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CANNEtSSSSMENT REPORT S PHASE I REPORT ARBORWAY CORPORATION 3593-3651 WASHINGTON STREET JAMAICA PLAIN, MASSACHUSETTS
4 'MIA M1151r'Imnyu'r I1I1'rrI_'r uu ir'wtEIwrI ':;t ti
Commonwealth of Massachusetts Department of Environmental Quality Engineering
- Potential Oil/Hazardous Material Release Site For DEQE Use Only PRELIMINARY ASSESSMENT REPORT Case No. File Name Date Listed PROPERTY NAME AND LOCATION (See Supplementary Instructions) Olapoolion
Property Name' Arboay Corp. UTM Coordinates M Address 3593-3651 Washington Street N 4685350 E 325850 M Latitude/Longlitude Municipality' Zip Code uSGS aod(s)4 42 18 ' i" N Jamaica Plain 02130 Boston South, MA 71 06' 43" W II. OWNERS/OPERATORS Present Owner Arborway Corp. Oate Specific Proprty Use/Activityo Address: 3593-3651 Washington St. Acquired #2 Fuel Oil Storage/ cnctTel.Jamaica Plain - - 3/80 Terminasic#_a i % ActiveRenal.roperty L_1 Inacave Richard T. Horan, Sr. 617 327 4600 3/8 ACIn Present Operator ArborAy Corp. Date Specific Property Use/Activity Address: 3593-3651 Washington St. Stated Same As Above
Contact Jamaica Plain Tel. - 3/80 sic a - Active 0 Inactive Robert A, Baxter, Jr, 617 524 8158 Previous Owner. Atlas Oil Corp. From/To Specific Property Use/Activity Address: Allied Drive Dates probably same ham Tel 12/79 SICprobb y same - 3/80 SIC# Previous Operator General Oil Burner Inc. From/To Specific Property Use/Activity Address: and others Dates 12/79 N.AN.A. Not Available Tel. - - - 3/80 SIC a -
Additional Owner/Operator Information is: L Attached Unknown Not Pertinent
III. GENERAL PROPERTY/AREA INFORMATION Site Locus Map Attached 7 Property/Area Use Property Present Property Past Surrounding Area Check ifproperty is or ever was a known: Industrial Refuse/waste Disposal Area Commercial . ..X .. Gasoline (Service) Station Residential y-... Fuol Storage Depot Agricultural - Industril Manufacturing Facility Undeveloped .- Check If Property is Planned for Development IV. REVIEW OF AVAILABLE RECORDS/INFORMATION
Municipal: Datee Reviewed 10/9JS 9y .4 ayr lCIN ERG Information Source(s): Boston Fire Department Contact Person(s) Inspector Isaac Hendricks Telephone: 6177253622 State: 0 Date Reviewed10/4/89 Sy Kay Reddy ERG Information Sourc e(s): DEP - Northeast Region, Woburn, MA Contact Person(s): Tolephone: 617-935-2160 9 Owner/Operator '0 Date Reviewed /2989By Edward J. Warner Web Encrineerin Assoc. Information Source(s): Arborway Corporation ...... %vl, Contact Person(s)): Robert A. Baxter, Jr. Telephone: 617-3832305 Other 1 Date Rieviewed 1 0 / 5 9 Eyv Kay Reddy of ERG Information Source(s): Boston City Hospital, Office of Environment al Affairs contact Por on(s): John Shea Totephone: 617-424-965i Additional Information/Information Sources are attached: E Yes C No. D IV. SURVEY OF AVAILABLE RECORDS/INFORMATION (Continued.)
Based upon records and available information, have petroleum products or hazardous matorials boon used, treated, stored, or disposed of, on the property? SYes O No Petroleum Hazardous Materials
Undorground Storage Tanks: " Records/Evidenceof Preent/Formor Use: IM Yo No Indicate Numbor of Tanks: Gasoline Fuel Oil Wasta/Oth Oil Hazardous Maidalo Unknown Presently On-site . 0. Romovod p With Capacity 1100 Gallons 0 _ 0 _- Over 10 Years Old - -
Total Number. 0 4 0
Wcatmator' Goncrold? Compooltion Disposal Procont YO ao No 0 Unknown 0 Sanitary 0 Industrial 0 MunicIp SIoer 0 On-Ott 0 Other pact O Yco No 0 Unknown 0 Sanitary 0 Industial Municipal Sower 0 On-ce Other Commontr
In there currently on on-oe water supply wall? 0 Yesn No 0 Unknown. Active? 0 Yes 0 No. Othoroxoilng means for sampling groundwater? 1 Yes No
Indico e Proosnt or Paot Federal/Statio Environmental Prmits/Regulations at the Property. 0 N.P.D.E.S. C] Groundwater Otoharge 0 R.C.RA Generator O n.C.RA. TSo 0 Air Quality 0 Other Commems DEP Case #EIRB-N88-1697
Islare there any record(s) of Criminal. Civil, or Administratlve Actions, at the property due to (alleged) violations of environmental statute or regu- lation? ] Yesa No Comments:
V. PROPERTY RECONNAISSANCE
Property Reconnaissance by Owner/OperatorA . - (Circlo one.) Date 9/29/89 By ward J. Warner o Web Engineerina A-;cr-r Evidence of a Release of Oil or Hazardous Materialo? R Ye N O 0 Potntial if Yes/Potential, Based upon: 0 visual 0 ofactory analytc al/cocr ning comments: See Phase I Report
FOR DEQE USE ONLY:
- On-oite RAeconnoa ance Off-site Roconnalooence By EPA/DEQE/Contfrctor. (Circle one.) Date By Of Evidence of a Release of Oil or Hazardous Materiols? O Yes 0 No 0 Potential
Comments: L2U r~i !Y '1'urrmIur wrI£v111r"2 ' I.wrrr '1 'yr uwrwiglwuifggw nfW
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ID Vll. CONCLUSIONS AND CERTIFICATIONS
Baoed upon all available information angata, pursuant to MGL Chapter 21E, Is there evidence that a release of oilor hazardous materials hao or to occurring at the property? ZI Yes O No [ Unknown at this time
Do property conditions constitute a threat of release? O Yes No C Potontial
If adwr of abovo Is "Yo", aro immediate alto actions necosnory to abate on Imminent hazard to public hoolth, coty. wct, or tho environment due to: Proximity to knotn potable water supplies? O Yen E No Potential for direct human contact and exposure? C Yea R No Potential for fire or oxplosion? 0 ye -1 No Proximity to flahcrtI/cltical habitats? 0 Yec fm No Other O Yca CM No
f aionwohoon bcon onirmcd.cro mmcdiato actiononecconaryto initlato obotmcnl, contaninmntor recovery actions, in orerto ovoid a dluaton w~hao a dday in remedial octions will ubotanutally docroaca the fficioncy and/or dogrco of ultimob clanup? Yco IMlNo
Have rcmediail octions alrody boon taken at the oto? IM YC3 13 Ne NOTE: If immediate aoctlons oaro ncodd. or If rmmodial actions hove already bon token at theaolto, append complct details on naturo of problom and prpocsd/compltcd sitoeactiono.
9OpVrWor/Privt Party (Circo ano.) P onal Environmental Conuttant Nme chard . Horan. r. Name J er Tite President Trie Geoloqist Company Arborway Corporaticn Firm Web Engineering Assoc. Inc, OWs - / 90 Date /- /A- 90 Property Affiliation Owner 2 Additional Information aached to Form
Indiaco Namc(s) of Environmental Asosooment Report(s) prepared for Pre inary Assessent and Phase I Reports prepared by Web Engineering Assoc,
If Form completed by Private Party and/or Professional Environmental Consultant, placo sign: I horeby c that the information fumirned In and with this Form, to the beat of my knowicdge, In true accurate, and complete.
Signare' - La!LSignature: P t 4
VIII. DISPOSITION OF CASE FOR DEQE USE ONLY:
Form compicod by-. PRP/ConouItant/DEQE/DEQE Contractor/Other (Circle one.) Date Rococlved: If not complied by DEOE,tis provided Information: C Adequate Insufficiont naccurot Concluslon- 0 No Evidence of R =onew 0 R ase Confirmed Poential Acnoats - Further Irnotgatlon Required
Dtpootion of Coan: NOAction C Ro-do PA C Pero , 0 prform IRM 0 ottr
Enforcement Poosition: C N.A. O Send N.O.R 0 N.O.fR. cent O whr Comndcnft
DEQE STAFF: TITLE SIGNATURE DATE. 185 Industrial Road Franklin P.O. Box 617 Ucensed and Permitted in the Pu m p ing Wrentham, MA 02093 United States and Canada Service Inc. TEL 508-384-6151 FED. EPA ID #MAD084814136
ENVIRONMENTAL SERVICE PROFESSIONALS
November 22, 1988
Mr. Bob Baxter Arborway Corp. 3607 Washington Street Jamaica Plain, MA 02130
Dear Bob:
Enclosed please find our quotation and associated analytical work in reference to the contaminated soil generated from an oil spill. Upon review of the analytical work, it is determined that the soil will have to be disposed of out of state. JD Should you have any questions, please do not hesitate to contact my office. Sincerely,
Raond R. Franklin Sales Representative
RRF/vr Enclosure £ThJIIY!TtIT TH!1UPIllPPI 1 Iiu1R:BIEUl s, * P i *"Y nh .. 1r'
Franklin 185 Industrial Road P.O. Box 617 Licensed and Permitted in the Pumping Wrentham, MA 02093 United States and Canada Service Inc. TEL 508-384-6151 FED. EPA ID #MAD084814136 ENVIRONMENTAL SERVICE PROFESSIONALS
November 22, 1988
Arborway Corp. Quote #1472 3607 Washington Street Jamaica Plain, MA 02130 Attention: Bob Baxter
QUOTATION Load, transport and dispose of contaminated soil. ------
TRANSPORTATION: $ 1,000.00/trip © DISPOSAL: (Includes Mass. Hazardous $ 72.00/ton Waste Transporters Fee)
MISCELLANEOUS CHARGES: Liners $ N/C Loading (if required) $ 65.00/hour
THIS QUOTATION IS SUBJECT TO THE FOLLOWING TERMS AND CONDITIONS: Unless otherwise noted all prices are quoted before any fees and taxes. Applicable fees or taxes will be billed separately on your invoice. Arborway Corp. hereby certifies the waste shall be in conformance with analytical data and other specifications provided to Franklin Pumping Service, Inc., prior to pick-up.
To the extent the waste does not conform, Arborway Corp. shall indemnify and hold Franklin Pumping Service, Inc., harmless from all liability and damages arising therefrom and Franklin Pumping Service, Inc., shall be released from all its obligations under this agreement.
Arborway Corp. is solely responsible for the appropriate DOT and EPA markings, labels, and construction specifications of waste containers. L::I I 11IF4JUgr, q' 'uu'inn rl1' liut, r;ur.!i' jfl3'Iar ;7 IwIgTwr **
Arborway Corp. qQuote #1472 Continued Under Massachusetts "Right to Know" legislation, Franklin Pumping Service, Inc., requests that all generators supply Material Safety Data Sheets for any aforementioned waste before any waste will be transported. All Franklin Pumping Service, Inc., transactions shall be conducted within existing EPA, DOT, DEQE, and ICC mandates.
Prices quoted are effective for thirty (30) days from the date of this quotation. Terms: Net 15 days from invoice date, with a 1.5% finance charge per month on overdue invoices. If this quotation is acceptable, please return one copy of the proposal signed by an authorized representative of your company.
Arborway Corp. Franklin Pumping Service, Inc.
By: B: ~(, Ak______yaymond IR. Franklin
Title: Title: Sales Representative
DDate: Date: i- - RRF/vr
Franklin Pumping Service Inc. 185 Industrial Road, Wrenthom. MA 02093 Il Tn iII' Il rl ' 'I' i i u U 5 I' I ..K . ... v
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ALPHA ANAIM CAL IABC RTES 200 Homer Avenue Ashland Tedhnology Center Ashland, Massadiusetts 01721 (508) 881-3503
MrIaFICATE OF ANALYSIS
Client: Franklin Pumping Service Job Number: 882445
Address: PO10 Box 617 Industrial Road Invoice Number: 5986
Wrentham, MA 02093 Date In: 11/01/88
Attn: Donald Johnson Date Reported: 11/15/88
Sample Descriptaion: One soil sample
FS PO10#2463
REFERENCES:
1. Test Methods for Evaluating Solid Waste: Physical/Chemical Methods. EPA SW-846. 1982.
2. Standard Methods for Examination of Water and Waste Water. APHA-AWWA-WPCF. 15th Edition. 1980.
3. Methods for Chemical Analysis of Water and Wastes. EPA 600/4-82-055. 1982.
4. Oil Spill Identification System. CG-D-52-77 U. S. Coast Guard. 1977.
'Z Authorized by- Scott McLean--laboratory Director '.iIW'IT41U114iEih ruraiugnv'!,I 11* 1.ailim'uu '14iiru'.1
ALPHA ANALYTICAL LABORATORIES CERTIFICATE OF ANALYSIS
Client: Franklin Pumping Service Sample Number: 882445.1
Analysis Requested: Analysis as listed below Date Received: 11/01/88
IDate Reported: 11/15/88 Client Ident: 2358 Sample Location: Sample Description: Soil Sample Container: Metal can, VOA vial # of Containers: 2 Field Prep: None
PARAMETER RESULT UNITS MDL* INST REF** METHOD EXTRACT ANALYSIS
EP Toxicity DExtraction ------1 1310 11/02/88 . RCRA 8 Metals Arsenic ND mg/L 0.005 HGA 1 7060 -- 11/04/88 Barium 0.20 mg/L 0.05 ICP 1 6010 -- 11/04/88 Cadmium ND nmg/L 0.01 ICP 1 6010 . 11/04/88 Chiromium 0.06 mg/L 0.02 ICP 1 6010 --- 11/04/88 Lead 3.30 mg/L 0.05 ICP 1 6010 --- 11/04/88 Mercury ND mg/L 0.0005 CV 1 7470 ---- 11/04/88 Selenium ND ng/L 0.005 HGA 1 7740 11/04/88 Silver ND mg/L 0.003 HGA 1 7761 -- 11/04/88
Total Metals Barium 44.0 mgq/Kg 1.0 ICP 1 6010 -- 11/08/88 Lead 740 mg/Ng 1.0 ICP 1 6010 11/08/88 Flashpoint >200 F - 4MCCT 1 1010 --- 11/09/88
Total Hydrocarbons 32,000 rg/Kg 40 IR 2 503BCE -- 11/02/88
PCB's ND mg/Kg 1 GC 1 8080 -- 11/04/88
Volatile Organics
Volatile Halocarbons ND ug/Kg 1* GC/MS 1 8240 11/11/88 Volatile Aromatics Xylenes 17,000 ug/Kg 1* GC/MS 1 8240 ---- 11/11/88
1* A list of PCB's, volatile halocarbons, and volatile aromatics analyzed for and their detection limits accompanies this report.
* MDL--Method Detection Limits (same units as the Results) ** REF--Reference as cited on the cover (first) page of this report. ALPHA ANALYTICAL IAORATORIES CERTIFICATE OF ANALYSIS
Client: Franklin Pumping Service Sample Number: 882445.1D
Analysis Requestaed: EP Toxicity Extraction, RCRA 8 Date Received: 11/01/88 Metals, and Total Barium and lead Date Reported: 11/15/88 Client Ident: 2358 (duplicate) Sample Incation: Sample Description: Soil Sample ntainer. Metal can, VOA vial 9 of COntainers: 2 Field Prep: None
PARAMETER RESULT UNITS MDL* INST REF** METHOD EXTRACT ANALYSIS
EP Toxicity Extraction - - -- - 1 1310 11/02/88 RCRA 8 Metals Arsenic ND mgq/L 0.005 HGA 1 7060 -- 11/04/88 Barium 0.21 ng/L 0.05 ICP 1 6010 --- 11/04/88 Cadmium ND mg/L 0.01 ICP 1 6010 11/04/88 Chromium 0.06 nmg/L 0.02 ICP 1 6010 -- 11/04/88 Lead 3.30 mg/L 0.05 ICP 1 6010 11/04/88 Mercury ND mg/L 0.0005 CV 1 7470 11/04/88 Selenium ND mg/L 0.005 HGA 1 7740 --- 11/04/88 Silver ND mg/L 0.003 HGA 1 7761 11/04/88
Total Metals Barium 39.2 ng/Kg 1.0 ICP 1 6010 --- 11/08/88 Lead 640 nmg/nKg 1.0 ICP 1 6010 ---- 11/08/88
* MDL--Method Detection Limits (same units as the Results) ** REF-Reference as cited on the cover (first) page of this report. Li ipilIIIO1VT1'111m1E1J1 'prn11 ! K1"uuOU, IFiiTmiuiunl' WVI It' fi 1W y yyp
POLYCHLORINATED BIPHENYLS
PARAMETER
PCB 1016 Arochlor 1221 Arochlor 1232 Arochlor 1242 Arochlor 1248 Arochlor 1254 Arochlor 1260 Arochlor 1262 Arochlor 1268
Method Detection Limit: 1 mg/Kg tiIrIpI T1 I E'1"Y'UE1,w ! jt - ;11YjEiji! ii ii . * :'w. , :Il ... *YrnhIuqRIW7 uw 1wMl~~
VOIATLE aRGANIC BY GC/S Method 624 and 8240
Parameter Method Detection Limit
Methylene dloride 2.8 ug/L 1, 1-Didilorcethane 4.7 ug/L Chloroforanm 1.6 ug/L Carbn tetradchloride 2.8 ug/L 1, 2-Didlorprvpane 6.0 ug/L Dibrnmochloramethane 3.1 ug/L 1, 1, 2-'rridaloroethane 5.0 ug/L 2-Chloroethylvinyl ether 10.0 ug/L lbtradhloroethene 4.1 ug/L Chlorabaenzene 6.0 ug L Tridchlrofluaramethane 5.0 ug/L 1, 2-Didalcroethane 2.8 ug/L 1,1,1-Tridclaroethane 3.8 ug/L Brunmdidclorcmethane 2.2 ug/L trans-i, 3-Didchlaorprpene 5.0 ugV/L Cis-1,3-Didhlorpropene 5.0 ug/L Brumofarm 4.7 ug/L 1,1,2,2-Tetralooethane 6.9 ug/L Benzene 4.4 ug/L Toluene 6.0 ug/fL Ethyl benzene 7.2 uq/L Xylenes 10.0 uJ/L llormet.an . 8.0 ug/L Brcmathane 7.0 ug/L Vinyl cdiloride 6.5 ug/L Chloroethane 7.5 ug/L 1, 1-Didlloroethene 2.8 ug/L 1, 2-Dicdlloroethene 1.6 ug/L Tridihloroethene 1.9 ug/L 1, 2-Dichlorabenzene 10.0 ug/L 1, 3-Didlor3enzene 10.0 ug/L 1, 4-Didchlorobenzene 10.0 ug/L Styrene 10.0 ug/L
NOrE: Detection limits in soil and sediment are 50X higher.
