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AND PHASE 1 REPORT ARBORWAY CORPORATION 3593-3651 WASHINGTON ST S JAMAICA PLAIN MA 02130
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:!,= " • L I t~ A Commonwealth of Massachusetts Department of Environmental Quality Engineering Potential Oil/Hazardous Material Release Site For DECE Use Only Case No. PRELIMINARY ASSESSMENT REPORT File Name Dat Listed I. PROPERTY NAME AND LOCATION (See Supplementary Instructions) Disposition
Property Name Arborway Corp. UTM Coordinates N M AddressAddress 3593-3651 Washington Street e 32585325850 M Latide/ Long itude IIMunicipality Zip Code USGS Ouad(s) 42 18 ' Lni" N Jamaica Plain 02130 Boston South, m 71 06' 43" w II. OWNERS/OPERATORS Present Owner * Atborway Corp. Date Specific Property Use/Activity Address: 3593-3651 Washington St. Acquired #2 Fuel Oil Storage/ Jamaica Plain Termnallic Rentalroperty Contact Richard T. Horan, Sr. Te 617 327 . 4600 3/80 SIC 0(1 Active L. Inactve
Present Operatonr Arborvay Corp. Date Specific Propety Use/Activity Address: 3593-3651 Washington St. Started Same As Above contact Jamaica Plain Tel. - - 3/80 sic . 0 Act" Inactive Robert A. Baxter, Jr. 617 524 8158 Specific Property use/Activity Owner. Atlas .Oil Corp. From/To IPreviousAddress: Allied Drive Dates probably same Dedham Tel. 12/79 SICa - 3/80 Previous Operator General Oil Burner Inc. From/To Specific Property Use/Activity Address: and others Dates Not Available Te - 12/793/80 SIC# N.A. - 3/80 slc t 1Tel. - - S Additional Owner/Operator Information is: X Attached - Unknown Not Pertinent
S Ill. GENERAL PROPERTY/AREA INFORMATION site Locus Map Attached ' Property/Area Use * Property Present Property Past Surrounding Area Check if property is or ever wias known: Industrial _ Refuse/Waste Disposal Area Commercial x .L Gasoline (Service) Station Residential - y Fuel Storage Depot Agricultural . Industrial Manufacturing Facility Undeveloped - Check If Property is Planned for Development
I IV. REVIEW OF AVAILABLE RECORDS/INFORMATION
Municipal: Date Reviewed 10 /..9 / 9y Ka3 RpTr Of ERG IInformation Source(s): Boston Fire Department Contact Person(s): Inspector Isaac Hendricks Telephone: 6177253622 State: * Date Reviewed 10/4/89 By Kay Reddy of ERG Information Source(s): DEP - Northeast Region, Woburn, MA contact Persiorn(s): Telephone: 617-935-2160 Owner/Operator 10 Date Reviewed 9/ 2 9 8 9 ey Edward J. Warner of Web EnaineerinTga Assoc. Information Source(s): Arborway Corporation I Contact Person(s): Robert A. Baxter, Jr. Telephone: 617-383-2305 Other " Date Reviewed 10/5/8%9By Kay Reddv of ERG Information Source(s): Boston City Hospital, Office of Environmental Affairs i Contact Person(s): John Shea Telephone: 617-424-596" Additional Information/Information Sources are attached: El Yes C No.
OHW/SAC. Fr n PA A7- IV. SURVEY OF AVAILABLE RECORDS/INFORMATION (Continued.) .1 Based upon records and available Information, have petroleum products or hazardous matealais been used, treated, stored. Or disposed of, on the property? Yes C No . Petroleum Hazardous Materials
Underground Storage Tanks: '2 Records/Evidence Present/Formeraof Use: Yes O No indicate Number of Tanka: Gasoline Fuel 011 Waste/Outer Oil Hazardous Materals Unknown Presently On-s t ._9 _ 0_ Rmoed p With Capacity 1100 Gallons 0 .S.0 _._ Over 10 Yers Old - - Total Number. O 4 S 0
Wastew s:t.Is Generated? Composition Disposal Pre..ent Yes 0 No 0 unknown C Selt 0 Indufsia 0 unicipa sewer 3 on-.le Other Past: C Yes No 0 Unknown C San y Industrial C Municip sawer C On-se 0 Other Coinmotcomm
Is er currety an on-e, w sr supply well? Ye No Unknown. Act"e? C Yes C No. Other exISng means for samplIng groundwater? 0 Y es No
Indikam Present or Past Federal/Stas Environmental Permis/Regulstiocs at the Property. O N.P.D.E_. 0 Groundwater Discharge 0 .c.F. Ge.nerato r C C.R TSo C Aiualityr oter Commernts DEP Case #EIB-N88-1697
s/are there any record(s) of Criminal. Civil, or Administrative Actions, at the property due to (alleged) violations of environmental statute or regu- laton? .C ye M No Commenrts:
V. PROPERTY RECONNAISSANCE
Property Reconrmasanca by Owner/Operttor mA (Circle orne.) Date 9/29/89 By Ftwan J Warr o web ncin rinq r Evidence of a Reease of Oi or Hazardous Materials? Ye. O No Potential If Yes/Potential. Based upon: C visual 3 oftctory anaiycal/scraning Comments: See Phase I Report
FOR DEQE USE ONLY:
- On-site Reconnaissance Off-siat Reconnaslsance By EPA/IDECE/Comractor. (Circle one.) Data By Of Evidence of a Relea'se of Oil or Hazardous Materials? 0 Ye C No C Potwntial IICommento: .41 $4 r- N rn)
tc;H ro U'
wc -
..... I C Dl E I I I .. I - i - S " 4 . 1 . I U).
4J C P,4- DO4 N En PJir 4J. 4J H.A A
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T I J , i i, i . i i - i • IH I[, .. . .
-- , . I I ... a .r >. 3t' .D TIn ~:~s II I I , . i I II I
II ______I I I' VII. CONCLUSIONS AND CERTIFICATIONS Based upon all available information an ta., pursuantto MGL Chapter 21E, is tere evidence that a rel ase of oil orhazardous matenrial has or Is occurring at the property? Yes C No 0 Unknown at this time
Do property conditions constitute a threat of rulese? YYe No C potential
If either of above Is"Ye". are Immediate ste actions necessary to abate an imminent hazard to publlc health, safety, well, or te envlronment, due to: Proximity to known potable water supplies? 0 Yes E No Potential for directhuman contact and exposure? 0 ye El No Potential for fire or explosion? O Yes " No Proximitytofliheres/crtca habstats? 0 Yea No
aOther. _Ye [I a 0No
Ia release has been confirmedc are InmmedLate actions necessary to initiate abatement, containment or recovery actions, in order to avoid a al4uaton wheore a delay in remedial actiorns will substantially decease the efficiency and/or degree of ultimate cleanup? 0 Y.e No
Have remedial actions already been taken at the oft? Ye O o NOTE Ifimmediate actions arm needed, or If remedial actions have already been taken at e sie, append complete dtas on nature of problem and proposed/completd site actiors
Operafor/Plvate PFty (Circle one.) Professional Environmental Consultant Name Trrarni 5 R n. Sr. Name Edward J. Wamer Tiein President Title Geologist company Arborway Corporation Firm Web Engineering Assoc. Inc,
Date onte / - _ 90 __1 PropertyProert AilatOnAffiliation On ne Additional Information attached to Formn
Indicate Nasme(s) of Environmental Assessment Report(s) prepared for Propery Preliminary Assessent and Phase I Reports prepared by Web Enqineerincr Asscc,
If Form completed by Private Party and/or Professional Envimronmental Consultant pleae sign: I hereby certfy that the information furnished in and with thisFornm, to lthe beat my knowledge. is true, accurate, and complete. Signatura Signature: - 4 . / (Owner/Operator/P 'va Mat) in VIII. DISPOSITION OF CASE FOR DEQE USE ONLY:
Form completed by. PRP/Consultant/DEQE/DEQE Contractor/Otter (Circle one.) Date Received: I not compled by DEQE, Is provided Information: C Adequate Insufficient C Inaccurate concluslon.- C No Evidence of Release C lease ConfIrmed 0 Potential Release - Further Invesfigation Required
Disposition of Case. C No Action O Re-doP.A Perform S.L. C] Perform IRM Other
Enforcement Postion: C N.A. send N.O.R. O N.O.R. sent C Oher Comrfet
IDEQE STAFF: TITLE
SIGNATURE DATE 185 Industrial Road Franklin P.O. Box 617 ULicensed 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
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. Should you have any questions, please do not hesitate to contact my office.
Sincerely,
(, ( Ra ond R. Franklin Sales Representative
Enclosure 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 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. U I Arborway Corp. Quote #1472 Continued I-'Under Massachusetts "Right to Know" legislation, Franklin Pumping Service, Inc., requests that all generators supply Material Safety Data S 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.
I f 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: __ By: _ ,.______, _, ____ 3aymond R. Franklin Title: Title: Sales Representative
Date: Date: - I RRF/vr
I I
I
Franklin Pumping Service Inc. 185 Industrial Road. Wrentham, MA 02093 I/
j 200 Ikuer Avenue Ashland Trchnology Center Ashland, Massadmusetts 01721 I (508) 881-3503
m CUITFICATE OF ANALYSIS
Client: Franklin Pumping Service Job Number: 882445
Address: PO Box 617 Industrial Road Invoice Number: 5986
Wrentham, MA 02093 IDate In: 11/01/88
Attn: Donald Johnson Date Reported: 11/15/88
Sample Description One soil sample
FPS 10 #2463
REFERENCES:
