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HomeMy WebLinkAbout0042 BAILEY ROAD - Health J 4=2 BAILEY ROAD, COMI7 � A= 0 0 3-0 0 4 --- -- - -_ - - - -- - - - - - i CERTIFICATE OF ANALYSIS Page: 1 of 1 Barnstable-County Health Laboratory (M-MA009) is,��tRc; Report Prepared For: Report Dated: 8/13/2015 Wingate Lloyd ��° Wingate Lloyd Order No.: G1589342 Box 1651 , I Cotuit, MA 02635 41 Laboratory ID#: 1589342-01 Description: Water-Drinking Water Y Sample#: Sample Location: 42 Bailey.Road, Cotuit Collected: 08%06/2015 Collected by: customer Received: 08/06/2015 Routine ITEM RESULT UNITS RL MCL METHOD# ANALYST TESTED NOTE Nitrate as Nitrogen 0.43 mg/L 0.10 10 EPA 300.0 LAP 8/6/2015 Copper 0.050 mg/L 0.0030 1.3 ' EPA 200.8 KK 8/13/2015 Iron ND mg/L 0.10 0.3 EPA 200.8 KK 8/13/2015 pH 5.3 PH AT 25C NA 6.5-8.5 SM 4500-H-B DCB 8/6/2015 Sodium 13 mg/L 0.10 20 EPA 200.8 KK 8/13/2015 Total Coliform Absent P/A 0 0� SM 9223 RG 8/6/2015 Conductance 100 umohs/cm 2.0 EPA 120.1 DCB 8/6/2015 Water sample meets the recommended limits for drinking water of all the above tested parameters. Attached please find the laboratory certified parameter list. Approved By: (Lab Director) A?­ ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 CERTIFICATE OF ANALYSIS page. 1 Barnstable County Health Laboratory RECEIVE® Report Dated: 6/15/2004 JUN 2 1 200A Report Prepared For: '+ Chris Holcomb Order No.: G04 5447 TOWN OF BARNSTABLE David G.Holcomb Plumbing&Heating HEALTH DEPT. P O Box 170 Osterville, MA 02655 Laboratory ID#. 0425447-01 Description: Water-Drinldng Water Sample#: 25447 Sampling Location 42 Bailey Road Cotuit MA Collected: 6/7/2004 Collected by: C Holcomb Received: 6/7/2004 I j Routine ITEM RESULT UNITS RL MCL Method# Tested LAB: IC Lab Nitrates 0.3 mg/L 0.1 10 EPA 300.0 6/7/2004 LAB: Metals Copper BRL mg/L . 0.1 1.3 SM 3111B 6/14/2004 Iron BRL mg/L 0.1 0.3 SM 3111B 6/14/2004 i Sodium 13 mg/L 1.0 20 SM 3111B 6/14/2004 LAB: Microbiology Total Coliform Absent P/A 0 Absent 307 6/7/2004 LAB: Physical Chemistry Conductance 110 umohs/cm I EPA 120.1 6/7/2004 pH 5.8 pH-units 0 EPA 150.1 6/7/2004 Water sample meets the recommended limits for drinking water of all the above tested parameters. Approved By: Director) RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 Thomas&Betts Corporation 452 John Dietsch Blvd. P.O. Box 2510 Attleboro Falls, MA 02763 (508) 699-9800 Facsimile(508) 695-8111 10�®mas� efts April 2, 1998 Wingate & Janet W. Lloyd 4500 Cathedral Avenue,N.W. Washington, DC 2001.6 Dear Mr. and Mrs. Lloyd: Attached please find the labor ;, ngc. and analysis of your well water,' which we recently collected from your property t 42 n Cotuit, Massachusetts. The water samples were collected by GZA GeoEnvironme analyzed by the Mitkem Corporation laboratory. No Volatile Organic Compounds (VOCs) were detected in your well water. The Department of Environmental Protection has been provided a copy of these results. 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 Report cc: Town of Barnstable Board of Health Mark Wood, DEP i CORPORATION � APR 0 2 1998 _J March 31, 1998 GZA GeoEnvironmental, Inc. uuu 140 Broadway �"•"'r"�� 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. 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) 921-2883 email: mitkem@worldnet.att.net I CORPORATION Client: GZA GeoEnvironmental, Inc. Client Project: 31751.13, Cotut Well Sampling (IRA) I Lab Project: E0410 Date samples received: 3/27, 3130/98 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. c Edward A. Lawler Laboratory Operations Manager 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. 