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0018 CENTER STREET - Health
T8 Center Street Sewer Acct# 1145 Hyannis A = 327 - 155 Ili 1 fl a i � 1 COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENERGY & ENVIRON RS DEPARTMENT OF ENVIRONMENTAL PRO �'I� � SOUTHEAST REGIONAL OFFICE ��JJ 20 RIVERSIDE DRIVE, LAKEVILLE, MA 02347 DEVAL L.PATRICK IAN A.BOWLES Governor Secretary TIMOTHY P.MURRAY LAURIE BURT Lieutenant Governor Commissioner December 18, 2008 Former Emerson's Cleaners RE: BARNSTABLE— BWSC/AP P.O. Box 1250 Former Emerson's Cleaners Mashpee, MA 02649 .718 Center Street, Hyannis ATTN: Diane Cloutier RTN'4-10971 Class B-1 Response Action Outcome NOTICE OF AUDIT REQUEST FOR SITE INSPECTION Dear Ms. Cloutier: --= The Department of Environmental Protection's Bureau of Waste Site Cleanup (MassDEPmthe Department) has selected the above referenced site for an Audit. The Dep rtment audits response actions conducted without Department oversight at oil and/or hazardous mate ial disposal sites, in order to ensure that these actions are meeting the requirements of M ssachus�tts laws and regulations, including Massachusetts General Law Chapter 21 E.and the M ssachu e3tts - Contingency Plan (the MCP), 310 CMR 40,0000. 'f.Q 1` An Audit Fact Sheet is attached (Attachment A) which outlines the audit process a d provides the citations in the MCP that relate to the audit process. Audit staff from the Southeast Regional Office will primarily focus the Response Action Outcome Statement, dated October 5, 2000, prepared by Atlantic Environmental Technologies, Inc., and received by the Department on October 17, 2000 for this audit evaluation. In addition, all documents available in Department records for the,site..may be evaluated during.this audit. The Department's evaluation of the sites compliance status will be based on the information provided in these documents. If you are aware of additional existing documentation relevant to the response actions being audited at the site, please submit the existing documentation to the Department within fourteen (14) days of your receipt of this Notice.- This information is available in alternate format.Call Donald M.Gomes,ADA Coordinator at 617-556-1057.TDD#866-539-7622 or 617-574-6868: _. DEP on the World Wide Web'http://www.mass.gov/dep'" Printed on Recycled Paper 1, Former Emerson's Cleaners, Barnstable,4-10971 2 Notice of Audit Request For Site Inspection The Department requests an appointment to inspect the site on Wednesday, January 9, 2009 at 10:00 am. The inspection will be conducted by Julia Sechen. You or a representative familiar with the site, and Toivo Lamminen, Jr., a Licensed Site Professional (LSP) familiar with the site, are requested to attend. Please call Julia Sechen within seven (7) days of receipt of this Notice at (508) 946-2791 to either confirm the appointment or to arrange an alternative date or time. The purpose of the inspection will be to evaluate the site conditions in relation to the information received by the Department. Preliminary audit findings based on the Department's file review may also be discussed during the site inspection. Audit Results After the site inspection and review of your responses to the Request for Information, the Department will evaluate whether the actions taken at the site are in compliance with the regulations and meet the performance standards needed to protect public health, safety, and the environment.- The Department's determination of compliance. will be based on ,the work performed as of the:date the submittal was received by MassDEP. You will receive a Notice of Audit Findings (NOAF) summarizing the results of the audit. If the Department finds that response actions were not conducted in compliance with the MCP, you will be notified of the actions needed to return to compliance. The Department may set deadlines which you will be expected to meet to correct any violations, or the Department may pursue higher level enforcement. _ If-you have any questions about this Notice, please call Julia Sechen at(508) 946-2791. The Department appreciates your anticipated cooperation in this matter. Sincerelye /erardR. artin, ief Site Management and Enforcement Section Bureau of Waste Site Cleanup - M/JS/re P:jsechen/NOAF/Enforcement/4-10971 NOA-final CERTIFIED MAIL #7008 0150 0003 5433 7277 Attachments: A. Audit Fact Sheet fc: Hyannis.Board of Selectmen - Hyannis Board of Health .,4 y 4. Former Emerson's Cleaners, Barnstable,4-10971 3 Notice of Audit fc: Toivo Lamminen,'Jr. Atlantic Environmental Technologies,Inc., LSP-of-Record Fax (781)721-4073 ec: Data Entry-Lara McLaughlin AUDCOM NOA :ice The Commonwealth of Massachusetts Division of Professional Licensure 239 Causeway Street, Boston, MA 02114 Board of Cosmetology + o www.state.ma.us/reg;/boards/hd , Phone: 617-727-3067 Fax: 617-727-1627 o^M SyO��W Massachusetts State Board Of Cosmetology May 26,2006 David Stanton Public Health Division 200 Main Street Hyannis,Massachusetts 02601 Dear Mr. Stanton: The Board of Registration of Cosmetology's Investigator Ann Marie Staunton on May 11,2006 inspected the Blaine Beauty School in Hyannis.The school has moved into their new building and Ms. Staunton found no violations of 240 C.M.R. at the time of her inspection. Should you have any questions or concerns about this matter,please do not hesitate to contact Helen Peveri at the Board(617-727-4095). Sincerely yours, Helen Peveri,Executive Director Board of Registration Of Cosmetology �Fa C� YOU WISH TO OPEN A BUSINESS? For Your information: Business certificates(cost$40.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L.-it does not give you permission to operate.) You must.first obtain the necessary signatures on this format 200 Main St., Hyannis. Take the completed form to the Town Clerk's Office, 1 st FI., 367 Main St., Hyannis, MA 02601 (Town Hall) and get the Business Certificate that is required by law. DATE: 4/11/2017 Fill in please: NAME/S. Harry Bhoorasingh YOUR APPLICANT'S BUSINESS YOUR HOME ADDRESS: 690 Utica Avenue,Brooklyn,NY 11203 µ.`-•'I!°.'=ice: W. (866)735-6002 f3 TELEPHONE # Home Telephone Number Vr ��•c" : , . .i, •? . E-MAIL: hbhoorasingh@jnousa.com NAME OF CORPORATION: JN Money Services(USA) NAME OF NEW BUSINESS JN Money services(USA)Inc, TYPE OF BUSINESS oney ransmission IS THIS A HOME.00CUPATION? YES NO X ADDRESS OF BUSINESS. MAP/PARCEL NUMBER � 7 /S S [Assessing] / r 4 02(pp� When starting a new business there are several things you must do in order to'bb in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. — (corner of Yarmouth Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING COM!1hj.aerj R'S OFFICE �J This individuinf r of n per it requirements that pertain to this type of business•ized Signatu * n COMMENTS: 2. BOARD OF HEALTH This individual has been informed of h mit requirements that pertain to this type of business. Authorized Signet •e* COMMENTS: 3. CONSUMER AFFAIRS(LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature* COMMENTS: No. Fee$ 3 0. 0 0 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS 01ppfication for ;Dtgpoga1 *pgtem Congtruction,permit Application is hereby made for a Permit to Construct( )or Repair( )an On-site Sewage Disposal System at: Location Address or Lot No. Owner's Name,Address and Tel.No. 775-2989 18 Center Street Hyannis Snow White Laundry Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. J.P.Macomber Jr. 508-775-3338 Same Type of Building: Dwelling No.of Bedrooms Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Description of Soil Sand & Gravel Nature of Repairs or Alterations(Answer when applicable) 1 —1_ n�n 11 on H 2 O srr P a G P t,-rai Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued y this Bo d o Heal . Signed Date 12111 g 5 Application Approved by Application Disapproved for the following reasons Permit No. �-� Ap 6 � Date Issued r�.r-+-w+/ •�.• .... �.., , y,....„„ �"!'-��:..t+,-�,,.y� ... '� .yy a"'-^-•'-'*`.•�,,,..:'(r-•�. ��.....-. tM... ._. .,r'�n;,.-r-...'fir..�*' .�«w:."^9__ti .. 7r'"i _�cr . No. Fee.$ 30.00 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS 0(ppYicatton for Mtgoal *p9tem Cougtructiou,permit Application is hereby made fora Permit to Construct( )or Repair( )an On'site Sewage Disposal System at: Location Address or Lot No. Owner's Name,Address and Tel.No. t 775-2989 18 Center Street HyannisSnow White Laundry Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. J.P.Macomber Jr. 508-775-3338 Same Type of Building: Dwelling No.of Bedrooms Garbage Grinder( ) Other . Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Description of Soil Sand & Gravel Nature oR'epairs or Alterations(Answer when applicable) i-1000 ga I on H2O graa Qa traT r' Date last inspected: ' ! ' Agreement: ,The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued y this Bo d of Heal Signed . Date 1 2/1 1 9 Application Approved by Application Disapproved for the following reasons t Permit No... '� �O s Date Issued 'THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System installed(X )or repaired/replaced( )on q 12/11 /95 by J.P. Macomber Jr, far White Sails t as 18 Center Street Hyannis ,Mass has been constructed}'n ac ordance a with the provisions of Title 5 and the for Disposal System Construction Permit No. rr'r-/,4 6 / dated ���� Use of this system is conditioned on compliance with the provisions set forth below: --2 rl No. — I ✓Jt y . Fee $ 3 0. 0 0 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION BARNSTABLE, MASSACHUSETTS x0i5pogal 6potem Construction Permit Permission is hereby granted to J.P.Ma e o m h e r Jr. to construct:( )repair( )an On-site Sewage System located at 18 Can tar S t.r a a t tiva n n i Q .Mn s e _ and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. All construction must be completed within two years of the date below. ! Date: �a /�S Approved by I` Commonwealth of Massachusetts Executive Office of Environmental Affairs Department of Environmental Protection ' Southeast Regional Office William F.Weld Governor Trudy Coxe Secretary,EOEA Thomas B. Powers Acting Commissioner URGENT LEGAL MATTER: PROMPT ACTION NECESSARY CERTIFIED MAIL: RETURN RECEIPT REQUESTED April 18 , 1995 0 Augusta F . ' Nickerson Trust RE : BARNSTABLE--BWSC C/O Cape Cod Bank and Trust Co. Property 307 Main Street 18 Center Street P .O. Box 700 Release Tracking # 4-10971 Hyannis, Massachusetts 02601 NOTICE OF RESPONSIBILITY M.G.L. c . 21E, 310 CMR 40 . 0000 ATTENTION: Richard Bussiere On November 9, 1994 , the Department of Environmental Protection (the "Department" ) received an Oil and Hazardous Material Release Notification Form ( "RNF" ) which indicates that a release of hazardous material has occurred at the location referenced above . Accompanying the RNF was , a report entitled: " SITE ASSESSMENT REPORT RELATIVE TO HAZARDOUS MATERIAL FOR THE PROPERTY LOCATED AT 18 CENTER STREET HYANNIS, MASSACHUSETTS 02601 " The report was dated February 18, 1994 , and prepared by K-V Associates of Falmouth, Massachusetts . The Massachusetts Oil and Hazardous Material Release Prevention and Response Act, . M.G.L. c . 21E, and the Massachusetts Contingency Plan (the "MCP" ) , 310 CMR 40 . 0000, require the performance of response actions to prevent harm to health, safety, public welfare and the environment which may result from this release and/or threat of release and govern the conduct of such actions . The purpose of this notice is to inform you of your legal responsibilities under State law for assessing and/or remediating 20 Riverside Drive 9 Lakeville,Massachusetts 02347 • FAX(508)947-6557 0 Telephone (508) 946-2700 1 l -2- the release at this property. For purposes of this Notice of Responsibility, the terms and phrases used herein shall have the meaning ascribed to such terms and phrases by the MCP unless the context clearly indicates otherwise . The Department has reason to believe that the release and/or threat of release which has been reported is or may be a disposal site as defined by the M.C. P. The Department also has reason to believe that you (as used in this letter, "you" refers to Augusta Nickerson Trust) are a Potentially Responsible Party (a "PRP" ) with liability under M.G.L. c . 21E §5 , for response action costs . This liability is "strict" , meaning that it is not based on fault, but solely on your status as owner, operator, generator, transporter, disposer or other person specified in M.G.L. c . 21E §5 . This liability is also "joint and several meaning that you may be liable for all response action costs incurred at a disposal site regardless of the existence of any other liable parties . The Department encourages parties with liabilities under M.G.L. c . 21E to take prompt. and appropriate actions in response to releases and threats of release of oil and/or hazardous materials . By taking prompt action, you may significantly lower your assessment and cleanup costs and/or avoid liability for costs incurred by the Department in taking such actions . You may also avoid the imposition of, the amount of or reduce certain permit and/or annual compliance assurance fees payable under 310 CMR 4 . 00 . Please refer to M.G.L. c . 21E for a complete description of potential liability. For your convenience, a summary of liability under M.G.L. c . 21E is attached to this notice . You should be aware that you may have claims against third parties for damages, including claims for contribution or reimbursement for the costs of cleanup. Such claims do not exist indefinitely but are governed by laws which establish the time allowed for bringing litigation. The Department encourages you to take any action necessary to protect any such claims you may have against third parties . Information on file with the Department indicates that the following conditions exist relative to this disposal site : 1 . The property consists of a 0 . 74 acre parcel of land located in Hyannis and designated on Assessor' s Map #327 , Parcel #155 . The onsite building was constructed in 1966 and was used as a dry cleaners until 1993 . Presently, the site is occupied by the Blaine Hair School . 2 . The site is located within the Zone II for a municipal water supply well . f. -3- 3 . On January 27, 1994 , four monitoring wells (MW-1, MW-2 , MW-3 , and MW-4) were installed on the property. Groundwater flow beneath the site was determined to flow to the south, towards Lewis Bay. 4 . Analysis of groundwater samples collected from the site on January 27, 1994 , revealed the following contaminants in concentrations which exceed the applicable Reportable Concentrations for Groundwater Category 1 (RCGW-1) per 310 CMR 40 . 1600 : CHEMICAL CONCENTRATION LOCATION RCGW-1 Tetrachloroethene 190 ug/1 MW-1 5 ug/1 Tetrachloroethene 18 ug/l MW-2 5 ug/l Tetrachloroethene 23 ug/1 MW-3 5 ug/l Tetrachloroethene 49 ug/1 MW-4 5 ug/l This site shall not be deemed to have had all the necessary and required response actions taken for it unless and until all substantial hazards presented by the release and/or threat of release have been eliminated and a level of No Significant Risk exists or has been achieved in compliance with M.G.L. c . 21E and the MCP . Specific approval is required from the Department for the implementation of all Immediate Response Actions ( " IRA" ) , pursuant to 310 CMR 40 . 0410 . Assessment activities, the construction of a fence and/or the posting of signs are actions that are exempt from this approval requirement . Unless otherwise provided by the Department, potentially responsible parties ( "PRP' s" ) have one year from the initial date of notification to the Department of a release or threat of a release, pursuant to 310 CMR 40 . 0300 , or from the date the Department issues. a Notice of Responsibility, whichever occurs earlier, to file with the Department one of the following submittals : (1) a completed Tier Classification Submittal ; (2) a Response Action Outcome Statement or, if applicable, (3) a Downgradient Property Status . The deadline for either of the first two submittals for this disposal site is November 9, 1995 . If required by the MCP, a completed Tier I Permit Application must also accompany a Tier Classification Submittal . The MCP requires that a fee of $750 . 00 be submitted to the Department when a Response Action Outcome ( "RAO" ) statement is filed greater than 120 days from the date of notification. •` i O a 7 ;9 -4- You must employ or engage a Licensed Site Professional ( "LSP" ) to manage, supervise or actually perform the necessary response actions at this site. You may obtain a list of the, names and addresses of LSPs from the Board of Registration of Hazardous Waste Site Cleanup Professionals at (617) 556-1145 . If you have any questions relative to this notice, please contact Dan Crafton at the letterhead address or at 508-946-2721 . All future communications regarding this release must reference the following Release Tracking Number: 4-10971 . Very`. truly ours, Richard F. Packard, Chief Emergency Response / Release Notification Section Y1 P/DC/j t CERTIFIED MAIL #Z001 192 580 RETURN RECEIPT REQUESTED Attachments : Summary of Liability under M.G.L. c . 21E cc : Town of Barnstable 367 Main Street Hyannis, MA 02601 ATTN: Warren J. Rutherford, Town Manager Board of Health 367 Main Street Hyannis, MA 02601 ATTN: Brian R. Grady, R. S . , Chairman Board of Fire Commissioners Hyannis, MA 02601 DEP - SERO ATTN: Andrea Papadopoulos, Deputy Regional Director lak- PAUL C. HIGGINS, INC. - INSURANCE ADJUSTERS - Richard J. McKenna, President 250 State Street, Unit B-1, North Haven, CT 06473 TELEPHONE (203)281-4554 FAX(203)288-4481 INTERNET:www.pchiggins.com/E-MAIL: info@pchiggins.com May 22, 2003 Mr. Samuel White Town of Barnstable Public Health Division 200 Main Street Hyannis, MA 02601 Re: Our Principal: Interested Underwriters at Lloyd's, London t c/o Insurance Innovators�Agency of N.,E' 'Inc. Inc. {Claim No 03 103 U. Policy No. LLP3232 01, { DAL Realty Trust r, D/L: 12/31/2002:, Type Loss: Windstorm/Water Damage Loss Location: 18 Center Street, Hyannis, MA Agent: Florists Insurance Services, Inc. of Massachusetts Our File: A3-010035-08P Dear Mr. White: This follows our correspondence dated April 14, 2003. To date, we have not had a response. I enclose a copy of our prior correspondence, for your easier review. F\,_ Would you please respond at your earliest,convenience. We would appreciate your input, to Y assist in-our.investigation concerning this claim, in order to evaluate coverage for Dal Realty Trust, under the rjpolicy of insurance, pursuant,tortheir claim for:d'amages.,occurririg on, or about Y December 3.1,2002 _2_ Thank you in advance for your cooperation. Very truly yours, INTERESTED UNDERWRITERS AT LLOYD'S, LONDON c/o INSURANCE INNOVATORS AGENCY OF NEW ENGLAND, INC. By Pau - . Higgins, Inc., Insurance Adjusters D e, Adjuster ( t. 108) delcade@pchiggins.com DC/lb—Enc. cc: Ms. Sharon Motyl Insurance Innovators Agency of New England, Inc. 30 Capital Drive, Suite B P.O. Box 680 West Springfield, MA 01090 PAUL C. HIGGINS INC. - INSURANCE ADJUSTERS - RichardJ. McKenna, President 250 State Street, Unit B-1, North Haven, CT 06473 TELEPHONE (203)281-4554 FAX(203)288-4481 INTERNET:www.pchiggins.com/E-MAIL: info@pchiggins.com April 14, 2003 Mr. Samuel White Town of Barnstable Public Health Division 200 Main Street Hyannis, MA 02601 Re: Our Principal: Interested Underwriters at Lloyd's, London c/o Insurance Innovators Agency of N.E., Inc. Claim No.: 03-103 Policy No.: LLP3232-01 Insured: DAL Realty Trust D/L: 12/31/2002 Type Loss: Windstorm/Water Damage Loss Location: 18 Center Street, Hyannis, MA Agent: Florists Insurance Services, Inc. of Massachusetts Our File: A3-010035-08P Dear Mr. White: Please be advised that our firm represents the interests of Interested Underwriters at Lloyd's, London, c/o Insurance Innovators Agency of New England, Inc., concerning the captioned claim. A copy of your letter forward to DAL Realty Trust dated March 21, 2003, has been forwarded to the undersigned's attention. Your letter indicates that water damage sustained to the building known as 18 Center Street, Hyannis, MA, was not a result of water below the surface of the ground; but rather from "rainwater." Please advise if your involvement in this matter has established how the "rainwater" entered the building. -2- Thank you in advance for your assistance, and please contact me at your earliest convenience to discuss this matter. Very truly yours, INTERESTED UNDERWRITERS AT LLOYD'S, LONDON c/o INSURANCE INNOVATORS AGENCY OF NEW ENGLAND, INC. By Paul C. Higgins, Inc., Insurance Adjusters Del Cade, Adjuster (Ext. 108) delcade@pchiggins.com DC/sk cc: Ms. Sharon Motyl Insurance Innovators Agency of New England, Inc. 30 Capital Drive, Suite B P.O. Box 680 West Springfield, MA 01090 A -� Town of Barnstable Regulatory Services � Thomas F. Geiler,Director ` � � Public Health Division Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 March 21, 2003 DAL Realty Trust c/o H. Roneck P.O. Box 1250 Mashpee, MA 02649 Per the request of Joe Laplante, Building Supervisor, this letter is being written to show that the cause of the water damage at the Blaine Beauty School, 118 Center Street, Hyannis,MA was possibly from rainwater. A Response Action Outcome (RAO) Statement Report was performed by Atlantic Environmental Technologies, Inc. in October 2000. This report stated that the depth to groundwater elevation in the immediate vicinity of 118 Center St. is "approximately fourteen (14) feet Below Ground Surface (BGS) with groundwater flow to the south/southeast towards Lewis Bay." Multiple groundwater samples were taken at the site to confirm this data. Therefore, the Barnstable Public Health Division does not feel that the water damage was the result of high groundwater, but rather rainwater. If you have any questions regarding this letter, please call the Barnstable Public Health Division at(508) 862-4644. Sincerely, Samuel H. White Q :HealdiAW/Roneck 4 ' Town of Barnstable ' f Regulatory Services ate' Thomas F. Geiler,Director Public Health Division Thomas McKean, Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 \J��� �� S��� Fax: 508-790-6304 January 10, 2003 DAL Realty Trust s� �+�" c/o H. Roneck `� P.O. Box 1250 Mashpee, MA 02649 NOTICE TO ABATE VIOLATIONS OF 105 CMR 410.000 STATE SANITARY CODE II - MINIMUM STANDARDS OF FITNESS FOR HUMAN HABITATION The property owned by you located at 18 Center St. (Blaine Beauty School end of building) Hyannis, was inspected on January 8, 2003 by Sam White and David Stanton, Health Inspectors for the Town of Barnstable, because of a complaint. The following violation,of the State Sanitary Code was observed: 105 CMR 410.500: Chronic dampness in basement classroom and offices. Rainwater seeps into dwelling via basement wall and floor during rainy periods. You are directed_to correct the violations within thirty (30) days of your receipt of this notice,by eliminating further seepage and chronic dampness into the dwelling. You may request a hearing before the Board of Health if written petition requesting same is received within ten (10) days after the date the order is served. Non-compliance could result in a fine of up to $500.00. Each day's failure to comply with an order shall constitute a separate violation. PER ORDER OF HE BOARD OF HEALTH J omas A. McKean, R.S. Director of Public Health Town of Barnstable Q:HealdVYR/Roneck Health Complaints 28-Dec-05 Time: 8:45:00 AM Date: 12/9/2005 Complaint Number: 18571 Referred To: DAVID STANTON Taken By: ELLEN WADLINGTON Complaint Type: ARTICLE XXXIX HAZARDOUS WASTE Article X Detail: UNSANITARY CONDITIONS Business Name: BLAINE BEAUTY SCHOOL Number: 18 Street: CENTER STREET Village: HYANNIS Assessors Map_Parcel: Complaint Description: 30+ STUDENTS CRAMMED DOWNSTAIRS USING CHEMICALS INADEQUATE VENTILATION AND MOLD IS GROWING ON WALLS DOWNSTAIRS. SHE HAS DEVELOPED HEADACHES, ETC. SINCE ATTENDING CLASSES Actions Taken/Results: DS NOTICED THIS COMPLAINT IN THE DATABASE, BUT DID NOT SEE IT IN HIS INBOX, THUS THE DELAY IN RESPONSE. DS MAILED THIS COMPLAINT TO THE STATE DIVISION OF PROFFESIONAL LICENSURE, OFFICE OF INVESTIGATIONS ON 12/28/2005 Investigation Date: 12/28/2005 Investigation Time: 9:35:00 AM 1 COMMONWEALTH OF MASSACHUSETTS DIVISION OF PROFESSIONAL LICENSURE ; J OFFICE OF INVESTIGATIONS � g Application for Complaint 617-727-7406 www.mass.gov/reg Date Received(stamp): Entered into the Database(Date): / / Docket#: Acknowledgement letter sent(Date): / / Signature: ---------------------------------------------------------------------------------------------------------------------- Please complete this form as fully as possible.(PLEASE DO NOT WRITE ABOVE LINE.)Please type or print legibly in ink. SUBMITTED BY: Name: b,��t�17��! �(A vi CJ' L J Last Name .�T j_ First Name / M.I. Address:_ t)o 44ti `� _54r_ Number Street Daytime Phone i yG rl^iS 6 City State Zip Code Evening Phone Best way to reach you: ❑Evening Phone gDaytime Phone KE-mail: do v%cl.57�,,�o @ 40 wo. h1wr5jbl2,Mel. vS LICENSEE SEEKING COMPLAINT AGAINST(use separate(form for each licensed individual): Name: i n & er`n r c,✓I Last Name First Name M.I. ,�vSine Number Street - ! Co V�D�ay7`tjvim(/eo Pho� a 026o/ City, State Zip Code License Number/ pe Class Busmess Name Business Address Daytime Phone I L,o,,.,I`r #/,62 City I State Zip Code Business License#/Type Class Please check the trade or profession that this application for complaint pertains to Accountant Funeral Director Optometrist _ Aesthetician Gas Fitter Physical Therapist Architect —,X Hair Salon Physical Therapist Assistant Athletic Trainer h Hair Stylist Plumber Audiologist/Speech Language Health Officer Podiatrist Pathologist Hearing Aid/Instrument Psychologist Barber Radio/TV Tech. Barber Shop Home Inspector /X_ p Real Estate Agent/ Chiropractor Land Surveyor p Landscape Architect Broker/Salesperson Dietitian/Nutritionist Real Estate Appraiser Dispensing Optician Manicure Salon Rehab.Counselor Drinking Water Manicurist Sanitarian Ed. Psychologist Marriage&Family Therapist Social Worker Electrician Mental Health Counselor Veterinarian Electrologist Occupational Therapist Engineer Occupational Therapist Fire-er-RurgJar Alarm Assistant �✓ aSM 4 1�� Sr G�v� __....__. Page 1 of 2 a Description of the incident(s): Briefly describe the incident(s) that led to your application for complaint and note the times and dates that events occurred.List the na Imes of all individuals involved.Please attach additional pages if needed. 12 e � -l� (y 6 M am 'tee„ v w 1)c,dsir �I NPc D T l�n�D(a,' t'r �0 -71 30+ S`�vc���f Crc,yme(J/ O(ownJ1� YS USA U w u L14,k nrerer+ t Heg' ac(V! etc , (Please use a separate sheet if necessary.Do not write in the margins.) Additional information or materials attached XYes ❑No To speed up the application for complaint process,submit legible copies(not the originals)of all relative documents supporting your application(e.g.contracts,medical records,cancelled checks,etc.).You will receive an acknowledgement letter notifying you if a complaint is issued based on your application.If a complaint is not issued, you will receive information on additional resources that may be available to you. AUTHORIZATION FOR RELEASE OF RECORDS AND FORM REFERRAL My signature to this form,or a photocopy thereof,authorizes the Division of Professional Licensure to: (1)receive copies of all medical,dental and mental health records relating to my application for complaint,and(2)to refer my application for complaint to other appropriate law enforcement authorities to investigate and/or prosecute. Please note that all applications for complaints are examined to determine their factual basis. The act of filing an application for complaint does not assure or imply that disciplinary action will be taken against the licensee. I att at t information ovided is true,correct and complete to the best of my knowledge. ZS, a 0c, a o 0 S' ature Date Mail this form to: Division of Professional Licensure,Office of Investigations 239 Causeway St.,Suite 400 Boston,MA 02114 Page 2 of 2 Health Complaints 28-Dec-05 Time: 8:45:00 AM Date: 12/9/2005 Complaint Number: 18571 Referred To: DAVID STANTON Taken By: ELLEN WADLINGTON Complaint Type: ARTICLE XXXIX HAZARDOUS WASTE Article X Detail: UNSANITARY CONDITIONS Business Name: BLAINE BEAUTY SCHOOL Number: 18 Street: CENTER STREET Village: HYANNIS Assessors Map_Parcel: Complaint Description: 30+ STUDENTS CRAMMED DOWNSTAIRS USING CHEMICALS INADEQUATE VENTILATION AND MOLD IS GROWING ON WALLS DOWNSTAIRS. SHE HAS DEVELOPED HEADACHES, ETC. SINCE ATTENDING CLASSES Actions Taken/Results: DS MAILED THIS COMPLAINT TO THE STATE DIVISION OF PROFFESIONAL LICENSURE, OFFICE OF INVESTIGATIONS ON 12/28/2005 Investigation Date: Investigation Time: 1 a Home l: Pit p I Tomlbox f tt,leaAN ) Name:PAUL Business:BLAINE THE BEAUTY CAREER FINKELSTEIN SCHOOLS HYANNIS, MA **This Licensee has additional Licenses click here to view them.** License 162 Status:Current Number: Licensing Cosmetology License Type:Cosmetology School Board: Issue Date:6/30/2004 Expiration 12/31/2006 Date: School: Exam Date: This web site displays disciplinary actions dating back to 1993. This license has had no disciplinary actions taken during this time. :�. K.�,. . it'll 112111 . Division of Professional Licensure 239 Causeway Street Boston,Massachusetts 02114 Phone: (617)727-3074 Please send your technical questions or comments about this web site to REG.WebMaster@State.ma.us Disclaimer Privacy Policy Enforcement Process Glossary (min C ENVIRONMENTAL TECHNOLOGIES, INC. 1 1 1 1 � Engineers & Environmental Scientists 1 1 1 � 1 1 1 A) Atlantic ENVIRONMENTAL TECHNOLOGIES,INC. ENGINEERS&ENVIRONMENTAL SCIENTISTS October 11, 2000 Mr. Jonathan Hobill MADEP Southeast Regional Office 20 Riverside Drive Lakeville, MA 02347 RE: RAO Report Submittal Former Emerson's Cleaners 18 Center Street,Hyannis,MA MADEP RTN 4-10971 Dear Mr. Hobill: On behalf of Ms. Diane Cloutier, the new owner of the Former Emerson's Cleaners site, Atlantic Environmental Technologies, Inc. (AET) is pleased to submit the enclosed Response Action Outcome Report and the MADEP Response Action Outcome Statement Transmittal Form (B W SC-104). The Class B-1 RAO Report and statement attached was reached as a result of site assessment which determined that a condition of No Significant Risk exist and therefore, no remedial actions are necessary. Should you have any questions or require additional information, please do not hesitate to contact the undersigned at you convenience. Sincerely, ATLANTIC ENVIRONMENTAL TECHNOLOGIES, INC. .� nr Toivo A. Lamminen, r. Principal/Licersed Site Professional William R. Hoyetinail ! Division Manager enc: RAO& MADEP RAO Transmittal Form BWSC-104 RAO Filing Fee(Copy of check) cc: Ms. Diane Cloutier, Former Emerson's Cleaners John C. Klimm, Barnstable Town Manager Thomas McKean, Barnstable Board of Health PO.Box 1051 Whaling National Park Sandwich,MA 02563 13 Hamilton Sheet (508)88 8-9 9 �l w New Bedford,MA 02740 Fax (508)992-6300-FaK 992 5533 Email:adeinc @ ca pe.com www.atianticcompanies.com Email:aetinc @ rcn.com a tlrianti c ' ENVIRONMENTAL TECHNOLOGIES,INC. ENGINEERS&ENVIRONMENTAL SCIENTISTS o � i! ( r;0 O'ET REG10N RESPONSE ACTION OUTCOME ' STATEMENT (RAO) REPORT Former Emerson Cleaners ' 18 Center Street Hyannis,MA DEP RTN #4-10971 ' Prepared for: Massachusetts Department of Environmental Protection Southeast Regional Office 20 Riverside Drive Lakeville, MA 02347 Prepared By: ' Atlantic Environmental Technologies, Inc. 13 Hamilton Street New Bedford, MA 02740 October 5,2000 AET Job No. 5786.01 ' PO.Box 1051 Whaling National Park Sardwti MA 02563 13 Hamifton Street (�)� ��� New Bedford MA 02740 (5W)992-M•Fax 992-5533 Emal:adeinc @ cape.com wwwcdianticcompanies.com ErrcH:aefinc@rcn.com RAO:RTN 4-10971 Former Emerson Cleaners Atlantic® 18 Center St.,Hyannis,MA ' October 5,2000—Page i RESPONSE ACTION OUTCOME ' STATEMENT (RAO) REPORT Former Emerson Cleaners 18 Center Street ' Hyannis, MA DEP RTN # 4-10971 I � Eric G. Cardinal ' Environmental Scientist I 4- 1 , William R. Ho erman P.y G Division Manager I . Toivo A. Lamminen, Jr. Licensed Site Professional (LSP # 6846) ' RAO:RTN 4-10971 Former Emerson Cleaners :&)Litlantic® 18 Center St.,Hyannis,MA October 5,2000-Page ii RESPONSE ACTION OUTCOME STATEMENT (RAO) REPORT Former Emerson Cleaners 18 Center Street Hyannis, MA ' DEP RTN # 4-10971 1.0 INTRODUCTION.......................................................................................................................................1 ' 1.1 STATEMENT OF COMPLIANCE.....................................................................................................................2 2.0 SITE DESCRIPTION.................................................................................................................................2 2.1 SITE DESCRIPTION.....................................................................................................................................2 2.2 CRITICAL EXPOSURE PATHWAYS(CEPS)...................................................................................................3 2.3 SURROUNDING RECEPTORS........................................................................................................................3 ' 2.4 GEOLOGY/HYDROGEOLOGY.....................................................:................................................................3 2.5 GROUNDWATER CLASSIFICATION..............................................................................................................3 3.0 EPA RESPONSE ACTIONS..................... ........................................................................................4 4.0 ANALYTICAL DATA.................................................................................................................... i 4.1 HISTORICAL SAMPLING.............................................................................................................................4 .4.2 RECENT SAMPLING....................................................................................................................................8 ' 5.0 REMEDIATION/WASTE MANAGEMENT...........................................................................................10 6.0 RAO COMPLETION STATEMENT/CONCLUSION............................................................................10 7.0 REFERENCES.......................................................................................................................................... 