310 CMR 27.00), where the potential exists for pollutants to enter an injection well (e.g. by means of a floor drain) and the presence of the pollutants causes or is likely to cause a violation of any Massachusetts Drinking Water Regulation or which adversely affects or is likely to adversely affect the health of persons, the use of the well is prohibited. With the exception of discharges authorized under the Department's Ground Water Discharge Permit program, the Department considers this prohibition to include the use of any injection well at facilities which have in the past or currently use, store, or otherwise manage hazardous materials and/or wastes as defined in 310 CMR 30.000 and 310 CMR 40.0000. This form shall serve as notice to the DEP of the elimination of the use of an unauthorized injection well. The structural option which has been chosen to bring the system into compliance should be noted under item I. Submit all information and attachments for that option, as well as for item It as noted. This form should be submitted after completing the closure of the injection well. I. Option chosen for discharge system when eliminating the use of the injection well: A. Sealing: Plug point of entry, if applicable (see 248 CMR 2.09). _1. Copy of Form WS1: Notice of Plumbing Inspector Approval to Seal Floor Drain (where applicable), and Plumbing Permit Number: # _2. Date of plugging: / / B. Tank: Connect discharge to holding tank meeting appropriate DEP requirements. _1. Floor plan with tank location _2. Type of tank: j Pre-Cast Tight Tank (DEP Permit BWP IW 01) _Converted System (e.g. Converted MDC Trap) (DEP Permit BWP IW 28) _Containment Basin (specified attachments required) _3. DEP permit & permit/transmittal#, where applicable: # _4. Date of connection: C. Sewer: Connect discharge to municipal sanitary sewer. _1. Sewer discharge permit & permit/transmittal# (from DEP and/or other administrative entity): # _2. Date of hookup: _Sa w V 4 /D. Other: Certain other options may also apply (e.g. closed loop recirculating system, closure and removal of entire operation, surface water discharge permit). Specify (attach a sheet if more space necessary): F�,3 DRA1NS s?E,,&en 141yD oil, X"AQr Z9 RN7 VKY A;9L1_ NEwIc+V i7 2n/ 7fe—F4110-2 The,following information must be submitted with this form as noted: _A. Screening and Analytical Results: This information must be submitted in accordance with criteria specified in the document entitled "Massachusetts Closure Requirements for Shallow Injection Wells. YrV Tyr-A-n*itcp�Li7A/�iV1� m,--r,9o9 z AC PArOP/ lfJ _B. Waste Management Plan: When required via the issuance of an enforcement order from the DEP's UIC program, a waste management plan specifying methods to be used to proper- ly collect,store, and dispose of all potentially hazardous wastes shall also be submitted. System's Previous Final Point of Discharge: 1 'y WF LL Number of Points of Entry to System: before closure: 3 after closure: 0 Name of Business: j Zo yo fi3 Mailing Address: 'lMoAJ "RoAgrS dosiPAiVY, 2300 WJAP7 Y RIME PRKWAY. A7-LA1V i A P;A 30339 Location: '7ZS MAIN ST14FF_-r . hNY*VNiS /11A Facility Owner: GIrMBF_At.A/V17 r-ARMY IN- c . Phone: Nature of Business: EPA Hazardous Waste Generator ID Number: I HEREBY CERTIFY UNDER PENALTY OF LAW THAT I HAVE PERSONALLY EXAMINED AND AM FAMILIAR WITH THE INFORMATION SUBMITTED IN THIS DOCUMENT AND ALL ATTACHMENTS AND THAT, BASED ON MY INQUIRY OF THOSE INDIVIDUALS IMMEDIATELY RESPONSIBLE FOR OBTAINING THE INFORMATION, I BELIEVE THAT THE INFORMATION IS