Detection limits are 1,000X higher. IIil lili HI II|IPIW0 i jTINig~tmk:!L !'I WE0 i F ="npiiar r w COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL QUALITY ENGINEERING DIVISION OF SOLID AND HAZARDOUS WASTE One Winter Street . Boston, Massachusetts 02108 'lease print or type. (Form designed for use on elite (1 2-pitch) typewriter.) 1.Generator US EPA ID No. Manifest 2.Page 1 Information in the shaded areas SUNIFORM HAZARDOUS 'I l" ! I . 1:2.1. I I 11! It!::loDocument :: - No., WASTE MANIFEST of is not required by Federallaw. 3. Generator's Name and Mailing Address A. State Manifest Document Number !Huhes011 (Arborw~y Cor .) . MA IC659570 150 Spring Stret. Hest Roxbury, tA 02132 B.StateGan.ID3625 Washington St. 4. Generator'sPhone (617 ) 524-3t153 lJartalr Plan l. RA 5. Transporter 1 Company Name 6. US EPA ID Number C.State Trans. ID - Franklin Pumpin ServI . The. l 010114A 1 I-1 Ip ll ) 9P $0-4- 7. Transporter 2 Company Name 8. US EPA ID Number D. Transporter's Phone( ) )3 S.SS I E.State Trans.ID 9. Designated Facility Name and Site Address 10. US EPA ID Number Sawyers EnvIronmental Recovery F.Transporter'sPhone I 35A Emerson Mill Road G.StateFacility's ID Not Required Ha men . ine 0I444 I I I I. I H.Facility'sPhonel ' ) 12. Containers 13. _ 14. 1. 11. US DOT Description /Including Prope Shipping Name, Hazard Class, and1DNumber) _Total Unit Waste No. No. Type Quantity Wt/Vol a. Hazardous Waste Solid n.o.s., ORP.-E, A9189 . - -I-- DI T1/7 -_4 I G b NirE .
R c
R . - . -
J. Additional Descriptions for Materials Listed Above (include physical state and hazard code.) K. Handling Codes forWastes Listed Abov a. c!!en, inll+t4 ;l " c. ae. I "" I
7 b. .1 d. b. I d 15. Special Handling Instructions and Additional Informationw A In case of eaergency. call Jeff Franklin at 509-384-6151 or 508-695-72?7
16. GENERATOR'S CERTIFICATION: I hereby declare that the contents of this consignment are fully and accurately described above by -I- proper shipping name and are classified. packed, marked, and labeled, and are in all respects in proper condition for transport by highway according to applicable international and nationalgovernment reguftiono- -
If I am a large quantity generator, I certify that I have a program in placeto reduce thevolume and toxicityofwaste generatedto the degree I have determined tobe economicallypracticable and that I have selected the practicable method of treatment, storage, or disposal currently available to me which minimizes the present and future threat tohuman health and the environ- ment; OR, ifI am a small quantity generator. I have made a good faith effort to minimize my waste generation and select the best waste management method that is available to me and that I can afford. - " " rp Date .Printed/Typed Name s- r..- Signature / Month Day Year
T 17. Transporter 1 Acknowledgement of Receipt of Materials " Date R Dt S htedTypedNam -- ignature . Month Day Year
0 18. Transporter 2 Acknowledgement of Receipt of Materials ' Date R T Printed/TypedName. Signature Month Day Year
19. Discrepancy Indication Space F A C
20. Facility Owner or Operator: Certification of receipt of hazardous materials covered by this manifest except as noted in Item 19.
SDate Printed/TypedName Signature Month Day Year I I lI llI F m Approved OMB No 2050-0039. ExDjres 9-30-91 I PA Form 8700-22 (Rev. 9-86) Previous editions are obsolete. COPY>8: GENERATOR-RETAINEDBYGENERATOR SIIIII I111111 II IfNIY 1f llBliihRIFJ4 Ii 1 "I'l I I! "W5If
P.O. Box 617 MASS EPA ID NO. Industrial Road MAD084814136 /04ThT~ffD MC Wrontham, MA 02093 617-384-6151
INVOICE TO: JOB LOCATION: SHIPPED TO:
Hughes Oil (Abborwray Corp.) Sawyers Environmental! Recovery 160 Spring Street 3625 Washington Street 2.58 Emersmn Mil! Road W. Roxbury, MA 02132 Jamaica Plain, MA Hampden, Maine 04444 ob 61/-524-8158 207- Z82-4200 CUSTOMER P.O INVOICE NO TRACTORITRAILER SALESMAN TERMS INVOICE DATE -.t 2, -336 NET10 DAYS i t/
DESCRIPTION OF WORK PERFORMED PRICE AMOUNT TRANSPORTATION Of yds. Contaminated Soil 5 DISPOSAL
5 PORTALTO PORTAL
LOADING -OFF LOADING .Same day -- _" _ , _"
SFACILITYW/O# 1-17 SCODE# W#. -
r MANIFEST DOCUMENT # ' - " PLEASE PAY THIS AMOUNT ...M L 1______
DE 'ARTURE FPS: LOADING L..l- WAT £c Lcb - AR IVAL ACTIVITY LOG GE JERATOR SITE: LDAOJ-Co.X&.- trAPt4taa(- JO I COMPLETED: -. I -. 5 RE IURN FPS • r't . ,-. • . . L k O{" . . l Y" ,ii , --- lf ltI1. l lll /ill)" ,llJ ' " l }i
DR VER SIGNATURE ( DATE AUTHORIZED SIGNAt JRF
AR TIVAL OFF LOADING S11 E: ACTIVITY LOG:_ TIK E BEGAN OF: LOADING:_
TIN E COMPLETED OF LOADING:
RE "URN FPS
D IVER SIGNATURE S DATE ITIONALMENTS" AUTHORIZED SIGNATI EAP AUTHORIZED SIGNATURE ADZ COADE ITIONAL COh MENTS:
Blue Copy. Office Copy WhIte Copy, Transporter Canary Copy. Facility Pink Copy Generator 'ii +tl'I rrl'n+! q' i FIr! +pgy++I ]5 *...... ~ ' ~~~~udur FOR HELP IN CHEMICAL EMERGENCIES INVOLVING SPILL LEAK. FIRE OR EXPOSURE CALL TOLL-FREE 1-800-424-9300 DAY OR NIGHT SHOPPINGiNS~ ~ ORDEROR ~ E "fttt~iblynn beP~N C"""."',""" filledin, ""in Ink, inl"""'Indelible pe'' Pencioi " AS Agen. Shipper's No.No.by ______
CIJER: Franklin Pumping Service, Inc. -Carrier's No. SCAC Date K T: Sawyers Environmental Recoveryt FROM: Hughes Oil/Arborway Corp. C( nsignee 358 Emerson Mill Road Shipper 3625 Washington Street St eet Hampden, Maine __ 0444 4 Street Jamaica PlainU.MA Dustination Origin "Vehicle R( ute: Number 13f-331
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!a w-milliaMMMks. dL 4r , Man / X Hazardous Waste Solid n.o.s. ORM-E NA9189 /7 Y pJt#-"
REmit C.O.D. to: per quotation C.O.D. FEE: Ac dress: Prepaid [ Cil y: . .State: - Zip: U U Amt: .$ . .... Collect [] $ NOTI - Where the rate isdependent on value, shippers are required to state specifically in =, , .~ ... FREIGHT CHARGES writil gthe agreed or declared value of the property. The agreed or declared value of the Property n.. .w . u. * ,* d s ! is he Sabyspecifically stated by the shipper to be not exceeding . Per - ns... na... ] PREPAID [] COLLECT RECEIVED.sublMect to the classifications and lawfully filed tariffs in effect on the date of issue of thisBil of tading, the propertydescribed above in apparent geod order. Sacpt as ntote I(ontentsand coldomeon of contents of ackagesunkrnown), marked. constoigned. and destined as indicated above which sadsrd carridr (the w carrier baig understood throult this contract as mearniag any person cor soration inpoesion of the propety under eta Sntraclt) agrees to carry o its usual place of delivery at said destination, ifon its route. otherwise to datre, to another carier on the route to said destination It is muully ree asto each carrier of all or ty of. said preswty all any portion of said route to destination and as to each party at any time interested in all or any said property, that every senryviceto be performed hareunder shallbe suobetn to all the bill of ladirngts and tonditions in ntng classification on thedata of shipmnent. r hsereby certifies that he is familiar with all the bll of lading terms and conditions in the governing classificatonet and the said tenasand condi tion arehereby agreed to by the shipper andacceplted fr tiinsef and his
A-nor. lrd ar in p ope a treis : east abe a . h o. E - RNISMEO BY CARRIES mis. O' Dopem sI as Troanran Aa- piirsm ,VER SIGNATUR re Cl, - S FFIP ah Hnr1A CARRR: Frankl Ln Penn Service PE A PER DA TE: ' rO DATEJ -/a - /.Li-6 Ca3Agentnmoot dsifmiS nd SIPisOakrsadmdsi thaoisUeall d 9-BLS-A3 FOR HELP IN CHEMICAL EMERGENCIES INVOLVING SPILL LEAK, . (Rev. 6/87) FIRE OR EXPOSURE CALL TOLL-FREE 1-800-424-9300 DAY OR NIGHT I !W' NI lIIUr P' 11'UJII FI" EI I Y FL'i !F !" rr'r,,,I',
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185 Industrial Road Franklin P.O. Box 617 Licensed and Permitted in the Pumping Wrentham, MA 02093 United States and Canada Service Inc. TEL 508-384-6151 FED. EPA ID #MAD084814136 ENVIRONMENTAL SERVICE PROFESSIONALS
November 3, 1988
Arborway Corp. Quote #1409 3625 Washington Street Jamaica Plain, MA 02130
Attention: Bob Baxter
Re: Oil Spill Clean-up
QUOTATION
Remove and stockpile contaminated soil located around above ground storage tanks at Arborway Terminal.
LABOR: Four (4) man Hazardous Materials Crew $ 137.00/hour Over time after eight (8) hours $ 205.00/hour DVEHICLES: Rackbody Truck $ 170.00/day
SAFETY GEAR: $ 125.00/day
EQUIPMENT: Vactor $ 1,600.00/day Bobcat (if required) $ 225.00/day Poly $ 60.00/roll
THIS QUOTATION IS SUBJECT TO THE FOLLOWING TERMS AND CONDITIONS:
Unless otherwise noted all prices are quoted before any fees and taxes. Applicable fees or taxes will be billed separately on your invoice.
Arborway Corp. hereby certifies the waste shall be in conformance with analytical data and other specifications provided to Franklin Pumping Service, Inc., prior to pick-up.
To the extent the waste does not conform, Arborway Corp. shall indemnify and hold Franklin Pumping Service, Inc., harmless from all liability and damages arising therefrom and Franklin Pumping Service, Inc., shall be released from all its obligations under this agreement. Arborway Corp. Quote #1409 Continued
GArborway Corp. is solely responsible for the appropriate DOT and EPA 'markings, labels, and construction specifications of waste containers.
Under Massachusetts "Right to Know" legislation, Franklin Pumping Service, Inc., requests that all generators supply Material Safety Data Sheets for any aforementioned waste before any waste will be transported. All Franklin Pumping Service, Inc., transactions shall be conducted within existing EPA, DOT, DEQE, and ICC mandates. Prices quoted are effective for thirty (30) days from the date of this quotation.
Terms: Net 15 days from invoice date, with a 1.5% finance charge per month on overdue invoices.
If this quotation is acceptable, please return one copy of the proposal signed by an authorized representative of your company.
Arborway Cor Franklin Pumping Service, Inc. By: &ett 9 ByTitle: / i R4ymondR. Franklin Title: I~l 0AT. koa-cc Title: Sales Representative IDate: /-/ Date: I \- 9 - gg
RRF/vr
Franklin Pumping Service Inc. 185 Industrial Road, Wrentham, MA 02093 r i i. .II uri. u ..... I...... , ! i ' i' 'l" 'lI
Franklin 185 Industrial Road P.O. Box 617 Licensed and Permitted in the Pumping Wrentham, MA 02093 United States and Canada Service Inc. TEL 508-384-6151 FED. EPA ID #MAD084814136 ENVIRONMENTAL SERVICE PROFESSIONALS
DATE . CUSTOMER PHONE # JOB SUPERVISOR REPORT TO JOB NUMBER 2342H 11/4/88 617-524-8158 1,- PHASENUMBER SAC , - . to 1t,T(PAENME N ime Arborway Corporation Job Location same Ad4dress 3607 Washington Street Jamaica Plain, MA 02130 Remove and Stockpile State Job Description contaminated soil oer auote#140
Name Tot. Reg O.T. Sun. Travel Name Tot. Req T Sun, Travel Name Hrs.Yj Hol. Hrs. Reg T Hol.
" UNI S EQUIPMENT DESCRIPTION HRS./DAYS QTY. .- . SAFETY GEAR QTY. MATERIALS/MISCELLANEOUS
Bob Cat . Laminated Tyveks . DOT 17H Drums Trailer • Regular Tyveks DOT 17E Drums . Steam Cleaner I ; :. Saranex Tyveks DOT 6D Drums .- Laser Washer Polycoated Tyveks ' Recovery Drums ' . Pressure Washer . Full Encapsulated Suits Bags Speedy Dry . . - ,
Backhoe . Raingear Lbs. Dry Ice . . Bulldozer Playtex Gloves Gallons Diesel Fuel Sawsall Viton Gloves DOT Labels Generators H. 0. Gloves EPA Labels Air Compressor . Surgical Gloves Sawsall Blades Jack Hammer Boots Polyliners
Comb. Gas. Ind. . '.Half-face Respirators Rolls Poly . ' Explosion Prf. Lgts. Full-face Respirators , . Poly Bags Acid Pump - Cascade System . Asbestos Bags.. Boats . Self-contained Breathing Apparatus 3M Pads Ridgid Booms - Air Bottle Refills Absorbent Booms Hand Tools / ' • Rolls, Duct Tape 4 PerV(/4Tor Diem/Substance 1.-Safety Gear per quote .. . $125.Ioer day
UN" S VEHICLE DESCRIPTION HRS./DAYS -
Vacuum Truck Pick-Up Truck COMMENTS PRA AA o a A S Rack Body Truck / ) p.', Response Van Spf -i <5, A, Dump Trailer Low Boy Trailer s- P1 PM Roll-Off Trailer 1 Roll-Off Boxes Tsp r , -f,4
SIGNATURE I DATE / j 1p1limlillillp j 1111T 111111111i'llp ',1 -1 j I ' lip JJL 11!?If 71111[j sit I
185 Industrial Road Franklin P.O. Box 617 Licensed and Permitted in the Pumping Wrentham, MA 02093 United States and Canada Service Inc. TEL. 508-384-6151 FED. EPA ID #MAD084814136 ENVIRONMENTAL SERVICE PROFESSIONALS
November 10, 1988
Arborway Corporation 3607 Washington Street Jamaica Plain, MA 02130
Attention: Mr. Bob Baxter
INV OICE
Job#2342H-13-Remove Contaminated Soil from Containment Area, Stockpile Soil and Dig Test Pits per quotation #1409:
11/4/88 - Labor (9/2) hrs $1,403.50 Vehicle $ 170.00 Safety Gear $ 125.00 (1) Roll Poly $ 60.00 Vactor $1,600.00
Amount due $3,358.50
Thank you RF/cn
Terms: Net 15 days from invoice date, with a 1.5% finance charge per month on overdue invoices. A1D ENVIRONMENTAL SERVICES COMPANIES TOTAL TANK SERVICES 265 WOOD ROAD BRAINTREE, MASSACHUSETTS 02184 (617) 849-1800
Septemriber 22, 1987
HUGHES OIL CO. 160 Spring Street P.O. Box 187 W. Roxbury, MA 02132
ATTN: Mr. Richard Horan
Dear Rich,
Clean Harbors, Inc. is pleased at the opportunity to present this D contract price of $4,700.00 (four thousand seven hundred dollars) 9 plus S.75 per gallon liquid disposal charge for the cleaning and removal of three 1,000 gallon and one 500 gallon fuel oil tanks located at your 3607 Washington Street, Jamaica Plain facility.
Clean Harbors, Inc. will supply the following:
A. SUPPLY NECESSARY FIRE PERMITS: B. CLEAN FOUR TANKS TO A GAS FREE CONDITION: C. PURGE TANKS WITH NITROGEN AND SEAL TANKS: D. EXCAVATE AND REMOVE TANKS: E. TRANSPORT AND DISPOSE OF TANKS AT A CERTIFIED SCRAP YARD. F. BACKFILL EXCAVATION, BRINGING UP O10EXISTING GRADE.
Clean Harbors, Inc. would not be responsible for any pollution that may lie under existing tank.
All work done in regards to pollution will be performed at our published time and material rate.
Also, Clean Harbors, Inc. would not be responsible for the dD replacement of asphalt or concrete if necessary.
KINrGSTON, MA NATIG MA SCIUTH 005'O MA N SOUTH PM .NO. AI.[3lN] iiY PROVIbUUCE Nl NOfl$[1] NH FAMINGTo,.C tft7) 58S-5 11II ' 65-8$65 " )I ZO') 520f9 II 1 HI 1. 014)IU41' I i3i;303. l103} 2Q31E74A.10 | 5II3 I 1Vf1l114 IIPEmRlY 3iEJIF~huuuWEI~itn *' Uq'W r 'r 7r" mlIqai'plnuga *5ww5
UVIMUNVVLALI H Ut- MASSALMU5 I IS DEPARTMENT OF ENVIRONMENTAL QUALITY ENGINEERING DIVISION OF SOLID AND HAZARDOUS WASTE . One Winter Street Boston. Massachusetts 02108 wORK gPR tlp~orint or tpe. (Form designed for use on elite (12-pitch) typewriter.) 0 UNIFORM HAZARDOUS 1. Generator US EPA IoNo. DocumentManifes No. 2. Page Informationintheshadedareas WASTE MANIFEST [l gyqi'(Il I fligl.|,_,l9 to p - / of isnotrequiredbyFedera law. TL 3. Generator's Name and Mailing Address .o A StateMariffes - 'e r ".
ewo<. g /rWp.3 S htronS;..StaeGen. :T3T,. . . BrfCJ9PrnA;.. ID <•:. D-. 3".-X, -- :'
4. Generator's Phone 0'C
Transportera. 1 Company Name 6. . US EPA ID Number State TrWD .
7.T sotr2CmayNm SEPA ID Number . 0 TrinsoerPhna ''fk~, 9. Designaited Facility Name and Site Address . 10. US EPA I Number . "" 'F t S 10. USEP1IDNube jo k Q& Lt
.12. Containers 13. . 14. , 11. US DOT Description flncluding Proper Shipping Name, Hazard Class" end lD Number) . . Total Unit No. Type Quantity WtNol
p.....e .... n - ma. -, _ad a r - c .. .e,l.,a....L d o, n h ... LL Sc t irtra. o. l .o. .t
1. Spcil anligLntrcton ndAditonlinoraton_
)d.":. " • :,: i .. - "• . '.
