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0189 PINQUICKSET COVE CIR - Health
189 Pinquickset Cove Rd r cotuit A = 005 - 073 - 1 I i i ,i i i i '� rs� G hog- 4-4, 14- Thomas&Betts Corporation 452 John Dietsch Blvd. P.O. Box 2510 Attleboro Falls, MA 02763 (508) 699-9800 Facsimile (508) 695-8111 Thomas o efts April2, 1998 Kathleen C. France 20 Bogart Court Princeton,New Jersey 08540 Dear Ms. France: Enclosed please find _of the analysis of your well water, which we recently sampled from your property at 89 Pin uickset Cove Road *n Cotuit, Massachusetts. The water samples were collected by. GZA GeoEnvironmental, Inc. and ana yzed by the Mitkem Corporation laboratory.�loro�foUn was found in our well water at a concentration of 0.6 parts per bil on. This contaminant is not related to the 106 Falmouth y L�_ �_ .# Road Site. These results were sent to the Nlassachusetts Department of Environmental Protection(DEP). We understand that the DEP generally advises that "there is currently no drinking water standard for chloroform in non-chlorinated water supplies. The Department's Office of Research and. Standards has established a drinking water guideline for chloroform of 5.0 ppb in non-chlorinated water supplies. Chloroform is considered to be naturally occurring and ubiquitous throughout Cape Cod. Chloroform has also been associated with on-site septic systems." If you have any questions regarding chloroform, please call the Barnstable Board of Health or DEP. As you may recall, the contaminants of concern at the 106 Falmouth Road Site were industrial solvents and cleaners potentially related to historic operations at that facility. To test for such materials, the laboratory analyzes for the range of VOCs specified by the EPA's testing method. That is why the Laboratory Analysis Report covers such a long list of organic compounds. Beside the list of compounds are two columns of data. The first column shows the concentration of the compound in parts per billion (ppb) found in the water sample. The letters "ND" mean the compound was not detected. The second column shows the lowest level at which the laboratory could'accurately quantify the compound We appreciate your allowing us to come in and test your water. If you have any questions, please do not hesitate to call Tom McShane at Thomas& Betts (508-699-9820). Sincerely, .William 0. Frigon Attachment: Laboratory Analysis Reports cc: Town of Barnstable Board of Health Mark Wood, DEP CORPORATION APR 0 2 1998 March 31, 1998 GZA GeoEnvironmental, Inc. U L 140 Broadway Providence, RI 02903 Attn: Ms. Hilary Fortune RE: Client Project#: 31751.13, Cotuit Well Sampling (IRA) Lab Project#: E0410 Dear Ms. Fortune: Enclosed please find the data report of the required analyses for the samples associated with the above referenced project. If you have any questions regarding this report,please call me. i We appreciate your business. Sincerel Edward A. Lawler Laboratory Operations Manager 175 Metro Center Boulevard • Warwick, Rhode Island 02886-1755 (401) 732-3400 • Fax (401) 732-3499 1232 East Broadway, Suite 210 • Tempe, Arizona 85282 • (602) 303-9535 • Fax (602) 92.1-2883 email: mitkem@worldnet.att.net IMITKEM CORPORATION Client: GZA GeoEnvironmental,Inc. Client Project: 31751.13, Cotuit Well Sampling (IRA) Lab Project: E0410 Date samples received: 3/27,3/30/98 Project Narrative This data report includes the analysis results for ten (10) aqueous samples that were received from GZA GeoEnvironmental, Inc. on March 27,30 1998. Analyses were performed per specification in the Chain of Custody form. For reference, a copy of the Mitkem Sample Log- In form is included for cross-referencing the client sample ID and laboratory sample ID. All of the analyses were performed according to method specifications. The method blank associated with these volatile organic sample analyses contained low levels of common laboratory contaminants methylene chloride and 1,12-trichloro-1,2,2-trifluoroehtane. These compounds were also detected in several samples. Where they are detected in samples,their concentrations are flagged with a`B". No other unusual occurrences were noted during sample analysis. This data report has been reviewed and is authorized for release as evidenced by the signature below. Edward A. Lawler Laboratory Operations Manager 00! i Data Qualifiers: J This flag indicates an estimated value due to either • the compound was detected at below the Reporting Limit, or • estimated concentration for Tentatively Identified Compound B This flag indicates the analyte was also detected in the associated Method Blank D This flag indicates the analyte concentration was obtained from a diluted analysis E This flag indicates the analyte concentration exceeded the Calibration Range ` P This flag is used for Pesticides/PCB/Herbicide analyte when there is a greater than 50%difference for detected concentration between the two GC columns used for Primary and Confirmation analyses. The lower of the two values is reported in the Analysis Report. CORPORATION Analysis Report: Purgeable Volatile Organics Client: GZA GeoEnvironmental, Inc. Analysis Date: 3/30/98 Client ID: RW-7 Concentration in: ug/L Lab ID: E0410-02 Dilution: 1 Analysis: Method 524.2. Reporting Analyte Results Lima Dichlorodifluoromethane ND 0.5 Chloromethane ND 0.5 Vinyl chloride ND 0.5 Bromomethane ND 0.5 Chloroethane: ND 0.5 Trichlorofluoromethane ND 0.5 1,1-Dichloroethene ND 0.5 Methylene chloride ND 0.5 trans-.1,2-Dichloroethene ND 0.5 1,1-Dichloroethane ND 0.5 2,2-Dichloropropane ND 0.5 cis-1,2-Dichloroethene ND 0.5 Bromochloromethane N D 0.5 Chloroform 0.6 0.5 1,1,1-Trichloroethane ND 0.5 Carbon tetrachloride ND 0.5 1,17Dichloropropene ND 0.5 Benzene ND 0.5 1,2-Dichloroethane ND 0.5 Trichloroethene ND 0.5 1,2-Dichloropropane ND 0.5 Dibromomethane ND 0.5 Bromodichloromethane ND 0.5 cis-1,3-Dichloropropene ND 0.5 Toluene ND 0.5 trans-1,3-Dichloropropene ND 0.5 1,1,2-Trichloroethane ND 0.5 Tetrachloroethene ND 0.5 1,3-Dichloropropane ND 0.5 Dibromochloromethane ND 0.5 1,2-Dibromoethane ND 0.5 Chlorobenzene ND 0.5 1,1,1,2-Tetrachloroethane ND 0.5 r U J Pagel of 2 E0410-02 CORPORATION Client ID: RW-7 Lab ID:, E0410-02 Reporting Analyte Result Lmtt Ethylbenzene ND 0.5 Xylenes (total) ND 0.5 Styrene ND 0.5 Bromoform ND 0.5 Isopropylbenzene ND 0.5 Bromobenzene ND 0.5 1,1,2,2-Tetrachloroethane ND 0.5 1,2,3-Trichloropropane ND 0.5 n-Propylbenzene ND 0.5 2-Chlorotoluene ND 0.5 4-Chlorotoluene ND 0.5 1,3,5-Trimethylbenzene ND 0.5 tert-Buty I benzene ND 0.5 1,2,4-Trimethylbenzene ND 0.5 sec-ButyIbenzene ND 0.5 1,3-Dichlorobenzene ND 0.5 4-Isopropyltoluene ND 0.5 1,4-Dichlorobenzene ND 0.5 1,2-Dichlorobenzene ND 0.5 _n-Butylbenzene ND 0.5 1,2-Dibromo-3-chloropropane ND 0.5 1,2,4-Trichlorobenzene ND 0.5 Hexachlorobutadiene ND 0.5 1,2,3-Trichlorobenzene ND 0.5 Naphthalene ND 0.5 1,1,2-Trichloro-1,2,2-trifluoroethane ND 0.5 QC Batch: V5B0330A Surrogate Recovery: Bromofluorobenzene 93% 1,2-Dichlorobenzene-d4 100% ND= Not Detected Single point calibration Page 2 of 2 E0410-02 MITKEINI CORPORATION Analysis Report: Purgeable Volatile Organics Client: GZA GeoEnvironmental, Inc. Analysis Date: 3/31/98 Client ID: TB (3/27) Concentration in: ug/L Lab ID: E0410-08 Dilution: 1 Analysis: Method 524.2 Reporting Analyte Results UMA Dichlorodifluoromethane ND 0.5 Chloromethane ND 0.5 Vinyl chloride ND 0.5 Bromomethane ND 0.5 Chloroethane ND 0.5 Trichlorofluoromethane ND 0.5 1,1-Dichloroethene ND 0.5 Methylene chloride 0.6 B 0.5 trans-1,2-Dichloroethene ND 0.5 1,1-Dichloroethane ND 0.5 2,2-Dichloropropane ND 0.5 cis-1,2-D.ichloroethene ND 0.5 Bromochloromethane ND 0.5 Chloroform ND 0.5 ;1,1,1-Trichloroethane ND 0.5 Carbon tetrachloride ND 0.5 1,1-Dichloropropene ND 0.5 Benzene ND 0.5 1,2-Dichloroethane ND 0.5 Trichloroethene ND 0.5 1,2-Dichloropropane ND 0.5 Dibromomethane ND 0.5 Bromodichloromethane ND 0.5 cis-1,3-Dichloropropene ND 0.5 Toluene ND 0.5 trans-1,3-Dichloropropene ND 0.5 1,1,2Trichloroethane ND 0.5 Tetrachloroethene N D 0.5 1,3-Dichloropropane ND 0.5 Dibromochloromethane ND 0.5 1,2-Dibromoethane ND 0.5 Chlorobenzene ND 0.5 1,1,1,2-Tetrachloroethane ND 0.5 17 Pagel of 2 E0410-08 MITKENI CORPORATION Client ID: TB (3/27) Lab ID: E0410-08 Reporting Analyte Result Limit Ethylbenzene ND 0.5 Xylenes (total) ND 0.5 Styrene ND 0.5 Bromoform