TRUE,ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING POSSIBLE FINES AND IMPRISONMENT. I UNDERSTAND THAT.I MUST HANDLE, STORE, AND DISPOSE OF ALL HAZARDOUS WASTES IN AN ENVIRONMENTALLY SOUND MANNER IN ACCORDANCE WITH ALL APPROPRIATE REGULATIONS. di SIGNATURE OF OWNER DATE Any questions may be directed to the UIC Program at (617) 292-5770. Complete and sign this form and submit it and all required attachments for items I (only the attachments for the option chosen) and II, to the following address: Underground Injection Control Program DEP/Drinking Water Program One Winter Street, 6th floor Boston, MA 02108 Send duplicate copies of all forms to: Local Board of Health Local Plumbing Inspector Health Complaints 11 titan-02 Time: 10:45:00 AM . Date: 1/11/2002 Complaint Number: 3229 Referred To: DAVID STANTON Taken By: DANIELLE ST.PETER Complaint Type: ARTICLE XXXIX HAZARDOUS WASTE ' Article X Detail: ILLEGAL OPERATIONS Business Name: Old gulf gas station Number: 725 Street: tMain st Village: HYANNIS Assessors Map Parcel: Complainant's Name: Hyannis Fire Dept. Address: Telephone Number: Complaint Description: Deputy Dean Melanson called in, during a routine tank removal, it was discovered that there was another tank in the ground, as well as a strong fuel odor present. Actions Taken/Results: The hole was evaluated by David Bennett LSP, until further determination of cleanup can be conducted. The hole was lined with plastic, and backfilled until further work can be completed. On site was David Wright of ENSOL representing the town(attorney)for the purchase of the property. Further investigation to be done with the cleanup of this site. Donna also assessed the situation. 4 1 Investigation Date: 1/11/2002 Investigation Time: 11:00:00 AM 1 S. Russell Sylva Commissioner vc% �P �12 ova � �uyiilczL r��evc ,. 02.S47 947=A231, CgxG. 680LOPOP, October 6, 1986 _ Chevron USA, Inc. RE: BARNSTABLE--Hazardous Waste 1200 State Street Chevron-Gulf Facility 119872 Perth Amboy, New Jersey 08861-2099 725 Main Street, Hyannis MGL Chapter 21'�' ATTENTION: Jerry Dortch Gentlemen: The Department of. Environmental Quality Engineering has received a. report entitled "Hydrogeologic Investigation, Chevron Gulf Facility Number 119872, Hyannis, Massachusetts, July. 1986," and related correspondence dated September 3, 1986, submitted on your behalf by Groundwater Technology, Inc., Norwood, Massachusetts. The above-referenced information details the preliminary hydrogeologic investigation conducted to define the extent of free floating .product on the ground water table. The Department is also in receipt of an environmental assessment .for land located at 749 Main Street,: Hyannis, Massachusetts, which is adjacent to -and downgradient from property owned by Chevron USA, Inc. Ground water samples were analyzed and found to contain volatile organic compounds. The Department under the authority of Chapter 21E, Section 6, requires that engineering plans (3 copies) detailing the design; location(s), construction and operation of the aquifer rehabilitation system, treated water discharge operations and the monitoring program plan be submitted to the Department by November 30, 1986. Said plan shall include, but not be 'limited to, the following: - 1. An assessment defining the extent of dissolved hydrocarbon contamination in the ground water on and emanating from the site. . The installation of additional off-site monitoring wells may be necessary to define the dissolved contaminant plume. 