, . ....- . . , .. t,t. m.. t...... ,. .. '- :"wv-4> .
15. Special Handling Instructions and Additional lnfornmation >_ . . . .
:-proper shipping name and ie clasfied. packed. markad, an~dlabeled, and are in allrasoects in proper con~dition to' transport byfhighway .. -ccordinga toapplicable international and nationai government reouletmona...... : ......
If a m large quantify generator. I certify tut Ihave s progiam inplace toreduce the volume and toxicity of waste generated to the degree I have determined to b iconomicallypracticable and.that I have selected the practicable method of treatment, storage or disposal currently available to me which minimizes the present end future threat to humtan health and the environ. ment- OR. If I am a small quantity generaor, I have made a good faith aflort to minimize my waste generation and select the beet waste management method that is available to me and that I can afford. Date Prined/ype Name . , - . . S" rMonr lay Year
7. Transporter 1 Acknowledgement of Receipt of Materials . . 'Die . Printed/TypedName " 5, ature Month ay Year
18. Transporter Acknowledgementof Receipt of Materials . . . Date
Printed/Typed Name - . . v " " Signature - Month Day Year
19. Discrepancy Indication Space
20, Facility Owner or Operator: Certification of receipt of hazardous materials covered by'.this manif xcept as noted in Item 19.
2< -. . . n5p~jxe.ta
A''&dMB Dt F ' ' -i ER Form 8700-22 (Rev. 9-86) Previous editions are obsolete. . IlIrll. ltfhl'I!'1U';IIK'IrF PPlIJIIIWI UU ,h It! r. 'i .. ~'''r wi w ~ n
E t OF DISPOSAL OF UNDERGROUND STEEL STORAGE TANK - O >-: NAME AND ADDRESS [OHN C TOMBARE~LO SONS 4/ OF 07 MARSIC:; S. APPROVED TANK YARD _ AWFNCi *.ASS O1 APPROVED TANK YARD NO. I- A - 0 1 Tank Yard Ledger 502 CMR 3.03(4) Number: ' / I certify under penalty of law I have personally examined the undergrtund stee r age delivered to this "approved tank yard" by fin, orporaton or partnership_ ._ _ _ and accepted same in conformance with Massachusetts Fire Prevention Regulation 02 CMR 3.00 Provisions for APzoving Underground Steel Storage Tank fisantling yards. A valid pptMt was issued by LOCAL Head of Fire Department DID & c to transport this tank' 4o this yard. 2 Name and official ti of approved tank yard owner or owners authorized representative:
/ / SIGATURE TITLE DATE SIGNED SThis uigned recipt of disposal must be returned to the local head of the fire department D SC= - p ursuant to 502 CR 3:00. (FPACH K HEr HhV A EMCPT DISPOAL)
FOM F.P. 291 (OVER) HS E SWE FIRE KRWsHALS OFFICE
RECEIPT. OF DISPOSAL OF UNDERGROUND STEEL STORAGE TANK - CC NAME AND DDRESS -.. rnAARFLO & SONS OF 7A7 MARSIfN ST APPROVED TANK YARD *AwoRNrr MASS 01241 ,A PROVED TANK YARD NO. - nk Yard Ledger 502 CMR 3.03(4) Number: . 2 0 2 / o I certify under penalty of law I have personally examined the underground steel trage ank delivered to this "approved tank yard" by finn, corporation or partnership _7 //7 ' C and accepted same in confonrmance with Massachusetts Fire Prevention Regulation 502 OMR 3.00 Provisions for Approving Underground Steel Storage Taqk ismantling yards. A valid permit was issued by LOCAL Head of Fire Department FDIDI s . C . to transport this tank to this Name and fficialj- approvedal tank yard owner or owners authorized representative:
SIGNATURE TITLE DATE SIGIED s siqed 5regipt of disposal must be returned to the local head of the fire department I ?S. Q >' pursuant to -502 R 3:00. (EACH TANK U HUVE A P O' DISPOSAL)
FORM F.P. 291 (OVER) M.SSCLnUSEI SThTE FIE MARSH&MAL'S OFFICE
ECEIPT OF DISPOSAL OF UNDERGROUND STEEL STORAGE TANK S
1AME AND ADDRESS 1HN0C TOMBARELIO & SONS OF 07 MASSTON SI ) PPROVED TANK YARD 2&ARwC ASS57. 0TQ4I IPPROVED TANK YARD ,NO. i- . 9 0 ank Yard Ledger 502' CMR 3.03(4) Number: F 2 Z / I certify under penalty of law I have personally exanined the underground steel storage tank delivered to this "approved tank yard" by firm, corporation or partnership ( /er /'-t< - ,and accepted same in confonnance with Massachusetts Fire Prevention lation~/02 QIR 3.00 Provisions for Approving Underground Steel Storage Tak antling yards. iIed t was issuedal by LOCAL Head of Fire Departrent mFDID# tantranstportrd tC transr-t Sai offic ti of approved tank yard owner or owners authorized representative:
/- -- - c(..(S',j SINAURE TITLE DATE SIGNED L1s signed reeipt of disposal must be returned to the local head of the fire deparent F) M '_- - _ pursuant to 502 R 3:00. (EACH TA MJSE' HAVE A : ~m'q~;pq "uu"r'm;ri ni uw.n'1imn;usu;.r * 2 y'r. ~ * * *~ ?rrrruuI.u~...~u
TANK 2 RECEIPT OF DISPOSAL 1 0t'UNDERGROUND STEEL STORAGE ~r7f7-c7 /Cc'
NAME AND ADDRESS IOHN C TOMBARELLO & SONS OF 207 MARSTON 51, APPROVED TANK YARD I AWRFNC ".ASS 01841 - 6M APPROVED TANK YARD NO. . .Nme Tank Yard Ledger 502 CMR 3.03(4) Number: I certify urder penalty of law I have personall9 exaiined the underground steel storage ta delivered to this "approved tank yard" by fimnn, corporation or partnership L/r- r and accepted sne in confon mnce with Massachusetts Fire Prevention Megulatin62 iR 3.T00 Provisions for Apyroving Urdergrnd Steel Storage Tank dsnantling yards. A valid pe t was issued by LOCAL Head of Fire Department FDID 2- & 71 to transport this thisyar Nae fficialt4 of aproved tank yard owner or owners authorized representative: C?-' /oc 6 ,- 1 ' SIGNED TI=E DATE sic"/ SIGNTUwreoeih. of disposal mist be returned to the local head of the fire department I jr ' pursuant to 502 OSR 3:00. (FACH TANK MST HAVE A RECEPT OF DISPEAL)
YoRm F.P. 291 (OVER) F(SSARUSE7IS STATE FIRE MARSHAL'S OFFICE 1,"Ut nmui -win 11,A,iui ' !'rL I .. !,,wuIwFr r1...ur , ,,
ANALYTICAL SERVICES 325 WOOD ROAD, BRAINTREE, MA 02184 (617) 849.6070
REPORT OF ANALYSIS
Clean Harbors, Inc. Job Identification: Arbo way Corp. Tank Services Division 265 Wood Road Soil Sample Braintree, MA 02184 Date Received: 10/30/87 Attn: Hr. Rick Bell CHAS Lab #: 202830
P.O. #: 10980
Enclosed are the results for the sample(s) delivered to our laboratory on the date indicated above.
Should you have any questions concerning this work, please do not hesitate to Contact me.
This laboratory follows quality assurance/quality control procedures outlined in EPA Publication EPA 600/4-79-019, "Handbook for Analytical Quality Control in Water and Wastewatter Laboratories," March 1979, and specific QA/QC requirements of the procedures used.
The information contained in this report is, to the best of my knowledge, accurate and complete.
Per/Date: 467 -ly 1-1---1z16tA Alex Schultheis Laboratory Director
KINOTON. MA NATICK. MA SOUTVHBOSTON MA SOU H POATLANO. ME ALOANV. NY PROVIOENCE.RI HOOKC- T,NH FAPatNOTONCT 017) s51l 6tl 65-4 3 1617) 269 .5 ro? 1799.1 t ($18) 340149 (401 461.1300 (803) 644- 3633 (20474"3XI Ji rI wmnl 1.is 33IL IWIE .Y- I if - -- G~O3 MIDa
Client: Clean Harbors, Inc. - Tank Services Div. CIIAS Lab #: 202830 Sample Station: Arborway Corp. Soil Sample Date Received: 10/30/87
Volatile Organic Analysis by EPA Method 8240
Analysis Dato: 11/03/87
Compound MDL* Cone.* Compound XDL* Conc.*
Chloromethane cis-1,3-Dichloropropene Bromomethane Trichloroathene Vinyl Chloride Benzene Chloroethane Dibromochloromethane Methylene Chloride 1,1,2-Trichloroethane Trichlorofluoromethane trans-1,3-Dichloropropene 1,1-Dichloroethence 2-Chloroethylvinyl Ether 1,]-Dichloroethane Bromoform trans-1,2-Dichloroethene 1,1,2,2-Tetrachloroethane Chloroform Tetrachloroethene 1,2-Dichloroethane Toluene 1.1,1-Trichloroethane Chlorobenzene Carbon Tetrachloride Ethylbenzene Eromodichloromethane Total Xylenes 1,2-Dichloropropane Acetone Carbon Disulfide 2-Butanone Vinyl Acetate 4-Methyl-2-Pontanone 2-1{exanone Styrene
QA/QC Surrogate Recoveries: 1,2-Dichloroethane: 97% D-8 Toluene: 100% p-BFB: 102%
Notes: ND - Below minimum detectable level (MDL) * - ug/kg based oi sample weight as received
Hydrocarbon background present in sample. MyjFnuiiu t 11IF!yP.n AIg'II~ nuuuu.Ls I Ij*'Jr7.J. - T F
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- Cc Ew C -0 -0 -i C0 cn 0 az . - ' w V)n O) &w Xw jmO CM CO 4 ui I 080 wwO w c ,..IL c 1 ij*( a= 3 =3 5 0 MLI M 1 ~J14ITMM1149urIPr1 E MfijPJU5If3 IIJM BOSTON FIRE DEPARTMENT . FIRE PREVENTION DIVISION 115 SOUTHAMPTON STREET, LOSTON tIrt nuor Nergistrattion G(frtificate TN. Is 10 Cnrlfy IlMIt A ACC FC - '* *QINN at c4 Scli 13. Chaf 1*e at Ihr O.,.I La..2n j AIsedInai. F..gertsontl'reit. . Cricea ci to. ihe Preentarghere. c*d has Dfl,, Iiad a nih ned 11. rson inse ar co.ho.atm 1s.- hanei - EXPIRES ON: FE:; 46710 . O /30/9:? S; ,, , BORWAY, CORP NOT A BILL 6 79.00 1607:WASHINGTON ST Lot!-364 5 WASHIINGTON..ST OSON MA.1021 S " L. Stapleton-FC. / M. Fisher -FI ct AnTICATk011 In Connleitmn wIth Lie.."e fowAISEPIN. 6TonA GE.MANuACtuIE OR SALE OF GRANTED AEsTATION INFLAMMAeLES OR EXPL~SIVES BY FIRECOMMISSIONER mus to oieo annil. . THIS REGISTRATION MUST BE CON SPICUOILY POSTED iy Noaores Aptil 13ih UPON THE PREMI SEs ATTEST FIRE MARSHALL Iu~'~i'. ~f'''I~iip~~'~I I p t m"W1lII 24 Hours x. 193 ((17) 585H-Sill SIon, MA 236 (01 7)269,5830 17-585-5111I IVuInc. I2C9 (518) 4344)49 NUMBER 0I ) 351 -609()90 00021449 07)773-1411 CUSTOMER 028A AN ENVIRONMENTAL SERVICES COMPANY NUMBER INVOICE 05/31/87 DATE ARBORWAY CORPORATION s TRANSFER PRODUCTCLEAN TANKS TYLER COURT T 101 & 103,GAS-FREE PERF- ATTN: ACCOUNTS PAYABLE e ORMED ULTRA-SONIC TESTING CAMBRIDGE MA 02140 PER REQUEST OF BOB BAXTER AT 3607 WASHINGTON ST., JAMAICA PLAIN, MA kNCH OURJOBNO. YOURP.O.NUMBER TERMS TRANSACTION 1 SB840 8 NET 30 INVOICE ITEM a DESCRIPTION UNIT PRICE UIM USAGE AMOUNT 01 REQUEST PAYMENT FOR ABOVE LISTED WORK. WED.,*ww05/27/87** CONTRACT PRICE-TRANS 2990.00 1.00 2990.00 -FER PRODUCT AND CL]AN TANKS THR.,**05/28/87** CONTRACT PRICE-ULTRA 400.00 1.00 400.00 SONIC TESTING Subtotal 3390.00 @6' 77fl9 w r g 4utr5 ?50-4.6 L - PRCA d 'ff' s hf~~l- [11 K . O.9X NO TAXES WERE APL I - 00% 0.00 AMOUNT DUE 3390.00 0- -47 fi A-- A-it -fl- ) MA ( ArG AS) rA M/fJ q +' 0 VK N\ SOC \\// 'ID CD 14 4 ON 4j DAAD CD u t OS4 t2O oZ4 U 09o o4 000 1U) 04 * .O* o n 0 * 44 O S* 4 OR C c# 0 n 'Do F> ID Io4, 4J Coto . 0aC . . o* Oxx o C--0 4, 0)o - . eo , a0 - A L j Uo"-3o -C o 4- 11111lI i'Pinr" iurjnir i:, T 'ilvFiIU~i'iiinur P.O. Box 193 Sinc. 24 Hours Kingston, MA 02364 MA (617) 585. NY (518)434-C D617.5854111 RI (401)35l-e AN ENVIRONMENTAL SERVICES COMPANY iVmics Hcose Oil 111 River Street Dedham, MA. 02026 P.O. : INVOICE : JOB : Attn: Accounts Payable 9048 DATE: 5/15/85 TERMS: NET 30 DA OESCRIPTIONDY. PRICE TOTAL Request payment for services rendered at your Jamaica Plain, 14A. facility (Arborway Corp) 5/8/85. CONTRACT PRICE: Clean 1 700,00 gal. #2 oil tank / - $1950 Sonic Test / oo 700 Clean 1 1.#2 oil tank-l/09- 1295 Sonic Test /-' Rejtr spot on roof 50 36,000 gal at i1 cente/gal to transfer o: 540 2800 gal. at .30 cents/gal disposal tank bottoms 840 TOTAL THIS INVOICE...... oo 85375 THANk YOU 01<--o~ Is I I I ~jvut' rUElIlIrIl iii'riinrP"a 'EJtnhIIUU;Nti ~ r~qur'j" 'n*I *' .YWpyflq51 -wu r L inc. OIL POLLUTION CONTROL/TANK FARM MAINTENANCE June 6, 1985 Hughes Oil Terminal 111 River Street Dedham, MA Attn: Bob Baxter Dear Mr. Baxter: Attached, please find the results for the sonic test conducted on Tank 1/104. Please note the weak area on the first plate on the right from the center. It is tripje underlined. If we can be of any further assistance, please feel free to contact us at (617) 585-5111. Sincerely, ' " ) RA/dmh 24HR.SERVICE " (4 HR. RI OFf1CF) r1 755-511 I 1.0. ,0>% 193 * kINGSTON. MA 02364 S401-351-0090 401-4185'500 'v Ii 1511R1 III l l w.'I '* Iligilliar'gg 4D FARM MAINTENANCE OIL POLLUTION CONTROL/TANK FARM ,MAINTENANCE " b H.0t' LC - o,C, 2 -4 R S 1\1I'" I 617-55-5I I V. ) !I ).X 0: 1, I N ( S 10 N. X'.% ,)'-: ,I H I'ri ) 1,j'IIP!IFmiUM'II jqUii ilt?'R " hRIIIN11. IUIIJ. "lp jJ1fif -~JW1*-. *'r" uI". L&J ENGINEERING CO., INC. V (MECHANICAL CONTRACTORS) 217 CENTER STREET o HANOVER, MA 02339 o Telephone: 826-3955 8/5/85 Hughes Oil Co. 160 Spring St. West Roxbury, MA 02132 Att: Mr. Robert Baxter Re: Arborway Corporation Bulk Terminal Washington St. Jamica Plain, MA Tank 104 Dear Mr. Baxter, In conjunction with the repiping work at the bulk terminal, an 8" by 8" 5/16" plate was welded over the damaged spot on the floor of tank 104, which was noted in the ultrasonic test report done on the tank after it was cleaned. Sincerely, L & J Engineering Co., I . orrimer Armstrong, Jr. President rE:PETRO-CHECAL ASSOCIATES, NC. aP 177 ROYAL AVENUE P.O. BOX 227 HAWTHORNE.N.J. 07507 INVOICE 201-427-8540 TELEX# 219715 PCA Nvoce, nvotes oA, ot weo asc -I WOJ:FeJo' CF DATE DATE SHIPPED PAR C' 13844. 6/18/85 H PPED 'TO OURORDER No. oTu oncER DATE AREA CUST.ACCT. 0029-W 485 START DATE COMP.DATE TAX EXEMPT NUM8 -1 HUGHES OIL TERMINAL 111 RIVER STREET CUSTOMER ORDER NUMBER cUST.OR.e ATDECTF. DEDHAM, MA., 02.026 VERBAL 2 L j SHIPPED VIA FPlRCP. COLL. OTHER MARKS: - F.O.B. TERMS NET 30 DAYS WORK OR SERVICES RENDERED UNIT PRICE EXTENSIO FURNISH LABOR, MATERIALS, EQUIPMENT & TOOLS NECESSARTO OF TANK #102 AT THE PERFORM COATING INSPECT ARBORWAY CORPORATION 3595 WASHINGTON STRE - K - JAMAICA PLAIN, MA 350.00 (ITY. ORD. GTY.SHIPPED 0TY. 8.O PRODUCT DESCRIPTION PER UNIT PRICE EXTENSICr II NZE CHARGE OF 1% PER MONTH WILL BE COM. M RCHANDISE -SALES TAX OTHER F,,lGH1 IrVOICE TOT t Nt HE UNPA:D IIALANCE OVER 30 DAYS. THIS - At NUALPkHCENTAGE RATE OF l8%. 350.00 250.00 ECI NL INSTRUCTIONS: LAPELS . B/L ur ii 1111 I I n I u1IF,1111.17R1U1tr I IfrrIPrllir13411w1 uFi: " * . INTRODUCTION On May 14, 1985, Petro-Chemical Associates, Inc. personnel conducted a Non-Destructive Inspection of the interior coating applied to the bottom plates in Tank No. 102 at the Arborway Corporation, located at 3595 Washington Street in Jamaica Plain, Massachusetts. The scope of the inspection was to determine through visual and instrument inspection the integrity of the coating applied to the plates. In addition, areas found to be cracked, delaminated or containing holidays were marked for reference or repair, if required. II. TEST PROCEDURES A Tinker & Rasor Model 11/1 Holiday Sponge Test Instrument was used to inspect the coating. When connected to the steel plates, Sthe instrument generates a potential difference between the surface S of the coating and the steel underlayment. Holidays, cracks or other defects in the integrity of the coating will cause of D.C. current discharge when the sponge wand of the instrument is brought in contact. The defect area is then marked for visual inspection. A print of the tank bottom using manways and product piping, as reference, shows those areas where defect signals were generated. III. TEST RESULTS The majority of the tank bottom coating tested to be in good condition. Defect signals generated in other areas were, for the most part, caused by residual sandblast grit and blasted metal chips dD not cleaned prior to coating application. PETRO-CHEMICAL ASSOCIATES, INC. -2- II. TEST RESULTS (Cont'd) Defect signals were also generated on some of the riveted seams where the points of the rivets been exposed through the coating. At the time of the survey, there was no evidence of.corrosion activity through the coating. /SL'&_A.'r CfLyIra BERTRAM J. PHILPS -7 -t x PETRO-CHEMICAL ASSOCIATES, INC. BJP: jaz PETRO-CHEMICAL ASSOCIATES, INC. 