11 Y , I i RAO:RTN 4-10971 ® Former Emerson Cleaners i lanric 18 Center St.,Hyannis,MA October 5,2000—Page iii Fi ures Figure 1: Site Locus Map tFigure 2: Site Layout Figure 3: MADEP BWSC Priority Resource Map Table ' Table 1: Subsurface Investigation Soil Data Summary—March 1995 Table 2: Subsurface Investigation Groundwater Data Summary—March 1995 Table 3: Underground Storage tank Removal Data Summary-May 1995 Table 4: Phase II Soil Data Summary—November 1995 Table 5: Phase II Groundwater Data Summary—November 1995 Table 6: RAO Groundwater Data Summary—August 2000 Table 7: RAO Soil Data Summary—August 2000 Table 8: RAO Soil Data Summary—September 2000 P ' Table 9: RAO Soils Averaging Summary—0 to 3 Feet BSG Table 10: RAO Soils Averaging Summary—0 to 15 Feet BSG �! Appendices Appendix A: Environmental First Search Maps (Hyannis) Appendix B: Laboratory Analytical (August & September 2000) Appendix C: AET Groundwater Monitoring Well Sampling Logs (August 2000) Appendix D: AET Soil Boring Logs (August & September 2000) tAppendix E: MADEP RAO Statement (BWSC 104) ' RAO:RTN 4-10971 MLitianticFormer® Emerson Cleaners 18 Center St.,Hyannis,MA October 5,2000—Page 1 1.0 INTRODUCTION ' This Class B-1 Response Action Outcome Statement (RAO) is submitted on behalf of Ms. Dianne Cloutier for the former Emerson's Cleaners property located at 18 Center Street in ' Hyannis, Massachusetts (Figure 1). Atlantic Environmental Technologies, Inc. (AET) has been retained by Ms. Cloutier to provide Licensed Site Professional(LSP) and engineering services. ' Multiple assessments have been performed on the subject property. The groundwater classification at the site has changed from GW-1, GW-2 & GW-3 to GW-2 and GW-3 due to the Massachusetts Department of Environmental Protection (MADEP) reclassification of ' groundwaters in highly urbanized land use or populated areas. The GW-1 classification was changed to a Non-Potential Drinking Water Source Area by MADEP in 1996. These assessments have indicated that impacted groundwater at the site is below the newly designated MADEP Cleanup Standards for GW-2 and GW-3. i Analytical Results of groundwater samples in a report entitled "Site assessment Report Relative to Hazardous Material for the Property Located at 18 Center Street, Hyannis, Massachusetts 02601" by K-V Associates, Inc. (K-V) of Falmouth, Massachusetts dated February 18, 1994, indicated that Tetrachloroethene (PCE) was detected at levels ranging from 18 to 190 parts per billion (ppb). The Reportable Concentration (RC) for PCE in a GW-1 groundwater area was 5 ppb, as outlined in 310 CMR 40.1600, the 1995 Revised Massachusetts Contingency Plan (MCP). Thus, a Release Notification was required to be filed with the DEP. Since the groundwater reclassification by MADEP in 1996, these results are now below the required MADEP GW-2 and GW-3 Cleanup Standards. ' A Subsurface Investigation conducted by AET in March 1995 found that PCE levels in both the soil and the groundwater exceeded the RCs for S-1 and GW-1 Standards. TCE, cis-1,2- Dichloroethene (cis-1,2-DCE), and chloroform were detected in soil and groundwater samples across the site, though they did not exceed the RCs. Since the area has been reclassified since that time, the levels of PCE found on the site do not exceed the MADEP S-1/GW-2 or S-1/GW-3 Cleanup Standards (Tables 1 and 2). Two abandoned underground storage tanks were discovered on the site during this investigation. In May 1995, AET supervised Underground Storage Tank (UST) removal activities and completed a UST Removal report. Two abandoned 1,000- allon USTs, found during P g g a geophysical survey, were removed from the property on May 3, 1995. Analysis collected from soils around one of the tanks indicated concentrations of PCE and Total Petroleum Hydrocarbons k (TPH) exceeding the RCs for these constituents at that time. Since the area has since been reclassified, the levels of PCE and TPH found on the site do not exceed the S-1/GW-2 and S- S1/GW-3 Cleanup Standards (Table 3). ' RAO:RTN 4-10971 DLitlantic® Former Emerson Cleaners 18 Center St.,Hyannis,MA October 5,2000—Page 2 A Phase II Comprehensive Site Assessment conducted by AET in November 1995 found that PCE, TCE,cis-1,2-DCE, 1,2-DCA, and chloroform were detected in groundwater samples across the site. Contaminant concentrations exceeded the allowable Method 1 Cleanup Standard under the GW-1 designation at that time. Since the MADEP has reclassified this area of Hyannis, which now falls under GW-2 and GW-3 Standards, the contaminant levels found on the property are below these Cleanup Standards(Tables 4 and 5). Based on the August 2000 groundwater s arnpling results and 1996 MADEP groundwater reclassification, it is AET's professional opinion that the PCE contamination in the groundwater at the site is below the MADEP Method 1 GW-2/GW-3 Cleanup Standards (Tables 6 & 7). Furthermore, using Soils Averaging (Tables 9 & 10), it is AET's professional opinion that the ' PCE contamination in the soil at the site is below the MADEP Method 1 GW-2/GW-3 Cleanup Standards. Therefore, a condition of No Significant Risk exists at the site and an RAO can be completed for the site. 1.1 Statement of Compliance This RAO is considered a Class B-1 RAO per 310 CMR 40.1045 (1) and has been prepared in conformance with 310 CMR 40.1000. Class B RAOs apply to disposal sites where it is determined, as a result of assessment, that a level of No Significant Risk exists and therefore, no remedial actions are necessary. All analytical data was collected in conformance with 310 CMR 40.0000 inclusive and any appropriate MADEP guidance documents. 2.0 SITE DESCRIPTION 2.1 Site Description The subject property is approximately 32,234 square feet in area and is located at the northeastern corner of the intersection of Main and Center Streets in Hyannis, Massachusetts. One building is located on the site, divided into two tenant spaces, east and west. The current structure was built in 1966. The site is currently occupied by Blaine Hair School on the east side and the west side is vacant. Greenwood Cleaners previously occupied the west side. Neither of these occupants is believed to be the Responsible Party for the subsurface contamination on the property. The former occupant, Emerson's Cleaners, had used PCE in their dry cleaning operations. Prior to Emerson's, an auto dealership occupied the entire structure. The site is connected to both the municipal water and sewers stems. According to the report b P Y g P Y K-V dated February 18, 1994, the building has been connected to the municipal sewer system since at least 1966, when the Emerson Cleaners began occupancy. RAO:RTN 4-10971 Former Emerson Cleaners Atlantic® 18 Center St.,Hyannis,MA October 5,2000—Page 3 2.2 Critical Exposure Pathways (CEPS) According to the Barnstable Board of Health and Environmental First Search maps of Hyannis, ' MA prepared for Bradley's Cleaners which is located approximately 300 feet east of the subject property(Appendix A), no schools, registered daycare centers, hospitals, nursing homes or other facilities of exceptional concern are located within %4-mile of the subject property. 2.3 Surrounding Receptors tors ' According to the October 27, 1999 MADEP BWSC Priority Resource map of Hyannis, Lewis Bay is located approximately 2,000-feet south and downgradient of the site. A Public Water Supply Zone is located approximately 700-feet northeast of the site and the nearest wetlands are located approximately one half mile southeast of the site. According to the BWSC map, the site is located in a Non-Potential Medium Yield Drinking Water Source Area(Figure 3). 2.4 Geology/Hydrogeology ' The site is located along the glacially modified coastal plain of southern Massachusetts (Cape Cod), in an area of minimal vertical relief. The average elevation of the subject property is approximately thirty (30) feet above the National Geodetic Vertical Datum of 1929 with a maximum vertical relief on the site of approximately five (5) feet. Subsurface soils consist of medium to coarse sand and gravel with high permeability. Depth to groundwater at the site is approximately 14-feet Below Ground Surface (BGS) with groundwater flow to the south/southeast towards Lewis Bay. Direction of regional groundwater flow in the area is interpreted as being southeasterly toward Hyannis Inner Harbor, as determined from prior groundwater elevations. Depth to groundwater is approximately 14 feet BGS, as established from multiple groundwater sampling events at the site. Three storm drain catch basins are located on the property. The west and southeast storm drains appeared to be leaching catch basins. The southwest drain was filled with soil to approximately three (3) feet BGS, offering minimal drainage. The remainder of storm runoff drains southerly with the surface gradient. 2.5 Groundwater Classification Based upon review of the BWSC map (Non-Potential Drinking Water Source Area), and since depth to groundwater is less than 15-feet BGS, the groundwater at the site is now classified as GW-2/GW-3. Groundwater category GW-3 applies to all groundwater in Massachusetts that could potentially discharge to surface waters. iRAO:RTN 4-10971 Former Emerson Cleaners Atlantic® 18 Center St.,Hyannis,MA October 5,2000-Page 4 3.0 IRA RESPONSE ACTIONS No Immediate Response Actions (IRA) were conducted at the site in regard to the PCE contamination in the groundwater and soil. 4.0 ANALYTICAL DATA 1 Multiple soil and groundwater assessment actions have taken place at the site since the completion of the Phase I in 1994. The following information is a summary of past and present groundwater and soil assessment activities and findings. These assessments have indicated that impacted groundwater at the site is below applicable MADEP Groundwater Cleanup Standards. Using Soils Averaging,no compounds are above the applicable MADEP Soil Cleanup Standard. r 4.1 Historical Sampling ■ Analytical Results of groundwater samples in the report by K-V dated February 18, 1994, indicated that PCE was detected at levels ranging from 18 to 190 ppb. The RC for PCE in a GW-1 groundwater area is 5 ppb, as outlined in 310 CMR 40.1600, the 1995 Revised MCP. Thus, a Release Notification was required to be filed with the DEP. Since the groundwater classification was changed, these results are now below the applicable GW-2 and GW-3 Cleanup Standards. A Subsurface Investigation conducted by AET in March 1995 detected PCE levels in both the isoil and the groundwater samples that exceeded the RCs for S-1 and GW-1 Standards. TCE, cis- 1,2-DCE, and chloroform were detected in soil and groundwater samples in various locations at the site, though they did not exceed the RCs. Two petroleum underground storage tanks were idiscovered on the site during this investigation. The following tables summarize the results recorded during Phase II assessment and UST removal activities. 1 i 1 1 i i 1 RAO:RTN 4-10971 :MAitlantic® Former Emerson Cleaners 18 Center St.,Hyannis,MA October 5,2000-Page 5 Table 1: Subsurface Investigation Soil Data Summary—March 1995 Detected Parameters in Soil Samples-February 3, 1995(mg/kg) PCE TCE S-1 2 BRL S-2 1.4 BRL S-3 0.44 BRL S4 0.072 BRL ' S-5 0.03 BRL S-6 0.43 BRL S-7 0.78 BRL S-FD 0.8 0.053 S-FD2 BRL BRL CS S-1/GW-2 20 20 CS S-1/GW-3 20 70 BRL-"Below Reporting Limits"of the laboratory PCE-Tetrachloroethene WE-Trichloroethene ' CS-MADEP Cleanup Standard Table 2: Subsurface Investigation Groundwater Data Summary—March 1995 Detected Parameters in Groundwater-Samples—January 9, 1995(ug/1) PCE b TCE b Cis-12-DCE Chloroform MW-1 190 5 BRL 10 MW-2 8 BRL BRL BRL MW-3 7 1 2 5 MW-4 70 0.7 BRL 2 W-2 110 BRL BRL B,RL W-3 16 BRL BRL 18 W-6 4 BRL BRL BRL W-7 0.7 53 BRL BRL W-FD 70 12 22 7 CS GW-2 3,000 300 30,000 400 CS GW-3 5 000 1 20,000 50 000 10 000 BRL-Below Reporting Limits'of the laboratory PCE-Tetrachloroethene TCE-Trichloroethene DCE-Dichloroethene CS-MADEP Cleanup Standard RAO:RTN 4-10971 Former Emerson Cleaners LD Atlantic® 18 Center St.,Hyannis,MA October 5,2000—Page 6 In May 1995, AET supervised petroleum UST removal activities and completed a UST Removal report. Two abandoned 1,000-gallon USTs, located during a geophysical survey, were removed from the property on May 3, 1995. Analysis collected from soils around one of the tanks indicated concentrations of PCE and TPH exceeding the RC for these constituents at that time, these levels do not exceed the applicable S-1/GW-2/GW-3 Cleanup Standards. The following table summarizes those results. Table 3: Underground Storage Tank Removal Data Summary—May 1995 Detected Parameters in Soil Samples-Ahl 5 1995 Location Headspace Readings TPH(ppm) PCE(ppm) Tank 1 1 790 11 Tank 2 ND 39 BRL 250 rCS S-1/GW-2 — 800 20 CS S-1/GW-3) — 800 20 BRL—"Below Reporting Limits"of the laboratory PCE—Tetrachloroethene TPH—Total Petroleum Hydrocarbon ND—No Data CS—MADEP Cleanup Standard A Phase II Comprehensive Site Assessment that was conducted using a hydropunch by AET in November 1995 found that PCE, TCE, cis-1,2-DCE, 1,2-DCA, and chloroform were detected in groundwater samples at the site. Concentrations of these contaminants exceeded the allowable Method 1 Cleanup Standard under the GW-1 designation at that time. Since the MADEP reclassified this area of Hyannis in 1996 to GW-2 and GW-3 Standards, the levels of contaminants detected in the groundwater at the property are below the MADEP Groundwater Cleanup Standards for GW-2 and GW-3. No compounds were detected in any of the soil samples submitted above the 50 ppb reporting limit of the laboratory equipment. Table 4: Phase II Soil Data Summary—November 1995 PCE Levels in Soil Sam les—Au ust 4 1995 20' BGS 40' BGS MW-5 BRL BRL MW-6 BRL BRL MW-7 BRL BRL MW-8 BRL BRL MW-9 BRL BRL BRL—"Below Reporting Limits"of the laboratory 50 ppb(parts per billion) PCE—Tetrachloroethene BGS—Below Grade Surface RAO:RTN 4-10971 Former Emerson Cleaners Atlantic® 18 Center St.,Hyannis,MA October 5,2000-Page 7 Table 5: Phase II Groundwater Data Summary—November 1995 Detected Parameters in Groundwater Samples-October 19 1995 Monitoring Depth BGS Cis-1,2-DCE Chloroform TCE b PCE b MW-1 ' 20 5 0.6 8 BRL MW-2 20 BRL 0.9 BRL 15 MW-3 20 0.9 5 1 18 MW-4 20 BRL 1 0.6 56 MW-5 20 BRL BRL BRL 8 30 BRL BRL BRL 8 40 BRL BRL BRL 2 MW-6 20 10 5 3 200 30 5 3 1 100 40 7 4 2 140 MW-7 20 3 7 4 49 30 1 3 2 16 40 2 5 2 18 ' MW-8 20 BRL BRL BRL 28 20(MWP) BRL 1 1 110 30 BRL 1 1 110 40 BRL BRL 1 100 40(MWP) BRL 11 1 120 MW-9 20 3 3 5 100 30 BRL BRL BRL 6 40 BRL BRL BRL 6 Field Blank NA BRL BRL BRL BRL CS GW-2 - 30,000 400 300 3,000 CS GW-3 50,000 10,000 20,000 5,000 BRL-"Below Reporting Limits'of the laboratory PCE-Tetrachloroethene ' TCE-Trichloroethene DCE-Dichloroethene BGS-Below Grade Surface CS-MADEP Cleanup Standard i �G3� ' RAO:RTN 4-10971 _ Atlantic® Former Emerson Cleaners 18 Center St.,Hyannis,MA October 5,2000-Page 8 t4.2 Recent Sampling ' GROUNDWATER Groundwater samples collected by AET on August 28 and September 29, 2000 were submitted to Groundwater Analytical (Groundwater) of Buzzards Bay, Massachusetts, in accordance with ' applicable MADEP protocols and analyzed for Volatile Organic Compounds (VOCs) to better determine groundwater quality. All calendar year 2000 groundwater and soil sampling data is located in Appendix B. VOC analysis was conducted due to the historic use of the property and ' groundwater contamination previously detected. Well locations are depicted in(Figure 2) Tetrachloroethylene (PCE) was detected in all nine on-site groundwater monitoring wells sampled ranging in concentrations from 3-250 ppb. Trichloroethylene (TCE) was detected in ' wells MW-I, 3, 6, 7 and 8 in concentrations from 3-10 ppb. Cis1,2-Dichloroethylene was detected in wells MW-1, 3, 6 and 7 in concentrations from 2-14 ppb. Chloroform was detected in wells MW-3, MW-5 and MW-10 at 2 ppb. These compounds are commonly used in dry cleaning process or breakdown components of compounds used in the dry cleaning industry. As summarized in Table 6, none of the compounds detected were above the MADEP GW-2 or GW- t3 Cleanup Standard. Table 6: ' Response Action Outcome Groundwater Data Summary—August & September 2000 Detected Parameters in Groundwater Samples(ppb) ' Sample Reference PCE b TCE b Cis-1,2-Dichloroethene Chloroform MW-1 210 10 6 U (1) ' MW-2 3 U(1) U(1) U (1) M W-3 56 5 10 2 MW-4 27 U (1) U (1) U (1) ' MW-5 17 U (1) U (1) 2 MW-6 250 4 2 U (1) MW-7 180 10 14 U (1) MW-8 170 3 U (1) U (1) MW-10 10 U (1) U (1) 2 ' CS(GW-2) 3,000 300 30,000 400 CS (GW-3) 5,000 20,000 50,000 10,000 ' U-Not detected at the indicated method detection limit PCE -Tetrachloroethene TCE -Trichloroethene BGS-Below Grade Surface ' CS-MADEP Cleanup Standard �A� ' RAO:RTN 4-10971 Former Emerson Cleaners DAtiantic 18 Center St.,Hyannis,MA October 5,2000—Page 9 SOIL On August 30, 2000 AET supervised the advancement of three soil borings (AB-1, A13-2, AB-7) ' in the three areas where PCE soil contamination was greatest in March of 1995 (S-1, S-2, S-7). AET soil boring logs are located in Appendix D with boring locations depicted in Figure 2. August 2000 soil sampling recorded concentrations of PCE above MADEP S-1/GW-2 and S- ' 1/GW-3 Cleanup Standards in boring AB-7 at 3 and 6-feet BGS (Table 7). No other Halogenated Volatile Compounds were detected above MADEP S-1/GW-2 and S-1/GW-3 Cleanup Standards. Table 7: ' Response Action Outcome Soil Data Summary—August 2000 Detected Parameters in Soil Samples(ppm) Sample Reference PCE TCE m Carbon Chloroform AB-1 (3) 4.5 U(220) U(220) U(220) AB-1 (6) 0.13 U(52) U(52) U(52) ' AB-1 (12) 0.069 U(51) U(51) U(51) AB-2 (3) 0.031 U(53) 0.014 0.056 ' AB-2 (6) 1.9 U(54) U(54) U(54) AB-2 (12) 2.4 U(100) U(100) U(100) AB-7 (3) 24 1.3 U(1,100) U(1,100) AB-7 (6) 32 U (],100) U(],100) U(1,100) AB-7 (12) 0.67 U (52) U (52) U (52) ' CS(S-1/GW-2) 20 20 30 0.4 CS(S-1/GW-3) 20 70 50 10 Compounds above applicable standards are shown Bold and underlined. U—Not recorded above the indicated method detection limit. PCE—Tetrachloroethene WE—Trichloroethene ' CS—MADEP Cleanup Standard' ' On September 25 & 26, 2000, AET supervised the advancement of twelve soil borings (13-10 & 13-11 were refusals) in the northwest portion of the property. Soil samples were collected from three discrete subsurface levels and analyzed for Halogenated Volatile Compounds. A total of thirty-three soil samples were collected to assess soil conditions in the northwest portion of the property. ' September 2000 soil sampling recorded concentrations of PCE above MADEP S-1/GW-2 and S- 2/GW-3 Cleanup Standards in borings B-6 at 3-feet BGS, B-9 at 3-feet BGS and B-12 at 9-feet BGS. September 2000 soil quality data is summarized in Table 8 (attached). Also detected in ' RAO:RTN 4-10971 Former Emerson Cleaners P,Aalantic® 18 Center St.,Hyannis,MA October 5,2000—Page 10 boring B-12 at 9-feet BGS was Trichloroethylene (TCE) at 65 ppm and cis1,2-Dichloroethylene at 210 ppm. Both of these compounds are above the respective MADEP S-1/GW-2 and S- 2/GW-3 Cleanup Standard(Table 8). ' In determining/estimatingExposure Point Concentrations in soils the soil averaging method P � g g outlined in 310 CMR 40.0926 3(b)2a was used. The acceptability of the data collected at the ' -former Emerson's Cleaners site for soils averaging to determine Exposure Point Concentrations is demonstrated by the following: ' "For discrete or composite samples, the arithmetic average is less than or equal to the applicable standard or risk-based concentration limit, seventy-five percent of the data points used in the averaging procedure are equal to or less than the applicable standard or risk-based concentration limit, and no data point used in the averaging is ten times greater than the applicable standard or risk-based concentration limit" (310 CMR 40.0926 3(b)2a). 1 Soil sampling results from 0-3 feet and 0-15 feet BGS were averaged separately to confirm that ' PCE, TCE and cis 1,2-Dichloroethylene contamination was below the applicable MADEP S- 1/GW-2 and S-2/GW-3 Cleanup Standard in accordance with 310 CMR 40.0926 3(b)2a. Nine soil samples were averaged from 0-3 (Table 9) and thirty-three were averaged from 0-15 feet ' BGS (Table 10). When averaged, no compounds were calculated above the applicable MADEP S-1/GW-2 and S-2/GW-3 Cleanup Standard. Furthermore, no samples detected components at a value greater than ten times the average concentration of the surrounding area, and seventy-five ' percent of the data points are equal or less than the applicable MADEP Cleanup Standard 5.0 REMEDIATION/WASTE MANAGEMENT No remedial actions/wastes were undertaken/generated at the site in regard to the groundwater contamination that was initially detected in 1994. . 6.0 RAO COMPLETION STATEMENT/CONCLUSION It is AEI's professional opinion that the condition that gave rise to MADEP notification in 1994 under RTN 4-10971 has been eliminated due to the reclassification of the groundwater by the MADEP in 1996 as a Non-Potential Drinking Water Source Area and by the use of Soils ' Averaging. The downtown Hyannis area was designated by MADEP in 1996 as Highly Urbanized Land Use ' Area that changed the groundwater classification at the site.from GW-1 to GW-2 and GW-3. August & September 2000 groundwater sampling results did not record detections of halogenated volatile organic compounds above MADEP GW-2 or GW-3 Cleanup Standards �asj� RAO:RTN 4-10971 DAtlanticFormer® Emerson Cleaners 18 Center St.,Hyannis,MA October 5,2000—Page 11 ' (Table 6). Therefore, groundwater impact below applicable MADEP Cleanup Standards of GW- 2 and GW-3 has been achieved without the operation and maintenance of an active remedial ' system. August 2000 soil sampling in the three areas with the greatest concentrations of PCE in March ' 1995 (S-1, S-2, S-7) recorded concentrations of PCE above MADEP S-1/GW-2 and S-1/GW-3 Cleanup Standards in boring AB-7 at 3 and 6-feet BGS (Table 7). AET conducted further assessment of the soils in the northwest portion of the property on September 25 & 26, 2000 ' (Figure 2). PCE contamination was recorded above applicable MADEP S-1/GW-2 and S-2/GW- 3 Cleanup Standards in borings B-6 at 3 feet BGS, B-9 at 3 feet BGS, and B-12 at 9 feet BGS. Two "breakdown compounds" of PCE, cis 1,2-Dichloroethylene and Trichloroethylene (TCE), were also detected above the applicable S-1/GW-2 and S-2/GW-3 Cleanup Standard in B-12 at 9 feet BGS. Averaging of soil sample results from 0-3 feet BGS and 0-15 feet BGS was completed separately in accordance with 310 CMR 40.0926 3(b)2. No compounds were calculated above the applicable MADEP S-1/GW-2 and S-2/GW-3 Cleanup Standard though soils impacted with ' Hazardous Materials (Halogenated Solvents) were detected above applicable MADEP Cleanup Standards. Furthermore, no samples detected components at a value greater than ten times the average concentration of the surrounding area, and over seventy-five percent of the data points ' averaged are equal to or less than the applicable MADEP cleanup Standard. Therefore, based on the laboratory analytical and the use of the Soils Averaging method of site closure, it is AEI's professional opinion that Soils Averaging can be utilized to obtain site closure for the soils ' portion of the property. This eliminates the need for further assessment and/or response actions at the site related to RTN 4-10971. 7.0 REFERENCES Atlantic Environmental Technologies,. Letter Report Subsurface Inve stigation, Former Emerson's Cleaners, 18 Center Street, Hyannis, MA, March 1995. Atlantic Environmental Technologies, Letter Report — Underground Storage Tank Removals, ' Former Emerson's Cleaners, 18 Center Street, Hyannis, MA, May 1995. Atlantic Environmental Technologies, Phase II Comprehensive Site Assessment, Former ' Emerson's Cleaners, 18 Center Street, Hyannis, MA, November 15, 1995. MADEP, The Massachusetts Contingency Plan, 310 CMR 40.0000, Effective October 31, 1997/Updates �asj� z M. ATLANTIC ENVIRONMENTAL TECIINOLOGIES,INC. Figure 1 PROJECT#: 5786.00 80 F—Cow R-d.SWt.410 Site Locus DATE: September •00 Street,::08�9 Former Emerson's Cleaners 9:7.5422 SCALE: Not to Scale •. ir ffi z B-4/MW-10 B-7 6 '� &9 PAVED g s-7M-7 PARKING 5 rJ B-12 O F ® -3 - S-5 o A�7640- -10 511 M�3 - s� /�Y o 0 It B-5 B$ MW-2 _ B-2 � E P 1 • N oR� o Nwpp0�1 S pREE RAMP 0 v !� CA � P =m r.: M `a. o m PAVED t/1 N PARKING D n S-3=-3 _ 2 S-2/W-2 40. v STORMDRAIN jo- DRYWELL H FILL•ED W/SOIL 4 ® MW-7 - 3' DIA. 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' ,�"!''1'f;'.J"vN tr0:, FIGURE u�► • • •• ATLANTIC ENVIRONMENTAL TECHNOLOGIES,INC. 1 1 Whaling National Park BWSC PriorlitY Resource •Now BeSord,Massachusetts 02740 Street(506)992-MOO Former Emerson's Cleaners l7lyanI MA DRAWN LAET Table 8 Soil Quality Summary "fable, Former Emerson Cleaners, 18 Center Street, Hyannis, MA Sample ID: B-1(4) B-1(7) B-1(14) B-2(3) B-2(6) B-2(12) B-3 (3) B-3 (6) B-3 (12) MADEP MADEP Matrix: Soil Soil Soil Soil Soil Soil Soil Soil Soil Method 1 Method 1 Date Collected: 9/25/00 9/25/00 9/25/00 9/25/00 9/25/00 9/25/00 9/25/00 9/25/00 9/25/00 Cleanup Cleanup Sample Purpose: Lab Lab Lab Lab Lab Lab Lab Lab Lab Standard Standard Depth: 3 7 14 3 6 12 3 6 12 (S-1/GW--2) (S-1/GW--3) Analyte Concentration: mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg Halogenated Volatile Organics cis-1,2-Dichloroethylene 0.46 0.16 U (0.057) U(0.21) U(0.54) U(0.051) U(0.052) U(0.052) U(0.053) 100 100 Tetrachloroethylene(PERC) 0.76 2.2 0.24 6.7 9.9 0.8 1.1 0.12 0.667 20 20 Trichloroethylene(TCE) 0.13 0.10 U (0.057) U(0.21) U(0.54) U(0.051) U(0.052) U(0.052) U(0.053) 20 70 Sample ID: B-4(2) B-4(4) B-4(10) B-5 (4) B-5 (8) B-5 (12) B-6(3) B-6(6) B-6(12) MADEP MADEP Matrix: Soil Soil Soil Soil Soil Soil Soil Soil Soil Method 1 Method 1 Date Collected: 9/25/00 9/25/00 9/25/00 9/25/00 9/25/00 9/25/00 9/25/00 9/25/00 9/25/00 Cleanup Cleanup Sample Purpose: Lab Lab Lab Lab Lab Lab Lab Lab Lab Standard Standard Depth: 2 4 10 4 8 12 3 6 12 (S-1/GW--2) (S-1/GW--3) Analyte Concentration: mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg Halogenated Volatile Organics cis.1,2-Dichloroethylene U(0.055) U(0.055) U(0.052) U(0.053) U(0.051) U(0.051) 1.0 0.25 U(0.051) 100 100 Tetrachloroethylene(PERC) U(0.055) U(0.055) 0.056 1.3 0.058 U(0.051) 26 4.3 0.160 20 20 Trichloroethylene(TCE) U(0.055) U(0.055) U(0.052) 0.086 U(0.051) U(0.051) 1.5 0.29 U(0.051) 20 70 Analyte concentrations that exceed the MADEP S-1/G W-2 & S-I/GW-3 Groundwater Cleanup Standards are shown BOLD and UNDERLINED. Not analyzed. MADEP Massachusetts Department of Environmental Protection mg/kg Milligrams per Kilogram(equivalent to parts per million(ppm)) ns No Standard Established U Not detected at the indicated method detection limit concentration. Blaine Sum Table.xls I♦ M Ml M M M M Table 8 Soil Quality Summary Table, Former Emerson Cleaners, 18 Center Street, Hyannis, MA Sample ID: B-7(3) B-7(8) B-7(12) B-8(3) B-8(8) B-8(12) B-9(3) B-9(9) B-9(14) MADEP MADEP Matrix: Soil Soil Soil Soil Soil Soil Soil Soil Soil Method I Method I Date Collected: 9/25/00 9/25/00 9/25/00 9/26/00 9/26/00 9/26/00 9/26/00 9/26/00 9/26/00 Cleanup Cleanup Sample Purpose: Lab Lab Lab Lab Lab Lab Lab Lab Lab Standard Standard Depth: 3 8 12 3 8 12 3 9 14 (S-1/GW--2) (S-IIGW--3) Analyte Concentration: mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg Halogenated Volatile Organics cis-1,2-Dichloroethylene ' U(0.1 1) U(0.052) U(0.053) U(0.6) U.(0.052) U(0.052) U(0.55) U(0.051) U(0.054) 100 100 Tetrachloroethylene(PERC) 2.8 0.052 0.14 15 0.061 U(0.052) 21 0.11 0.1 20 20 Trichloroethylene(TCE) U(0.11) U(0.052) U(0.053) U(0.6) U(0.052) U(0.052) 0.57 U(0.051) U(0.054) 20 70 Sample ID: B-12(3) B-12(9) B-12(14) AB-7(3) AB-7(6) AB-7(12) MADEP MADEP Matrix: Soil Soil Soil Soil Soil Soil Method I Method I Date Collected: 9/26/00 9/26/00 9/26/00 8/30/00 8/30/00 8/30/00 Cleanup Cleanup Sample Purpose: Lab Lab Lab Lab Lab Lab Standard Standard Depth: 3 9 14 3 6 12 (S-1/GW--2) (S-IIGW--3) Analyte Concentration: mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg Halogenated Volatile Organics. cis-1,2-Dichloroethylene 0.14 210 0.055 U(1.1) U(1.1) U(0.052) 100 100 Tetrachloroethylene(PERC) 3.3 23 0.071 24 32 0.67 20 20 Trichloroethylene(TCE) 0.2 65 U (0.052) 1.3 U(1.1) U(0.052) 20 70 trans 1,2-Dichloroethylene U(0.1 1) 9.5 U(0.052) U(1.1) U(1.1) U(0.052) 500 500 Analyte concentrations that exceed the MADEP S-I/GW-2 & S-I/GW-3 Groundwater Cleanup Standards are shown BOLD and UNDERLINED. -- Not analyzed. MADEP Massachusetts Department of Environmental Protection mg/kg Milligrams per Kilogram(cyunalent to parts per million(ppm)) ns No Standard Established U Not detected at the indicated method detection limit concentration. Blaine Sum Table.xls Table 9 Soils Averaging Summary Table (0-3 Feet BSG) Former Emerson Cleaners, 18 Center Street, Hyannis, MA (In accordance with 310 CMR 40.0926 3(b)2a) MADEP MADEP Sample ID: B-2(3) B-3(3) 11 4(2) "(3) B-7(3) B-8(3) B-9(3) B-12(3) AB-7(3) Method l Method I Matrix: Soil Soil Soil Soil Soil Soil Soil Soil Soil Total(9 Average Anayyte Cleanup Cleanup Date Collected: 9/25/00 9/25/00 9/25/00 9/25/00 9/25/00 9/25/00 9/25/00 9/25/00 9/25/00 Concentration Samples) Standard Standard Sample Purpose: Lab Lab Lab Lab Lab Lab Lab Lab Lab (mg/kg) Depth: 3 ft. 3 ft. 3 ft. 3 ft. 3 ft. 3 ft. 3 ft. 3 ft. 3 ft. (S-I/GW-2) (S-7/GW-3) Anal a Concentration: m k g m m m m m m m m mg/kg mg/kg Halogenated Volatile Organics cis-1,2-Dichloroethylene 0.10 0.03 0.027 1.00 0.055 0.30 0.27 0.14 0.55 2.47 0.274 100 100 Tetrachloroethylene(PERC) 6.70 1.10 0.027 26 2.800 15.00 21 3.30 24 99.93 11.103 20 20 Trichloroethylene(TCE) 0.10 0.03 0.027 1.50 0.055 0.30 0.57 0.20 1.30 4.08 0.453 20 70 trans 1,2-Dichloroeth lene 0.10 0.03 0.03 0.28 0.055 0.30 0.27 0.06 0.55 1.67 0.185 500 500 Average analyte concentrations that exceed the MADEP S-l/GW-2&S-1/GW-3 Groundwater Cleanup Standards are shown BOLD and UNDERLINED. According to MADEP Soil Averaging Methods, half of the method detection limit concentration is used when no detection of a fraction or compound is recorded in a laboratory sample. MADEP Massachusetts Department of Environmental Protection mg/kg Milligrams per Kilogram(equivalent to pans per million(ppm)) U Not detected at the indicated method detection limit concentration. � � -■� � ■� �■ � I� i� i�w � a � � w � � illlll� ■� Table 10 Continued Sample ID: B-9(9) B-9(14) B-12(9) B-12(14) AB-7(6) AB-7(12) MADEP Matrix: Soil Soil Soil Soil Soil Soil Average Anslyte Method I MADEPMethod Date Collected: 925/00 925/00 925/00 925100 925/00 925/00 Total (era Concentration Cleanup I Cleanup Sample Purpose: Lab Lab Lab Lab Lab Lab samples) Standard Standard (S- Standard (S- Depth: 3 ft. 3 ft. 3 ft. 3 ft. 3 ft. 3 ft. I/GW-2) 1/GW--3)mg/kg Analyte Concentration: mglkg m m m m mglkg mg/kg Halaaenated Volatile Oreanics cis-1,2-Dichloroethylene 0.025 0.027 210 0.027 0.550 0.026 214.356 7.939 (00 100 Tetrachloroethylene(PERC) 0.110 0.100 23 0.071 32 0.670 176.144 6.524 20 20 Trirhloroethylene(TCE) 0.025 0.027 65 0.026 0.550 0.026 70.675 2.618 20 70 trans 1 2-Dichloroeth lene 0.025 0.027 10 0.026 0.550 0.026 12.541 0.466 500 500 Average analyte concentrations that exceed the MADEP S-I/GW-2&S-I/GW-3 Groundwater Cleanup Standards are shown BOLD and UNDERLINED. According to MADEP Soil Averaging Methods,half of the method detection limit concentration is used when no detection of a fiaction or compound is recorded in a laboratory sample. MADEP Mannhuwu Depmmnot orEavimnmental Protection m&ft MilhvB pa IOIo®m(equivalenttopanspernmllim(ppm)) U Net detected a the indicated n ethod detection litmt concenlrmion. APPENDIX A 1WAtian ic@ 1 1 1 1 1 1 1 Appendix A: 1 Environmental First Search Maps (Hyannis) 1 1 1 1 1 1 1 1 DataMap Technology Corporation 1 1 Environmental FirstSearclim Report 1 TARGET PROPERTY: 1 242 MAIN ST 1 HYANNIS MA 02601 1 Job Number: 5768.00 1 1 PREPARED FOR: 1 Atlantic Environmental Technologies, Inc. 86 Faunce Corner Road, Suite 410 1 North Dartmouth, MA 02747 1 1 07-11-00 ' tnv llUIIirICLl:/ FIRST 1 Tel. (781) 320-3720 Fax: (781) 320-3715 1 Environmrnmi FirstSca ch is a registered trademark of DamMap Technology Corporation.All rights reserved. Environmental Firsdeareh tSearch Summary Report ' Target Site: 242 MAIN ST HYANNIS MA 02601 FirstSearch Summary ' Database Sel Updated Radius Site 1/8 1/4 1/2 1/2> ZIP TOTALS NPL N 01-19-00 1.00 _ CERCLIS N 04-16-00 0.50 RCRATSD N 10-18-99 0.50 RCRA COR N 10-18-99 1.00 RCRA GEN N 10-18-99 0.25 RCRA NLR N 10-I8-99 0.25 ERNS N 01-06-00 0.25 NPDES N 10-18-99 0.25 ' FINDS N 09-21-99 0.25 TRIS N 07-16-98 0.25 State Sites N 05-10-00 1.00 Spills-1990 N 06-09- 1,11 Spills-1980 N 03-10-98 98 0.2525 SWL N 12-07-99 0.50 Permits N NA 0.25 ' Other N NA 0.25 REG UST/AST N 03-29-00 0.25 Leakin¢UST N NA 0.50 - - State Wells Y 12-02-99 0.50 0 1 0 0 _ 0 I Aquifers Y 01-20-99 0.50 2 0 0 1 0 3 ACEC N 01-20-99 0.50 Wetlands N 12-31-99 0.50 Flooditlains N 09-01-96 0.50 Receptors Y 01-01-95 0.50 0 0 0 0 0 0 Nuclear Permits N 04-30-99 0.50 - - _ _ Historic/landmark N 09-01-99 0.50 ' Federal Land Use N 06-17-98 0.50 Federal Wells N NA 0.50 Releases(Air/Water) N NA 0.25 ' TOTALS- 2 1 0 1 0 0 4 Notice of Disclaimer Due to the limitations,constraints,inacc acies and incompleteness of government information and computer mapping data currently available to DataMap Technology Corp.,o"in conventions have been utilized in preparing the locations of all feddal,slate and local agency sites ' residing in DataMap Technology Corp.'s databascs.All EPA NPL and state landfill sites are depicted by a rectangle approximating their location and size.The boundaries of the rectangles represent the eastern and western most longitudes;the northern end southern most latitudes.As such, the mapped areas may exceed the actual Arco and do not represent the actual boundaries of these properties.All other sites Are depicted by a Point representing their Approximate address location and make no attempt to represent the actual arras of the Associated property. Actual ' boundaries and locations of individual properties can be found in the files residing at the agency responsible for such information, Waiver of Liabili Although DataMap Technology Corp.uses its best efforts to research the actual location of each site,DeteMop Technology Corp.don not and an tot warrant the accuracy of dame sites with regard to met location and size.All Authorized users of DataMap Technology Corp.'s services proezcding Are signifying an undastsnding of DaW&p Technology Corp.'o sarching and mapping conventions,and agree to weive any and all liability chains associated with search and map results showing incomplete and or inaccurate site locations. Environmental FirstSearch Sites Summary Report TARGET SITE: 242 MAIN ST JOB: 5768.00 HYANNIS MA 02601 ' TOTAL: 4 GEOCODED: 4 NON GEOCODED: 0 SELECTED: 4 ID DB Type Site Name/ID/Status Address Dist/D1r Map ID 3 AQUIFER GIPECODSSA 0.00- 3 EPA_SSA-81/EPA DESIC SOLESOUR MA 2 AQUIFER CAPECODSSA ,0.00- 2 SSA-371AIED MA I PRS AU ZONE 11 0.12 NE I ' ZONEII-726 AIA AQUIFER GIPECODSS4 0.38 NW EPA_SSA-821EPA DES1G.SOLESOUR MA t Environmental FirstSearch Site Detail Report ' TARGET SITE: 242 MAIN ST JOB: 5768.00 HYANNIS MA 02601 ' AQUIFER SEARCH ID: 3 DIST/DIR: 0.00— MAP ID: 3 NAME: CAPE COD SSA REV: 0120/99 ADDRESS: IDI: EPA_SSA-81 ' MA ID2: STATUS: EPA DESIG.SOLE SOURCE CONTACT: PHONE: ' AREA IN ACRES: 495802282.392579 PERIMETER: 358299.03796435 tSOURCE CODE: GIs ' AQUIFER SEARCH ID: 2 DIST/DIR: 0.00-- MAP ID: 2 NAME: CAPE COD SSA REV: 0120/99 ADDRESS: IDI: SSA-37 MA H)2: ' STATUS: MED CONTACT: PHONE: AREA: 21482335.13298 ' PERIMETER: 183974.12283 SSA NUMBER: 1 ' Selected Site Details Page- 1 Environmental Firsdearch Site Detail Report TARGET SITE: 242 MAIN ST JOB 5768.00 HYANNIS MA 02601 STATE WELLS SITE SEARCH M: 1 DIST/DIR: 0.12 NE MAP ID: 1 NAME: MAZONEII REV: 12/02/99 ADDRESS: IDI: ZONEII-726 MA ID2: ' STATUS: CONTACT: PHONE: ' AREA: 4190164.5 ' PERIMETER: 10210.79 AREA IN ACRES: 1035.4 NUM ZONES: ' AQUIFER ' SEARCH ID: 4 DIST/DIR: 0.38 NW MAP ID: 4 NAME: CAPE COD SSA REV: 0120/99 ADDRESS: IDI: EPA_SSA-82 MA ID2: STATUS: EPA DESIG.SOLE SOURCE CONTACT: PHONE: ' AREA IN ACRES: 525932047.99005 PERIMETER: 380072.769976172 ' SOURCE CODE: GIS ' Selected Site Details Page-1 Environmental SirstSearch Federal Databases and Sources 1. NPL: National Priority List, The EPA's list of confirmed or ' proposed Superfund sites. Source: Environmental Protection Agency. Updated quarterly. ' 2. CERCLIS: Comprehensive Environmental Response Compensation and Liability Information System. The EPA's database of current and potential Superfund sites currently or previously under investigation. Source: Environmental Protection Agency. Updated.quarterly. 