1. Test Methods for Evaluating Solid Waste: Physical/Chemical Methods. EPA SW-846. 1982.
2. Standard Methcds 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. CC-D-52-77 U. S. Coast Guard. 1977.
Authorized by J Scott McLean--Laboratory Director 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
Date Reported: 11/15/88 Client Ident: 2358 Sample Incaticn: Sample Description: Soil Sample Contrainer Metal can, VOA vial # of Containers: 2 Field Prep: None
PARAMETER RESULT UNITS MDL* INST REF** MEIHOD EXTRACT ANALYSIS
EP Toxicity Extraction 1 1310 11/02/88 --- RCRA 8 Metals Arsenic 0.005 HGA 11/04/88 Barium 0.05 ICP 11/04/88 Cadmium 0.01 ICP 11/04/88 chroamium 0.02 ICP 11/04/88 Iead 0.05 ICP 11/04/88 0.0005 CV 11/04/88 Selenium 0.005 HGA 11/04/88 Silver 0.003 HGA 11/04/88
Total Metals Barium 44.0 mg/Kq 1.0 ICP 1 - .11/08/88 Lead 740 mq/Kg 1.0 ICP 1 - 11/08/88
Flashpoint >200 - PCCT 1 1010 -- 11/09/88
Total Hydrocarbons 32,000 mg/VK 40 IR 2 503BCE - 11/02/88
IPCB's ND mVK 1 GC 1 8080 11/04/88 Volatile Organics
Volatile Halocarbons ND ug/yq 1* GC/MS 1 11/11/88
Volatile Aromatics Xylenes 17,000 ug/Kg 1* GC/MS 1 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 ANALT CAL LABORATORIES CERTFICATE OF ANALYSIS
Client: Franklin Pumping Service Sample Number: 882445.1D
Analysis Requested: EP Toxicity Extraction, RCRA 8 Date Received: 11/01/88 Metals, and Total Barium and lead Ete prtedi : 11/15/88 Client Ident: 2358 (duplicate) Sample Iocation: Sanple Description: Soil Sample Outainer. Metal can, VOA vial 1 of Containers: 2 Field Prep: None
PARAM fI'ER RESULT UNITS MDL* INST REF** MEIHOD EXTRACT ANALYSIS
EP Toxicity Extraction - - - - 1 1310 11/02/88 --- RCRA 8 Metals Arsenic ND ng/L 0.005 HGA 1 7060 - 11/04/88 Barium 0.21 mg/L 0.05 ICP 1 6010 -- 11/04/88 Cadmium ND iq/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 mxg/L 0.05 ICP 1 6010 11/04/88 Mercury ND iq/L 0.0005 CV 1 7470 11/04/88 Selenium ND rq/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 mg/Kg 1.0 ICP 1 6010 -- 11i/08/88. Lead 640 mg/Kg 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. 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/K 8 9 VOL.ATrEE CFC -ICBY GC/MS Method 624 and 8240
Parameter Method Detection Limit
Methylene chloride 2.8 ug/L 1, 1-Didiloroethane 4.7 ug/L Chloroform 1.6 ug/L Carbn tetradcloride 2.8 iJ/L 1, 2-Didlorcprcpane 6.0 ug/L Dibramochloramethane 3.1 ug/L 1,1,2-Trichloroethane 5.0 u/L 2-Chlaoroethylvinyl ether 10.0 Ug/L Tetracdlorcethene 4.1 ugL C1Qor zene 6.0 zJL Trichlroflucrmnthane 5.0 ug/L 1,2-Didchlrethane 2.8 ug/L 1,1, 1-'Tridcu1roethane 3.8 ug/L Brcuznidllaoethane 2.2 ug/L trans-1, 3-Didchlarcprcpene 5.0 uy/L Cis-1, 3-Did1orapropene 5.0 in/L Briofaom 4.7 ug/L 1,1,2,2-IN doroethane 6.9 ug/L Benzene 4.4 ug/L Toluene 6.0 ug/L Ethyl benzene 7.2 ug/L Xylenes 10.0 gJ/L Qf1aromethane 8.0 n,3/L Brcmcnethane 7.0 ug/L Vinyl dchloride 6.5 ug/L Ciloretha nL - 7.5 ug/L 1, 1-Didchlorcethene 2.8 ug/L 1, 2-Didilorcethene 1.6 ug/L Trichlornethene 1.9 ug/L 1, 2-Dictlorcbenzene 10.0 ug/L 1, 3-Didchlorcbenzene 10.0 ui/L 1, 4-Dichlorct1ene 10.0 ug/L Styrene 10.0 uq/L
NCTE: Detection limits in soil and sediment are 50X higher.
Detection limits are 1,000X higher. 24 Hours Ii. i193 (617) 985-5111 leanrA02.o6r (617) 269-5830 (SIS) 434-0149 lean arbor in. WOC ,01) 351-6090 .. §. inmeER 00021449 >7) 773-1411 CUSTOMER 028A AN ENVIRONMENTAL SERVICES COMPANY NUMeER INVOICE 05/31/87 DATE
ARBORWAY CORPORATION TRANSFER PRODUCT,CLEAN TANKS TYLER COURT 101 & 103,GAS-FREEPERF- ATTN: ACCOUNTS PAYABLE ORMED ULTRA-SONIC TESTING CAMBRIDGE MA 02140 PER REQUEST OF BOB BAXTER AT 3607 WASHINGTON4 ST., JAMAICA PLAIN, MA &NCH OUR JOB NO. YOURP.O.NUMBER TERMS TRANSACTION
I SB8408 NET 30 INVOICE ITEM DESCRIPTION UNIT PRICE UIM USAGE AMOUNT REQUEST PAYMENT FOR ABOVE LISTED WORK.
WED.,**05/27/87** CONTRACT PRICE-TRAN 2990.00 2990.00 -FER PRODUCT AND CLEAN TANKS
THR. ,**05/28/87** CONTRACT PRICE-ULTRt 400.00 400.00 SONIC TESTING Subtotal 3390.00
§4 I
QCA r /d( S' Jwtz11 L-
NO TAXES WERE AF'PLIE .00 , 0.00
AMOUNT DUE 3.0 . 0 /o 3- 10-3 A-AU7-7
0 J<$01
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C) -JL'.4 Ci 1.41. *. *w - t CX 00 00 "4 ) a C- V * r. .- 0 P.O. Box 193 24 Hours Kingston, MA 02364 MA (617) 585-t NY (518)434-c 617- .585-5111 CleanHarbors inc. RI (401) 351-
AN ENVIRONMENTAL SERVICES COMPANY Hoe Oil 111 RiVer Street Dedham, MA. 02026 P.O. #: INVOICE #: 9048 Joe #: Attn: Accounts Payable DATE: 6/15/85 TERMS:NET 30 DA
OTY. DESCRIPTION PRICE TOTAL
Request payment for services rendered at your Jamaica Plain, MA. facility (Arborway carp) 5/8/85. CONTRACT PRICE:
Clean 1 700,00 gal. #2 oil tank : _/0 $1950 Sonic Test . /4o 700 Clean 1 1. #2 oil tank#/OoL 1295 Sonic Test /-' Repir spot on roof 50 36,000 gal at i cents/gal to transfer o 540 2800 gal. at .30 cents/gal disposal tank bottoms 840
TOTAL THIS INVOICE...... *.... $5375
THANIK YOU
C04C
I) I I leanHarbor inc.
OIL POLLUTION CONTROLITANK FARM MAINTENANCE
June 6, 1985
Hughes Oil Terminal 111 River Street Dedham, KA
Attn: Bob Baxter
Dear Mr. Baxter:
Attached, please find the results for the sonic test conducted on Tank #104. Please note the weak area on the first plate on the right from the center. It is tripie underlined. If we can be of any further assistance, please feel free to contact us at (617) 585-5111.
Sincerely,
. / 7
,oy Ame'odo/
RA/dmih
24 HR.SERVICE 617.5a5.511l (Z4 1-iR. R! OFFICF) F.O. IO. 193 - AINGSTO). MA 02364 S401.35 1-O9C 401-43 -50(0) I reanHarborsn
OIL POLLUTION CONTROL/TANK FARM MAINTENANCE I I I I I I) I I I 3 I I I I I
"24 I k. S l RVICE 617-585- SII 1 Ii ! 9 2:*2 K INI 5 N. ,: \.,):t. I: Cki opt i : L&J ENGINEERING CO., INC. (MECHANICAL CONTRACTORS) 217 CENTER STREET * HANOVER, MA 02339 * Telephone: 826-3955
8/5/85
Hughes 0il Co. 160 Spring St. West Roxbury, MA 02132
Att: Hr. 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 .
Porrimer Armstrong, Jr. President
i PETRO-CHEMICAL ASSOCIATES, INC. S177 ROYAL AVENUE P.O. BOX 227 HAWTHORNE.N.J. 07507 INVOICE 201 427-8540 TELEX# 219715 PCA S INVOICE No. INVOICE DAT DATE SHIPPED PA c 13844. 6/18/85 ;HIPPED I TO OU(CROER NO. oOUROERCATE JAREA CUST.ACCT. P 0029-W 485 _J START $ . t ,.1. DATE COMP. DATE TAX EXEMPT NUMB
HUGHES OIL TERMINAL CUSTOMER ORDER UMBER CtflT.CR ATE! l 5, 111 RIVER STREET SOLD DEDHAM, MA. , 02026 VE RBAL 2 I TOMARKS SHIPPED VIA PAEP. COLL. OTHER IMARKS Ixx F.O.. -- TERMS NET 30 DAYS
WORK OR SERVICES RENDERED UNIT PRICE EXTENSI C
FURNISH LABOR, MATERIALS, EQUIPMENT & TOOLS NECESSARY_._ PERFORM COATING INSPECTI f.0F TANK #102 AT THE
ARSORWAY CORPORATION 3595 WASHINGTON STRE C JAMAICA PLAIN, MA 350 .00
m I ! OTY. ORDo. lfa.SHIPED OTY. 8/0 PRODUCT DESCRIPTION PRP UNIT PRICE EXTENSICt
II
OTHER F-IGHT IN"VOICE FrT. NCE CHARGE OF 1%PE MONTIH WILL BE COM. CANISE SALESTAX L N THE UNPA:D BALARCE OVER 30 DAYS. THIS I a. ANNUAL PERCENTAGE RATE OF 18% 350.00 .. . 350.00
ECIAL INSTRUCTIONS: LA LS _ /L IL I ~: K??'I'
I ~r7 SINTRODUCTION On May 14, 1985, Petro-Chemical Associates, Inc. personnel
conducted a Non-Destructive Inspection of the interior coating I applied to the bottom plates in Tank No. 102 at the Arborway Corporation, located at 3595 Washington Street in Jamaica Plain,
I Massachusetts.
The scope of the inspection was to determine through visual I and instrument inspection the integrity of the coating applied to the plates. In addition, areas found to be cracked, delaminated or I 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,
the instrument generates a potential difference between the surface
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
not cleaned prior to coating application.
PETRO-CHEMICAL ASSOCIATES, INC.
I -2-
.I. 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.
BERTRAM J. PHILLTPS PETRO-CHEMICAL ASSOCIATES, INC.