2. Develop a ground water treatment system sufficient to capture, contain and restore all contaminated ground water on and extending from the site that contains greater than 5 ppb benzene, 340 ppb toluene, 680 ppb ethylbenzene and 440 ppb xylene. 3. Prepare ,a detailed plan for site monitoring and maintenance of the recovery/treatment system. y' -2- Please be advised that a ground water discharge permit for the treated water discharge, is required by the Division of Water Pollution Control. Plans for air pollution control devices must be submitted to, and approved by, the Department's Division of Air Quality Control pursuant to 310 CMR 7.02, adopted under Massachusetts General Laws, Chapter 11, Sections 142 A-D. (See enclosed . : requirements.) The Department requires written confirmation that Chevron USA, Inc., or its representatives will provide the requested information and undertake the remedial actions outlined above no later than October 15, 1986. If you have any questions regarding this matter, you may contact Robert Kearns of this office. Very truly yours. , ` II Gerald A. Monte, Acting Chief Solid and Hazardous Waste Section M/RK/jt . cc: James Colman OIR - Boston Barnstable Board of Health Town Hall Hyannis, MA 02601 ATTN: John Kelly Hyannis Fire Department 93 High School Road Ext. Hyannis, MA 02601 ATTN: Tom Schwarm (Enclosures) DWS - .SERO J T 4 J S. Russell Sylva Commissioner J hxG 680=681< co - July 3, 1986 Chevron U.S.A., Inc. RE: BARNSTABLE--Incident Response, 1200 State Street -- Release of Hazardous Material, Perth Amboy, New Jersey 08861-2099 725 Main Street NOTICE OF RESPONSIBILITY ATTENTION: Mr. -Jerry Dortch Massachusetts General Laws, Chapter 21E Environmental Specialist Gentlemen: The Department of Environmental Quality Engineering is in receipt of asnotification of a release of hazardous materials at 725 Main Street, Hyannis, Massachusetsts. This correspondence. was submitted by Chevron U.S.A. and dated May 14, 1986. According to the correspondence, one (1) monitoring well was installed and 0.05 feet of product was observed.. Groundwater Technology, Inc., consultant for Chevron U.S.A. installed. four (4) additional monitoring wells on site. These conditions constitute a release of hazardous materials at the site. The prevention and/or mitigation of such a release .or threat of release is governed by Massachusetts General Laws, Chapter 21E, the "Massachusetts Oil and Hazardous Material. Release, Prevention and Response Act." On May 28, 1986, Department personnel verbally notified you of your responsibility for the release and informed you of the requirements of Massachusetts General Laws, . Chapter 21E, the "Massachusetts Oil and Hazardous Material Release, Prevention and Response Act." You accepted responsibility for the release at that time. 1. Based on information available to the Department of Environmental Quality Engineering, the Department has reason to believe that you as owner are a a responsible party with liability under Massachusetts General Laws, Chapter 21E, Section 5(a) (1) . The nature of this liability is joint and several without regard to fault; 2. The .Department intends to arrange for or to take actions which it deems necessary to respond to the release should you fail to carry through in your acceptance or responsibility for the aforementioned release; - 3. Your liability noted in one above, may include up to three times the cost of: P a. all response costs incurred by the Department due to the release including all contract, administrative, and personnel-costs; and T L -2_ b. all damages for any injury to, destruction, or loss