ND 0.5 IsopropyIbenzene ND 0.5 Bromobenzene ND 0.5 1,1,2,2-Tetrachloroethane ND 0.5 1,2,3-Trichloropropane ND 0.5 n-Propylbenzene N D 0.5 2-Chlorotoluene ND 0.5 4-Chlorotoluene ND 0.5 1,3,5-Trimethylbenzene ND 0.5 tent-ButyI benzene. F _- ND 0.5 1,2,4-Trimethylbenzene ND 0.5 sec-Butylbenzene ND 0.5 1,3-Dichlorobenzene ND 0.5 4-Isopropyltoluene ND 0.5 1,4-Dichlorobenzene' ND 0.5 1,2-Dichlorobenzene ND 0.5 n-Butylbenzene ND 0.5 1,2-Dibromo-3-chloropropane ND 0.5 1,2,4-Trichlorobenzene ND 0.5 Hexachlorobutadiene ND 0.5 1,2,3-Trichlorobenzene ND 0.5 Naphthalene ND 0.5 1,1,2-Trichloro-1,2,2-trifluoroethane 0.7 B 0.5 QC Batch: V5B0330A Surrogate Recovery: Bromofluorobenzene 94% 1,2-Dichlorobenzene-d4 102% - ND= Not Detected Single point calibration Page 2 of 2 E0410-08 MITKEM O• O• Analysis Report: Purgeable Volatile Organics Client: GZA GeoEnvironmental, Inc. Analysis Date: 3/30/98 Client ID: Concentration in: ug/L Lab ID: Method Blank, V560330A Dilution: 1 Analysis: Method 524.2 Reporting Analyte Results Limit Dichlorodifluoromethane ND 0.5 Chloromethane ND 0.5 Vinyl chloride ND 0.5 Bromomethane ND 0.5 Chloroethane ND 0.5 Trichlorofluoromethane ND 0.5 1,1-Dichloroethene ND 0.5 Methylene chloride 0:4 J 0.5 trans-1,2-Dichloroethene ND 0.5 1,1-Dichloroethane ND 0.5 2,2-Dichloropropane ND 0.5 cis-1,2-Dichloroethene ND 0.5 Bromochloromethane ND 0.5 Chloroform ND 0.5 .1,1,1-Trichloroethane ND 0.5 Carbon tetrachloride ND 0.5 1,1-Dichloropropene ND 0.5 Benzene ND 0.5 .1,2-Dichloroethane ND 0.5 Trichloroethene ND 0.5 1,2-Dichloropropane ND 0.5 Dibromomethane ND 0.5 Bromodichloromethane ND 0.5 cis-1,3-Dichloropropehe ND 0.5 Toluene ND 0.5 trans-1,3-Dichloropropene ND 0.5 1,1,2-Trichloroethane ND 0.5 Tetrachloroethene ND 0.5 1,3-Dichloropropane ND 0.5 Dibromochloromethane ND 0.5 1,2-Dibromoethane ND 0.5 Chlorobenzene ND 0.5 1,1,1,2-Tetrachloroethane ND 0.5 rJ Page 1 of 2 E0410-MB CORPORATIONMITKENI Client ID: Lab ID: Method Blank, V5B0330A Reporting Analyte Result Limi Ethylbenzene ND 0.5 Xylenes (total) ND 0.5 Styrene ND 0.5 Bromoform ND 0.5 Isopropylbenzene ND 0.5 Bromobenzene ND 0.5 1,1,2,2-Tetrachloroethane ND 0.5 1,2,3-Trichloropropane ND 0.5 n-Propylbenzene ND 0.5 2-Chlorotoluene ND 0.5 4-Chlorotoluene ND 0.5 1,3,5-Trimethylbenzene ND 0.5 tert-Butylbenzene ND 0.5 1,2,4-Trimethylbenzene ND 0.5 sec-Butylbenzene ND 0.5 1,3-Dichlo robe nzene . ND 0.5 4-Isopropyltoluene ND 0.5 1,4-Dichlorobenzene ND 0.5 1,2-Dichlorobenzene ND 0.5 -n-Butylbenzene ND 0.5 1,2-Dibromo-3-chloropropane ND 0.5 1,2,4-Trichlorobenzene ND 0.5 Hexachlorobutadiene ND 0.5 1,2,3-Trichlorobenzene ND 0.5 Naphthalene ND 0.5 1,1,2-Trichloro-1,2,2-trifluoroethane 0.6 0.5 QC Batch: V5B0330A Surrogate Recovery: Bromofluorobenzene 93% 1,2-Dichlorobenzene-d4 99% ND= Not Detected Single point calibration U24 Page 2 of 2 E0410-MB MITKEM CORPORATION 0410 R1 Lab Project#: E Client Name: GZA GeoEnvironmental, Inc. Client Proj #: 31751.13 Logged In By: Client PO#: 3-01096 Project Name: Cotuit Well Sampling (IRA) Reviewed By: Date Due: . 3/31/98 Total Price: $ - Date: Time: D 3O Project Mgr: PAS Salesman: PAS Del-°Req'd: NA Completed?: YES Lab ID Client ID Matrix Analysis Price Sampled Received TPF IR BNA Herb_ P/P }ytI Mtj V GC Y M Suh -01 RW-1 AQ 524.2 3/27/98 3/27/98 1 -02 RW-7 AQ 524.2 3/27/98 3/27/98 1 -03 RW-24 AQ 524.2 3/27/98 3/27/98 1 -04 RW-17 AQ 524.2 3/27/98 3/27/98 I -05 RW-23 AQ 524.2 3/27/98 3/27/98 1 -06 RW-18 AQ 524.2 3/27/98 3/27/98 I -07 RW-8 AQ 524.2 3/27/98 3/27/98 1 -08 TB (3/27) AQ 524.2 3/27/98 3/27/98 1 -09 RW-15 AQ 524.2 3/28/98 3/30/98 1 -10 TB (3/28) AQ 524.2 3/28/98 3/10/98 1 CD TPH i<R BNA Herb PIP W-d bird Y-.SC Y M Suh N 0 0 0 0 0 0 0 0 10 0 C- 13/31/98 9:52 AM Page 1 of 2 Lab Project#: E0410 1 MITKEM CORPORATION Lab ID Client ID Matrix Analysis Pric Sampled Received TPI- IR BNA Herb 1IEP V 1 Mit V-GC -MS a" NOTES: Add¢Fredorl 113to�l�sl �nflePau�kcaliizratiar A <, a ORIGINAL REPORT GOES TO: INVOICE GOES TO: ADDITIONAL REPORT GOES TO: GZA GeoEnvironmental, Inc Attn: Hilary Fortune Same None 140 Broadway Phone: 401 421-4140 Providence,RI 02903 Fax: 401 751-8613 C` G`-'/31/98 9:52 AM Page 2 of 2 Lab Project #: E0410 WHITE COPY-Original YELLOW COPY- Lab Files PINK COPY-Project Manager W.O. # CHAIN-OF-CUSTODY RECORD (for lab use only) ANALYSES REQUIRED Sample Daterrime Matrix N ? I.D. cJ s=sa g g s g $ m a Total (Very Important) GW=Gmuntl W. S e i '- a 17, A #of Note SW=sunac.w. G u i w VM=W.—W. y ^' e R g , m = u ^ N Cont. ft • OW=Oinking W. a 2 u m 'm m m H 10)".(sPacJy) 2 0 ; .7 1 7 ,c D W / 2-4 t� � 16 .00 G VV ✓ 1 -- if , 30 DW ✓ -RW— 23 12•.02 DV\/ ✓ VV 1 :25 GN/ ✓ RvJ DVV v\/ ✓ PRESERVATIVE (CI-HCI,N-HNO,,S-H,SO,,Na-NaOH,O-Other)' CONTAINER TYPE (P-Plastic,G-Glass,V-Vial,T-Teflon,O-Other)' .RELINQUISHED BY: (Affiliation) DATE/TIME RECEIVED BY:(Affiliation) NOTES: Preservatives,special reporting limits,known contamination,etc.: �7 7 (Unless otherwlse noted,all VOA vials have been'preserved w/1:1 HCL.) RELINQUISHED BY: (Affiliation) DATE/TIME E El BY: (Affiliation) .�LCiI QQr+�ei/J 6n ��x H� /leEc �c/ -Al �Oey -P R RELINQUISHED BY:(Affiliation) DAT /TIME RECEIV D BY:(Affiliation) 11-7 PROJECT MANAGER: > �� �e EXT: 3 I a n TURNAROUND TIME:❑Standard Lh Rush -R—Days,Approved by: SeC�1L GZA FILE NO. 3 1-+ f 1 3 P.O. N.O. GZA GEOENVIRONMENTAL, INC. ENGINEERS AND SCIENTISTS PROJECT COT-0 t T WtLL s�tMPL I N (L��rl 140 Broadway PROVIDENCE,RI 02903 LOCATION L'OTy I Ty IAA - (401)421-4140 r FAX(401)751-8613 COLLECTOR(S) 0_,k,,/F-4 I,F/�U rl- SHEET OF�_ r— . WHITE COPY-Original YELLOW COPY-Lab Files PINK COPY-Project Manager W.O. # (for lab use only) CHAIN-OF-CUSTODY RECORD ANALYSES REQUIRED Sample Dale/Time Matrix o Y m — _ I.D. o .0 s=saa e g 8 = a Total (Very Important) GW=G ountl W. _ m e o a a n = T Y of Note sw_suna�. w w. g w=wa:a w. t; u ow=DA0inaw. n i u m m o g' $ i = t 1cJ^ Cont. tl Ocher(zPecdY) _l I 0 1 �n .-, 15 I✓ 3 T� Ct-r;P b1a-„L W 2� PRESERVATIVE (CI-HCI,N-HNO3,S-H,SO,,Na-NaOH,O-Other)' . 4+ CONTAINER TYPE (P-Plastic,G-Glass,V-Vial,T-Teflon,O-Other)' R I UISHED BY:(Affiliation) DATE/TIME RECEIVED BY:(Affiliation) NOTES: Preservatives,special reporting limits,known contamination,etc.: (Unithited,all VOA vials have been preserved w/1:1 HCL.) � a. ;� Le- 3 � �1 ��S - � (Unless otherwise no r r RE IN ( HED BY: (Affiliation 3 DATErrIME , RECEIV D BY:(Affiliation) a yr w��el �jn �e5 Ga l e G�c-� r�.c.0 de+tau- � I� ova II D RELINQUISHED BY: (Affiliation) DATE/TIME IVED BY: (Affiliation) PROJECT MANAGER: AIL-AE-�TLTuoc, EXT: TURNAROUND TIME:❑Standard ❑ Rush —Days,Approved by: GZA FILE NO. P.O. N.O. av - D I Oq(o GZA GEOENVIRONMENTAL, INC. ENGINEERS AND SCIENTISTS PROJECT CoTU I"F SAtit►�L f►.lr, �_ � 140 Broadway PROVIDENCE,RI 02903 LOCATION (' "NET, MLA. (401)421-4140 f FAX(401)751-8613 COLLECTOR(S) W. lr: )M1.�1!./ f • Fbiz-T0 G— SHEET_ OF�— MITKEM CORPORATION Sample Condition Form Page L ak Received By: Reviewed By: Date: J TITKEM Project: / { a Client Project: `v t(t (;( Client: (per Sample ID Preservation (pH) Comments/Remarks/ Condition: Lab Client HNO3 H2SO4 HC1 NaOH Corrective Action* 1) Custody Seal(s) Presen Absent Cooler /Bottles Intact/'Broken c3/ 2) Custody Seal Number(s) ,p 3) Chain-of-Custody (Presen bsent 4) Cooler Temperature Coolant Condition 5)Airbill(s) Presen bsen Airbill Number(s) 6) Sample Bottles I tta Broken Leaking 7) Date Received 8) Time Received 9) Project Due.Date See Sample Condition Notification/Corrective Action Form yes C MITKEM CORPORATION Sample Condition Form Pag<:bf- Received By: Reviewed By: Date: 3 3 a C MITKEM Project: b Client Project: Client: Sample ID Preservation (pH) Comments/Remarks/ Condition: Lab Client HNO3 H2SO4 HC1 NaOH Corrective Action" 1) Custody Seal(s) Presen Absent -ID ooler'/Bottles c Broken 2) Custody Seal Number(s) 3) Chain-of-Custody oPreseAbsent 4) Cooler Temperature 0 C Coolant Condition Ll7��c r(y 5)Airbilf(s) Prese Absent Airbill Number(s) -z� 6) Sample Bottles Intact Broken Leaking 7) Date Received 3 8) Time Received 9) Project Due Date " See Sample Condition Notification/Corrective Action Form yes/no � � 3 0 Last Page of Data Report .. � 3 MAILING LIST FOR 106 FALMOUTH ROAD SITE-MASHPEE,MASSACHUSETTS DA 1 E:�/ FILE NO. 7J DOCUMENT• ADDRESSEE "reg.cc:" "blind cc:" VIA SENT Massachusetts Dept.of Environmental Protection - Southeast Regional Office 20 