3. RCRIS: Resource Conservation and Recovery Information System. The ' EPA's database of registered hazardous waste generators and treatment, storage and disposal facilities. Included are RAATS (RCRA Administrative Action Tracking System) and CMEL (Compliance Monitoring 6 Enforcement List) . Source: Environmental Protection Agency. ' Updated quarterly. ' q. ERNS: Emergency Response Notification System. The EPA's database of emergency response actions. Source: Environmental Protection Agency. Updated quarterly. ' 5. NPDES: National Pollution Discharge Elimination System. The EPA's database of all permitted facilities receiving and ' discharging effluents. Source: Environmental Protection Agency. Updated semi-annually. 6. FINDS: The Facility Index System, The EPA's Index of identification numbers associated with a property or facility which the EPA has investigated or has been made aware of in conjunction with various regulatory programs. Each record indicates the EPA office that may have files on the site or ' facility. Source: Environmental Protection Agency. Updated semi-annually. ' 7. IRIS: Toxic Release Inventory System. The EPA' s database of all facilities that have had or may be prone to toxic material releases. Source: Environmental Protection Agency. . Updated semi-annually. 1 8. ACEC: Areas of Critical Environmental Concern. This database contains contact information for threatened and endangered Services Offices; State GIS Departments. Updated periodically. 9. 8loodplaine - 100 year and 500 year flood zone boundaries for ' select counties in the United States. Source: Federal Emergency Management Agency (FEMA) . ' This database will be updated by us as new data becomes available for purchase. ' 10. Historic Sites- National Register of Historical Places Database. The nation's official list of cultural resources worthy of preservation. Properties listed include districts, sites, buildings, structures, and objects that are significant in American history, architecture, archeology, engineering, and culture. Source: National Park Service. ' Updated yearly. 11. Wetlands - U.S. Fish and Wildlife Service produces information on the characteristics, extent, and status of the Nation's ' wetlands and deepwater habitats. This data is available for select areas of the United States. Source: U.S. Fish and Wildlife Service, National Wetlands Inventory. This database will be updated by us as new data becomes available for purchase. 12. Land Use - Federal Land data includes information from the following government agencies including Bureau of Indian Affairs, Bureau of Reclamation, Bureau of Land Management, Department of Defense, Forest Service, Fish and Wildlife Service, National Park Service, and the Tennessee Valley Authority. This database also contains data regarding wild and scenic rivers. Source: USGS. Updated periodically. r r ri - q. Ir.......r:: ,.... 1 : ...................... .................\...I................'..........................1 ....... :....:. ..:..:.,....................... 49...................,.n. _........'..:.....................t....l 190,10 ......,__ ,. 1......................1:. ..................i ...:........1........................t1...., u.0 M u.... .I p........................u. \O_..u.u. ...... ....up.....uu.......U...a • :,.... ......\. 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Y:. .II\......uu Manama vuuul u:n Sp- �uw:iG:u.•.gp.r.uu •.uu u.un RM u.....•........uu -..:..'lama...I...- 1.................L....\..1...�a.........r.::....r.....,1...:.:....... �- -•...L.....i�L.i...............E........d..\..1.......... ....... .....\..0..�:.U.1 •.I..... ..,.. ..............'.....I..................r.......,...............w..7.. .....:1:.. ..:...................1.........1.........I......t.................. �:-\1...1..................... ........1.................'..•_..I...i ............. ..I........r...................................- /O...ul .i' •\..............,...........a...........................• .i::......_"1 •....:...rl........1....../... 1......1..............�..:.1:.....f .. ........................ ....1.1.....I.......... . ......Mi...:.1 ............ .....• ........1.......'........l ...�..•...::::. ......'..r.........MM r ■� ► r � NPL,Solid Waft Landfill 0 APPENDIX B MAtlantic II 1� 1` 1� Appendix B: 1' Laboratory Analytical (August & September 2000) IE 1 1 1 1 1 1 � 1� 1� 1 O 'w,exO ' GI lO, /NDI-AI `!l Groundwater Analytical,Inc. ANALYTICAL �x,200 228 Main Street Buzzards Bay,MA 02532 1 Telephone(508)759-4441 FAX(508)759-4475 October 4, 2000 1 1 Mr. Eric Cardinal Atlantic Environmental 86 Faunce Corner Rd. ' North Dartmouth, MA 02747 Project: Blaine/5786.01 1 Lab ID: 36344 Sampled: 09-29-00 1 Dear Eric: Enclosed is the Volatile Organics Analysis performed for the above referenced project. This project 1 was processed for Rush turnaround. This letter authorizes the release of the analytical results, and should be considered a part of this 1 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. 1 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 1 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 ' JRS/ss Enclosures 1� GROUNDWATER ' ANALYTICAL EPA Method 80216 Halogenated Volatile Organics by GC/ELCD ' Field ID: MW-10 Laboratory ID: 36344-01 Project: Blaine/5786.01 QC Batch ID: VG2-1801-W ' Client: Atlantic Environmental Sampled: 09-29-00 Container: 40mL Glass Vial Received: 09-29-00 Preservation: HCI/Cool Analyzed: 10-02-00 Matrix: Aqueous Dilution Factor: 1 ' CAS Number ! Analyte Concentration Units Reporting Limitl ----- - 75-71-8 DichlorodiFluoromethane BRL ug/L 5 74-87-3 Chloromethane BRL ug/L _ 5 .75-01-4 Vinyl Chloride BRL ug/L 2_-.. .--- - - ---- --- - ---- 74 83-9 _ _Bro_m_ome[hane BRL ug/L 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 _7_5-09-2 __Methylene Chloride BRL ug/L 1 _ 15660-5 trans-1,2-Dichloroethene 8RL ug/L 1 t 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 2 ug/L 1 ' 107-06-2 11,2-Dichloroethane BRL i ug/L ! 1 71-55-6 1,1,1-Trichloroethane BRL ug/L 1 SCr23-5 Carbon Tetrachloride j BRL ug/L 1 78-87-5 1,2-Dichloropropane BRL ug/L 1 ! 79-01-6 1 Trichloroethene j BRL j ug/L ! 7 75-27-4 Bromodichloromethane BRL ug/L 1 110.75-8 2-Chloroethyl Vinyl Ether BRL 1 ug/L 5 ' j 10061-01-5 i cis-1,3-Dichloropropene BRL ! ug/L I 1 ! 10061-02-6 trans-1,3-Dichloropropene BRL ug/L 11 1 79-00-5 1,1,2-Trichloroethane BRL ug(L j 1 124A8-1 Dibromochloromethane BRL ug/L 1 ' 127-18-4 Tetrachloroethene I 10 ug/L 1 108-90-7 Chlorobenzene BRI ug/L 1 75-25-2 Bromoform I BRI ug/L I1 ' 79-34-5 1,1,2,2-Tetrachloroethane BRL I ug/L I1 ! 541-73-1 4 1,3-Dichlorobenzene BRL ug/L 1 106-46-7 1,4-Dichlorobenzene BRL ug/L 1 95-50-1 1,2-Dichlorobenzene BRL ! ug/L 1 ' QC Surrogate Compound Recovery QC Limits 1,2-Dichloroethane-d, 102 % 70- 130 % ' Method Reference: Test Methods for Evaluating Solid Waste, US EPA,SW-846,Third Edition, Update III(1.996). Analyte list as selected from list formerly specified by EPA Method 8010B. 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 GROUNDWATER ANALYTICAL Project Narrative Project: Blaine/5786.01 Lab ID: 36344 Client: Atlantic Environmental Received: 09-29-00 1 i A. Physical Condition of Sample(s) This project was received by the laboratory in satisfactory condition. The sample(s) were received undamaged in appropriate containers with the correct preservation. i B. Project Documentation ' This project was accompanied by satisfactory Chain of Custody documentation, with the following amendment(s) or correction(s): 1 1. Project 36344 was changed from Priority (5 business day)to Rush turnaround. The project was given a due date of 10-04-00, as per Eric Cardinal, 10-03-00. 1 C. Analysis of Sample(s) ' 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. 1 1 1 i� 1� Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER Man Street,P.O.Box 1200 Jw Am Buzzards in Bay,MA 02532 CHAIN-OF-CUSTODY RECORD Telephone(508)759 4441 AND WORK ORDER No 43123 ANALYTICAL FAX(508)759-4475 Project Name: Firm: TURNAROUND ANALYSIS REQUEST 13LA Wre, S.—ijudn earvx. -.1. M,l,l, w eenM catho r, G—.cleOWn 00r ❑ NDARD(1D Business Days) m,m Project Number: Address: t3 L S� lG3—� PRIORITY(5 Business Days) @ x 511�( �AdonkA,0j 1 ❑RUSH(RAN- Sampler (Rush requires Rush Authanzati Numbed Name: City/State/Zip: Please FAX ES ❑NO 3 h € LA'S N.b ncl , tlA a2� ao nn FAX Number:fiT)T-99L Project Manager: Telephone: BILLING x - a v E g ? i e Purchase Order No.: GWA Reference No.: � .� � t d1„1 Sid � ( � ) ➢ INSTRUCTIONS:Use separate line for each container(except replicates). e = Sampling Matrix Type Contalre.R.) Preservation foinw A 9AYPLE ° $ $ " a ' n oyy 3 s $ g u 1 3 ee .. a 3 S 5 LABORATORY EMIRCAnON > 3 4 n & a 5 g NUMBER q 5 s 10 e S a s - $ S (Lab Use Only) s ; d 8 f Dg 3 n o 8 i a p [ i 0 3 E S 5 Y i`• .# a e Y f lLe .3 t1W —tp 3 REMARKS/SPECIAL INSTRUCTIONS DATA QUALITY OBJECTIVES CHAIN-OF•CUSTODY RECORD r, n Regulalory Program Project Specific OC NOTE:All samples submitted subject to Standard Terms and Conditions on reverse hereof. k ')I L t~ CU L*,) T• ❑Safe Drinking Water Ad Many regulatory programs and EPA methods require project Reli ofshe b pler: ate Time Received by. 1 Tern nature: ❑MA DEP Form specific CC.Project specific OC includes Sample Duplicates, Y Receipt ❑NPDESIClean Water Ad Matrix Spikes,and/or Matrix Spike Duplicates.Laboratory OC is 9�� Specify State: not protect specific unless prearrangetl.Protect specific OC h f� ?S�'ZI ���C,I�Q,/��� 1 ❑RCRA/Haz.Waste Char. samples are charged on a per sample basis.For wafer samples, ehnquished by: Date Time Recived by: ShippinglAirbill 11.l-v5 r,. ❑MA MCP(310 CUR 40) each MS,MSD and Sample Duplicate requires an additional __ .._ . ..._ . ....._._ _ Number: 0-W `xv-v. d ,� l v�y� j Reportable Concentrations sample aliquot. �:x- O RGGW t El RCS-1 Project SWIfic OC Required eeledbn of OC Sample Relinquished by: Data Time _Receved Dv Laboratgryp Custody Seat/ CGW 2❑RCS 2 OSample Dup&ate ❑Seceded or IaDer Numb Serial ❑MA Dredge Disposal -� Number: O NHO RI E)CT❑ME DMavi.Spike ❑Please use sample: Method of Slipment [.I GWA Courier L l Ex ❑Mavix Sp9m Duplicale press Mail I Federal Express Specify Category: _, ❑UPS r'.Hand f GROUNDWATER ANALYTICAL �i Quality Assurance/Quality Control A. Program Overview Groundwater Analytical conducts an active Quality Assurance program to ensure the production of high quality, valid data. This program closely follows the guidance provided by Interim Guidelines and Specifications for Preparing Quality Assurance Project Plans, US EPA QAMS-005/80 (1980), and Test Methods for Evaluating Solid Waste, US EPA, SW-846, Update 111 (1996). Quality Control protocols include written Standard Operating Procedures (SOPs) developed for each analytical method. SOPS are derived from US EPA methodologies and other. established references. Standards are prepared from commercially obtained reference materials of certified purity, and documented for traceability. ' Quality Assessment protocols for most organic analyses include a minimum of one laboratory control sample, one method blank, one matrix spike sample, and one sample duplicate for each sample preparation batch. All samples, standards, blanks, laboratory control samples, matrix spikes and sample duplicates are spiked with internal standards and surrogate compounds. All instrument sequences begin with an initial calibration r verification standard and a blank; and excepting GC/MS sequences, all sequences close with a continuing calibration standard. GUMS systems are tuned to appropriate ion abundance criteria daily, or for each 12 hour operating period, whichever is more frequent. ' Quality Assessment protocols for most inorganic analyses include a minimum of one laboratory control sample, one method blank, one matrix spike sample, and one sample duplicate for each sample preparation batch. Standard curves are derived from one reagent blank and four concentration levels. Curve validity is verified by standard recoveries within plus or minus ten percent of the curve. ' B. Definitions ' Batches are used as the basic unit for Quality Assessment. A Batch is defined as twenty or fewer samples of the same matrix which are prepared together for the same analysis, using the same lots of reagents and the same techniques or manipulations, all within the same continuum of time, up to but not exceeding 24 hours. ' Laboratory Control Samples are used to assess the accuracy of the analytical method. A Laboratory Control Sample consists of reagent water or sodium sulfate spiked with a group of target analytes representative of the method analytes. Accuracy is defined as the degree of agreement of the measured value with the true or ' expected value. Percent Recoveries for the Laboratory Control Samples are calculated to assess accuracy. Method Blanks are used to assess the level of contamination present in the analytical system. Method Blanks consist of reagent water or an aliquot of sodium sulfate. Method Blanks are taken through all the appropriate ' steps of an analytical method. Sample data reported is not corrected for blank contamination. Surrogate Compounds are used to assess the effectiveness of an analytical method in dealing with each sample matrix. Surrogate Compounds are organic compounds which are similar to the target analytes of interest in chemical behavior, but which are not normally found in environmental samples. Percent Recoveries are calculated for each Surrogate Compound. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 ' GROUNDWATER ANALYTICAL ' Quality Control Report Laboratory Control Sample Category: EPA Method 8012E-Halogenated ' QC Batch ID: VG2-1801-W Matrix: Aqueous Units: ug/L Number Analyte _ ! Spiked Measured Recovery QC Limits 75-35-4 1,1-Dichloroethene _ 5 5 102% 70- 130 % -..--- -- ----- ---- - --- -----_ -.--- -- -- - 11)% .------ 79-01 6 Tnchloroethene _ __ _ 5 5 110% 70- 130 °k _ --- — _ _..._ _ ._.. - --_.- 108-90.7 Chlorobenzene 5 6 QC Surrogate Compound Recovery QC Ltmtts 1,2-Dichloroethane-d4 102 % 70-130 % ' Method Reference: Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition, Update III (1996). Report Notations: All calculations performed prior to rounding. Quality Control Limits are defined by the methodology, or alternatively based upon the historical average recovery plus or minus three standard deviation units. A I i 1 �j Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay,MA 02532 ' GROUNDWATER ANALYTICAL ' Quality Control Report Method Blank Category: EPA Method 8021 B-Halogenated ' QC Batch ID: VG2-1801-W Matrix: Aqueous CAS Number Analyte Concentration a 'f c w• r 75-718 Dichlorodifluoromethane BRL ug/L 5 -- ----- ----- - - - 7487 3 Chforomethane _ _ BRL ug/L 5 - -- -- - - ---- -75-01-4 Vinyl Chloride BRL ug/L- 2 7483 9 Bromomethane BRL ug/L 5 75-00.3 _ Chloroethane BRL ug/L 5 69-4 TnchlorofluoromeIhane_ BRL _______ug/L 1 ' 75-35-4 _ 1_1-Dichloroethene _BRL _ ug/L 1 _-75-09-2 - -Methylere Chloride_ BRL ug/L 1 l56-60-5 trans-1, BR______u -_2-Dichloroethene B ug/L 1 75-34-3 1,1-Dichloroethane BRL' ug/L 1 156-59-2 cis-1,2-Dichloro— ethene-� BRL I ug/L 1 67-66-3 Chloroform BRL ug/L 1 107-06-2 1,2-Dichloroethane _ BRL ug/L i 1 71-55-6 ! 1,1,1-Trichloroethane_ BRL ! ug/L 1 56-23-5 Carbon Tetrachloride BRL ug/L 1 ~; 78-87-5 1,2-Dichloropropane BRL ug/L 1 79-01.6 Trichloroethene BRL __ ! ug/L _ 1 ' L75274 Bromodichloromethane BRL -F ug/L 1 110-75-8 1 2-Chloroethyl Vinyl Ether I BRL j ug/L 5 10061-01-5 cis-1,3-Dichloropropene T_ BRL ug/L 1 10061�-02-6 '; trans-1,3-Dichloropropene BRL ug/L 1 79-00-5 1,1,2-Trichloroethane I _ BRL ug/L 1 —1 j 12448-1 1 Dibromochloromethane 1 BRL ug/L 1 . j 127-18-4 Tetrachloroethene BRL ug/L 1 j ' 108-90-7 Chlorobenzene BRL ug/L 1 75-25-2 1 Bromoform BRL ug/L 1 j 7.9-34-5 1 1,1,2,2-Tetrachloroethane I BRL ug/L 1 ' 11 541-73-1 1,3-Dichlorobenzene ' BRL ug/L 7 j 106-46-7 1 1,4Dichlorobenzene i BRL ug/L 1 j 95-50-1 1 1,2-Dichlorobenzene BRL ug/L 1 QC Surrogate Compound Recovery QC Limits 1,2-Dichloroethaned4 97 % 70- 130% Method Reference: Test Methods for Evaluating Solid Waste,US EPA, 5W-846,Third Edition, Update III(1996). Analyte list as selected from list formerly specified by EPA Method 8010B. 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. 1 Groundwater Analytical, Inc., P.O. Box 1200,228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL ' Certifications and Approvals CONNECTICUT, Department of Health Services, PH-0586 Potable Water,Wastewater/Trade Waste,Sewage/Effluent,and Soil pH,Conductivity,Acidity,Alkalinity,Hardness,Chloride,Fluoride,Ammonia,Kjeldahl Nitrogen,Nitrate,Nitrite,Onhophosphate,Total Dissolved Solids.Cyanide,Aluminum,Antimony,Arsenic,Barium,Beryllium,Cadmium,Total Chromium,Hexavalent Chromium,Cobalt,Copper,Iron,Lead, Magnesium,Manganese,Mercury,Molybdenum,Nickel,Potassium,Selenium,Silver,Sodium,Thallium,Tin,Titanium,Vanadium,Zinc,Purgeable Halocadons,Purgeable Aromatics,Pesticides,PCBs,PCBs in Oil,Ethylene Dibromide.Phenols,Oil and Grease. MAINE, Department of Human Services, MA103 Drinking Water Reciprocal certification in accordance with Massachusetts certification for drinking water analytes. Waste Water Reciprocal certification in accordance with Massachusetts certification for waste water analyles. MASSACHUSETTS, Department of Environmental Protection, M-MA-103 Potable Water Antimony,Arsenic,Barium,Beryllium,Cadmium,Chromium,Copper,Lead,Mercury,Nickel,Selenium,Thallium,Nitrate.N,Nitrite-N,Fluoride, Sodium,Sulfate,Cyanide,Turbidity,Residual Free Chlorine,Calcium,Total Alkalinity,Total Dissolved Solids,pH,Trihalomethanes,Volatile Organic ' Compounds,1,2-Dibromcethane, 1,2-Dibromo-3-chloropropane,Total Coliform,Fecal Coliform,Heterotrophic Plate Count,E-Coli Non-Potable Water Aluminum,Antimony,Arsenic,Beryllium,Cadmium,Chromium,Cobalt,Copper,Iron,Lead,Manganese,Mercury,Molybdenum,Nickel,Selenium, ' Silver,Strontium,Thallium,Titanium,Vanadium,Zinc,pH,Specific Conductance,Total Dissolved Solids,Total Hardness,Calcium,Magnesium, Sodium,Poussium,Total Alkalinity,Chloride,Fluoride,Sulfate,Ammonia-N,Nitrate�N,Kjeldahl-N,Orthophosphate,Total Phosphorus,Chemical Oxygen Demand,Biochemical Oxygen Demand,Total Cyanide,Non-Filterable Residue,Total Residual Chlorine,Oil and Grease,Total Phenolics, Volatile Halocarbons,Volatile Aromatics,Chlordane,Aldrin,Dieldrin,DDD,DDE,DDT,Heptachlor,Heptachlor Epoxide,Polychlorinated Biphenyls(water),Polychlorinated Biphenyls(oil). MICHIGAN, Department of Environmental Quality Drinking Water Trihalomethanes,Regulated and Unregulated Volatile Organic Compounds by EPA Method 524.2;1,2-Dibromcethane,1,2-Dibromc-3- chloropropane by EPA Method 504.1 NEW HAMPSHIRE, Department of Environmental Services, 202798 Drinking Water Metals by Graphite Furnace,Metals by ICP,Mercury,NitriteN,Orthophosphate,Residual Free Chlorine,Turbidity,Total Filterable Residue,Calcium ' Hardness,pH,Alkalinity,Sodium,Sulfate,Tout Cyanide,Insecticides,Herbicitles,Base/Neutrals,Trihalomethanes,Volatile Organics,Vinyl Chloride,DBCP,EDB,Nitrate-N. Wastewater ' Metals by Graphite Furnace,Metals by ICP,Mercury,pH,Specific Conductivity,TDS,Tout Hardness,Calcium,Magnesium,Sodium,Potassium, Total Alkalinity,Chloride,Fluoride,Sulfate,Ammonia-N,Nitrate-N,Orthophosphate,TKN,Total Phosphorus,COD,BOD,Non-Filterable Residue, Oil&Grease,Toul Phenolics,Tout Residual Chlorine,PCBs in Water,PCBs in Oil,Pesticides,Volatile Organics,Total Cyanide. RHODE ISLAND, Department of Health, 54 Surface Water,Air,Wastewater, Potable Water,Sewage Chemistry: Organic and Inorganic 'I Groundwater Analytical, Inc., P.O. Box 1200, 22&Main Street, Buzzards Bay,MA 02532 I� 1 Groundwater Analytical,Inc. GROUNDWATER rI /�'1 G P.O.Box 1200 ANALYTICAL Buz Main Street Buzzards Bay,MA 02532 ' Telephone(508)759-4441 FAX(508)759-4475 September 6, 2000 Mr. Eric Cardinal Atlantic Environmental 15 Hamilton St. New Bedford, MA 02740 Project: Blain Hair School/5786.00 Lab ID: 35562 Sampled: 08-28-00 iDear Eric: Enclosed are the Volatile Organics Analyses performed for the above referenced project. This project was processed for Priority One Week 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 JRS/myr Enclosures GROUNDWATER ANALYTICAL EPA Method 8021 B Halogenated Volatile Organics by GC/ELCD Field ID: MW-1 Laboratory ID: 35562-01 Project: Blain Hair School/5786.00 QC Batch ID: VG2-1782-W ' Client: Atlantic Environmental Sampled: 08-28-00 Container: 40mL Glass Vial Received: 08-28-00 Preservation: HCI/Cool Analyzed: 08-30-00 Matrix: Aqueous Dilution Factor. 1 CAS Number '"'"`° ;,Anal to s '`I' "`':'Concentration '- ?'Units Reporting Limit - 75_71_8 Dichlorodifluoromethane _ _BRL_ ug/L 5_ ' 74-87-3 Chloromethane BRL ug/L 5 75-01-4 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 1 75-35-4 1 1, Dichloroethene BRL ug/L 1 75-09-2 Methylene Chloride EIRL ug/L 1 156-60-5 trans-1,2-Dichloroethene BRL ug/L 1 75-343 1,1-_Dichloroethane BRL ug/L 1 + 156-59-2 cis-1,2-Dichlo— roethe e 6 ug/L 1 67-66-3 Chloroform BRL ug/L 1 ' 107-06-2 1,2-Dichloroethane _ BRL ug/L i 71-55-6 t,l,l-Trichloroethane BRL _ ug/L 1 56-23-5 Carbon Tetrachloride BRL ug/L 1 _ ' 78-87-5 1,2-D_ichloropropane — _ BRL — _ ug/L 1 79-01-6 Trichloroethene _ 10 ug/L 1 _ 75-27-4 Bromodichloromethane —_ BRL ug/L t 11061-0 2-s-1,3- ethyl Vinyl Ether —BRL — ug/L _i- 10061-01-5 cis-1,3-Dichlororopropene BRL ug/L 1 10067-02-6 trans-_7,3-D_ichloropropene _BRL ug/L 1 79-00-5 1,1,2-Trichloroethane BRL ug/L 1 ' 124 48 1 Dibromochloromethane BRL ug/L 1 127 18-4 _ Tetrachloroethene 2t0 _ _ _ _ug/L 1 108 90 7 Chlorobenzene BRL ug/L t i-75 25 2 Bromoform .BRL _ug/L 179 34 5 1 1 2,2 Tetrachloroethane BRL ug/L 1 541 73 1 1 3 Dic_hlorobenz_ene --_ --_- -- -- -BRL - ----ug/L _ - , 106-06-7 1 4-Dichlorobenzene BRL ug/L 1 -- ---- — ---- -- --- ------ 95.50-1- ---.- _- 1,2-Dichlorobenzene BRL ._--.-___.--.-_I-_- ug/L_-__-_ ---__-I QC Surrogate Compound Recovery QC Limits — i 1,2 Dichloroethaned4 �- ---,-._ _ 94 % I 70 130 % - ' Method Reference: Test Methods for Evaluating Solid Waste, US EPA,SW-846,Third Edition, Update III(1996). Analyse list as selected from list formerly specified by EPA Method 8010B. 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 GROUNDWATER ANALYTICAL EPA Method 8021E Halogenated Volatile Organics by GC/ELCD Field ID: MW-2 Laboratory ID: 35562-02 Project: Blain Hair School/5786.00 QC Batch ID: VG2-1782-W Client: Atlantic Environmental Sampled: 08-28-00 Container: 40mL Glass Vial Received: 08-28-00 Preservation: - HCI/Cool Analyzed: 08-30-00 ' Matrix: Aqueous Dilution Factor: 1 CAS Number Anal e i yt Concentration Umts� Reporting Limit 75-71-8 Dichlorodifluoromethane BRL ug/L 5 7487-3 Chloromethane BRL -- _ ug/L 5 75-01-4 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 Trichloro8uoromethane _ BRL ug/L 1 _75-354 1,1-Dichloroethene _ _—_- BRL _ ug/L 1 75-09-2 Methylene Chloride _ _ _ BRL _ ug/L 1 �. 156-60-5 trans-1,2-Dichloroethene _BRL ug/L 1 75-34-3 1,1-Dichloroethane BRL ug/L i 15C59-2 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 _ ' - 78 87 5 1,2-Dichloropropane _ _BRL _ ug/L 1 7901-6 Trichloroethene BRL _ ' ug/L li 75 27-4 Bromodichloromethane BRL ug/L 1 110-75-8 12-Chlor_oethyl Vinyl Ether -- _--- BRL_ _— ug/L 5 10061-01-5 cis-1,3-Dichloropropene BRL _ ug/L 1 10061-02-6 1trans-1,3-Dic_hloro_propene BRL ug/L 1 79-00-5 1 1 2-Trichloroethane BRL T u 1 � ug/L ' -124481 Dlbromochloromethane BRL ug/L 1 J-127-18-4_______ Tetrachloroethene 3 ug/L 1 08 90 7 Chlorobenzene BRLug/L5_25-2 —Bromoform — ----- ------ -BRL ...---- -- -- ug/L_ -�— — —79 345 -1,1 2,2--a mchloroethane BRL ___ ug/L 1 541 73 1 1 3 Dichlorobenzene BRL ug/L 1 -- - 106467 ! 1 4 Dichlorobenzene I BRL ug/L _ 1 j 95 50.1 L 1 2-Dichlorobenzene BRL ug/L 1 QC Surrogate Compound _ _ Recovery QC Limits 1,2 Dichloroethane-d - -- _._- --- a---- - --- — — -- - 94% _ - J _ 70 130 % ' Method Reference: Test Methods for Evaluating Solid Waste, US EPA,SW-846,Third Edition, Update III(1996). Analyle list as selected from list formerly specified by EPA Method 8010B. 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. Groundwater Analytical, Inc., P.O. Box 12,00, 228 Main Street, Buzzards Bay, MA 02532 i. GROUNDWATER ANALYTICAL EPA Method 8021 B Halogenated Volatile Organics by GC/ELCD Field ID: MW-3 Laboratory ID: 35562-03 Project: Blain Hair School/5786.00 QC Batch ID: VG2-1782-W Client: Atlantic Environmental Sampled: 08-28-00 Container: 40ml.Glass Vial Received: 08-28.00 Preservation: HCI/Cool Analyzed: 08-30-00 ' Matrix: Aqueous Dilution Factor: 1 CAS Number __ Atwlyte _ Concentration ___ Units Reporting Limit 75-71-8 DichlorodiFluoromethane BRL ug/L 5 ---- — ----- -- 7487-3 C nyl—Chl—de BRL ug/L 5 75-01-4 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 1 75-35-4 1,1-Dichloro_ethene BRL_ ug/L 1 75-09-2 _ Methylene Chloride BRL ug/L 7 156-60-5 trans-1,2-Dichloroethene BRL ug/L 1 ' 75-34-3 1,1-Dic_hloroethane BRL ug/L 1 15659-2 cis-1,2-Dichloroethene 10 ug/L 1 67-66-3 Chloroform 2 ug/L 1 107-06-2 1,2-Dichloroethane BRL ug/L 1 71-55-6 1,1,1-Tri_chIoroethane BRL _ ��ug/L 1 56-23-5 Carbon Tetrachloride BRL ug/L�-1 78-87-5 ) pane _BRL _ ug/L 1 79-01-6 chloroeth_ene �i-- 5 _ _up�_L 75-27-4 _ -_BRL_ _ ug/L _1 110-75-8 hloroeth I Vinyl Ether _ -..---- — Y Y BRL -- ug/L 1--- 5 10061-01-5 as-1,3-Dichloropropene BRL _ ug/L 1 10061-02-6 I trans-1,3-Dichloropropene BRL ug/L 1..-- -- - --- j— -- ...._ --- ethane -- -- ---- ..------ --- - -- 79-00-5 � 1,1,2-Trichloroe[hane _BRL ug/L 1 - - — — --- 124481 Dibromochlorome --- BRL __u L ne— g� 127 18 4 Telrachloroelhene 56 _ _ ug/L 108 90 7 Chlorobenzene BRL ug/L I ' 75 25 2 I Bromoform BRL ug/L 7 79 34 5 I_1 1 2 2 Tetrachloroethane _BRL _ ug/L t 541 73 1 1 3 Dichlorobenzene I BRL _ _ug/L 706-46-7 7 4 Dichlorobenzene _ BRL j ug/L _� 1 ' 95 50 1 1 2-Dichlorobenzene I _ BRL ug/L 1 .-- -- -- -- --- - -- - _._. i. ---- ---- -QC Surrogate Compound Recovery QC Lrmits 1,2 Dlchloroethane-d, 93 % _ 70 130 % ' Method Reference: Test Methods for Evaluating Solid Waste, US EPA,SW-846,Third Edition, Update III(1996). Analyze list as selected from list formerly specified by EPA Method 8010B. Report Notations: BRL Indicates concentration, if any, is below reporting limit for analyze. Reporting limit is the lowest t 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 GROUNDWATER ANALYTICAL EPA Method 8021E ' Halogenated Volatile Organics by GC/ELCD Field ID: MW-4 Laboratory ID: 35562-04 Project: Blain Hair School/5786.00 QC Batch ID: VG2-1782-W Client: Atlantic Environmental Sampled: 08-28-00 Container: 40mL Glass Vial Received: 08-28-00 Preservation: HCI/Cool Analyzed: 08-30-00 Matrix: Aqueous Dilution Factor: 1 CAS Number _: : Anal a Concentration Units Reporting Limit 75-71-8 Dichlorodifluoromethane BRL ug/L 5 -74-87-3 Chloromethane BRL ug/L 5 75-01 4 Vinyl Chloride_ BRL ug/L 2 74-83-9 Bromomethane BRL _ ug/L 5 75-00-3 Chloroethane BRL ug/L 5 75-69A Trichlorofluoromethane BRL ug/L 1 75-35-4 1,1-Dichloroethene BRL ug/L 1 75-09-2 Methylene Chloride BRL ug/L 1 ' 156-60-5 trans-1,2-Dichloroethene BRL ug/L 1 75-34-3 1,1-Dichloroethane BRL ug/L 1 156-59-2 cis-1,2-Dich1oroethene _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 ' 78-87-5_1 2 Dichloropropane -- ---_____BRL ug/L 1 79-01-6 -Trichloroethene BRL__ ug/L 1 175-27-4 Bromodichloromethane BRL ug/L 1 110 75 8 2 Chloroethyl Vinyl Ether BRL __ ug/L 5 f-- _ --- _ ---- 10061-01-5 c1s 1,3-Dichloropropene BRL ug/L 1 - _ - - _. . . . .._..------._ _..---- --.._ . . --� --- _70061-02-6 trans-1 3 Otchloropropene � _ _BRL -7900-5 11,2-Tnthloroe[hane __ _BRL -_-_I_ ug/L 1 -124-48-1- Dibromochloromethane - I - BRL - u L 1 L-- Y� 12718-0 I Tetrachloroethene 27 ug/L 1 _6 .-- - o --- - -- - - ---- 108 90 7 _l Chlorobenzene ____ __ BRL ' ug/L _ 1 75. 25 2 _ Bromoform I BRL ug/L 1 79 34 5 _--_I_7 1 2,2-Tetrachloroethane _BRL _ _ ug/L 7 541 73 1 1 9 Dichlorobenzene r BRL I 10(r4(r7 14Dichlorobenzene BRL I -- J ' 95 50 1 1,2-Dichlorobenzene BRL ug/L _ QC Surrogate Compound RecoveryQC Limits --- 1 2 Dichloroethane-da — 1 - -a/ -- - -- o - -' 1 � 97 0 70 130 /o ' Method Reference. Test Methods for Evaluating Solid Waste, US EPA, 5W-846,Third Edition, Update III (1996). Analyte list as selected from list formerly specified by EPA Method 8010B. Report Notations: BRL Indicates concentration, if any, is below reporting limit for analyle. 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. i 1 , , Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL EPA Method 8021 B Halogenated Volatile Organics by GC/ELCD Field ID: MW-5 Laboratory ID: 35562-05 Project: Blain Hair School/5786.00 QC Batch ID: VG2-1782-W Client: Atlantic Environmental Sampled: 08-28-00 Container: 40mL Glass Vial Received: 08-28-00 Preservation: HCI/Cool Analyzed: 08-30-00 Matrix: Aqueous Dilution Factor: 1 CAS Number IAnal e - Concentration "—_�_ �Units Reporting Limit 75-71-8 Dichlorodifluoromethane BRL____ ug/L 5 74-87.3 Chloromethane _BRL ug/L 5 75-01-4 Vinyl Chloride BRL ug/L 2 74-83-9 _ —BrOmo_m_ethane _ BRL ug/L _ 5_ 75-00.3 Chloroethane BRL ug/L 5 75-694 Trichlorofluoromethane BRL ug/L 1 75-354 1,1-Dichloroethene BRL ug/L_ _t 75-09-2 M rideethylene Chlo BRL ug/L 1 ' 15-34- -- Vans-1,2-D ethaoethene -- — BRL- -- ug/L 1 75-34-3 1,1-Dichloroe[hane BRL ug/L ro 1 156-59-2 cis-1,2-Dichloethene BRL ug/L 1 67-66-3 Chloroform 2 _ 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 _ ugtL 1 78-87-5 _ richli roeth propane"--_ -_ —__ — BRL —— ug/L_- 79 01 6 Tnchloroethene 8RL ug/L 1 75274 Bromodichloromethane 6RL _ _ug/L 1 110.75-8 2 Chloroethyl Vinyl Ether BRL ug/L _ 5_ 10061-01-5 cis-1,3-Dichloropropene BRL ug/L 1 70061-02-6 tram- l,3-Dichloropropene BRL ug/L 1 1-. 79-00-5 1,1,2-Trichloroethane BRL ury/L 1 - L-. - _- --""_---_ -_--_�- 124-48 1 I Dlbr_omochloromethane BRL ug/L I 1 127 18 4 ____ Tetrachloroethene 17 _ug/L 1 • 108 9 07 Chlorobenzene _ _ BRL ug/L _ t 75 25 2 Bromoform _ __ BRL ug/L _ t 79 34 5 1 1 2,2 Tetrachloroethane BRL ug/L --- --)_ 73 1 1 3 Dichlorobenzene BRL _ ug/L 1 106-467 1 7 4-Dichlorobenzene BRL ug�L j 95-50.1 � 1 2-Dichlorobenzene BRL 1 ug/L I 1 QSurrogate Compound Recovery QC Limits ! 1,2-Dichloroethanetl -- -- - ----" I- "-- - + 98 /0 70 130 % -' Method Reference: Test Methods for Evaluating Solid Waste, US EPA,SW-846,Third Edition, Update III(1996). Analyze list as selected from list formerly specified by EPA Method 8010B. 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 GROUNDWATER ANALYTICAL EPA Method 8021E Halogenated Volatile Organics by GC/ELCD Field ID: MW-7 Laboratory ID: 35562-07 Project: Blain Hair School/5786.00 QC Batch ID: VG2-1782-W Client: Atlantic Environmental Sampled: 08-28410 Container: . 40mL Glass Vial Received: 08-28-00 Preservation: - HCI/Cool Analyzed: 08-30-00 Matrix: Aqueous Dilution Factor 1 CAS Number. a :. k.. 'Analyte „; „,,, . ,.Concentration _ ";:'Umts Reporting_Limit 75-71-8 Dichlorodifluoromethane BRL ug/L 5 ' 74-87-3 Chloromethane BRL ug/L 5 75-01-4 Vinyl Chloride BRL ug/L 2 74-83-9 Bromomethane BRL ug/L 5 75-00-3 Chloroethane BRL ug/L 5 75-694 Trichlorofluoromethane BRL ug/L 1 _75-35-4 1,1-Dichloroethene _ BRL u�L 1 75-09-2 1 Methylene Chloride BRL ug/L 1 156-60-5 trans-1 hl Dichloroethene - BRL — ug/L 1 75-34-3 1 s-1,2--D h-Ioro th BRL ug/L 1 15rr59-2 cis-7rofDichloroethene 74 _ 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 -- - — - 78-87-5 1,2-Dichloropropane BRL ug/L 1 _ 79-01- Trichloroethene 10 ug/L 1 - 6 75-27-:U l - om --- --------- -------------...---- - - -4 Brodichloromethane _ BRL � ug/L -- ---1 - 110-75-8 2-Chloroethyl Vinyl Ether BRL ug/L 5 -01' 10061 -5 cis-1,3-Dichloropropene _ BRL _ _ ug/L 1 3 10061-02-6 _ _trans-1, -Dichloropropene _BRL ug/L 1 79-00-5 1,1,2-Trichloroethane _ BRL ug/L 1_ 124-18-1 Dibromochloromethane BRL ug/L 1 -1 -- ro --._._.. .- -- - ----- --- ----- - - ----- ------- 127-18-4 Tetrachloroethene 180 ug/L -_ 1 108-90-7 Chlorobenzene - BRL _ ug/L __ 1 75 25 2 Brom_oform BRL ug/L 1 -. _ . _chlo. 79 34 5 1 1,2,2 Tetraroethane _ BRL ug/L 1 I 541 73 1 1 3 Dtchlorobenzene _ _BRL _ ug/L_ 1 I_106-06-7 1 4 Dtchlorobenzene BRL ug/L 1 ..-- -- - - - - --- - _- --- -- 95 50.1 1 1 2 Dtchlorobenzene BRL u L 1 QC Surrogate Compound Recovery QC Limits 1 2-Dichloroethane-d4 � -__- 96 % _--� 70 130% Method Reference: Test Methods for Evaluating Solid Waste, US EPA,SW-846,Third Edition, Update III(1996). Analyte list as selected from list formerly specified by EPA Method 8010B. Report Notations: BRL Indicates concentration,if any, is below reporting limit for analyle. 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. I Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL EPA Method 8021E Halogenated Volatile Organics by GC/ELCD Field ID: MW-8 Laboratory ID: 35562-08 Project: Blain Hair School/5786.00 QC Batch ID: VG2-1782-W Client: Atlantic Environmental Sampled: 08-28-00 Container: 40mL Glass Vial Received: 08-28-00 Preservation: HCI/Cool Analyzed: 08-311-00 Matrix: Aqueous Dilution Factor 1 -`CAS,Number ;"+.,.,; ,=' CAnal a `," -�, , ;.,. .„ ;.Concentration,; �:r Reporting-Limit 75-71-8 Dichlorodifluoromethane BRL ug/L 5 74-87-3 Chloromethane BRL ug/L 5 75-01-4 _Vinyl Chloride BRL ug/L 2 74-83-9 Bromomethane BRL W91L 5 75-00-3 Chloroethane BRL ug/L 5 r 75-69-4 Trichlorofluoromethane BRL ug/L 1 75-35-4 1,1-Dichloroethene BRL _ ug/L 1 75-09-2 Methylene Chloride _ BRL _ ugtL 1 156-60-5 trans-1,2-Dichloroethene BRL ug/L 1 75-34-3 1,1-Dichloroethane BRL ug/L 1 156-59-2 cis-1,2-Dichloroeth ne BRL Mitt 1 67-663 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 78-87-5 1,2-Dichloropropane BRL ug/L 1 r 79-01-6 Trichloroethene — —_ 3 _ ug/L_ 1 75-27-4 Bromodichloromethane BRL ug/L 1 ------ -- -------- 11C75-8 — 2-Chloroethyl Vinyl Ether - BRL ug/L 5 ' 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 - -- 124-48-1 Dibromochloromethane BRL Mitt 1 127 18 4 ac Tetrhloroetheue 170 Mitt 1 - ----.. _ ac ---- ------ - - -..._--- - - — -- ----- ---- — 108 90 7 CMorobenzene — BRL _ ug/L 1 75 25 2 _ Bro_m_oform _ BRL ug/L 1 79-34-5 1,3-DicTetrobenzoethane _ BRL ug/L ' �541-73-1 1,3-Dichlorobenzene BRL ug/L 1 l 106-46-7 1 4 Dichlorobenzene BRL ugtL 1 95 50 1 1 2 Dichlorobenzene_ BRL _ug/L 7 11 QC Surrogate Compound _ — Recovery___ QC Limits � 7,2 Dichloroethane-da 94 /0 70 730 k Method Reference: Test Methods for Evaluating Solid Waste, US EPA,SW-846,Third Edition,Update III (1996). Analyze list as selected from list formerly specified by EPA Method 8010B. 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. r r Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay,MA 02532 to GROUNDWATER ANALYTICAL Project Narrative Project: Blain Hair School/5786.00 Lab ID: 35562 Client: Atlantic Environmental Received: 08-28-00 A. Physical Condition of Sample(s) This project was received by the laboratory in satisfactory condition. The sample(s) were received undamaged in appropriate containers with the correct preservation. B. Project Documentation �\ This project was accompanied by satisfactory Chain of Custody documentation. The sample container label(s) agreed with the Chain of Custody. C. Analysis of Sample(s) 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. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER 228 Man S PO.Box 1200 Buzzards Bay ,MA02532 CHAIN-OF-CUSTODY RECORD ANALYTICAL Telephone(508)759-4441 AND WORK ORDER N9 42922 FAX(508)759-4475 Project Name: ++ Firm: TURNAROUND ANALYSIS REQUEST 1kAu 55tt4:L ❑ STANDARD If O Business Days) vemn.. srmlaelamn Imedncaa Nem. M1°•'�^ wean. warn penmlraemMry fare,Project Number: Address: �RIORITY(5 Business Days) E o 2S a a -C�/ 13 i(.V 171:i^-1 f ❑ RUSH(RAN- 1 F 2 4 _ £ `a Sampler Name: City/State/tip: (Ruse requires Rush Authorization Number) $q I Please FAX ES ❑ NO a A _ RAG (J k.