'I ,ru1111Mii P IT V!rpr115I 1" ''ll11l PIIUIUEIEI..1' 2. IN ?:!fli:I" IPrnwpr u, . m r'in u LEGEND - SUPPORT COLUWMN - HOLIDAYS - FLOAT E.C.N. DATE BY REVISION Petro-ChemicalAssociates, Inc. 177 Royal Avenue Hawthorne, N.J. U.S.A. (201) 427-8540 SCALE N N APPRVE b: DRAN OVA. Z DtlG -13-85 __- VD __ ARBORWAY CORPORATION JAMAICA PLAIn, MA. A W IN G HOLIDY INSPECTION ]R NLUMOFR SPONCE TEST TANK NO. o102 BWO029 1:1g -PRODUCT LINES •/rJ ' ,ID/,'t! MARLYN SERVICES CORPORATION, 20 POND ST., BOX 209, WHITM AN. MASSACHUSETTS 02382 617/587-1586 August 16, 1985 Mr. Robert Baxter HUGHES OIL COMPANY P. O. Box 187 West Roxbury, MA 02132 Re: Repair of internal coating - 27' 0 Fuel Oil Storage Tank Dear sir: This company hereby proposes to provide the services referenced above by degreasing the floor and the wall area (apprxoimately one foot up) in preparation to applying epoxy paint. A copy of the epoxy specification sheet for Mobil Series 78 is enclosed for your review. These services can be performed for a total cost of $1, 575.00. If you need any additional information, please contact me. Thank you for the opportunity to bid on this work. Very truly yours, Leo V. Za2caria LVZlsm Enclosure ui'uT[.iri,'r i~ruu5N~ Mad h MARL VN SERVICES CORPORA FON, 20 POND STREET bOX 209, WHITMAN, MA 02382 Telephone 617) 587- 7586 INVOICE NO. 5174 INVOICEOATE: 09/26/85 Hughes Oil Company P.O. Box 187 CUSTOMER P.O. 0 Verbal West Roxbury, MA 02132 MARLYN JOB V 1694 TERMS: NET . . . JOB DESCRIPTION Services provided to sandblast & paint tank ...... $ 2,075.00 (Washington St., Jamaica Plain) TOTAL INVOICE AMOUNT $2,075 1 11 'rTuvj'T Pjr~hlr: ii Y",nh~~urv I fr1I ' vr.'.fY rrIu u w PHASE I REPORT ARBORWAY CORPORATION 3593-3651 WASHINGTON STREET JAMAICA PLAIN, MASSACHUSETTS DEP #ERB-N88-1697 Prepared by: Web Engineering Associates, Inc. 152 King Street Cohasset, Massachusetts 02025 Web Job #89-E-036 March 22, 1990 TABLE OF CONTENTS Introduction ...... Scope of Work...... Site Description and History . . . . 4 Field Investigation...... 6 Test Borings ...... 6 Geology of the Site and Vicinity . . 7 Monitoring Wells ...... 8 Photoionization Screening...... 9 Groundwater Analyses ...... 9 Soil Analyses...... 10 .i0 Environmental Assessment and Opinion Disclaimer ...... * . . .12 List of Appendices ...... S . . 13 -2 - * u'~'iuy ip:ui~qy'rr "jg 'IuirII.:ffuuiIua.n~ I ~ 7 WEB ENGINEERING ASSOCIATES, INC. 152 KING STREET COHASSET, MASSACHUSETTS 02025 617 - 383- 2305 March 22, 1990 Arborway Corporation 3593-3651 Washington Street Jamaica Plain, MA 02139 RE: PRELIMINARY ASSESSMENT/ PHASE I INVESTIGATION ARBORWAY CORPORATION 3593-3651 WASHINGTON STREET JAMAICA PLAIN, NA 02139 DEP OERB-N88-1697 WEB JOB 089-E-036 INTRODUCTION At the request of Mr. Richard T. Horan, Sr., President of Arborway Corporation, a Preliminary Site Assessment and a Phase I Investigation of the property located at 3593-3651 Washington Street in Jamaica Plain, MA has been completed by Web Engineering Associates, Inc. for the purpose of conforming with the provisions of 310 CMR 40.00, the Massachusetts Contingency Plan (MCP). On October 28, 1988, personnel from the Emergency Response Branch of the Massachusetts Department of Environmental Protection investigated a report of a release of #2 fuel oil at the above referenced location. A letter dated April 10, 1989 (Appendix F) from the Massachusetts Department of Environmental Protection stated that the Department had determined that a release of #2 fuel oil had occurred at this site, and that a Notice of Responsibility pursuant to M.G.L. - 3- , f lyW' r ,P ?rrf,. 1jI ''iP IA piq?) 7 rIu unp I] twuu!h!I 'I ', I ll. Ch.21E was issued and accepted by Mr. Richard T. Horan on behalf of Arborway Corporation of 3593-3651 Washington Street, Jamaica Plain, MA 02139. Subsequently, Web Engineering Associates, Inc. of Cohasset, MA, a professional environmental consulting firm has been retained by Arborway Corporation, to satisfy the conditions outlined in the Notice of Responsibility letter. Scope of Work To accomplish the objective of the study, the following work was performed. 1. Records Search - A records search was conducted at the Department of Environmental Protection (DEP), Northeast Region office, and various local agencies including but not limited to the Boston Fire Department, Boston Assessors' Office, City of Boston Office of Environmental Affairs, and the Suffolk County Registry of Deeds in Boston, Massachusetts. 2. A detailed visual study of the site was conducted by Web Engineering personnel. 3. Three test borings (MW-1, MW-2, MW-3) were performed on the site and groundwater monitoring wells were installed to better characterize the environmental quality of the site. Representative soil and groundwater samples were collected. 4. Soil samples from the test borings were screened for the presence of volatile organic compounds using a photoionization detector. Site Description and History The site is located at 3593-3651 Washington Street in Jamaica Plain, Massachusetts. A Locus Plan is presented in Appendix A. - 4 - lir! * 'nwiIR..!urIY'7V 11n113.% ir1, ql1 y'r" yf 'I1" w u w w'w w Appendix B contains Boston Redevelopment Authority (BRA) sheet 15N, 8E which identifies the site as two parcels of land; parcel 2617 and parcel 2617-1, and shows property boundaries, shape and abutting properties. Parcel 2617 is 81,304 square feet in size and parcel 2617-1 is 42,745 square feet in size. Both parcels feature frontage on Washington Street, and are abutted by the MBTA Orange Line at the rear of the property. According to the Total Site Profile Report (contained in Appendix D) prepared by Environmental Research, Inc. of Allston, MA, the site has been utilized by various owners since the turn of the century for a variety of different enterprises and operations, including use as a bulk storage facility by the Gulf Oil Company. In 1981, Arborway Corporation developed the site for a radio dispatch facility and as office and warehouse space for Contractor's Equipment and the Boston Water and Sewer Commission. Appendix C contains a site sketch which shows the size and location of these structures. The site is currently situated in an M-1 manufacturing zone and is located in the Charles River Drainage Basin (subbasin CH-131) within a Zone C area of minimal flooding. The DEP Water Sources Overlay indicated no potable water supplies within one mile of the site vicinity and no major hazardous material spills were referenced in the DEP records for the site or immediate area. - 5 - iii "r'* n'vwu'uurW ,'jur.''w!!r !wu i* n ,:irnwsl!1Iu :'I:I * 'I r r TWWUI uwr '-"-' ,w Field Investigation The Field Investigation of the subject site was conducted by Edward J. Warner and Lorrimer Armstrong, Jr., of this office on September 29, 1989. The site was traversed on foot in order to identify any surficial evidence of contamination. None were found. Test Borings Test borings are located as shown in Appendix C. The borings were situated in strategic areas where migration of contaminates might occur. I Test borings were performed by Soil Exploration Corporation of Leominster, Massachusetts with a hollow stem auger, driven on a track mounted drill rig. Three borings were completed to depths of 27 feet in MW-1, 19 feet in MW-2, and 20 feet in MW-3, below grade into the water table. The borings were continuously observed and logged by an on-site geologist. The exploration logs enclosed in this report are based on field logs. Disturbed but representative soil samples were obtained by using the Standard Penetration Procedure in accordance with ASTM:DI587. The test and sampling method consists of driving a standard 2 inch outside diameter split barrel sampler a distance of 18 inches into the soil with a 140 pound hammer free falling a distance of 30 inches. The blow count provides a measure of the relative density of granular soils or relative consistency of cohesive soils. - 6 - ,4D The various types of soil and depth where soils or characteristics of the soils changed are indicated on the boring logs. The soils were classified using the Unified Soil Classification System included in Appendix E. The depth indicated on the logs where soil conditions changed may represent gradational changes between soil types in the field. If changes occurred between sample intervals in the boring they were interpreted. The Quality Assurance section in Appendix H describes the drilling operations and the procedures used to maintain the integrity of the monitoring well. I Geology of the Site and Vicinity During the construction of monitoring wells MW-1, MW-2, and MW-3, sands of differing densities and compositions ranging from loose-coarse sand with gravel to dense-fine silty sand with gravel were encountered in all three borings (Appendix E). According to a USGS Bulletin titled "Glacial Geology of the Mystic Lakes - Fresh Pond Area, Massachusetts", by W.R. Hansen, 1956, the texture of the unconsolidated deposits or overburden of the site and vicinity is mainly comprised of glacial till or drift, a geological term used to describe debris deposited by glaciers or by associated streams and lakes. Due to the confidence (hardness and tightness) of glacial till, these types of sediments can act as an aquitard, thus restricting groundwater ID movement. The exact age of these deposits is uncertain but they are most likely glacial or post glacial in age. - 7 - LJU' In'wwINmI ~ *ir'1rFTj~ q fEUE310 ' r:r7 According to a USGS map titled "Bedrock Geologic Map of Massachusetts" the type of bedrock underlying the overburden is comprised of Roxbury Conglomerate. Roxbury Conglomerate is a detrital sedimentary rock composed of cemented gravels, and is formed from deposits laid down directly by glacier ice. The large particles in a conglomerate are usually rock fragments and the finer particles are usually minerals derived from pre-existing rocks, especially quartz, a hard and chemically resistant mineral. Conglomerate is known to be very impermeable and can also act as an aquitard, restricting groundwater movement. Due to the tight configuration of the soil and the known properties of the underlying bedrock (which has not been encountered at this site), it is unlikely there would be penetration of contaminates to a confined aquifer. Monitoring Wells Monitoring Wells installed in each of the test borings on the site were constructed of schedule 40 #10 slotted PVC well screen placed at the bottom of each test boring. Details of the monitoring wells are included in Appendix E. On October 6, 1989 the depth of the water table in each well was measured relative to the top of the well casing. The corresponding groundwater surface elevation was calculated relative to an arbitrary benchmark. This data indicates a north to northwesterly gradient of groundwater flow. The approximate groundwater flow direction is shown in Appendix C. - 8 - IV IFI IF"'U In*E""IJPIUIEI III V' U ' 115 'y 'r'ir Photoionization Screening - Appendix G Soil samples obtained from the test borings were screened for the presence of volatile organic compounds using a Photovac Tip II photoionization analyzer equipped with a 10.6 eV lamp probe. Most of the light permanent gases such as ambient gases, hydrogen, helium, etc. have ionization potentials of 12 eV or more. Volatile organic compounds generally have ionization potentials below 10 eV. The photoionization readings are shown in the margins of the boring logs. The Photovac screening is a measure of the total contaminants and does not distinguish between different components. Groundwater Analyses Groundwater samples recovered from monitoring wells MW-1, MW-2, and MW-3 were subject to laboratory analyses for EPA Method 624 volatile organic compounds and Standard Method 503 B/E petroleum hydrocarbon oil and grease (TPH). Samples were taken on October 6, 1989. Analyses for volatile organic compounds (EPA 624) indicated no detectable (ND) contamination in monitoring wells MW-I and MW-2. Monitoring well MW-3 showed a concentration of 6.0 ppb (parts per billion) for the compound trans 1,2 dichloroethene. Analyses for petroleum hydrocarbon oil and grease (TPH) indicate the presence of TPH in the following concentrations; 1.87 ppm (parts per million) in MW-I, 1.78 ppm in MW-2, and 2.02 ppm in MW-3. On October 25, 1989 additional groundwater samples were retrieved and subjected to laboratory analysis for EPA Method Priority Pollutant Metals (13). The results of the tests are as follows: - 9 - U Ir-r Table 1. EPA Method Priority Pollutant Metals (13) METAL MW-1 MW-2 MW-3 Pb 0.2 PPM 0.18 PPM 0.40 PPM Cr 0.59 PPM 0.52 PPM 1.06 PPM As BDL BDL 0.06 PPM Soil Analyses Soil samples obtained from the test borings of monitoring wells MW-1, MW-2, and MW-3 were subjected to laboratory analyses for EPA Methods 8240 volatile organic compounds, TPH (IR), total petroleum hydrocarbon oil and grease, total RCRA (8) metals, EP toxicity RCRA 8 metals, and hexavalent chromium. Analyses for volatile organic compounds (8240) for monitoring wells MW-1 and MW-3 indicated no detectable (ND) contamination, although the detection limits are high. (The high detected levels are the result of the presence of petroleum products.) Monitoring well MW-2 showed a concentration of 450 ppb of total xylenes from 0'-2' of depth. Analyses for total petroleum hydrocarbon oil and grease (TPH (IR)) show elevated levels of product from soil samples retrieved from all three borings. The results of the test are as follows: - 10 - II 'uuIw1uuI1uuni"'*" r1,w'iuw '1mu"" * iwr1"jFfl ,r Til i "M" Table 2. Total Petroleum Hydrocarbons Oil & Grease PARAMETER TPH (mq/kq) MW-1 0'-2' 1,020 MW-1 5'-7' 1,430 MW-2 0'-2' 1,690 MW-2 5'-7' 974 MW-3 0'-2' 669 MW-3 5'-7' 6,340 Analyses for RCRA (8) metals indicate elevated levels of chromium and lead in all three monitoring wells. Analyses for EP toxicity RCRA 8 Metals and for hexavalent chromium, show levels below EPA primary drinking water standards. All analytical laboratory results are in Appendix H. - 1 Environmental Assessment and Opinion The environmental quality of the property located at 3593-3651 Washington Street in Jamaica Plain, Massachusetts was assessed by means of a field investigation including; subsurface exploration, photoionization of soils, limited chemical analysis of groundwater and soil samples, investigation of records at local and state agencies, and a review of the site history. Photoionization of soil samples detected volatile organic compounds present in all three test borings above threshold limits (Appendix G). Chemical analyses of groundwater and soil samples indicated that a release of oil and hazardous materials has occurred which has impacted the near surface soils and groundwater quality. Soil and groundwater analyses also confirm the presence of toxic metals (chromium and lead) within the soil - 11 - I and groundwater matrices. This investigation addresses the limited nature of the Phase I Site Assessment. A conclusive statement relative to the public health, safety, and the environment cannot be made. No free product has been observed on the site and there is no apparent immediate threat to public health, safety, or the environment. Due to the limited nature of this investigation, certain unknowns remain regarding the off site migration of the contaminates. No municipal water supply will be affected by this release. Disclaimer The conclusions expressed by Web Engineering Associates, Inc. are based solely on the references cited in this report. Observations were made under the conditions stated, the purpose of the study was to assess the extent of contamination and the possible threat to public health and safety due to a release of oil or hazardous materials. No attempt was made to investigate regulatory compliance with Federal, State, or local laws and regulations in connection with site usage. Should additional information become available concerning this site or neighboring properties in the future, that information should be made available to Web Engineering Associates, Inc. for review, so that the assessment presented may be modified as necessary. William E. Baird, P.E. D President WEB/cbl - 12 - .IP YISTOF APPENDICES LIST2OF APPENDICES Appendix - Locus Plan Appendix - Assessor's Map Appendix - Site Sketch and Groundwater Contour Map Appendix D - Total Site Profile Report and Records Search Appendix E - Boring Logs Appendix F - Letters Appendix G - Photoionization Readings Appendix H - Laboratory Analyses and Quality Assurance - 13 - Wi 'p ' IpTIqi101,1p41119i4 iMIjrw:q p ,Wig"l"I' F ' . I 'qJllII " LOCUS PLAN BOSTON SOUTH,MASS. G 1° N4215-W7100/7.5 s* PHOTOREVISED 1979 267MILS 1-23' AMS 6768 1 SE-SERIES V814 25MILS SCALE 1:25000 0 I MILE 1" 0 1000 2000 30 40)0 500 6000 70 FEET 1 5 0 KILOMETER( CONTOUR INTERVAL 10 FEET CITY OF BOSTON TOPOGRAPHIC AND PLANIMETRIC SURVEY mhaat tru-nvl To 476N E01 11!hI(Sel-S*68706E ) o ,426I-J'4i', s so ,4 67 E LMc,4,94035 2"' = -92_/ 15 D N---A _ w8s a 5 a a oat;ST ----- 5490 BOYNTON STREET 137-798 200-1360 ["35313 V -11 400 4500 400 3445 S 14o5 404500 544 6 45te'500 4500 45003 00 0 4500 4500 45 6318 n- - "-634 04500 4770 4500 4230 4500 45050 4550 4o '.oo'44 r . i ir-i 40001 145004,500 1 5970 -5o0 14.s 4 A4500 4500 5I~[22J2___4_L 40 42ll 48 5054 HALL STREET .1--1 .,1,4-7 1 T, ROSE _Z P 4439 2781s 781s* ST Ros 4193 4/64 4/61 4159 4t9 4239 4 239 r6t t26 eEET4 5 -9 3780 3950 3952 3930 3902 492Ko a 53, 736 m ,-I-1 ROSEMARY . 