Riverside Drive LYilassachusetts 02347 Mr.Gerard Martin,Acting Chief Mr.Mark Wood,Project Manager Massachusetts Department of Public Health Environmental Health Assessment 250 Washington Street,r Floor Boston,Massachusetts 02108 Attn: Ms.Elaine Kroueger,Chief,Environmental Toxicology Mashpee Board of Health 16 Great Neck Road Mashpee,Massachusetts 02649 Attn: Mr.Elias McQuaid,Chairperson Mashpee Board of Selectmen P.O.Box 1108 16 Great Neck Road Mashpee,Massachusetts 02649 Attn: Ms.Judith Mills,Chairperson Mashpee Water District P.O.Box 1543 Mashpee,Massachusetts 02649 Attn: Mr.Dave Rich k Mashpee Public Library P.O.Box 657 Mashpee,Massachusetts 02649 Barnstable County Dept.of Health and the Environment Superior Court House P.O.Box 427 Barnstable,Massachusetts 02630 Attn: Mr.Stetson Hall Barnstable Board of Health - Attn: Thomas&Betts Corporation 452 John Dietsch Blvd. Attleboro Falls,Massachusetts 02763 Attn:Mr.William Frigon Thomas&Betts Corporation / 1555 LJy'nnfield Road ✓� N - D Mer i,s,Tennessee 38119 �ilti VV Attn.Mr.Om Chopra Hale&Dorr as Pennsylvania Avenue Washington,DC 20004 Attn:.Mr.Jeffrey J.Davidson,Esq. Willowbend Development Corporation 130 Willowbend Drive Mashpee,Massachusetts 02649 Attn: Mr.Bruce A.Besse,Jr.,V.P. IN-HOUSE COPIES Michael A.Powers,P.E.,LSP Hilary Downes Fortune,P.G. -File Copy j:jobslemv131751-1.mapladres-3.doc 4 t COTUIT WELL SAMPLING PROGRAM This well sampling work plan was prepared by GZA GeoEnvironmental, Inc. for the Thomas & Betts Corporation (T&B). The plan was prepared to describe how certain residential wells in Cotuit, Massachusetts will be tested for Volatile Organic Compounds G� (VOCs). The program is part of an ongoing study being conducted pursuant to the Massachusetts Contingency Plan ("MCP") and in coordination with the Massachusetts Department of Environmental Protection ("DEP"), and is designed to meet all applicable state standards. PURPOSE The purpose of this sampling program is to provide additional information related to groundwater contamination associated with the former Augat manufacturing facility in Mashpee. The specific purpose of this work plan is to describe: (1) how wells were selected for sampling; (2) how samples will be collected and transported; (3) how samples will be analyzed; and (4) how the results of the testing will be documented and reported. The testing program is intended to provide information which will identify an unanticipated condition. Beyond this sampling program, ongoing and additional studies will be aimed at better defining the discharge location of the contaminated groundwater which is found beneath portions of the 106 Falmouth Road Site in Mashpee, and will help establish the long-term monitoring program required to confirm the identified discharge location(s). BACKGROUND Groundwater contaminated with volatile organic compounds (VOCs), primarily trichloroethene (TCE), tetrachloroethene (PCE), 1,1,1-trichloroethane (TCA), and associated degradation products, was found at the 106 Falmouth Road Site in Mashpee, Massachusetts in 1997. T&B has assumed responsibility for compliance with MCP procedures with respect to that contamination. The vertical and horizontal extent of that groundwater contamination has been well delineated from just south of Falmouth Road (Route 28) to the edge of Shoestring Bay. Based on the geometry of the aquifer and the Bay, and well-established geohydrological principles, it was initially estimated that the contaminated groundwater discharged to Shoestring Bay in. the immediate vicinity of Bryant's Point. Subsequent detailed piezometric studies found that the groundwater discharge mechanism is more complex. Based on measured hydraulic heads and inferred hydraulic parameters, we now believe that the VOCs are discharging, or will discharge, to Shoestring Bay at locations more distant from shore than originally estimated. Although very unlikely, there is a possibility that at least a portion of the groundwater flow beneath Shoestring Bay also flows beneath Cotuit. Page 1 of 3 Because the discharge location has not yet been fully defined, and based on technical discussions with the DEP, T&B has elected to undertake a one-time testing of certain residential water supply wells in Cotuit for VOCs. This work plan describes that sampling and analysis program. It is noted that, because of the observed geohydrological conditions, the distances of the subject wells from the Site, and the earliest possible date of a release of VOCs, it is highly G unlikely that Site-related VOCs will be found in groundwater beneath Cotuit. We also emphasize that the sampling and analysis program detailed in this work plan is only a part of T&B's ongoing effort to be sure historical releases of VOCs pose no unacceptable risk to human health or the environment. Additional tasks to better delineate'A he discharge location of Site-related VOCs continue to be performed as part of an evaluation of the Site's Class C Response Action Outcome (RAO). SELECTION OF RESIDENTIAL WELLS Based on published geologic informations, the identified groundwater flow path at the 106 Falmouth Road Site, and topographic features in Cotuit, it is evident that if groundwater from the Site passes beneath Shoestring Bay to beneath Cotuit, it does so in the vicinity of Fullers Marsh. We selected 20 residences which utilize private drinking water wells in the area of Fullers Marsh from a map depicting properties serviced by the Cotuit Water Company2. It is our intent to sample and test all 20 of these wells. SAMPLE COLLECTION We will make good faith efforts to contact owners at each of the identified 20 properties. With the permission of the owner, we will draw a sample of water from a cold water tap within the home. To the extent practical, we will observe the plumbing system so that samples are collected before any water treatment systems, and we will obtain whatever information the owner has on the construction of the well. The water will be run vigorously for a minimum of 15 minutes or until two volumes of any holding tank are withdrawn. This is to help ensure that the sampled water has not been in residence in the house's plumbing system for an extended duration. The sample will be collected by running the water gently (without an aerator) into new 40 ml glass vials, preserved with hydrochloric acid to a pH <2, and sealed with caps equipped with a teflon septum. The vials will be uniquely labeled, in the field, using a project code, placed on ice, and transported to the selected laboratory under chain-of-custody within 48 hours of collection. A trip blank will be transported in each cooler, and provided to, the Use of Particle tracking to Improve Numerical Model Calibration and to Analyze Groundwater Flow and Contaminant Mieration,Massachusetts Military Reservation,Western Cape Cod,Massachusetts. USGS Open-File Report 96-214, 1996. Z Map of Parcels with Connections to the Cotuit Water Company in the Pop onessett Bay Area Barnstable G.I.S. Unit G.M.C. 1/21/98. Page 2 of 3 o . laboratory for testing. Additional QA/QC procedures will include the collection of two or more samples for analysis as blind duplicates. SAMPLE ANALYSES F Samples will be analyzed by EPA Method 524.2 by an independent laboratory certified in Massachusetts using contract laboratory procedures. G� REPORTING t F GZA will compile the analytical results in a table, identifying each constituent found above its laboratory method detection limit. We will also compare these data to those compounds which have been found at the 106 Falmouth Road Site. The table will be supplemented with a brief report which will describe the sampling procedures and provide complete copies of the actual laboratory Certificates of Analysis. Each homeowner will be provided a copy of the Certificate of Analysis and a letter providing an appropriate description of the laboratory's analysis of the sample collected from their well. SCHEDULE Contingent upon homeowners' availability, the sampling will be conducted over a period of three days, from March 27 to March 30, 1998. The distribution of results to homeowners will occur within a week of sampling. The final report will be provided to the DEP, local officials and homeowners on or before April 10, 1998. gAjobs\env\31751-1..map\cotuit\workplan.doc Page 3 