-; -�n ;llA FAX Number: 3l' e S g5 pp S .eject Manager: Telephone: BILLING o o a o o o o E p p Purchase Order No.: GWA Reference No.: ff $ = S3 $ $ 4 NSTRUCTIONS:Use separate line for each container(except replicates). z 5 v O 4 :amplIng Malrlx Type Contalner(s) Presenatlon h 0 5 0 s 0 s 9 5 c c o o v v c v v ° v SaNPLE i y ",in LABORATORY IDENtIFlCAOON R i $ W d NUMBER $$ �d a a a a a a a _ a5 „ a - g (Lab Use Only) dggx3P ` � ; £ ° g ° 4tlaa 3 3` 03 = � $ gkkes 55(�aS § $ 3 a § � " s' aci € 3 � s9313 `a § 's � a2 v a v v v v o v o o v v v a v v o o B c o - v v v v v v v o = v v nls 3 if U3r w-z a 1"YS �qW, 3 1m h1'r 5 rnr u > nw- I fillg REMARKS/SPECIAL INSTRUCTIONS DATA QUALITY OBJECTIVES CHAIN-OF-CUSTODY RECORD Regulatory Program Project Specific OC NOTE:All samples submitted subject to Standard Terms and Conditions on reverse hereof. )yLL LrkN`r G Sale Drinking Water Act Many regulatory programs and EPA methods require project Relinquish tar. Dale Time Received by: Receipt Temperature: 1 ❑Ma DEP Form specific OC.Protect specific OC includes Sample Du 'I' tes, p '^.'�qQ- O NPDES/Clean Water Ad Matrix Spikes,and/or Matrix Spike Duplicates.Laboratory OC is _ Dd'' Speuty Slate: not project specific unless prearranged.Project specific OC �x O CLCn�1):'/L ❑RC Hai.Waste Char. samples are charged on a per sample basis.For water samples, Relinquished by: Date Time Received by: Shippirg/Airbill A MCP(310 CMR 40) each MS,MSD and Sample Duplicate requires an additional Number: Reportable Concentrations sample aliquot. G W I O RCS-1 Project Specific OC Required SeNdbn of OC Sample Relinquished by: Data Time Received by Laboratory: Custody Sear' RCGW 2G RCS-2 ❑Sample Duplicate ❑Seledad by labpratory I' i Copley Serial y� 7'kk�-lull`, L Number: ❑NH Dredge Disposal0ME D Matdx Spike ❑%eau use sample: o ❑NH O Al p CT❑ME Method of Shipment: O GWA Co ❑Express Mail ❑Federal Expra' Specify Category: ❑Malhx spire Duplicate ❑UPS antl 0 GROUNDWATER ANALYTICAL Quality Assurance/Quality Control A. Program Overview Groundwater Analytical conducts an active Quality Assurance program to ensure the production of high quality, valid data. This program closely follows the guidance provided by Interim Guidelines and Specifications for Preparing Quality Assurance Project Plans, US EPA QAMS-005/80 (1980), and Test . Methods for Evaluating Solid Waste, US EPA, SW-846, Update III (1996). Quality Control protocols include written Standard Operating Procedures (SOPs) developed for each analytical method. SOPS are derived from US EPA methodologies and other established references. Standards are prepared from commercially obtained reference materials of certified purity, and documented for traceability. Quality Assessment protocols for most organic analyses include a minimum of one laboratory control sample, one method blank, one matrix spike sample, and one sample duplicate for each sample preparation batch. All samples, standards; blanks, laboratory control samples, matrix spikes and sample duplicates are spiked with internal standards and surrogate compounds. All instrument sequences begin with an initial calibration verification standard and a blank; and excepting GC/MS sequences, all sequences close with a continuing calibration standard. GC/MS systems are tuned to appropriate ion abundance criteria daily, or for each 12 hour operating period, whichever is more frequent. Quality Assessment protocols for most inorganic analyses include a minimum of one laboratory control sample, one method blank, one matrix spike sample, and one sample duplicate for each sample preparation batch. Standard curves are derived from one reagent blank and four concentration levels. Curve validity is verified by standard recoveries within plus or minus ten percent of the curve. ' B. Definitions Batches are used as the basic unit for Quality Assessment. A Batch is defined as twenty or fewer samples of the same matrix which are prepared together for the same analysis, using the same lots of reagents and the same techniques or manipulations, all within the same continuum of time, up to but not exceeding 24 hours: Laboratory Control Samples are used to assess the accuracy of the analytical method. A Laboratory Control Sample consists of reagent water or sodium sulfate spiked with a group of target analytes representative of the method analytes. Accuracy is defined as the degree of agreement of the measured value with the true or expected-value. Percent Recoveries for the Laboratory Control Samples are calculated to assess accuracy. Method Blanks are used to assess the level of contamination present in the analytical system. Method Blanks consist of reagent water or an aliquot of sodium sulfate. Method Blanks are taken through all the appropriate steps of an analytical method. Sample data reported is not corrected for blank contamination. Surrogate Compounds are used to assess the effectiveness of an analytical method in dealing with each sample matrix. Surrogate Compounds are organic compounds which are similar to the target analytes of interest in chemical behavior, but which are not normally found in environmental samples. Percent Recoveries are calculated for each Surrogate Compound. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL Quality Control Report M Laboratory Control Sample Category: EPA Method 8012B-Halogenated QC Batch ID: VG2-1782-W Matrix: Aqueous Units: ug/L CAS,NUmber "t Analyte`.: �, ": '' Spiked`2 :_Measured ` Recovery. i:'.'QC Limits 75-35 4 1 1-Dichloroethene 5 5 102 % 70-130 % _79-01-6 Trichloroethene 5 5 105 % 70-130 % 108-90-7 Chlorobenzene 5—_ _ 5 109% 70- 130% QC Surrogate Compound - Recovery -QC Limits'-- 1,2-Dichloroethaned. ___ _ 103 °/ '__ __ 70- 130% Method Reference: Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition, Update 111(1996). Report Notations: All calculations performed prior to rounding. Quality Control Limits are defined by the methodology, or alternatively based upon the historical average recovery plus or minus three standard deviation units. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL Quality Control Report �- Method Blank Category: EPA Method 80218- Halogenated QC Batch ID: VG2-1782-W Matrix: Aqueous CAS Number Analyte Concentration Units Reporting limit ' 75-71-8 Dichlorodifluoromethane BRL ug/L 5 74-87-3 Chloromethane BRL ug/L 5 75-01-4 Vinyl Chloride --_ - BRL ug/L 2 - - 74-83-9 Bromo-etKa ne g/L BRL u 5 Chl 75 00-3 oroethane BE— ug/L 5 75 69-4 T r ioromethane _BRL ug/L 1 75-35-4 1,l-Di1-Dich-orloroethene BRL ug/L 1 ' 75-09-2 Methylene Chloride _ BRL ug/L 1 156-60 5 trans 1 2 Dichloroethene BRL _ _ug/L _ 75-34-3 1 1 Dichloroethane _ BRL ug/L____ _7 _. ---- -ich en-o - -- - -- - ----- 156-59-2 as 1 2 Dichloroethene _ _ _ BRL ug/L__ ___7 _ 67-66-3 Chloroform - BRL _ - _ ug/L 1 107-06-2 1,2 Dichloroethane BRL ug/L 1 -- - ------- ---_....----- --- ---- ---�-- --- 71-55-6 1,1boTrichloroethane - -- — BRL - -- L L 1 --- - - ' 56-23-5 Carbon Tetrachloride BRL _ ug/L 1 7--5 ---- - - ------ 78-87-5 1,2-Dichloropropane BRL_ _ ug/L 1 79-01-6 Trichloroethane - - - - BRL --_, ug/L _t 75-27-4 Bromodichlorome[hane- —�__ BRL_- - Jr-- ug/L--- 1 110-75-8 2-ChloroethyI Vinyl Ether BRL ug/L 5 10061-01-5 cis-1,3 Dichloropropene BRL l ug/L 1 10061-0246 trans-1,3-Dichloropropene BRL ug/L 1 79-00-5 *1 1 2 Tnchloroethane _ _ BRL i_ ug/L 1 --- -`- - - -- - ---- - ---124-48-1 Dlbromoch_lorometha_ne _ - _ BpL _ j ug/L 12718-4 1 Teirachloroethene _ BRL ug/L 1 - 108 90-7 Chlorobenzene BRL ug/L 1 75 25-2 I Bromoform - - BRL _ _ ug/L 1 _ 1 1 2 2 Tetrachloroethane _ BRL ug/L I 1 541 73-1 1 3 Dichlorobenzene _ BRL __I_ ug/L 1 106-46-7 1 4 Dichiorobenzene _ BRL ug/L - 1 95 50-1 _.L-1 2 Dichlorobenzene L BRL__- --I-- ug/L - QC Surrogate Compound Recovery QC Limits �� 1 2-Dichloroethaneda 95 % 70- 130°/ Method Reference Test Methods for Evaluating Solid Waste, US EPA, 5W 846,Third Edition Update III (1996t. Analyze list as selected from list formerly specified by EPA Method 8010B. Report Notations: BRL Indicates concentration,if any, is below reporting limit for analyze. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 1 GROUNDWATER ANALYTICAL Certifications and Approvals CONNECTICUT, Department of Health Services, PH-0586 �.. Potable Water,Wastewater/Trade Waste,Sewage/Effluent,and Soil pH,Conductivity,Acidity,Alkalinity,Hardness,Chloride,Fluoride,Ammonia,Kjeldahl Nitrogen,Nitrate,Nitrite,Orthophosphate,Total Dissolved Solids,Cyanide,Aluminum,Antimony,Arsenic,Barium,Beryllium,Cadmium,Total Chromium,Hexavalent Chromium,Cobalt,Copper,Iron,Lead, Magnesium,Manganese,Mercury,Molybdenum,Nickel,Potassium,Selenium,Silver,Sodium,Thallium,Tin,Titanium,Vanadium,Zinc,Purgeable Halocarbons,Purgeable Aromatics,Pesticides,PCBs,PCBs in Oil,Ethylene Dibromide,Phenols,Oil and Grease. MAINE, Department of Human Services, MA103 rDrinking Water* Reciprocal certification in accordance with Massachusetts certification for drinking water analyzes. Waste Water ' Reciprocal certification in accordance with Massachusetts certification for waste water analytes. MASSACHUSETTS, Department of Environmental Protection, M-MA-10371 �f Potable Water Antimony,Arsenic,Barium,Beryllium,Cadmium,Chromium,Copper,Lead,Mercury,Nickel,Selenium,Thallium,Nitrate-N,Nitrile,N,Fluoride, Sodium,Sulfate,Cyanide,Turbidity,Residual Free Chlorine,Calcium,Total Alkalinity,Total Dissolved Solids,pH,Trihalomezhanes,Volatile Organic Compounds,1,2-Dibromoethane,1,2-Dibromo-3-chloropropane,Total Coliform,Fecal Coliform,Heterotrophic Plate Count,E-Coli Non-Potable Water Aluminum,Antimony,Arsenic,Beryllium,Cadmium,Chromium,Cobalt,Copper,Iron,Lead,Manganese,Mercury,Molybdenum,Nickel,Selenium, Silver,Strontium,Thallium,Titanium,Vanadium,Zinc,pH,Specific Conductance,Total Dissolved Solids,Total Hardness,Calcium,Magnesium, Sodium,Potassium,Total Alkalinity,Chloride,Fluoride,Sulfate,Ammonia-N,Nitrale-N,Kjeldahl-N,Orthophosphate,Total Phosphorus,Chemical �• Oxygen Demand,Biochemical Oxygen Demand,Total Cyanide,Non-Filterable Residue,Total Residual Chlorine,Oil and Grease,Total Phenolics, Volatile Halocarbons,Volatile Aromatics,Chlordane,Aldrin,Dieldrin,DDD,DDE,DDT,Heptachlor,Heptachlor Epoxide,Polychlorinated Biphenyls(water),Polychlorinated Biphenyls(oil). MICHIGAN, Department of Environmental Quality ' Drinking Water Trihalomezhanes,Regulated and Unregulated Volatile Organic Compounds by EPA Method 524.2;1,2-Dibromoezhane,1,2-Dibromo-3- chloropropane by EPA Method 504.1 NEW HAMPSHIRE, Department of Environmental Services, 202798 Drinking Water Metals by Graphite Furnace,Metals by ICP,Mercury,Nitrite-N,Orthophosphate,Residual Free Chlorine,Turbidity,Total Filterable Residue,Calcium ' Hardness,pH,Alkalinity,Sodium,Sulfate,Total Cyanide,Insecticides,Herbicides,Base/Neutrals,Trihalomethanes,Volatile Organics,Vinyl ' Chloride,DBCP,EDE,Nitrate-N. Wastewater Metals by Graphite Furnace,Metals by ICP,Mercury,pH,Specific Conductivity,TDS,Total Hardness,Calcium,Magnesium,Sodium,Potassium, Total Alkalinity,Chloride,Fluoride,Sulfate,Ammonia-N,NitratrN,Orthophosphate,TKN,Total Phosphorus,COD,BOD,Non-Filterable Residue, Oil&Grease,Total Phenolics,Total Residual Chlorine,PCBs in Water,PCBs in Oil,Pesticides,Volatile Organics,Total Cyanide. RHODE ISLAND, Department of Health, 54 Surface Water,Air,Wastewater, Potable Water,Sewage Chemistry: Organic and Inorganic ,.I Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 r, ' Groundwater Analytical, Inc. GROUNDWATERP.O. O Box 1200 ANALYTICAL Buz Main Street Buzzards Bay,MA 02532 t Telephone(508)759-4441 FAX(508)759-4475 September 7, 2000 ' Mr. Eric Cardinal Atlantic Environmental ' 13 Hamilton Street New Bedford, MA 02740 ' Project: Blaine/5786.00 Lab ID: 35636 Sampled: 08-30-00 Dear Eric: Enclosed are the Volatile Organics Analyses performed for the above referenced project. This ' project was processed for Priority One Week 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. i ' Sincerely, ' Joriathan R. Sanford President ' JRS/jmi Enclosures GROUNDWATER ANALYTICAL EPA Method 8021B ' Halogenated Volatile Organics by GC/ELCD Field ID: AB-1(3) Laboratory ID: 35636-01 Project: Blaine/5786.00 QC Batch ID: VG2-1785-E ' Client: Atlantic Environmental Sampled: 08-30-00 Container: 60mL Glass Received: 08-30-00 Preservation: Methanol/Cool Analyzed: 09-06-00 Matrix: Soil Dilution Factor 4 ' %Moisture 7 CASbNumber f w f_„ Analyte ? k, ."., Conce'ntiatio'hUnrts Reporiirig`Limit 75-71-8 Dichlorodifluoromethane BRL ug/Kg 1,100 ' 74-87-3 Chloromethane BRL ug/Kg 1,100 75-01-4 Vinyl Chloride BRL ug/Kg 430 74-83-9 Bromomethane BRL ug/Kg 1,100 ' 75-00-3 Chloroethane BRL_ ug/Kg 1,100 75-69-4 Trichlorofluoromethane BRL ug(Kg 220 75-35-4 1,1-Dichloroethen_e _ BRL ug/Kg 220 75-09-2 Methylene Chloride BRL ug/Kg 1 220 ' 156-60-5 trans-1,2-Dichloroethene BRL ug/Kg 220 75-34-3 1,1-Dichloroethane BRL ug/Kg 220 15659-2 cis-1,2-Dichloroethene BRL j ug/Kg 220 67-66,3 Chloroform _ BRL �_ ug/Kg' _ 220 107-06-2 1,2-Dichloroethane__— BRL__- ugg/Kg_ _220 71-55-6 1,1,1-Trichloroethane BRL _ug/Kg 220 56-23-5 Carbon Tetrachloride BRL — ug/Kg 220 78-87-5 1,2-Dichloropropane BRL i ug(Kg 220 - ----T- 79-01-6 Trichloroethene BRL ' ug/Kg 220 ------- ------ --------------- ------------------ --- 75-27-4 Bromodichloromethane BRL _ug/Kg 220 ' 110-75-8 — 2-Chloroethyl Vinyl Ether _- BRL — ,_ ug/Kg 1,100 10061-01-5 cis-1,3-Dichloropropene _ _ BRL ug/Kg_ 220 10061-02-6 trans-1,3-Dichloropropene_ _' BRL ug/Kg_ _220__ 79-00-5 1,1,2-Trichloroethane -1 BRL ug/Kg _ 220 124-48-1 Dibromochloromethane_ BRL ug/Kg 220 127-18-4 Tetrachloroethene 4,500 ug/Kg 220 10B-9C Chlorobenzene BRL ug/Kg 220 ' 75-25-2 Bromoform BRL ug/Kg 220 — BRL ---- ---- 79-34-5 1,1,2,2-Tetrachloroethane BRL ug/Kg 220 -- ------- ----------._--.....------ --- 541-73-1 1,3-Dichlorobenzene BRL I ug/Kg 220 _ 106,4&7 1,4-Dichloro_benzene_ - BRL _ug/Kg 22_0_ 95-50-1 1,2-Dichlorobenzene BRL ug/Kg _ 220 QC Surrogate Compound Recovery QC Limits ' _1,2-Dichloroethane-d, 98 % 70- 130 % Method Reference: Test Methods for Evaluating Solid Waste, US EPA,SW-846,Third Edition, Update 111(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,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 8021 B Halogenated Volatile Organics by GC/ELCD Field ID: AB-1(6) Laboratory ID: 35636-02 Project: Blaine/5786.00 QC Batch ID: VG2-1785-E Client: Atlantic Environmental Sampled: 08-30-00 Container: 60ml.Glass Received: 08-30-00 Preservation: Methanol/Cool Analyzed: 09-06-00 Matrix: Soil Dilution Factor: 1 %Moisture: 4 �MCAS.'NUrhbier1'� 773?—Xni—l—w -':v -'- p6rjIrjtJm-'t 75-71-8 Dichlorodifluoromethane B-RL ug/Kg 260 74-87-3 Chloromethane BRL —u 260— 75-01-4 Vinyl Chloride BRL ug/Kg 100 74-83-9 Bromomethane BRL ug/Kg 260 75-00-3 Chloroethane BRL 2-60 75-69-4 Trichlorofluoromethane BRL ug/Kg 52 75-354 1,1-Dichloroethene --8RL ug/Kg 5-2 75-09-2 Methylene Chloride BRL ug/Kg— 52 156-60-5 trans-1,2-Dichloroethene BRL ug/Kg 52 75-34-3 1,1-Dichloroethane BRL ug/Kg 52 156-59-2 cis-1,2-Dichloroethene BRL ug/Kg 5-2 67-66-3 Chloroform BRIL ug/Kg 52 107-06-2 1,2-Dichloroeth _52 71-55-6 1,1,1-Tri ch loraefha—ne BRL ug/Kg 52 56-23-5 Carbon Tetrachloride 52 78-87-5 1,2-Dichloropropane BRL--- ug/K9 52, _ 79-01-6 Trichloroethene BRL---=' ug/Kg 52 75-274 Bromod,ichloromethane---- BRIL ug/Kg 52 110-75-8 2-Chloroethyl Vinyl Ether BRIL ug/Kg 260 ----�0061-01�5 cis ichloropropene BRL ug/Kg— 52 1 10061-02-6 trans-1,3-Dichloropropene BRL ug/Kg 52 79-00-5 1,1,2-Trichloroethane ug/Kg 5-2- 12448-1 Diloronnochloromethane ug1Kg 52 127-184 Tetrachloroethene 130 ug/Kg --52— 108-90-7 Chlorobenzene BRL ug/Kg 52— 75-25-2 Bromoform BRL —ug/Kg 52 79-34-5 1,1,2,2-Tetrachl-oroethane BRL ug/Kg —52 - -- 11,3-[Dichloro�mzene BRL ug/Kg 52 541-T3-1 106 1 -BR L 52 95-50-1 I--4ki 1,2-Dichlorobenzene__ BRL I ug/Kg 52 _QC Surrogate galeCOmpoo_nl Recovery -QC LimitZR2DichloroQthan:d, q7 % 70 O � Method Reference: Test Methods for Evaluating Solid Waste, US EPA,SW-846,Third Edition, Update 111(1996). Analyze 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, 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,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 GC/ELCD Field ID: AB-11(112) Laboratory ID: 35636-03 Project: Blaine/5786.00 QC Batch ID: VG2-1785-E Client: Atlantic Environmental Sampled: 08-30-00 Container: 60mL Glass Received: 08-311-00 Preservation: Methanol/Cool Analyzed: 09-06-00 Matrix Soil Dilution Factor: 1 % Moisture: 2 CAS umuee;; Anal n"i;","-'.""""�� '_ ;::Concentration 75-71-8 Dichlorodifluoromethane BRL ug/Kg 260 74-87-3 Chloromethane BRL ug/Kg 260 75-01-4 Vinyl Chloride BRL ug/Kg 100 74-83-9 Bromomethane BRL ug(Kg 2-60 75-00-3 Chloroethane BRL ug/Kg 260 75-694 Trichlorol'I uomo—methane BRL ug/Kg 51 75-35-4 1,11-Dichloroethene BRL ug/Kg 51 75-09-2 Methylene Chloride BRL ug/Kg 51 156-60-5 trans-1,2-Dichloroethene BRL ug/Kg 51 75-34-3 1,1-Dichloroethane BRL ug(Kg 51 156-59-2 cis-1,2-Dichloroethene' BRL 51 67-663 Chloroform— BRL ug/Kg 51 107-0&2 11,2-Dichloloethane BRL -ug/Kg 51 71-556 1,1,1-Tric 110toroeIhane BRL ug/Kg 51 56-21-5 EqCarlon TetrachlorideBRL ug/Kg 51 78-87-5 1,2-D ropropane ---BRL ug/Kg 51 79-01-6 Trichloroethene BRL ug/Kg 51 75-27-4 Bromodichloromethane BRL ug(Kg 51- 110-75-8 2-Chloroethyl Vinyl Ether L --ug/Kg 260 10061-01-5 cis-1,3-Dichloropropene BRL ug/Kg 51 10061--02-6 trans---1,3-Dichloropropene u K 9 79-M5 YTH61oroethane BRL ug/Kg 51 124-48-1 Dibromochloromethane t--BRL-----I- ug/Kg —51 127-184 Tetrachloroethene 69 ug/Kg 51 108-90-7 Chlorobenzene 1 BRL ug/Kg 5 - 75-25-2 Bromoform M ug/Kg 51 79-34-5 1,1,2,2-fe—trachloroethane BRL ug/Kg 51 541-73-1 11,31-Dich1wodivrizene BRL —"g1ki——511 106-46-7 1,4-Dichlc enzene BRL _ug/Kg_ - 51 95-50-1 1,2-Dichlorobenzene BRL QC Surrogate Compound Recovery QC Limits 1,2-Dichloroelhaned4 96 % 70- 130 % Method Reference: Test Methods for Evaluating Solid Waste, US EPA,SW-846,Third Edition, Update 111(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,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 8021 B Halogenated Volatile Organics by GC/ELCD Field ID: AB-2(3) Laboratory ID: 35636-04 Project: Blaine/5786.00 QC Batch ID: VG2-1785-E Client: Atlantic Environmental Sampled: 08-30-00 Container. 60mL Glass Received: 08-30-00 Preservation: Methanol/Cool Analyzed: 09-06-00 Matrix: Soil Dilution Factor: 1 %Moisture: 6 A'CAs c�Cimc-eifitrailiorl: ,,..,Units ;e, Reporting Limit 75-71-11 Dicllorodiluoromethane BRL ug/Kg 270 74-87-3 Chloromethane BRL ug/Kg 270 75-014 Vinyl Chloride BRL ug(Kg 110 74-83-9 Bromomethane BRL ug/Kg 270- 75-00-3 Chloroethane EIRL ug/Kg_ 270 75-694 -tric-k(o-rofl-u-o-ro—m-e—tha—ne-- ---B-R-L---- —ug(Kg -5-3--- 75-354 1,1-Dichloroethene BRL ug/Kg 53 1 75-09-2 Methylene Chloride BRL ug/Kg 53 156-60-5 trans-1,2-Dichloroethene BRL ug/Kg 53 75-34-3 1,1-Dichloroethane BRL ug(Kg 53 156-59-2 cis-1,2-Dichloroethene BRL ug/Kg 53 67-66-3 Chloroform 56 ug(Kg 53 107-06-2 1,2-Dichloroethane BRL ug/Kg 53 71-55-6 1,1,1-Trichloroethane BRL --- ug/Kg 53 ---- ------- 56-23-5 Carbon Tetrachloride i ug/Kg 53 78-87-5 1,2-Dichloropropane BRL ug/Kg 53 79-01-6 Trichloroethene BRL ugtKg 53 75-27-4 Bromodichloromethane BRL ug(Kg 53 110-75-8 2-Chloroethyl Vinyl Ether BRL ug/Kg 270 10061-01-5 cis-1,3-Dichloropropene BRL _ug/Kg 53 10061-02-6 trans-1,3-Dichloropropene BRL ug/Kg 53 79-00-1 1,1,2-Tnchlorm�tane BRL ug/Kg 53 12448-1 Dibromochloromethane BRL ug/Kg 5-3 127-184 Tetrachloroethene 310 53 Chorobenzene Im-90-7 BRL ug/Kg— 53 75-25-2 Bromoform— BRL ug/Kg 53 1,1,i -- -ne 'jj7 79-34-5 eirachloroetim udkg 53 541-73-1 1,31-Di6lorobenzene BRL ug(Kg 53 106-4&7 1,4�ichlorobenzene BRL ug(Kg _53 � L25-50�1 1,2-Dichlorobenzene BRL ug/Kg 53 QC Surrogate Compound Recovery� QC—Liff—i—ts L_1,2-DichI?methane-d4 100 % 7,D- 130% Method Reference: Test Methods for Evaluating Solid Waste, US EPA,SW-846,Third Edition,Update 111(1996). Analyze 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, 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 8021 B ' Halogenated Volatile Organics by GC/ELCD Field ID: AB-2(6) Laboratory ID: 35636.05 Project: Blaine/5786.00 QC Batch ID: VG2-1785-E ' Client: Atlantic Environmental Sampled: 08-30-00 Container: 60mL Glass Received: 08-30.00 Preservation: Methanol/Cool Analyzed: 09-0&00 Matrix Soil Dilution Factor 1 %Moisture: 7 z- CA5`MU' r2 _,:!� 7-:;Arialyte u r. 4�t'-t� ,t s ,`Coriceotratton z '>'�`�'' T Reporiing Limit 75-71-8 Dichlorodifluoromethane BRL 270 74-87-3 Chloromethane BRL 270 75-01-0 Vinyl Chloride BRL 110 74-83-9 Bromomethane BRL 270 75-00-3 Chloroethane BRL 270 75-69-4 Trichlorofluoromethane BRL 54 75-354 1,1-Dichloroethene BRL ug/Kg 54 75-09-2 Methylene Chloride BRL ug/Kg 54 ' 156-60-5 trans-1,2-Dichloroethene BRL ug/Kg 54 75-34-3 1,1-Dichloroethane BRL ug/Kg 54 15&59-2 cis-1,2-Dichloroethene BRL ug/Kg 54 ' 67-66.3 Chloroform BRL ug/Kg 54 107-06-2 1,2-Dichloroethane BRL ug/Kg 1 54 71-55-6 1,1,1-Trichloroethane_ BRL ug/Kg 54 56-23-5 Carbon Tetrachloride BRL ug/Kg 54 78-87-5 1,2-Dichloropropane .ug/Kg _ 54 79-01-6 Trichloroethene � BRL ug/Kg 54 75-274 Bromodichloromethane — BRL �ug/Kg 54 ' 110-75-8 2-Chloroethyl Vinyl Ether BRL ug/Kg 270 10061-01-5 cis-1,3-Dichloropropene BRIL ug/Kg 54 10061-02-6 trans-1,3-Dichloropropen_e BRL ug/Kg 54 - 79-00-5 1,1,2-Trichloroethane BRL _ug/Kg 54 ' 124-48-1 Dibromochloromethane —BRL ug/Kg 54 127-184 - Tetrachloroethene — _ 1,9.0_0_ '_ug/Kg 54 108-90-7 Chl_oro_b L _enzene _ BR 75-25-2 _ Bromoform _ BRL _ ug/Kg 54 79-34-5 1,1,2,2-Tetrachloroethane BRL ug/Kg 54 541-73-1 1,3-Dichlorobenzene BRL ug/Kg 54 106-467_ 1,4-Dichlorobenze_ne__— BRL ug/Kg_ — 54 95-50-1 1,2-Dichlorobenzene BRL ug/Kg 54 QC Surrogate Compound Recovery QC Limits. 1,2-Dichloroethane<14 94 % 70- 130% ' Method Reference: Test Methods for Evaluating Solid Waste, US EPA,SW-846,Third Edition, Update 111(1996). Analyte list as selected from list formerly specified by EPA Method 80108. 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 analyze. 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. 1 ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL EPA Method 8021E Halogenated Volatile Organics by GC/ELCD Field ID: AB-2(12) Laboratory ID: 35636-06 ' Project: Blaine/5786.00 QC Batch ID: VG2-1785-E Client: Atlantic Environmental Sampled: 08.30.00 Container: 60ml.Glass Received: 08-30-00 Preservation: Methanol I Cool Analyzed: 09-0&00 Matrix: Soil Dilution Factor: 2 %Moisture: 4 CAS.Number;•;', a Anal e:; ;,. ' . ,yt Concentration #Un1ts ; , Reportinglimit 75-718 Dlchlorodifluoromethane BRL ug/Kg 520 74-87-3 Chloromethane __ BRL _ ug/Kg 520 75-01-4 Vinyl Chloride BRL ug/Kg 210 ' 74-83-9 Bromometh_ane _ - _ BRL_- --- ug/K9 520 75-00-3 Chloroeth_an_e _ BRL _ ug/Kg 520 75-69-4 Trichlorofluoromethane-- - BRL ug/Kg 100 75-35-4 1 1 Dichloroethene._ _ -_ BRL-- - ug/Kg- 100 - 75-09-2 Methylene Chloride_ I BRL_ ug/Kg _ 100 -- 1,2 156-60-5 trans -Dtchbroeth_ene _ BRL_ - 1 ug/Kg 100 75-343 l,l-Dichloroethane BRL ug/Kg_ _ 100 15Cr59-2 cis-7,2-Dichloroethene j BRL -ug/Kg 100 -- 67-663 Chloroform BRL ug/Kg - 100 107-06-2 1,2-Dichloroethane BRL ug/Kg to() ' 71-55-6 1 1,1 Trichloroethane BRL ug/Kg 100 56-23-5 Carbon Tetrachloride BRL ugrKg 100 --- -- - --r ---- -- - - - - ---- ------� 78-87-5 �1 2 Dichloropropane BRL I ug/Kg 100 -- - 79-01 6 Tnchloroethene _ ' BRL ug/Kg 100 i -- -- - -- - 75-27-4 Bromodichloromethane BRL ug/Kg 100 -- '-- -- --- -'-- -- ----"I 110-75-8 _.2-Chloroethyl Vinyl Ether- _-_ i BRL ug/Kg 520 _ 1 ----- ---- -._..-i- _--- 10061-01-5 _ cis-1,3-Dichloropropene BRL ug/Kg 100 _ Iran, P p — -L - --g- ' 70061-02-6 -1,3-Dichloro ro e_n_e_ BRL I ug/Kg 100 1 79-00-5 1,1,2-Trichloroethane - BRL - i_ 1 ugiKg _ 100 -- -- --- 124-48 1 Dlbromochloromethane _ BRL - ug/Kg 100 127-18-4 Tetrachl-roethene _ 2,400 ug/Kg_ _ 100 708-90 7 Chlorobenzene BRL ug/Kg 100 -- -- — — 75-25 2 Bromoform _ I _ BRL_ r ug/Kg 100 I 79-34 51 1 2 2 Tetrachloroethane BRL _ ug/Kg I 100� - - 541-73 1 � 1 3 Dichlorobenzene _ BRL I ug/Kg 100 - _... 106-067 1 4 Dlchlorobenzene BRL .-. ug/Kg 100 { 1,2-Dichlorobenz.- BRL - ug/Kg -_ 100 _ I ----- -- — -- - ---- ' QC Surrogate Compound F Recovery-- QC Limits 1,2_DlchloroethanetJ4 -__ - _ _- 97% _ 1 70 130 % Method Reference: Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition, Update III(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, 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. �• r-�..�-1...�.�_ �_J.�f__I __ n� n__. ��nn ern •�_e_ r.___. n..____�_.n_-. ... r.n�nn GROUNDWATER ANALYTICAL EPA Method 8021E Halogenated Volatile Organics by GC/ELCD Field ID: AB-7(3) Laboratory ID: 35636-07 Project: BlaineI5786.00 QC Batch ID: VG2-1785-E Client: Atlantic Environmental Sampled: 08-30-00 Container: fiOmL Glass Received: 08-30-00 Preservation: Methanol/Cool Analyzed: 09-06-00 Matrix: Soil Dilution Factor: 20 %Moisture: 9 Reporting,Limi It 71,71-8 Dichlorodifluorom-ethane —BRL ug/Kg 5,500 74-87-3 Chloromethane BRL ug/Kg 5,560- 75-01-4 Vinyl Chloride BRL ugil(g-—2,2-00- 74-83-9 Bromometh—ane BRL ug/Kg 5,500 75-00-3 Chloroethane— BRL ---uWK-9 ---5,-500 75-694 Trichlorofluoromethane BRL ug/Kg 1,100 75-354 1,1-Dichloroethene BRL ug/Kg —1,100 75-09-2 Methylene Chloride BRL ug/Kg 1,100 156-60-5 trans-1,2-Dichloroethene BRL ug/Kg 1,100 75-34-3 1,1-Dichloroethane —BRL ug/Kg 1,100 156-59-2 cis-1,2-Dichloroethene BRL ug/Kg 1,100 67-66-3 Chloroform BRL_____ 1,100 107-06-2 1,2-Dichloroetth—ane BRL 1,100 71-55-6 1,1,1-Trichloroethane BRL ug/Kg 1,100 16-23-1 Carbon Tetrachloride BRL -u-g 1,100 78-87-5 -1,2-Dichloropropane .--BRL 1,100 79-01-6 Trichloroethene -- 1,300 ug/Kg 1,100 - — --hlororne 1,100 75-274 Brornodic tham BRL uwkg -110-6715-0-81 2--C--h1 I,m3- ethyl Vinyl-Ether d - BRL --u- g/Kg 5,500--- - 100 -5 cis Dichloropropene ____BRL 11100 10061-02-6 trans-1,3-Dichloropropene BRL ug/Kg 1,100 79-00-1 - 1,1,1-Trichlom efhane----- BRLug/Kg 1,100 10 12448--1 Dilbrornotchlorome e-than BRL -uglK-9 1,100 1127-18-4 Tetrachloroethene 24,000 ug/Kg 1,1-00 108-90-7 Chlorobenzene BRL ug/Kg 1,100 75-25-2 Bromoform EFRL 9 1100 79-34-5 1,1,2,2 Tetrachloroethane BRL --_�__ug1Kg_ __1,1 00__ 541-73-1 1'3-Dichdorobenzene. BRL ug/Kg 1,100 • :10 9��64(;7 --1,4-Dichlorobenzene BRL ug/Kg 1,100 50 -- h1orob- nz ne- -- - ----- 9�5cl 1,2--Dic e e BRL ug/Kg 1,100 QC Surrogate Compound Recovery QC Limits Ll_,_&_Di,ch I oraaha ne--d, 97 % 70 130% Method Reference: Test Methods for Evaluating Solid Waste, US EPA,SW-846,Third Edition, Update 111(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 analyle. 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 ,I Field ID: AB-7(6) Laboratory ID: 35636.08 Project: Blaine/5786.00 QC Batch ID: VG2-1786-E Client: Atlantic Environmental Sampled: 08-30-00 ,i Container: 60mL Glass Received: 08-30-00 Preservation: Methanol/Cool Analyzed: 09-07-00 Matrix Soil Dilution Factor: 20 %Moisture 5 CAS NumbeF. Anal e;?s ', , ,7 3� Concentration ' Yr° i , Units',': Reporting Limit 75-71-8 Dichlorodifluoromethane BRL ug/Kg 5,300 It 74-87-3 Chloromethane BRL ug/Kg 5,300 75-01-4 Vinyl Chloride BRL ug(Kg 2,100 74-83-9 Bromomethane - BRL ug/Kg 5,300 I 75-00-3 Chloroethane - BRL ug/Kg _ 5,300 75-69-4 Trichlorofluoromethane BRL ug/Kg 1,100 75-35-4 1,1-Dichloroethene BRL ug/Kg 1,100 75-09-2 Methylene Chloride BRL ug(Kg 1,100 i 15660.5 trans-1,2-Dichloroethen_e BRL ug/Kg 1,100 1 75-343 1,1Dichloroeth_ane _ _BRL _ ug/Kg_ _ 1,100 156-59-2 cis-1,2-Dichloroethene! ___ BRL_ ug/Kg _ 110, 0_ 67-66-3 Chloroform__ - BRL _ug/Kg 1,100 107-06-2 1,2-Dichloroethane BRL_ ug/Kg 1,100 71-55-6 1,1,1-Trichloroethan_e BRL ug/Kg 1,100 56-23-5 Carbon Tetrachloride _ _ BRL___ ug/Kg _ 1,100 ' 78-87-5 1,2-Dichloropropane_ _ BRL _ ug/Kg ' 1,100 79-01-6 Trichloroethene - BRL ug/Kg 1,100 75-27-4 Bromodichloromethane_ BRL_ ug/Kg 1,100 110-75-8 2-Chloroethyl Vinyl Ether _—_ BRL ug/Kg 5,300 10061-01-5 cis-1,3-Dichloropropene ;_ BRL up/Kg 1,100 10061-02-6 trans-1,3-Dichloropropene _ BRL ug/Kg-- 1,100 - 79_-00.5 1,1,2-Trichloroeth_ane _ _ BRL _ —4_ug/Kg __1,100_ '. 124-48-1 Dibromochloromethane _BRL _ ug/Kg 1,100_ 127-18-4 Tetrachloroethene _ 32,000 _ug/Kg 1,100 ------------- - ----------- 108-90-7 Chlorobenzene_ - 8RL_ _ugft _1,100 75-25-2 _ Bromoform - _ - BRL_ ug/Kg -1,100 79-34-5 1 1 2 2-Tetrachloroethane BRL ug%Kg 1,100 _ 541-73-1 _ 1 3 Dichlorobenzene BRL__ _ __ ug/Kg 1,Too 106-46-7 14Dlchlorobenzene BRL _ ug/Kg_ 1100 _ ,• 95=50.1 1 2 Dichlorobenzene- -_ BRL - —I u K 1,100 -� —� g/ B- QC Surrogate Compound — Recovery �— QC Limits ' 1,2-Dichloroethannr 97 % 70-130 % ---------------- -------- --- ----------------------------- Method Reference: Test Methods for Evaluating Solid Waste, US EPA,SW-846,Third Edition, Update III(1996). Analyze 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,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,percent moisture and sample size. ,I ,I i 'l Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay,MA 02532 li GROUNDWATER ANALYTICAL EPA Method 8021E Halogenated Volatile Organics by GC/ELCD Field ID: AB-702) Laboratory ID: 35636-09 Project: Blaine/5786.00 QC Batch ID: VG2-1785-E Client: Atlantic Environmental Sampled: 08-30-00 Container. 60ml.Glass Received: 08-30-00 Preservation: Methanol/Cool Analyzed: 09-06.00 Matrix: soil Dilution Factor: I %Moisture: 3 CAS�Nili-nbiw,',," '.AFaIyW,, Reporting Limit 75-71-8 Dichlorodifluoromethane BRL ug/Kg 260 _7487-3 —Ch—loromethane 75-01-4 Vinyl Chloride BRL ug/Kg 260 BRI. ug/Kg 100 74-83-9 —Fro—momethane BRL ug/Kg 260 wme 75-00-3 Chl®rð 260 4 fi BRL 75-6� Trichlor rometh,,,e BRLug/Kg 52 , — _�I-Dichloroethene BRL —ug/Kg — 75-354 /Kg 52 75-09-2 Methylene Chloride BRL ug/Kg 52 156-60-5 trans-1,2-Dichloroethene BRL ug/Kg 52 75-343 1,1-Di6_1oroWhane _ —--------------------------------------------------0� BRL K9 52 u� 156-59-2 cis-I.2-Dichloroethene ug/Kg 52 67-663 Chloroform BRL ug/Kg 52 107-06-2 1,2-Dichloroethane BRL ug/Kg 52 _71—.55-6 1,1,1--Trichloroethane _BRL _. - ug/Kg 52 5&23-5 Carbon Tetrachloride__ __BRL ugAkg_ 78-87-5 1,2-Dichloropropane BRL ug/Kg 52 79-01-6 Trichloroethene BRL _CgtKg 52 75-27-4 Bromodichloromethane BRL ug/Kg - 52 110-75-8_ 2-Chloroethyl Viny-l-Ether __r__Bk_L - ug/Kg 260100 61-01-5 cis-1,3-Dichloropropene BRL ug/K,g 52 10061-02-6 ttan s 1,IDN Lh�Iroppmop e n�e BRL_ ug/Kg 52 79-00-5 1,1,2-Trichloroethane BRL _M101<9 _52 124-48-1 D 1 brornoccWl o�rnWt In a�e BRL ug/Kg 5_2 U7_-184 etrachloroe-thene 670 ug/Kg 52 VMSIC�7 Ohlorobenzene 75-25-2 Bromofor--------- BRL ___52 m BRL 52 79-345----—1,1,2-,2-Tetrachloroethaneug/Kg -52 541-73-1 1,31-Dichlorobenzene- BRL ug/Kg n g 12 _F,_A�chkar�eue ug/Kg W_ 106-4&7 e L u K 1111 1 iKhlorobenzene BRL QC Surrogate Compound Recovery QC Limits 1,2-Dicllo,oethane-d4 98 % 70- 130 % Method Reference: Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition,-Update 111(1996). Analyze 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, 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,percent moisture and sample size. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ti ANALYTICAL Project Narrative Project: Blaine/5786.00 Lab ID: 35636 Client: Atlantic Environmental Received: 08-30-00 A. Physical Condition of Samplko', This project was received by the laboratory in satisfactory condition. The sample(s) were received undamaged in appropriate containers with the correct preservation. 'I B. Project Documentation'. This project was accompanied by satisfactory Chain of Custody documentation, with the following amendment(s)or correction(s): 1. Samples 35636-01 through —09 were collected on 08-30-00 as indicated on the container labels. i C. Analysis of Sample(s) 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. i r �i '� Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER 228 Main Street.P.O.Box 1200 Buzzards Bay,MA 02532 CHAIN-OF-CUSTODY RECORD ANALYTICAL Telephone(508)759-4441 AND WORK ORDER p FAX(508)759-4475 N- 42925 /Project Name: Firm: TURNAROUND ANALYSIS REQUEST 1�I..4-Ti.1E - ( romlu. a.mHawn.. aulm.meee. rre.k.e xu. Project Number: Address: O SJh176ARD(10 Business Days) £ I Mai same o.anloa,euas olku PRIORITY(5 Business Days) g !g e AA S 6E S'7Plo-O0 l3 Kca irc—�?J �� ❑ RUSH(RAN- S £ a (Rush requires Rush Authorisation Number) o 0 0 o n p Sampler Name: Ciry/State/Zip: gp /�•f `� /t nn A Please FAX WOES ❑NO 8 + l_ 'F W) / tt)?t/ :k(I'r cn7YD FAX Number: 8 && Project Manager: Telephone. BILLING o 0 0 0 0 0 0 § i /1� �� F R e v q q •CJi'd��.n%q[. ff'Z_�,z/��j Purchase Order No.: GWA Relerenrs No.: ° FF INSTRUCTIONS:Use separate line for each container(except replicates). � � @ g$ n F F s p 8 Sampling Matrix T a i $ $ i s { s pp € p{ o E§ gg Yp Container(s) Pmsarvatlon F..e v a v v v o v v v o F' SAMPLE a ° x LABORATORY yyy A, a IDENTIFICAMIN _ 4 a f NUMBER £ F : c rL w W - W > r = - s "s s ` = pp (Labuseonly) Pe F `s eS � d � df R $ 5 4 € 9Zyee 0 1�.§- - ¢ ; Aso D v osill v v v v o 0 o S v o 0 0 o v v a o v v a c v v o c c p sS S- s I Os 2 3 B'SO %IGO _T -3 ,) It — I is, I REMARKS y SPECIAL INSTRUCTIONS DATA QUALITY OBJECTIVES CHAIN-OF-CUSTODY RECORD 3UIU' — Ups fC i� p / Regulatory Program Project Specific OC NOTE:All samples submitted subjeM to Standard Terms aM Conditions on reverse hereof. V Il- y 7nui Yc"S) G Sale Drinking Water Act Many regulatory pro rams aM EPA methods❑MA DEP rm specific OC.Protect require proles Relinquished by Sampler Dale Time Received by: Receipt Temperature: ❑NPDES/Clean Water Act I pacific OC includes Sample Duplicates. Matrix Spikes,and/or Matrix Spike Duplicates.LaboratoryOC is Specify State: not project specific unless prearranged.Pmjeet specific C /a yS gArIPaz.Waste Char, samples are charged on a per sample basis.For water samples, Relinquished by: Date Tim e eecaived by: Shipping/AirbiA (3 t0 CMR 40) each MS,MSD and Sample Duplicatemcluires an additional bar Reportable Concentrations sample aliquot. ❑RCGW t O i PrOlM apednc OL Rpulred SeIMl4n qla sample Relinquished by: QdX$gall_ . 2 al 2 OSample MelkaM Cooler Serial O MA Dredge Disposal ❑Selened M tarn - Number: ❑NH❑RIpCT❑ME CMaM.Spike ❑pleat/use sample: Specity Category' QMdidt Spike DupM1taM Method of Shipment: ❑GWACopr ❑Express Mail❑Federal Express CUPS and O GROUNDWATER ANALYTICAL Quality Assurance/Quality Control A. Program Overview ' Groundwater Analytical conducts an active Quality Assurance program to ensure the production of high quality, valid data. This program closely follows the guidance provided by Interim Guidelines and Specifications for Preparing Quality Assurance Project Plans, US EPA QAMS-005/80 (1980), and Test Methods for Evaluating Solid Waste, US EPA, SW-846, Update III (1996). ' Quality Control protocols include written Standard Operating Procedures (SOPs) developed for each analytical method. SOPs are derived from US EPA methodologies and other established references. Standards are prepared from commercially obtained reference materials of certified purity, and documented for traceability. ' Quality Assessment protocols for most organic analyses include a minimum of one laboratory control sample, one method blank, one matrix spike sample, and one sample duplicate for each sample preparation batch. All samples, standards, blanks, laboratory control samples, matrix spikes and sample duplicates are spiked with internal standards and surrogate compounds. All instrument sequences begin with an initial calibration t verification standard and a blank; and excepting GGMS sequences, all sequences close with a continuing calibration standard. GC/MS systems are tuned to appropriate ion abundance criteria daily, or for each 12 hour operating period, whichever is more frequent. Quality Assessment protocols for most inorganic analyses include a minimum of one laboratory control sample, one method blank, one matrix spike sample, and one sample duplicate for each sample preparation batch. Standard curves are derived from one reagent blank and four concentration levels. Curve validity is verified by standard-recoveries within plus or minus ten percent of the curve. B. Definitions Batches are used as the basic unit for Quality Assessment. A Batch is defined as twenty or fewer samples of the same matrix which are prepared together for the same analysis, using the same lots of reagents and the same techniques or manipulations, all within the same continuum of time, up to but not exceeding 24 hours. Laboratory Control Samples are used to assess the accuracy of the analytical method. A Laboratory Control Sample consists of reagent water or sodium sulfate spiked with a group of target analytes representative of the method analytes. Accuracy is defined as the degree of agreement of the measured value with the true or ' expected value. Percent Recoveries for the Laboratory Control Samples are calculated to assess accuracy. Method Blanks are used to assess the level of contamination present in the analytical system. Method Blanks consist of reagent water or an aliquot of sodium sulfate. Method Blanks are taken through all the appropriate ' steps of an analytical method. Sample data reported is not corrected for blank contamination. Surrogate Compounds are used to assess the effectiveness of an analytical method in dealing with each sample matrix. Surrogate Compounds are organic compounds which are similar to the target analytes of interest in chemical behavior, but which are not normally found in environmental samples. Percent Recoveries are calculated for each Surrogate Compound. 