BJP: jaz
PETRO-CHEMICAL ASSOCIATES, INC LEGEND
- SUPPORT COWUMN - HOLIDAYS - FLOAT
E.C.N. DATE BY REVISION Petro-Chemical Associates. Inc. 177 Royal Avenue Havwthorne, N.J. U.S.A. (201) 4278540
P ...... , ," o Y- , SCALEG-I NO 3- NE 85 A7WV78 ARBORWAY CORPORATION JAMAICA PLAIN, MA. HOLIDAY INSPECTION URnWING NUMOE 5 SPONC TEST TAN! NO. 102 W- 25 U i I I ,I ______0 I I 1 0 I I) I I I I '1/ SUMP I PRODUCT LINES I I I / - MARLYN SERVICES CORPORATION. 20 POND ST.. BOX 209. WHITMAN. 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. Za caria LVZ /Ism Enclosure CUNUF'QTSR:; F fl j-' ): !:'Al :: marl n MARLYN SERVICES CORPORAI'ION 20 POND STREET bOX 209, WHITMAN.MA 02382 Telephone 6f7) 58 71-586 INVOICE NO. 5 17 4 Hughes Oil Company INVOICE DATE: 09/26/85 P.O. Box 187 CUSTOMER P.O. * Verbal West Roxbury, MA 02132 MARLYN JOB# 1694 TERMS: NET -t I, *. JOB DESCRIPTION Services provided to sandblast & paint tank ...... $ 2,075.00 (Washington St., Jamaica Plain) TOTAL INVOICEAMOUNT $2,075.0 ,J DEPA RTMENT OF ENVIRONMENTAL QUALITY- ENGINE=ERING DIVISION OF SOLID AND HAZARDOUS WASTE B One Winter Street Boston, Massachusetts 02108 Please print ortype. (Form designed for use on elite (1 2-pitch) tvoewriter.) I I UNIFORM HAZARDOUS 1. GeneratorUSEEPAID No. Manifest 2. Page 1 Information in the shaded areas I------D....o.cu enmtNo. WASTE MANIFEST) Il l-I". I I I I IIt-il" .1 : OT i is notrequired v rederal law. 3. Generators Name and MaiiingAddress A. StateManifestDocument Number Thches 011 (Aitoary co",.) t1A 4C659570 150 SprI ig Stnet. est Roxbury. ~4 02132 a.stateca-.1o2625 1Vashingtcn St. 4. Generator'sPhone (6 17 ) 524-Sl5f 4JaTAln SAA 5. Transporter 1 Company Name 6. US EPA ID Number C.State Trans. ID Franklin Puuln-iri Ser'i1ce, Tnc, 1i AoD3I 1.1141-4i)-1 1I 14I 7. Transporter 2 Company Name 8. US EPA ID Number D. Transoorter'sPhone( SOS I 1.4 ]-d1 io u EAI Nube I E.r State I Trans.I Ioi :- 9. Designated Facility Name and Site Address 107 US EPA Ih Number Sawyers Envrir mental 2eovry .F.Transporter'.Phone 35A E" erson MIll Raad G.state Facility's ID Not Required D. f e .04444 I i [: ( 1 H.Facility'sP hone f " "zr C s 12. Containers 13. . . 14. . 11. US DOT Description ltncludingProperShippingName. HazardClass andlDNumber . To tal Unit -Waste No. No. Type Quantity WtNol a. Hazardous Waste Sol d n.o.s.. ORf-E, KA9139 - _ ...... ) I T -_- .,.. y _ b. fill d. - ...... -. c ...... - . . .:.. .[-" ' : ":.-...... " <- d. - -.. a . -d 1 •e - c . -... aS b. -d.b. d 15. Special Handling Instructions and Additional lnformation . - In case of eergency, call Jeff Frankr!in it 509-3VA-6151 or 508-595-72'7 . 16. GENERATOR'S CERTIFICATION: I hereby declare that the contents of this consignment ate fully and accurately described above oyV I- . - proper shioning name and are classified, packed, marked, and labeled, and are in all respects in proper condition for transport by highway ccotdi g to applicable international and nationt g-.=...ment g tio.-. - l a if I a, a latge Quantity generat or. I certify that I have a program in p ce to reduce the volume and toxicity of waste generated to the degrtee Ihave determined to be economically oracticable and 'hat I have selected the praczicable method of treatment, storage. or disposal currendy avalable to me which minimizes the present and future ithreat to human heaith and the environ- ment: OR. if I 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. Date - SPrrged/TypedNameSgnature I " -. i Month Day Year TI 17. Transecrter 1 Acknowledgement of Aece~ 1of Materials "D ,/at A i. nrea/TypedNam. gnature Mont Day Year 0 17. Transoorter 2 Acknowledgement of Receiot of Materials r Date NT Printed/TypedName .- Signature Month Day Year SI- 19. DiscrepancypIndicationSpace 20. Facility Owner or Operator: Certification of receipt of hazardous materials covered by this manifest except as noted in item 19. Date Prinred/TypedName Signature Month Day Year I II I I Form Aeroved OMe NO 2050-0039, Stxares 9-J-91 mEPA Form 8700-22 (Rev. 9-86) Previous editions are obsolete. I COPY>86: GENERATOR-RETAINED BYGENERATOR franklin P.O. Box 617 MASS EPA 10 NO. Industrial Road MA0084814136 pumping Wrentham, MA 02093 service inc. 617-384-6151 INVOICE '-'VOICETO: JOB LOCATION: SHIPPED TO: Hughes Oil (Abbortay , Corp.) faw-ers Envirnnmenrai " ,I-rry 150 Szrinq Str et ?%25 !)ashingtcn .Steet ^ Emersnn Mill P:?. W. Roxbury, MA 02132 Jamaica Plain, MA Hamden, Maine fdA44 ZO7-*582-42S0 CUSTOMER P 0 INVOICE NO TRACTOR/TRAILER SALESMAN TERMS INVOICE DATE i'b ''J " -336 NET 10 DAYS DESCRIPTION OF WORK PERFORMED PRICE AMOUNT STRANSPORTATION O 7 vds. Contamnated Soil 5 DISPOSAL 5 PORTALTO PORTAL LOADING OFF LOADING same day .. FACILITYW/O# % t- 7 CODE # MANIFESTDOCUMENT# .. PLEASE PAY THIS AMOUNT DEPARTURE FPS: ' LOADING LLN) - 4 Lc4bA ARRIVAL ACTIVITY LOG GENERATOR SITE 10%- JOB COMPLETED: " RETURN FPS . . ,_,_:__.__"- " DRIVER SIGNATURE DATE AUTHORIZED SIGNAWURE ARRIVAL OFF LOADING SITE: _ACTIVITY LOG: TIMEBEGAN . OFF LOAOING:- TIME COMPLETED OFF LOADING: RETURN FPS DRIVER SIGNATURE DATE ,, AUTHORIZED SIGNATURE ADDITIONAL COMMENTS * - BleCp..lc oyWieCp. rnpre a/r oy SJ~ Blue Copy. Office Copy White Copy. Transeoter Canary Copy, Faciltty Pink Copy Generator FOR HELP IN CHEMICAL EMERGENCIES INVOLVING SPILL LEAK FIRE OR EXPOSURE CALL TOLL-FREE 1-800-424-9300 DAY OR NIGHT " i IS SHIPPINGAS PPINSH ORORDE D ER "" Crnon,bly"'" filledand i reta=inedi. Ink. inb~y the'ndlible Agent.Pn', or i. Shipper's No. Carrier's No. ' C"RIER: Franklin Pumping Service, SCAC Date /f L/ , Sawyers Environmental Recovery FROM: Hughes Oil/Arborway Corp. I1 ignee 358 Emerson Mill Road Shipper 3625 Washington Street treet Hampden, Maine 04444 Street Jamaica Plainx.jA Destination Zip Origin Vehicle Route: Number q 3 "3~. * -'---i--i - / X Hazardous Waste Solid n.o.s. ORM1-E NA9189 -7 Y IoIt.-) ...... -- ...... ' ' emit C.O.D. to: . per quotation C.O.D. FEE: Address: • pf l Prepaid []E City: -...... State: : Zip: - - u uu. Am t : .$ - Collect [] $ OTE - Where the rate is dependent on value, shippers are required to state specifically in . ' .'. .. . FREIGHT CHARGES iting the agreed or declared value of the property The agreed or declared value of the propertyi* * - * * *** i c,*u .ei**a* * c s hereby specificallystatedbytheshippertobe not exceeding $ Per - ..-m c E PREPAID ] COLLECT RECEIVED. sub c to the lassfisation and lawfully filed tariffs in effect on t. date of i0.u. of .i Bill of Lading eie property described t inSaCret good eor e as reltd lotets and con iton of Contits at Decaqe. uniknonl. rmared consigned, and destined as indicated toss which said carrier (the wacd earns being understood ihroughout this contoa at meaning parson-y a. coratn i1 poesann t t,. proprny under . . - ontrac) agnes to carry to its usual place of delisey at said destnation, if on its routl. Otherse o deirsverto another carier on the route to sid desrination ft ia sutallyped al to eac a riert of allr any of. said property se all o tayao pti said ut tOdestinai and.-.as to aIpat Siny time interMed in a oridall a onoa . hten v . la be earollam hercundr ,a11 e ale m to ll.e of dna , and ni in > srning classiicanon an the daref shipment hereby certifies that he is famdiar with all the bill of lading ems and condiis in .ie gneanng cvassicran and the said aerae and coer as. herebr crea loo tie asgheerand e.gn for firnet and his [jLI..YU E. iO - FURNISHEDBY CARRIlR at rraannon .. I bIS Ilucliik- f lllllSIGNAT , c HIPPER H. r ' ,,tav'.1/} .n _ CARR R: Frant] P, '" f -f PER: t i . .PERW - , -- ATE: / - -DATE'J 9L-16_-JK V 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 V2 oU L j9 Mi om-c -Z 2FXCLl LJ I reUE- no Cj o o ZO Lis U In W -tn r- uj LL 0 0 0 'i 0 uC *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 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 VEHICLES: 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 Arborway 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 Corp. Franklin Pumping Service, Inc. By: F yP d t By: PA >R4ymond R. Franklin Title: 61/t OL T kfa4[EC Title: Sales Representative -. Date: II- - _ _ Date: 1 - 3- RRF/vr 9 Franklin Pumping Service Inc. 185 Industrial Road. Wrentham, MA 02093 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 23t2H 11/4/88 617-524-8158 PHASE NUMBER I Ap . 'I Era,t-C PHASE NUMBER iame Arborway Corporation Job Location same ddress 3507 Washington Street Jamaica Plain, MA 02130 Remove and StockpDl le ity 'State Job Description ccntaminated soil o-r uote '14' Tot.tSun.Re Sun. Tae Name Tot. Reg O.T. Sun. Travel Name ot. Reg OT. Sun. Travel Hrs. Hol. Hrs. Hot. j Cc t - t ' ______ L TS EQUIPMENT DESCRIPTION HRS./DAYS QTY. - .,, SAFETY GEAR QTY. ATERIALS/MISCELLANEOUS BobCat .- - - -Laminated Tyveks DOT 17H Drums Trailer Regular Tyveks DOT 17E Drums Steam Cleaner. ~ Saranex Tyveks DOT 60 Drums Laser Washer - Polycoated Tyveks . -Recovery Drums Pressure Washer .- Full Encapsulated Suits - Bags Speedy Dry S ) Backhoe Raingear Lbs. Dry Ice Bulldozer Playtex Gloves Gallons Diesel Fuel Sawsall Viton Gloves DOT Labels Generators H. D. 