of 3 / l L 14 .4=�, i L7.. %Z. -3►Vn r tit DO t Thomas&Betts Corporation L—-�21 --414,D 452 John Dietsch Blvd. P.O.Box 2510 Attleboro Falls,MA 02763 (508) 699-9800 Facsimile(508)695-8111 MOMas6 get ft r Ctibr��l • '� ;���`�,�� March 20, 1998 MAR 23 1998 r iDWN D�� HEALTH DEFT.Irl,DE T u .5 Dear(Homeowner): 8 Just over a year ago,Thomas &Betts acquired Augat Inc. which operated a manufacturing facility in your neighboring town of Mashpee. Augat conducted manufacturing operations at its facility, located at 106 Falmouth Road, from the late 1960's until the plant was retired in December 1996. Upon closing the plant, Augat began a standard assessment of their property to determine if there was any historical industrial contamination at the site. Groundwater at the facility was found to be contaminated with volatile organic compounds associated with the use of industrial cleaning solvents. Since then, Augat, and subsequently Thomas &Betts, have been conducting a full technical investigation to resolve any potential environmental issues. As an extension of this investigation,Thomas &Betts is now requesting your permission to take a sample of water from your well at(address). That sample will be analyzed for volatile organic compounds. If you agree to participate, you will be provided with a copy of the laboratory results within roughly a week of the sampling. Obviously, this testing will be done at no charge to you. The purpose of this testing is to provide additional information for the on-going study related to the groundwater contamination that was found at the former Augat facility in Mashpee. Based upon the current facts and the professional opinion of our Licensed Site Professional and our engineering consultants, Thomas &Betts believes that the contamination originating at the former Augat facility has or will discharge into Shoestring Bay. The quantities of contaminants released to the Bay are expected to be so small that they will present no significant risk to the Bay or the environment. However, although very unlikely, there is also a possibility that at least a portion of the groundwater flowing beneath Shoestring Bay may also flow beneath Cotuit. Therefore, as a precautionary measure and as part of our complete hydrogeological assessment, Thomas & Betts, in coordination with the state Department of Environmental Protection, would like to sample certain residential wells including your own. Of course, if this data suggests any need for concern or follow-up action, we will irrunediatel.y contact you directly. A more detailed description of the sampling program which we have outlined to the state DEP is attached. c Page Two A representative of Thomas&Betts.will be calling you in the next few days to further answer any questions and hopefully to schedule a convenient time to take the water sample. In the meantime, should you wish to contact us,please call Tom McShane at(508) 699-9820. Thank you in advance for your cooperation. Sincerely, William O. Frigon Manager Corporate Environmental, Health& Safety Attachments: Well Sampling Work Plan- Area Map cc: Massachusetts Department of Environmental Protection i F , GZA Engineers and Principals: GeoEnvironmental,Inc. Scientists John P.Hartley, District Office Manager Michael A.Powers,P.E.,L.S.P. David R.Carchedi,Ph.D.,P.E. John J.Spirito,P.E.,L.S.P. Philip P.Virgadamo,P.E.,L.S.P. March 20, 1998 Russell J.Morgan,P.E. File No. 31751.1 Mr. Mark Wood 2 Department of Environmental Protection (iMAR 20 Riverside DriveLakeville,Massachusetts 02347 RECEIVEORe: Immediate Response Action Work Plan 2 6 1998106 Falmouth Road Site WN OFBARNSTA9IF Mashpee, Massachusetts (RTN 4-11904) "F"1T"oEPr.140 Broadway ; Providence Rhode Island 02903 Dear Mr. Wood: �.. /J S ` 401-421-4140 FAX 401-751-8613 GZA GeoEnvironmental, Inc. prepared the attached Immediate Response Action (IRA) work plan for the 106 Falmouth Road Site in Mashpee, Massachusetts. We are submitting this document on behalf of our client, the Thomas & Betts Corporation (T&B), in accordance with 310 CMR 40.0420. We believe this document provides the information you require. If you have any questions, please do not hesitate to call us at(401)421-4140. Very truly yours, GZA GEOENVIRONMENTAL, INC. DWX14 Hilary Do nes Fortune,P.G. ISeior el A. Powers,P.E.,LSP Seni oject Manager Principal A Subsidiary of GZA GeoEnvironmental Technologies,Inc. Attachments: BWSC-105: IRA Transmittal Form IRA Work Plan cc: Town of Mashpee Board of Health Town of Mashpee Board of Selectmen Mashpee Public Library Barnstable County Department of Health /'Town of Barnstable Board of Health Cotuit Water Company William Frigon,T&B 1:VOBS\ENV\3175I-I.MAP\COTUnVRA-LET.DOC An Equal Opportunity Employer NUFN/H IMMEDIATE RESPONSE ACTION (IRA) WORK PLAN This document is an Immediate Response Action (IRA) Work Plan. It was prepared by GZA GeoEnvironmental, Inc. for the Thomas &Betts Corporation (T&B). i PURPOSE The purpose of this IRA is to provide additional information related to groundwater contamination associated with the 106 Falmouth Road Site (the Site) in Mashpee, Massachusetts. The specific purpose of this work plan is to describe: (1) how wells were selected for sampling; (2) how samples will be collected and transported; (3) how samples will be analyzed; and (4) how the results of the testing will be documented and reported. The testing program is intended to provide information which will identify an unanticipated condition. Additional studies will be aimed at better defining the discharge location of the contaminated groundwater which is found beneath portions of the 106 Falmouth Road Site, and will help establish the long-term monitoring program required to confirm the identified discharge location(s). BACKGROUND Groundwater contaminated with volatile organic compounds (VOCs), primarily trichloroethene (TCE), tetrachloroethene (PCE), 1,1,1-trichloroethane (TCA), and associated degradation products, was found at the 106 Falmouth Road Site in Mashpee, Massachusetts. T&B has assumed responsibility for compliance with MCP procedures with respect to that contamination. The vertical and horizontal extent of that groundwater contamination has been well delineated from just south of Falmouth Road (Route 28) to the edge of Shoestring Bay. Based on the geometry of the aquifer and the Bay, and well-established geohydrological principles, it was initially estimated that the contaminated groundwater discharged to Shoestring Bay in the immediate vicinity of Bryant's Point. Subsequent detailed piezometric studies found that the groundwater discharge mechanism is more complex. Based on measured hydraulic heads and inferred hydraulic parameters, we now believe that the Site VOCs are discharging, or will discharge, to Shoestring Bay at locations more distant from shore than originally estimated. Although very unlikely, there is a possibility that at least a portion of the groundwater flow beneath Shoestring Bay also flows beneath Cotuit. Because the discharge location has not yet been fully defined, and based on technical discussions with the DEP, T&B has elected to undertake a one-time testing of certain residential water supply wells in Cotuit for VOCs. This IRA work plan describes that sampling and analysis program. Page 1 of 3 It is noted that, because of the observed geohydrological conditions, the distances of the subject wells from the Site, and the earliest possible date of a release of VOCs, it is highly unlikely that Site-related VOCs will be found in groundwater beneath Cotuit. We also emphasize that the sampling and analysis program detailed in this work plan is only a part of T&B's ongoing effort to be sure historical releases of VOCs pose no unacceptable risk to human health or the environment. Additional tasks to better delineate the discharge location of Site-related VOCs will be performed as part of an evaluation of the Site's Class C RAO. SELECTION OF RESIDENTIAL WELLS Based on published geologic informations the identified groundwater flow path at the 106 Falmouth Road Site, and topographic features in Cotuit, it is evident that if groundwater from the Site passes beneath Shoestring Bay to beneath Cotuit, it does so in the vicinity of Fullers Marsh. We selected 20 residences which utilize private drinking water wells in the area