of natural resources due to the release. This liability constitutes a debt to the Commonwealth. The debt, together with interest, creates a lien on all of your property in the Commonwealth. In addition to the foreclosure remedy provided by the lien, the Attorney General of the Commonwealth may recover that debt or any part of it in an action against you. You may also be liable under Massachusetts General Laws, Chapter 21E, Section 11 for up to $25,000 in fines or penalties for each violation of C. 21E as well as for additional penalties or damages pursuant to other statutes or common law. As you indicated on May 28, 1986, you intend to take the necessary response actions in lieu of the Department. The Department requires written confirmation no. later than July 18, 1986. In addition you informed the Department that you have contracted with Groundwater Technology, Inc., a consultant knowledgeable in the area of hydrogeological investigation and uncontrolled hazardous waste site assessment and abatement. The consultant must be able to submit to the Department a scope of work which will define the extent of contamination and provide recommendations for all necessary remedial actions. All data generated by the assessment of this site shall be submitted for review and - approval prior to implementation of the. remedial actions. Therefore, the Department requires the assessment and remedial action plan to include, but not be limited to, the following: 1. The extent of contamination in the soil; 2. The groundwater contamination plumes, both vertically and horizontally; 3. The direction of groundwater flow; 4. Gauging of groundwater elevations and preparation of a groundwater and plume contour map; 5. The locations of any free-floating hydrocarbons; 6. Evaluate alternatives and provide recommendations for the treatment and restoration of contaminated soils and groundwater; i 7. Evaluate. the impact from said .release on all nearby groundwater' receptors, inclusive of town water supplies. 8. As per our telephone conversation of June 24, 1986, the Department requests that you arrange for the three (3) underground gasoline tanks and associated lines to be individually hydrostatically tested to determine tightness. Be advised that any tank and/or line that fails the hydrostatic test shall be immediately free of its contents and removed from service. If the Department does not hear from you within the time specified above, or if you or or persons acting on your behalf fail to act with the prescribed time, the Department will commence response actions and expect to recover from you to the extent of liability set forth above. r If you have any questions regarding this matter, you may contact Robert Kearns of this off ice. Very truly yours, Gerald A. Monte, Chief Solid and Hazardous Waste Section WRK/bh cc: James Colman, DEQE Office of Incident Response Board of Health 397 Ma_n Streot Hyannis, MA 02601 Barnstable Fire Department Hyannis, MA 02660 Water Supply :... . SERD ENSOL Environmental Solutions for Business David A.Wright PROJECT MANAGER dwrightown.net (978)670-0755 100 Treble Cove Road,Suite#5 FAX:(978).670-0767 Billerica,MA 01869 r , Health Complaints 11-Jan-02 Time: 10:45:00 AM Date: 1/11/2002 Complaint Number: 3229 Referred.To: DAVID STANTON Taken By: DANIELLE ST.PETER Complaint Type: ARTICLE XXXIX HAZARDOUS WASTE * Article X Detail: ILLEGAL OPERATIONS Business Name: Old gulf gas station Number: 725 Street: West Main st Village: HYANNIS Assessors Map. Parcel: Complainant's.Name: Hyannis Fire Dept. Address: Telephone