17.------STREET 142 za /.'Z, 060 a0* 17005 3698 39 94 59953333/7 733/5 33/5 5 3973 3970 19,1898- a 342, 2R8 A" 4P6 I PALDING S~TREET 22,830CO FOOTWAY 31 j03 j[j~' ,[5 O / 84o4 , 42 63 0O1,,000 o4014 /85454,94. _ ANSONSTREET - 475 g460 ax TANKS .22,z2206O S3165 a Ot 4 c) S2s4 a o I 9 42(45' 0 -61RDHAM CT 21,427 12,875 9624 ST. MARK STREET 15,741 x 70 57 917,606 noo AR BORWAY TERMINAL , "- 4590 599040 -.0, ,4,,.3 \M. T. A., , _OFFICE BUILDING -- O 4-u---900 ARBOR WAY LL./ ,o FR \/32,60 /O,/OO o p57,3474' WEAMTS B. SHE '4WA 47.91'ucJ' • " . t~hot 14NSE26,087B 40-CIRCLE , , ?,4'o2roN 4-4t ORT O . 0ST 31 HV It 47 704E Warning: Prepared under'the direction of the Boston Redevelopment Authority Control by U.S.C. B G.S. and the Mass. Geodetic Survey This map does not meet national map accuracy SCALE 1:1200 standards and can not be used for engineering by Fairchild Aerial Surveys Mapped purposes. 0 100 200 300 400 500FT. Photography by FairChild AerialeSurveys, April 1961 IM mI I North American Detumrn 1927 Control and Property Lines by New England Survey Service Inc. 500 FOQT GRID BASED ON MASSACHUSETTS COORDINATE SYSTEM. MAINLAND ZONE THF t.A;T THRFF flrlITl fly TNr (hI(, IInikIA0FD A C' ru, T"rYT I TANK CAPACITY GAL. 101 128498 102 128498 WAI NGTON STREET 103 128498 REQUIRED DIKE VOLUME = 919883 GALLONS 104 734445 WEB ENG I1 ACTUAL DIKE VOLLME = 987723 GALLONS 105 734445 152 KING ST. TOTAL 1854384 EXCESS CAPACITY = 67840 GALLONS SCALE: 1" = 30 4 - MONITORING WELL REV. 10-13-89 L.A. DATE: 9-22-89 REV. 10-4-89 L.A. ARBORWAY REV. 9-22-89 L A. JAMICA PLAIN REV. 6-13-89 L A. REV. 5-8-89 L A. PLOT PLAN [_R!!ji 1,r IYEI, I'IwI I' , u w ur' ' , ' , ' q "' l &i{ if ct ztci 19 ?e&eaty4 tc'. P.O. Box 831, Allston, MA 02134 (617) 782-2301 FAX (603) 929-0791 TOTAL SITE PROFILE REPORT Project No. 89124 3593-3645 Washington Sbreet JamZaca Plain (Boston), MA Prepared for WEB Engineering Associates, Inc. 152 King Street Cohasset, MA 02025 October 25, 1989 1 4 - 4,n K' (nflhjl/V),wfl,',)/n'/. I;/~vb A rwrnrni. 4~ ,/,,rn'nss. SD P.O. Box 831, Allston, MA 02134 (617) 782-2301 FAX (603) 929-0791 October 25, 1989 Project No. 89124 WEB Engineering Associates, Inc. 152 King Street Cohasset, MA 02025 Attention: Lonirner Armstrong RE: Total Site Profile For The Property Known As 3593-3645 Washington Street Jamaica Plain (Boston), Massachuseft Dear Mr. Armstrong: ID KF Reddy Environnental Research, Inc. (KF Reddy, Inc.) is pleased to submit one (1) copy of our Total Ste Profile for the above referenced project. The work descrbed herein was undertaken in accordance with your verbal authorization. The services KF Reddy, Inc. provided WEB Engineering Associates, Inc. for this project did not include subsurface chemical testing of the on site soils and groundwater, and the responsibility for conclusions drawn from the research provided by KF Reddy, Inc. for this project regarding the environmental acceptabiliy of the same without testing rests solely with WEB Engineering Associates, Inc. Thank you for engaging our services for this project We will be pleased to provide you with any consulbtion you desire. Vyou have any questions, please do not hesilate tis atyour convenience. cQeg/zmaflv ~ iJt~IlwWqqIrrr[",uiLUEU1' " 35934045 Washington Sreet, Jaiaica Plain (Boston), M October25, 1989 Project No. 89124 Page of 9 /. GENERAL I. I Astznflir In accordance with the authorization of WEB Engineering Associates, Inc., KF Reddy Environmental Research, Inc. (KF Reddy, Inc.) has undertaken and completed a Total Ste Profile on the property identified as 3593-3645 Washington Slreet, in Jamaica Plain (Boston), Massachuselts. The purpose of this Total Ste Profile was to provide WEB Engineering Associates, Inc. wth information obtained from interviews with local officials, from reviews of state and local records, and a detailed site history of the property known as 3593-3645 Washington Street Jamaica Plain, in order to assist WEB Engineering Associates, Inc. in obtaining public information for environmental sie assessment purposes. Included in this study is informnation obtained as a result of research conducted with the Department of Environmental Protection (DEP), Northeast Region Office, and various local agencies including but not limited to the Boston Fire Department, Boston Assessors' Office, City of Boston Office of Environmental Affairs, and the Suffolk County Registry of Deeds in Boston, Massachusetts. j ~~ ~ ~ ~ ;RIPg I! m~ 11N!: Nilu lp11WRPI uH * flj'11 1 ;q (1Ijjqjy; 3593-365 Washigton Stme#, Jwuica Plain (Boston), M& October25, 1989 Proiect No.89124 Page 2 of 9 2.9 SiTE CONDITAV/S 21 CenAraI The site is known as 3593-3645 Washington Street, and is located in Jamaica Plain, Masssachuses. The site is identifiable on Boston Redevelopment Autority (BRA) Sheet 15N, 8E. According to the City Engineer's Office, the site consists of two parcels of land; Parcel 2617 at 3593-3607 Washington Street, and Parcel 2617-1 at 3615-3645 Washington Street Parcel 2617 is 81,304 square feet insize, Parcel 2617-1 is42,745 square feet in plan dimension. 2.2 Ste Dpnlwfln The stubject property isa former fuel oil bulk storage facility, and ispresently occupied by the Boston Water and Sewer Commission and a moving company. The majority of buildings on site were erected diuing the 1950s and 1960s, while the property was utilized by Gulf Oil Corporation. 3593-3645 Washington Street features frontage on Washington Street. The site isserved with all public utilities, including water, sewer, and electricity. Parcels 2617 and 2617-1 are located in an M-1 manufacturing zone. Flood Insurance Rate Maps reference the site as being located within a Zone Carea of minimal flooding. 1 According to the City of Boston Assessors Office, the current Owner of Record is Arborway Corporation, Mass Corp, 3593 Washington Street, Jamaica Plain, MA 02130. 2 JA'aftrg Properties The properties abutting the site are as follows: W Parcel 3219 - Located at the rear of Washington Street, this is a recently formed parcel of land consisting of former MBTA property. The owner of Parcel 3219 was not referenced at the Assessors Office. North: Parcel 2612 - Residential property located at 57 Burnett Street, owned by Urelia P. Johnson et al. FEMAIFRM, Cityof Boston, Communty Pene No.230286 IIIrr~nu'I5 nII 'IIhIfll *j'!I E 111111111 3593-b45 WasNngton Street, Jamica Main (Boston), Mk October25, 1989 Pmject No.89124 Pee33 of 9 Parcel 2613- Residential property located at 59 Burnett Street owned by Urelia P.Johnson etal. Parcel 2614 - Residential property located at 61 Brnielt Street owned by Urelia P.Johnson et al. Parcel 2615 - Residential property located at 63 Burnert Street owned by Jeffrey E. Roche, Tr. Parcel 2616 - Residential property located at 65 Burnelt Street owned by Pura Acebal. East Washington Street On the east side of Washington Street is the former Boston Elevated Railway and the Metropolitan Transit Authority Mborway Yard. South: Parcel 3219 -Formerly 3651 Washington Street 2 4 SiteR History The history of this property was researched back to the turn of the twentieth century, when records of this period indicated that the subject property consisted of three tracts of land. The portion of the property now known as 3593 Washington Street was a 56,620 square foot residential parcel owned by Mary E Morton, 3607 Washington Street was a 41,046 square foot residential parcel owned by James V. Pool, and 3645 Washington Street consisted of vacant land. Surrounding properties consisted of railroad Itrack land and other parcels owned by the Boston Providence Railroad to the south and west, residential properties along Burnett Street to the north, and on the east side of Washington Street, the car yard for the Boston Elevated Railway Company. By the early 1920s, the residential property at 3593 Washington Street had been taken over bythe Gulf Oil Company,for use as afuel yard. Itserved asa part of theV bulk storage facily until the early 1970s. Records from this period indicated the construction of several buildings, used as office and warehouse space, a garage, motor repair shop, truck loading sheds, and a pump house. Inaddition, records from the mid 1930s and early 1940s indicate thata gasoline station, known as the Harry WMacPhee gas station, operated on this portion of the property circa 1935, until approximately 1942 (the Boston Fire Department has no record of this!). This property later became known as a portion of Parcel 2617, at 3607 Washington Street. U _P Lf !"PUI 3593-3 4 Washington Street, Jamica Plain (Boston), M OctoberZ5, 1989 Project No.89124 Page 4 of 9 The portion of the site known as 3615 Washington Street on Parcel 2617-1 was the location of a diner from at least as early as the late 1920s until the early 1970s. During the early period, it was known as Joseph Letourneau's Lunch. Circa 1931, the diner was taken over by Priscilla Baking Lunch Company. In the early to mid 1950s, this property became Ernie's Diner. Itremained Ernie's Diner until its'closure inthe early 1970s. The remainder of Parcel 2617-1 was occupied by the Metropolitan Coal Company coal yard until the late 1950s. Following the departure of Metropolitan Coal, the parcel remained vacant for a brief period of time before being taken overby Gulf Oil Company. Gulf Oil Company vacated the entire site by the early 1970s. It remained an unoccupied parcel for a few years. In the mid 1970s, the site was taken over as office and warehouse space for State Street Engineering Corporation, Bafco Manufacturing Company, General Oil Burner Service, Inc., M&A on the Arborway, Emergency Roofing Company, and Universal Sections of New England (drywall systems). In 1981, Arborway Corporation changed the occupancy of the site to office and warehouse space for contractor's equipment and the Boston Water and Sewer Commission, and performed electrical Ywork on the property for a radio dispatch facility Over the years, the Burnett Street area has remained residential. Properties in the immediate site area of interestto this report include 3651 Washington Street, formerly a part of the Metropolitan Coal Company yard, 3594 Washington Street, which was the home of an auto body repair shop from the early 1940s through the early 1960s, when it was taken over by Wentco Industries, Inc., a wire and iron works. 3600 Washington Street was the home of the Weiler-Sterling Farms milk distribution company from the early 1930s until the early 1960s, when it was replaced by Roger's Truck Sales. Circa 1964, both of these properties became a part of the MBTA property, Arborway Terminal. 930C Wesington Stet, Jamaica Pain (Boston), MA October25, 1989 P e 5 of 9 Prject No. 89124 35 RESEARCH INVYESTM T5AVTNS 3 I aprnetof EmVom eill frotedtnf (DEPY, MAfr nSt Aygnk, wob0r, A&ssachusedi A review of the Massachuselts Water Stply Protection Atlas overlays2, for the Boston South Quadrangle was conducted on October 4, 1989. The Drainage Basin Overlay indicated that the subject property is located in the Charles River Drainage Basin, Subbasin CH-131. According to the Aquifer Informnation Overlay, the aquifer for this region is not covered by the USGS Hydrogeologic Atlas. The Waste Sotrces Overlay indicated no surface impoundments, NPDES discharge points, injection wells, conf med or suspect hazardous waste sites, landfills, salt storage areas, or D junkyards within the immediate ste area. The Water Sources Overlay indicated no potable water supplies within one mile of the subject site. DEP Hazardous Materials Spills, Miscellaneous Oil Spills, and Ste Assessment Files for Boston, Jamaica Plain, and West Roxbury were requested for review at the Northeast Region Offices of the DEP inWoburn on October 4, 1989. Prior to requesting these files, the DEP Sites Database, an in house inventory of site assessments perfonrmed on properties within the northeast region, was consulted for properties within the general site area. Because there were no properties referenced within the general site area, Site Assessment Files were not reviewed. The files requested were pulled from the files and presented to KF Reddy, Inc. by DEP personnel. Files reviewed included the following: o Miscellaneous Oil Spills Files, Boston: Nothing on file for the subject property, or locations within the immediate site area. = Hazardous Materials Spills Files, Boston: Nothing on file for the subject property or locations in the immediate ste area. 2 Drinage basin, aquiferinfom ion, nter sources & vnste sources owvelays .jI M I '!In3ll Iff qnWi 1fl SiNUlRtiIII11E "T I *" ' ""FEIIU IeW W F 93-360 Wesngton SOtreet, Jwmica Plin (Boston), M October25, 1989 Prject No.89124 Page 6 of 9 a Miscellaneous Oil Spills and Hazardous Materials Spills Filoes, Jamaica Plain: Nothing on file for the subject property, or properties within the general site area. o Miscellaneous Oil Spills and Hazardous Materials Spills Files, West Ronbury: Nothing on file for the subject property, or properties within the general site area. = Mlsceflaneous Oil Spills and Hazardous Materials Spills Fioes,. Ronbury: Nothing on file for the subject property, or properties within the general ste area. 3593-3645 Washington Street is not referenced as a Location To Be Investigated on the current DEP Sites List 3 and there are no properties within the general site area referenced on this list The current DEP Spills Database, an in house inventory of all spills and incidernts known to have occurred within the Northeast Region from the late 1970s through August 31, 1989, was also consulted for spills within Boston, Jamaica Plain, West Roxbury, and Roxbury. The Spills Database cited two incidents reported to the DEP for the subject property, and six incidents reported on properties within the general site area. See the enclosed pages from the Spills Database, with these incidents highlighted for easy reference. The Quarterly Report, RCRA Handlers inMA, NE Region dated 10103189 was reviewed for large and small quantity generators within the general site area. The following generators were referenced: MAD000791160 Arborway Metal Finishing, 3529 Washington Street Large Quantity Generator of hazardous waste. Notification Date: 8115/180 MAD981206329 Arborway Corporation, 3593 Washington Street Small Quantity Generator of hazardous waste. Notification Date 5/27186 MAD981212145 Arborway Yards, Washington Street and Arborway; Small Quantity Generator of hazardous waste. Notification Date: 8104/86 3 ist of Coninnbtd Disposal Sites ud Loc ions To Be Inwstigated,"DEP, October 16, 1989 !.a.IIrwlIr'IIYN 'lUfF uriiq iN 'murluuuiinii *y: ' :'iiu ' p * *ir.wpw~~.q.I*~~p 3593-345 Washington Se, Jamaica Plain (Boston), M October25, IMsg Project No.89124 Page7 of 9 MAD139377006 Dynamo Remanufacturing Company, 5 Stedman Street Small Quantiy Generator of hazardous waste. Notification Date: 1211 6/185 MAD982544488 Keegan's Service Station, 3458 Washington Street Small Quantity Generator of hazardous waste. Notification Date: 10/21188 32 Boston Fte Depz4W nt Inspector Isaac Hendricks, Microfilm Specialist with the Fire Prevention Bureau, Boston Fire Department examined underground storage tank records for the City of Boston at the request of Kay Fitzgerald Reddy of KF Reddy, Inc. on October 19, 1989. According to Inspector Hendricks, there are no underground storage tank permits on file for the subject property, and no records of UST installations or excavations. 