of Fullers Marsh from a map depicting properties serviced by the Cotuit Water .Company2. It is our intent to sample and test these 20 wells. SAMPLE COLLECTION We will make good faith efforts to contact owners at each of the identified 20 properties. With the permission of the owner, we will draw a sample of water from a cold water tap within the home. To the extent practical, we will observe the plumbing system so that samples are collected before any water treatment systems, and we will obtain whatever information the owner has on the construction of the well. The water will be run vigorously for a minimum of 15 minutes or until two volumes of any holding tank are withdrawn. This is to help ensure that the sampled water has not been in residence in the house's plumbing system for an extended duration. The sample will be collected by running the water gently (without an aerator) into new 40 ml glass vials, preserved with hydrochloric acid to a pH <2, and sealed with caps equipped with a teflon septum. The vials will be uniquely labeled, in the field, using a project code, placed on ice, and transported to the selected laboratory under chain-of-custody within-480 hours of collection. A trip blank will be transported in each cooler, and provided to the laboratory for testing. Additional QA/QC procedures will include the collection of two or more samples for analysis as blind duplicates. SAMPLE ANALYSES Samples will be analyzed by EPA Method 524.2 by a laboratory certified in Massachusetts using contract laboratory procedures. Use of Particle tracking to Improve Numerical Model Calibration and to Analyze Groundwater Flow and Contaminant Migration Massachusetts Military Reservation Western Cape Cod,Massachusetts. USGS Open-File Report 96-214, 1996. 2 Map of Parcels with Connections to the Cotuit Water Company in the Poponessett Bay Area. Barnstable G.I.S. Unit G.M.C. 1/21/98. Page 2 of 3 REPORTING GZA will compile the analytical results in a table, identifying each constituent found above laboratory method detection. Samples will be identified so that, with the aid of a separate key, the DEP will be able to identify which sample came from each residential well. We will also identify, on that table, which compounds, if any, have also been found at the 106 Falmouth Road Site. The table will be supplemented with a brief report which will describe the sampling procedures and provide copies of the laboratory Certificates of Analysis. Each homeowner will be provided a copy of the Certificate of Analysis and a letter providing an appropriate description of the laboratory's analysis of the sample collected from their well. SCHEDULE ' - Contingent upon homeowners' availability, the sampling will be conducted over a period of three days, from March 27 to March 30, 1998. The distribution of results to homeowners will occur within a week of sampling. The final report will be provided to the DEP, local officials and homeowners on or before April 10, 1998. gAjobs\env\3175 t-I..map\cotuit\ira-3.doc , t Page 3 of 3 TABLE I COTUIT PROPERTIES SELECTED FOR RESIDENTIAL WELL SAMPLING IMMEDIATE RESPONSE ACTION PLAN 106 Falmouth Road Site -Mashpee, Massachusetts WELL I D.;. .PLA.T MAP: LOT.. :': ADDRESS 1 6 48 750 Santuit Road 2 5 68 122 Pin uickset Cove Road 3 5 69 144 Pin uickset Cove Road 4 5 70 160 Pin uickset Cove Road 5 5 71 180 Pin uickset Cove Road 6 5 72 190 Pin uickset Cove Road 7 5 73 189 Pin uickset Cove Road 8 4 6 167 Pin uickset Cove Road 9 4 7 1617 Main Street Pin uickset Cove Road 10 4 8 1619 Main Street (Peppercorn Lane 11 4 9-1 114 Peppercorn Lane 4 9-2 120 Peppercorn Lane 4 10 144 Peppercorn Lane 4 11 160 Peppercorn Lane 4 12 N/A 12 6 10 12 Clamshell Cove Road 13 6 26 605 Popponesset Road 14 5 18 off Santuit Road conservation land 15 16 32 85 Peppercorn Lane 16 15 7 315 Vine and Road 17 3 4 42 Bailey Road 18 6 63 312 Pine Rid a Road 19 5 35 72 Cotuit Cove Road 20 1 5 3 262 Clamshell Cove Road G:UOBS\ENV\31751-I.MAP\C0TUIT\Cotuit-i.x1s Page I of 1 3/20/98 Bureau of Waste Site Cleanup Release Traeldrp Number. IMMEDIATE RESPONSE ACTION (IRA) ❑ TRANSMITTAL FORM Pursuant to 310 CMR 40.0424-40.0427(Subpart D) 4 - 11904 A. RELEASE OR THREAT OF RELEASE LOCATION: Release New(optlormi) Street 106 Falmouth Road Location Aid: West of Borrdoi n Road City/rown: Masbpee ZIP Code: 02649 ❑ Check hero If a Tier Claaafflcation Submittal has been provided to DEP for this Release Trading Number. ❑ Check hero if this location is Adequately Regulated,pursuant to 310 CMR 40.0110-0114. Specify Program:❑ CERCLA ❑ HSWA Corrective Action ❑ Solid Waste Management ❑ RCRA State Program(21 C Faces) Related Relessa Trading Numbers That This IRA Addresses: I B.THIS FORM IS BEING USED TO: (cam all that may) Submit an IRA Plan(complete Sections A,B.C,D,E,H,I.J and Iq. ❑ Check hero if this IRA Plan is an update or modtfica*m of a previously approved written IRA Plan. Date Submitted: ; ❑ Submit an kra*wA Hazard Evaluation(complete S-,H,, -A,8,C,F,H,I,J and Iq. ❑ Submit an IRA Status Report(complete Sections A.9,C,E,H,I,J and Iq. ❑ Submit a Request to Terrrdn"an Active Remedial System and/or Terminate a Continuing Response Acion(s)Taken to Address an khardrwd Hazard(complete Sections A,9,C,D,E,H,I,J and Iq. ❑ Submit an IRA Completion Statement(complete Sections A.B.C,D,E,G.H,I,J and 19. You must attach all supporting documentation required for each use of torn indicated,including copies of any Legal Notices and Notices to Public Officials required by 310 CMR 40.1400. C. RELEASE OR THREAT OF RELEASE CONDITIONS THAT WARRANT IRA: identity Media and Receptors Affected: (check d that apply) ❑ Air J] Grom1wrater ❑ Surface Water ❑ Sediments ❑ Sao ❑ Welland ❑ Storm Drain ❑ Paved Surface ❑ Private Well ❑ Public water Supply ❑ Zone 2 ❑ R in",nc P. ❑ Sethod ❑ U*rwwn ❑ Other Spekzly: Identify Conditions That Require IRA,Pursuant to 310 CMR 40.0412: (check all that apply) ❑ 2 Hsu Reporting Conditions) ❑ 72 Hour Reporting Condit on(s) ❑ SubstsnW Re Migration ® Other Conditions) Desalim. While very Ln1 i lcpl X+ thete is a potential for aro ndva _ r to migrate beneath a portinn of dot Ili it . Identify OAs and Hazardous Materials Released: (check all that apply) ❑ 011s ® Chlorinated Solvents ❑ Heavy Metals ❑ Others SPM*f.. f D. DESCRIPTION OF RESPONSE ACTIONS: (check all that apply) Assessment and/or Mordtaring Only ❑ Deployment of Absorbent or Containment Materials E ❑ Excavation of Contaminated Sorb ❑ Temporary Covers or Caps ' ❑ Re-use,Recycling or Treabnent w , ❑ Sioremedintion O On Site O Off Site Est.Vol.: cubic yards. ❑ Sod Vapor E>dractlon Describe: 0 Structure Venting System ❑ Store O On Site O Off Site Est.Vol.: cubic yards ❑ Product or NAPL Recovery ❑ Landfill Q Cover Q Disposal Est.Vol.: cubic yards ❑ Groundwater Treatment Systems ❑ Removal of Drums,Tanks or Containers ❑ Air Sparging t x Describe: ❑ Temporary Water Supplies s } SECTION D IS CONTINUED ON THE NEXT PAGE. Revised 2/24.M Supersedes Forms BWSC-005, 006, 010 in part)and 011 Page 1 of 3 P ( Do Not Alter This Form Massachusetts Department of Environmental Protection BWSC-105 Bureau of Waste Site Cleanup Release Tracking Number IMMEDIATE RESPONSE ACTION (IRA) _ P TRANSMITTAL FORM Pursuant to 310 CMR 40.0424-40.0427(Subpart D) 11904 H. LSP Opinion(continued): I am aware that significant penalties may result,including,but not limited to,possible fines and Imprisonment,If i submit Information which I know to be false, Inaccurate or materially incomplete. Check here If the Response Action(s)on which this opinion Is based,if any,are(were)subject to any order(s),permit(s)and/or approval(s)Issued by DEP or EPA. If the box Is checked,you MUST attach a statement Identifying the applicable provisions thereo ►lAA LSP Name: Micbael A. Polders LSP#: 3436 Stamp: � ,,A Telephone: (401) 421-4140 • EXI•: 3404 LAIC FAX:(optieonai) (401) 751-8613. P S rn . 