Number: Complaint Description: Deputy Dean Mel arisen called in, during a routine tank removal, it was.discovered that there was another tank in the ground, as well as a strong fuel odor present. Actions Taken/Results: The hole was evaluated by David Bennett LSP, until further determination of cleanup can be conducted. The hole was lined with plastic, and backfilled until further work can be completed. On site was David Wright of ENSOL representing the town(attorney)for the purchase of the property. Further investigation to be done with the cleanup of this site. Donna also assessed the situation. ,I Investigation Date: 1/11/2002 Investigation Time: 11:00:00 AM ENSOL BENNETT R O'R EIL LY, Inc. Engmeenng&Environmental Services e Bnvironmenta[Sofutions for Business r . Ic' , David A. KARA M.RISK Wright PROJECT MANAGER Environmental Scientist dwright@wn,net 1573 Main Street,P.O.Box 1667,Brewster,MA 02631 \ 100 Treble Cove Road,Suite#5 (508)896-6630 Fax(508)896-4687 Billerica,MA 01862 (978)670-0755 FAX:(978)670-0767 INCIDENT REPORT (Extract NFIRS - 1) DELETE Hyannis F i f@ Department CHANGE FDID INCIDENT NO. EXP.NO. MO DAY YR DAY OF WEEK ALARM TIME ARRIVAL TIME TIME IN SERVICE 11922 900079 0 0 /01/90 Thjur•sday s 10:54 1.-ss II (tqa TYPE OF SITUATION FOUND TYPE OF ACTION TAKEN .- MUTUAL AID Spill, leak with rlct 3Ignit]Ciro 4i Remove hazard 4 REC'D GIVEN y W FIXED PROPERTY USE IGNITION FACTOR Ir u- Ptablic service staticirs 571 GASOLINE SPILL C), J J CORRECT ADDRESS ZIP CODE CENSUS TRACT a 725 MAIN STREET i)C�€>t)�SGi 2 O OCCUPANT NAME(LAST.FIRST.MII TELEPHONE ROOM OR APT. I'- HYANN I S GULF (.508)775-9622 W d OWNER NAME(LAST.FIRST,MI) ADDRESS TELEPHONE o CUMBE RLAN€'i F ARMS 777 DEDHAM ST. C14N T ON MA t S i 7 i 628-4:00 u METHOD OF ALARM FROM PUBLIC CO.INSPECTION _ SHIFT NO.OF ALARMS TEL—;'?3 3 direct to 'Fire depar'tmen 1 DISTRICT NO.OF FIRE PERSONNEL N0.OF ENGINES NO.AERIAL APPARATUS NO.OTHER VEHICLES RESPONDED 4 RESPONDED i RESPONDED 0 RESPONDED LL } W F I- J W Q NO.OF INJURIES - NO.OF FATALITIES N FIRE SERVICE OTHER 0 FIRE SERVICE _) OTHER 0 U U - COMPLEX - MOBILE PROPERTY TYPE cr (A AREA OF FIRE ORIGIN - EQUIPMENT INVOLVED IN IGNITION U C) d —J FORM OF HEAT IGNITION TYPE OF MATERIAL,IGNITED FORM OF MATERIAL IGNITED O Q £) 0 0 u METHOD OF EXTINGUISHMENT LEVEL OF FIRE ORIGIN 'ESTIMATED LOSS(DOLLARS ONLYI 0 0 �) NO.OF CONSTRUCTION TYPE STORIES 0 £') EXTENT OF FLAME DAMAGE r EXTENT OF SMOKE DAMAGE `) W 0 LL E U. DETECTOR PERFORMANCE SPRINKLER PERFORMANCE I.W. � - _ >c) - 0 J � d U TYPE OF MATERIAL GENERATING MOST SMOKE AVENUE OF SMOKE TRAVEL 0 IF SMOKE 0 �) U F SPREAD In BEYOND ROOM FORM OF MATERIAL GENERATING MOST SMOKE OF ORIGIN V IF MOBILE YEAR MAKE MODEL - SERIAL NO. LICENSE NO. PROPERTY 0 IF EQUIPMENT MAKE MODEL SERIAL NO. INVOLVED IN IGNITION 0 00 I OFFICER IN CHARGE(NAME. POSITION,ASGMT.) DATE ERIC PARRENKGPF CAPT. t) /oi/jU MEMBER MAKING REPORT DATE 1986 ARRAKIS PUBLISHING iL COMMENTS: RECIE+ED A CALL FROM .THE HYANNIS GULF STATION 725 MAIN STREET ©F A SMALL MASOLINE SPILL AROUND THE A PUMP ISLAND AREA UPON ARRIVAL HAD 14N APPDX TWO BALL-ON SPILL OF GASOLINE FROM A FAULTY PUMP �Nr`jLE LLED CLEANeD UP WITH SPEEDY DRY AND PLACED IN HA2-MATS DkUM AT THIS STATI0N STATION .ATTEND NT TO NOTIFY CUMBERLAND CORP TO HAVE NUILLE REPAIRED ENGINE 622 TO QTS 1 109 ERIC FARRENKOPF CAPT. C 2/01/90 j f JAN-17-2002 11:11 15083627103 15083627103 P.02 OF'pA ' Barnstable County Health Laboratory �s r�tetvs� ANALYTICAL REPORT FOR Barnstable Health Department Report Prepared for: Barnstable Health Department Thomas McKean