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 Per Diem/Substance ______'U L VnTr .... - Safety Gear ner uote ___-__ S1125 ./nor day .,_ - ... S VEHICLE DESCRIPTION HRS./DAYS Vacuum Truck -. r Pick-Up Truck COMMENTS A' Rack Body Truck / ' 4 Response Van 1A On s e:o Dump Trailer Low Boy Trailer . ,t--'; t Roll-Off Trailer RoilNOft Boxes _____W 0 " /)rDATE " IFSIGNATURE . AE% 185 Industrial Road Franklin P.O. Box 617 Licensed and Permitted in the Pumping Wrentham, MA 02093 United States and Canada TEL 508-384-6151 FED. EPA ID #MAD084814136 Service Inc. ENVIRONMENTAL SERVICE PROFESSIONALS November 10, Arborway Corporation 3607 Washington Street Jamaica Plain, MA 02130 Attention: Mr. Bob Baxter INVOICE Job#2342H-13-Remove Contaminated Soil from Containment Area, Stockpile Soil and Dig Test Pits per quotation #1409: 11/4/88 - Labor (912) 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 RF/cn Terms: Net 15 days from invoice date, with a 1.5% finance charge per month on overdue invoices. A~ 45-o lean Harbors ENVIRONMENTAL SERVICES COMPANIES TOTAL TANK SERVICES 265 WOOD ROAD (-- BRAINTREE, MASSACHUSETTS 02184 (617) 849-1800 September 22, 1987 HUGHES OIL CO. 160 Spring Street P.O. Box 187 W. Roxbury, MA 02132 ATN: Mr. Richard Horan Dear Rich, Clean Harbors, Inc. is pleased at the opportunity to present this contract price of $4,700.00 (four thousand seven hundred dollars) plus 5.75 per gallon liquid disposal charge for the cleaning and remrval of three 1,000 gallon and one 500 gallon fuel oil tanks located at your 3607 Washington Street, Janmaica Plain facility. Clean Harbors, Inc. will supply the following: A. SUPPLY NECESSARY FIRE PEWMITS: B. CLEAN FOUR TANKS TO A GAS FREE CONDITION: C. PURGE TANKS WITH NITROGEN AND SEAL TANKS: D. EXCAVATE AND RE-MOVE TANKS: E. TRANSPORT AND DISPOSE OF TANKS AT A CERTIFIED SCRAP YARD. F. BACKFILL EXCAVATION, BRINGING UP TO EXISTING 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 replacaint of asphalt or concrete if necessary. XJf7GtO N Al NA1l1C VA S ,'UT,OCC. MA SOUT2I Kt9I, i Ib4 N' I.," PPMiIC4 CE.01 f F,-A, hNOM CT 'd 5-5:1I1) 1 6 171 'J4)C 4r ~ 5J~4 ;6 ~ 203QJ611- % ! L.UIVIHVIUI4VVLALI H Ut- MAS'bACHUbtI II DEPARTMENT OF ENVIRONMENTAL QUALITY ENGINEERING . DIVISION OF SOLID AND HAZARDOUS WASTE One Winter Street . I., ?.8b44 ; Boston, Massachusetts 02108 wor-N ORDER so print of type. [Form designed for use on elite (12-pitch) typewriter.) I. GeneratorUS EPA ID No. Manifest - 2. Page 1 Information in the shaded areas . UNIFORM HAZARDOUS Oocument No . WASTE MANIFEST wi zfr' q ,1ll ij. 1,)i I _!q I 9 -r nl 791 / o l is not requiredbyFederai[aw. I 3. Generator'sNameandMailingAddress A StateMni fes u r"" - " w C 7.eog. 3/o. I.c . .. .hrrn.s.. . 4. Generators Phone ( _ 5. Transporter 1 Company Name 6. US EPA 10 Number C.StateTrans ID , , 7. . • .,~< c ' rs c . • .• .. .. . " +: <.. , -. 7 Transporter..po'". '2,2 ...T, CompanyNme am " - 8. I US EPA ID Number . D Trans -orter,,4pny Phione"0 &J=- -- "i..//: . 9. DesignatedFacilityName andSiteAddress 10 US EPA ID Number . .I 1 I -.z -y I-1+. -c>.Li.,fPbi ,.ttu.xJ O,f - nr.t• " '"CL ., ." ". ". .. ". s: T.-'6Sporur's Ph, ,i 4 l4 o et' *4'fd'T " " .... " .12. Containers 114 .13 Ui•3.1 11. US DOT Description (IncludingProperShippingName, HazrdClass and DNumber)...1. , . • Tota ------.. . . No. Type Quantity WtNVol b. " :" " ~.-*-" .... ""1 -": ¢ d a _ - - :...... o. -. . - .• 15. Special Handlinglnstructions and Additionanformation . ." - 16. GENTRAT RfSCE'RT1FICATIN:Ihereby declarethat hecontentsf this consgn-menth are fly ad acurate y descibea~bo b - ".- .+ .• . ,. , ,• • lccording-propera lhigpplg to pplcable name ndinternlional aie class1fie.d, and picked,natioal marked,gvnm andnt labeted,rgulion anId are n, lallt" sB ". lin, proper ,Condition T.-- for ttrnsport by .;ghwary :-. ode - • Date& 'Printed/TypedName Month Day Year 6I/ ' /, ;PVIlo) V v-lI C4I S 7. Transporter 1 /Acknowledgementr of Receipt of Materials . . ' O-7te A Printed/TypedName S tature Month Day Year N P 0 18. Transporter Acknowledgemen of Receipt of Materials . I Icx Dte Printed/Typed Name , -. Signature . . Month Day Year l 19. Discrepancyl ndication Spece L 20 .ility, oner or Op e to .:7Certficationof receipt of hazardous materials coered bthisranid xcept as noted n item 19.- y.1 Pri ntedl/rypd a Sinn. . M t 1 7 .23 Ki,)Z ..J..ld.., ...... . PAForm 8700-22 (Rev. 9-86 Previous editions are obsoele. COPY>l: DFTTMTTTM AT A71 RECEIPT OF DISPOSAL OF UNDERGROUND STEEL STORAGE TAN. CjO /000 ' NAME AND ADDRESS JOHN C TOMSARELLO & SONS OF 7 MARSTO: I51. APPROVED TANK YARD twrfNcL "-ASS. Oi'&41 IA-r 4 S APPROVED TANK YARD NO. .9 0 1 Tank Yard Ledger 502 CMR 3.03(4) Number: I / I certify urder penalty of law I have personally examined the urdiergroUnid steel srage ( delivered to this "approved tank yard" by firm, corporation or partnership / q r r and accepted same in confofmance with Massachusetts Flre Prevention Regulation ,502 02 3.00 Provisions for Approving Underground Steel Storage 7T ,snksantling yards. A valid pet t was issued by LOCAL Head of Fire Deparbtent FDID6 ( C to transort this tan)( to this yard. Name and official tie of aproved tank yard owner or owners authorized representative: . - r _ 2 16 (_0 1'r-2 / r-r/ SIGNATURE TITLE DATE SIED I / Tis signed recei of disposal mist be returned to the local head of the fire department DIsZaAL) Aflm j SZ C pursuant to 502 CR 3:00. (EAOI T=4K nm HAv9 A M=T CF TmEOF.P. 291 (OVEm) )9SScEIS SV= FIE ASAL'S OFarIcE RECEIPT. OF DISPOSAL OF UNDERGROUND STEEL STORAGE TANK-. (00 NAME AND ADDRESS 'u4w e tMnAfIARIFil & SONS OF 107 JA.'STON ST APPROVED TANK YARD , nwonmrr AtAS. QIA1 APPROVED TANK YARD NO. _4_ f_9 0 ank Yard Ledger 502 CMR 3.03(4) Number: .__ -? , 0 'certify under penalty of law I have personally exanired the underground steel .srage rank elivered to this "approved tank yard" by firmn, corporation or partnership t'-f 7 /-' and accepted same in cnformance with Massachusetts Fire Prevention Regulation 502 CIR 3.00 Provisions for Approving UAderground Steel Storage Taqkdismantling yards. A valid permit was issued by LOCAL Head of Fire Deparbrent FDDI I _ . 0 > b to transport this tank t this - Name and official$itfapproved tank yard oa-ner or owners authorized representative: - SIGNATRE TITLE . DATE SIGNED s siqr r"ipt of disposal must be returned to the local head of the fire deparbrent D r. _ Pursuant to 502 0MR 3:00. (F)CH 'ThW HET HAVE A RECEIPT OF DISPSAL) FMV4 F.P. 291 (OaER) SSPAChSETIS ShE FIE M-ARSHAL'S OFFICE SRECEIPT OF DISPOSAL OF UNDERGROUND STEEL STORAG E TANK . . S NAME AND ADDRESS nOR C TOMABAREIO & SONS OF M{7 MARSIO14 ST APPROVED TANK YARD [Aws rFNr '.'ASS 0141 APPROVED TANK YARD ,NO. j .9_ 0- - Tank Yard Ledger 502 CMR 3.03(4) Number: COa / I certify under penalty of law I have personally exanined the ndergnr d steel storage tank delivered to this "approved tank yard" by finrm, corporation or partnership _L f '-f6C" * and accepted sae in confonnance with Massachusetts Fire Prevention Puiation/502 CMR 3.00 Provisions for Approving Undergxvround Steel Storage Tank tling yards. lid peut was issued by LOCAL Head of Fire Department FDID# C t ransport tank'toans this yard . I and'offici ti of approved tank yard owner or 0ners authorized representative: UaE TtrrI L tSI DATE SIGZ s sd r i of disposal must be returned to the local head of the fire department FDID0 - -- " pursuant to 502 C2R 3:00. (CR1 TANK MJST HAVE A EnPr OF DLSrAL) .RECEIPT OF DISPOSAI.O UNDERGROUND STEEL STORAGE TANK7 f7- C. NAME AND ADDRESS OHN C TOMBARELLO & SONS OF 707 MARSTON ST. APPROVED TANK YARD -WRINCI'.AS 01841 , APPROVED TANK YARD NO. _ .. - -9 1 Tank Yard Ledger 502 CMR 3.03(4) Number: I certify under penalty of law I have personall' exaiined the underground steel storage tr " delivered to this "approved tank yard" by fimnn, corporation or partnership (L /te/ I7 '. and accepted sme in confonnance with Massachusetts Fire Prevention Regulation 2 CMR 3.00 Provisio, for Approving Undergromnd Steel Storage Tank disantling yards. A valid t ws issued by LOCAL Head of Fire Departent PDI 15I J_ to transport this tank this Nae and ffici. of approved tank yard owner or owners authorized representative: / SIGNATUE T=T DATE SIGNED s/si - receit. of disposal must be returned to the local head of the fire departzrent F.PI .291 pursuant to 502 OR3:00. (EACH MJ= HAVE A REMT-ANK OF DISSAL) 7CW4 F.P. 291 (CNER) MrSrzz. TIS STATE FIRE MARSHAL'S OFFICE Clean Harbor ANALYTICAL SERVICES 325 WOOD ROAD, BRAINTREE, MA 02184 (617) 849-6070 REPORT OF ANALYSIS Clean Harbors. Inc. Job Identification: Arbowd y Corp. Tank Services Division 265 Wood Road Soil Sample Braintree, MA 02184 Date Received: 10/30/87 Attn: Mr. 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 Wastewater 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: ,Z I ld2 Alex Schultheis Laboratory Director KINGSTON, MA NATICK, MA SOUTH SOSTON MA GOUt POITLANO, M4E ALOANY. NY DnOVIOENCE. Mr NOOKSETT. HN FARMINOTON, CT (St 7) 5M551 1t (I 55.46SS3 [617T) 269Ma (1071 799- I (i18) 4344149 (A4611 X0 W) 644- W.63 (203 474Ot1 g*eauha EDo Client: Clean Harbors, In,:. - Tank Services Div. CIlAS Lab #: 202830 Sample Station: Arborway Corp. Soil Sample Date Received: 10/30/87 Volatile Organic Analysis by EPA Method 8240 Analysis Data: 11/03/87 Compound MDL* Conc.