1 ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay,MA 02532 GROUNDWATER ANALYTICAL Quality Control Report Laboratory Control Sample Category: EPA Method 8012B-Halogenated QC Batch ID: VG2-1785-E Matrix: Soil Units: ug/Kg 7?"CAS`Number a'_ : 4,'Aria , '_ :Splkedt Measured ' ,Recovery :,QC Limrts 75-35-4 1 1 Dichloroethene 250 270 107% 70- 130% 79-01-6 Trichloroethene 250 270 108% 70- 130% 108-90-7 Chlorobenzene 250 280 112% 70- 130% u a1�=QC'SUROgate COlrlpOUrld,ry ": i� < q;a:',...aF.5 RECOVery„y ,m.._ 1,g, x,� ,. ..�.`�. ..a.'>.QC-limds : 1,2-Dichloroethane-da 102 % 70- 130 % Method Reference: Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition, Update III(1996). Report Notations: All calculations performed prior to rounding. Quality Control Limits are defined by the methodology, or alternatively based upon the historical average recovery plus or minus three standard deviation units. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 n_ GROUNDWATER ANALYTICAL Quality Control Report Method Blank Category: EPA Method 8021B- Halogenated QC Batch ID: VG2-1785-E Matrix: Soil T77�N%' ieporting Limit 75-71-8 Dichlorodifl uoromethane BRL 74-87-3 Chlorome-thane —URL— _ug1Kg 250 ug/Kg 250 75-014 Vinyl Chloride BRL ug/Kg 100 7483-9 Bromomethane EIR-L ug/Kg_ 250_ 75-00-3 Chl&roethwLe BRL ug/Kg 250 75-694 Trichlorofl uoromethane BRL — —ug/Kg 50 75-354 1,1-Dichloroethene BRL ug/Kg __50 75-09-2 Methylene Chloride — —_BRL ug/Kg 50 156-60-5 trans-1,2-Dichloroethene EIRL UIVI<g_50 _ 75-34-3 1,1-Dichloroethane BRL ug/Kg 5-0 156-59_2_ds--1,2-Dichloroeth-ene BRL ug/Kg 50 67-66-3 Chloroform BRL ug/Kg 50 71-55-6 1,1,1-Trichloroethane BRL — ug/Kg 50 56-23-5 Carbon Tetrachloride BRL ug/Kg 50 107-06-2 1,2-Dichloroethan-e__ BRL ug/Kg 50 79-01-6 Trichlomethene __BRL 149/1<9_ 50 78-87-5 1,2-Dichloropropane BRL ug/Kg 50 75-274 Fro—mod i c h_10 r—om e-t In me BRL ug/Kg --50- 110-75-8 2-Chloroethyl Vinyl Ether __BRL ug/Kg 250 10061--01_5 cis—ij-D_ic_h®ropmp_ene___! EIRL—_ ug/Kg 50 16061-02-6 —trans--1,3--Dich—lor—opropene BRL ug/Kg 50 — 79-00-5 1,1,2-Trichloroethane BRL —_ ug/Kg_ 50 127-184 Tetrachloroethene BRL 12448-1 Dibromochloromethane BRL ug/.-Kg---.--50- 108-96--7 Chlorobenzene B-RL ug/Kg 50 75-25-2 Brornoform BRL —ug/Kg 5-0 79-34-5 1,1—,2,-2-fetra-chloroe—than�--- BRL_ --------- - g_ 50 541-73-1 1,3-Dichlorobenzene EIRL ____ ug/Kg 50 106-46-7 1,4-13ichloroben_i�ne MR-L _ ug/Kg 50 =1�YD 1 6 Lm ene BRL ug/Kg_ 50 QC Surrogate Compound Recovery QC Limits 1,2-Dichloroethane-d4 97 % Method Reference: Test methods for Evaluating Solid Waste, US EPA, SW-846,Third Edition, Update III (1996). Analyle list as selected from list formerly specified by EPA Method 801 OB. 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. if Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL Certifications and Approvals CONNECTICUT, Department"of Health Services, PH-0586 Potable Water,Wastewaterfrrade Waste,Sewage(Effluent,and Soil PH,Conductivity,Acidity,Alkalinity,Hardness,Chloride,Fluoride,Ammonia,Kjeldahl Nitrogen,Nitrate,Nitrite,Orthophosphate,Total Dissolved Solids,Cyanide,Aluminum,Antimony Arsenic,Barium,Beryllium,Cadmium,Total Chromium,Hexavatent Chromium,Cobalt,Copper,Iron,Lead, Magnesium,Manganese,Mercury,Molybdenum,Nickel,Potassium,Selenium,Silver,Sodium,Thallium,Tin,Titanium,Vanadium,Zinc,Forgeable Halocarbons,Purgeable Aromatics,Pesticides,PCBs,PCBs in Oil,Ethylene Dibromide,Phenols,Oil and Grease. MAINE, Department of Human Services, MA103 Drinking Water Reciprocal certification in accordance with Massachusetts certification for drinking water analyzes. Waste Water Reciprocal certification in accordance with Massachusetts certification for waste water analyzes. MASSACHUSETTS, Department of Environmental Protection, M-MA-103 Potable Water Antimony,Arsenic,Barium,Beryllium,Cadmium,Chromium,Copper,Lead,Mercury,Nickel,Selenium,Thallium,Nitrate-N,Nitrite-N,Fluoride, Sodium,Sulfate,Cyanide,Turbidity,Residual Free Chlorine,Calcium,Total Alkalinity,Total Dissolved Solids,pH,Trihalomethanes,Volatile Organic Compounds,1,2-Dibromoethane,1,2-Dibromo-3<hloropropane,Total Coliform,Fecal Coliform,Hetemnophic Plate Count,E-Coli Non-Potable Water Aluminum,Antimony,Arsenic,Beryllium,Cadmium,Chromium,Cobalt,Copper,Iron,Lead,Manganese,Mercury,Molybdenum,Nickel,Selenium, Silver,Strontium,Thallium,Titanium,Vanadium,Zinc,pH,Specific Conductance,Total Dissolved Solids,Total Hardness,Calcium,Magnesium, Sodium,Potassium,Total Alkalinity,Chloride,Fluoride,Sulfate,Ammonia-N,Nitrate-N,Kjeldahl-N,Orthophosphate,Total Phosphorus,Chemical Oxygen Demand,Biochemical Oxygen Demand,Total Cyanide,Non-Filterable Residue,Total Residual Chlorine,Oil and Grease,Total Phenolics, Volatile Halocarbons,Volatile Aromatics,Chlordane,Aldrin,Dieldrin,DOD,ODE,DDT,Heptachlor,Heptachlor Epoxide,Polychlorinated Biphenyls(water),Polychlorinated Biphenyls(oil). ' MICHIGAN, Department of Environmental Quality Drinking Water Trihalomethanes,Regulated and Unregulated Volatile Organic Compounds by EPA Method 524.2;1,2-Dibromoethane,1,2-Oibromo-3. chloropropane by EPA Method 504.1 NEW HAMPSHIRE, Department of Environmental Services, 202798 Drinking Water Metals by Graphite Furnace,Metals by ICP,Mercury,Nilrite,N,Orthophosphate,Residual Free Chlorine,Turbidity,Total Filterable Residue,Calcium Hardness,pH,Alkalinity,Sodium,Sulfate,Total Cyanide,Insecticides,Herbicides,Base/Neulmis,Trihalomethanes,Volatile Organics,Vinyl Chloride,DBCP,EDB,Nitrate-N. Wastewater Metals by Graphite Furnace,Metals by ICP,Mercury,pH,Specific Conductivity,TDS,Total Hardness,Calcium,Magnesium,50dium,Potassium, Total Alkalinity,Chloride,Fluoride,Sulfate,Ammonia-N,Nitrate-N,Orthophosphate,TKN,Total Phosphorus,COD,BOD,Non-Filterable Residue, Oil&Grease,Total Phenolics,Total Residual Chlorine,PCBs in Water,PCBs in Oil,Pesticides,Volatile Organics,Total Cyanide. RHODE ISLAND, Department of Health, 54 Surface Water,Air,Wastewater, Potable Water,Sewage Chemistry: Organic and Inorganic Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GRO/ /NDWAT`/T Groundwater Analytical,Inc. 'I `/ 200 228 MaiP.O.Boxo Steel ANALYTICALBuzzards Bay,MA 02532 Telephone(508)759-4441 ,i FAX(508)759-4475 October 2, 2000 i. Mr. Eric Cardinal Atlantic Environmental 86 Faunce Corner Rd. r North Dartmouth, MA 02747 Project: Blaine/5786.01 Lab ID: 36208 Sampled: 09-25-00 Dear Eric: Enclosed are the Volatile Organics Analyses performed for the above referenced project. This project was processed for Priority One Week 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 I JRS/ss Enclosures I GROUNDWATER ANALYTICAL EPA Method 8021E Halogenated Volatile Organics by GGELCD Field ID: B-1 (4) Laboratory ID: 36208-01 Project: Blaine/5786.01 QC Batch ID: VG2-1799-E Client: Atlantic Environmental Sampled: 09-25-00 Container: 60 mL Glass Received: 09-25-00 Preservation: Methanol/Cool Analyzed: 09-27-00 Matrix: Sot, Dilution Factor: 1 +, % Moisture: 5 CAS Number~ ' s + . +»S' ":`i ids Vv£ ..r Concentration , .,; � „r,:Units Reportingiimit 75-71-8 DichlorodiFluoromethane BRL ug1Kg 260 Chloroehane gKg74-87-3 u 260 75-01-4 Vinyl Chloride BRL ug/Kg 110 7483-9 _ Bromomethane BRL ug/Kg 260 754)(5 Chloroethane BRL ug/Kg 260 75-694 _ TrichloroFluoromethane BRL _ ug/Kg 53 75-354 1,1-Dichloro_ethene BRL ug/Kg _ 53 75-09-2 Methylene Chloride BRL _ ug/Kg 5_3___ 156-60-5 trans-1,2-Dichloroethene 75-34 BRL _ ug/Kg 53 3 1,1-Dichloroethane BRL __ ug/Kg 53 156-59-2 —_ _cis-1,2-Dichloroethene 460 ug/Kg_ 53___ �. 67-66-3 __ Chloroform BRL ug/Kg 53 r --- ---�107-06-2 - I-1,2-0ichloroethane _ -BRL _ ug/Kg _53_ 71-55-6 1,1,1-Trichloroethane BRL _ ug/Kg 53 5_6-23-5 Carbon Tetrachloride _ BRL_ _ug/Kg 53 -_ 78-87-5 1,2-Dichloropropane _ BRL ug/K9 53 7941-6 �Trichloroethene__ 130 ug/Kg _ 5_3 --Ir-- - -chloro ---- 75-27-4 Bromodimethane BRL _ u- 9 53 110-75-8 r ------.2-Chloroethyl Vinyl Ether BRL ug/Kg I 260 Y ---- - 10061.OLS cis-1,3-Dichloropropene _-- -BRL -_-._ug/Kg � 53 10061-02-6 trans-1,3-Dichloropropene BRL_ _ ug/Kg 53__ 79-00-5 1,1,2-fHchIoroethane __BRL ug/Kg _53 124-48-1 Dibromochloromethane BRL_ ug/Kg 53 _127-18-44 1 Tetrachloroethene_ 108-90-7 I _Chlorobenzene _ BRL ug/Kg 53___ 75-25-2 Bromoform BRL ug/Kg 53 ' 79-345 -11,1,2,2-Tetrachloroethene BRL ug/Kg 53___ 541-73-1 1,3-Dichlorobenze_ne BRL ug/Kg 53 - 10_6_-06-7 � 1,4-Dichlorobnz eene . --B.RI — _ u K 53 95-50-1 1 1,2_Dichlorobenzene BRL ug/Kg 1 53 L—__ QC Surrogate Compound Recovery QC Limits 1,2-Dichloroethane-d, 91 % _- 70- 130 % Method Reference: Test Methods lot Evaluating Solid Waste, US EPA,SW-846,Third Edition, Update 111(1996). Analyte list as selected from list formerly specified by EPA Method 80108. 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 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 8021E Halogenated Volatile Organics by GC/ELCD Field ID: B-1 (71 Laboratory ID: 36208-02 Project: Blaine/5786.01 QC Batch ID: VG2-1798-E Client: Atlantic Environmental Sampled: 09-25-00 Container: 60 mL Glass Received: 09-25-00 Preservation: Methanol/Cool Analyzed: 09-26-00 Matrix Soil Dilution Factor. 2 %Moisture 4 ';.''CAS Number ' °,, z""Anal e+t , -a, �- . '^.y.� -`:.Concentration < ,!?. .=Units,.�i Repgrtinglimit 75-71-8 Dichlorodifluoromethane BRL ug/Kg 520 74-67-3 Chloromethane BRL ug/Kg 520 75-01-4 Vinyl Chloride BRL ug/Kg 210 74-83-9 Bromomethane BRL _ ug/Kg 520 75-00-3 Chloroethane BRL ug/Kg 520 75-69-4 Trichlorofluoromethane -__BRL __ ug/Kg 100 75-35-4 1,1-Dichloroethene BRL ug/Kg 100 75-09-2 Methylene Chloride BRL_ ug/Kg 100 156-60-5 trans-1,2-Dichloroethene BRL ug/Kg 100 �I 75-34-3 1,1-Dic_hloroethane BRL ug/Kg _100 156-59-2_ cis-1,2-Dichloroethene _ 16.0 _ _ ug/Kg 100 67-66-3 _ .Chloroform - ----- -BRL _—_ _ ug/Kg 100_ 107-0-6 1,2-Dichloroethane __BRl_ - -_ -�_ ug/Kg 100_ 71-55-6 1,1,1-Trichloroethane ___ BRL -� ug/Kg 100 56-23-5 Carbon Tetrachloride BRL_ _ _ ug/Kg 100 _ jI-78-87-5 7,2-Dichloropropane _BRL____ _ ug/Kg 100 1 79-01-6 -�yJl-Trichloroethene 100 ug/Kg 100 __ _� Bromodichloromethane BRL _ up./Kg 100_ 110-_75-8 -- 2-Chloroethyl Vinyl Ether _-6Rt---_ - - ug/Kg - 520_ 10061-01-5 cis-1,3-D_ichloropropene I BRL ug/Kg 100 10061-02-6 - s-1,3-Dichloropropene BRL ug/Kg 100 79-00-5 1,1,2-Trichloroethane BRL ug/Kg 100 124-48-1 Dibromochloromethane BRL ug/Kg 100 127-18-4 Tetrachloroethene 2,200 ug/Kg 100 _ 108-904 Chlorobenzene ug/Kg 100 75-25_2 — Bromoform BRL_ ug/Kg 100 79-34-5_ 1,1,2,2-Tetrachloroethane BRL_ _ ug/Kg 100 541-73-1 _1_3-Dichlorobenzene BRL_ ug/Kg _1_00 106-4_6-_7 _1,4-Dichlorob_enzene_-- BRL_. g/K_g 100 u 95-50-1 _ 1,&Dichlorobenzene _� BRL I ug/K9 100 QC Surrogate Compound Recovery_ QC limits 1,2-Dichloroethaned4 "/o_ 70- 130 % Method Reference: Test Methods for Evaluating Solid Waste, US EPA,SW-846,Third Edition, Update III (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, 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 8021 B Halogenated Volatile Organics by GC/ELCD Field ID: B-6(3) Laboratory ID: 36208-16 Project: Blaine/5786.01 QC Batch ID: VG2-1798-E Client: Atlantic Environmental Sampled: 09-25-00 �4 Container: 60 mL Glass Received: 09-25-00 Preservation: Methanol/Cool Analyzed: 09-26-00 Matrix Soil Dilution Factor. 10 I %Moisture 10 . . „� �r, Concentration ,. �.-_ Repo,�fic7, q ?# Untts R _ifing omit 75-71-8 Dichlorodifluoromethane BRL ug/Kg 2,800 74-87-3 Chloro a BRL ug/Kg 2,800 75-01-4 Vinyl—Chloride BRL ug/Kg 1,100 74-83-9 Bromomethane BRL ug/Kg 2,800 ' 75-00-3 Chloroethane BRL ug/Kg 2,800 75-69-4 Trichlorofluoromethane BRL ug/Kg 550 75-354 1,1-Dichloroethene BRL ug/Kg 550 75-09-2 Methylene Chloride BRL ug/Kg 550 156-60-5 trans-1,2-Dichloroethene BRL ug/Kg 550 l 75-34-3 1,1-Dichloroethane BRL ug/Kg 550 156-59-2 cis-1,2-Dichloroeth—en e 1,000 • ug/Kg 550 67-66-3 Chloroform BRL ug/Kg 550 i 107-06.2 1,2-Dichloroethane BRL ug/Kg 550 71-55-6 1,1,1-Trichloroethane BRL ug/Kg 550 56-23-5 Carbon Tetrachloride BRL ug/Kg 550 78-87-5 1,2-Dichloropropane BRL ug/Kg 550 1: 79-01-6 Trichloroethene 1,500 _ ug/Kg 550 75-27-4 Bromodichloromethane BRL ug/Kg 550 110-75-8 2-Chloroethyl Vinyl Ether BRL ug/Kg 2,800 10061-01-5 cis-1,3-Dichlo top ropene BRL ug/Kg 550 - 10061-02-6 trans-1,3-Dichloropropene BRL ug/Kg 550 79-00-5 1,1,2-Trichloroethane BRL ug/Kg 550 12448-1 Dibromochloromethane BRL ug/Kg 550 227-184 T.etrachloroethene 26,000 ug/Kg 550 108-90-7 Chlorobenzene BRL ug/Kg 550 ' 75-25-2 Bromoform BRL ug/Kg 550 79-34-5 1,1,2,2-T_etrach I o roroethane BRL ug/Kg 550 541-73-1 1,3-Dichloro_benzene _ BRL ug/Kg 550 106-46-7 _1,4-D_ichlorobenzene BRL ug/Kg 550 i 95-50-1 i 1,2-Dichlorobenzene BRL ug/Kg 550 QC Surrogate Compound Recovery QC Limits - 1,2_Dichloroethane-d4 95 % 70- 130 % Method Reference: Test Methods for Evaluating Solid Waste, US EPA,SW-846,Third Edition, Update III(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, if any, is below reporting limit for analyle. 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. 41'1 �I �� Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay,MA 02532 ' GROUNDWATER ANALYTICAL EPA Method 8021E ' Halogenated Volatile Organics by GGELCD Field ID: B-6(6) Laboratory ID: 36208-17 Project: Blaine/5786.01 QC Batch ID: VG2-1798-E Client: Atlantic Environmental Sampled: 09-25-00 Container: 60 mL Glass Received: 09-25-00 Preservation: Methanol/Cool Analyzed: 09-27-00 ' Matrix: Soil Dilution Factor 2 %Moisture 11 $t AS.Nymber 110Mts t?r,'_Analyte ZJ'r :; eo- 7EN, >' %.Concentration .' s }) KNI Umtsv;r"Reporfingt mit 75-71-8 Dichlorodifluoromethane BRL ug/Kg 560 74-87-3 Chloromethane BRL ug/Kg 560 75-01-4 Vinyl Chloride BRL ug/Kg 220 74-83-9 Bromomethane BRL ug/Kg 560 ' 75-00-3 Chloroethane BRL ug/Kg 560 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 110 156-60-5 trans-1,2-Dichloroethene BRL ug(Kg 110 75-34-3 1,1-Dichloroethane BRL ug/Kg 110 156-59-2 cis-1,2-Dichloroethene 250 ug/Kg 110 ' 67-66-3 Chloroform BRL ug/Kg 110 107-06-2 1,2-Dichloroethane BRL ug/Kg 110 71-55-6 1,1,1-Trichloroethane BRL ulp 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 290 ug/Kg 110 ;�5-2—7-417 Bromodichloromethane BRL ug/Kg 110 � _7g 560- -10-75-8- _ - ---2-Chloroethyi-Vinyl--pro Ether p-- BRL u-/Kg --10061-0--1-5- - cis--1,3--Di-chloropropene BRL ug/- K K — g 11-0 10061-02-6 trans-1,3-Dichloropropene BRL ug/Kg 110 79-00-5 1,1,2-Trichloroethane BRL ug/Kg 110 124-48-1 —Iibromochloromethane BRL ug/Kg 110 127-18-4 . Tetrachloroethene 4,300 ug/Kg 110 108-90-7 ChIorobenzene BRL ug/Kg 110 75-25_2_ Bromoform _ BRL ug/Kg 110 79-34-5 1,1,22-. TeIrachloroethane BRL ug/Kg 110 541-73-1 1,3-Dichlorobenzene BRL ug/Kg_ 110 -- ro - 106-46-7 1,4-Dichlobenzene BRL ug/Kg_ _710 1,2-13ichlorobenzene _ BRL ug/Kg 110 QC Surrogate Compound - Recovery QC Limits 1,2-Dichloroethaned4 94 % 70- 130% Method Reference: Test Methods for Evaluating Solid Waste, US EPA,SWA46,Third Edition, Update III (1996). Analyte list as selected from list formerly specified by EPA Method 80108. 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 analyze. Reporting limit is the lowest i 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 r� ' GROUNDWATER ' ANALYTICAL EPA Method 8021 B ' Field ID: Halogenated Volatile Organics by GC/ELCD B-6(12) Laboratory ID: 36208-18 Project: Blaine/5786.01 QC Batch ID: VG2-1798-E ' Client: Atlantic Environmental Sampled: 09-25-00 Container: 60 mL Glass Received: 09-25-00 Preservation: Methanol/Cool Analyzed: 09-27-00 Matrix: Soil Dilution Factor 1 ' %Moisture 2 (AS'tlUmber rx F,,.n .Aflal C a, L'`„rayn rk't CO11CCntratlOn :%: Relwrtinglimit 75-71-8 DlChlorodlfluOrOmethane BRL ug/Kg 260 ' 74-87-3 Chloromethane BRL ug/Kg 260 75-01-4 Vinyl Chloride BRL ug/Kg 100 74-83-9 Bromomethane BRL ug/Kg 260 ' 75-00-3 Chloroethane BRL ug/Kg 260 75-69-4 Trichlorofluoromethane BRL ug/Kg 51 75-35-4 M-Dichloroethene BRL ug/Kg 51 75-09-2 Methylene Chloride BRL ug/Kg 51 156-60-5 trans-1,2-Dichloroethene BRL ug/Kg 51 75-34-3 7,1-Dichloroethane 8RL ug/Kg 51 156-59-2 cis-1,2-Dichloroethene BRL ug/Kg 51 ' 67-66-3 Chloroform BRL ug/Kg 51 107-06-2 1,2-Dichloroethane BRL ug/Kg 51 71-55-6 1,1,1-Trichloroethane —BRL ug/Kg 51 56-23-5 C_arbon_Tetrachloride ___BRL_ ug/Kg 51 ichloropropane BR t 78-87-5 1,2•DL ug/Kg 51 79-01-6 Trichloroethene _ BRL ug/Kg 51 75-27-4 Bromodichloromethane _BRL ug/Kg 51 ' _110-75-8 2-Chloroethyl Vinyl Ether BRL ug/Kg 260 -. - - --- -- ---cis-1- ,3-Dich- -- --- -- -------- ---� g - 10061-01.5 loropropene BRL u K 51 10061-02-6 trans•1,3-Dichloropropene _BRL ug/Kg . 51 ' 79-00-5 - 1,1,2-Trichloroethane BRL ug/Kg 51 124-48-1 Di brom_o_chloromethane BRL ug/Kg 51 127-18-4 Tetrachloroethene 160 ugtKg 51 108-90.7 Chlorobenzene BRL ug/Kg 51 ' 75-25-2 Bromoform __ BRL ug/Kg 51 79-34-5 1,1,2,2-Tetrachloroethane BRL ug/Kg 51 541-73-1 1,3-Dichlorobenzene BRL ug/K_g 51 ' 106-46,7 1,4_Dichlorobenzene BRL — ug/Kg 51 95-50-1 1,2_Dichlorobenzene BRL ug/Kg 51 QC Surrogate Compound Recovery QC Limits ' 1,2-Dichloroethane d, 101 % 70- 130 % Method Reference: Test Methods for Evaluating Solid Waste, US EPA,SW-846,Third Edition, Update III(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, 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. 1 1, ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL r EPA Method 8021E Halogenated Volatile Organics by GC/ELCD Field ID: B-7(3) Laboratory ID: 36208-19 Project: Blaine/5786.01 QC Batch ID: VG2.1798-E Client: Atlantic Environmental Sampled: 09-25-00 t� Container: 60 mL Glass Received: 09-25-00 Preservation: Methanol/Cool Analyzed: 09-27-00 • Matrix: soil Dilution Factor: 2 % Moisture: 7 75-71-8 DichlorodiFluoromethane BRL ug/Kg 540 74-87-3 Chloromethane BRL ug/Kg 540 'i 75-01-4 Vinyl Chloride BRL ug/Kg 220 74-83-9 Bromomethane BRL ug/Kg 540 75-00-3 Chloroethane BRL ug/Kg 540 75-694 Trichlorofluoromethane BRL ug/Kg 110 75-35-4 1,1-Dichloroethene BRL ug/Kg 110 75-09-2 Methylene Chloride BRL ug/Kg 110 156-60-5 trans-1,2-Dichloroethene BRL ug/Kg 110 75-34-3 1,1-Dichloroethane BRL ug/Kg 110 156.59-2 cis-1,2-Dichloroethene BRL ug/Kg 110 67-66-3 Chloroform BRL ug/Kg 110 ' 107-06-2 1,2-Dichloroethane BRL ug/Kg 110 71-55-6 1,1,1-Trichloroethane BRL ug/Kg 170 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 75-274 Bromodichloromethane BRL ug/Kg 110 ' 110.75-8 2-Chloroethyl Vinyl Ether _BRL ug/Kg 540 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 1,1,2Tririchloroethane BRL ug/Kg 110 12448-1 Dibromochloromethane BRL ug/Kg 110 127-184 Tetrachloroethene 2,800 ug/Kg 110 108-9_0.7 � Chlorobenzene BRL ug/Kg 110 ' 75-25-2 Bromoform _ BRL ug/Kg _110 79-34-5 1,1,2,2-Te_trac_hloroethane BRL ug/Kg 110 541-73-1 1,3-Dichlorob_enzene BRL ug/Kg 110 ' 10_64 -_ 1,4-Dichlorobenzene — BRL ug/Kg 110 95-50-11-1 1,2-Dichlorobenzene BRL ug/Kg 110 QC Surrogate Compound Recovery - QC Limits ' -1,2-0ichloroethanedd _ _ 97 % 70- 130% Method Reference: Test Methods for Evaluating Solid Waste, US EPA,SW-846,Third Edition, Update III(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,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,percent moisture and sample size. 'I Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay,MA 02532 ' GROUNDWATER ' ANALYTICAL EPA Method 8021 B ' Halogenated Volatile Organics by GC/ELCD Field ID: B-7(8) Laboratory ID: 36208.20 Project: Blaine/5786.01 QC Batch ID: VG2-1799-E Client: Atlantic Environmental Sampled: 09-25-00 t Container: 60 mL Glass Received: 09-25-00 Preservation: Methanol/Cool Analyzed: 09.27-00 ' M atrix: Soil Dilution Factor 1 Moisture 4 CAS Number'e fi.?� i ,r1' t :Anal e . 'r 'r'`. a ";' �' u r r'..4 �t.; .._ .. a._ Concentration ..,� f .,, Units +,`:;Reporting Limit ' 75-71-8 Dichlorodifluoromethane BRL ug/Kg 260 74-87-3 Chloromethane BRL ug/Kg 260 75-01-4 Vinyl Chloride BRL ug/Kg 100 74-83-9 Bromomethane BRL ug/Kg 260 ' 75-00-3 Chloroethane BRL ug/Kg 260 75-69-4 Trichlorofluoromethane BRL ug/Kg 52 75-354 1,1-Dichloroethene BRL ug/Kg 52 ' 75-09-2 Methylene Chloride BRL ug/Kg 52 156-60-5 trans-1,2-Dichloroethene BRL ug/Kg 52 75-34-3 1,1-Dichloroethane BRL ug/Kg 1 52 156-59-2 cis-1,2-Dichloroethene BRL ug/Kg 52 67-66-3 Chloroform BRL ug/Kg 52 107-06-2 1,2-Dichloroethane BRL ug/Kg 52 71-55-6 1,1,1-Trichloroethane BRL ug/Kg 52 t 56-23-5 Carbon Tetrachloride BRL ug/Kg 52 78-87-5 1,2-Dichloropropane BRL ug/Kg 52 7941-6 Trichloro_ethene _ BRL ug/Kg 52 75-27-4 Bromodichloromethane BRL ug(Kg 52 11WS-8 2{hloroethyl Vinyl Ether BRL up/Kg 260 10061-01-5 cis-1,3-Dichloropropene BRL ug/Kg 52 10061-02-6 trans-1,3-Dichloropropene BRL ug/Kg 52 ' 79-0_0-5 1_1,2-Trichloroethane BRL ug/Kg 5_2_ 12448-1 Dibromochloromethane BRL ug/Kg 52 127-184 Tetrachloroethene 52 ug/Kg 52 108-90-7 Chlorobenzene BRL 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-Dichlorobenzene BRL ug/Kg 52 ' 1_06-46-7 1,4-Dic_hlorobenzene BRL ug/Kg _52 95-50-1 1,2-Dichlorobenzene BRL ug/Kg 52 QC Surrogate Compound Recovery QC Limits ' 1,2-Dichloroethaned4 -_ 102 % 70- 130% Method Reference: Test Methods for Evaluating Solid Waste, US EPA,SW-846,Third Edition, Update 111 (1996). Analyze 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 analyle. 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. 1 ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay,MA 02532 GROUNDWATER ANALYTICAL 1) EPA Method 8021B Halogenated Volatile Organics by GC/ELCD Field ID: B-7(12) Laboratory ID: 36208-21 • Project: Blaine/5786.01 QC Batch ID: VG2-1798-E i Client: Atlantic Environmental Sampled: 09-25-00 Container. 60 mL Glass Received: 09-25-00 Preservation: Methanol/Cool Analyzed: 09-27-00 Matrix Sod Dilution Factor: 1 %Moisture 5 _-. 9a�, a,, - - - -. ,, =,'r.Concentratton T7 Und; : - Reporting Limit 75-71-8 Dichlorodifluoromethane BRL ug/Kg 260 7487-3 Chloromethane BRL ug/Kg 260 75-01-4 Vinyl Chloride BRL ug/Kg - 110 74-83-9 Bromomethane BRL ug/Kg 260 75-00-3 Chloroethane BRL ug/Kg 660 75-69-0 Trichlorofluoromethane BRL ug/Kg 53 75-354 1,1-Dichloroethene BRL ug/Kg 53 75-09-2 Methylene Chloride BRL ug/Kg 53 156-60-5 trans-1,2-Dichloroethene BRL ug/Kg 53 75-34-3 1,1-Dichloroethane BRL ug/Kg 53 156-59-2 cis-1,2-Dichloroethene BRL ug/Kg 53 67-66-3 Chloroform BRL ug/Kg 53 107-06-2 1,2-Dichloroethane _ BRL ug/Kg 53 71-55-6 1,1,1-Trichloroethane BRL ug/Kg 53 56-23-5 Carbon Tetrachloride BRL ug/Kg 53 78-87-5 1,2_Dichloropropane _BRL ug/Kg 53 79-01-6 Trichloroethene BRL ug/Kg 53 75-27-4 Bromodichloromethane BRL ug/Kg 53 ' 110-75-8 2-Chloroethyl Vinyl Ether _BRL ug/Kg 260 10061-01-5 cis-1,3-Dichloropropene BRL ug/K_g 53 10061-02-6 Trans-1,3-Dichloropropene BRL ug/Kg 53 - 79-00.5 1,1,2-Trichloroethane BRL ugfK9 53 ' 12448-1 Dibromochloromethane BRL ug/Kg 53 127-18-4 _Tetrachloroethene — 140 ug/K_g 53 106-90-7 Chlorobenzene _ BRL ug/Kg 53 7525-2 —Bromoform BRL ug/Kg 53 79-34-5 10,2,2-Tetrachloroethane BRL ug/Kg 5_3 541 73-1 1 3 Dichlorobenzene BRL u'Kg 53 10646-7 _ 1 4 Dichlorobenzene BRL _ ug/Kg 53 95-50.1 1 2 Dichlorobenzene _ BRL _ ug/Kg 53 QC Surrogate Compound Recovery QC Limits 1,2-Dichloroethane-d4 103 % 70- 130 0/ ' Method Reference: Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition, Update III(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,if any,is below reporting limit for anaMe. 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. 1I 'f '� Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL Project Narrative Project: Blaine/5786.01 Lab ID: 36208 Client: Atlantic Environmental Received: 09-25-00 A Physical Condition of Sample(s) 1} This project was received by the laboratory in satisfactory condition. The sample(s) were received undamaged in appropriate containers with the correct preservation. 1! _ B.',Project Documentation 1' This project was accompanied by satisfactory Chain of Custody documentation. The sample container label(s) agreed with the Chain of Custody. C. Analysis of Sample(s) 1� 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. 1. 1 1 1 1) . Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 228 Main Street,P.O.Box 1200 GROUNDWATER Buzzards Bay,MA02532 CHAIN-OF-CUSTODY RECORD Telephone(508)759-4441 AND WORK ORDER N9 '42928 ANALYTICAL FAX(508)759-4475 Project Name: Firm: TURNAROUND• ANALYSIS REQUEST n ` Izic soles sminksou P.a4N.ra Ce. Max. PN^I^^ o Nn' -eenenl Ms.., elver p STjF yDARD(10 Business Days) a wnl. Project Number: AtltlrZc^r.:/, p, FIORITY(5 Business Days) - @ of 1 ✓ /`FZMSI'O.J �� O RUSH(RAN- 1 a' 41, a (Rush requires Rush Authorization Number) o gg o a oo - S� o0 Sampler Name: City/State/Zip: 3 Please FAX ES ❑NO (G:r' Or &0/12 -D /fill" OZ7?po FAX Number: l -2-J'r33 Project Manager: Telephone: ILLING v o 0 o a o o Elk £ �° Sjr$� �AQD SAL �S Z_ G z�.Yj Purchase Order No.: GWA Reference No.. o I 4$ n A a # INSTRUCTIONS:Use separate fine for each container(except replicates). E +° - ' i y Y o 5 ° E n O C O O Sampling Matrix Type Containers) Preservation nnm.a z 0 J 4 J p O O s � SAMPLE - a i d s LABORATORY ,q. $ i 5` a ; e Sa}' $ a a ; E $ IOENRRCATION = : `a' - e e a a s� 9 $ € Ce j F ; II 3 a s m :n c e a a i C Ay (Lab Use Only m i �L z' `� c Y O u x S S a _ a t ! a g v e a s sa = 4 y n > g OB is3 as p = a3 a aid aA a = � `610 0 0 0 0 0 o c o o a a c o 0 0 0 o c 6 0 0 _ c o c o c o a c o D a OtK -1 y 1 oypp u OE t I tMD 6 -- G 2T —2 2 O5D pJ' lostFPfr-- 6 3 Iz v N-1 10 b N I Il N IO REMARKS/SPECIAL INSTRUCTIONS DATA QUALITY OBJECTIVES CHAIN-OF-CUSTODY RECORD Regulatory Program Project Specific OC NOTE:All samples submitted subject to Standard Terms and Conditions on reverse hereof. L LL ❑Sale Drinking Water Ad Man regulatory programs and EPA methodsr require project Relinquished Sampler: Date Time Rise d Receipt Temperature: ❑MA DEPForm y ry eq Oi j ^9 y p peralure: specific Spikes, Project specific OC includes udes Sample Laboratory ale". ❑NPDESState: Water Act Matrix Spikes,andlm less p Spike Deprloatise Laboratory DC b Specify Stale: samples protect a e charged specific n a per sample basis. For water OC ❑R az.Waste Char. each MS.MSDa and Sample apersample requires alertionlsamples. Relinquished by: Dale Time eived by: Number: A MCP 13t0 CMq 40) each MS.MSD and Sample Duplicate requires an additional Number: Reportable Concentrations sample aliquot. ❑RCGW-1 ❑RC Project Specific ore Required selection of QC Sample Relinquished by: Date Time Received by Laboratory: Custody Seal/ ❑RCGW-2 OWCS 2 ❑Sample Duplicate O SeNcbd by laboratory Cooler Serial Number: ❑MA Dredge Disposal ❑Matrix Spike O Pleax use sample: ❑NH0 RI 0 CT 0 ME Method of Shipment: ❑GWA Couri Express Mail❑Federal Express Specify Category: OMalex Spike Duplicate 0 UPS and❑ 228 Main Street,P.O.Box 1200 GROUNDWATER Buzzards Bay,MA02532 CHAIN-OF-CUSTODY RECORD Telephone(508)759-4441 ANDWORKORDER N2 42929 ANALYTICAL FAX(508)759-4475 Project Name: Firm: TURNAROUND ANALYSIS REQUEST _� 6Lz}. C' volmta• s.mn•um.• R •e ce• a...y ekwe tie. xar. mwnt cn.mmn en.. rif ❑STANDARD(70 Business Days) ren.el wun Project Number: Address: /' t-FIRIORITY(5 Business Days) J n3'�'CI ,J / ❑ RUSH(RAN- I �g,`^�i-TU fRush requires Rush Authorization Numbed v ° O c .R o O Sampler Name: City I State/Zip: # , Please FAX YES ❑NO C FAX Number Project Manager: Telephone: BILLING o o o o g £ 3 $ 3 Cyo ^ 1 �y2_G�1 Purchase Order No.. GWA Reference No.: o v g - g f 1 = S $ , - 1 1 ° a INSTRUCTIONS:Use separate line for each container(except replicates). $ $ $ s e $ = e E e o +� o g Sampling Matrix Type Contalner(s) Preservation Rana FH ° ° ° ° ° ° o o o v 5 c ds a 4 SA E a a $ a' 'g e' a LABORATORY - g 9a § tln a ; 53' i d� n{ IpEITRCAItON _ a 5 a v m r 5 e = f (Lab Use On z yNUMBER s- s € a a 8 $ a 5ao a 4 = S s 5 g �.3 $ , y g �2Up7(� ° O v o v n ° c o 0 0 'z 12.2 -S mo -5- iS ) 10 (b 3 N g- E Is --) tat n E� REMARKS/SPECIAL INSTRUCTIONS DATA QUALITY OBJECTIVES CHAIN-OF-CUSTODY RECORD Regulatory Program Project Specific QC NOTE:All samples submitted subject to Standard Terms and Conditions on reverse hereof. p Sale Drinking Water Act Many regulatory programs and EPA methods require project Relinquishedb Sam Date Time v by: Receipt Temperature: ❑MA DEP Form specific OC.Project specific OC includes Sample Duplicates, / ❑NPDESIClean Water Act Matrix Spikes.andlor Matrix Spike Duplicates.Laboratory OC is �:.` 1 ,0 6- Specify Stale: not project specific unless prearranged.Protect speufic OC •RCRArHaz.Waste Char. samples are charged on a per sample bases.For water samples, Relinquished f Date Tm ecaived by: ShippinglAirblll ❑MA MCP(310 CMR 40) each MS.MSD and Sample Duplicate requires an additional Number: Reponable Concentrations sample aliquot. ❑RCGW I 0 RCS-t Proles Specific OC Required Selection at OC Semple Relinquished by: Date Time Received by Laboratory: Custody Seat/ ❑RCG W 2❑RCS.2 Cooler Senal O Sample Duplicate D selected by bboratory QC�>Ll �, i•, Number: ❑MA Dredge Disposal D Matrix Spike ❑Please use sample: ❑NH❑RI❑CTQ ME Method of Shipment ❑UPS Coyyfa�aer OExpress Mail Federal Express Specify Category: ❑Matrix Spike Oupliale ❑UPS flHantl 0 GROUNDWATER ANALYTICAL EPA Method 8021E Halogenated Volatile Organics by GC/ELCD ■i Field ID: B-1 04) Laboratory ID: 36208-03 Project: Blaine/5786.01 QC Batch ID: VG2-1798-E Client: Atlantic Environmental Sampled: 09-25-00 Container: 60 mL Glass Received: 09-25-00 Preservation: Methanol/Cool Analyzed: 09-26-00 Matrix: Soil Dilution Factor: 1 %Moisture: 13 CAS_Number; . Concentiahon i+ Unitsh RegortingLimit 75-71-8 Dichlorodifluoromethane BRL ug/Kg 290 74-87-3 Chloromethane BRL ug/Kg 990 75-014 Vinyl Chloride BRL ug/Kg 110 74-83-9 Bromomethane BRL ug/Kg 290 75-00-3 Chloroethane BRL ug/Kg 290 75-69-4 Trichlorofluoromethane BRL ug/Kg 57 75-354 1,1-Dichloroethene BRL ug/Kg 57 75-09-2 Methylene Chloride BRL ug/Kg 57 156-60-5 trans-1,2-Dichloroethene BRL ug/Kg 57 _ 75-34-3 1,1-Dichloroethane BRL ug/Kg 57 15659-2 cis-1,2-Dichloroethene BRL_ ug/Kg 57 67-66-3 Chloroform BRL ug/Kg 57 t 107-06-2 1,2-Dichloroethane BRL _ ug/Kg 57 71-55-6 1,1,1-Trichloroethane BRL ug/Kg 57 56.23-5 Carbon Tetrachloride _8RL ug/Kg 57 78-87-5 1,2-Dichloropropane_ __BRL _ ug/Kg 57 79-01-6 Trichloroethe_ne_ _ ____BRL_____ ug/Kg _ _ 57 75-27-4 m Broodichloromethane BRL _ ug/Kg 57 110-75-8 2-Chloroethyl Vinyl Ether BRL ug/Kg 290 10061-01-5 cis-1,3-Dichloropropene BRL ug/Kg 57 160 1-0 2-6 trans-1,3-Dichloropropene BRL ug/Kg 57 _79-00-5 1,1,2-Trichloroethane_ BRL ug/Kg 57 ' 124-48-1 Dibromochloromethane WRI. ug/Kg 57 127-184 Tetrachloroethene 2.40 ug/Kg 57 108-90-7 Chlorobenzene _ BRL ug/Kg 57 75-25-2 Bromoform _ BRL ug/Kg 57 79-34-5 1,1,2,2-Tetrachloroethane BRL ug/Kg 57 541-73-1 1,3-Dich_lorobenzene BRL ug/Kg 57 106-46-7 _1,4-Dichlorobenzene BRL_ uI Kg_ 57 ' 95-50-1 1,2-Dichloro_benzene _ BRL_ ug/Kg 57 QC Surrogate Compound Recovery QC Limits 1,2-Dichloroethane-d4 99 % 70- 130 % ' Method Reference: Test Methods for Evaluating Solid Waste, US EPA,SW-846,Third Edition, Update III (1996). Analyle 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,if any,is below reporting limit for analyle. 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. r Groundwater Analytical, Inc., P.O. Box 1200,228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ' ANALYTICAL EPA Method 8021E Halogenated Volatile Organics by GC/ELCD Field ID: B-2(3) Laboratory ID: 36208-04 Project: Blaine/5786.01 QC Batch ID: VG2-1798-E Client: Atlantic Environmental Sampled: 09-25-00 Container: 60 mL Glass Received: 09-25-00 Preservation: MethanoUCool Analyzed: 09-26-00 Matrix: Soil Dilution Factor 4 ' %Moisture 7 „CAS.Number ', 75-71-8 Dichlorodifluoromethane BRL ug/Kg 1,100 ' 74-87-3 Chloromethane BRL ug/Kg 1,100 75-01-4 Vinyl Chloride BRL ug/Kg 430 74-83-9 Bromomethane BRL ug/Kg 1,100 75-00.3 Chloroethane BRL ug/Kg 1,100 75-694 Trichlorofluoromethane BRL ug/Kg 210 75-354 1,1-Dichloroethene BRL ug/Kg 210 75-09-2 .Methylene Chloride BRL ug/Kg 210 t 156-60-5 trans-1,2-Dichloroethene BRL ug/Kg 210 75-34-3 1,1-Dichloroethane BRL ug/Kg 210 156-59-2 cis-1,2-Dichloroethene WE ug/Kg 210 ' 67-66-3 Chloroform BRL — - ug/Kg 210 107-06-2 1,2-Dichloroethane BRL_ ug/Kg 210 71-55-6 1,1,1-Trichloroethane BRL ug/Kg 210 56-23-5 Carbon Tetrachloride ug/Kg 210 78-87-5 1,2-Dichloropropan_e BRL ug/Kg 210 79-01-6 Trichloroethene_ _ _ BRL ug/Kg 210 75-274 Bromodichloromethane BRL ug/Kg 210 110-75-8 2-Chloroethyl Vinyl Ether BRL —� ug/Kg 1,100 10061-01-5 cis-1,3-Dichlor_opropene _ BRL ug/Kg 210 10061-02-6 trans-1,3-Dichloropropene BRL F ug/Kg 210 79-00-5 1,1,2-Trichloroethane BRL _ ug/Kg 210 12448-1 Dibrom_ochloromethane BRL ug/Kg 210 127-18-4 Tetrachloroethene 6,700 ug/Kg 210 108-90-7 Chlorobenzene BRL ug/Kg 210 ' 75-25-2 Bromoform _ BRL Ug/Kg 210 79-34-5 1,1,2,2-Tetrachloroethane BRL ug/Kg 210 541-73-1 1,3-Dichlorobenzene BRL ug/Kg 210 ----- -- - -------- - ---- 106-46-7 1,4-Dichlorobenzene• BRL ug/Kg _ 210_ 95-50.1 1,2-Dichlorobenzene -_ BRL ug/Kg 210 —QC Surrogate Compound Recovery QC Limits L_1,2_Dichloroethaned4 97 % Method Reference: Test Methods for Evaluating Solid Waste, US EPA,SW-846,Third Edition,Update III(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, if any,is below reporting limit for analyse. 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 A. t GROUNDWATER ANALYTICAL EPA Method 8021B Halogenated Volatile Organics by GC/ELCD Field ID: B-2(6) Laboratory ID: 36208-05 Project: Blaine/5786.01 QC Batch ID: VG2-1798-E Client: Atlantic Environmental Sampled: 09-25-00 Container: 60 mL Glass Received: 09-25-00 Preservation: Methanol/Cool Analyzed: 09-26-00 Matrix: Soil Dilution Factor: 10 %Moisture 8 '!,CAS;Numberl„ r:ta"',' rn4;�;`;/Anal e„i r"i!`."? s `'bi.�f. COnCentrdtmn^s `'Fk S:yru �,k . ,.. . .zr.� mts, , F.Reportidg limit ' 75-71-8 Dichlorodifluoromethane BRL ug/Kg 2,700 74-87-3 Chloromethane BRL ug/Kg 2,700 .. 75-014 Vinyl Chloride BRL ug/Kg 1,100 7483-9 Bromomethane BRL ug/Kg 2,700 75-00-3 Chloroethane BRL ug/Kg 2,700 75-694 Trichlorofluoromethane BRL ug/Kg 540 75-354 1,1-Dichloroethene BRL ug/Kg 540 t 75-09-2 Methylene Chloride BRL ug/Kg 540 156-60-5 trans-1,2-bichlOrOethene BRL ug/Kg 540 75-343 1,1-13ichloroethane BRL ug/Kg 540 156-59-2 cis-1,2-Dichloroethene BRL ug/Kg 540 ' 67-66-3 Chloroform BRL ug/Kg 540 107-06-2 1,2-Dichloroethane BRL ug/Kg 540 71-55-6 1,1,1-Trichloroethane BRL ug/Kg 540 56-23-5 Carbon Tetrachloride -- BRL ug/Kg 540 2 78-87-5 1, Dichloropropane BRL ug/Kg 540 79-01-6 7rnchIoroethene BRL _ ug/Kg 540 75-274 Bromodichloromethane _B_RL ug/Kg 540 110-75-8 2-Chloroethyl Vinyl Ether _BRL ug/Kg 2,700 10061-01-5 cis-1,3-Dichloropropene BRL ug/Kg 540 10061-02-6 trans-1,3-Dichloropropene BRL ug/Kg 540 - 79-00-5 1,1,2-Trichloroethane BRL ug/Kg 540 124-48-1 Dibromochloromethane BRL ug/Kg 540 127-18 4 Tetrachloroethene 9,900 ug/Kg 540 108-90-7�Chlorobenzene BRL ug/Kg 540 _75-25-2 Bromoform BRL ug/Kg 540 79-34-5 1,1,2,2-Tetrachloroethane BRL ug/Kg 540 541-73-1 1,3-Dichlorobenzene _BRL ug/Kg 540 ' 106-06-7_— 1,4-Dichorobenzene _BRL _ ug/Kg _540 95-50.1 1,2-Dichlorobenzene BRL I ug/Kg 540 QC Surrogate Compound Recovery QC Limits ' ( 1,2-Drchloroethane-d4 99 % 70- 130 % Method Reference: Test Methods for Evaluating Solid Waste, US EPA,SW-846,Third Edition,Update 111(1996). Analyze list as selected from list formerly specified by EPA Method 80108. 