3 36p Signature: Date: 20, 1998 �S1IE PROgS I. PERSON UNDERTAKING IRA: Name of Organization: ThCiIIW & Betts COrDOrati O111 Name of contact: William 0. Frigon Title: Corp. Manager, Fnvirannmi-al Street: 452 Jobn Dietsch Boulevard Health & Safety CItY/Tcwn: Attlebn_m FaIIR State: HA ZIPCode: 02763 Telephone: (508) 699-7646 Ext.: FAX(optkmai) (508) 695-7010 Check here If there has been a change In the person undertaking the IRA. J. RELATIONSHIP TO RELEASE OR THREAT OF RELEASE OF PERSON UNDERTAKING IRA: (check one) ® RP or PRP SpeW.. !J) Owner Q Operator 0 Generator O Transporter Other RP or PRP: Fiduciary,Secured Lender or Munlcipaidy wfth Exempt Status(as defined by M.G.L c.21 E,s.2) Agency or Public Utility on a Right of Way(as defined by M.G.L.c.21 E,s.5(D) Any Other Person Undertaking IRA Specify Relationship: K. CERTIFICATION OF PERSON UNDERTAKING IRA: 1, William 0. Frigcn ,attest under the pains and penalties of perjury W that 1 have personally examined and am familiar with the information contained in this submittal,including any and all documents accompanying this transmittal form,(II)that,based on my inquiry of those individuals immediately responsible for obtaining the information,the material information contained in this submittal is,to the best of my knowledge and belief,true,accurate and complete,and(III)that I am fully authorized to make this attestation on behalf of the entity legally responsible for this submittal. Ilthe person r entity on whose behalf this submittal is made am(s aware that there are significant penalties,Including,but not limited to, possible fines and k nnment, Ikfully submitting false,inaccurate,or incomplete information. By Title: Cora. Manager. F.nvir=nEmtal ( gyre) Health & Safety For Tbcms & Betts Corporation Date: March•20,- 1998 (print name of person or entity recorded in Section 1) Enter address of the person providing certification,If different from address recorded in Section I: Street: Cltyrrown: State: ZIP Code: Telephone: Ext.: FAX(optional) YOU MUST COMPLETE ALL RELEVANT SECTIONS OF THIS FORM OR DEP MAY RETURN THE DOCUMENT AS INCOMPLETE. IF YOU SUBMIT AN INCOMPLETE FORM,YOU MAY BE PENALIZED FOR MISSING A REQUIRED DEADLINE. Revised 2124/95 Supersedes Forms BWSC-005, 006, 010(in part)and 011 Page 3 of 3 Do Not Alter This Form COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTA_ L PROTECTION SOUTHEAST REGIONAL OFFICE ARGEO PAUL CELLUCCI r. `� TRUDY COXE Governor t `" r Secmmry v' �J bbb DAVID B. STRUHS Commissioner P March 26 , .1998 Mr. William Frigon RE: MASHPEE--WSC/SMP 4-11904 ' Thomas and Betts Corporation 106 Falmouth Road 452 John Dietsch Boulevard IMMEDIATE RESPONSE ACTION Post Office Box 2510 PLAN APPROVAL Attleboro Falls, Massachusetts 02763 MGL c . 21E & 310 CMR 40 . 0000 Dear Mr. Frigon: - The Department of Environmental Protection, Bureau of Waste Site Cleanup (the Department) , received and verbally approved an Immediate Response Action (IRA) Plan on March 23, 1998, for the above-referenced disposal site. The IRA Plan was submitted by GZA GeoEnvironmental,' Inc . (GZA) on behalf of Thomas and Betts Corporation (T&B) Recent information presented to .the Department indicates that fresh groundwater exists below the portion of Shoestring Bay near where the contaminated groundwater is located. This fresh groundwater may provide a pathway for the contaminated groundwater in the plume migrating from south of the Augat Facility to beneath Cotuit . As a result, an IRA Plan was discussed and proposed during meetings at the Department' s Southeast Regional Office in Lakeville on February 6, 1998 and February 27, 1998 . A written submittal was requested by the Department at the February 27, 1998 meeting. The IRA Plan proposes the sampling of 20 residential wells in Cotuit . The potential exists for these wells to be impacted with contaminated groundwater from the Site if it passes beneath Shoestring Bay. Sample locations are based on identified groundwater flow paths and topographic features in Cotuit . Sampling is contingent upon homeowners' availability and approval . Each homeowner will be provided a copy of the Certificate of Analysis and a letter providing .a description of the laboratory' s analysis of the sample collected from their well . As stated in the Thomas and Betts Corporation letter to individual homeowners, dated March 20 , 1998, if data suggests any need. for concern or followup, the homeowner will be -immediately contacted. A final report will be provided to the DEP, local officials and homeowners on or before April 10, 1998 . r 20 Riverside Drive 0 Lakeville, Massachusetts 02347 0 FAX(508) 947-6557 • Telephone (508) 946-2700 -2- In addition, Thomas and Betts has proposed to conduct additional tasks to better delineate the discharge location of site-related volatile organic compounds as part of the work conducted to support the review of the Class C (temporary) Response Action Outcome. The Department hereby approves the IRA.plan .with the following conditions/modifications : 1 . A detailed plan for any proposed additional studies to better delineate the discharge location of site-related volatile organic compounds must be submitted to the Department within 30 days of the final report due date (April 10, 1998) If you have any questions, please contact Mark Wood at the letterhead address or at (508) 946-2874 . All future communications regarding this site must reference the site number: 4-11904 . Sinc ely, erard M.R. Martin, Chief Site Management & Permits Section M/MW/cb CERTIFIED MAIL NO. Z 333 584 123 RETURN RECEIPT REQUESTED CC : Barnstable Board of Health Post Office Box 534 Hyannis, MA 02601 ATTN: Thomas A. McKean, Chairman Barnstable Board of Selectmen .367 Main Street Barnstable, MA 02601 ATTN: William Rutherford, Chairman t Mashpee Board of Health 16 Great Neck Road North Mashpee, MA 02649 ATTN: Mr. Elias McQuaid, Chairperson Mashpee Board of Selectmen Post Office Box 1108 16 Great Neck Road Mashpee, MA 02649 ATTN: Ms . Judith Mills, Chairperson -3- cc : Mashpee Water District 108 Cape Drive Mashpee, MA 02649-3077 ATTN: Mr. Dave Rich GZA GeoEnvironmental, Inc. 140 Broadway Providence, RI 02903 ATTN: Mr. Michael Powers John C. and Ramuta H. Bacon 750 Santuit Road Cotuit, MA 02635 John T. and Gladys E. McCubbin 206 Thornton Court Palm Beach Garden, FL 33418 . John Sedlack, Tr. 243 Westbourne Street La Jolla, CA 92037 ; Enid B . Zimbler Post Office Box 2007 ' Cotuit, MA 02635 Robert E. and Regina G. Flynn 30 Lincoln Road Wellesley, MA 02181 . Beth F. McParland 220 Boylston Street, #9018 Boston, MA 02116 Kathleen C. France 20 Bogart Court Princeton, NJ 08540 Gregg and Roberta M. Ribatt 84 Eldredge Street Newton, MA 02158 Margaret H. Lloyd �. 524 E. 72nd Street, Apt . 28B New York, NY 10021 David G. Mugar 222 Berkley Street Boston, MA 02116 -4- cc : Benjamin H. Heckscher, Trs . Maurice Heckscher, II, Trs . John H. Heckscher, Trs . 5 Guernsey Road Swarthmore, PA 19081 Richard A. Kraus and Patricia G. Fiero 12 Clamshell Cove Road Cotuit, MA 02635 Carl and Bettina S. Sonderegger 605 Popponesset Road Cotuit, MA 02635 Town of Barnstable ` Conservation Commission Town Offices 367 Main Street Hyannis, MA' 02601 ATTN: Rob Gatewood Paul A. and Maureen K.' Tempesta Post Office Box 452 Cotuit, MA. 02635 Amnon and Prudence Rosenthal 2105 Devonshire Road Ann Arbor, MI 48104 Wingate and Janet W. Lloyd 4500 Cathedral Avenue, NW Washington, DC 20016 Jennifer J. Lempke and Robert C. Livingston Post Office Box 424 Cotuit, MA 02635 E.T. and R.A. Martin et . al . , Trs . 2750 Gulf Shore Boulevard, N. , Ste . 602 Naples, FL 33940 Frances M. Tallman 262 Clamshell Cove Road Cotuit, MA 02635 Cotuit-Santuit Civic Association Post Office Box 121 Cotuit, MA 02635 ATTN: Richard G. Barry, President SCC Coalition c/o Mr. Christopher Tufts 76 Sampson' s Mill Road Mashpee, MA 02649 ,r j i -5- cc : Mashpee Environmental Coalition Post Office Box 274 Mashpee, MA 02649 ATTN: Mr. Charles Costello, Mashpee Public Library Post Office Box 657 Mashpee, MA 02649 ATTN: Augat Information Repository DEP-SERO-Operations ATTN: Kevin Kiernan, Assistant Regional Counsel DEP-SERO ATTN: Liz Kouloheras, Chief, Cape Cod Watershed DEP-SERO-Data Entry F %. I Ii � t COTUIT WELL SAMPLING AREA 9� � 9 1 L � � deegA d .99� in wur Former ADgat Plant D \ _' Ol ,. �°SIgNg�atl Rp tL ERRY RIDGE ;� l M4 y z vrieteor� ` •O �' �Ioweu 47 . gj/_ �rN Cove � ' V7B _ tLom,^,' `�.��, •,� d y I Q�<�� ��lN � ,1r�.�''y>{T�� � Y u•y.� °X tl "0.p W \__ •--.�.. �`f y�y,m� T YW y ` �.�1�< t r.,.Taq„ trl'•COVE -, /�'�� $t— '; ,. t O' °.• L SPOF�R_n. 6C�i Mara t J ; — Area of Contamiaated Caou°dwater o ct o f k r Seta r Tree Comer lw SNS WFE_ LewtrPa�d \� 7 re ,e 1� v Ws i r S y=,,... O�. uX ojv9 nh''7 doR? E �t : s�d�oof' `art?tYx. Y 3 . 