P O Box 534 Hyannis, MA 02601 Order#: G0213185 No.of Samples: 2 Date Received: 01/16/2002 Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph:508-375-6605 01/17/2002 JAN-17-2002 11:14 15083627103 15083627103 P.09 Barnstable County Department of Superior Court House Realth and the Environment P. 0. Box 427 Barnstable, MA 02630 J (508) 375-6605;6612 Ae, CHAIN OF CUSTODY v CLIENT NAME: ADDRESS: PROJECT NAME: MAW 5T- SrAr�1iROJECT NIIMBER PROJECT SITE: SAMPLER: .,4 S.AA O DATE/ SAMPLE SAMPLE NO. OF ANALYSES COMMENTS TIME: NUMBER LOCATION, SAMPLES REQUIRED ►C - CATtJ4 BRS t nJ 2(,O� iC/ r 3 , Eg5T 14-e r(-00 B,�yNyrzj6a 4- l� RELI GUISHED BY: DATE/TIME: ECEIVED BY: DATE/TIME: LING ISHED BY: DATE/TIME: RECEIVED BY: DATE/TIME: I ec �D,Q TOTAL P.09 JAN-17-2002 11:11 15083627103 15083627103 P.01 BAANMBLE=UNTY DePAATmENr0FHEALTN AND THE EWRONMENT U StJPWIOq COLAtHCUSE POSTOFRCEWX427 .. URMTASM MASSACHUSEf75 02Ma GNUS PWft HUM A pn � - M�pN 38;i Mhu�rCimidl►� 33T PAX(SOB)3ai�t38 ' - T�(508138Z� C0 7 E R SHEET . TO . a�� Lc'; FROM c IJo w y h UMMER Or PAGES MiCLUDZNG COVER SHEET IF A PROBLEM DEVELOPS, CALL (508} 375-6605 CO S:: JAN-17-2002 11:13 15083627103 15083627103 P.06 s `QF s 4� CERTIFICATE OF ANALYSIS Page: 4 Barnstable County Health Laboratory Report Prepared For: Report Dated: 01/172002 Barnstable Health Department Order Number: G0213195 Thomas McKean P 0 Box 534 14yumis, MA 02601 Laboratory >D#: 021,3185-02 nese-intion. water Sample#: 10 Kb K4 SamDlinE 1&cation: East Cateb Basin Collected 01/16/21102 Collected by: S O'Brien Main$L,CulrStation Received 01/1612002 EPA 8260- Volatile Organics by GOMS+Ketones+ ITEM RESULT UNITS MDL MCL Method# Tested LAD.- GC1MS 1,1,1,2-Tetrachloroethane BRL ug/L 0.5 8260 01/16/2002 1,1,1-Trichloroethane BRL uclt- 0.5 8260 01/16/2002 1,1,2,2-Tetraehloroethane BRL ug/L 0.5 8260 01/16/2002 1,1,2-Trichloroethane BRL U91L 0.5 8260 01/16/2002 W-Dichloroethane BRL ur/L 0.5 8260 01/162002 1,1-Dichloroethene BRL U9/L 0.5 8260 01/16/2002 1,1-Dichloropropene BRL ug/L 0.5 8260 01/162002 1,2,3-Trichlorobenzene BRL ug/L 0.5 8260 01/162002 1,2,3-Trichloropropane BRL ug/L 0.5 8260 01/162002 1,2,4-Trichlorobenzene BRL ug/L 0.5 8260 01/162002 1,24-Trimethylbenzene BRL ug/L 0.5 8260 01/16noo2 1,2-Dibromo-3-chloropropa BRL ug/1. 0.5 8260 01/162002 1,2-Dibromoethane(EDB) BRL ug/L 0.5 . 8260 01/16/2002 1,2-Dichlorobenzene BRL ug/t. 0.5 8260 01/162002 1,2-Dicbloroethane BRL ua 0.5 8260 01/16/2002 1,2-Dichloropropane BRL ugAL 0.5 8260 01/162002 I,3,5-Trimethylbenzene BRL ug/L 0.5 9260 01/16a002 1,3-Dichlorobenzene BRL ug/L 0.5 8260 01/16/2002 1,3-Dichloropropane BRL ug/L 0.5 8260 01/162002 1,4-Dichlorobenzene BRL ug/L 0.5 8260 01/16/2002 2,2-Dichloropropane BRL ug/L 0.$ 8260 01/162002 2-Butanone BRL ug/L 20 8260 01/16/2002 2-Chlorotoluene BRL USIL. 0.5 9260 01/16/2002 Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph:508 375-6605 JAN-17-2002 11:13 15083627103 15063627103 P.07 Q�yOF 8��� CERTIFICATE OF ANALYSIS Page: S 4� Barnstable County Health Laboratory ..{t�CttuSt- Report Prepared For= Report Dated: 01/172002 Barnstable Health Department Order Number: G0213185 Thomas McKean P O Box 534 Hyannis, MA 02601 Laboratory ID#: 0213185-02 Destrintion: Water Sample ts: K3 K6 K4 Camplinu Location: East Catch Basin Collected 01/16/2002 Collected by: S O'Bricn Main St.,Gulf Station Receivcd 01nQ2002 2-Hexanone BRL ug/L 20 8260 OL/162002 4-Chlorotoluene BRL ug/L 0.5 9260 01/16/2002 4Methyl-2-pentanone BRL 1191 20 6260 01/16/2002 Acetone BRL ug/L 20 8260 01/162002 Benzene BRL ug/L 0.5 8260 01/16/2002 Bromobenzene BRL u911- 0.5 8260 01/162002 Bromochloromethanc BRL ug1L 0.5 8260 01/16/2002 Bromodlchloromethane BRL ug/L 0.5 8260 01/16/2002 Bromoform BRL ug/L 0.5 8260 01/162002 Bromomethane BRL ug/L 0.5 8260 01/162002 Carbon tetrachloride BRL ug11. 