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 analyze. 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 1�. GROUNDWATER ANALYTICAL EPA Method 8021E Halogenated Volatile Organics by GOELCD Field ID: B-4(2) Laboratory ID: 36208-10 Project: Blaine/5786.01 QC Batch ID: VG2-1798-E Client: Atlantic Environmental Sampled: 09-25-00 Container: 60 mL Glass Received: 09-25-00 Preservation: Methanol/Cool Analyzed: 09-26-00 ' Matrix: Soil Dilution Factor: 1 %Moisture 9 CAS Number Y K,,,„ ;;'Anal e°, : fY - ; ; ," Concentration;w . ,,, . Units.. .:' RepoRing:Llmit 75-71-8 Dichlorodifluoromethane BRL ug/Kg 280 74-87-3 Chloromethane BRL _ ug/Kg 280 75-014 Vinyl Chloride BRL ug/Kg 110 74-83-9 Bromomethane BRL _ ug/Kg 280 75-00-3 ISIoroethane BRL ug/K9 280 75-69-4 TrichIorofluoromethane _ _ B_RIL ug/Kg 55 75-35-4 1,1-Dichloroethene BRL ug/Kg 55 75-09-2 Methylene Chloride BRL ug/Kg 55 156-60-5 trans-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 ug/Kg 55 71-55-6 _ 1,1,1-Trichloroethane BRL___ _ ug/Kg 55 56123-5 _ Carbon_Tetrachloride ____ BRL_____ _ ug/Kg 55 ' 78-87-5 1,2-Dichloropropane - _ BRL _ ug/Kg 55 79-01-6 _ Trichlo_roethen_e _ _BRL _ T ug/Kg _55 - - 75-274 Brom odichlorometh—an e BRL_ ___._J_ug/Kg _ 55 110-75-8 2=Chloroethyl Vinyl Ether BRL ug/Kg 280 10061-01-5 cis-1,3-Dichloropropene BRL I ug/Kg 55 -t---— 10061-02-6 trans-1,3-Dichloropropene BRL ug/Kg 55 - 79-00-5 1,1,2-Trichloroethane BRL ug/Kg_ 55 124-48-1 DibromochIoromethane BRL ug/Kg 55 127-18-4 Tetrachooroethene BRL ug/Kg 55 108-90-7 C_hlorobenzene _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 ug/Kg 55 ' 106-46-7 1,4-Dichlorobenzene _ BRL — u�Kg 55 95-50-1 1,2-Dichlorobenzene BRL u K 55 QC Surrogate Compound Recovery QC Limits 1,2-Dichloroethane-da � _ 100 % _ _ _�_ 70- 130 % Method Reference: Test Methods for Evaluating Solid Waste, US EPA,SW-846,Third Edition, Update III(1996). Analyte list as selected from list formerly specified by EPA Method 80108. 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 analyle. 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 8021E Halogenated Volatile Organics by GC/ELCD ■� Field ID: B4(4) Laboratory ID: 36208-11 Project: Blaioe/5786.01 QC Batch ID: VG2-1798-E Client: 'Atlantic Environmental Sampled: 09-25-00 Container: 60 mL Glass Received: 09-25-00 Preservation: Methanol/Cool Analyzed: 09-26-00 Matrix: Soil Dilution Factor. 1 %Moisture 9 a CASNumbera Anal e. Units,`..> RepoNng-Limit 75-71-8 Dichlorodifluoromethane BRL ug/Kg 270 7487-3 Chloromethane I _ BRL ug/Kg 270 j 75-01-4 Vinyl Chloride BRL ug/Kg 110 7483-9 Bromomethane BRL ug/Kg 270 75-00-3 Chloroethane BRL ug/Kg 270 75-69-4 Trichlo_rofluoromethane BRL ug/Kg 55 75-35A 1,1-Dichloroethene BRL ug/Kg 55 75-09-2 Methylene Chloride _ BRL ug/Kg 55 156-60-5 trans-1,2-Dichloroethene BRL ug/Kg 55 75-343 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 ug/Kg 55 71-55-6 1,1,1Trichloroethane 6RL _ ug/Kg 55 56-23-5 Carbon Tetrachloride _BRL ug/Kg 55_ 78-87-5 1,2-Dichloropropane _ _ _BRL _ ug/Kg 55 79_-01-6 _Trichloroethene_ _ _ BRL_ ug_/Kg _ 55 75-27-4 Bromodichloromethane BRL ug/Kg 55 ---------- ----- 110-75-8 2-Chloroethyl Vinyl Ether BRL ug/Kg 270 10061-01-5 _ds 1,3-Dichlo_ropropene _ BR_L___ _ _ug/Kg _55 10061-02-6 trans-1,3-_Dichloropropene BRL ug/Kg 55 79-00.5 1,1,2-Trichloroethane BRL_ ug/Kg 55 124418-1 Dibromochloromethane BRL ug/Kg 55 127-18-4 _ChlTetrachloroethene _ BRL ug/Kg 55 _70_8-90-7_ orobenzene BRL_ _ ug/Kg 75-25-2 Bromofor_m_ __ BRL _ _ug/Kg _55 79-34-5 1,1,2,2-Tetrachloroethane _BRL _ug/Kg—_ 55 541-73-1 1,3-Dichl_robenzene BRL ug/Kg 55 106-46-7 - _ 1,4-Dich_lorobenze_ne ____ BRL __ u9/K9 55 ben 95-50-1 1,2-Dichlorozene _BRL ug/Kg 55 QC Surrogate Compound J Recovery QC Limits 1,2-Dichloroethane-d,_ __ -__ 1 96 % -__--70- 130 % Method Reference: Test Methods for Evaluating Solid Waste, US EPA,SW-846,Third Edition, Update III(1996). Analyte list as selected from list formerly specified by EPA Method 80108. Results are reported on a dry weight basis. 1 Analysis performed utilizing methanol extraction technique. Report Notations: BRL Indicates concentration, if any,is below reporting limit for analyze. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution,percent moisture and sample size. - fi 1' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay,MA 02532 L 1 GROUNDWATER ANALYTICAL EPA Method 80218 Halogenated Volatile Organics by GC/ELCD Field ID: B-4(10) Laboratory ID: 36208-12 Project: Blaine/5786.01 QC Batch ID: VG2-1798-E Client: Atlantic Environmental Sampled: 09-25-00 Container: 60 mL Glass Received: 09-25-00 Preservation: Methanol/Cool Analyzed: 09-26-00 Matrix Soil Dilution Factor: 1 % Moisture 4 CAS Number`•. rY 3 w ;1ni Anal e r 5 u xi �*x q., �j, ,-.:�. ,. 1«a,��,Concentration,<L, R,eportingLimit ' 75-71-8 DichlorodiFluoromethane BRL ug/Kg 260 74-87-3 Chloromethane BRL ug/Kg 260 75-01-4 Vinyl Chloride BRL ug/Kg 100 74-83-9 Bromomethane BRL ug/Kg 260 75-00.3 Chloroethane BRL ug/Kg 260 75-69-4 Trichiorofluoromethane BRL ug/Kg 52 75-35-4 1,1-Dichloroethene BRL ug/Kg 52 75-09-2 Methylene Chloride BRL ug/Kg 52 156-60-5 trans-1,2-Dichloroethene BRL u911<9 52 75-34-3 1,1-Dichloroethane BRL ug/Kg 52 1_56-59-2 cis-1,2-Dichloroethene6 _BRL ug/Kg 52 67-66-3 Chloroform _ BRL ug/Kg 52 107-06-2 1,2-Dichloroethane BRL ug/Kg 52 ` 71-55-6 1,1,1-Trichloro_ethane 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 75-274 Bromodichloromethane BRL ug/Kg 52 110-75-8 2-Chloroethyl Vinyl Ether _BRL _ ug/Kg 260 10061-01-5 cis-1,3-Dichloropropene BRL ug/Kg 52 10061-02-6 trans-1,3-Dichloropropene BRL ug/Kg 52 7 9-0 0 5_1,1,2-Trichloroethane - BRL ug/Kg 52 1_24-48-1 Dibromochloromethane BRL ug/Kg 52 •127-184 Te[rachloroethene rE: 56 ug/Kg 52 108-90-7 Chioro_benzene _ _BRL ug/Kg 52 75-25-2 Bromoform_ BRL ug/Kg 52 34-5 1,1,2,2-Tetrachloroethane BRL ___ _ ul?/ --52 5_2 loro 541-73-1 1,3-Dichbenzene _ BRL ug/Kg 52 _106-46 7 1_,4_Dithlorobenzene _ L BRL_ _ _ ug/Kg__ 52 _ 95-50-1 1,2-Dichlorobenzene BRL ug/Kg _52 QC Surrogate Compound Recovery QC Limits 1,2-Dichloroethaneda 96 % 70- 130 % Method Reference: Test Methods for Evaluating Solid Waste, US EPA,SW-846,Third Edition,Update III(1996). Analyle 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, 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 8021E Halogenated Volatile Organics by GC/ELCD Field ID: B-5(4) Laboratory ID: 36208-13 Project: Blaine/5786.01 QC Batch ID: VG2-1798-E Client: Atlantic Environmental Sampled: 09-25-00 Container: 60 mt.Glass Received: 09-25-00 Preservation: Methanol/Cool Analyzed: 09-26-00 Matrix: Soil Dilution Factor: 1 %Moisture: 5 i r..CAS Number? Anal et'a r` ,ra 3.:atia. Concentridion r Units' ,•�ReporOng:Limit 75-71-8 Dichlorodifluoromethane BRL ug/Kg 260 r 74.87-3 Chloromethane BRL ug/Kg 260 _ 75-01-4 Vinyl Chloride BRL ug/Kg 110 74-83-9 Bromomethane BRL ug/Kg 260 75-00-3 Chloroethane BRL ug/Kg 260 75-69A Trichlorofluoromethane BRL ug/Kg 53 75-35-4 1,1-Dichloroethene BRL ug/Kg 53 75-09-2 Methylene Chloride BRL ugtKg 53 156-60-5 trans-1,2-Dichloroethene BRL ugtKg 53 75-34-3 1,1-Dichloroethane BRL u9tK9 53 156-59-2 cis-1,2-Dichloroethene BRL ugtKg 53 67-66-3 Chloroform _ BRL _ ug/Kg 53 107-06-2 1,2-Dichloroethane ElikL ug/Kg 53 71-55-6 1,1,1-Trichloroethane BRL ugtKg 53 56-23-5 Carbon Tetrachloride BRL _ ug/Kg 53 78-87-5 1,2-Dichloropropane BRL _ ugt-Kg 53 _79-01-6 _ � _Trich_loroethene _ 86_ _ _ ug/Kg 53 75-274 Bromodichloromethane BRL _ ug/Kg 53 ' 110-75-8_ 2-C_hloroethyl Vinyl Ether _ _ BRL _ ug/Kg __260 061 10 -01-5 cis-1,3-Dichloropropene BRL ug/Kg 53 10061-02-6 trans-1,3-Dichloropropene BRL ug/Kg 53 79-00-5 1,1,2-Trichloroethane BRL ug/Kg 53 12448-1 Dibromochloromethane BRL ug/Kg 53 127-18-4 Tetrachloroethene 1,300 _ ug/Kg 53 108-90-7 Chlorobenzene BRL _ ug/Kg 53 ' _ 93475-25-2-_ _ Bromoform - _ BRL ug/Kg 53 7 - -5 1,1,2,2-Tetrachloroethane BRL ug/Kg 53 541-73-1 1,3-Dichlorobenzene BRL ug/Kg 53 ' 1_06-46-7 ,4-Dich— —1lor_obenzene_ — __— BRL ug/Kg_ —53 1, _ 95-50-1 2-Dichlorobenzene BRL ug/Kg 53 QC Surrogate Compound I Recovery QC Limits:. . 1,2-Dichloroethane-d, _ 1 98 % 70- 130 % Method Reference: Test Methods for Evaluating Solid Waste, US EPA,SW-846,Third Edition, Update III(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, 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 8021B Halogenated Volatile Organics by GC/ELCD { Field ID: B•5(8) Laboratory ID: 36208-14 Project: Blaine/5786.01 QC Batch ID: VG2-1798-E I Client: Atlantic Environmental Sampled: 09-25-00 Container: 60 mL Glass Received: 09-25-00 Preservation: Methanol/Cool Analyzed: 09-26-00 Matrix: Soil Dilution Factor. 1 I %Moisture: 2 i r.. CAS,Number F, z= :'•Anal e` a r" : x ,.Concentration , - a _` ;Units Reporting 75-71-8 Dichlorodifluoromethane BRL ug/Kg 260 74-87-3 Chloromethane BRL ug/Kg 260 75-01-4 Vinyl Chloride BRL ug/Kg 100 74-83-9 Bromomethane BRL ug/Kg 260 75-00-3 Chloroethane BRL ug/Kg 260 75-69-4 Trichlorofluoromethane BRL ug/Kg 51 75-35-4 1,1-Dichloroethene BRL ug/Kg 51 75-09-2 Methylene Chloride BRL ug/Kg 51 156-6_0-5 trans-1,2-Dichloroethene BRL ug/Kg 51 } 75-34-3 1,1-Dichloroethane BRL ug/Kg 51 156-59-2 cis-1,2-Dichloroethene BRL ug/Kg 51 67-66-3 Chloroform _BRL ug/Kg 51 1! 107-06-2-55- 1,2-Dic_hlo_roethane BRL ug/Kg 51 716 1,1,1-Trichloroethane _ BRL ug(Kg 51 56-23-5 Carbon Tetrachloride _BRL_ ug1Kg 51 78-87-5 1.2-Dichloropropane BRL ug/Kg 51 79_-0_1-6 Trichlo_roethene_ _ _BRL ug(Kg 51 75-27-4 Bromodichloromethane BRL ug/Kg _ 51 11_0-75-8 2-Chloroethyl Vinyl Ether BRL ug/Kg 260 10061_-01-5 cis-1,3-Dichloropropene BRL ug/Kg 51 10061-02-6 trans-1,3-Dichloropropene BRL ug/Kg 51 1 79-00-5 1,1,2-Trichloroethane BRL ug/Kg 51 124-48-1 Dibromochloromethane BRL ug/Kg 51 127-18-4 Tetrachloroethene 58 _ ug/Kg 51 168-90-7 Chlorobenzene BRL ug/Kg 51 --- — ------ -- _75-25-2 Bro_moform _BRL ug/Kg 51 — _7_9-34-5 1,1,2,2-Tetrachloroethane BRL ug/Kg 51 541-73-1 1,3-15ichlorobenzene _BRL_ ug/Kg _51 ' 106-46-7 _ 1,4-Dichlorobenzene _BRL _ ug/Kg 51 0 1 2-95-5 1, Dichlorobenzene BRL ug/K9 51 QC Surrogate Compound Recovery QC Limits ' 1,2-DichloroethaneA, — 100 % 70- 130 % Method Reference: ' Test Methods for Evaluating Solid Waste, US EPA,SW-846,Third Edition, Update III(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,if any, is below reporting limit for analyle. 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. 1� �1 1� Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL EPA Method 8021E Halogenated Volatile Organics by GC/ELCD Field ID: B-5(12) Laboratory ID: 36208-15 Project: Blaine/5786.01 QC Batch ID: VG2-1798-E Client: Atlantic Environmental Sampled: 09-25-00 Container: 60 mi.Glass Received: 09-25-00 Preservation: Methanol/Cool Analyzed: 09-26-00 Matrix: soil Dilution Factor: 1 %Moisture: 3 CAS Number:?' t,, ;Concentration f,i -E;, ;Units` K; Reportingi_Limit 75-718 DichlorodiFluoromethane BRL ug/Kg 260 74-87-3 Chloromethane BRL ug/Kg 260 75-01-4 Vinyl Chloride BRL ug/Kg 100 74-83-9 Bromoethane a BRL ug/Kg 260 75-00.3 loro Chfl BRL ug/Kg 260 75-694 Trichlororofluoromethane BRL ug(Kg 51 - 75-35-4 1,1-Dichloroethene BRL ug/Kg 51 75-09-2 Methylene Chloride BRL ug/Kg 51 �. 156-60-5 trans-1,2-Dichloroethene BRL ug/Kg 51 75-34-3 1,1-Dichloroethane_ BRL ug/Kg 51 156-59-2 cis-1_2-Dichloroethene BRL ug/Kg 51 67-663 Chloroform _BRL ug/Kg 51 107-06-2 1,2-Dichloroethane BRL ug(Kg 51 71-55-6 1,1,1—TrnTetloroethane BRL ug/Kg 51 56-23-5 Carbon Tetrachloride BRL ug/Kg 51 78-87-5 1,2-Dichloropropane BRL _ u K 51_ — — g/ g Trichloroethene BRL _ ug/Kg 51 75-27-4 Bromodichloromethane BRL ug/Kg 51 '. 110.75-8 2-Chloroethyl Vinyl Ether BRL ug/Kg 260 10061-01-5 cis-1,3-Dichloropropene BRL Ug/K_g _51 10061-02-6 trans-1,3-Dichloropropene BRL ug(Kg-. 51 I 79-_00-5 1,1,2_Trichloroethane _BRL of Kg_ _51 124-48-1 Dibromochlor_omethane BRL ug/Kg 51 127-18-4 Tetrachloroethene BRL ug/Kg 51 _108-9_0.7 _ Chlorob_enzene BRL _ _ ug/Kg 51 _75-25-2 _BRL___ ug/Kg__51 -79-34-5 1,1,2,2-T_e[rachloroethane _BRL tf J 51 541-73-1 _to-Dichlorobenzene _BRL ug/Kg 51 _106-4&7 _1,4_Dichlorobenzene _ BRL __-__ ug/Kg__51 [95-50_1 - 1,2-Dichlorobenzene BRL ug/Kg 51 QC Surrogate Compound Recovery QC Limits 1,2-Dichloroethane-da _ 100 % 70- 130 % Method Reference: Test Methods for Evaluating Solid Waste, US EPA,SW-846,Third Edition, Update III(1996). Analyze 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, 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 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL t EPA Method 80218 Halogenated Volatile Organics by GC/ELCD ! Field ID: B-9 04) Laboratory ID: 36229-06 Project: Blaine/5786.01 QC Batch ID: VG2-1799-E Client: Atlantic Environmental Sampled: 09-26-00 Container: 60 ml.Glass Received: 09-26-00 t Preservation: Methanol/Cool Analyzed: 09.28-00 Matrix: Soil Dilution Factor: 1 %Moisture: 7 i CAS Number' Analyte Concentration" - i Units", Reporting Limit 75-71-8 Dichlorodifluoromethane BRL ug/Kg 270 74-87-3 Chloromethane BRL ug/Kg 270 �c 75-01-4 Vinyl Chloride BRL ug/Kg 110 74-83-9 Bromomethane BRL ug/Kg 270 75-00-3 Chloroethane BRL ug/Kg 270 75-694 TrichloroBuoromethane BRL ug/Kg 54 75-354 1,1-Dichloroethene BRL ug/Kg 54 75-09-2 Methylene Chloride BRL ug/Kg 54 156-60-5 trans-1,2-Dichloroethene BRL ug/Kg 54 75-34-3 1,1-Dichloroethane BRL ug/Kg 54 156-59-2 cis-1,2-Dichloroethene BRL ug/Kg 54 67-66-3 Chloroform _BRL ug/Kg 54 107-06-2 1,2-Dichloroethane BRL ug/Kg 54 71-55-6 1,1,1-Trichloroethane BRL _ ug/Kg 54 56-23-5 Carbon Tetrachloride BRL ug/Kg 54 78-87_5 _1,2-Dic_hloropropane BRL__ ug/Kg 54 79-01-6 Trichloro_ethene _ BRL ug/Kg 54 75-27-4 Bromodichloromethane BRL ug/Kg 54 'I 110-75-8 2-Chloro_ethyl Vinyl Ether BRL ug/Kg_ 270 10061-01-5 cis-1,3-Dichloropropene BRL ug/Kg 54 10061-02-6 trans-1,3-Dichloropropene BRL ug/Kg 54 - 7900-5 1,1,2-Trichloroethane BRL ug/Kg 54 124-48-1 Dibromochloromethane BRL ug/Kg 54 127-184 Tetrachloroethene 100 ug/Kg 54 _108-90.7 Chlorobenzene BRL ug/Kg 54 75-25-2 Bromoform __ _ BRL ug/Kg 54 79-34-5 1,1,2,2-TetrachIoroethane BRL ug/Kg 54 541-73-1 1,3-Dichlorobenzene BRL ug/Kg 54 106-46-7 1,4-Dichlorobenzene• —"— ug/Kg 54t9_5 _1 Dic BRL ug/Kg 54 QC Surrogate Compound Recovery QC Limits . t-1 2-Dichloroethan 100 %_---__-_"-_1 _ A - 130 0/6—=— a ------e-d-d Method Reference: Test Methods for Evaluating Solid Waste, US EPA,SW-846,Third Edition, Update III(1996). Analyze 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. ,l Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL EPA Method 8021 B Halogenated Volatile Organics by GC/ELCD Field ID: B-12(3) Laboratory ID: 36229-07 Project: Blaine/5786.01 QC Batch ID: VG2-1799-E ' Client: Atlantic Environmental Sampled: 09.26-00 Container: 60 mL Glass Received: 09-26.00 Preservation: Methanol/Cool Analyzed: 09-28-00 Matrix: soil Dilution Factor: 2 % Moisture: 10 CAS Number Analyte a y: , _Concentration Units>v Reporting Limit 75-71-8 Dichlorodifluoromethane BRL ug/Kg 550 74-87-3 Chloromethane BRL ug/Kg 550 75-614 Vinyl Chloride BRL ug/Kg 220 74-83-9 Bromomethane BRL ug/Kg 550 75-004 Chloroethane BRL ug/Kg 550 75-69-4 Trichlorofluoromethane BRL ug/Kg 110 75-35-4 1,1-Dichloroe_thene BRL ug/Kg 110 75-09-2 Methylene Chloride BRL ug/Kg 110 156-60-5 trans-1,2-Dichloroethene BRL ug/Kg 110 75-34-3 1,1-Dichloroethane BRL - ug/Kg 110 156-59-2 cis-1,2-Dichloroethene 140 ug/Kg 1 00 ' 67-66-3 Chloroform BRL ug/Kg 110 107-06-2 1,2-Dichloroethane BRL ug/Kg 110 71-55-6 1rich 1,1, -Tloroethane BRL up/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_ 200 ug/Kg 110 75-27-4 Bromodichloromethane BRL ug/Kg 110 1.10-75-8 2-Chloroethyl Vinyl Ether BRL ug/Kg 550_ 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-Trichloroethane BRL ug/Kg 110 124-48-1 Dibro_mochloromethane BRL ug/Kg 110 127-18-4 Tetrachloroethene 3,300 _ ug/K_g 110 108-90-7 Chlorobenzen_e_ BRL ug/Kg 110 ' 75-25-2 Broform BRL ug/om Kg 110 79-34-5 1,1,2,2-Tetrachloroethane BRL ug/K9 110 -- 7 - -- -- 541 73-1 1 3 Dichlorobenzene _ BRL LgNg 110 ' 106-46-7 1 4 Dichlorobenzene _ _ ME I ug/Kg 110 -. . __- ---._ - --- --_ . _--------- —..__. ..--- -- t -- --- -- -------- 95-50 1 L 2 Dichlorobenzene BRL ug/K9 110 QC Surrogate Compound Recovery QC Limits ' 1,2-Dichloroethane-d _— 93 %_ 70- 130°/> Method Reference: Test Methods for Evaluating Solid Waste, US EPA,SW-846,Third Edition, Update III(1996). Analyle 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, if any, is below reporting limit for analyle. 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 8021E Halogenated Volatile Organics by GC/ELCD Field ID: B-12(9) Laboratory ID: 36229-08 Project: Blaine/5786.01 QC Batch ID: VG2-1800-E Client: Atlantic Environmental Sampled: 09-26.00 Container: 60 mL Glass Received: 09-26-00 Preservation: Methanol/Cool Analyzed: 09-29-00 Matrix: Soil Dilution Factor: 100 %Moisture: 22 - - CAS Number.- - Analyte i -. Concentration Units Reporting Limit 75-71-8 Dichlorodifluoromethane BRL -- ug/Kg 32,000 74-8.7-3 Chloromethane BRL ug/Kg 32,000 75-01-4 Vinyl Chloride BRL ug/Kg 13,000 74-83-9 Bromomethane BRL _ ug/Kg 32,000 75-00-3 Chloroethane BRL - _- ug/Kg 32,000 75-694 Trichlorofluoromethane BRL ug/Kg 6,400 75-354 1,1-Dichloroethene BRL ug/Kg 6,400 75-09-2 Methylene Chloride BRL -- ug/Kg 6,400 156-60-5 trans-1,2-Dichloroethene 9,500 _ ug/Kg 6,400 75-34-3 1,1-_Dichloroethane _ _ BRL ug/Kg 6,400 156-59-2 cis-1,2-Dichloroethene 210,000' ugXg 6,400 67-66-3 Chloroform B __RL ug/Kg 6,400 107-06-2 1,2-Dichloroethane _ BRL ug/Kg 6,400 71-55-6 1,1,1-Trichloroethane BRL ug/Kg 6,400 ------------- -- ' 5623-5 Carbon Tetrachloride BRL ug/Kg 6,400 _. - ---------- ------ --111--- -- 78-87-5 1,2-Dichloropropane BRL { ug/Kg 6,400 -- - - - - - -- - -- -- 79 Ol 6 Tnchloroethene - 65,000 i ug/Kg 6,400 -- - -- - ---- --r-- -- 75 27-4 Bromodichloromethane BRL ug/K_g 6,400 -- -- -- ur - --- -- - - - 110.75-8 2 Chloroethyl Vinyl Ether BRL �Kg 32,000__ 10061-01 5 _ as 1 3 Dichloropropene _ _ BRL _ _ ug/Kg _ 6,400 10061-02 6 ttrans 1 3-Dichloropropene BRL -�Kg 6,400 - 79-00-5 _t 1 2Trichloroethane _ BRL-- /Kg 6,400 12448-1 Dibromochloromethane BRL ug/Kg 6,400 -_._ 127-18-4 Woir b-enz these 23,000 ug/Kg 6,400 108-90-7 Chlorobenzene _ BRL ug/Kg 6,400.._ .---------- - - ---- --- -- - 75 25-2 Bromoform ' _ BRL -ug/Kg 6,400 79 34-5 _ 1 1 2 2 Tetrachloroethane BRL � ug/Kg 6,400 541 73-1 1 3 Dichlorobenzene f_ BRL 1 ug/Kg 6,400 1 W46-7 -1-4 Dichlorobenzene _ --�_ _ BRL _ug/Kg _ 6,400 ' 9550-1 l 1 2 Dichl_orobenzene_ BRL ug/Kg_- 6,400 -QC Surrogate Compound Recovery QC Limits 1,2-Dichloroethan�, _ 100 % --- ---- Method Reference: Test Methods for Evaluating Solid Waste, US EPA,SW-846,Third Edition, Update III(1996). Analyze list as selected from list formerly specified by EPA Method 8010B. Results are reposed on a dry weight basis. Analysis performed utilizing methanol extraction technique. Report Notations: BRL Indicates concentration,if any, is below reporting limit for analyze. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample 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 GC/ELCD Field ID: B-12(14) Laboratory ID: 36229-09 Project: Blaine/5786.01 QC Batch ID: VG2-1800-E Client: Atlantic Environmental Sampled: 09-26-00 Container: 60 ml.Glass Received: 09-26-00 Preservation: Methanol/Cool Analyzed: 09-29-00 Matrix: Soil Dilution Factor: 1 % Moisture: 4 CAS Number- Analyte Concentration �:,rt.lnits Reporting Limit 75-71-8 --6�ichlorocfifluoromethane BRL ug/Kg 260 74-87-3 Chloromdh—ane BRL ug/Kg 260 75-01-4 Vinyl Chloride —BRL ug/Kg 1-00 74-83-9 Bromomethane BRL ug/Kg 260 75-00-3 Ch—loroethane —BRL ug/Kg 260 75-69-4 Trichlorofluorometharte— BRL ug/Kg 52 75-35-4_1,11-Richlotroethene --BRL ug/Kg 52 75-09-2— Methylene Chloride BRL ug/Kg 52 156-60-5 trans-1,2-Dichloroethene BRL ug/Kg 52 75-34-3 1,11-Dichlm—oethane — BRL —uglk-9——5-2- 156-59-2 cis-1,2-Dichloroethene 55 —ug/Kg 52 67-66-3 Chloroform BRL — ug/Kg 52 -107-06-2 1,2-Dichloroethane BRL ug/Kg 52 71T- 5-6 TTch-1oroethane---B-RL ug/Kg 52 56-23-5-- Carbon Tetrachloride ug/Kg '2 1 M-87 5 1-25`ic h lo—ro-p r o p—an e BRL ug/Kg '2 -79-01-6 Trichlorciethene ----BRIL— ug/Kg 52 75-474 B romod i c h loromethan—e- BRL ug/Kg 52 110-75-8 - 2-Chloroethyl Vinyl Ether _BRL ug/Kg _J60 10061-01-5 cis-1,3-Dichloropropene BRL ug/Kg 52 1(661-02--6 trans-1,3-Dichloropropene BRL ug/Kg 52 79-00-5 1,1,2-Trichloroethane BRL ug/Kg 52 — 124 4f-1 Dibromochloromethane BRL — ug/Kg 52 7 - 1 Z7-1-4 T—etrachloroethene 71 ug/Kg 52 -108-90-7 Chlorobenzene BRL ug/Kg 52 75 25 2—Bromoforrn-1---BRL ug1Kg -52 7944-5 --------J,-I,-�,i-f-e-tra-ch-l-or-o-e-t-h-a--ne- --ug1K-g—5-2-- 1 -_U 5C-7371 f RicNorobenzene BRL ug/Kg 106-46-7 1,4-Dichlorobenzene B In ugxg—u- 1,2-Dichlorobenzene BRL ug/Kg 52 .... ......9C Surrogate Compound Recovery QC Limits 1,2-Dichloroethane-d, 99 % 71Y-�F301. Method Reference: Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition, Update 111(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 GROUNDWATER ANALYTICAL Project Narrative Project: Blaine/5786.01 Lab ID: 36229 Client: Atlantic Environmental Received: 09-26-00 A. Physical Condition of Sample(s) This project was received by the laboratory in satisfactory condition. The sample(s) were received undamaged in appropriate containers with the correct preservation. 1 B. Project Documentation This project was accompanied by satisfactory Chain of Custody documentation. The sample container label(s)agreed with the Chain of Custody. C. Analysis of Sample(s) 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. 1 f 1� f Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 22aMain PO.Box 1200 GROUNDWATER Buz Bay, Buzzards Sae.MA 02532 CHAIN-OF-CUSTODY RECORD ANALYTICAL Telephone(50B)759-4441 AND WORK ORDER N9 42936 FAX(508)759-4475 Propel Name: Firm: TURNAROUND ANALYSIS REQUEST �✓�' / 1.0i IePLBt lifiesm, M1 n Nm General EBembna ❑ ST DARD(10 Business Days) el Blner weds Frolect Number: Address: RIORITV(5 Business Days) ? /, $ = d3C+ UJ J-> //A+'t LfZ:I r �7 RUSH(RAN- 1 = =y 5 v o / (Rush requires Rush Authpnza'is beq o 0 0 Sampler Name: City/Slate i Zip: Please FAX VES ❑ NO e S FA%Number: ff 2.f Project Manager: Telephone: BILLING e c g Purchase Order No.: GWA Reference No.: o g3 c 2 INSTRUCTIONS:Use separate line for each container(except replicates). a o o $ o 0 0 jSampffrg Matrix Type Contalnerlsl Preservation nlNna„ e .. 5 - y LABORATORY W Bi _SAMPLE z ' tl d - NUMBERm 9 „ ? o $ 2 a tl aI EMIFICATION aaa 5 5 a S (Lab Use Onlyl 9 - i " a ya N - Ixs �� 3 b 6' s I 9 PY- I 3 7 to b l 6 Sr pr1Z REMARKS I SPECIAL INSTRUCTIONS DATA QUALITY OBJECTIVES CHAIN-OF-CUSTODY RECORD Regulatory Program Project Specific OC NOTE:All samples submitted subject to Standard Terms and Conditions an reverse hereof. L4 �tCyJ>— ❑Sale Drinking Water Act Man regulatory programs and EPA methods require project Relinquished!b Sam Ier: Date Time Reserve b Receipt Temperature ❑MA OFF Form Y e9 ry ec 9 eq P I q Y Y: P specific OC.Project specificDC includes Sample Duplicates, Iza ❑NPpES/Clean Water Act Matrix Spikes,anNor Many Marix Spike Duplicates.Laboratory OC is ,r-Cc Specify Slate. not project specific unless prearranged.Prajed sped OC e ❑RCRAMaz.Waste Char. samples are charged on a per sample basis.For water samples. Relinquis Date Time eceived by: Numbngrgirbill G MA MCP 1310 CAR 40) each MS,MSD and Sample Duplicate requires an additional Number: Reportable Concentrations Sample aliquot.Cl RCGW-t p FPS7.t Protect Specific OC Required Selection of OC Sample Relinquished by: Date Time Received by Laboratory: Custody Seal/ rJ' Cooler Serial G RCGW-2 RCS 2 osample Dawlwle ❑Setecletl by WporalNry Number: G MA Dredge Disposal C Maley Spike ❑Please use sample: G NHGRI GCTGME Method of Shipment❑GWACo ❑Express Mail❑Federal Express Specify Category' OMamx Spike ouwlrate ❑UPS antl 0 GROUNDWATER ANALYTICAL ' Quality Assurance/Quality Control A. Program Overview Groundwater Analytical conducts an active Quality Assurance program to ensure the production of high quality, valid data. This program closely follows the guidance provided by Interim Guidelines and ' Specifications for Preparing Quality Assurance Project Plans, US EPA QAMS-005/80 (1980), and Test Methods for Evaluating Solid Waste, US EPA, SW-846, Update III (1996). Quality Control protocols include written Standard Operating Procedures (SOPS) developed for each analytical method. SOPS are derived from US EPA methodologies and other established references. Standards are prepared from commercially obtained reference materials of certified purity, and documented for traceability. Quality Assessment protocols for most organic analyses include a minimum of one laboratory control sample, one method blank, one matrix spike sample, and one sample duplicate for each sample preparation batch. All samples, standards, blanks, laboratory control samples, matrix spikes and sample duplicates are spiked with internal standards and surrogate compounds. All instrument sequences begin with an initial calibration verification standard and a blank; and excepting GC/MS sequences, all sequences close with a continuing calibration standard. GCIMS systems are tuned to appropriate ion abundance criteria daily, or for each 12 ' hour operating period,whichever is more frequent. Quality Assessment protocols for most inorganic analyses include a minimum of one laboratory control sample, one method blank, one matrix spike sample, and one sample duplicate for each sample preparation ' batch. Standard curves are derived from one reagent blank and four concentration levels. Curve validity is verified by standard recoveries within plus or minus ten percent of the curve. B. Definitions Batches are used as the basic unit for Quality Assessment. A Batch is defined as twenty or fewer samples of the same matrix which are prepared together for the same analysis, using the same lots of reagents and the same techniques or manipulations, all within the same continuum of time, up to but not exceeding 24 hours. Laboratory Control Samples are used to assess the accuracy of the analytical method. A Laboratory Control Sample consists of reagent water or sodium sulfate spiked with a group of target analytes representative of the method analytes. Accuracy is.defined as the degree of agreement of the measured value with the true or expected value. Percent Recoveries for the Laboratory Control Samples are calculated to assess accuracy. ' Method Blanks are used to assess the level of contamination present in the analytical system. Method Blanks consist of reagent water or an aliquot of sodium sulfate. Method Blanks are taken through all the appropriate ' steps of an analytical method. Sample data reported is not corrected for blank contamination. Surrogate Compounds are used to assess the effectiveness of an analytical method in dealing with each sample matrix. Surrogate Compounds are organic compounds which are similar to the target analytes of interest in chemical behavior, but which are not normally found in environmental samples. Percent Recoveries are calculated for each Surrogate Compound. ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL Quality Control Report Laboratory Control Sample Category: EPA Method 8012E-Halogenated QC Batch ID: VG2-1799-E Matrix: Soil Units: ugtKg CAS Number; A nak I yt e Spiked;.;,:} Measured, R ec o ve ry 75-35-4 1,1-Dichloroethene 250 260 103 % 70- 130% -- 1- —74:6 6 ichloroethene 1 0 1-90-1 Chlorobenzene 250 180 110% 70- 130% QC Surrogate:Compound Recovery" r 1,2-Dichloroethane-d4 130 % Method Reference: Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition,Update 111(11996). Report Notations: All calculations performed prior to rounding. Quality Control Limits are defined by the methodology, or alternatively based upon the historical average recovery plus or minus three standard deviation units. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay,MA 02532 GROUNDWATER ANALYTICAL Quality Control Report Method Blank Category: EPA Method 8021 B-Halogenated ' QC Batch ID: VG2-1799-E Matrix: Soil CAS Number` ' -Analyte _ ;?;.Concentiation ', "F Units %: Reporting Limit ' 75-71-8 Dichlorodifluoromethane BRL ug/Kg 250 74-87-3 Chloromethane BRL ug/Kg 250 75-01-4 Vinyl Chloride _ BRL ug/Kg 100 ' 74-113-9 Bromomethane BRL ug/Kg 250 75-00-3 Chloroethane BRL ug/Kg 250 75-69-4 -_Trichlo_rofluoromethane _ ug/ BRL ug/Kg 50 75-35-4 1,1-Dichloroethene BRL K_g 50 ' 75-09-2 Methylene Chloride - _- BRL_ ug/Kg 50 156-60-5 trans-1,2-Dichlor_oethene __ BR_L_ ug/Kg 50 75-34-3 1,1-Dichloroethane ___BRL ug/Kg 50 t 6766-3 cislorofDichloroethene BRL— ug/Kg 50 67-663 Chloroform_ BRL ug/Kg 50 71-55-6 1,1,1-Trichloroethane EEJ— _BRL ug/Kg 50 56-23-5 Carbon Tetrachloride BRL_ ug/Kg 50 107-06-2 _ 1_2-_Dichloroethane - - _ -BRL ug/Kg 50 79-01-6 Trichloroethene _BRL_ _ ug/Kg 50 78-87-5 _ 1,2-Dichloropropane _ _ BRL_ ug/Kg 50 75-274 - Bromodichloromethane_ --BRL-- - __ ug/Kg 50 110-75-8 2-Chloroethyl Vi nyl Ether BRL ug/Kg _ 250 10061-01-5 _ cis-1,3-Dichloropropene _ _-_ .BRL___ ug/Kg 50_ 10061-02-6 trans-1,3-Dichloropropene BRL_ ug/Kg 50 — - ---------BRL_ - -- 79-00-5 1,1,2-Trichloroethane - -. - ug/Kg 50 127-18-4 _ Tetrachloroethen_e__ __ _ BRL___ ug/Kg 50 124-48-1 Dibromochloromethane _ _ . BRL - �ug/Kg 50 ' 708 5- _ - B-romChlorobenze_ne - - -- BRL -- - ug/Kg 50 � 75 25-2 Bromoform BRL ug/Kg 50 79 34-5 _L1 1 2 2 Tetrachloroethane BRL ug/Kg 50 -- - — -- -- -- 541 73-1 I 1 3 DicNorobenzene-- - BRL ug/Kg 50 106-467 1,4-Dichlorobenzene BRL ug/Kg 50 ---- -----... -c------ -B------ ------ P� g - 95-541 1,2-Dihlorobenzene _BRL - _- - u 5 K _ 0— —QC Surrogate Compound Recovery QC Limits' I 1 2-Dichloroethane<l 100 % 70- 130 % Method Reference Test Methods for Evaluating Solid Waste, US EPA SW-846,Third Edition, Update III(1996). Analyte list 25 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, 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 Quality Control Report Laboratory Control Sample Category: EPA Method 8012E-Halogenated QC Batch ID: VG2-1800-E Matrix: Soil Units: ug/Kg CAS Number Analyte Measured Recovery . ., Limits'.i 75-354 1,1-Dichloroethene 250 260 106% 1 70- 130 % 79-01-6 Trichloroethene 2 00 _ 2_80 110% 70-130% 108-90-7 Chlorobenzene 250 _ 280 111 % 70- 130% ' QC Surrogate Compound'=. '''__ 5'" Recovery QC Ltmtts V; 1,2-Dichloroethane-da _102 % 70-130 % Method Reference: Test Methods for Evaluating Solid Waste, US EPA,SW-846,Third Edition, Update III(1996). Report Notations: All calculations performed prior to rounding. Quality Control Limits are defined by the methodology, or alternatively based upon the historical average recovery plus or minus three standard deviation units. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ' ANALYTICAL ' Quality Control Report Method Blank Category: EPA Method 8021E-Halogenated ' QC Batch ID: VG2-1800-E Matrix: Soil CAS Number - '-s Analyze !t< ;'?.Concentration `-,Units F'.. Reporting Limit ' 75-71-8 Dichlorodifluoromethane BRL ug/Kg 250 74-87-3 Chloromethane BRL ug/Kg 250 75-01-4 Vinyl Chloride BRL ug/Kg 100 74-83-9 Bromomethane BRL ug/Kg 250 ' 75-00-3 Chloroethane BR_L ug/Kg 250 75-69-4 Trichlorofluoromethane _BRL ug/Kg 50 75-35-4 1,1-Dichloroethene BRL ug/Kg 50 ' 75-09-2 Methylene Chloride 15 BRL ug/Kg 50 6-60-5 transtrans-1,2-Dichloroethene BRL ug/Kg 50 75-34-3 1,1-Dichloroethane BRL ug/Kg 50 ' 156-59-2 cis-1,2-Dichloroethene BRL ug/Kg 50 67-663 Chloroform BRL _ ug/Kg 50 71-55-6 1,1,1-Trichloroethane BRL ug/Kg 50 56_- 3-5 Carbon Tetrachloride BRL_ ug/Kg 50 107-06-2 1,2-_Dichloroethane __BRL_ ug/Kg 50 79-01-6 Trichloroethene —_ BRL ug/Kg 50 78-87-5 _1,2-Dichloropropane— _ BRL ug/Kg 50 ' 75-27-4 Bromodichloromethane -- BRL------ ug/Kg 50 110-75-8 2-Chloroethyl Vinyl Ether BRL___ ug/Kg 250 1006101-5 _cis=1,3-Dichlo_r_opropene__ ____BRL_____ _ug/Kg 50 10061-02-6 trans-1,3-_Dichloropropene __ BRL _ Lug/Kgr— _ 50 79-00-5 _ 1,1,2-Trichloroethane _______BRL _____ _ug/Kg_ 50 127-18-4 Tetrachl_oroethene _ _____BRL _ _ug/Kg 50 124-48-1 l Dibrom_ochloromethane BE ug/Kg 50 - ' _.1OV66-_7_ Chlorobenz_ene __ BRL — ug/Kg 50 75-25-2 Bromoform BRL ug/Kg 50 1,1,2,2-Tetrachloroethane �— BRL ug/Kg_ 50 541-73-1 1,3-Dichlorobenzene BRL ____ ug/Kg 50 106-46-7 1,4-Dichlorobenzene _BRL_ ug/Kg 50 95-50-1 1,2-Dichlorobenzene _ _ g- -------�---------- _BRL ug/Kg 50 QC Surrogate Compound Recovery QC Limits -1!I_Dichloroethaned�-__---__ _--_-____- - 99 %_-_ _---_ 70=130 % Method Reference: Test Methods for Evaluating Solid Waste, US EPA,SW-846,Third Edition,Update III(1996). Analyze 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, if any, is below reporting limit for analyle. 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 Certifications and Approvals CONNECTICUT, Department of.Health Services, PH-0586 ' Potable Water,WastewatedTrade Waste,Sewage/Effluent,and Soil pH,Conductivity,Acidity,Alkalinity,Hardness,Chloride,Fluoride,Ammonia,Kjeldahl Nitrogen,Nitrate,Nitrite,Orthophosphate,Total Dissolved Solids,Cyanide,Aluminum,Antimony,Arsenic,Barium,Beryllium,Cadmium,Total Chromium,Hexavalent Chromium,Cobalt,Copper,Iron,Lead, Magnesium,Manganese,Mercury,Molybdenum,Nickel,Potassium,Selenium,Silver,Sodium,Thallium,Tin,Titanium,Vanadium,Zinc,Purgeable ' Halocarbons,Forgeable Aromatics,Pesticides,PCBs,PCBs in Oil,Ethylene Dibromide,Phenols,Oil and Grease. MAINE, Department of Human Services, MA103 Drinking Water Reciprocal certification in accordance with Massachusetts certification for drinking water analyzes. Waste Water Reciprocal certification in accordance with Massachusetts certification for waste water analyles. MASSACHUSETTS, Department of Environmental Protection, M-MA-103 Potable Water Antimony,Arsenic,Barium,Beryllium,Cadmium,Chromium,Copper,Lead,Mercury,Nickel,Selenium,Thallium,Nitrate-N,Nitrite-N,Fluoride, Sodium,Sulfate,Cyanide,Turbidity,Residual Free Chlorine,Calcium,Total Alkalinity,Total Dissolved Solids,pH,Trihalomethanes,Volatile Organic Compounds,1,2-Dibromoethane,1,2-Dibromo-3-chloropropane,Total Coliform,Fecal Coliform,Heterotrophic Plate Count,E-Coli Non-Potable Water Aluminum,Antimony,Arsenic,Beryllium,Cadmium,Chromium,Cobalt,Copper,Iron,Lead,Manganese,Mercury,Molybdenum,Nickel,Selenium, Silver,Strontium,Thallium,Titanium,Vanadium,Zinc,pH,Specific Conductance,Total Dissolved Solids,Total Hardness,Calcium,Magnesium, ' Sodium,Potassium,Total Alkalinity,Chloride,Fluoride,Sulfate,Ammonia-N,Nitrate-N,Kleldahl-N,Orthophosphate,Total Phosphorus,Chemical Oxygen Demand,Biochemical Oxygen Demand,Total Cyanide,Non-Filterable Residue,Total Residual Chlorine,Oil and Grease,Total Phenolics, Volatile Halocarbons,Volatile Aromatics,Chlordane,Aldrin,Dieldrin,DOD,DDE,DDT,Heptachlor,Heptachlor Epoxide,Polychlorinated Biphenyls(water),Polychlorinated Biphenyls(oil). ' MICHIGAN, Department of Environmental Quality Drinking Water Trihalomethanes,Regulated and Unregulated Volatile Organic Compounds by EPA Method 524.2;1,2-Dibrommthane,1,2-Dibromo-3- chloropropane by EPA Method 504.1 NEW HAMPSHIRE, Department of Environmental Services, 202798 Drinking Water Metals by Graphite Furnace,Metals by ICP,Mercury,Nilrile,N,Orthophosphate,Residual Free Chlorine,Turbidity,Total Filterable Residue,Calcium ' Hardness,pH,Alkalinity,Sodium,Sulfate,Total Cyanide,Insecticides,Herbicides,Base/Neutrals,Trihalomethanes,Volatile Organics,Vinyl Chloride,DBCP,EDB,Nitrate-N. Wastewater Metals by Graphite Furnace,Metals by ICP,Mercury,pH,Specific Conductivity,TOS,Total Hardness,Calcium,Magnesium,Sodium,Potassium, ' Total Alkalinity,Chloride,Fluoride,Sulfate,Ammonia-N,Nltrate-N,Orthophosphate,TKN,Total Phosphorus,COD,BOD,Non-Filterable Residue, Oil&Grease,Total Phenolics,Total Residual Chlorine,PCBs in Water,PCBs in Oil,Pesticides,Volatile Organics,Total Cyanide. ' RHODE ISLAND, Department of Health, 54 Surface Water,Air,Wastewater, Potable Water,Sewage Chemistry: Organic and Inorganic ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay,MA 02532 GROUNDWATER ANALYTICAL EPA Method 80218 Halogenated Volatile Organics by GCIELCD Field ID: B-9(9) Laboratory ID: 36229-05 Project: Blaine/5786.01 QC Batch ID: VG2-1799-E Client; Atlantic Environmental Sampled: 09-26-00 Container. 