* Compound MDL* Cone.* Chloromachane cis-1,3-Dichloropropene 10 ND Bromomethane Trichloroethene 10 ND Vinyl Chloride Benzene 10 ND Chloroethane Dibromochloromethane 10 ND Methylene Chloride 1,1,2-Trichloroethane 10 ND Trichlorofluoromethane trans-1,3-Dichloropropenc 10 ND 1,1-Dichloroethenc 2-Chloroethylvinyl Ether 20 ND 1.1-Dichloroethane Bromoform 10 ND trans-1,2-Dichloroethene 1,1,2,2-Tetrachloroethane 10 ND Chloroform Tetrachloroethene 10 ND 1,2-Dichloroethane Toluene 10 ND 1.1,1-Trichloroethane Chlorobenzene 10 ND Carbon Tetrachloride Erhylbenzene 10 ND Bromodichloromethane Total Xylenes 10 ND 1,2-Dichloropropane I Acetone Carbon Disulfide 2-Butanone Vinyl Acetate 4-Methyl-2-Pentanone 2-Hexanone 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. m )-Cr.. I oC C Hz 0 I Cr C- cC 000 - C) - C -. C .: - - C -n - C - coL - o_ .% wd w (D0 - U- I W 0< ~O wOm;_ I 00 0w H a )-w wo- 0 Cl) z mOIoww < - o- 0 Z.i 0 H H u1--1 ) Z UJ02' W.- 00 0I -J .0 C6 4 U . I Ow2scnm( Goz I tiLE z 12 zZO BOSTON FIRE DEPARTMENT FIRE PREVENTTON DIVISION | 115 SOUTHIAMPTON STREET, BOSTON irettr Ktgtistratin Crrtificatt Thii to Certty Is ACcct.dce A4n ,* A -'in te Prov,'.ot f OCtin I3 Ct, 4 ... at t vwG neraLktaI 'as Aanedntel Th.,.Ic. a Cortiac.,. ci Megnt,.,.t* to, in. NrmnnhwI ~cIsd5 ar.nen 1mta one lAS.a*@'nf. .l wo.*ion its. t..e Pt EXPIRES ON: FE:: 467 1(0 04/ 30/0,, .R$BORWA CORP . NOT A BILL 6S79. 00 3607.WASHIN6TON ST Lc.:3645 WASHINGTON ST ' oSTONO'- MA.02 130 L. Stapleton-FC / M.Fi sh em-FM CtRTIFICATZ Of Inco n chion with LIc s for EEPINNG.S TOIAGE. MANJFACTURJE OR SALE OF GRANTED REGiSTrATIONf II4FLAMMA9LES 0 SEXPLOSIVES BY FIRE COMMtSSIONER must"fore Arilannu13hl. THIS REGISTRATION MUST 8E CONSPICUOUSLY POSTED tyt,.lor. AvriI Iils. UPON THE PREMISES ATTEST FIRE MARSHALL iqMeol C/?( rho e elo rl- 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 ...... 3 Scope of Work...... 4 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 Environmental Assessment and Opinion . . . .11 Disclaimer ...... 12 List of Appendices ...... 13 I I I - 2 - 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, MA 02139 DEP #ERB-N88-1697 WEB JOB 489-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 - 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. Scone 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 - 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 S 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 - 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. Test borings were performed by Soil Exploration Corporation of S 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 - The various types of soil and depth where soils or I characteristics of the soils changed are indicated on the boring i 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 j occurred between sample intervals in the boring they were interpreted. I The Quality Assurance section in Appendix H describes the I drilling operations and the procedures used to maintain the integrity of the monitoring well. S GeoloqV of the Site and Vicinity During the construction of monitoring wells MW-1, MW-2, and MW-3, 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 t"Glacial Geology of the Mystic Lakes - Fresh Pond Area, Massachusetts", by W.R. Hansen, I 1956, the texture of the unconsolidated deposits or overburden of i 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 3of sediments can act as an aquitard, thus restricting groundwater movement. The exact age of these deposits is uncertain but they 3 are most likely glacial or post glacial in age. -7- 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 - * Photoionization Screening - Appendix G i Soil samples obtained from the test borings were screened for the presence of volatile organic compounds using a Photovac Tip II j 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 I more. Volatile organic compounds generally have ionization potentials below 10 eV. The photoionization readings are shown I in the margins of the boring logs. The Photovac screening is a i measure of the total contaminants and does not distinguish I between different components. Groundwater Analyses i 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 I October 6, 1989. Analyses for volatile organic compounds (EPA i 624) indicated no detectable (ND) contamination in monitoring wells MW-I and MW-2. Monitoring well MW-3 showed a concentration Sof 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-1, 1.78 ppm in MW-2, and 2.02 ppm in MW-3. On October 25, 1989 additional groundwater samples were retrieved I , and subjected to laboratory analysis for EPA Method Priority Pollutant Metals (13). The results of the tests are as follows: S-9- 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-i 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 - - Table 2. Total Petroleum Hydrocarbons Oil & Grease I PARAMETER TPH (mp/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 I 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. 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 - 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. President WEB/cbl - 12 - LIST OF APPENDICES Appendix A - Locus Plan Appendix B - Assessor's Map Appendix C - 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 - LOCUS PLAN BOSTON SOUTH, MASS. N4215-W7100/7.5 1970 N&,AIl + *23 PHOTOREVISED 1979 AMS 6768 I SE-SERIES V814 25 'LS SCALE 1:25000 J 0 laO 0 100 200 3f)0 40C0 50 60) 700 IET 5 0 I KlLOMETE CONTOUR INTERVAL 10 FEET 122 b\ysrY D m mmmm - Smm m m m e P.O. Box 831, Allston, MA 02134 (617) 782-2301 FAX (603) 929-0791 ffeoi TOTAL SITE PROFILE REPORT Pr-t No. 89124 3593-3645 Washington Street Jamaica Plain (Boston), MA Prepared for WEB Engineering Associates, Inc. 152 King Street Cohasset, MA 02025 October 25, 1989 - , ? , Pt~u/A f)iw uv/I/i ivnzr'ttc~ I[ T 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: LonrrTnerArmstrong RE: Total Site Profile For The Property Known As 3593-3645 Washington Street Jamaica Plain (Boston), Massachusetts Dear tMr.Armstrong: KF Reddy Environrrmental Research, Inc. (KF Reddy, Inc.) ispleased to submt one (1) ) copy of our Total Site Profile for the above referenced project. The work descted herein was undertaken in accordance with your verbal authorization. The seryices KF Reddy, Inc. provided WEB Engineering Associates, Inc. for this project did not include subsiurface 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 acceptability of the same without testing rests solely with WEB Engineering Associates, Inc. Thank you for engaging our seryices for this project We will be pleased to provide you wth any consultation you desire. Ifyou have any questions, please do not hesitate atyourconvenience. V a F gerald A Pnncipal K'PQ T 7 cibvt4y - ~Ww- (jr/y/c/dk (twva v//mci/a k/c Ywnwnww/< ~.%n&svy 3593-3645 Washington SUtet, Jamaia Pain (Boston), MA October 25, 1989 Project No. 89124 Page I of 9 .5 GENERAL I. I A Writ &on 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 Street, in Jamaica Plain (Boston), Massachusetts. 1.2 Introduction The purpose of this Total S e Profile was to provide WEB Engineering Associates, Inc. with 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 site assessmentpurposes. Included in this study is information obtained as a resut 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, Massachuselts. 3593-3645 WashgtMon Sret, Jamaica Platin (Boston), MA October25, 1989 Projet No. 89124 Pace 2 o 9 I I 25 SITE CONDITfNS S27 General The site is known as 3593-3645 Washington Street, and is located in Jamaica Plain, Masssachuselts. The site is identifiable on Boston Redevelopment Auhorty (BRA) Sheet 15N, 8E. According to the City Engineer's Office, the site consists of two parcels of land; I Parcel 2617 at 3593-3607 Washington Street, and Parcel 2617-1 at 3615-3645 Washington Street Parcel 2617 is 81,304 square feet in size, Parcel 2617-1 is 42,745 square feet in plan Sdirnension. 2 S2SO Descrtof The subject property is a former fuel oil buk storage facility, and is presently occupied by the I. Boston Waterand Sewer Comrrmission and a moving company. The majorty of buildings on site were erected during the 1950s and 1960s, while the property was utilized by Gut Oil Corporation. 