91aP3/J•Id1DR t n„ti 0 O \ ��k,3_++r'kZ7Ir.X'��q 1" 7 Ze ECRE9 � \ _ .Fs�Oq�� :, CHECH \ �F , �•�,�'y q Rcstdential Well T ted for Sampling by T&B(typ•) 1 iRa\ S5� RY71iE�RQ ryt*xyt � ' 1Fa700RD\ \' tpO op $q o� xEE Cotwt fddttda * fS lalenA =Ctc AMOS LAISUGAR PI �,j_.. , -- pN f , / Sartosons Island ° (� Northeast Boundary of Voluntary Testing Program ° �oNo6-' 4 A' a utyr Y, Mar.' 2 t 'c1r „� »i sx•vr n - �Cyt''\a c US` r1T �... 8i •t �OSE�' t ' !�`•S,a`y Y�. 'RDA PD�4cL aco � :' a 't ` 5 U s�9�Jr. ,,Y •,*. as Y''f�?,�' Y /(` 4rt�'.� �oeker Neck r �-�-wow• z'34! +i, G4EATP scR°�r u�i l a; ashpeeNeck I 1 F' 11 z ! 5 �-K�tt •• z ,�� r '� I PtJrslulok+rt Rrrd(y roxdrP ` � t r H r �� •°�1'zN� J U ,t epkAY 8 d Point1. `i ` r ' M °Goaeebetry ' p ,� PUMrHORN �= _. 3.x t1T'aM 1.' a3 a 'r i•zJ.y 4� \ Ci ✓ Xu -din POtIIY -Y Ic r J". 'O �`t 1J .his t£'Its-'s",}Y Ir 5<h a't'�4if �fh• e�a��'c3'`t. N. // �. j' :i➢s FG1140 a _ PopparoIt9oy 7, -�,.-J SYtsu I ? �.�a,cx �. .,� x,.�.,-.c; ��,a�."L rlr r S. / 0 '`OdF• y�aR18151510nd $ ., ,}� 1`'4'.l A 1 •fJ l't`vFT� � 'Prr I _._ Q9 O ! r Jj 1 ✓ ,tL r ni.V fr' t'I 'ks• v .s '�•\ �St 1 1 ..yc�.0. Z-1 ,r'{ ;3 yL F MnsCovel yTV , -� Thatdl�8telldt Pi aty, p� epoppouesBet�trdSenCtneaty 7 r y r r ♦ t J `' h1a SrZ ah r r l t. t y WATEitWAY .� i0\ 's ayr it �,Yd}9tY�Str � � 1?bSJ� xr s,`r }r�,yl rJ'"�rtttr I.Ft �i� Pee / 41Co�\ U� �,s, `t Yi s. ^f t r l 1- �r 1 i r�,.,t'�^fit t Y�:n 'ar t �•sry 3 y'•`i iraz c C ��f"'?��a'�'>tn��! � ®1996 DeLormc Sheet Atlas USA 3 a '� j Bill Frigon (508)699-9946 Manager,Corporate Fax:(508)643-3761 _. Environmental Health&Safety bilifrigon/chq/augat®augat Thomas&Betts Corporation 8155 TO Boulevard Memphis,TN 38125 (901)252-5000 www.TNB.com Thomas- efts 4 t Wm. M. Warwick&Assoc. PROFESSIONAL LAND SURVEYORS 213 OLD MAIN RD.-BOX 801 NORTH FALMOUTH, MASSACHUSETTS 02556 (617)563-2638 May 26, 1988 Barnstable Board of Health Town Hall Barnstable, MA 02630 To Whom It May Concern, The septic system at lot 3 Pinquickset Cove Rd. , Cotuit, has been inspected by this. office and was .found to be installed in accordance to our plans, dated 11/13/87. Sincerely, Bruce B. Held, .S. _BBH/pvl cc: Bruce Fulton s01�q TOWN OF BARNSTABLE LOCATION LD� /NG�yrGI�S� SEWAGE # 012r- VILLAGE �o7w�% ASSESSOR'S MAP 6z LOT U q77-IG/s INSTALLER'S NAME & PHONE NO.-I,-,evRy L d►15uT Zrie- SEPTIC TANK CAPACITY ;26U!> GA L LEACHING FACILITYAtype) 6- r1Uw ptFiSo1ZS (size) 3(3• NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER Glaf-t- BUILDER OR OWNE N DATE PERMIT ISSUED: DATE ..COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No L �14; � G` Q ✓ � V k5' 5TCo 1/E A�oq P 6� a 9O Co7uiT , o �. C9 c, s 65 7 THE COMMONWEALTH OF MASSACHUSETTS Fzic BOARD OF HEALTH 7—ek,9/7..................OF..._......... .................................... Appliration for Dispooul Works Tonstrudion Famit Application is hereby made for a Permit to Construct (v'�or Repair an Individual Sewage Disposal System at: ............. e.w................. /.............................................. Location 2,.�,d ss or Lot No. e*�S4.-I.Vjg:'-.,�f ,.=4 ............ .. .................................... ................................................................................................ 0 r Address .................................................................................................. Installer Address U Type of Building Size Lot....- 9-C........gqfeet Dwelling—No. of Bedrooms.........S.............................Expansion Attic Garbage Grinder Pk Other—Type of Building ............................ No. of persons............................ Showers Cafeteria Otherfixtures ...................................................................................................................................................... Design Flow......................5.;P...............gallons per person per day. Total daily flow.............._._. ..._.........gallons. 9 Septic Tank—Liquid capacity.4.-.0_4....O..gallons Length...../2 Width.. .'-A-`. Diameter................ Depth.............. Disposal Trench—No........Z......... Width......2.4........ Total Length.....JU......... Total leaching area---- ------sq. ft. Seepage Pit No--------------------- Diameter............__...._. Depth below inlet..............._._.. Total leaching area.....*............sq. ft. Z Other Distribution box Dosing tank ( ) 0-4 A- Percolation Test Results Performed by... ... .................................... Date........1lA3ve.7........... Test Pit No. .......minutes per inch Depth of Test Pit------Ae......... Depth to ground water....... f N Test Pit No. 2................minutes per inch Depth of Test Pit......./ ....... Depth to ground water.......14............ P4 ..................................I......................................................................................................................... 0 Description of Soil.................................. ...... ........................................................................... �4 0 .............2=./A ............................................................. ------*------------ -------------------------- .... ........................................................................................................................................................................................................ U Nature of Repairs or Alterations—Answer when applicable-------------------------_---................................................................ ....................................................................................................................................................................................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TL I TL 12 5 of the State Sanitary Code—The un I igned further agrees not to place the system in operation until a Certificate of Compliance has beeC)�ied by ! I th. 4.. ...... ......�f�............ ........................ ...... Signed. ............. ....... -- ----------- I Date Application Approved By.......... ......... Date Application Disapproved for the following reasons:................................................................................................................ ......................................................................................................................................................................................................... Date Permit No...... ----------------------- Issued................................... Date Fss....7.. .-- THE COMMONWEALTH OF MASSACHUSETTS 7_1 BOARD OF HEALTH Appliration for Disposal Works Tonstrnriiun Errant Application is hereby made for a Permit to Construct (1/1 or Repair ( ) an Individual Sewage Disposal System at: /--Locatio/n- ddress --•-.---- •--- -•-••---•----•••.-----or•Lot No. /✓f�G./f.�:...1.. I...0 2..................................... ........... ........................................ Ogner --------------------------------Address a ........................4 .^......... ---------------------------------- Installer Address UType of Building Size Lot....-�-_zq4L----------Sf}-feet Dwelling—No. of Bedrooms.........'..............................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Q, Other fixtures ------------------•-----•-•-•----------.---• WDesign Flow...................... ...............gallons per person per day. Total daily flow..................56_0..............gallons. WSeptic Tank—Liquid*capacity�000-gallons Length....)z....... Width..__G.-_.. Diameter................ Depth............. x Disposal Trench—No. .................. Width..... ......... Total Length.....3 ........... Total leaching area..`l.;.......sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box (w") Dosing tank ( ) Percolation Test Results Performed by._-/��`z-r ..�:. .................................................... Date.......-7 ._......__. a Test Pit No. ........minutes per inch Depth of Test Pit------�a......... Depth to ground water.......!°............ 44 Test Pit No. 2................minutes per inch Depth of Test Pit......./-:?_......... Depth to ground water......L4_:_-----_____ 9 ••-••--------•--••......-•_.•... ................ ----_.. ......_ .......................................................................... O Description of Soil " _Z.......