33 &ston C .y hosp4&rl OfI of EnironmmaeclAks Mr. John Shea, Principal Health Inspector for the City of Boston was itervievwed by Kay Fitzgerald Reddy of KF Reddy, Inc. on October 5, 1989. According to Mr. Shea, the OEA does not have any records of incidents on file connected with the subject property. Mr. Shea's opinion was that the prior usage of the subject property would suggest that petroleum releases could have to occurred on site. Mr. Shea reported that the OEA did have records on file regarding the de-leading of the orange line over Washington Slreet last year. According to Mr. Shea, lead paint flakes were knocked down into the street during the dismantling of the orange line, which could have resulted insome soil contamination in the area. Mr. Shea was of the opinion that this should have been cleaned up by now. Mr. Shea also reported problems with illegal dumping of construction waste on vacant lots wthin the general site area in the past. He said that these lots have been barracaded by the City, and that the problem has been reduced within the past 2-3 years. tJI 'iwL'Wgiv,' iFEunqtltY 1 ua9 l I'IJ!I P '11 1r. "vIw -wW y 3ZC wsh~gon Seet, Jwnia Pfl (Boston)], Mk October25, 1989 PrI'mject No.89124 Page 8 of 9 4.0 iesnrch Resources 4 / Conswse&rnsDAd lAqtryms All tvknsand. ar st.jsq r&Aegrodg . stYAt pe y were codIAed by Ay Ft RAledoPAf/AFRoyEmrtorenrdaIesle k .A Interviewwth Inspector Isaac Hendricks, Boston Fire Prevention Bureau, 10120189 Interviewwith John Shea, Office of Environmental Affairs, 10105/89 4 1 PdW/c Rener Sesrctes FEMA Flood Insurance Maps, City of Boston, Cormmrnunily Panel No. 250286 0015 C, Proof 411182 BRA Sheet 15NS,8E Suffolk County Registry of Deeds, Boston, MA City of Boston Inspectional Services City of Boston Assessors Office Atlas of the City of Boston, West Roxbury, Plate 11; GW Bromley & Company, Philadelphia, PA, 1905 Atlas of the City of Boston, West Roxbury, Plate 11; GW Bromley & Company, Philadelphia, PA, 1924 Atlas of Dorchester, West Roxbwy, and Brighton, Plate 16; LJ Richards & Company, Boston, MA, 1899 Polk's City of Boston Directory; RL Polk & Company, Boston, MA (various years): 1978: p 545 1974-75:p 571 1973:p 575 3W9354 Wfsngton StrMet, Jamaica Plain [Boston), M otobr25, 1989 Pce 9 of 9 ID Project No. 89124 1971: p 558 1966: p 518 1963:p 528 1960: p 807 1958:p 782 1955:p 3149 1950:p 2782 1945: pp 2782, 2562 1943:p 3347 1942: p 3349 1940 1938:p 2864 1936:p 2471 Boston Directory; Sampson &Murdock Company, Boston, MA (various years): 1934:p 2467 1932:p 2617 D 1930:p 2567 4.3 LDpoarteM of EndrommM l Protection Division of Hazardous Waste, DEOE, Woburn, MA, 10104189 USGS Water Supply Protection Atlas Overlays, DEP, Woburn, 10104189 "Water Supply Protection Atlas Handbook," DEQE, 1982 "List of Confirmed Disposal Sites and Locations To Be Investigated," DEP, October 16, 1989 P11r,!JJO I'uq Illn119'v " p , 0 0 cm. 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' --- rgr I O a a_- mag a 13 II.1 iii: a.l I!!rh!. I [ II I I I I ~ Li i aa I I ~ di 'I S .dll!! .4 B 0 - I Di .11!!; w I N ~ I ~ (I I K 4. Io mg MI ;iii'iit rAI~I~. I I I i ; I II"II I E a a Indi I M111, I '7gil J~ :11s glgI P~s.6' VI~ is' a Ea 160911 ilg 11 I 1 I I 6:l' 11 1 I l I I BEMC ~IEER I ASSO IATES, IC 152 KING STREET COAMSSET, MASSACHUSETTS 02025 OBSERVAT ION WELL CONSTRUCT ION PROJECT NAME borY WELL NLUMBER -2 PROJECT NUMBER 89-E-036 TOTAL DEPTH 19 feet GEOLOGIST / ENGINEER Waner INSTALLATION DATE 9/28/89 DRILLING CONTRACTOR Soil Exploration Corp. SUFACE GRADE J TH ImESS OF GATE BOX SUMACE SEAL 1 foot TYPE OF SEAL canent T Steel lock cap 2 feet above surface DIinE OF 6 inches BOMEL 2THICKNESS 4 feet on ONITE SE bentonite seal on riser . . . - DEPTH TO TOP 4 feet E AT-I-OF WIPOINT ELEDATION ... BACKFILL AROUND Environmental TE8 feet I2lPOI NT Sand INSI 0DEDIAMTER OFMI IN 2 inches TYPE OF. 1JPOJl .o010o 4 slot1. PW Schedule 40 DEPTH TO BOTTOTM . .- OF ELLPOIN 19 feet ,.--_------BOT-M OF BORING 19 feet It IMi FE:l:IIrIvu. 'wp;.Iw1r'~ w* sr'wu.csr U: .4. - r* "W W qY'' WIrWy~ XEB fLMERW ASSQCTESV E 152 KING STRET I,[3R ING LOG COHASSETXASSACSETTS 02025 PROJECT NAE Arbo.way fL NIUE m-2 PROJECT NHER 89-E-036 AUE Lff 2 GEOLOGIST / ENGINEER Warner TOTAL DEPTH 19 feet DRILLING CONTRACTOR / CI Soil Exploration Corp. DATE STARTED 9/28/89 EETHOD USED 2" spl sonp sampler DATE CO~LTE) 9/28/89 _ SOIL DESCRIPTION 2 Loose, dry, medilumn-coarse SAND, with gravel, 3 black with trace of silt. 5 8 Fine sand and silt. Brown, moist/wet, coarse SAND with gravel, tilly with odor of petroleum 16 Dense, blue, medium-fine SAND with gravel. Strong odor of 35 227.3! petroleum, soil saturated with oil. 36 134.2 Trace of cobbles and trace of silt. 23 Sampler bouncing on rock. Water encountered @ 8 feet. 10 Medium dense, wet, brown, fine SAND with S-3 12 95.2 some silt and no gravel. 12 -3 16 10.8 S-3 ujirr"r'.WWW~~'WRt 'uuaruuunin ~' 'r~ w"~" -'"~rwuW-w -wins" SNEMGIEERIG A ATESJ,1C 152 KING STREET BORING LOG CHSSET, MSSA SETTS 02025 PROJECT MAME Arborway aEL Ma N-2 PROWECT BER 89-E-036 m ff 2 GEOGIST / ENGINEER warner TOTAL DPTH 19 feet DRILLIG COTRACTOR / Soil Exploration DATE STARTED 9/28/89 LIHUSED 2" split spoon sampler DATE COPLETED 9/28/89 9 SOIL DESCRIPTION 5 5.1 Loose, wet, grey, fine SAND with no gravel. 10 S-4 10 3.4 Medium-dense, wet, grey, find SAND with no gravel. Installed 15 feet of .010 screen Installed 6 feet of riser Environmental sand pack fran 18 feet to 4 feet. 2 feet bentonite seal 2 feet clay and cement grout Lock cap 2 feet above grade Froman top of screen to surface - Bentonite and cement seal group on riser 25 D 30 !~ I1 , , i L~ ~ ,! 1 1 I I~wi P~m~u M EM IEER AM ATESV.CE 152 KIN STREET OCASSET, IMSSACHUSETTS 02025 OBSERVAT ION WELL CONSTRUCT ION PROJECT NA)E ArborwaVy WELL NUMBER n-3 PROJECT NUMBER 89-E-036 TOTAL DEPTH 20 feet GEOLOGIST / ENGINEER warner INSTALLATION DATE 9/28/89 DR ILL ING CONTRACTOR Soil ~Ep1oration Corp. SURFACE GADE N /ti J GATE BOX - ] / T SIACETH IMESS SEAL OF 1 foot TYPE OF SEAL cement TYP Steel lock cap 2 feet above surface 6 inches 3 DIAMETER OF THICKNESS 5 feet of BENTONITE SEAL bentonite seal on riser . PTHTO TOP 5 feet OF MLOJPOINiT ELIVATION BACF ILL AROMD Environmental AM DATE 10 feet 9/29/8 :. _ sand INSIDE DIAMEETER I. OF MELPO IN 2 inches .. M i:NT j TYPE OF p|-.010.4.slot PVC Schedule 40 DH TO DEPTH TO BTTOM4 OF MilPOIN1' 20 feet ( ,- . h_ BOTTOTM OF BORING 20 feet II I i siuiUUqipnq: I I I: i1E'I' ' I P'q u . I B EMQEfl0 ASSCtDATESOE 152 KING STREET j9R ING LOG OHAkSSET, ASSA USETTS 02025 PRIECT ME Arborway ELL NMR M-3 PRECT M 89- E-036 2SE - f 2 GEOLOGIST / ENGINER w rner TOTAL DEPTH 20 feet ORILLING CORACTOR / CE Soil Exploraticn DATE STARTED 9/29/89 Eflf USED 2" split spoon sampler DAT LEJD 9/29/89 SOIL DESCRIPTION Loose, dry, fine - medium SAND, black with gravel, sane fine sand. Fine SAND with gravel. Rough drilling - boulders encountered Grey, dense, dry, mediun-coarse SAND with gravel, strong odor of petroleum. Water encountered @10 feet. Loose/mnedium-dense, brown, wet, fine SAND and sane silt with no gravel. Soil change @13.5 feet Loose,wet, grey, silty SAND with no gravel. I I ui;r.~r'WPU 'IIIRI.WHt'"NIUI!EEUEUE ii '1 *'~ WI r~ -~ r B EMI ERKG ASSOC WATES ICO 152 KING SEET flAcNz UMAZACUSRrtTS r020 H.. B inL PROJECT NAW Arpnlry ELL NUWER -3 PROECT W 89-E-036 SHE 2A0 2 GEOLOGIST / ENGINEER Warner TOTAL DEPTH 20 feet DR ILLING CONTRACTOR / OR Soil Exploration DATE STARTED 9/29/89 ~nTf USED 2" split spoon sampler DATE COMETED 9/29/89 _ SOIL DESCRIPTION 16 S-4 7 Loose/medium-dense, wet, grey, silty SAND. 10 32.4 with no gravel. 12 Loose/maedium-dense, wet, grey, silty SAND S-4 36.3 10 with no gravel. Installed 15 feet of .010 screen Installed 7 feet of riser Installed 16 feet of environmental sand pack Installed 1 foot of bentcnite seal Installed lock cap 2 feet above grade Grouted with bentonite from top of screen to 25 surface - cement and bentonite 30 WWMilW1"wiringgy pre -- wr? PPWIN EMilikHW E 7 ** womnim e alculawli "R 15i EMiD R m ASVTESX, 152 KING SiET MHSSET, ISSAOUSETTS 02025 OBSERVATION WELL CONSTRUCT ION PROJECT NAME Arborway WELL NU/ER Nw-1 PROJECT NUMBER 89-E-036 TOTAL DEPTH 26 feet GEOLOGIST / ENGINEER warner INSTALLATION DATE 9/28/89 DRILLING CONTRACTOR soil Exploration Corp. SUFACE MADE 5- THIQoESS OF SRFACE SEkAL 1 foot TYPE OF SEAL ceent TYPE steel lock cap 2f eet above surface DIAI OF 6 inches BOIEHOL THICKNESS 5 feet of bentonie ,. BENTONITE SEAL seal on riser DEPTH TO TOP 6 feet T OF ELLPOINT ElEVAT ION BACF IIL AROMD Environmental AND DATE 8.0'-8. 5' fEl.PO INT Sand INSIDE DIAJTER OF 1_L INT2 inches 1YPE OF 010 MELPOINT slot PVC chedule 40 DEPTH TO BOTTOM OF WLLPO INT 26 feet BOTTOM OF BOR IN 27 f eet QEMEME MKOSJCIEoE 152 KING STREET [OR ING LOG COASSET MSSACETTS 02025 PRJECT MAE Azborway ELL IERQM W-1 PRCT U 89-E-036 SET ff 2 GEOLOG IST / ENGINEER Warner TOTAL O 26 feet DRILLING WNDCOR / an Soil Eploration Corp. DATE STAR D 9/28/89 fM LED 2" split spoon sampl~er DATE CIETED 9/28/89 _ 8SOIL DESCRIPTION Loose, dry, fine SAND, sane medium-coarse sand, trace of 7.3 cobbles, trace of silt. 38.4 12 208.2 Medium-dense, grey/silvery, noist, medium-coarse, SAND with fine 16 gravel, trace of fine sand and silt. 16 Strong odor of petroleum. Strong odor of petroleum. 15 Water encountered @ 8'-8.5' Soil change @8.5' 2 Loose, wet, very fine SAND, with sane 1.7 silt, grey, strong odor of petrolem. 3 Silty sand with no gravel. 1.1 1 1 1 1 mr. uw _J.IW,! 1Tr:IrqiJ!1nwu 1 II'Y *p' ' ' I ' ENINEM 1G ASMC IATES . E. 152 KING STFEET diPORIN 1 I COUACCT UACCArHUScTTC n M25 LrVI'i 11 U) LVV. tAJIflO,. l • IiflJfll Ii.JL l I . IJLUtJ PIWJECT NME Arborway WELL WER W-1 PRECT MB 89-E-036 SHEE _. 2 GEOLOGIST / EINEER Warner TOTAL DEPTH 26 feet DRILLIN CONMCTOR / R Soil Exploration Corp.DATE STARTEDU 9/28/89 iETHOD USED 2" split soon sampler DATE COXPLETE 9/2R /Rq _ SOIL DESCRIPTION 2 1.9 nLoose, wet, silt and very fine SAND. $A 2 Grey, with no gravel. 4 1.9 Loose, wet, grey, find SAND with sane silt, 5 no gravel. 20 S-5 S-51.7.3 loose, wet, grey, sandy SILT 5 .7 with no gravel. S-5 6 Loose, wet, grey, sandy SILT 8 0.5 with no gravel. 25 2 S-6 0.0 Loose, wet, grey, sandy SILT 3 with no gravel. 5 Loose, wet, grey, silty SAND, S-6 4 0.0 Jet wash with tap water to loosen auger. Installed 20' of .010 screen J Installed 7' of solid riser I Installed frcan top of screen to surface - bentonite and cement seal on riser. Installed 1' of envirmtal snd on top Installed 2' of bentonite seal on top = 30 Installed lock cap - 2' above grade THE COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL QUALITY ENGINEERING NOTICE OF RESPONSIBILITY ~tdDo: JRg Crton.e- IR $ CTiIcQ On T-r (Xs 2.15 1 at - _-3.. (p.m.) 4a the Department of Environmental Quality Engineering (Department) responded to a releaso/threat of release of oil/hazardous material at _____ B. u.( _-r .. _ . in ,'_ - . . Massachusetts. Preliminary indications are that you are a party responsible for assessment, containment and removal actions necessitated by this incident. Massachuso s General Laws, Chapter 21 E,places liability on responsible parties to: (1) pay for all response costs associated with the incident and (2) compensate for any damage to natural resources resulting from the incident. You may assume responsibility for response actions by immediotely engaging a contractor who isqualified to perform the work and paying that contractor directly. By accepting responsibility for conducting the required response actions now you can avoid: -administrative costs incurred by the Department in handling this matter (in simple spill cases, administrative costs incurred by the Department prior to formal legal action are at least $1,000.00); - interest charges on the total liability at the statutory rate of 12% compounded annually; and - treble damagca (i.e., 3 times the total amount of response costs the Department incuw). If you do not accept responsibility for responding to this incident, or if you accept responsibility but fail to complete the work requirod by the Department, the Department will take appropriate response actions and seek recovery of all costs, charges, and damages. Slf the Department's attempts to recover costs directly are unsuccessful, it may place a lion on all property owned by you and located ithin the Commonwealth. This lien can be for three times the costs incurred and is superiorto all prior recorded liens or encumbrances when it is placed on a contaminated site. Lioen placement will increase your administrative cost liability. This liability will further increase if the Department is required to go to court to recover its costs. Administrative and legal costs for simple spill cases which reach this stage total at least $3,300.00. Attached is a list of contractors who are licensed to conduct emergency spill cleanups pursuant to 310 CMR § 30.824 (2). A contractor from this list must be used if, in the opinion of the Department's on-scene coordinator, an imminent threat to the public health, welfare and the environment exists. The Deportment encourages potentially responsible parties to provide or arrange for response actions to avoid compounding administrative and legal costs. The Department's objective is to ensure public health and safety. Only with your help can this goal be achieved. Very truly yours, ,1 mand4DEQEp fficial On . . <-._ &-.- at approximately . L__ _ I, _ .. L'-t w.c"-S (do ) (time) (inspector) of the DEQE _ -. sAr - . Region personally served upon f2,..r- t&-srar, (location) (party) a copy of the above "Notice of Responsibility". .ALAS t" - - is believed by me to be the (party) 0, __S -_ _ ;a,., .... based upon the following information: (status) (propofly) I can be reached at . -:t..