3593-3645 Washington Streetfeatures frontage on Washington Street. The ste is served 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 C area 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 3Abig Propef ts The properties abutting the site are as follows: West: 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 notreferenced at the Assessors Office. l North: Parcel 2612 - Residential property located at 57 Biunet Shreet, owned by Urelia P.Johnson etal. I FEWFIRM, City of Boto0n, Cowawty P ,, No. 250226 1SC, P,co 41182 3593-3645 Washkington Street, Jw~ica Pn (Boston)], M October25, 1989 Project No. 89124 Page 3 of 9 Parcel 2613 - Residential property located at 59 Burnet Street owned by Urelia P.Johnson etal. Parcel 2614 -Residential property located at 61 Burnett Street, owned by Urelia P.Johnson et al. Parcel 2615 -Residential property located at 63 Burnett Street, owned by Jeffrey E.Roche, Tr. Parcel 2616 - Residential property located at 65 Burnet Street, owned by Pura Acebal. East Washington Street On the east side of Washington Street is the former Boston Elevated Railway and the Metropoltan Transit Authorty Arborway Yard. SoLth: Parcel 3219 - Formerly 3651 Washington Street z 4 Ste Htory 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 Iracts of land. The portion of the property now known as 3593 Washington Street was a 56,620 square foot residential parcel owned by Mary EMorton, 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 track 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 by the Gur Oil Company, for use as a fuel yard. Itserved as apart of their buk storage facility 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 crca 1935, until approximrnately 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. 3Z93-3O45 Washington Steet, Jimaca Plain (Sostonj, M October25, 1989 Project No. 89124 Paqge4 ot 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. t remained Ernie's Diner until its' closure in the 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 fora brief period of time before being taken over by Gulf Oil Company. Gutlf Oil Comparny vacated the entire site by the early 1970s. Itremained an unoccupied parcel for a few years. In the mid 1970s, the ste 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 work on the property fora radio dispatch facility. Over the years, the Burneft 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 Weller-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 partof the MBTA property, Arboryay Terminal. 3-93 K W.sin on Stnee, Jata Plwin (ston), MA October25, 1989 Proect No. 89124 Page 5 of 9 5.0 RESEARCH INVES TGATANS 3. I LDeparnent of EnfomrneM al Protectin (DEP), AV ust btr, Mssachuseft A review of the Massachusetts Water Stupply Protection Atlas overlays2, for the Boston South Quadrangle was conducted on October4, 1989. The Drainage Basin Overlay indicated that the subject property islocated in the Charles River Drainage Basin, Subbasin CH-1 31. According to the Aqurifer Information Overlay, the aquifer for this region is not covered by the USGS Hydrogeologic Atlas. The Waste Sources Overlay indicated no sturface impoundments, NPDES discharge points, injection wells, confrmned or suspect hazardous waste sites, landfills, sat storage areas, or junkyards within the immediate site area. The Water Sources Overlay indicated no potable water supples within one mile of the subject site. DEP Hazardous Materials Spills, Miscellaneous Oil Spills, and Ste Assessment Files for Boston, Jamaica Plain, and West Roxbtxy 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 performed on properties within the northeast region, was consuted 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: * 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 inthe immediate site area. 2 Drainage basin, aqierWomation, water soutes &waste sowtes oyedays 3M93-365 Wastingon S&et, Juca Plain (Boston), NM Octoer25, 1989 ProiectNo.89124 Pae 6of9 * Miscellaneous Oil Spills and Hazardous Materials Spills Files, Jamaica Plain: Nothing on file for the subject property, or properties within the general site area. * Miscellaneous Oil Spills and Hazardous Materials Spills Files, West Roxbury: Nothing on file for the subject property, or properties within the general site area. * Miscellaneous Oil Spills and Hazardous Materials Spills Files, foxbury: Nothing on file for the subject property, or properties within the general site area. 3593-3645 Washington Street is not referenced as a Location To Be Investigated on the curtrent DEP Sites List 3 and there are no properties within the general site area referenced on this list The curent DEP Spills Database, an in house inventory of all spills and incidents 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 Roxb"y, 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 in MA, NE Region dated 10103189 was reviewed for large and small quantity generators wthin the general site area. The following generators were referenced: MAD000791160 Arborwray Metal Finishing, 3529 Washington Street; Large Quantity Generator of hazardous waste. Notification Date: 811 5/80 MAD981206329 Arborway Corporation, 3593 Washington Street, Small Quantity Generator of hazardous waste. Notification Date 5127186 MAD981 212145 bo y Yards, Washington Street and Arborway; Small Quantly Generator of hazardous waste. Notification Date: 8104186 3 list o( Codrirmed Disposal Sites aid Locations To Be hiwstigneed,"DEP, October 16, 1989 353-30 Washington Strit, Jaica Plain (Boston), M October25, 1989 Pr ject No.89124 P e 7 of 9 MAD139377006 Dynamo Remanufacturing Company, 5 Stedman Slreet, Small Quanitiy Generator of hazardous waste. Notification Date: 12/1 6/85 MAD982544488 Keegan's Service Station, 3458 Washington Steet Small Quantity Generator of hazardous waste. Notification Date: 10121188 22 Boston Fe DeparitMnent 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 permis on file for the subject property, and no records of UST installations or excavations. 33 Boston C4y h*spATf £ "e of Enrtom nt/AAfirts Mr. John Shea, Principal Heath Inspector for the City of Boston was interviewed 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 subjectproperty. NMr. Shea's opinion was that the prior usage of the subject property would suggest that petroleum releases could have to occurred on site. NtMr. Shea reported that the OEA did have records on file regarding the de-leading of the orange line over Washington Street 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 in some 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 within 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. 3593-3M Wstington Set, J iwmica PlMin (Boston), M October25, 1989 Sroject No.89124 Page 8 of 9 40 Research aResoirces 4. Comersatns sad lnr'ws All 'MteWr Ms RAYa M mas r tasdin st%U Rt pYty Mre AmlAted by AKy FA aAYl RedI dKF Red' Emvrrmer/P/nierc Irr Interyiew wth Inspector Isaac Hendricks, Boston Fire Prevention Bureau, 10120189 Interview wth John Shea, Ofice of Environmental Afairs, 10105/89 42 Pt lic Rcardr Searches FEMA Flood Instrance Maps, City of Boston, Conmmunity Panel No. 250286 0015 C, Proof 411182 BRA Sheet 15N, 8E Suffok County Registy 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 Roxbury, and Brighton, Plate 16; LJ Richards & Company, Boston, MA, 1899 PoIk's City of Boston Directory; RL Polk & Company, Boston, MA (various years): 1978:p 545 1974-75: p 571 1973:p 575 39-30 Whsiton Stineet, Jurmica Plain (Boston), MIA October25, 1989 Project No. 89124 Page 9 of 9 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 Drectory; Sampson & Murdock Company, Boston, MA (various years): 1934:p 2467 1932:p 2617 1930:p 2567 4. Dep aner of En romr hl Protection Division of Hazardous Waste, DEQE, Woburn, MA, 10104189 USGS Water Supply Protection Atlas Overlays, DEP, Woburn, 10104189 "Water Stupply Protection Atlas Handbook," DEQE, 1982 "Listof Confirmed Disposal Sites and Locations To Be investigated," DEP, October 16,1989 2 2 2 2___- • •...... ' . . . . . - ... .• .. . -. -. - ...... --- S R5 ---- =M "92: 22 aS399999 ) I 2 2 22n a2s q u manna xxxzs .5 s A.a a dd a fill a iliii is ai I -JI ww dd B, daocd d8i'd * I I! * I * I * I g I ~ ii a a I Ii -J ii!d -A C B * U "'IL a I~ ~I i I i In S i -IG ~ ii ~ I -J -j- I I i li I II 1111111~ li 111111n I [ I I ' C .:. -: 0 fl - C> C> I 2 ._ oco n c c ===== seniessmanamassill anga "I mnna G2 ann n 929nanm IA llill.ittiill i a WI I 'I .! 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" U'-ri ,-2 '-I '-. - : , *0 0 I------0l' WEB EM IEER ING ASSOCIATES,INC. f 152 KING STREET COHASSET, FSSAUSETTS 02025 OBSERVAT ION WELL CONSTRUCT ION PROJECT NAME Arbo y WELL NUBER , 4-2 PROJECT NUMBER 89-E-036 TOTAL DEPTH 19 feet GEOLOGIST / ENGINEER warner INSTALLATION DATE 9/28/89 DILL ING CONTRACTOR Soil Exploration Corp. THICNESS OF GATE BOX - SURFACE SEk i foot TYPE OF SEAL canent TYPE Steel lock cap 2 feet above surface DIAETER OF 6 inches BOREIRaE THICKNESS 4 feet an bentonite seal BNONITE SEAL on riser i . DEPTH TO TCP 4 feet OF UJYOINT ELEVATIN .I . BACF ILL ARM Environmental AD DATE 8 feet LPOI NT Sand INSID SD IAETER .. W]ni INT 2 inches ' TYPE OF WEP(i INT .010 4 slot PVC Schedule 40 DEPTH TO BOTTOM OF ELLPOIT _ 19 feet . . BOTTOM OF BORING 19 feet 1 I EB ENGINIEER ING ASSOCIATES.,INC. 152 KING STEET 90RING LOG COASSET ,MASSACARUTTS 02025 PRWECT N Arborway WELL MJE t-2 I PRJECT LAM 89-E-036 A T _ff 2 GELOGIST / EGINEER Warner TOTAL DEPTH 19 feet DRILLING COWRACTOR / CREW Soil Exploration Corp. DATE TARTED 9/28/89 ETHJ USED 2" split SDon sarmper DATE CWLETED 9/28/89 SOIL DESCRIPTION -1 2 Loose, dry, mediun-coarse SAND, with gravel, 3 0.5 black with trace of silt. 5 8 0.6 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 -2 35 227.3 petroleum, soil saturated with oil. 36 134.2 Trace of cdbbles and trace of silt. 23 Sampler bouncing on rock. Water encountered @8 feet. 0 10 Medium dense, wet, brown, fine SAND with 3 12 95.2 scane silt and no gravel. 