60 ml.Glass Received: 09-26-00 Preservation: Methanol/Cool Analyzed: 09-28-00 Matrix: Soil Dilution Factor: I % Moisture: 2 CAS Number. Anal ;,Concentration Units ReportingUmit 75-71-8 Dichlorodifl uoromethane BRL ug/Kg 260 74-87-3 Chloromethane BRL ug/Kg 260 75-01 A Vinyl Chloride BRL ug/Kg 100 74-83-9 Bromomethane BRL ug/Kg 260 75-00-3 Chloroethane BRL ug/Kg 260 -75-69A Trichlorofluoromethane BRL ug/Kg 51 75-35-4 1,1-Dichloroethene---BRIL- ug/Kg 51 75-09-2— Methylene Chloride BRL ug/Kg 51 156-W5 trans-1,2-DAtchloroetheme— BRL ug/Kg 51 75-34-3 1,1-Dichloroethane BRL ug/Kg 51 156-59-2 cis-1,2-Dichloroethene BRL ug/Kg 51 67-66-3 Chloroform BRL ug/Kg 51 107-06-2 1,2-Dichloroethane BRL --ug/Kg 5-1 71-55-6 1,1,1-Trichloroethane BRL ug/Kg 51 56-23-5 Carbon Tetrachloride BRL ug/Kg 51 -67 pane ug/Kg 51 - 76- --5 2-Dk-hlc—ropro--- 79-01-6 Trichlomethene BRL ug/Kg 51 75-2 7-4 Bromodichloromethane BRL 51 110-75-8 2-Chloroethyl Vinyl Ether BRL ug/Kg 260 -W061-01-5 cis-1,3-Dichloropropene BRL ug/Kg 51 160-6f4-2-6 trans 4,3-15i�chloropnr—opene --Bk-L— ug/Kg 51 79-00-5 10,2-Trichloroethane BRL ug/Kg 51 -24 -- - I -48-T-- Dibromochloromethane L ug/Kg 51 —127-18-4 Tetrachloroeth ene 110 ug/Kg 51- 1-68-40J C h—10 mbmn n e BRL ug/Kg 51 75 25-2 —Bromoforrn BRL _ug/Kg 51 79-34-5 BRL ug/Kg —5 lmoethane—i- L541-73-1 1,3-Dichlorobenzene BRL ug)rKg51 me BRL ug Kg 51 9 51 me BRL QC Surrogate Compound --Recovery J__QC Limits 1,2 Dichlo- C'74 L 100 % 70- 130 % -Ff-,-;:D'�c-hFo-ro-e�thn—e-d4 Method Reference: Test Methods for Evaluating Solid Waste, US EPA,SW4846,Third Edition, Update 111(1996). Analyle 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,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 8021E Halogenated Volatile Organics by GC/ELCD Field ID: B-8(12) Laboratory ID: 36229-03 Project: Blaine/S786.01 QC Batch ID: VG2-1799-E Client: Atlantic Environmental Sampled: 09-26-00 Container: 60 mL Glass Received: 09-26-00 Preservation: Methanol/Cool Analyzed: 09-28-00 ' Matrix: Soil Dilution Factor: 1 %Moisture: 3 CAS Number- AnalyteJ.,Concentrahon 4 Units;-;,Reporting limit ' 75-71-8 Dichlorodifluoromethane BRL ug/Kg 260 74-87-3 Chloromethane BRL ug/Kg 260 75-01-4 Vinyl Chloride BRL ug/Kg 100 74-83-9 Bromomethane BRL ug/Kg 260 ' 75-00-3 Chloroethane BRL ug/Kg 260 75-694 Trichlorofluoromethane _ BRL ug/Kg 52 75-354 1,1-Dichloroethene BRL ug/Kg 52 ' 75-09-2 Methylene_Chloride BRL ug/Kg 52 156-60-5 —trans-1,2-Dichloroethene BRL ug/Kg 52 _75-34-3 _ 1,1-D_ichloroethane BRL ug/Kg 52 1569-2 5 cis-1,2-Dichloroethene° BRL ug/Kg 52 ' 67-66-3 Chloroform BRL ug/Kg 52 107-06 2 2 1, -Dichloroethane 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 260 3 ne 10061-01-5 cis-1,=Dichloroprope BRL ug/Kg 52 - 10061-02-6 trans-1,3-Dichloropropene BRL ug/Kg 52 ,- 79-00-5 — 1,1,2-Trichloroethane BRL ug/Kg _52 12448-1 Dibromochloromethane _BRL ug/Kg 52 127-18-4 Tetrachloroethene BRL ug/K9 52 --- -- 108-90-7 Chlorobenzene BRL ug/Kg 52 _79-75-2_-5 1,1,2,2-Te 5-2_____ Bromoform _ _ BRL _ ug/Kg ___52__ 34trachloroetInane _ _BRL _ __ ugtK--g 52 541-73-1 - 1,3-Dichlorobenzene BRL ug/Kg 52 ' 106-467 _7 4Dichlorobenzene BRL ug/Kg' 52 95-541 _ 1 2 Dichlorobenzene BRL ( ug/Kg 52 QC Surrogate Compound Recovery QC Limits ' - 1,2-Dichloroethaned4 104 % 70- 730 % Method Reference: Test Methods for Evaluating Solid Waste, US EPA,SW-846,Third Edition, Update III(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, if any, is below reporting limit for analyle. 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 1 GROUNDWATER ' ANALYTICAL EPA Method 8021B ' Halogenated Volatile Organics by GC/ELCD Field ID: B-9(3) Laboratory ID: 36229-04 Project: Blaine/5786.01 QC Batch ID: VG2-1799-E ' Client: Atlantic Environmental Sampled: 09-26-00 Container: 60 mL Glass Received: 09-26-00 Preservation: Methanol/Cool Analyzed: 09-28-00 ' Matrix: Soil Dilution Factor: 10 % Moisture: 9 CAS Number Analyte, s-Concentratiod Units Reporting Limit ' 75-71-8 Dichlorodifluoromethane BRL ug/Kg 2,800 74-87-3 Chloromethane BRL ug/Kg 2,800 75-01-4 -Vinyl Chloride _BRL ug/Kg 1,100 74-83-9 Bromomethane BRL ug/Kg 2,800 ' 75-00-3 Chloroethane BRL ug/Kg 2,800 75-69-4 Trichlorofluoromethane BRL ug/Kg 550 75-354 1,1-Dichloroethene BRL ug/Kg 550 ' -75-09-2 — Methylene Chloride — BRL ug/Kg 550 156-60-5 _trans-1,2-Dichloroethene _ BRL ug/Kg _ 550 75-343 1,1-Dichlo_roethane _BRL ug/Kg 550 ' 1_56-59-2 cis-1,2-Dichloroethene __ BRL_ ug/Kg 550 67-66-3 Chloroform BRL ug/Kg 550 107-06-2 1,2-Dichloroethane _ BRL ug/Kg 550 71-55-6 1,1,1-Trichloro_ethane BRL ug/Kg 550 ' pane 56-2_3-5 Carbon Tetrachloride ----_BRL--- ugtKg 550 78-87-5 1,2-Dichloropro BRL ug/Kg 550 79-01-6 Trichloroethene 570 ug/Kg 550 _— --- 110-75- BZh_l dichlorom yfl BRl ug/Kg 550 110.75-8 _ _ 2-Chloroethyl Vmyl,Ether __- BRL ug/Kg 2,800 10061-01 5 cis 1 3-Dichloropropene _ _B_RL ug/Kg_ _ 550 10061-02-6 - trans-1,3-Dichloropropene BRL ug/Kg 550 79-00-5 1,1,2-Trichloroethane BRL_ uglKg 550 12448-1 -�lbrchloro thenethane _ _ _ BR_L_ — -- ug/Kg 550 12718-4 Tetrachloroethene 21,000 ug/Kg 550 -- 108 90.7 Chlorobenzene BRL ug/Kg 550 75 25-2 Bromoform 79-34-5 _ _ --� 1,1,2,2-Tetrachloroethane BRL _ ug/Kg 550 541 73-1 i _7 3 Dlchlorobenzene _ _� BRL ug/Kg 550 1 106-06-7 _1 4 Dichlorobenzene BRL __ _ _ug/Kg I 550 L95 50 1 1 2 Dichlorobenzene BRL u K 550 -- -_ ------ - ---- BRL J_ PJ B --- 550 --- QC Surrogate Compound Recovery QC Limits ' �1,2_Dichloroethanedg- _ - _-- 98 % - _�_70_130 %� Method Reference: Test Methods for Evaluating Solid Waste, US EPA,SW-846,Third Edition, Update III(1996). Analyze list as selected from list formerly specified by EPA Method 80108. 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 analyse. 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. 1 1 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay,MA 02532 GROUNDWATER ' ANALYTICAL Quality Assurance/Quality Control A. Program Overview Groundwater Analytical conducts an active Y� Quality Assurance program to ensure the production of high quality, valid data. This program closely follows the guidance provided by Interim Guidelines and Specifications. for Preparing Quality Assurance Project Plans, US EPA QAMS-005/80 (1980), and Test Methods for Evaluating Solid Waste, US EPA, SW-846, Update III (1996). Quality Control protocols include written Standard Operating Procedures (SOPS) developed for each analytical method. SOPS are derived from US EPA methodologies and other established references. Standards are prepared from commercially obtained reference materials of certified purity, and documented for traceability. Quality Assessment protocols for most organic analyses include a minimum of one laboratory control sample, one method blank, one matrix spike sample, and one sample duplicate for each sample preparation batch. All samples, standards, blanks, laboratory control samples, matrix spikes and sample duplicates are spiked ' with internal standards and surrogate compounds. All instrument sequences begin with an initial calibration verification standard and a blank; and excepting GGMS sequences, all sequences close with a continuing calibration standard. GC/MS systems are tuned to appropriate ion abundance criteria daily, or for each 12 ' hour operating period, whichever is more frequent. Quality Assessment protocols for most inorganic analyses include a minimum of one laboratory control sample, one method blank, one matrix spike sample, and one sample duplicate for each sample preparation ' batch. Standard curves are derived from one reagent blank and four concentration levels. Curve validity is verified by standard recoveries within plus or minus ten percent of the curve. ' B. Definitions ' Batches are used as the basic unit for Quality Assessment. A Batch is defined as twenty or fewer samples of the same matrix which are prepared together for the same analysis, using the same lots of reagents and the same techniques or manipulations, all within the same continuum of time, up to but not exceeding 24 hours. Laboratory Control Samples are used to assess the accuracy of the analytical method. A Laboratory Control Sample consists of reagent water or sodium sulfate spiked with a group of target analytes representative of the method analytes. Accuracy is defined as the degree of agreement of the measured value with the true or expected value. Percent Recoveries for the Laboratory Control Samples are calculated to assess accuracy. Method Blanks are used to assess the level of contamination present in the analytical system. Method Blanks consist of reagent water or an aliquot of sodium sulfate. Method Blanks are taken through all the appropriate ' steps of an analytical method. Sample data reported is not corrected for blank contamination. Surrogate Compounds are used to assess the effectiveness of an analytical method in dealing with each sample matrix. Surrogate Compounds are organic compounds which are similar to the target analytes of ' interest in chemical behavior, but which are not normally found in environmental samples. Percent Recoveries are calculated for each Surrogate Compound. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL Quality Control Report Laboratory Control Sample Category: EPA Method 8012B-Halogenated QC Batch ID: VG2-1798-E Matrix: Soil Units: ug/Kg ' :;:CAS Numbec4_ r Nt ?;''AnalyRer `, Sptkedt sti ,Ups;Measured ` °M"Recoverycn":z ,QG.LimltsFi 75-35-4 1 1 Dichloroetheney 250 250 101 % 70- 130 % 79-01-6 Trichloroethene 550 270 107% 70- 130 % 108-90-7 Chlorobenzene 250 270 107% 1 70 130% �QCSurrogate.Compound n x, - Recove a .,ff ? ±"QC'LrmrtsC .;'G ;m``>' 1,2 Dichloroethane-dd 101 % 70. 130 % Method Reference: Test Methods for Evaluating Solid Waste, US EPA,SW-846,Third Edition, Update III(1996). Report Notations: All calculations performed prior to rounding. Quality Control Limits are defined by the methodology, or alternatively based upon the historical average recovery plus or minus three standard deviation units. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL Quality Control Report Method Blank Category: EPA Method 8021 B-Halogenated QC Batch ID: VG2-1798-E Matrix: Soil Reporting Limit CAS Nurnber]', 75-71-8 Dichlorodifluoromethane BRL ug/Kg 250 74-87-3 Chloromethane BRL — 7 _01 ug/Kg 250 7514 Vinyl Chloride —BRL ug/Kg 1-00 74-83-9 Bromomethane BRIL ug/Kg— 250 75-00-3 Chloroethane BRLug/Kg 250 —75--69-4 Trichlorofluoromethane —BRL ug/Kg 50 75-354 1,1-Dichloroethene BRL ug/Kg 50 75-09-2_ Methylene Chloride BRL ug/Kg 50 156-60-5 trans-11,2-Duichn I oroethene BRL ug/Kg 50 7-5-34-3 1,11-Uichloroethane EIRL 50 156-59-2 'Cis-1,2-Dichloroethene BRL ug/Kg 50 67-66-3 Chloroform BRL ug/Kg so 71-55-6 1,1,1-Trichloroethane --BRL ug/Kg SO 56-23-5 Carbon Tetrachloride BRL ug/Kg 50 1 o F6(;2—--i,-2-6,ch—10 rethane— BRL ug/Kg 50 79-01-6 Trichloroethene BRL ---ug/Kg 50 78-87-5_ 1,2-Dichloropropane BRL ug/Kg 50 75-274— EG-m—od—ich—loromethan e- --------B—RL ug/Kg 50 110-7�5--6----Rhi—oro—eth)�l—V'nY—I Ether — BRL ug/Kg 250 10061-01-5 cis-1,3-D ich I oropropene BRL ug/Kg 50 10061-02-6 trans-1,3-Dichloropropene BRL ug/Kg 50 79700-5 1,1,2-Trichloroethane BRL ug/Kg 50 127-18-4 Tetrachloroethene —ug/K-g----- - 50 12448-1 Dibromochloromethane 108-90-7 Chlorobemie—ne so — ug/Kg 50 75-25-2 Bronnoform ug/Kg 50 541-73-1 1,3FDiic—N—oroberv—en—e BRL uglt'lg 5'g 106-46-7 1 4-Dichlorobenzene —5095-50.1 q—:�:: BRL ug/Kg 1.2 b,�hr, be ic oro enzene BRL ug/Kg 50 _g [� —QC Surrogate_ Compound Recovery QC Lim—it —s 2-5,cEl�roethanec, 96� 7CF- 130%E�� � --------IJ Method Reference: Test Methods for Evaluating Solid Waste, US EPA, SW-846,Third Edition, Update 111 (1996). Analyte list as seleclecl 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, if any, is below reporting limit for analyle. 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 1 . GROUNDWATER 1 ANALYTICAL ' Quality Control Report Laboratory Control Sample Category: EPA Method 80128-Halogenated QC Batch ID: VG2-1799-E Matrix: Soil Units: uglKg Spiked '( , Measured - ,."':Recovery .y, .=; QC Limits 75-35-4 1,1 Dichloroethene 250 260 103 % 70 130% 79-01-6 Trichloroethene 250 270 107% 70-130% 108-90.7 Chlorobenzene 250 280 110% 70 130% 1 " QGSurrogate,Compound't7 , n` , .. ,�,:"`'' Recove ,'r'rnr_.j =,: :z QC:Limitsj�te., ZI` ;^ , 't 1 2-Dichloroethane-da 103 % 70- 130% ' Method Reference: Test Methods for Evaluating Solid Waste, US EPA,SW-846,Third Edition,Update III(1996). Report Notations: All calculations performed prior to rounding. Quality Control Limits are defined by the methodology, or alternatively based upon the historical average recovery plus or minus three standard deviation units. 1 i 1 i 1 1 � 1 . 1 1 1 ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 ' GROUNDWATER ' ANALYTICAL Quality Control Report Method Blank Category: EPA Method 8021 B-Halogenated ' QC Batch ID: VG2-1799-E Matrix: Soil CAS-Number, : Analyze }tr:. 3 f Malion,,,v,J� Units'75-71-8 Dichlorodifluoromethaneg/Kg 250 74-87-3 Chloromethane g/Kg 250 75-OIA Vinyl Chloride g/Kg 100 74-83-9 Bromomethaneg/Kg 250 75-00-3 Chloroethane g/Kg. 250 75-69-4TrichloroBuoromethaneg/Kg 50 75-35A 'M-Dichloroethene BRL ug/Kg 50 5-09-2 Methylene Chloride BRL_ -- ug/Kg 50 1 56-60.5 trans-1,2-Dichloroethene BR_L ug/Kg 50 75-34-3 1,1-Dichloroethane BRL_ ug/Kg 50 156-59-2 cis-1,2-Dichloroethene ug/Kg 50 67-66-3 Chloroform BRL ug/Kg 50 BR_L 71-55-6 1,1,1-Tric_ rachloroethane ___ BRL ug/Kg 50 56-2_3-5 Carbon Tethloride B_RL ug/Kg _50 107-06-2 1,2-Dichloroethane _ BRL ug/Kg 50 79-01-6 Trichloroethene _ BRL ug/Kg 50 78-87-5 1,2-Dichloropropane _ BRL _ ug/Kg 50 __ 75-27A Bromodichloromethane _ __BRL ug/Kg 50 ' 110.75-8 2{hloroethyl Vinyl Ether BRL _ ug/Kg _250 10061-01-5 cis-1,3-Dichloropropene _ ____ BRL_ _ ug/Kg - 50 10061-02-6 trans-1,3-Dichloropropene BRL ug/Kg 50 79-00-5 1,1,2-Trichloroethane__ __BRL --_ ug/Kg _50_ 127-18-4 Tetrachloroethene __BRL_ ug/Kg _5_0 124-08-1 Dibromochloromethane _____ BRL ug/Kg 50, 108-90-7 Chlorobenzene__ BRL ug/Kg 50 75-25-2 Bromoform __BRL__ BRL ug/Kg 50 79-34-5�2-Tetrachloroethane BR_L___ ug/Kg_ 50 ------- - --- — ---- _541-73-1 1,3-Dichlorobenzene -�-- _ _ BRL__ ug/Kg 50 106 46 7 1_4-Dichlorobenzene_ _BRL ___ ug/Kg 50 1,2-Dichlorobenzene _ BRL_ _ ug/Kg 50 QC Surrogate Compound Recovery QC Limits_ 1 2 DichloroethanR-dd ----_ --_-_- 100 % --_.__-_-_ _ 70- 130%_-_ Method Reference: Test Methods for Evaluating Solid Waste, US EPA,SW-846,Third Edition, Update III(1996). Analyte list as selected from list formerly specified by EPA Method 80108. Results are reponed on a dry weight basis. Analysis performed utilizing methanol extraction technique. Report Notations: BRL Indicates concentration, if any, is below reporting limit for analyze. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution,percent moisture and sample size. ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay,MA 02532 GROUNDWATER ANALYTICAL Certifications and Approvals CONNECTICUT, Department of Health Services, PH-0586 . ' Potable Water,Wastewater/Trade Waste,Sewage/Effluent,and Soil pH,Conductivity,Acidity,Alkalinity,Hardness,Chloride,Fluoride,Ammonia,Kjeldahl Nitrogen,Nitrate,Nitrite,Orthophosphate,Total Dissolved Solids,Cyanide,Aluminum,Antimony,Arsenic,Barium,Beryllium,Cadmium,Total Chromium,Hexavalent Chromium,Cobalt,Copper,Iron,Lead, ' Magnesium,Manganese,Mercury,Molybdenum,Nickel,Potassium,Selenium,Silver,Sodium,Thallium,Tin,Titanium,Vanadium,Zinc,Purgeable Halocarbons,Purgeable Aromatics,Pesticides,PCBs,PCBs in Oil,Ethylene Dibromide,Phenols,Oil and Grease. MAINE, Department of Human Services, MA10.3 Drinking Water . Reciprocal certification in accordance with Massachusetts certification for drinking water analyzes. 1 Waste Water Reciprocal certification in accordance with Massachusetts certification for waste water analyles. ' MASSACHUSETTS, Department of Environmental Protection, M-MA-103 Potable Water Antimony,Arsenic,Barium,Beryllium,Cadmium,Chromium,Copper,Lead,Mercury,Nickel,Selenium,Thallium,Nilrate-N,Nltllte-N,Fluoride, Sodium,Sulfate,Cyanide,Turbidity,Residual Free Chlorine,Calcium,Total Alkalinity,Total Dissolved Solids,pH,Trihalomethanes,Volatile Organic Compounds,1,2-Dibromoethane,1,2-Dibromo-3chloropropane,Total Coliform,Fecal Coliform,Helerotrophic Plate Count,E-Coli Non-Potable Water Aluminum,Antimony,Arsenic,Beryllium,Cadmium,Chromium,Cobalt,Copper,Iron,Lead,Manganese,Mercury,Molybdenum,Nickel,Selenium, Silver,Strontium,Thallium,Titanium,Vanadium,Zinc,pH,Specific Conductance,Total Dissolved Solids,Total Hardness,Calcium,Magnesium, Sodium,Potassium,Total Alkalinity,Chloride,Fluoride,Sulfate,Ammonia-N,Nitrate-N,Kjeldahl-N,Orthophosphate,Total Phosphorus,Chemical Oxygen Demand,Biochemical Oxygen Demand,Total Cyanide,Non-Filterable Residue,Total Residual Chlorine,Oil and Grease,Total Phenolics, Volatile Halocarbons,Volatile Aromatics,Chlordane,Aldrin,Dieldrin,DDD,DDE,DDT,Heptachlor,Heptachlor Epoxide,Polychlorinated Biphenyls(water),Polychlorinated Biphenyls(oil). MICHIGAN, Department of Environmental Quality Drinking Water - Trihalomethanes,Regulated and Unregulated Volatile Organic Compounds by EPA Method 524.2;1,2.Dibromoethane,1,2-Dibromo-3- chloropropane by EPA Method 504.1 NEW Hater RE, Department of Environmental Services, 202798 Drinking W Water Metals by Graphite Furnace,Metals by ICP,Mercury,Nitrite-N,Orthophosphate,Residual Free Chlorine,Turbidity,Total Filterable Residue,Calcium Hardness,pH,Alkalinity,Sodium,Sulfate,Total Cyanide,Insecticides,Herbicides,Base/Neutrals,Trihalomethanes,Volatile Organics,Vinyl Chloride,DBCP,EDB,Nitrate-N. Wastewater Metals by Graphite Furnace,Metals by ICP,Mercury,pH,Specific Conductivity,TD5,Total Hardness,Calcium,Magnesium,Sodium,Potassium, ' Total'Alkalinily,Chloride,Fluoride,Sulfate,Ammonia-N,Nitrate-N,Orthophosphate,TKN,Total Phosphorus,COD,BOD,Non-Filterable Residue, Oil&Grease,Total Phenolics,Total Residual Chlorine,PCBs in Water,PCBs in Oil,Pesticides,Volatile Organics,Total Cyanide. RHODE ISLAND, Department of Health, 54 Surface Water,Air,Wastewater, Potable Water,Sewage Chemistry: Organic and Inorganic ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 1 Groundwater Analytical,Inc. GROUNDWATER P.O.Box 1200 ANALYTICAL228 Main Street Buzzards Bay,MA 02532 Telephone(508)759-4441 FAX(508)759-4475 October 3, 2000 1 ' 1 Mr. Eric Cardinal Atlantic Environmental 1 86 Faunce Corner Rd. North Dartmouth, MA 02747 Project: Blaine/5786.01 Lab ID: 36229 Sampled: 09-26-00 Dear Eric: Enclosed are the Volatile Organics Analyses performed for the above referenced project. This project was processed for Priority One Week 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, 1, Jonathan R. Sanford President JRS/ss Enclosures i GROUNDWATER ANALYTICAL EPA Method 8021 B Halogenated Volatile Organics by GC/ELCD Field ID: B-8(3) Laboratory ID: 36229-01 Project: Blaine/5786.01 QC Batch ID: VG2-1799-E Client: Atlantic Environmental Sampled: 09-26-00 ' Container: 60 mL Glass Received: 09-26.00 Preservation: Methanol/Cool Analyzed: 09-27-00 Matrix: soil Dilution Factor: 10 % Moisture: 16 CASNumber. - . Anal a '7Concentration Units Reporting.Limit 75-71-8 Dichlorodifluoromethane BRL ug/Kg 3,000 74-87-3 Chloromethane BRL ug/Kg 3,000 75-014 Vinyl Chloride BRL ug/Kg 1,200 74-83-9 Bromomethane BRL ug/Kg 3,000 75-00.3 Chloroethane• BRL ug/Kg 3,000 ---69-4 Trichloro8uoromethane BRL ug/Kg 000 75-35-4 1,1-Dichloroethene BRL ug/Kg 600 75-09-2 Methylene Chloride BRL ug/Kg 600 156 60.5 trans-1,2-Dichloroethene BRL ug/Kg 600 75-34-3 1,1-Dic_hlor_oethane BRL ug/Kg 600 15659-2 cis-1,2-Dichloroethene° BRL ug/Kg 600 67-66 3 Chloroform BRL ug/Kg 600 107-06-2 1,Z-DE) loroethane BRL ug/Kg _ 600 71-55-6 1,1,1-Trichloroethane RL_ B uWKg _ 6_00 56-23-5 Carbon Tetrachloride — BRL ug/Kg 600 — 78-87-5 1,2DicNoropropane BRL ug/Kg 600 O1-79- 6 Trichloroethe_ne_ BRL ug —_600 75-27-4 Bromodichlorometh g/K ane BRL ug/Kg 60o 110.75-8 2-Chloroethyl Vinyl Ether BRL ug/Kg 3,000 10061-01-5 cis-1,3-Dichloropropene BRL ug/Kg 600 10061-02-6 trans-1,3-Dichloropropene BRL. ug/Kg 600 - 79-00-5 1,1,2Trichloroethane BRL ug/Kg 600 124-48-1 Dibromochloromethane BRL ug/Kg 600 127-18-4 Tetrachloroethene 15,000 •ug/Kg 600 108-90-7 Chlorobenzene BRL--- ug/Kg 600 - ---- - -- --- 75-25-2 Bromoform BRL ug/Kg 600 79-34-5 1,1,2,2-Tetrachloroethane BRL ug/Kg_ 600 541-73-1 1,3-Dichlorobenzene BRL ug/Kg 600 -- --- ---- - -- 106-467 1,4-Dichlorobenzene BRL ug/Kg 600 ' 95-50_7 _ 1,2 Dichlorobenzene _ _BRL _- _ ug/Kg =600__ QC Surrogate Compound Recovery QC Limits 1,2-Dichloroethaned4 98 % • 70- I Method Reference: Test Methods for Evaluating Solid Waste, US EPA,SW-846,Third Edition, Update III(1996). Analyle 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, if any, is below reporting limit for analyle. 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 8021E Halogenated Volatile Organics by GC/ELCD Field ID: B-8(8) Laboratory ID: 36229-02 Project: Blaine/5786.01 QC Batch ID: VG2-1799-E Client: Atlantic Environmental Sampled: 09-26-00 Container: 60 mL Glass Received: 09-26-00 Preservation: Methanol/Cool Analyzed: 09-27-00 1 Matrix: Soil Dilution Factor: 1 %Moisture: 4 "CAS Number, - '' Analyze , ` ;°i�Concentration —Units ": Reporting Limit ' 75-71-8 Dichlorodifluoromethane BRL ug/Kg '260 7487-3 Chloromethane BRL ug/Kg 260 75-01-4 Vinyl Chloride BRL ug/Kg 100 74-83-9 Bromomethane BRL ug/Kg 260 75-00-3 Chloroethane BRL ug/Kg 260 75-69 4 Trichl --o_rofluoromethane BRL ug/Kg 52 75-354 1,1-Dichloroethene BRL ug/Kg 52 75-09-2 Methylene Chloride BRL ug/Kg 52 156-60-5 trans-1,2-Dichl_oroethene _BRL ug/Kg 52 75-34-3 1,1-Dichlo roe thane BRL ug/Kg 52 156-59-2 cis-1,2-Oichloroe[hene _ BRL ug/Kg 52 67-66-3 Chloroform BRL ug/Kg 52 107-06-2 1,2-Dic_hloroethane BRL ug/Kg 52 71-23-6 1,1,1-Trichloroethane BRL ug/Kg 52 ' S6-87-5 -- Carbon Tetrachloride -- -- ggl -- ug/Kg 52 78-87-5 1,2-Dichloropropane_ _BRL ug/Kg 52 79-01-6 Trichloroethene _ BRL___ ug/Kg 52 75-274 Bromodichloromethane _ _ BRL — — ug/Kg 52 _ 110. BRL_ ug/Kg 2-Chloroethyl Vinyl Ether /Kg 260 10061-01-5 cis-1,3-Dichloropropene _ B_RL ug/Kg 52 10061-02-6 trans-1_3-Dichloropropene BRL ug/Kg 52-- — ---- 79-00-5 1,1,2-Trichloroethane -- --.... _____BRL _ ______ uP�Kg_ __52__ 124-48-1 Dibromochloromethane_ BRL __ ug/Kg 52 127-18-4 Tetrachloroethene 61 _ _ ug/Kg 52 108-90-7 Chlorobenzene _BRL__ ug/Kg 52 75-25-2 ---- _Bromoform --- _ BRL ug/Kg --52 _79-34-5 1,1,2,2-Tetrac_hloroethane _BRL_ ug/Kg _52 541-73-1 1,3-Dichlorobenzene BRL ug/Kg 52 106-46,-7 1,4-Dichlorobenzene BRL _ ug/Kg _ 52--- -----------� —z--- 95-50.1 _ 1,2-Dichlorob_enzene ug/Kg_ 52 QC Surrogate Compound Recovery QC Limits 1,2-Dichloroethaceda _ gq% 70-130% Method Reference: Test Methods for Evaluating Solid Waste, US EPA,SW-846,Third Edition, Update III(1996). Analyze list as selected from list formerly specified by EPA Method 80108. Results are reported on a dry weight basis. Analysis pedormed utilizing methanol extraction technique. Report Notations: BRL Indicates concentration, if any, is below reporting limit for analyze. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample 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: B-2(12) Laboratory ID: 36208-06 Project: Blaine/5786.01 QC Batch ID: VG2-1798-E Client: Atlantic Environmental Sampled: 09-25-00 - Container: 60 mL Glass Received: 09-25-00 Preservation: Methanol/Cool Analyzed: 09-26-00 ' Matrix: Soil Dilution Factor: 1 % Moisture: 2 r,`,CAS:Numberi = '�"'js� -`';Anal a f,��� v �, �., , r _ =.txxii _ _�z,�, ,'�.>>concentrah91`6, ',,,��,, �z Units;L`?j Reporting:Umit 75-71-8 Dichlorodifluoromethane BRL ug/Kg 260 74-87-3 Chloromethane BRL ug/Kg 260 75-01-4 Vinyl Chloride BRL ug/Kg 100 74-83-9 Bromomethane —BRL ug/Kg 260 75-00-3 Chloroethane BRL ug/Kg 260 75-69-4 Trichlorofluoromethane BRL ug/Kg 51 75-354 1,1-Dichloroethene BRL ug/Kg 51 75-09-2 Methylene Chloride BRL ug/Kg 51 156-60-5 trans-1,2-Dichloroethene BRL ug/Kg 51 75-34-3 1,1-Dichloroethane BRL ug/Kg 51 156-59-2 cis-1,2-Dichloroethene BRL ug/Kg 51 67-66-3 Chloroform BRL ug/Kg 51 f 107-06-2 1,2-Dichloroethane BRL ug/Kg 51 71-55.6 1,1,1-Trichloroethane BRL ug/Kg 51 56-23-5 Carbon Tetrachloride BRL ug/Kg 51 78-87-5 1,2-Dichloropropane BRL ug/Kg 51 79-01-6 Trichloroeth_ene _ BRL _ ug/Kg - 51 75-27-4 Bromodichloromethane BRL ug/Kg 51 ' 110-75-8 2-Chloroethyl Vinyl Ether _ BRL ug/Kg 260 10061-01-5 cis-1,3-Dichloropropene _BRL ug/Kg 51 10061-02-6 trans-1,3-Dichloropropene BRL ug/Kg 51 - 79-00-5 1,1,2-Trichloroethane BRL ug/Kg 51 124-481 Dibromochloromethane BRL ug/Kg 51 127-18-4_ T etrachloroetIne n e 800 ug/Kg 51 10_ 8-90-7 Chlo—robe nzene BRL ug/Kg 51 75-25_2 Bromoform hlor_ _ BRL ug/Kg 51 79-345 1,1,2,2-Teac troethane BRL ug/Kg 51 541-73-1 _ 1,3-Dichlorobenzene BRL ug/Kg 51 106-46-7 1,4-Dichlorobenzene _ _BRL ug/Kg 51 95-50_1 1,2-Dichlorobenzene __ BRL ug/Kg 51 QC Surrogate Compound _- Recovery QC Limits 12-Dichloroethane-d,__ _ 92 % __70- 130 % Method Reference: Test Methods for Evaluating Solid Waste, US EPA,SW-846,Third Edition, Update III(1996). Analyte list as selected from list formerly specified by EPA Method 6010B. 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 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 8021E Halogenated Volatile Organics by GGELCD Field ID: B-3(3) Laboratory ID: 36208-07 Project: Blaine/5786.01 QC Batch ID: VG2-1799-E Client: Atlantic Environmental Sampled: 09-25-00 Container: 60 mt.Glass Received: 09-25-00 Preservation: Methanol/Cool Analyzed: 09-27-00 ' Matrix: Soil Dilution Factor: 1 % Moisture: 3 ' CAS Numbei Coocentratton Units + R rtin Limit Q'nal e . $. � w w s . 4•. Tp g ' 75-71-8 Dichlorodifluoromethane BRL ug/Kg 260 74-87-3 Chloromethane BRL ug/Kg 260 75-01-4 Vinyl Chloride BRL ug/Kg 100 74-83-9 Bromomethane BRL ug/Kg 260 75-00-3 Chloroethane BRL ug/Kg 660 75-69A Trichlorofluoromethane BRL ug/Kg 52 75-35A 1,1-Dichloroethene BRL ug/Kg 52 75-09-2 Methylene Chloride BRL ug/Kg 52 156-60-5 trans-1,2-Dichloroethene BRL ug/Kg 52 75-34-3 1,1-Dichloroethane BRL ug/Kg 52 156-59-2 cis-1,2-Dichloroethene BRL ug/Kg 52 ' 67-66-3 Chloroform BRL _ ug/Kg 52 107-06-2 1,2-Dichloroethane _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 260 10061-01-5 cis-1,3-Dichloropropene BRL __ ug/Kg 52 10061-02-6 trans-1,3-Dichloropropene BRL . ug/Kg 52 • 79-00-5 1,1_2-TTrichloroethane -- BRL — ug/Kg 52 12448-1 Dibromochloromethane BRL ug/Kg 52 127-184 Tetrachloroethene 1,100 _ ug/Kg 52 108-90-7 Chlorobenzene BRL ug/Kg 52 ' 75-25-2 - Bro_moform BRL ug/Kg 52 79-34-5 _ 1,1,2,2-Tetrachloroethane BRL _ ug/Kg 52—___ 541-73-1 1,3-Dichlorobenzene BRL ug/Kg 52 _•_106-4G_7_ 1,4-Dichlorobenzene_ __ _BRL _ ug/Kg _ 52 95-50-1 1,2-Dichlorobenzene BRL _ ug/Kg _ 52 QC Surrogate Compound Recovery QC Limits 1,2-Dichloroethane-d4 97 % Method Reference: Test Methods for Evaluating Solid Waste, US EPA,SW-846,Third Edition, Update III (1996). Analyze list v 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, 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,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: B-3(6) Laboratory ID: 36208-08 Project: Blaine/5786.01 QC Batch ID: VG2-1799-E Client: Atlantic Environmental Sampled: 09-25-00 Container. 60 mL Glass Received: 09-25-00 Preservation: Methanol/Cool Analyzed: 09-27-00 Matrix: Soil Dilution Factor. 1 %Moisture: 4 CM.Num*t Corkeintratiori Reporting Limit 75-71-8 Dichlorodifl uoromethane BRL ug/Kg 260 74-87-3 Chloromethane BRL ug/Kg 260 -75-014 Vinyl Chloride BRL ug/Kg too 74w83-9 Bromornethane BRL ug/Kg 260 75-00-3 Chloroethane BRL ug/Kg 2-60 75-694 Trichlorofluoromethane BRL ug/Kg 52 75-35-4 1,1-Dichloroethene BRL --ug/Kg 5-2 75-09-2 Methylene Chloride BRL ug/Kg 52 156-60-5 trans-1,2-Dichloroethene BRL ug/Kg 52 75-34-3 1,1-Dichloroethane 52 156-59-2 cis-1,2-6,`chloroeth-en�e BRL —ug/Kg 5-2 67-6fr3 -Chloroform —BRL ug/Kg —52 107-06-2 1,2-Dichloroethane BRL ug/Kg 52 7155 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 52 75-274 Bromodic-hloromethane BRL ugliki52 — 11 2--Chlomet—hylVinyl Ether _BR_L ug/Kg 260 -10061-01-5 cis-T4:bichiformp-rapene BRL uglki——si--- �-� 3 16�orcpropi�ne BRL ug/Kg 52 V 061�-02-6 ra n� -�1 -D- 79-00-5 1,1,2-Trichloroethane ug/Kg 52 124-48-1 Dibromochloromethane-- BRL ug/Kg--- 5-2 12f M4 Tetrachloroethene 120 ug/Kg 52 1 C8-9677 ug/Kg 52 Ch-lo—robenzene —B--RL-- ug/Kg —5-2— 75 25-2 ronno-G-r—m- I i�--i4-5----iliY-Tetr-ach-lo- BRL roet—hane— BRL ug/Kg 52 5-41-7-3-1----1-,3-Dichloro6enzene BRL ug/Kg 52 106-46-7 1,4-Dichlorobenzene BRL ug/Kg 52 95-50-1 1,2-Dichlorobenzene BRL ug/Kg 52 QC Surrogate Compound Recovery Its�c Limits 1,2-Dichloroethane-d4 99 % 70- 130 % Method Reference: Test Methods for Evaluating Solid Waste, US EPA,SW-846,Third Edition, Update 111(1996). Analyle 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 analyze. 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 8021E ! Halogenated Volatile Organics by GC/ELCD Field ID: B-3(12) Laboratory ID: 36208-09 Project: Blaine/5786.01 QC Batch ID: VG2-1799-E Client: Atlantic Environmental Sampled: 09.25-00 Container: 60 mL Glass Received: 09-25-00 Preservation: Methanol/Cool Analyzed: 09-27-00 ! Matrix: Soil Dilution Factor: 1 %Moisture 5 —CAS_MUmber! ru `' r Anal a as} ` 3 b s;KCOnCentratlOn_�3 µc2° „r„p a•.:a-' .N., r_ �.Unrts s-d. Reporting,13 75-71-8 Dichlorodifluoromethane BRL ug/Kg 260 74-87-3 Chloromethane BRL ug/Kg 260 75-01-4 Vinyl Chloride BRL ug/Kg 110 74-83-9 Bromomethane BRL ug/Kg 260 ! 75-00-3 Chloroethane BRL ug/Kg 260 75-694 Trichlorofluoromethane BRL ug/Kg 53 75-35-4 1,1-Dichloroethene BRL ug/Kg 53 75-09-2 Methylene Chloride BRL ug/Kg 53 156-60-5 trans-1,2-Dichloroethene BRL ug/Kg 53 75-34-3 0-15ichloroethane BRL ug/Kg 53 156-59-2 cis-1,2-Dichloroethene BRL ug/Kg 53 ! 67-66-3 Chloroform BRL ug/Kg 53 107-06-2 1,2-Dichloroethane BRL ug1Kg 53 71-55-6 1,1,1-Tric_hloroethane BRL ug/Kg 53 56-23-5 Carbon Tetrachloride BRL ug/Kg 53 78-87-5 1,2-Dichloropropane BRL ug/Kg 53 79-01-6 Trichloroethene BRL ug1kg 53 75-27-4 Bromodichloromethane BRL ug/Kg! _ 53 110-75-8 2-Chloroethyl Vinyl Ether _ _ _ _BRL ug/Kg _260 10061-01-5 cis 1,3-Dic_hloropropene BRL ug/Kg 53 10061-02-6 trans-1,3-Dichloropropene BRL ug/Kg 53 ! _79--00-5 1,1,2TrTrichloroethane BRL ug/Kg S3 124-48-1 Dibromochloromethane BRL ug/Kg 53 127-18-4 Tetrachloroethene 67 ug/Kg 53 ! _108-90-7___ Chlorobenzene _ BRL ug/Kg 53—75_25_2 Bromoform _ _ _ BRL___ ug/Kg 53 I 79-34-5 1,1,2,2-Tetrachloroethane BRL ug/Kg - 541-73-1_ 1,3-Dichlorobenzene _ BRL ug/Kg�53 ! [—l(-- 6-7 1,4Dichlorob8nzene --BRL _ ug/Kg 53 95-50-1 _ 1,2-Dichlorobenzene BRL ug/Kg 1_ 53 QC Surrogate Compound Recovery —QC Limits 11,2-Dichloroethane-d, _ _ 97 % 70-130 % Method Reference: Test Methods for Evaluating Solid Waste, US EPA,SW-846,Third Edition, Update 111(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. �I Report Notations: BRL Indicates concentration, if any, is below reporting limit for analyze. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution,percent moisture and sample size. ! Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 APPENDIX C 1 :M,Itianfic® 1 1 1 1 1 1 Appendix C: 1 AET Groundwater Monitoring Well Sampling Logs (August & September 2000) 1 1 1 1 1 1 1 1 i �� .. W An ! Site Name: Bliane Hair School MONITORING WELL SAMPLING LOG L Hm a n L I C nr f Envinnlental Technologies,Inc. Site Address: 18 Center Street, Hyannis MA 86Paunce Coma Read,Suite 410 Project No: 5786 RTY- 4-10971 Dartmouth,MA 02747 (508)997.5422 fax(508)9994060 Sampler: EC/JW Page I of 1 Date: 8/28/00 E E. ^ r D = O n E cE V -0o 1 ,r E 72 t5 hE Sample Analyses Sem le ID zi ¢ V a MW-I TOIC 13.84 19.55 5.72 1.2 5 5 B B n T/O VOC 8010/8020 @ 1115 MW-2 TOIC 14.6 19.9 1 5.3 0.84 4 5 B B n O VOC 8010/8020 Q 1135 MW-3 TOIC 13.9 20 6.1 0.98 5 6 P B n O-C VOC 8010/8020 Q 1315 MW-4 TOIC 14.1 19.95 5.85 0.94 4.5 5 B B n O VOC 8010/8020®1200 MW-5 TOIC 13.83 46.55 32.72 5.2 25 25 P B n O VOC 8010/8020 Q 1300 MW6 TOIC 13.58 46.43 32.85 5.2 25 25 P B n O VOC 8010/8020®1120 i MW-7 TOIC 13.61 45.72 32.92 5.2 25 25 P B n O VOC 8010/8020 Q It 55 MW-8 TOIC 13.06 45.72 32.66 5.2 25 26 P B n T VOC 8010/8020 Q 1355 TOIC Top of Inner Casing B Bailer Clear TOOC Top of Outer Casing P Pump Turbid Opaque bmp Below measuring point mS/cm Millisiemens per centimeter Well Casing Volumes °C Degrees Celcius n/a Not applicable 1.25" 0.06 3" 0.37 ft feet NTU Nephelometric Turbidity Units 1.50" 0.09 4" 0.65 mE/I milligrams per liter su Standard Units 2" 0.16 6" 1.47 No data umhos/cm Micmmhos percentimeter 2.5" 0.26 MONITORING WELL SAMPLING LOG Site Name: Bliane Hair School (Former Emerson's Cleaners) LAI anH is Favilomnental Technologies,Inc. Site Address: 18 Center Street, Hyannis MA 86 Faunce Coma Road,Suite 4 10 Project No: 5786 RTN: 4-10971 Dartmouth,MA ofax fax( (508)997-5422 508)999-0060 Sampler: LAS Page 1 of I Date: 9/29/00 E m 3 m 3 2 o ^ a' $ $ a ; o g ° `° o ^ > m > u H 6 9 61, ' •� g w 5 m E r e n x d U o f Sample Analyses Sam le ID a O — g � 3 aU aQ a h a U � n [— Z. U .. O rn MW-lo TOIC 14.43 21 6.57 0.27 1.3 1.5 B B n T VOC 8010/8020 Q 0935 TOIC Top of Inner Casing B Bailer Clear TOOC Top of Outer Casing P Pump Turbid Opaque bmp Below measuring point mS/cm Millisiemens per centimeter Well Casing Volumes °C Degrees Celcius n/a Not applicable 1,25" 0.06 3" 0.37 It feet NTU Nephelometric Turbidity Units 1.50" 0.09 4" 0.65 mg/1 milligrams par liter su Standard Units 2" 0.16 6" 1.47 No date umhos/cm Micromhos percentimeter 2.5" 0.26 APPENDIX D 1 . XAltlanfic® 1 1 1 1 1 1 Appendix D: 1 AET Soil Boring Logs (August & September 2000) 1 1 1 1 1 1 SOIL BORING LOG AB-1 Drilling Co: TDS Page 1 of 3 Driller: Mark Moran Environmental Technologies,Inc. Boring/ Helper: Date: 8/30/00 86 Faunce Comer Road,Suite 410 Monitoring Site Name: Blaine Hair School (Former Emerson Cleaner a Drilling Location: 1'-south&6'-east Dartmouth,MA02747 Well Site Address: 18 Center Street, Hyannis, MA ofS-1 (508)997-5422 Fax(508)999-4060 Spoon Diameter: 2 in. Sampler: EC Max Screen Depth Recovery PIDIFID Headspace NAPL Water Interval Blow Counts (in.) ( m) (Ppm (/n) Table in. Color Soil Description Sample ID 0.4 36 8 14.2 @ 3' n 12 B-m m-f So with cobbles(ash plat) 8010/8020 18 br m-fSa pebbles fill 0955 @ 3' 6 bk m Sa fill with slag) 4-8 36 10 11.3 @ 6' n 12 bk-br in Sa 8010/8020 8 br in Sa w/pebbles 1000 @ 6' 16 in m-fSa with s Si 8.12 36 4 3 @ IT n 8 br-bk Moist m-f Sa with Pebbles 8010/8020 28 br-m f Sa with s Si Fish Eye Sand 1005 @ IT 12.16 48 2.8 - n 14 24 br-tn Moist m-f sa 24 br-m Wet in Sa with s fines Boring Coal Pathched over 1020 PRIMARY CONSTITUENT:ALL CAPS Smndmd Colors: Soil Abbrevimiom: br Brown gr Grey w While Crr Gravel &mid f fine in inches bk Black r Red y Yellow Sa Sand s Some in medimn a feet bl Blue o Orange si silt I Lime c camse gr Green t Tan Cl Clay t Trace -to SOIL BORING LOG AB-2 Drilling Co: TDS Page 2 of 3 LA!alQnlaIc Driller: Mark Moran Environmental Technologies,Inc. Boring/ Helper: Date: 8/30/00 _ 86 Faunce Comer Road,Suite 410 Monitoring Site Name: Blaine Hair School (Former Emerson Cleaners) Drilling Location: 2'-west&4'-north Dartmouth,MA02747 Well Site Address: 18 Center Street, Hyannis, MA of S-2 (508)997-5422 Fax(508)999-4060 Spoon Diameter: 2 in. Sampler: EC Atax Screen Depth Recovery PIDIFID Ileadspace NAPL Water Interval Blow Counts in (Dom) m 1n Table (inj Color Soil Description Sample ID 04 136 3 5.8 @ 3' n 12 gi-In m-f Sa with cobbles(asphalt) 8010/8020 24 If m-fSa pebbles 11112 1025 @ 3- 4-8 21 3 - n 1 I br-lot Moist m-f Sa with s Si&Pebbles 8010/8020 10 br in Sa w/pebbles 1030 @ 6' 8-12 36 6 1 8.3 @ 12' n 36 br-bk Moist m-f Sa with s Pebbles 8010/8020 1035 @ 12' 12.16 42 0 3.6 @ 16' n 12 bk-br Moist in Sa with s cobbles 14 18 br-tn Very moist f-So with s Si 12 br Wet m-f Sa with s Si Boring Coal Pathched over @ 1055 PRIMARY CONSTITUENT:ALL CAPS Standard Colors: Soil Abbreviations: br Brown gr Gay w White Gr Gravel &and f fine in inches bk Black r Red y Yellow So Sand s Some in medium ft feet bl Blue o orange Si Silt 1 Little c caarse gn Green t Tan Cl Clay t Treae -to SOIL BORING LOG A -� Drilling Co: TDS Page 3 of 3 6LI1a'u" nF��'® Driller: Mark Moran Environmental Techno gies,Inc. Boring/ Helper: Date: 8/30/00 86 Faunce Comer Road,Suite 410 Monitoring Site Name: Blaine Hair School (Former Emerson Cleaners) Drilling Location: 4'-west&4'-south Dartmouth,MA02747 Well Site Address: 18 Center Street, Hyannis, MA ofS-7 (508)997-5422 Fax(508)9994060 Spoon Diameter: 2 in. Sampler: EC Maz Screen Depth Recovery PIDIFID Headspace NAPL Water Interval Blow Counts in. ( m) ( m) (/n) Table in. Color Soil Description Sample ID 0-4 42 7 48 @ 3' n 12 gr-tn ]a Sa with cobbles(asphalt) 8010/8020 18 br Moist m-f Se pebbles fill 1100 @ 3' 12 bk Moist in So with cobbles&Pebbles 4-8 36 3.7 5 @ 6' n 6 bk in Saw/pebbles 8010/8020 12 br Moist m-f Sa with s Si&Pebbles 1105 @ 6' 6 bk in So with s Si&pebbles 12 br Moist m-f Sa 8-12 36 0 0@ IT n 12 br-bk Moist m-f Sa 8010/8020 24 br-tn Moist m-f Sa with a Si 1115 @ IT 12-16 36 0 - n 12 br Moist m Sa with s pebbles 14 12 1 br-tn Very moist fSa 12 br Wet f Sa Boring Coal Pathched over 1130 PRIMARY CONSTITUENT:ALL CAPS Standard Colors Soil Abbreviations: br Brown gr Gray w White Or Gravel &and f fine in inches bk BlarJc r Red y Yellow So Sand s Some m rnedimn it feet bl Blue o Orange Si Silt 1 Little c coarse go Green t Tan Cl Clay t Trece -to man i i SOIL BORING LOG B.