-C-. . . .L - -.... - . - to discuss this matter in greater detail. Prrson on-scene agrees .. does not agree ..... to take the response actions deemed necessary by Department uijurrnr'invr,quiytw.wi u:uJI.Kutnmu':L'r " *'iui" iv"" r;~uyrurypunu ID 5 6 ' bvowa~ DANIEL S.GHEENBAUM 5 2 /nn /eaue' Cornvnibier ~Acz~~j 10 935-2160 April 10, 1989 Arborway Corporation RE: JAMAICA PLAIN - ERB-NSS-1697 Tyler Court 3607 Washington Street Cambridge, MA 02140 SITE REFERRAL Attention: Mr. Richard T. Horan Dear Mr. Horan: The Emergency Response Branch of this Office has received and reviewed information/data relative to contaminant conditions at the above referenced D location. Such information/data was collected subsequent to a determination that a release of #2 fuel oil had occurred at this site. This incident was investigated by personnel from the Emergency Response Branch of this Office on October 28, 1988. At that time, you were issued a Notice of Responsibility pursuant to M.G.L. c21E and you accepted such responsibility for the release. This letter is intended to notify you in writing that: (1) contaminant conditions at this location render the site an "LTBI" (Location To Be Investigated) pursuant to the Massachusetts Contingency Plan (MCP), 310 CMR 40.520(1); (2) a decision on the final disposition of the site will be made by the Site Management Branch of this Office after all the pertinent data and response actions have been evaluated. Pending final determination of the site disposition, groundwater and subsurface soils cannot be considered "clean". Therefore, no excavation and removal of soils or pumping of groundwater from the site should occur without prior DEQE notification and approval. Site Disposition The Emergency Response Branch of the Department has concluded that at this time there is no need for any further emergency response actions at the site. However, there are still concerns that furzher remedial measures could be recuired at the site after a detailed evaluation of the long zern env:zonenal/public :eal h impact of S the contaminant conditions at the site. The case is therefore being referred :o :he Site anagement 3ranch of this Office for furthr investigaz:on. ,ijiruT'mY'v'MWsU0 1uu9N7lEIVI'rIrT.qrTtp 'LV Mr. Horan Page 2 Be advised that all further investigative and/or remedial response measures at this site must conform with the provisions of 310 CHR 40.00, the Massachusetts Contingency Plan (MCP). As a first step in this process, you are advised to contract with a professional environmental consultant firm.to conduct a Preliminary Assessment (40.541) and a Limited Site Investigation (40.543) as defined in the MCP, and submit the results of your findings to the Site Management Branch. Subsequent to the completion of the above site activities, no further investigative and/or remedial response actions may be initiated at this site without specific approval from the Site Management Branch unless a "Waiver" application is filed and approved by the Department pursuant to the provisions of 310 CMR 40.537. Finally, be advised that 310 CMR 40.520 and recent statutory amendments to M.G.L. Chapter 21E compel the Department to publish the addresses of all sites and locations of confirmed or suspected releases of oil/hazardous materials to the environment. Contingent upon an additional review of available incident/site information, this location may be included on a future list publication. If you have any further questions, please contact the Site Assessment/Cleanup D Section Administrative Assistant at the letterhead address or 935-2160. All future communications regarding this matter must reference the DEQE case number ERB-N88-1697. Very truly yours, X htnRobe rson vironmental Anal st Richard J. Culpin Deputy Regional Environmental Engineer RJC/SR/ae DEQE, OIR, 1 Winter St., Boston, MA 02108, Attn: Frank Sciannameo BOH, 818 Harrison Ave., Boston, MA 02113 Fire Dept., 115 Southampton St., Boston, MA 02118, Attn: Special Services Division, Deputy Chief Nino Tramontozz::i WEB ENGINEERING ASSOCIATES, INC. 152 KING STREET COHASSET. MASSACHUSETTS 02025 617- 383- 2305 October 11, 1989 Mr. Richard T. Horan, President Arborway Corp. c/o Hughes Oil Co. P.O. Box 187 West Roxbury, MA 02132 Dear Mr. Horan: This letter is confirming the fact that Web Engineering Associates, Inc. has been retained by the Arborway Corporation to perform a Preliminary Site Assessment and a Phase I Investigation as required by the Massachusetts Contingency Plan as a result of the release of #2 fuel oil which occurred in October of 1988 within the dike wall at the plant located at 3607R Washington Street, in Jamaica Plain, MA. The monitoring wells for this investigation have been D installed and groundwater samples obtained. The analysis of the laboratory results and the report generation should be completed within 45 days. If more information is needed at this time, please advise. Very truly yours, - Lorrimer Armstrong, Jr. Associate Engineer LA/cbl1 All guiug isuhl'iuuwuI '\P UBWUUEUU'IFW' '~ WI W~1I 1'Mi IPw nm in.rw RESULTS OF PHOTOIONIZATION SCREENING MW-1 MW-2 MW-3 S-1 O'-2' 7.3 S-1 0'-2' 0.5 S-1 0'-2' 45.5 S-1 0'-2' 38.4 S-1 0'-2' 0.6 S-1 0'-2" 93.9 S-lA 2.5'-4' 37.1 S-2 5'-7' 208.2 S-2 5'-7' 227.3 S-2 5'-7' 375.2 S-2 5'-7' 129.6 S-2 5'-7' 134.2 S-2 5'-7' 265.1 S-3 10'-12' 1.7 S-3 10'-12' 95.2 S-3 10'-12' 6.2 S-3 10'-12' 10.8 S-3 10'-12' 8.3 S-4 15'-17' 1.9 S-4 15'-17' 5.1 S-4 15'-17' 32.4 S-4 15'-17' 3.4 S-4 15'-17' 36.3 S-5 20'-22' 1.7 S-5 20'-22' 0.5 S-6 25'-27' 0 S-6 25'-27' 0 - 1 - WEB ENGINEERING ASSOCIATES, INC. 152 KING STREET COHASSET, MASSACHUSETTS 02025 617- 383- 2305 OUALITY ASSURANCE The laboratory equipment used to perform the analysis of the water has a sensitivity of about one part per billion for the organic compounds of interest in this study. It is imperative that the drilling and sampling equipment, therefore, be kept scrupulously clean relative to these compounds. The procedures described below have been designed to reduce any outside contamination to insignificant levels. Drilling Operations To reduce the potential of bringing outside contamination to the site or cross-contaminating a monitoring well, the boring equipment is steam cleaned and inspected before use. Also as tht> drilling rig is moved from one boring to the next, all equipment, i.e. auger, bits, split spoon, retrieval rod and auger head are manually cleaned of all soil and then steam cleaned to assure cleanliness and removal of any contaminants which may be present ID in the previous boring. In addition, all roadway boxes are steam cleaned prior to installation. No lubricate, (i.e. petroleum based grease) is used on any of the equipment that enters the bore hole. When soil samples are taken via the Standard Penetration Test with the split spoon sampler, the sampler is cleaned between each sample. The sampler is first washed in distilled water, then rinsed in distilled in glass methanol, then rinsed again in distilled water. All well screen installed in the monitoring wells is of the screw-joint variety and no glue is used on any portion of the well. The annulus of the well is filled with silica sand to one foot above the top of the screen. Above the silica sand a seal of bentonite pellets approximately 1.5 feet thick is placed. The seal is set by pouring distilled water onto the bentonite pellets. Above the seal the well is backfilled with the material from the drill hole unless this material is grossly contaminated in which case a clean backfill material is used. All monitoring wells are installed by a certified well driller and the work is supervised by a geologist experienced in well construction. Immediately after installation, each monitoring well is "developed" with a bottom entry bailer by gently surging the well Sand bailing the water and silt sufficiently to remove several volumes of water. The bailer is cleaned by the same procedure described under groundwater sampling prior to insertion to the well. Groundwater Sampling Groundwater samples are obtained by means of a bottom entry bailer suspended by a cotton cord. Prior to sampling, each well is pumped sufficiently to remove a minimum of four volumes of water. A four-step cleaning procedure of the bailer precedes each bailing and sampling. First the cotton cord is cut from the bailer. Then, the bailer is washed in distilled water to remove any mud or silt from the previous sampling. It is then washed with "distilled in glass" methanol. Finally it is rinsed again with distilled water. The cotton cord is replaced with new clean cord prior to each bailing sequence. This cleaning procedure is employed prior to the bailing and sampling for each monitoring well. All of these precautions reduce cross-contamination between samples to insignificant levels. , .j* SqcmOtaomen O/Josrnnmen4( Qea4 ?nrlos4'r 7o8otala c4 ood 2auoianco, doasctetsd oiCS Trthlowt o Va O w , /ao §tovono cttoa olyoio 30 flaflvalo Avo1Wo E4G~2S3 / Uternotve, N4&021Q0 PX#RCHAAlan altovono ? rooo talo , $ltratQ, FluorMeo, Pootcldoo, VVC, AlP, j rolatcOAthonoo, Volatila OrgonOc, Correoovity oros, odC, Col12o93 OW & NW) I7UL OCWXC7X fl &otaoo futrlanta, Dowand, PCi;, Pootleldoo, Volatilo ?olooabono, Vatilo Arocatioo, Cytmida, 0*1 & Grooo, Pfotoi@D, ?ocil ColA, ( & M), Standard Ploto Count Thit cot±lotoo co3oroodoo all proviouo cortificatoo loouod to tftlo loborntoy. 1aportno of csalynoa othor thn tboco outhocood abovo ohal Wo cn for gocatloi ~ofli21oaZion. Criginal Corntioato, not aoploo, auot bi dlopJ. placo at oll tito. OrtleicatIon oubjoot to approval by 0GC. i EK~hO'Oraon, Ph.D. iroator, £aborotory Cortlcltion Por '4 t -4 S.-4 I ccu a. 1 I60i .. . *s a I 2W001 lIT -'LJ< 1• 0 _ ,,,, 0 III- o wU -7 0i , ) L, )061 Cc z j wrNw 4 x C II ... 'u..,M7'"i t ecc noI i N C3I f I In; T, I CC JVJ I I 1 1 1 02 NII I I I I I -- 7 1 t mim a w z - .- a C >* Ucz cmo N'a xm C < 9 -Y C a - 44 r r icP 0to I ; I - ou ao U U r111 - T- 11 - - lb 2o C t Lao SS ia . Id oa 0 b 4~ Co ------___ I, a IdlYat 9 5o 10 (A S , --- "I ---- - r SwO /~9ofl- a ---- I i a ,a La 9 e Rm-- s. &*1 e we 700 .4 p.. 4 Pt S I I ." C 4 a 0 r V 'S '9 C .10 'C La tJJ (0 NJTh VA La -dildi S U 014 cli ~UkS 1 ~ ~ SII. 'it~!i P ""' ~ ;NYUW~WP STEVENS ANALYTICAL LABORATOREES, NC. a:::=:===::, 38 Montvale Avenue, Stoneham, MA 02180, (617) 438-6114 FAX (617) 438-0173 SUBMITTED BY: WEB ENGINEERING LAB NO. 8450A 152 KING STREET SAMPLE DATE: 9/28/89 COHASSET, MA DATE RECEIVED:9/28/89 ANALYSIS DATE:10/10/89 ATTN: ED WARNER SAMPLE MATRIX:SOIL SAMPLE CONTAINER:VOA VIAL EPA METHOD 8240 SAMPLE SOURCE: ARBORWAY MW-1 0'-2' COMPOUND CONCENTRATION DETECTION LIMIT ug/kg ug/kg Chloromethane ND Bromomethane ND Vinyl Chloride ND Chloroethane ND Methylene Chloride ND Trichlorofluoromethane ND 1,1 Dichloroethene ND 1,1 Dichloroethane ND trans-1,2 Dichloroethene ND Chloroform ND 1,2 Dichloroethane ND 1,1,1 Trichloroethane ND Carbon Tetrachloride ND Bromodichloromethane ND 1,2 Dichloropropane ND 1,3 Dichloropropene(cis & trans) ND Trichloroethene ND Dibromochloromethane ND 1,1,2 Trichloroethane ND Benzene ND Bromoform ND 1,1,2,2 Tetrachloroethane ND Tetrachloroethene ND Toluene ND Chlorobenzene ND Ethylbenzene ND 1,3 Dichlorobenzene ND 1,2 Dichlorobenzene ND 1,4 Dichlorobenzene ND Total Xylenes ND Authorized by: KatharnT S. alker, al Manager ND - None Detected Sample results are reported on a wet weight basis. Due to matrix interference these are the best achievable detection limits. __STEVENS ANALYTICAL LABORAT R]ES, INC. 38 Montvale Avenue, Stoneham, MA 02180, (617) 438-6114 ID FAX (617) 438-0173 SUBMITTED BY: WEB ENGINEERING LAB NO. 8450.B 152 KING STREET SAMPLE DATE: 9/28/89 COHASSET, MA DATE RECEIVED:9/28/89 ANALYSIS DATE:10/10 /89 ATTN: ED WARNER SAMPLE MATRIX:SOIL SAMPLE CONTAINER:VOA VIAL EPA METHOD 8240 SAMPLE SOURCE: ARBORWAY MW-1 5'-7' COMPOUND CONCENTRATION DETECTION LIMIT ug/kg ug/kg Chloromethane ND 1000 Bromomethane ND 1000 Vinyl Chloride ND 1000 Chloroethane ND 1000 Methylene Chloride ND 1000 Trichlorofluoromethane ND 1000 1,1 Dichloroethene ND 500 1,1 Dichloroethane ND 500 trans-1,2 Dichloroethene ND 500 S Chloroform ND 500 1,2 Dichloroethane ND 500 1,1,1 Trichloroethane ND 500 Carbon Tetrachloride ND 500 Bromodichloromethane ND 500 1,2 Dichloropropane ND 500 1,3 Dichloropropene(cis & trans) ND 500 Trichloroethene ND 500 Dibromochloromethane ND 500 1,1,2 Trichloroethane ND 500 Benzene ND 500 Bromoform ND 500 1,1,2,2 Tetrachloroethane ND 500 Tetrachloroethene ND 500 Toluene ND 500 Chlorobenzene ND 500 Ethylbenzene ND 500 1,3 Dichlorobenzene ND 500 1,2 Dichlorobenzene ND 500 1,4 Dichlorobenzene ND 500 Total Xylenes ND 500 Authorized by: - Kathr ine . lki, neral nager ND - None Detected Sample results are reported on a wet weig t basis. S Due to matrix interference these are the best achievable detection limits. 11"q~f~lir7'Pwu1 I, vIu,~~r 1; rprr"' = STEVENS ANALYTICAL LABORATORIES, INC. 38 Montvale Avenue, Stoneham, MA 02180, (617) 438-6114 FAX (617) 438-0173 SUBMITTED BY: WEB ENGINEERING LAB NO. 8450C 152 KING STREET SAMPLE DATE: 9/28/89 COHASSET, MA DATE RECEIVED:9/28/89 ANALYSIS DATE:10/10/89 ATTN: ED WARNER SAMPLE MATRIX:SOIL SAMPLE CONTAINER:VOA VIAL EPA METHOD 8240 SAMPLE SOURCE: ARBORWAY MW-2 0'-2' COMPOUND CONCENTRATION DETECTION LIMIT ug/kg ug/kg Chloromethane ND 250 Bromomethane ND 250 Vinyl Chloride ND 250 Chloroethane ND 250 Methylene Chloride ND 250 Trichlorofluoromethane ND 250 1,1 Dichloroethene ND 125 1,1 Dichloroethane ND 125 trans-l,2 Dichloroethene ND 125 Chloroform ND 125 1,2 Dichloroethane ND 125 1,1,1 Trichloroethane ND 125 Carbon Tetrachloride ND 125 Bromodichloromethane ND 125 1,2 Dichloropropane ND 125 1,3 Dichloropropene(cis & trans) ND 125 Trichloroethene ND 125 Dibromochloromethane ND 125 1,1,2 Trichloroethane ND 125 Benzene ND 125 Bromoform ND 125 1,1,2,2 Tetrachloroethane ND 125 Tetrachloroethene ND 125 Toluene ND 125 Chlorobenzene ND 125 Ethylbenzene ND 125 1,3 Dichlorobenzene ND 125 1,2 Dichlorobenzene ND 125 1,4 Dichlorobenzene ND 125 Total Xylenes 450 125 Authorized by: / )1aw.. Kathar ne S. W er, G neral Manager ND - None Detected Sample results are reported on a wet weig basis. .jji rwmn'uy'W'1i1V11 mm ui'uuu'Iu'.I'i 'p'"' ""r~" r Vni = = STEVENS ANALYTICAL LABORATORIES, INC. 38 Montvale Avenue, Stoneham, MA 02180, (617) 438-6114 FAX (617) 438-0173 SUBMITTED BY: WEB ENGINEERING LAB NO. 8450D 152 KING STREET SAMPLE DATE: 9/28/89 COHASSET, MA DATE RECEIVED:9/28/89 ANALYSIS DATE:10/10/89 ATTN: ED WARNER SAMPLE MATRIX:SOIL SAMPLE CONTAINER:VOA VIAL EPA METHOD 8240 SAMPLE SOURCE: ARBORWAY MW-2 5'-7' COMPOUND CONCENTRATION DETECTION LIMIT ug/kg ug/kg Chloromethane ND Bromomethane ND Vinyl Chloride ND Chloroethane ND Methylene Chloride ND Trichlorofluoromethane ND 1,1 Dichloroethene ND 1,1 Dichloroethane ND trans-l,2 Dichloroethene ND Chloroform ND 1,2 Dichloroethane ND 1,1,1 Trichloroethane ND Carbon Tetrachloride ND Bromodichloromethane ND 1,2 Dichloropropane ND 1,3 Dichloropropene(cis & trans) ND Trichloroethene ND Dibromochloromethane ND 1,1,2 Trichloroethane ND Benzene ND Bromoform ND 1,1,2,2 Tetrachloroethane ND Tetrachloroethene ND Toluene ND Chlorobenzene ND Ethylbenzene ND 1,3 Dichlorobenzene ND 1,2 Dichlorobenzene ND 1,4 Dichlorobenzene ND Total Xylenes ND 2 Authorized by: /V hi, IA.// )I d L4 Kathar$STCS. WElker,>1i eril ManAger r eA-anger ND - None Detected Kathar S' Sample results are reported on a wet weight basis. Due to matrix interference these are the best achievable detection limits. 