%:.pn. �� - .................................................................. _---•- W -•---••---------------------•--••--------••-•-•---•-•----•----------------------•-••-----••-----•----•------•-----------•-------•-•-•••--••-•--•-----------------•-----•---•--......•----------•--•----- U Nature of Repairs or Alterations—Answer when applicable............................................................................................... •-------------------••------•--•----------------------••---•---•--••--•-----------------•-•--•--.......----...---------------------------------•----.....----------.._..--•••-----•-•-••-•------••••-•-- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code— The un,dersigned further agrees not to place the system in operation until a Certificate of Compliance has beefl:Nsued by th bo�$'i of lth. f f r ! P� Signed..,,. % . °_..._ > ---------•--• --••-•••--••-------•---------- ----•:--• ••- Date Application Approved By......... ._ �. �,,,,_..—__ .........�.��......._... Date Application Disapproved for the following reasons:----•----------•----------------------------•--------.......................................................... ••.........•--------------••--------•--------•----•--•-•••-•••------------•--------••••••-•••---------••.--••-•--.._..........._.....-•••---•---•--•--•-------•--••..._..--•----•-------••--••.......--- Date Permit No....... - ...7...S..� ---- -----•------------------ Issued........................................................ Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH r .`:a•L.:........-OF.......... : ,.g Q�,.l? °. ..................................... Trrdifiratr of TOMpliana THIS IS TO CERTIFY, That the Individual Sewage Disposal System.constructed ('_+ or Repaired ( ) byL.:............:.Fe- ;�- ,... Installer at......... �J......=J....... ' ......... �- � ............. has been installed in accordance with the provisions of TITLE of The State Sanitary Code as described in the application for Disposal Works Construction Permit No....e.;.....Z5_?........... dated.-.............................................. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE........................•---•---....---...................---•--•--•-•-•--•-•-_. Inspector.................................................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .................O F............ ............................... r FEE.... :........::: Disposal orksr, Tonstrn#uan rrmi# Permission is hereby granted .- L.r be__..........•••••---------•---.......•-••-•--•-•-••---•-•-.........--•••-.....---•------•.--_.. to Construct (y) or Repair ( ) an Individual Sewage Disposal System atNo........ -�..T.._. -.... ;�t .� :� ------ ........... ' ------•-•-•---•--•-•-------------------•----.----- Street as shown on the application for Disposal Works Construction Permit No_S);';�)'__Z2"7__ Dated...... 1..-_ ._?. r ----- ...... 1 —----------- --------------------------- II�� — Board of Health DATE............................. --------------------....../ -. .......................... I FORM 1255 HOBBS & WARREN. INC., PUBLISHERS fill |! EZE ENVIROTECH LABORATORIES . . \ \ . ° 449 Rte.\3® Sandwich,ma053 (6178*66 CLIENT Bruce Fulton LOCATION: P n mHr»-,et Coe CiI ADDRESS: Box 69 k \ M&shpee,N4 02649 g COLLECTED BY: . S. Solo SAMPLE DATE: 10 14187 TIME: 10!a0 AM q DATE RECEIVED: � SAMPLE ID: Fm- 212 F a © . . . § E. » JOB % New Well WELL DEPTH: ]] F. ' . k . . . . k • . . - G L RESUTS OFANALYgy . « E . B . \\� Parameter . Units Recommended limit Result . � . F . . R . . ' \ o br b de a/10 m - . . (mF Method) . O O . ® PH . pH units 6.0-*5 5.34 . � . \" Conductance . umh s cm 500 I07 . \ ; Sodium mg 2.0 14.0 q /L . \ K . . � . . N&keN mg L ; 10.0 <.05 7 ! . . K Ho mg L . &a .21 9 Nppn2 mgL ¥ RO & Hardness mg/L as CaCO 500 . 3 . _% Sulfate « mgL 20 B E . . Potassium mg/L 20.0 F « F. . Alkalinity . \ \ mgL . 200 k F Chloride , mg/L 250 . q � / . . 4 k . . . . . COMMENT . § . . YES N O WATER G SUITABLE FOR DRINKING PURPOSE FOR PARAMETERS TESTED q K . IL - � m DATE . =j Department of Environment31-m-a g<ement/Division of Water Resources - WATER WELL COMPLETION REPORT �s WELL LOCATION / Address L„T / /hI Id LA 1r K S C'T C o y C ( i City/Town C0f u i T t Mlt /S G.S.Quadrangle Map Grid Location Owner e/uc. l Address A4a•/,d4a' G 9 O /tj&5 6o-*C HGc O DG V 9 i WELL USE CONSOLIDATED WELL Domestic[' Public ❑ Industrial ❑ Type of Water-bearing Rock Other Water-bearing Zones Method Drilled 6(A(o 1) From To 2) From To Date Drilled. 16 h`/ A 7 31 From Tc 4) From To CASING Depth to Bedrock Length_Diameter ly Type .40c UNCONSOLIDATED WELL STATIC WATER LEVEL Water-bearing Materials Feet below land surface /S Sand: fine❑ medium Q coarse Date measured A /v Gravel: fine medium coarse GRAVEL PACK WELL Screen:f �_ g Ito T Slot# S length y from Yes ❑ No ❑ Split Screen (or 2nd screen) WATER QUALITY TESTS MADE Slot# length from to OChemical ❑ Biological [jj Depth To Bedrock PUMP TEST Drawdown feet after pumping daysO hours at' /S GPM. How measured Recovery feet after hours. LOG of FORMATIONS COMMENTS: (On well or water) Materials From To 0 .5'4 .1 /.T l°. DRILLER y Firm OQ.SC.eA esj,.> �� o c, ri s- ;3' Address F•0-e r,X 5 k O \ City ^44 OD YS Registration No. 05-;o7 Operator's Signature Please print firmly BOARD OF HEALTH COPY 25M•10•95-802101 1T• Sti,t,E �t•.3 �,�, ?PLAN VIEW FLOW CHAMBER 3 � f F y..• �� "FLOWDIFFUSOR; `AMERAT/ON CHAMSER"OR EQUAL NOT TO SCALE fill BREAKOUT FOR ADDITIONAL I A LEl 1-I —� , FLOW IF REOU/RED � 41,0„ INSPECTION COVER DETAIL ' _ a�FA NOTE- I. 5000 PSI CONC ® 28 DAYS 2. DESIGN LOADING 600 PSF AASHO H-20 i REINF. RIB — B — %4" SLOTS®24"% 3. WEIGHT 2400 LBS. " .SECTION AA SECTION BB ,.-6AL V. L IFTING HOOKS MA E KEY O FEMAL E KEY MALE FEIVALLr ® I� �t1 ®-6 CONNECTION ® ® KNOCKOUT FOR TRENCH ' CONNECTION KNOCKOUT FOR BED INSTALLATION 3 � INSTALLATION EARTH BACKFILL-2 -%"TO WASHED PEASTONE FREE 4 OF IRONS, FINES AND_...•... •. i I " 4"CLEAR T. DUST IN PLACE, Cl _2 C] /L I FL OWL INC O p 41"TO /%?"WA SHED CRUSHED'.'.. L g l2" /2=I T STONE FREE OF IRONS, 5/2 4' 4'0" I 4 ' I ! FINES AND DUST IN i, VO BE INSTALLED ON STABLE BASE I+ "h �2' '�` �I 40" PLACE, I EFFECT/VE WIDTH MIN. ^-GROUND WATER I EL..4.0 j T YPI CA L PROFI L E I8.' STO• LT, WGT, Cl MH COVER /4.s `A DWELLING •' ` I• PIPE ' 4"'BIT. FIBER PIPE FLOW L lN£ TIGHT JOINTS 114 //•50 C.I. TEE f o c� c m o 0 7.0 11. 76 STD. PRECAST" CONC. ; SEPTIC TAN STD. PRECAST CONC. FLOW CHAMBER ' TYPE OF INSTALLATION GEED 8' NO. UNITS RE0 SEPTIC TANK TO BE INSTALLED ON SOIL AND PERC. DATA ON LEVEL, STABLE BASE y� � 4 - TEST PIT NO. 1 /�6 TEST PIT NO. 2 PERC. RATE ': « MIN, / IN. Ott Ott _ TEST BY : - �r�� - rr WITNESSED "BY : TEST- PIT OR. EL. 14.0 _ DATE; . 9 23167 �=[. — ��� �2 EL. 2•a /Z c. 2.o DESIGN DA TA GENERA L NO TES ' BEDROOMS S NO HEAVY EQUIPMENT TO RUN OVER SYSTEM. 41 DISPOSAL- Y-2 SEPTIC TANK AND FLOW CHAMBERS TO BE STANDARD PRECAST EST. TOTAL DAILY EFFL. 55'0 GPD. REINFORCED CONCRETE UNITS. ' SEPTIC TANK zaoo GAL. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE r` TO REVISED TITLE' 5 OF THE STATE ENVIRONMENTAL CODE SIDEWALL 'A.REAGAL./SR.FT. MINIMUM REQUIREM-ENTS' FOR THE SUBSURFACE DISPOSAL OF BOTTOM AREA i•a GAL./SQ.FT. • SANITARY SEWAGE. EFFECTIVE ON JULY I 1977. LEACHING. REQUIRED�SQ.FT• ANY CHANGES TO THIS PLAN MUST BE APPROVED. BY THE BOARD r ACTUAL LEACHING AREA OF HEALTH. , r 52 8 -SQ.FT. AT COMPLETION OF CONSTRUCTION , PRIOR TO BACKFILLING, THE Y BOARD OF HEALTH SHALL BE NOTIFIED FOR INSPECTION. ' PITCH ALL SEWER LINES I/ate / FT, UNLESS INDICATED OTHERWISE. SEWAGE DISPOSAL.SPOSA L SYSTEM E. } 3; o`er MARTIN '';'•► FOR: ,�IfL/CE /cvLT©AJ f PA�RAf�I r>n a ' F * <• F23417 In La 7- 3 Piticau/ck�ET Cc��E ,�c�9/2 t Sc r E. 1rw' r` SCALE AS lND/GATED DATE ��/� �7 a ASSOC. , INC. .. . {IJf 1 `4'Tq y ` Qox dog - 'NORrH FALUOUrH OV �Et7�1j/IA.Qi� _ CB EL. /7.54 _ y DOGE `_..X/bt \ Z OT__Z Ira W.E I-1: ,ti I t .3. 0_WC. 17 J�- IL vJ. ^, r A . _G -- / O P3T • � � fL./4,o �- •Y=-2O P,e��srcavc, i�/�J��p I\ . 76 #/ .c,L DYV CNAA�f3,ER� �G _ .- 51/ _ 2 ctvrT _KL JDDXP. 4 N — .- o. X�sT- 40_-T 0- 10_7//t./ Q[1 T- CO tiE .eo,4,D WELL Co rU1T _ O e7RA,/5 ra,O L =-, M.qs:5 .5747,E 9e7 ' p_..L.AiV.R,EF 1►�l�F� 3 __Pc� 73 - _ r �� 1�J2; 11L7AT11�tJ _ - - - I?c?1 /2 _JL- 7701,1 /_.9, iz