12 3 16 10.8 WEB ENGINEERING ASSOCIATES,INC. 152 KING STREET ) 8 IRI O COHASSFT UASSCUSETTS fl2025 PROECT W Arborway WELL NJ M-2 PR JECT IUR 89-E-036 s 2ff 2 IGELOGIST/ EHISER warner TOTAL DEPTH 19 feet -DRILLING COWRACTCR / CE Soil Exploration DATE STARTED 9/28/89 Wf J) 2" split spQn sampler DATE CCLETED 9/28/89 S -I SOIL DESCRIPTION 5 5.1 Loose, wet, grey, fine SAND with no gravel. S- 6 10 s-4 10 3.4 M.dium-dense, wet, grey, find SAND with no gravel. Installed 15 feet of .010 screen Installed 6 feet of riser 320 Envircmental sand pack fran 18 feet to 4 feet, 2 feet bentcnite seal 2 feet clay and cement graout Lock cap 2 feet above grade Fran top of screen to surface - Bentonite and cement seal group on riser 25 I WEB ENG I ER IIE ASSOC IATES, IE. 152 KING STREET COASSET, ,ASSAC}ISTS 02025 OBSERVAT ION WELL CONSTRUCT ION PROJECT NAME Arborway WELL NU WER mw-3 PROJECT N.UBER 89-E-036 TOTAL DEPTH 20 feet GEOLOGIST / ENGINEER warner INSTALLATION DATE 9/28/89 DRILL ING CONTRACTOR Soil Exploration Corp. SMAE TH icoiss OF GATE BOX S3AACE R 1 foot TPE O AL canent TYPE Steel lock cap 2 feet above surface I I I. DDCSI~IAER CF 6 inches THICKNESS s feet of B CfNITE SEL bentonite seal an riser DEPTH TOP 5 feet OF WPO INT ElOVATION BACIO ILL ARM Envirconental T 10 feet 972 8 W/]_LJ INT sand ADA --- I INS I EDIA ERT OFEL.POINT 2 inches TYPE OF wE1POINT PVC Schedule 40 DEPTH TO BOTTOM OF iLPO INT 20 feet BuTTOU OF 20 feet WEB ENGII ERING ASSOCIATES,INCE. 152 KING =IE I10R ING LOG CMSSET ASSACSETTS 02025 RJECT N? Arborway WELL NIMER M43 QJECT NME 89-E-036 SHIT M_O 2 GE LOGIST / ENINEER warner TOTAL DEPTH 20 feet DILLING WNRACTOR / D Soil Exploraticn DATE STARTED 9/29/89 TM USE 2" solit spoon sampler DATE COWfLETI) 9/29/89 9 _u - SOIL DESCRIPTION 1 Tose, dry, fine - medium SAND, black with gravel, sane 2 45.5 fine sand. 2 93.9 2 S-A 37.1 Fine SAND with gravel. Rough drilling - boulders encountered ) a s-2 16 Grey, dense, dry, mediumn-coarse SAND with gravel, -32 23 275.2 strong odor of petroleum. 25 -2 265.1 29 Water encountered @10 feet. 10 ___ 6 -3 6.2 oIcose/maediumn-dense, brown, wet, fine SAND and somane silt 10 with no gravel. 12 S-3 1 8.3 Soil change @13.5 feet Lcose,wet, grey, silty SAND with no gravel. I WEB E IiEER ING ASSOCIATES,INC. 152 KING STREET BORiGLOflPfl COh4SSET UASSACl4SETTS 0202l5 PROJECT ME rra y WELL IER -3 PROJECT RJER 89-E-036 S 0 2 GEOLOGIST / ENGIEIER warner TOTAL DEPTH 20 feet DRILLING CONTWRCTOR / OW Soil Exploration DTE STA D 9/29/89 WTO) USED 2" split spoon saoler TE CCOPLETED 9/29/89 SOIL DESCRIPTION 16 S-4 S-4 7 32.4 Loosetiedium-dense, wet, grey, silty SAND. 10 with no gravel. S-4 12 Loose/medium-dense, wet, grey, silty SAND 10 10 36.3with with no gravel. '220 Installed 15 feet of 010 screen Installed 7 feet of riser Installed 16 feet of envirronmental sand pack SInstAlled 1 foot of bentonite seal Installed lock cap 2 feet above grade Grouted with bentonite frmn top of screen to 25 surface - cement and bentonite I I * 30 WEB ENGIEERI ASSOCIATES,INC. 152 KING STREET ACOASSET, MUSSACISETTS 02025 OBSERVAT ION WELL CONSTRUCT ION PROJECT NAME Arborway WELL NLMER -1 PROJECT NLWER 89-E-036 TOTAL DEPTH 26 feet GEOLOGIST / ENGINEER warner INSTALLATION DATE 9/28/89 DRiLLI ICONRACTOR soil Exploration Corp. ,I SUFACE G Ac j GATE BOX L -- ] s 1 foot TYPE OF SEAL cement TYPE steel 1ock cap 2 feet above surface DIAETEROF 6 inches TH ICKNESS 5s feet ofr bentonite, NTTNITE SEAl seal on riser 1 PTHTO TCP 6 feet _VAT ION- OF IELLPOINT ELEVATIG0N BOE ILL ARtNJ Environmental a DATE 8.0'-8.5' 9/28/89 W0IPOINT Sand INSIDIED IAETER OFWLjPO INT 2 inches TYPE OF 1... -- " ' I" WE l.PO INT .010,l 4 slot PW L schedule 40 DEPTH TO BOTTOM ..,. OF WELLPOINT 26 feet S . BOTTOMrOF BORING 27 feet WEB ENG IlEER INASSOC IATES,INC. 152 KING STEET ING LOG CSSETASSAUSETTS 02025 PROJECT MZ Arborway ELiL RAER W-1 PROECT HM 89-E-036 _ff 2 GEC(LIOGIST / Ef E warner TOTAL D7TH 26 feet 3OR ILL IN(G TRACTCR / aM Soil Exploratin Corp. TE 'EM 9/28/89 WT} L 2" split spoon sampler TE COIPETED 9/28 /Rq SSOIL DESCRIPTION Ihose, dry, fine SAND, sane trd.im-coarse sand, trace of S 7.3 cobbles, trace of silt. SS-1 38.4 I Medium-dense, grey/silvery, moist, nmedium-coarse, SAND with fine gravel, trace of fine sand and silt. Strong odor of petroleum. Strong odor of petroleum. Water encountered @ 8'-8.5' Soil change @8.5' Icose, wet, very fine SAND, with saome silt, grey, strong odor of petroleum. Silty sand with no gravel. I WEB ENGINEERIN ASSOCIATES,II0. 1 152 KING SREET " BORING LOG COHASSET, WSSACEETTS 02025 P(ECT NAiME Arborway EL fME W-1 PROJECT N E 89-E-036 SfET _L_ 2 GEOLOGIST/ ENGINER Warner TOTAL DEPTH 26 feet DRILLING CONTRACTOR / CREW Soil Exploration Corp. DAT STARTED 9/28/89 WO USED 2" split spoon sampler DATE CEPLETED 9/2g/R8 l SOIL DESCRIPTION 2 1.9 Loose, wet, silt and very fine SAND. S6 4 2 Grey, with no gravel. 4 S1.9 loose, wet, grey, find SAND with sane silt, 5 no gravel. I- 1)20 S-5 S-5 3 1.7 Iose, wet, grey, sandy SILT 5 with no gravel. 5 6 Loose, wet, grey, sandy SILT 0.5 with no gravel. I I 25 25 S-6 0.0 Loose, wet, grey, sandy SILT 3 with no gravel. 5 S-6 5 0.0 Loose, wet, grey, silty SAND. 4 3Jet wash with tap water to loosen auger. Installed 20' of .010 screen installed 7' of solid ri er IL Installed from top of screen to surface - bentonite and cement seal on riser. Installed i' of environmental sand on top Installed 2' of bentonite seal on top 30 Installed lock cap - 2' above grade F;-, THE COMMONWEALTH OF MASSACHUSEITT'S 3 DEPARTMENT OF ENVIRONMENTAL QUALITY ENGINEERING NOTICE OF RESPONSIBILITY 0 : ,-,.5oL ',.- -- - r-,-C . g A,-- . .IR - .--. ' " On c 2.7; 1s . - at _:_3. (p.m.) 4a the Department of Environmental Quality Engineering (Department) responded to a release/threat of release of oil/hazardous material at pc- SL . . 'rc. Z-. in S& is , - Massachusetts. Preliminary indications are that you are a party responsible for assessment, containment and removal actions necessitated by this incident. Massachusetts 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. I You may assume responsibility for response actions by immedictely engaging a contractorwho is qualified to perform the work and paying that contractor directly. By accepting responsibility for conducting the required response actions now you can avoid: I - 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 damagas (i.e., 3 times the total amount of response costs the Department incurs). If you do not accept responsibility for responding to this incident, or if you accept responsibility but fail to complete the work required by the Department, the Department will take appropriate resonse actions and seek recovery of all costs, charges, and damages. If the Department's attempts to recover costs directly are unsuccessful, it may place alien 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. LiUen 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. I 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 Department 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, _ _ _ _ndTitt #DEOFiOfficial On . 4. _Eci3 at approximately LLfs, I _ [dote) Itime) Jinspector) of the DEQE -- r . r- _. Region personally served upon F " r r (Socaton) (parry) a copy of the above "Notice of Responsibility". _ cJ. tP-n.. - is believed by me to be the * (party) m -s i2C 5 -<42._-$7.. _- t - ,t' -_ based upon the following information: Staus)(propvey I- rir.,. J- - I can be reached at ....-- 6,- -- __IS to discuss this matter in greater detail. P-rson on-scene agrees / doe-. not agree- -. to take the response actions deemed necessary by Department pttfsu;- , . DANIEL S. CEENBAUM 5/ Commisio.ucr 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 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 reamedcial measures coucld be recuired ait the s t after a detailed evaluation of the long tern en:i-anzen-/publ'- health impact of the contaminant conditions at the si.e. The case is therefore bein refarred to the Site !anagemen Branch of this Office for furthr investiaIon. 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 CNR 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 ICP, 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 c:R 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 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, phen-. Roberson vironmental Analst Richard J. C ipin Deputy Regional Environmental Engineer RJC/SR/ae DEQE, OIR, 1 Winter St., Boston, MA 02108, Attn: Frank Sciannameo BOH, 813 Harrison Ave., Boston, MA 02113 Fire Dept., 115 Southampton St., Boston, MA 02118, Attn: Special Services Division, Deputy Chief Nino Tranontozzi WEB ENGINEERING ASSOCIATES, INC. . 