0.5 9260 01/16/2002 Chlorobenzene BRL n91L 0.5 8260 01/16/2002 Chloroethane BRL u€/l. 0.5 8260 01n6/2002 Chloroform BRL ug/L 0.5 $260 01/16/2002 Chloromethane BRL ae/1. 0.5 8260 01/16/2002 cis-1,2-Dichloroethene BRL u€!L 0.5 8260 01/16/2002 cis-1,3-Dichloropropene BRL ug/L 0.5 9260 01/16/2002 Dibromochloromethane BRL ug/L 0.5 8260 01/16/2002 Dibromomethane BRL ag/L 0.5 8260 01/16/2002 Dichlorodilluoromethane BRL . u8/1, 0.5 9260 01/16/2002 Ethylbenzene BRL ug/L 0.5 a260 01114002. Hexachlorobutadiene BRL ug/L 0.5 8260 01/16n002 Tsopropylbenzene BRL ug/L 0.5 8260 01/16/2002 Methyl-tert-butyl ether BRL ug/L. 2.0 8260 01/162002 Methylene chloride BRL US(L 0.5 8260 01/16/2002 n-Butylbenzene BRL ugll. 0.5 8260 01/16/2002 n-Propylbenzene BRL ug/L 0.5 8260 01/162002 Superior Court House, PO.Box 421, Barnstable, MA 02630 Ph:508-375-6605 JAN-17-2002 11:13 15083627103 15083627103 P.08 a CERTIFICATE OF ANALYSIS rage: 6 Barnstable County Health Laboratory Report Prepared For' Report Dated: 0111720C Barnstable Health Department Order Number: G0213195 Thomas McKean P O Box 534 Hyannis, MA 02601 Laboratory 1D sf: 0213185-02 D—riution: water Sample#• K3 K6 K4 Sampling Location; East Catch Basio Collected 01/16/2002 Collected.by: S O'Brien Main St.Gulf Station Rquived 01/t6/2002 Naphthalene BRL ug/L 0.5 8260 01/162002 p-Isopropyltoluene BRL ug/L 6.5 8260 01/162002 sec-Butylbenzene BRL ug/L 0.5 8260 01/16/2002 Styrene BRL ug/L 0.5 8260 01/162002 tert-Butylbemene BRL ugIL 0.5 8260 01116/2002 Tetrachloroethene BRL ug/L 0.5 8260 0111612002 Toluene BRL uZIL 0.5 8260 01/162002 Total xylenes BRL ug/L 0.5 8260 01/162002 trans-1,2-Dichloroethene BRL US/L 0.5 9260 01/162002 trans-1,3-Dic iloropropeue BRL uyl. 0.5 8260 01/162002 Trichloroethene BRL ug/L 0.5 8260 01/16/2002 Trichlorofluoroniethane BRL ug/L 0.5 8260 01/16/2002 Vinyl chloride BRL ug/L 0.1 8260 01/1612002 Approved By:.... .... - .........._ (Lab Director) f f/7�Zoot Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph:508-375-6605 JAN-17-2002 11:12 15083627103 15083627103 P.05 a�S�cF g Page: 3 CERTIFICATE OF ANALYSIS u Barnstable County Health Laboratory Report Prepared For: Report Dated: 01/17/2002 Barnstable Health Department Order Number: G0213195 Thomas McKean P O Box 534 .Hyannis, MA 02601 Laboratory 1D#: 0213185-01 Description: Water sample#: K5 1112 Sampling location: Writ Catch Basin Collected 01/16/2002 Collected by: S O'Brien Main St..Gulf Station Received 01/16/2002 Naphthalene BRL ug/L 0.5 8260 01/162002 p-Isopropyholuene BRL ug/L 0.5 9260 Oil 6/2002 sec-Butylbenzene BRL ug/L 0.5 8260 01/16/2002 Styrene BRL ug/L 0.5 8260 01/16/2002 tert-Butylbenzene BRL ug/L 0.5 $260 01/162002 Tetrachloroethene BRL ug/L 0.5 8260 01/16/2002 Toluene BRL ug/L 0.5 8260 01/162002 Total xylenes 1.3 USA, 0.1 8260 01/162002 trans-1,2-Dichloroethene BRL 119/1. 