'Jjiu"i"'U'lIJI31uuuNUII! ' Pr" = STEVENS ANALYTICAL LABORATORIES, INC. 38 Montvale Avenue, Stoneham, MA 02180, (617) 438-6114 FAX (617) 438-0173 SUBMITTED BY: WEB ENGINEERING LAB NO. 8450E 152 KING STREET SAMPLE DATE: 9/28/89 COHASSET, MA DATE RECEIVED:9/28/89 ANALYSIS DATE:10/10/89 ATTN: ED WARNER SAMPLE MATRIX:SOIL SAMPLE CONTAINER:VOA VIAL EPA METHOD 8240 SAMPLE SOURCE: ARBORWAY MW-3 O'-2' COMPOUND CONCENTRATION DETECTION LIMIT ug/kg ug/kg Chloromethane ND 2 Bromomethane ND 2 Vinyl Chloride ND 2 Chloroethane ND 2 Methylene Chloride ND 2 Trichlorofluoromethane ND 2 1,1 Dichloroethene ND 1 1,1 Dichloroethane ND 1 trans-1,2 Dichloroethene ND 1 Chloroform ND 1 1,2 Dichloroethane ND 1 1,1,1 Trichloroethane ND 1 Carbon Tetrachloride ND 1 Bromodichloromethane ND 1 1,2 Dichloropropane ND 1 1,3 Dichloropropene(cis & trans) ND 1 Trichloroethene ND 1 Dibromochloromethane ND 1 1,1,2 Trichloroethane ND 1 Benzene ND 1 Bromoform ND 1 1,1,2,2 Tetrachloroethane ND 1 Tetrachloroethene ND 1 Toluene ND 1 Chlorobenzene ND 1 Ethylbenzene ND 1 1,3 Dichlorobenzene ND 1 1,2 Dichlorobenzene ND 1 1,4 Dichlorobenzene ND 1 Total Xylenes ND 1 Authorized by: Kta Katha aManager ND - None Detected Sample results are reported on a wet weig basis. ji119f1 rlqwIint, DI IHtR1~ffLfl~II~ r1' [,1 11'If "' WinYU! = = STEVENS ANALYTICAL LABORATORIIES, INC. 38 Montvale Avenue, Stoneham, MA 02180, (617) 438-6114 FAX (617) 438-0173 SUBMITTED BY: WEB ENGINEERING LAB NO. 8450F 152 KING STREET SAMPLE DATE: 9/28/89 COHASSET, MA DATE RECEIVED:9/28/89 ANALYSIS DATE:10/10/89 ATTN: ED WARNER SAMPLE MATRIX:SOIL SAMPLE CONTAINER:VOA VIAL EPA METHOD 8240 SAMPLE SOURCE: ARBORWAY MW-3 5'-7' COMPOUND CONCENTRATION DETECTION LIMIT ug/kg ug/kg Chloromethane ND Bromomethane ND Vinyl Chloride ND Chloroethane ND Methylene Chloride ND Trichlorofluoromethane ND 1,1 Dichloroethene ND 1,1 Dichloroethane ND trans-1,2 Dichloroethene ND Chloroform ND 1,2 Dichloroethane ND 1,1,1 Trichloroethane ND Carbon Tetrachloride ND Bromodichloromethane ND 1,2 Dichloropropane ND 1,3 Dichloropropene(cis & trans) ND Trichloroethene ND Dibromochloromethane ND 1,1,2 Trichloroethane ND Benzene ND Bromoform ND 1,1,2,2 Tetrachloroethane ND Tetrachloroethene ND Toluene ND Chlorobenzene ND Ethylbenzene ND 1,3 Dichlorobenzene ND 1,2 Dichlorobenzene ND 1,4 Dichlorobenzene ND 2 Total Xylenes D, A Authorized by: Val 0,1 Kathar [e-s.WaiTer' nerai M a ager ND - None Detected Sample results are reported on a wet weig7t basis. Due to matrix interference these are the best achievable detection limits. l IIu I n Willil I"Twillp!I IF 1111 siauI mW1 mr1nrr r f" m p 0MiMn'' = = = STEVENS ANALYTICAL LABORA'ORIES, INC. = = 38 Montvale Avenue, Stoneham, MA 02180, (617) 438-6114 FAX (617) 438-0173 LABORATORY NUMBER: 8503 SAMPLE DATE: 10/6/89 DATE RECEIVED: 10/6/89 SUBMITTED BY: WEB ENGINEERING ASSOCIATES 152 King Street Cohasset, Ma 02025 ATTN: Mr. Ed Warner SAMPLE SOURCE: ARBORWAY REFERENCE: According to Standard Methods of Water and Wastewater Analysis, 16th Ed. SAMPLE SOURCE TPH (IR) CONCENTRATION 1.87 mg/1 1.78 mg/1 2.02 mg/1 Authorized tH~~i(A K-a ~ine S. WaLkr Geneeil'Manager JJI''nI II'WUIEEIIW U '_;i i 1''' : *Iir!rrl p. *I * STEVENS ANALYTICAL LABORA'O RIES, INC. 38 Montvale Avenue, Stoneham, MA 02180, (617) 438-6114 FAX (617) 438-0173 SUBMITTED BY: WEB ENGINEERING INC. LABORATORY NUMBER: 8503A 152 King Street SAMPLE DATE: 10/06/89 Cohasset, MA 02025 DATE RECEIVED; 10/06/89 ANALYSIS DATE: 10/12/89 SAMPLE MATRIX: Water ATTN: Ed Warner SAMPLE CONTAINER: VOA Vial EPA METHOD 624 SAMPLE SOURCE: ARBORWAY MW-1 COMPOUND CONCENTRATION DETECTION LIMIT ug/1 ug/1 Chloromethane ND 10 Bromomethane ND 10 Vinyl Chloride ND 10 Chloroethane ND 10 Methylene Chloride ND 10 Trichlorofluoromethane ND 10 1,1 Dichloroethene ND 5 1,1 Dichloroethane ND 5 trans-l,2 Dichloroethene ND 5 Chloroform ND 5 1,2 Dichloroethane ND 5 1,1,1 Trichloroethane ND 5 Carbon Tetrachloride ND 5 Bromodichloromethane ND 5 1,2 Dichloropropane ND 5 1,3 Dichloropropene(cis & trans) ND 5 Trichloroethene ND 5 Dibromochloromethane ND 5 1,1,2 Trichloroethane ND 5 Benzene ND 5 Bromoform ND 5 1,1,2,2 Tetrachloroethane ND 5 Tetrachloroethene ND 5 Toluene ND 5 Chlorobenzene ND 5 Ethylbenzene ND 5 1,3 Dichlorobenzene ND 5 1,2 Dichlorobenzene ND 5 1,4 Dichlorobenzene ND 5 Total Xylenes ND 5 Authorized by: #I4' ( KatNne walFr enera Manager ND - None Detected Iur"MTuIN 1'r~l~ .uu~w.uuuuv'IN.INp1w1...wi *'r rr = STEVENS ANALYTICAL LABOGRATORIES, INC. 38 Montvale Avenue, Stoneham, MA 02180, (617) 438-6114 FAX (617) 438-0173 SUBMITTED BY: WEB ENGINEERING INC. LABORATORY NUMBER: 8503B 152 King Street SAMPLE DATE: 10/06/89 Cohasset, MA 02025 DATE RECEIVED; 10/06/89 ANALYSIS DATE: 10/12/89 SAMPLE MATRIX: Water ATTN: Ed Warner SAMPLE CONTAINER: VOA Vial EPA METHOD 624 SAMPLE SOURCE: ARBORWAY MW-2 COMPOUND CONCENTRATION DETECTION LIMIT ug/1l ug/1 Chloromethane ND Bromomethane ND Vinyl Chloride ND Chloroethane ND Methylene Chloride ND Trichlorofluoromethane ND 1,1 Dichloroethene ND 1,1 Dichloroethane ND trans-1,2 Dichloroethene ND Chloroform ND 1,2 Dichloroethane ND 1,1,1 Trichloroethane ND Carbon Tetrachloride ND Bromodichloromethane ND 1,2 Dichloropropane ND 1,3 Dichloropropene(cis & trans) ND Trichloroethene ND Dibromochloromethane ND 1,1,2 Trichloroethane ND Benzene ND Bromoform ND 1,1,2,2 Tetrachloroethane ND Tetrachloroethene ND Toluene ND Chlorobenzene ND Ethylbenzene ND 1,3 Dichlorobenzene ND 1,2 Dichlorobenzene ND 1,4 Dichlorobenzene ND Total Xylenes ND Authorized by: Kath44'tY . Walkr ehg ftM f1anager ND - None Detected u1ji' I'wuVII I'rI! ININI u11 'I EKEfi I'41r INvNUJ 'qp 'r , m'11 r!uw = = STEVENS ANALYTICAL LABORATORES, INC. = C 38 Montvale Avenue, Stoneham, MA 02180, (617) 438-6114 FAX (617) 438-0173 SUBMITTED BY: WEB ENGINEERING INC. LABORATORY NUMBER: 8503C 152 King Street SAMPLE DATE: 10/06/89 Cohasset, MA 02025 DATE RECEIVED; 10/06/89 ANALYSIS DATE: 10/12/89 SAMPLE MATRIX: Water ATTN: Ed Warner SAMPLE CONTAINER: VOA Vial EPA METHOD 624 SAMPLE SOURCE: ARBORWAY MW-3 COMPOUND CONCENTRATION DETECTION LIMIT ug/l ug/l Chloromethane ND 10 Bromomethane ND 10 Vinyl Chloride ND 10 Chloroethane ND 10 Methylene Chloride ND 10 Trichlorofluoromethane ND 10 1,1 Dichloroethene ND 5 1,1 Dichloroethane ND 5 trans-l,2 Dichloroethene 6.0 5 Chloroform ND 5 1,2 Dichloroethane ND 5 1,1,1 Trichloroethane ND 5 Carbon Tetrachloride ND 5 Bromodichloromethane ND 5 1,2 Dichloropropane ND 5 1,3 Dichloropropene(cis & trans) ND 5 Trichloroethene ND 5 Dibromochloromethane ND 5 1,1,2 Trichloroethane ND 5 Benzene ND 5 Bromoform ND 5 1,1,2,2 Tetrachloroethane ND 5 Tetrachloroethene ND 5 Toluene ND 5 Chlorobenzene ND 5 Ethylbenzene ND 5 1,3 Dichlorobenzene ND 5 1,2 Dichlorobenzene ND 5 1,4 Dichlorobenzene ND 5 Total Xylenes ND 5 Authorized by: VIA j A / ); el/- Katha i he S.- Walke e lrTVal- Mnhger ND - None Detected LLJ I wq1pqjffrj'1p t !'qrfj jjlqp %'111 .Njj III rixv 111liq AV T'r w 'JRq = = = = STEVENS ANALYTICAL LABORATORIES, INC. C = 38 Montvale Avenue, Stoneham, MA 02180, (617) 438-6114 FAX (617) 438-0173 LABORATORY NUMBER: 8450 SAMPLE DATE: 9/28/89 DATE RECEIVED: 9/28/89 SUBMITTED BY: WEB ENGINEERING 152 KING STREET COHASSET. MA ATTN: ED WARNER SAMPLE SOURCE: ARBORWAY ANALYSIS: According to Standard Methods of Water and Wastewater Analysis, 16th Ed. PARAMETER TPH(IR) MW-1 0'-2' 1,020 mg/kg MW-1 5'-7' 1,430 mg/kg MW-2 0'-2' 1,690 mg/kg MW-2 5'-7' 974 mg/kg MW-3 0'-2' 669 mg/kg MW-3 5'-7' 6,340 mg/kg Authorized ljlqikljA.i4i )Vlu Kathar'Sf . Wal j eral Manager *Dry Weight jTJ "; 11,-1- "'1 = = = STEVENS ANALYTICAL LABORATORES, INC. = = 38 Montvale Avenue, Stoneham, MA 02180, (617) 438-6114 FAX (617) 438-0173 LABORATORY NUMBER: 8450 SAMPLE DATE: 9/28/89 DATE RECEIVED:9/28/89 SUBMITTED BY: WEB ENGINEERING 152 KING STREET COHASSET, MA 02025 ATTN: ED WARNER SAMPLE SOURCE: ARBORWAY ANALYSIS: According to Standard Methods of Water and Wastewater Analysis, 16th Ed. TOTAL RCRA 8 METALS: PARAMETER MW-1 0'-2' MW-1 51-71 MW-2 0O-2' ARSENIC 1.3 mg/kg SELENIUM <0.01 mg/kg MERCURY <0.25 mg/kg SILVER mg/kg BARIUM mg/kg CADMIUM mg/kg CHROMIUM mg/kg LEAD mg/kg Authorized by: Rathake S. Wa ke , eral Ma ager Analyses expressed a on Dry Weight Basis LAJIIuIrrI'.YuHI!I I T~id!w, ,'iI IuuuI. w'!a#u!Huqu'wur'I! !r..,.r..- . w = = STEVENS ANALYTICAL LABORATORMES INC. = = 38 Montvale Avenue, Stoneham, MA 02180, (617) 438-6114 FAX (617) 438-0173 LABORATORY NUMBER: 8450 SAMPLE DATE: 9/28/89 DATE RECEIVED:9/28/89 SUBMITTED BY: WEB ENGINEERING 152 KING STREET COHASSET, MA 02025 ATTN: ED WARNER SAMPLE SOURCE: ARBORWAY ANALYSIS: According to Standard Methods of Water and Wastewater Analysis, 16th Ed. TOTAL RCRA 8 METALS: PARAMETER MW-2 5'-7' MW-3 O'-2' MW-3 5*-7' ARSENIC 3.8 3.1 1.0 mg/kg SELENIUM 0.04 0.02 <0.01 mg/kg MERCURY <0.25 0.54 0.42 mg/kg SILVER 0.55 0.69 0.75 mg/kg BARIUM 211 161 35 mg/kg CADMIUM 0.44 0.92 0.35 mg/kg CHROMIUM 51 86 24 mg/kg LEAD 11.7 1,060 8.6 mg/kg Authorized by: Kathar elkerral Manager Analyses expressed on a Dry Weight Basis LJJ I FlTi I fffFI II f1 *'PY' IMun': F *In R j p!jun I : * NF ! ,"! ' " _STEVENS ANALYTICAL LABORATORIES, INC. 38 Montvale Avenue, Stoneham, MA 02180, (617) 438-6114 ) FAX (617) 438-0173 LABORATORY NUMBER: 8626 SAMPLE DATE: 10/25/89 DATE RECEIVED: 10/25/89 SUBMITTED BY: WEB ENGINEERING 152 KING STREET COHASSET, MA 02025 ATTN: ED WARNER SAMPLE SOURC E: ARBORWAY REFERENCE: According to Standard Methods of Water and Wastewater Analysis. 16th Ed. E.P. TOXICITY RCRA 8 METALS: PARAMETER MW-3 (0'-201 Arsenic <1 .0 Selenium <1.0 Mercury <0.5 Silver <0.01 Barium <0.5 Cadmium <0.01 Chromium <0.01 Lead <0.05 Authorized by: Kath ne . er General Manager uJirrEry'I",wu qI9III~wII ** U4'MUNISEIFI' 'r' r!I *II ~. **~ r ~ = = STEVENS ANALYTICAL LABORATORES, INC. = 38 Montvale Avenue, Stoneham, MA 02180, (617) 438-6114 FAX (617) 438-0173 LABORATORY NUMBER: 8626 SAMPLE DATE: 10/25/89 DATE RECEIVED: 10/25/89 SUBMITTED BY: WEB ENGINEERING 152 KING STREET COHASSET, MA 02025 ATTN: ED WARNER SAMPLE SOURC E: ARBORWAY REFERENCE: According to Standard Methods of Water and Wastewater Analysis, 16th Ed. 13 PRIORITY POLLUTANT METALS: PARAMETER MW-1I MW-2 MW-3 Arsenic 38 28 60 ppb Selenium <1.0 <1.0 <1.0 ppb Mercury <0.5 <0.5 <0.5 ppb Silver <0.01 <0.01 <0.01 mg/1 Beryllium <0.02 <0.02 <0.02 mg/1 Cadmium <0.01 <0.01 <0.01 mg/1 Chromium 0.59 0.52 1.06 mg/1 Copper 0.28 0.22 0.45 mg/l Nickel 0.20 0.20 0.32 mg/1 Lead 0.20 0.18 0.40 mg/1 Antimony <0.2 <0.2 <0.2 mg/1 Thallium <0.1 <0.1 mg/l Zinc 0.46 0.51 0.60 mg/1 Authorized by: Kat S. Wal , GeneraManager R!rRlWII:II PI ,. 1.I DIE 1 UU E 'riI . hIR!rr I' , STEVENS ANALYTICAL LABORATiORIES, INC. 38 Montvale Avenue, Stoneham, MA 02180, (617) 438-6114 FAX (617) 438-0173 LABORATORY NUMBER: 8626.1 SAMPLE DATE: 10/25/89 DATE RECEIVED: 10/25/89 SUBMITTED BY: WEB ENGINEERING ASSOCIATES 152 KING STREET COHASSET, MA 02025 ATTN: ED WARNER SAMPLE SOURCE: ARBORWAY - MW-3 (0'-2') (SOIL) REFERENCE: According to Standard Methods of Water and Wastewater Analysis. 16th Ed. PARAMETER CONCENTRATION Chromium, Hexavalent <1.0 mg/kg Wet Weight Basis Authorized by: Katha S. Walke , eneral Manager L COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION CNE WINTER STREET, BOSTON, MA 02108 617-292-5500 ARGEO PAUL CELLUCCI TRUDY COXE Governor Secretary DAVID B. STRUHS Commissioner ARBORWAY CORP MASS CORP SITE INFORMATION: 3593 WASHINGTON ST/JAMAICA PL SITE NUMBER 3-0002696 ARBORWAY CORP. BOSTON,MA 02130- 3593-3651 WASHINGTON ST. BOSTON ** IMPORTANT COMPLIANCEINFORMATION- PLEASE READ IMMEDIATELY ** May 21, 1998 Dear Sir or Madam: The Department of Environmental Protection (DEP) recently sent you a letter dated April 16, 1998, informing you that DEP planned to publish the 1998 List of Tier I Disposal Sites on or about August 4, 1998. This List identifies the highest priority (Tier 1) sites in the Commonwealth where a release of oil or hazardous material has been reported to DEP, as well as "default Tier IB" sites where property owners or other parties have missed a significant assessment or cleanup deadline. The letter informed you that the above-referenced site would be included in the Tier I Site List as a default Tier IBsite unless actions were taken to return this site to compliance by June 15, 1998. Please note that, due to unforeseen circumstances that have arisen, DEP is extending the June 15 deadline to July 31, 1998, and will publish the Tier ISite List sometime in early Fall 1998 rather than this coming August. Therefore, to avoid having this site included in the Tier I Site List, you must take appropriate actions (as described in the April 16, 1998 letter) by July 31, 1998. If you have - -already-responded- appropriately to-the April 16,1998-letter, please disregard-thisnotice. If you have questions about the requirements applicable to the above-referenced site, please visit DEP's Web Site (www.state.ma.us/dep/bwsc) or call the MCP HelpLine: from area code 617 and outside Massachusetts, call 617- 338-2255; from all other Massachusetts area codes, call 800- 462-0444. Very truly yours, Sstak 06Atw Sarah Weinstein, Acting Deputy Assistant Commissioner Bureau of Waste Site Cleanup DEP on the World Wide Web: http://www.magnet.state.ma.us/dep SPrinted on Recycled Paper C- ONWEALTH OF MASSACHUSF EX UTIVE OFFICE OF ENVIRONME TAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617-292-5500 ARGEO PAUL CELLUCCI GovernorTRUDY TRUDYCOXECOXE Governor Secretary DAVID B. STRUHS Commissioner ARBORWAY CORP MASS CORP SITE INFORMATION: 3593 WASHINGTON ST/JAMAICA PL SITE NUMBER 3-0002696 ARBORWAY CORP. CUROWN 3593-3651 WASHINGTON ST. BOSTON,MA 02130- BOSTON ** IMPORTANT COMPLIANCE INFORMATION - PLEASE READ IMMEDIATELY** April 16, 1998 Dear Sir or Madam: The Department of Environmental Protection (DEP) will publish the 1998 List of Tier I Disposal Sites on or about August 4, 1998. This List identifies the highest priority (Tier I) sites in the Commonwealth where a release of oil or hazardous material has been reported to DEP, as well as "default Tier IB" sites where property owners or other parties have missed a significant assessment or cleanup deadline. DEP is publishing this list in accordance with Massachusetts General Law Chapter 21 E, Section 3A(b) and the Massachusetts Contingency Plan ("MCP," 310 CMR 40.0000). Our information indicates that you have a connection to the above-referenced site as a past or current landowner, facility owner or operator, generator or transporter of oil or hazardous material, or another type of connection. The above-referenced site will be included in the Tier I Site List as a default Tier IB site unless actions are taken to return this site to compliance. Designation as a default Tier IB site could result in increased compliance fees and DEP enforcement. To avoid having this site included in the Tier I Site List and to avoid possible enforcement action, you must take appropriate actions (as described in Attachment 1) by June 15, 1998. For More Information: A copy of the MCP may be obtained from the Statehouse Bookstore in Boston by calling 617-727-2834 or in Springfield by calling 413-784-1376. If you have questions about the requirements applicable to the above-referenced site, please visit DEP's Web Site (www.state.ma.us/dep/bwsc) or call the MCP HelpLine: from area code 617 and outside Massachusetts, call 617- 338-2255; from all other Massachusetts area codes, call 800-462-0444. Very truly yours, Sarah Weinstein, Acting Deputy Assistant Commissioner Bureau of Waste Site Cleanup This information is available in alternate format by calling our ADA Coordinator at (617) 574-6872. DEP on the World Wide Web: http://www.magnet.statenma.us/dep 0 Printed on Recycled Paper COQONWEALTH OF MASSACHUSEP EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617-292-5500 ARGEO PAUL CELLUCCI GovernorTRUDY TRUDY COECOXE Governor Secretary DAVID B. STRUHS Commissioner ATLAS OIL CO SITE INFORMATION: 385 UNIVERSITY AVE SITE NUMBER 3-0002696 WESTWOOD,MA 02090 ARBORWAY CORP. 3593-3651 WASHINGTON ST. BOSTON ** IMPORTANT COMPLIANCE INFORMATION - PLEASE READ IMMEDIATELY ** May 28, 1998 Dear Sir or Madam: The Department of Environmental Protection (DEP) will publish the 1998 List of Tier I Disposal Sites this Fall. This List identifies the highest priority (Tier I)sites in the Commonwealth where a release of oil or hazardous material has been reported to DEP, as well as "default Tier IB" sites where property owners or other parties have missed a significant assessment or cleanup deadline. DEP is publishing this list in accordance with Massachusetts General Law Chapter 21E, Section 3A(b) and the Massachusetts Contingency Plan ('MCP," 310 CMR 40.0000). Our information indicates that you have a connection to the above-referenced site as a past or current landowner, facility owner or operator, generator or transporter of oil or hazardous material, or another type of connection. The above-referenced site will be included in the Tier I Site List as a default Tier IB site unless actions are taken to return this site to compliance. Designation as a default Tier IB site could result in increased compliance fees and DEP enforcement. To avoid having this site included in the Tier I Site List and to avoid possible enforcement action, you must take appropriate actions (as described in Attachment 1) by July 31, 1998. For More Information: A copy of the MCP may be obtained from the Statehouse Bookstore in Boston by calling 617-727-2834 or in Springfield by calling 413-784-1376. If you have questions about the requirements applicable to the above-referenced site, please visit DEP's Web Site (www.state.ma.us/dep/bwsc) or call the MCP HelpLine: from area code 617 and outside Massachusetts, call 617- 338-2255; from all other Massachusetts area codes, call 800-462-0444. Very truly yours, Sarah Weinstein, Acting Deputy Assistant Commissioner Bureau of Waste Site Cleanup This information is available in alternate format by calling our ADA Coordinator at (617) 574-6872. DEP on the World Wde Web: http://www.magnet.state.rna.us/dep Q Printed on Recycled Paper