152 KING STREET COHASSET MASSACHUSETTS 02025 617- 383 - 2305 "C 0160t 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 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/cbl RESULTS OF PHOTOIONIZATION SCREENING MW-I MW-2 MW-3 S-1 0'-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 YfeA ( (, -1- WEB ENGINEERING ASSOCIATES, INC. 152 KING STREET COHASSET. MASSACHUSETTS 02025 617 - 383 - 2305 "G O 01W QUALITY 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 the 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 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 and 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. r'.1I 9eeaztnen/ C/ &nviznmenla/ Qualiy &ineiuny taweance 44.tcsind 9 2 4 J7 9Aa/4ed /a, 2 aatenoe, aT&aecdas44o 01W C1-I4-5 AT06.IW;Wfl1,15 H052 am 10/14 BDaOY Stavuas Water Analysis 38 ontvale Avemue m22AATM 04/17 Stooeh*, MA 02180 DICOR Alan Stevens *17-438-6114 PR!MARY CAT500pJE .fRIZI MA'h) fULCzRTI CATfm Trace etals, Nitrate, Fluoride, Pesticides, PCB, A/FP, TriMlogethans, Volatile Organics, Corrosivity Series, 8oiti, Y Colifora (H' 6 HPN) f nazM AkCaRTM CATWIOs PAK nomai CAamo Io=i Mral ruLL CRTZCAlTIO, Metals, Nutrients, Demand, PCI, Pesticides, Volatile alocarbons, Volatile Aroatics, Cyanide, Oil & Grease, Phenolics, Focal Colt (Mr & M), Standard Plate Count PR5ZM&L CRTZ2CAE. Minerals This certificate mWeroeds all previous certificates issued to this laboratory4 Reporting of analyses other certification. than those authorited above shall be cause for revocation Original Certificate, not copies, Bust be p, in prominent place at all time. Certification subject to approval by OGC. Sop,'I O'Brien, Ph.D. Director, Laboratory Certification for the Comissioner O N o 1 -i o Oj o -- ooo .0 I 'a ) z o f 0 cc oa r 0 a: za 0 I ino I Cc \4o z tax: H>~ W 0 c Ilk C L U, -- 'JI 6A > b.. a ~ a 4 I S F- 1 o a * p -2 a- . EUm -%'P Ia: -F S 2 2 HA1 - - 'It f zoo t U- 4 I- - f-f-I- ---- 4- N 0! 2 dL9 O v t 0 - W I -1 \e. ) -TZ - 8 o a C-C - STEVENS ANALYTICAL LABORATORIES, INC. 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 Bromomethane Vinyl Chloride Chloroethane Methylene Chloride Trichlorofluoromethane 1,1 Dichloroethene 1,1 Dichloroethane trans-1,2 Dichloroethene Chloroform 1,2 Dichloroethane 1,1,1 Trichloroethane Carbon Tetrachloride Bromodichloromethane 1,2 Dichloropropane 1,3 Dichloropropene(cis & trans) Trichloroethene Dibromochloromethane 1,1,2 Trichloroethane Benzene Bromoform 1,1,2,2 Tetrachloroethane Tetrachloroethene Toluene Chlorobenzene Ethylbenzene 1,3 Dichlorobenzene 1,2 Dichlorobenzene 1,4 Dichlorobenzene Total Xylenes ND 500 Authorized by: atharn- Kathar S. a er, b 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. .mumm STEVENS ANALYTICAL LABORATORIES, INC. 38 Montvale Avenue, Stoneham, MA 02180, (617) 438-6114 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 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 2. Authorized by: vri 1/1(4/1 Kath rIne' al kS- nal"'Vnager ND - None Detected / Sample results are reported on a wet weig t basis. Due to matrix interference these are the best achievable detection limits. am am STEVENS ANALYTICAL LABORATORIES, INC. a a 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-1,2 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: Kathartne S. Walker, neral Manager ND'- None Detected Sample results are reported on a wet weig basis. =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 2000 Bromomethane ND 2000 Vinyl Chloride ND 2000 Chloroethane ND 2000 Methylene Chloride ND 2000 Trichlorofluoromethane ND 2000 1,1 Dichloroethene ND 1000 1,1 Dichloroethane ND 1000 trans-l,2 Dichloroethene ND 1000 Chloroform ND 1000 1,2 Dichloroethane ND 1000 1,1,1 Trichloroethane ND 1000 Carbon Tetrachloride ND 1000 Bromodichloromethane ND 1000 1,2 Dichloropropane ND 1000 1,3 Dichloropropene(cis & trans) ND 1000 Trichloroethene ND 1000 Dibromochloromethane ND 1000 1,1,2 Trichloroethane ND 1000 Benzene ND 1000 Bromoform ND 1000 1,1,2,2 Tetrachloroethane ND 1000 Tetrachloroethene ND 1000 Toluene ND 1000 Chlorobenzene ND 1000 Ethylbenzene ND 1000 1,3 Dichlorobenzene ND 1000 1,2 Dichlorobenzene ND 1000 1,4 Dichlorobenzene ND 1000 Total Xylenes ND, 1000 Authorized by: K'lr/ 1 e 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 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 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 ND 125 Authorized by: V. / KathalitS. Walke?a ineral Manager . _ ND'- None Detected Sample results are reported on a wet weig:basis. agm STEVENS ANALYTICAL LABORATORIES, 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 2000 Bromomethane ND 2000 Vinyl Chloride ND 2000 Chloroethane ND 2000 Methylene Chloride ND 2000 Trichlorofluoromethane ND 2000 1,1 Dichloroethene ND 1000 1,1 Dichloroethane ND 1000 trans-l,2 Dichloroethene ND 1000 Chloroform ND 1000 1,2 Dichloroethane ND 1000 1,1,1 Trichloroethane ND 1000 Carbon Tetrachloride ND 1000 Bromodichloromethane ND 1000 1,2 Dichloropropane ND 1000 1,3 Dichloropropene(cis & trans) ND 1000 Trichloroethene ND 1000 Dibromochloromethane ND 1000 1,1,2 Trichloroethane ND 1000 Benzene ND 1000 Bromoform ND 1000 1,1,2,2 Tetrachloroethane ND 1000 Tetrachloroethene ND 1000 Toluene ND 1000 Chlorobenzene ND 1000 Ethylbenzene ND 1000 1,3 Dichlorobenzene ND 1000 1,2 Dichlorobenzene ND 1000 1,4 Dichlorobenzene ND 1000 Total Xylenes D 1000 Authorized by: , t Kathar : Walker,i neral anager ND - None Detected Sample results are reported on a wet weig t basis. Due to matrix interference these are the best achievable detection limits. am ar STEVENS ANALYTICAL LABORATORIES, INC. a 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 MW-1 1.87 mg/1 MW-2 1.78 mg/1 MW- 3 2.02 mg/1 Authorized by:_- n Kat rine S. Wal r Zeneral Manager - STEVENS ANALYTICAL LABORATORIES, 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-I1 COMPOUND CONCENTRATION DETECTION LIMIT ug/1 ug/1 Chloromethane 10 Bromomethane 10 Vinyl Chloride 10 Chloroethane 10 Methylene Chloride i0 Trichlorofluoromethane 10 1,1 Dichloroethene 5 1,1 Dichloroethane 5 trans-1,2 Dichloroethene 5 Chloroform 5 1,2 Dichloroethane 5 1,1,1 Trichloroethane 5 Carbon Tetrachloride 5 Bromodichloromethane 5 1,2 Dichloropropane 5 1,3 Dichloropropene(cis & trans) 5 Trichloroethene 5 Dibromochloromethane 5 1,1,2 Trichloroethan e 5 Benzene 5 Bromoform 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 1 ND 5 Authorized by: Kat ne .al) General Manager ND - None Detected aN a am STEVENS ANALYTICAL LABORATORIES, 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/1 Chloromethane Bromomethane Vinyl Chloride Chloroethane Methylene Chloride Trichlorofluoromethane 1,1 Dichloroethene 1,1 Dichloroethane trans-1,2 Dichloroethene Chloroform 1,2 Dichloroethane 1,1,1 Trichloroethane Carbon Tetrachloride Bromodichloromethane 1,2 Dichloropropane 1,3 Dichloropropene(cis & t Trichloroethene Dibromochloromethane 1,1,2 Trichloroethane Benzene Bromoform 1,1,2,2 Tetrachloroethane Tetrachloroethene Toluene Chlorobenzene Ethylbenzene 1.,3 Dichlorobenzene 1,2 Dichlorobenzene 1,4 Dichlorobenzene Total Xylenes ND Authorized by: VAJJ,t Q / A Kath -ftS.Walker ehen'"Ranager ND - None Detected - STEVENS ANALYTICAL LABORATORIES, INC. 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/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 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: Y al . Katha ne S. Walker er al-Manager ND - None Detected J l m J m STEVENS ANALYTICAL LABORATORIES, INC. J J 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 O'-2' 1,020 mg/kg MW-1 5'-7' 1,430 mg/kg MW-2 O'-2' 1,690 mg/kg MW-2 5'-7' 974 mg/kg 0'-2' 669 mg/kg 5'-7' 6,340 mg/kg Authorized Kathar' S. Wa rr neral Manager *Dry Weight l i m i m STEVENS ANALYTICAL LABORATORIES, INC. m m 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 O'-2' MW-1 5'-7' MW-2 O'-2' ARSENIC 1.3 3.7 mg/kg SELENIUM <0.01 0.08 mg/kg MERCURY <0.25 0.47 mg/kg SILVER 0.11 0.21 mg/kg BARIUM 47 41 mg/kg CADMIUM 0.34 0.54 mg/kg CHROMIUM 19.1 21 mg/kg LEAD 4.6 239 mg/kg Authorized by: KathatiLzeS. Wa ke , eral Ma ager Analyses expressed a on Dry Weight Basis i.., STEVENS ANALYTICAL LABORATORIES, 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 0'-2' MW-3 51-71' 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 S. er, ral Manager Analyses expressed on a Dry Weight Basis - 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'-2') Arsenic <1.0 ppb Selenium <1.0 ppb Mercury <0.5 ppb Silver <0.01 mg/1 Barium <0.5 mg/1 Cadmium <0.01 mg/ 1 Chromium <0.01 mg/1 Lead <0.05 mg/1 Authorized by: (ff Kath Manager - 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 COHRASSET, 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 Selenium <1.0 <1.0 <1.0 Mercury <0.5 <0.5 <0.5 Silver <0.01 <0.01 <0.01 Beryllium <0.02 <0.02 <0.02 Cadmium <0.01 <0.01 <0.01 Chromium 0.59 0.52 1.06 Copper 0.28 0.22 0.45 Nickel 0.20 0.20 0.32 Lead 0.20 0.18 0.40 Antimony <0.2 <0.2 <0.2 Thallium <0.1 <0.1 <0.1 Zinc 0.46 0.51 0.60 Authorized by: //? )in Kath rT S. Waile Ge nr tanager u__ al STEVENS ANALYTICAL LABORATORIES, 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, 02025 ATTN: ED WARNER SAMPLE SOURCE: ARBORWAY - MW-3 (01-2'1 (SOILI 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: 4AU -/4f( 4 )wn KathatieS. Walke eneral Manager