� Drilling Co: 'Fechnical Drilling Services Page 1 of 12 �tr1F�C© Driller: Mark Moran Envirortmenta Technologies,Inc. Boring/ Helper: Date: 9/25/00 86 Faunce Comer Road,Suite 410 Monitorin Site Name: Former Emerson Cleaners Drilling Location: 10 feet North Dartmouth,MA 02747 g Well Site Address: 18 Center Street, Hyannis Mass of AB-7 (508)997-5422 Fax(508)9994060 Spoon Diameter: 2 in. Sampler: EC Max Screen Depth Recovery PIDIFID Headspace NAPL Water Interval ( .) Blow Counts (in.) (PPm) (ppm) (v1n) Table (in.) Color Soil Description Sample ID 04 48 130 @ 4' Br [Top Soil Pebbles B.1(4)0855 ' 1 12 a 4' 97 @ 3' 32 @ 2' GTBr M-C Sand Gravel,some Cobbles Moist i 4.8 I 36 5.5 @ 7' 312 @ 6' B-1(7)0900 `. 275 @ 6.5' 12 Br Loamy Fill,M-F Sand 490 @ T 24 Br M-C Sand Moist 270 @ 8' Some Pebbles t I 8-12 I 48 0 @ 9' 55 @ 8.5' 12 Bk/Br Med.Sand,Moist 186 @ 9.5' 36 Br Med.Sand Moist 91 @ 10.5' 23@12' 12.16 ! 48 350@ 12' 36 Br M-F Sand,Moist B-1 (14)0910 1 1 0 Q 14 118 @ 13' 12 Br M-F Sand Saturated 14' 1 i i 0@14' r Standard Colors. Soil Abbmiaricns: In Bmraa g Gmy w White Gr Cre l &and f fine in inches bk Black r Red y Yellow Sa Sand s Some m medium fi feet bl Blue a onow Si Silt I Little c coarse w (hem t Ten Cl say t Tmee -to PRWARY CONSTITUENT:ALL CAPS SOIL BORING LOG Drilling Co: Technical Drilling Services Page 2 of 12 L&IanHc' B"2 Driller Mark Moran Environmental Technologies,Inc. Boring/ Helper' Date: 9/25/00 86 Faunce Comer Road,Suite 410 Monitoring Site Name: Former Emerson Cleaners Drilling Location: 23 feet South Dartmouth,MA 02747 Well Site Address: 18 Center Street, Flyannis Mass of AB-7 (508)997-5422 Fax(508)999-4060 Spoon Diameter: 2 in. Sampler: EC A4as Screen Depth Recovery PIDIFID Headspace NAPL Water Interval Blow Counts (in.) (PAM) (mom) Wn) Table (in.) Color Soil Description 0.4 i 36 0 @ 3' 0 8 Br To Soil Pebbles,Moist B-2(3)0925 j 0 OD 2' 28 1 Br IM-C Sand Pebbles i 0@1, 4 8 36 0 @ 4' 36 BrBk I M-F Sand Moist Till B-2(6)0930 0 @ 5' Pebbles/Glass 0@8' t 8-12 48 0 @ 9' 48 Br IMed.Sand,Moist,Pebbles i 0 @ I I' B-2(12)0935 0@IT 0 i i 12 16 i 48 0 @ IT 36 Br IMed.Sand Moist I 0 @ 14' 12 Br Med.Sand Saturated i 0 @ I B 0945 Driller Lost Drill Setup in B-2 i 6'x 6'French Drain 1045 Driller Retrieved Rig From B-2 r i Standard Culors'. Soil Abbreviations: br Bmsru gr Gray w White Gr Gmwl &and f fine m inches bk Blrk r Red y Ycllow Se Sand a Some m medium a feet bl Blue o O.L. Si Sit[ I Little c wane Greco t Ten CI Clay t Trace -to PRIMARY CONSTITUENT:ALL CAPS a ■� r �■ a r i a ■� r a r a r r r r r r SOIL BORING LOG Drilling Co: Technical Drilling Services Page 3 of 12 ��rIQ�F'C® B'3 Driller: Mark Moran FnvironmentalTee nologies,Inc. Boring/ Helper: Date: 9/25/00 86 Fetince Comer Road,Suite 410 Monitoring Site Name: Former Emerson Cleaners Drilling Location: 20 feet East Dartmouth,MA 02747 Well Site Address: 18 Center Street,Hyannis Mass of AB-7 (508)997-5422 Fax(508)999-4060 Spoon Diameter: 2 in. Sampler: EC Max Screen Depth Recovery PIDIFID Headspace NAPL Water Interval (ft.) low Counts (in.) (ppm) (ppm) (y/n) Table (m.) Color Soil Description Sample ID 04 36 1 0 Q I' 12 Bk-Gr As haWFi0/Concrete 4' B-3(3)1050 0 Q 2. 24 Br Med.Stutd,Moist OQ 3' I 4 g 36 0 Q 4' 24 Br Med.Sand B-3(6)1055 0 Q 6' 12 Br Mod.Send,Moist 0@8. i 6.12 48 D Q 9' 36 Hr M-F San Pebbles Moist B-3(12)1058 O Oa 11' 12 Br IFie S.d,Wel 0 Q 12' t 12 16 36 0 @ 12' 24 Br Fine Send Moist 0 Q 14' 12 Br Fine Sand SeNmted 0(ril 16' i i t t i Standard Colors. Soil Abbresiatio.' br Brown Sr Gay w White Or Grawl &and f fine in inch. bk Bloek r Red . y Yellow Se Sand a Smne on medium a feet bl Blue o Orenyc Si Sift 1 Lithe c oomee Sn Or"n t Ten CI Cloy t Two -to PRIMARY CONSTITUENT:ALL CAPS i i i i i i t i i t i r i i i i i i i SOIL BORING LOG B-4/AW-10 Drilling Co: Technical Drilling Services page 4 of 12 LAI'lonlaic" Driller. Mark Moran Environmental Technologies,Inc. Boring/ Helper: Date: 9/25/00 86 France Comer Road,Suite 410 Monitoring Site Name: Former Emerson Cleaners Drilling Location: 2 feet from Fence Dartmouth,MA 02747 Well Site Address: 18 Center Street,Hyannis Mass Grass near Street (508)997-5422 Faa(508)999.4060 Spoon Diameter: 2 in. Sampler: EC Max Screen Depth Recovery PID/PID Ileadspace NAPL Water Interval ( , Blow Counts (in.) (ppm) (ppm) (F/n) Table (in.) Color Soil Description Sam le ID 0.4 f 24 1 0 Q I' 312 Q 2' 24 1 Bk ILmany Sod with Pebbles B-4(2)1110 128Q2' i 4-8 t 36 537 Q 4' 12 Bk Loam Fill/Coal B-4(4)1120 i 186 a 6' 12 RIBr Brick 4" M-F Sand 306 Q 6' 12 Br Fine Send Moist i 8-12 1 40 6200 8' 0 20 BkBr M-F Sind Moist 1 705 Q 10, 20 Br Fine Sand Moist B4(10)1125 i 630 @ 12, i 12-16 I i 48 97 Q12' 16 Br Mod,Sand Moist Well Installed Q 1200 to 58 Q 14' 20 Br Fine Sand Wet 21'BSG 0 Q 16' 12 Br Fine Send Saturated 6.5'of H2O Q 14.5'BSG i 1 t r t Sianderd Colors. Soil Abbooatians: Its,Brown B trolly w white or Gre`el &and f fins in inches bk black r Red y Yellow Ss Send a Some no medium 'a feet bl Blue o Oran, Si Sib I Linle c coarse yn Green t Ten Cl Clay t Trans -to PRIMARY CONSTITUENT:ALL CAPS SOIL BORING LOG Drilling Co: Technical Drilling Services page 5 of 12 L&IV' nfic' B-S Driller: Mark Moran Environmental Technologies,Inc. Boring/ Helper: Date: 9/25/00 86Faunca Comer Roed,Suhe4l0 Monitoring Site Name: Former Emerson Cleaners Drilling Location: 19 feet South of B-4 Dalu nedt,MA 02747 Well Site Address: 18 Center Street,Hyannis Mass Driveway Enterence (509)997-5422 Fee,(508)999-4a0 Spoon Diameter: 2 in. Sampler: EC 15 feet from Street Max Screen Depth Recovery PID/FID Headspace NAPL Water Interval Blow Counts (in.) (oom) (oom) (v/n) Table (m.) Color Soil Description Sample ID 0-0 48 99 Q 1' 12 Or mplinaft,Tpend 9-5(4)1225 34 n 2' 48 24 Br M-F Send 119@4' 10 Br M-F Sand i 2 Bk Asphalt 1 4.8 136 523 Ca 4' 16 Bk Mod. Mona B-5(8)1232 449 n 6' 0 10 Br Med.Send,Pebbles - 47.1 @ 8' 1 10 Br IM-F Sand with some Pebbles 8.12 42 270 @ 9' 0 12 Br Mod.Sand,some Loan✓Ped B.5(12)1240 j 25 @ 10 40 Br Fine Sand 1 1 32@IT 1246 36 0 n 12' 12 er Fine Siuxl,Moist,Pebbles Soil snnk in MiauC n: I 0 rr 14' 24 Br Fite Sand,Wet sampler due to Inge oobble Oro, 16 I I I i Standard Color. Soil Abbreviations: br Brown sr Gay w Wh4e Gr Orewl 8c end f fine in inchm bk Black r Red y Yellow Se Send a Some no medium 8 feet Ill Blaa .0'.." Si Sift I Lntk a loan. gn Breen t Tan Cl Clay t Tmce -to PRIMARY CONSTITUENT:ALL CAPS SOIL BORING LOG L Drilling Cc: Technical Drilling Services - Page 6 of 12 B-6 Driller.' Mark Moran Environmental Technologies,Inc. Boring/ Helper: Date: 9/25/00 86 Faunce Comer Road,Suite 410 Monitoring Site Name: Formcr Emerson Cleaners Drilling Location: 8 feet from Building Darbnouth,MA 02747 Well Site Address: 18 Center Street. Hyannis Mass 2 feet in from comer (508)997-5422 Fax(508)9994060 Spoon Diameter: 2 in. Sampler: EC of Building Max Screen Depth Recovery PID,'FID Headspace NAPL Water Interval Blow Counts (in.) (pom) (Pont) (vin) Table in.) Color Soil Description Sample ID 04 i 18 0 0 7 Bk As halt B-6(3)1320 IS 0 11 Br M-F Sand 4-8 I 20 0 @ 4' 10 BI Br Med,Send,Saturated,Pebbles B-6(6)1325 i 0 @ 8' 10 Br/Gr M-F Sand with Pebbles r 8-12 i 24 0 @ 8' 6 Br Coarse Send w th Pebbles Saturated B-6(12)1330 0 @ 10' 12 Br Coarse sand with some fines Wet,Pebbles 0 @ IT 6 Br Fine Sand,Wet r t 12.16 I 48 0@ IT 12 Br Mod.Sand Saturated Pebbles Odor of Hair Products/Soap 0 @ 14' 36 Br Fine San Saturated 0 Gil 16' Boring was conducted i between marked sewer& water services. t i Standard(V.ra Sod Abb,..u., br Brawn F Gay w White Gr C"acel &and f fine in inch., bk Black r Red y Yellow S.Sand .Some m m.dium fl fe.t b1 Blue "Orange Si Sib I Lade c Wam area" i Ten Cl Clay t Tnwa -to PRIMARY CONSTITUENT:ALL CAPS SOIL BORING LOG B_7 Drilling Co: Technical Drilling Services Page 7 of 12 ��rla 'C.© ' Driller: Mark Moran Environment Tec ologtes,Inc. Boring/ Helper: Date: 9/25/00 86 Faance Comer Road,sore 410 Monitoring Site Name: Former Emerson Cleaners Drilling Location: 17 feet East of B-3 Dartmouth,MA 02747 Well Site Address: 18 Center Street, Hyannis Mass 6 feet North of Asphalt (508)997-5422 Fast(508)9994060 Spoon Diameter: 2 in. Sampler: EC Located in Shrubs Max Screen Depth Recovery ND/F/D Headspace NAPL Water Interval Blow Counts (in.) (ppm) (ppm) Win) Table (in.) Color Soil Description Sample ID OA r1 28 0 @ I' 12 1 In 17ropoill Loam B-7(3)1405 ! 0 @ 2' 0 16 Bk-Br Fd C-M Sand Glass 0 4 4.8 I 36 0 @ 4.5' 6 Bk Med.Sand,Pebbles B.7(8)1410 0 @ 6' 0 4 R Med.Stand,Pebbles ! 0 @ 8' 26 R/Br M-F Sand Moist,Pebbles 9-12 ! 42 0 @ 8' 1 42 Br IM-F Sand Moist some Pebbles B-7(12)1415 f 0@10- ! 0@ IT 12 16 I i 48 0 @ 12' 16 Br M-F Sand Moist 0 n 14' 28 Br M-F Sand Wet o a 16' 4 Br Fine Sand Sla ueted t ! i ! j Standard Colors a Soil Abbrewtiote: br Brown &Gay w White Gr Grewl Rend f fine in inches Its Black r Red y Yellow Sa Sand a Some m medium fl feet bl Blue o Granae Si sat I Lino c cause Gruen t Tan CI any t Traw -to PRIMARY CONSTITUENT:ALL CAPS �■ WON MMMMMMMM m m m m mww m SOIL BORING LOG B_8 Drilling Co: Technical Drilling Services page g Of 12 LAH,anHc Driller: Mark Moran Environmental Technologies,Inc. Boring/ Helper: Date: 9/26/00 86 Pounce Comer Road,Suite 410 Monitoring Site Name: Former Emerson Cleaners Drilling Location: 14 feet South of Dartmouth,MA 02747 Well Site Address: 18 Center Street. Hyannis Mass Catch Basin (508)997-5422 Fax(508)9994060 Spoon Diameter: 2 in. Sampler: EC Located on Asphalt . btar Screen Depth Recovery PIDIFID Headspace NAPL Water Interval Blow Comas (in.) (Ppm) (Pont) (vin) Table (in.) Color Soil Description Sample ID 04 1 1 36 0 I' 12 Bk As he Med.Send B-8(3)1000 0 Ca 2' 0 24 Br/Bk Med.Sand i 0 @4' 4.8 36 0 @ 4' 12 Bk C-M Sand Pebbles B-8(8)1010 0 @y 6' 0 12 Br Coarse Sand Pebbles i 0 8' 12 Br Med.Sand some Fine Sand 8.12 48 0 Ca 8' 12 1 Br C-M Send Moist some Pebbles B-8(12)1015 0 @ to, 0 36 Br Fine Sand 0 @ 12' I 12-16 ' 1 i 38 0 14 Br Med.Sand Fine Sand Pebbles Liner Stuck in Sampler due I 12 Be Fine Sual Moist to large cobble. 12 Br Fine Send,Saturated - Soil put onto asphalt. i Catch basin located 32'from sidewalk and 3'south of 1 grass. I Stenderd(Wm Sail Abbre.uam: br Brown gr Crrey w White Or Gravel &and f fine in inches bk aback r Red y Yellow Sa Send s Some re medium 0 feet b1 Blue o Orenac Si Sill - I Line c come P Given t Tan cl Clay t Trace -to PRIMARY CONSTITUENT:ALL CAPS M I SOIL BORING LOG B_9 Drilling Co: Technical Drilling Services Page 9 of 12 L&IanFic' Driller: Mark Moran Environmental Technologies,Inc. Boring/ Helper: Date: 9/26/00 86 Fatmce Comer Road,Suite 410 Monitoring Site Name: Former Emerson Cleaners Drilling Location: 8 feet North of C.B. Dennrouat,MA 02747 Well Site Address: 18 Center Street,Hyannis Mass Near Pole with (508)997-5422 Fan(508)999-4060 Spoon Diameter: 2 in. Sampler: EC Underground Line(?) A4=Screen Depth Recovery PID/FID Headspace NAPL Water Interval (R.) Blow Counts (in.) (Dom) (DOM) Nln) Table (irr) Color Soil Description Sample ID 0-4 1 30 0 8 1 Br ITop,61,Loam B-9(3)1035 I 0 8 Or Coarse Shed,Gravel,Pebbles i 0 14 Br Coarse Sand With Pebbles and Brick 4-8 1 24 0 @ 4' 12 Br Loam Soil and Med.Sand,Pebbles 0 7 12 Br M-F Semi,Moist 0 &12 I 42 0 @ 8' 12 Br Mnd.Send,some Fir;Sand,Pebbles &9(9)1045 i 0 r@ 10' I 18 Br lFine Send 0 @ IT 0 4 1 er M-C fishey,San if;Moist 1 8 1 Br Fine Sand,Moist 12-16 148 0©12' 12 Br M-F Sand,Moist,Pebbles B-9(14)1055 0014' 24 Br M-F Sand,We 0 @ 16 12 Br Fine Send,Saturated i Pole is 36 feet them sidewalk. f f Standard Colors: Sod Abbreviations: In Bmwi an Cm w Whne Gr Camel &end t fuK in inches bk Back r Red y Yellow Ss Send s Some m medium a fost bl Blue o Dome St Sift 1 Little c coarse gn them t Ten Cl Cley tT. -to PRIMARY CONSTITUENT:ALL CAPS �■1� m f' = cam MAN SOIL BORING LOG 4 B•10 Drilling Ca: Technical Drilling Services Page 10 of 12 �Flani ie� Driller. Mark Moran Environmental Technologies,Inc. Boring/ Helper: Date: 9/26/00 86 Feunce Comer Road,Suite 410 Monitoring Sile Name: Former Emerson Cleaners Drilling Location: 12 feet North of Dartmouth MA 02747 Well Site Address. IN Center Street. I lvannis Mass _ West Bulkhead (508)997-5422 Fm(508)999A060 Spoon Diameter: 2 in. Sampler: GC ,Flax Screen Depth Recocep PIDJ7T) Headspace NAPE Water Interval ( . Bloat Counts on.) RmnU (roll) (rvn) Table (in.1 Color Soil Description Sample ID 04 24 (1 6 Bk As halt n B Br Coarse Sand 0 4 Gr Contoete/Rubbie 6 Br Med Sand with Pebbles i 4-9 IR Br-Tn Redusid C-M Sand with Cobbles I { I I I l - i I I Standard Colon Soil Abbra,natiom: br Brown yr(bey w t\bile G(Gaol & and f fine in inches bk Black r Red y Yellnw Sa Sand s Some as medium R feet bl Blw n Omni, Si Silt I Lime c course pi Green t Tan Cl Clay t Trace -to PRIMARY CONSTITUENT:ALL CAPS - SOIL BORING LOG Drilling Co: 'Technical Drilling Services Page I of 12 LAManHic B" Driller Encironimntal Technolo ies,Inc. Mark Moran 8 " Boring/ Helper.' Date: 9/26/00 86 taunce Comer Road,Suite 410 Afonitoring Sile Name: Former Emerson Cleaners Drilling Location: 2 feet West of B-10 Dartmouth,MA 02747 Well Site Address: 18 Center Street. I h'annis Mass (508)997-5422 Fax(508)9994060 Spoon Diameter: 2 in. .Sampler.' EC ,1 fro'J'creen Depth Recovery P/1)'P 11) fleudsprice A'APL Hater hilemal h. Blow Limner (m i (Ppm) (pp"') O"'n) Table Color Soil Description Sample ID 0-4 Refusal t i Standard(A... • Soil Abbredatrons- ba Brown P Cnay w N'hac Or Grawl & end f fine Ln inches bk Black r Red Se Sand s Some an medium R feei bl Blue o 0'.a- Si Silt I Link c coarse gn Oreen i'fnn Cl Clay t Trace - to PRIMARY CONS]It LEN'P:ALL CAPS SOIL BOWNG LOG DrilNiNCo. FechnicalDrillitr, Services Page 12 0f 12 L��}Af''/I�nfiC.o B-12 --------- - V Drillar. Mmk Moran — IllvirnnnKutal l'echuolohick. Inc. Borings flelpir. --- __ -- Date: 9/2EKIO Sw l ammo Corre td r Ro ,Suds 4 1p Monitoring Site Name: Former F'."lei sort Cla;aners_ — Drilling Locution: 12 feel.North of — oa,nnowh.b1A a2'7.17 Well .Site;lddres.v: ISCentei, StreQt. IlvannisNlass East Side of 0;;)9v7.< ,2 iatiii8)+xta-un;o Spoon.DianwlC,v --2 ill, —�--- Sarnrder: EC Bulkhead. -- Depth Rccurrri Fill 1i% Hcwhpao? :b IPL li'aler Interval n. 131011.Colollc gtpw; h'rxl 7'uFle (in., Color Soil DDscriplioti SO; I9 04 ±S li --- — -- 4 R1. As llt li'I_r_.IL15_.,v_•. 16 Rr bled.Sand.Pchbles -- — 8 G.-Br Med,Sand Cobhles---�y.____,_ 4 8 ,li— _—t -- --.—__ —__ -- — GrrRr Ided.Sand fco nanv[obli _.--_ — — -- t — -- 10 Rr Med.Sand with Cobbles,Concrete —t: --- --- --- 5 fit Itled.Sand with Pebhles 8.12 34 —f —_—_ _-- _ 4 Bt Med.Sand.Moist _.- - 3 W. Med.Sand milli Silt.YVe((WondtGlass) ._, __— 13 12(9i 11'i1r_.__—_.— 3 GI Cobble,Concrete 24 [it' M-F:land.Moist 12-16 ,16 ,I_�— -- --- 10 Rr bled.Sand,some wncrc4 11-12(14) 1158 _.- -1 IN lit' Fine Sand.Moist — — —_ _ -- 8 Rr Fine Sand.Satumtul Soil Abbreviations — — tv Brmtn (it Grovel &aid f line in -.anon. bk Black r Rd rcllan Sa Sad s Sarre m mediun. fl fc:a bl Blur: o I)u'aw Si Sill I Little e wane @t Cheet I -tan CI CIq I -ae -+u PRIMARY CONS"I'ITUEN'I*ALL.CAPS APPENDIX E �w w■ w w w w w w w w w w w w w w w w w IQAtiantic 1 1 i 1 1 1 Appendix E: 1 MADEP RAO Statement (BWSC 1-4) 1 1 1 1 i 1 1 1 MAHantic® Letter of Transmittal tENGINEERS&ENVIRONMENTAL SCIENTISTS PO.Box 1051 • Sandwich,MA 02563 •(508)888-9282• Fax 888-5859 Whaling National Park• 13 Hamilton Street• New Bedford,MA 02740•(508)992-6300• Fax 992-5533 www.aflanticcompaninies.com To9�1� , 6- I,& x ye �: 1/Q v g In L7 Date /0 A � O � We re sending you d Project No. Enclosed ❑ Under separate cover Pr 'act ' via 4 O Direct from printer ❑Taxi 6A9 41,07 • - ❑Messenger ❑Other the following items Shop Original O Prints ❑Sepias O Tracings p Reports O Drawings ❑ Drawings ❑Mylar ❑Linen O Specifications O Samples ❑Other Description 4 ,10 ' 13 For your information ❑ Final Plans U Resubmit copies for approval O Unchecked U Returned for corrections ❑ Return_corrected prints ' Q Preliminary O For your review and comment ❑Submit copies for distribution ❑ Revised ❑ For your approval/signature ' Remarks en Si ned /' 1777/ /7 P 107 Copy to ' If enclosures are not as noted.please contact us immediately. Massachusetts Department of Environmental Protection BWSC-104 Bureau of Waste Site Cleanup RESPONSE ACTION OUTCOME(RAO) STATEMENT & Release Tracking Number DOWNGRADIENT PROPERTY STATUS TRANSMITTAL FORM _ 10971 Pursuant to 310 CMR 40.0180(Subpart B),40.0580(Subpart E)&40.1056(Subpart J) A. SITE OR DOWNGRADIENT PROPERTY LOCATION: Site Name (optional) Former Emerson's Cleaners Scree[ 18 Center strept Location Aid: Cnr_ of Cpnter . & Main St ' City/Tam: Hyannis MA 23PCode:42601-0000 Check here if this Site location is Tier Classified. If a Tier I Permit has been issued,state the Permit Number: Related Release Tracking Numbers that this Form Addresses: if submitting an RAO Statement,you must document the location of the Site or the location and boundaries of the Disposal She subject to this Statement If submitting an RAO Statement for a PORTION of a Disposal She,you must document the location and boundaries for both the ' portion subject to this submittal and,to the extent defined,the entire Disposal She. If submitting submitting a Downgradient Prop Status Submittal, you must provide a site plan of the property subject to the submittal and,to the extent defined,the Disposal Site. B. THIS FORM IS BEING USED TO: (check all Mat apply) ' ® Submit a Response Action Outcome(RAO)Statement(complete Sections A,B,C,D,E,F.H,I,J and Q. EJ Check here If this is a revised RAO Statement. Date of Prior Submittal: ' Check here if any Response Actions remain to betaken to address conditions associated with any of the Reines whose Release Tracking Numbers are listed above. This RAO Statement will record only an RAO-Partial Statement for those Release Tracking Numbers. Specify Affected Release Tracking Numbers: Submit an optional Phase 1 Completion Statement supporting an RAO Statement or Downgradient Properly Status Submittal (complete Sections A,B,H,1,J,and Q. Submit a Downgredient Property Status Submittal(complete Sections A,B,G,H.I,J and IQ. ' Check here 6 this is a revised Doxngradient Property Status Submittal. Date of Prior Submittal: Submit a Termination of a Downgradient Property Status Submittal(complete Sections A,B,1,J and Q. Submit a Periodic Review Opinion evaluating the status of a Temporary Solution(complete Sections A,B.H,1,J and L). Specify one: For a Class C RAO ❑ For a Waiver Completion Statement indicating a Temporary Solution Provide Submittal Date of RAO Statement or Waiver Completion Statement: You must attach all supporting documentation required for each use of form indicated,including copies of any Legal Notices and Notices to Public Officials required by 310 CM 40.1400. C. DESCRIPTION OF RESPONSE ACTIONS: (check all that apply) ' Assessment and/or Monitoring Onty Ll Deployment of Absorbent or Contaminant Materials Removal of Contaminated SoilsI Temporary Covers or Caps ' -_ Re-use,Recycling or Treatrrent _' Bioremediation On Site 71 Off Site Est.Vol.: — _ cubic yards Sol Vapor 6draction Describe: .-- ----__-- -- _—_ ��_ Structure Venting System Landfill Cover Disposal Est.Vol.: cubic yards Product or NAPL Recovery ' J Removal of Drums,Tanks or Containers 'i_'.. Groundwater Treatment Systems Describe: ❑ air Sparging C Removal of Otha Contaminated Media U Temporary Water Supplies ' Specify Type and Volume: ❑ Terrporary Evacuation or Rebcation of Residents ' Other Response Actions Fencing and Sign Pasting Describe: SECTION C IS CONTINUED ON THE NEXT PAGE. ' Revised417/95 Rmnarcadas Fnrms AWC(:aiO4 anrf M0 fin narfl Paos 1 of ' Massachusetts Department of Environmental Protection BWSC-104 Bureau of Waste Site Cleanup ' RESPONSE ACTION OUTCOME (RAO) STATEMENT 3 Release Tradang NwMer DOWNGRADIENT PROPERTY STATUS TRANSMITTAL FORM ❑ �� Pursuant to 310 CMR 40.0180(Subpart B),40.0580(Subpart E)&40.1056(Subpart J) 4 - 10971 C. DESCRIPTION OF RESPONSE ACTIONS: (continued) ❑ Check here if any Response Action(s)that serve as the basis for this RAO Statement involve the use of Innovative Technologies. (DEP is interested in using this information to create an Innovative Technologies Clearinghouse.) ' Describe Technologies: D. TRANSPORT OF REMEDIATION WASTE: (if Rernediation Waste was sent to an off-site facility,answer the following questions) Name of Facility. NLA------------.------_ -__--- ' Town and State: Quantity of Rernediation Waste Transported to E. RESPONSE ACTION OUTCOME CLASS: Specify the Class of Response Action Outcome that applies to the Site or Disposal Site. Select ONLY one Class: i_i Class A-1 RAO: Specify one of the following: (�) Contamination has been reduced to background keels. i A Threat of Release has been eliminated. LJ Class A-2 RAO: You MUST provide justification that reducing contamination to background levels is infeasible. ' _ ❑ Class A-3 RAO: You MUST provide both an implemented Activity and Use Limitation(AUL)and justification that reducing contamination to background levels is infeasible. If applicable,provide the earlier of the AUL epiration date or date the design life of the remedy will end: ' Class B-1 RAO: Specify one of the folkrwing: 0 Contamination is consistent with background levels Contamination is NOT consistent with background d levels: ❑ Class B•2 RAO: You MUST provide an implemented AUL. If applicable,Provide the AUL eipiration date: ' ❑ Class C RAO: ❑ Check here it you will conduct post-RAO Operation,Maintenance and Monitoring at the site. Specify One: 0 Passive Operation and Maintenance 0 Monitoring Only 0 Active Operation and Maintenance(defined at 310 CMR 40.0006) F. RESPONSE ACTION OUTCOME INFORMATION: ❑ If an RAO Compliance Fee is required,check here to'certily that the fee has been submitted. You MUST attach a photocopy of the payment. ❑ Check here if submitting one or more AULs. You must attach an AUL Transmittal Form(BWSC-113)and a copy of each implemented AUL related to this RAO Statement. Specify the type or AUL(s)below. (required for all class A3 RAOs and class B-2 RAOs) ' 0 Notice of Activity and Use Limitation 0 Grant of Environmental Restriction Number of AULs attached: Specify the Risk Characterization Method(s)used to achieve the RAO described above and all Soil and Groundwater Categories applicable to the She. More than one Soil Category and more than one Groundwater Category may apply at a Site. ' Be sure to check off all APPLICABLE categories,even it more stringent soil and groundwater standards were met Risk Characterization Method(s)Used: ® Method 1 ❑ Method 2 ❑ Method 3 Soil Category(ies)Applicable: ® S-1 ❑ S-2 ❑ S-3 Groundwater Category(ies)Applicable: ❑ GW-1 ® GW-2 ® GW-3 > When submitting any Class A4 RAO or a Class B.1 RAO where contamination Is consistent with background levels,do NOT specify a ' Risk Charaetertratlon Method. > When submitting any Class A-2 RAO or a Class B-1 RAO where contamination Is NOT consistent with background levels,you cannot use an AUL to maintain a level of no significant risk. Therefore,you must meet S-1 Soil Standards,If using Risk Characterteation ' Method 1. ' Revised 417195 Cunnrcnilnc Fnnnc PlArCr^_nnA ono nln ai Wool Party?riA OC7-18-2000 C1:06.4tt FROIt T-002 P 002/002 F-0"3 Bureau of Waste Site Cleanup RESPONSE ACTION OUTCOME(RAO)STATEMENT L ReleaseTtadung�°"be DOWNGRADIENT PROPERTY STATUS TRANSMITTAL FORM , • Pursuantto 310 CNR 40.0180(Su'tlpert Bk 40.0580(SUDpan E)&40.10W(SubW J) 4 -I 10971 _ 0. DOWNGRADENT PROPERTY STATUS SUBMITTAL If a Oowngtaftm Promw Status S&-ni W Canpliarce Fee is required,chock hereto centty that the fee has been Submitted. You MUST III a pho"y of dna payment. .� Check here if a Roiaase(s:of Oil or Hazardous Motorol(s),other than that whi.-FI IS the aubjed of this submittal,has om ed at this n•2perty ReleeseTmcklr$Numbar(cY--. ._--__ —.._---___--- Chad here r`the Re:eaeee identified above require further Response A.&M ptususm to 310 CMR 40.0000. 'Roqulroc documsntatfon tars Oovmgradtant Property Staves Submittal Includes,but Is not Ilmded to,coplas of outl a pmvldod to ownem and operators or both upgradient and Jowngradbrd abutting proparues and at any known or skafpeuted source propenlaz. ' N. LSP OPINION; I attest under the pains and pe,aRies of perjury that I stave personally a4mined and an tah311ar will this ha siniltal fo.'m.Incbrirg ary and ali doeurnens aeanr", ng thin suomidal. In my prot=iwal opinion and judcnvkvt based talon aoplirafion of(i)the standard of care in 109 CUR ' 4.02(1;,(1 the appllea_He pro islors of 3119 CMR 4.021,2)and(3),and(wl the prMslons of 30A CMR 4.03;5).to the bast of m f knowledge,infomvhor . and belief, 6Ssroon 8 indkaas On1 a Oswngradiont Property Stan:a Submfltal s xinOFravt�d the rkaptv75e ndm(s)that is(aril the sub)en d this • hmhtal(i;has(hie)bean developed and implemented in accordance Wth the applia be previsions of M.G.L c.21E aid 310 r—MR 40 CCGu,(if) Is(ass)approprate end r a5onahle to accomplish the purposes U such re-porse aditn(s)as set forth in 310 CMR 40.0183(2)(b),and(Ji'.Crml>I;es(); wth:I a ide:fified provslons of a6 orde5,porrtSts,and approvats&tlfied in this submittal; > if SnZie+8 h,ckofa3 hoer o4heran RAO Statement:phase i Complatiw Satsment and/or Fpr1009c Review Opinion v:being pmmvdee,the respa ectiori(s)that is(are)the subject of this submittal(il has(him bees dmlcgrsl and implariented in accordance vie the appVioadle crovtsians ' of M G-L c 21E and 3t0 CMF.40.0000,(i)is(are)appropriate aW reasonable to aCtanplish the purposes of such rer,Fonse sctim(s)as set forth In the applicable provisions d UC.L o.21E and 310 CMR 40.0000,and(Ai)complies(y)with the ide ntified pro iSiOr>Of a0 OMers,PI and approvals identified in this submittal. 1 am aware that synfirant penalhFs may result,Including.but rut PopINd to,possibls Fines and in ionsorcrien;d i submit ttamatlun which I knew to be false,htaccursla or materially Incompleta. al(s) Chock here if the Rssptnse Adion(s)on which this opinion is b�.PA id any,ale twere)sut>jec apprrn Issued by DEP or EPA. If the bow is checked,you MUST attach a Statement Iderdifymg trig. vlhemof �y. tT TC`.rJ �-r v LSP#. Ra4e _ Stamp;, Telephone. s ;,1 .— hap S.QS-A97_ ? Ex.; di`�, i..+.•_ H»' FAX:(optional) 992-5r33Signatum _ _ �79q`:tr Date Date: .._ .�.-- ' 1. PERSON MAKING SUBMITTAL NanaofOrgarLuton: _ -- —, •.. Name of Caita TWer _—.--- $bpeb ' City/Town: Mpz r'p, _T Slate: vA ZIP Code: 02j" Telephone: — ._ Pea.: FAX:(optional) J. RELATIONSHIP TO SITE OF PERSON MAKING SUBMITTAL (check one) RP or PRp Specify : owner `� operator •�7 Garneata ( Trersporfvr abler RP or PRP: --- r Rcluclary,Secured Lerakx or Mu i pafdy with Exempt Sidiin(m defined t1y M.G.L 0,21F,s_2) . �J Agency ar Public Ut01ty on a Right a`Way(as defined by M.G.L c.21 E.s.56)) I MyOttnm•pensan Submisuig This Forth Specify Relatiorenip ..._ _ ._.^ Revised 4A195 Sunnr. floc Frnms RW3CYOn4 and n10 fin nan) Feue3 of 4 Massachusetts Department of Environmental Protection BWSC-104 Bureau of Waste Site Cleanup RESPONSE ACTION OUTCOME(RAO) STATEMENT & Release Tracking Number DOWNGRADIENT PROPERTY STATUS TRANSMITTAL FORM Pursuant to 310 CMR 40.0180(Subpart B),40.0580(Subpart E)&40.1056(Subpart J) 4❑ 10971 K. CERTIFICATION OF PERSON SUBMITTING DOWNGRADIENT PROPERTY STATUS SUBMITTAL: 1, ,attest under the pairs and penalties of perjury(i)that I hays personalty examined and am familiar with the information contained in this submittal,including any and all documents accompanying this transmittal form;(6)that,based on my inquiry of thelhose indMduat(s)immediately responsible for obtaining the information,the material information contained herein is,to the best of my knowledge, information and belief,tire,accurate and complele;(III)that,to the best of my knowledge,information and belief,IRhe person(s)or a ty(les)on whose behalf this submittal is made satisfy(ies)the criteria in 310 CMR 40.0183(2);(M that Ifthe person(s)or entily(ies)on whose behalf this submittal is made have provided notice in accordance with 310 CMR 40.0183(5);and(v)that I am fully authorized to make this attestation on behalf of the person(s)or entity(ies)legally responsible for this submittal. IRhe person(s)or eri ty(ies)on whose behalf this submittal is made is/are aware that there are significant penalties,including,but not limited to,possible fines and imprisonment,for willfully submitting false,inaccurate,or incomplete information. By. Title: (signature) For. Date: (print name of person or entity recorded in Section 1) Enter address of the person providing certification,If different from address recorded in Section I: Street: Cityrrown: State: ZIP Code: Telephone: Ext.: FAX(optional) L. CERTIFICATION OF PERSON MAKING SUBMITTAL: If you are completing only a Downgredlent Property Status Submittal,you do not need to complete this section of the form. I, n i a n a ('1 rn,t;P r ,attest under the pains and penalties of perjury(i)that I have personally examined and am fam6iar with the information contained in this submittal,including any and all documents accompanying this transmittal form,(ii)that,based on my inquiry of those individuals immediately responsible for obtaining the information,the material information contained in this submittal is,to the hest of my knowledge and belief,true,accurate and complete,and(iii)that I am fully authorized to make this attestation on behalf of the entity legally responsible for this submittal. I on or entity on wh a behalf this submittal is made artVs aware that there are significant penalties,including,but not limited to, possible fines an imprisonment,for I itting false,inaccurate,or incomplete information. ' By �� Title: Owner (signature) For.-Dig ne 1outier -- Date: (print name of person or entity recorded in Section 1) / ' Enter address of the person providing certification,if different from address recorded in Section I: Street Cityrrown: ...._— _- _ — State: --_ - ZIP Code: - ------------- Telephone: - __. ,_-- .__. Ent.: .- _ FAX(optional) ---_—. - YOU MUST COMPLETE ALL RELEVANT SECTIONS OF THIS FORM OR DEP MAY RETURN THE DOCUMENT AS INCOMPLETE. IF YOU SUBMIT AN INCOMPLETE FORM,YOU MAY BE PENALIZED FOR MISSING A REQUIRED DEADLINE,AND YOU MAY INCUR ADDITIONAL COMPLIANCE FEES. ' Revised 47195 Sunamarfac Fnmta RWCf:-n04 and n1n(in narfl Pace 4 of 4 TOWN OF BARNSTABLE OMPLIANCE: CLASS: 1.Marine,Gas Stations,Repair nters BOARD OF HEALTH satisfactory 3.2.Auto Body Shops unsatisfactory- 4.Manufacturers COMPANY (see"Orders") 5.Retail Stores 6.Fuel Suppliers ADDRESS 4C1a55' 7.Miscellaneous QUANTITIES AND STORAGE (IN=indoors; OUT=outdoors) MAJOR MATERIALS Case lot, 1 Ik Ms IN OUT IN OUT IN OUT #&gallons _277 Test Fuels: Gasoline,Jet Fuel (A) Diesel, Kerosene, #2 (B) Heavy Oils: waste motor oil (C) new motor oil (C) transmission/hydraulic Synthetic Organics: degreasers Misce�ll]aneous: U go sa DISPOSAURECLAMATION REMARKS: o y� m 1. Sanitary Sewage 2. W ter Supply V W cv Town Sewer Public O On-site OPrivate 1� 3. Indoor Floor Drains YES NO)( (' O Holding tank: MDC' J O Catch basin/Dry well O On-site system 4. Outdoor Surface drains:YES NO ORDERS: O Holding tank:MDC O Catch basin/Dry well O On-site system 5. Waste Transporter i Name of Hauler Destination Waste Prod l YES NO 1. 2. (s) nterviewed Inspe t r at TOXIC AND HAZARDOUS MATERIALS REGISTRATION FORM NAME OF BUSINESS: A 17, Mail To: BUSINESS LOCATION: Zi 0— ZVF6�1-, S 7- Board of Health MAILING ADDRESS: S,11:aiI-)e Town of Barnstable P.O. Box 534 TELEPHONE NUMBER: ��f1 ��S' Hyannis, MA 02601 CONTACT PERSON: DC- AM's ' G 1- CeAiLdoac✓ EMERGENCY CONTACT TELEPHONE NUMBER: 71c9p ;2 Does your firm store any of the toxic or hazardous materials listed below, either for sale or for your own use, in quantities totalling, at any time, more than 50 gallons liquid volume or 25 pounds dry weight? YES NO This form must be returned to the Board of Health regardless of a yes or no answer. Use the enclosed envelope for your convenience. If you answered YES above, please indicate if the materials are stored at a site other than your mailing address: ADDRESS: TELEPHONE: LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health has determined that the following products exhibit toxic or hazardous character- istics and must be registered regardless of volume. Please estimate the quantity beside the product that you store: Quantity/Case Quantity/Case Antifreeze (for gasoline or coolant systems) Drain cleaners Automatic transmission fluid Toilet cleaners Engine and radiator flushes Cesspool cleaners Hydraulic fluid (including brake fluid) Disinfectants Motor oils/waste oils Road Salt (Halite) Gasoline, Jet fuel Refrigerants Diesel fuel, kerosene, #2 heating oil Pesticides (insecticides, herbicides, Other petroleum products: grease, lubricants rodenticides) Degreasers for engines and metal Photochemicals (fixers and developers) Degreasers for driveways & garages Printing ink Battery acid (electrolyte) Wood preservatives (creosote) Rustproofers Swimming pool chlorine Car wash detergents Lye or caustic soda Car waxes and polishes Jewelry cleaners Asphalt & roofing tar Leather dyes Paints, varnishes, stains, dyes Fertilizers (if stored outdoors) Paint & lacquer thinners PCB's Paint & varnish removers, deglossers Other chlorinated hydrocarbons, Paint brush cleaners (inc. carbon tetrachloride) Floor & furniture strippers Any other products with "Poison" labels Metal polishes (including chloroform, formaldehyde, Laundry soil & stain removers hydrochloric acid, other acids) (including bleach) Other products not listed which you feel may Spot removers & cleaning fluids be toxic or hazardous (please list): (dry cleaners) Other cleaning solvents Bug and tar removers Household cleansers, oven cleaners White Copy- Health Department/ Canary Copy-Business