0.5 8260 01/16/2002 trans-1,3-Dichloropropene BRL 1.101 0.5 8260 01/i6f2002 Trichloroethene BRL ug/L 0.5 8260 01/162002 Trichlorofluoromethane BRL ug/L 0.5 $260 01/162002 Vinyl chloride BRL ug/L U 8260 01/16/2002 Superior Court Rouse, PO.Box 427, Barnstable, MA 02630 Ph:508-375-6605 JAN-17-2002 11:12 15083627103 15083627103 P.03 yOFg'� CERTIFICATE OF ANALYSIS Page: Barnstable County Health Laboratory Report Prepared For: Report Doted: 01/17/2002 Barnstable Health Department Order Number: G0213195 Thomas McKean P O Box 534 Hyannis, MA 02601 Laboratory ID#: 0213185-01 Description: Water Sample 0: K5 11 12 SamolinE Location: West Cateb Basin Collected 01/16/2002 Collected by: S O'Brien Main St.Golf$cation Received 01/16/M02 EPA 8260- Volatile Organics by GUMS+Ketones+ ITEM[ R�LT UNITS MDL MCi, Method 0 Tested LAB: GCIMS 1,1,1,2-Tetrachloroethane BRL ug/L 0.5 s26o 01/16/2002 1,1,1-Trichloroethane BRL ugn. 0.5 8260 01/16/2002 1,1,2,2-Tetrachloroethane BRL 41, 0.5 8260 01/16r2002 1,1,2-Trichloroethane BRL Ue/t. 0.5 8260 01/16/2002 1,1-Dichloroethane BRL ug/L 0.5 8260 01/16/2002 1,1-Dichloroethene BRL -Vi- 0.5 8260 01/16/2002 1,1-Dicb1oropropene BRL ug/L 0.5 8260 01/16/2002 1,2,3-Trichlorobenzene BRL ug/L 0.5 8260 01/10002 1,2,3-Trichloropropane BRL ugIL 0.5 8260 01/16no02 1,2,4-Trit hlorobenzene BRL ug/L 0s 8260 01 A 612002 1,2,4-Trimethylbenzene U ug/L 0.5 $260 01/16/2002 1,2-Dibromo-3-chloropropa BRL ug/L 0.5 8260 01/16/2002 1,2-Dibromoethane(EDB) BRL ug/L 0.5 8260 01/16/2002 1,2-Dichlorobcnzene BRL ug/L 0.5 9260 01/16/2002 1,2-Dichloroethane BRL ug/L 0.5 8260 01n6/2002 1,2-Dichloropropane BRL U&L 0.5 $260 01/16no02 1,3,5-Trimethylbenzene BRL ug/L 0.5 8260 01/162002 1,3-Dicblorobenzene BRL ugIL 0.5 8260 01/16/2002 1,3-Dichloropropane BRL ug/L 0.5 8260 07/162002 1,4-Dichlorobenzene BRL ug/L 0.5 8260 01/16/2002 2,2-Dichloropropane BRL ug/l. 0.5 8260 01/16/2002 2-Butanone BRL ug/L 20 8260 01/1612002 2-Chlorotoluene BRL uglL. 0.5 8260 01/16/2002 Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph:508-37.5-6605 JAN-17-2002 11:12 15083627103 15083627103 P.04 �Yr CERTIFICATE OF ANALYSIS ' Page: 2 Barnstable County Health Laboratory Re ort Pre ared For: Report Dated: 01/17/2002 Barnstable Health Department Order Number: G0213185 Thomas McKean P O Box 534 Hyannis, MA 02601 Laboratory m#: 0213185-01 ueser:otion: Water Sample#. K511 12 Sampling Location: West Catch Basin Collected 01/16/2002 Collected by: S O'Brien Maio St,Golf Station Received 01/16/2002 2-Hexanone BRL ug/L 20 8260 01/16/2002 4-Chlorotoluene BRL ug/L 0.5 8260 01/16/2002 4-Methyl-2-pentanone BRL ug/L 20 8260 01/16/2002 Acetone BRL u91L 20 8260 01/16/2002 Benzene BRL ug/L 0.5 8260 01/16/2002 Bromobenzene BRL ug/L 0.5 8260 01/16/2002 Bromochloromethane BRL U91L 0.5 8260 01/16/2002 Bromodichloromethane BRL ug/L 0.5 8260 01116/2002 Bromoform BRL ug/L 0.5 9260 01116n002 Bromomethane BRL ug/L 0.5 8260 01/16/2002 Carbon tetrachloride BRL XWL 0.5 9260 01116/2002 Chlorobenzene BRL USIL 0.5 8260 01/16/2002 ChIoroethane BRL uS/L 0.5 8260 01/16/2002 Chloroform BILL ug/L 0.5 8260 01116/2002 Chloromethnne BRL uS/L 0.5 $260 01/16/2002 cis-1,2-Dichloroethene BRL ug/L 0.5 8260 01/16/2002 cis-1,3-Dichloropropene BRL VIL 0.5 8260 01/16/2002 Dibromochloromethane BRL ugJL 0.5 8260 01/16/2002 Dibromomethane BRL ug/L 0.15 9260 01/16/2002 Dichlorodifluoromethane BRL u9/1. 0.5 8260 01/16/2002 Ethylbenzene BRL ns/L 0.5 9260 01/16/2002 Remchlorobutadiene BRL ug/L 0.5 9260 01/16/2002 Isopropylbenzene BRL net'. 0.5 9260 01/16/2002 Methyl-tert-butyl ether BRL. ug/L 2.0 8260 01/16/200. Methylene chloride BRL ug/L 0.5 8260 01/1612002 n-Butylbenzene BRL ug/L 0.5 8260 01/16/2002 u-Propylbenzene BRL ug/L 0.5 8260 01/16/2002 Superior Court House, PO.Bog 427, Barnstable, MA 02630 Ph:508-375-6605 RESERVED FOR REG/S TR Y 270 ' KEY MAP _ AA — T �a_o ----------------- / TEST WELL IN TEST ® WELL \/ EDGE OF PAVEMENT r _ / A/L� _ / CONCRETE // I PAD w lfTfifO CTA I I _ I NA! C8/OH - CU SCALE PROFESS/ONAL LAND SURVEYOR DATE TOWN ENG/NEER R. A . BURGMANN P.E. DRAWN BY : FI L E NUMBER