00 CORPORATION Analysis Report: Purgeable Volatile Organics Client: GZA GeoEnviron mental, Inc. Analysis Date: 3/31/98 Client ID: RW-17 Concentration in: ug/L Lab ID: E0410-04 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 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 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 1,1,2-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 01 O n Pagel of 2 E0410-04 CORPORATION Client ID: RW-17 Lab ID: E0410-04 Reporting Analyte Result Limit 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 N D 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-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 91% 1,2-Dichlorobenzene-d4 99% ND= Not Detected * Single point calibration v1t1 Page 2 of 2 E0410-04 I CORPOR 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 UO3A 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 b.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-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 ,y 1,1,1,2-Tetrachloroethane ND 0.5 Page 1 of 2 E0410-08 I MITKENI CORPORATION Client ID: TB (3/27) Lab ID: E0410-08 Reporting Analyte Result l.unit 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 N D 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-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-Dibromo7-3-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: V560330A Surrogate Recovery: Bromofluorobenzene 94% 1,2-Dichlorobenzene-d4 ND= Not Detected *Single point calibration Page 2 of 2 E0410-08 i CORPORATION 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 Liml 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-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 3 Page 1 of 2 E0410-M B I . CORPORATIONMITKENI Client ID: Lab ID: Method Blank, V5B0330A Reporting Analyte Result Limit 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-Tetrach loroethane 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-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 0.6 0.5 QC Batch: V5B0330A Surrogate Recovery: Bromofluorobenzene 93% 1,2-Dichlorobenzene-d4 99% ND= Not Detected *Single point calibration 0 Page 2 of 2 E0410-MB MITKEM CORPORATION Lab Project#: E0410 Rol Client Name: GZA GeoEnvironmental, Inc. Client Proj #: 31751.13 Logged In By: JZ* Client PO#: 3-01096 Project Name: Cotuit Well Sampling (IRA) Reviewed By: Date Due: 3/31/98 Total Price: $ - Date: �—3 I��$ Time: JO Project Mgr: PAS Salesman: PAS Del=Req'd: NA Completed?: YES Lab ID Client ID Matrix Analysis Pric Sampled Received TPA[ IR BNA Herb P - )Y_gI NISI V-GC V-MS -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 1 -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 1 -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 MOM 1 CD TPH IR BNA Herb PL )yd M11 V-GC V-MS &h N 0 0 0 0 0 0 0 0 10 0 r 13/31/98 9:52 AM Page 1 of 2 Lab Project #: E0410 MITKEM CORPORATION Lab ID Client ID Matrix Analysis Pric Sampled Received TPH IR BNA Herb PIP Wet Mgt --GC '1MS auk x *. � T S3"?`T to �& •� a ,v. # , �4 NOTES: Add Frsol3 �otSt pie Rotnt,�allbration -- i. �.1,,.YemH R1 na1 add ��M� _. .F 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' U` /31/98 9:52 AM Page 2 of 2 Lab Project #: E0410 G WHITE COPY-Original YELLOW COPY-Lab Files PINK COPY-Project Manager W.O. # ti. CHAIN-OF-CUSTODY RECORD (for lab use only) ANALYSES RE UIRED Sample Date/rime Matrix N m i _ II I.D. i a m $ 73 a= '7 N w m 8 s=sou F s g g 8 0 _ Total (Very Important) Gw=G,.und W. m $ o a ? u - i Of Note sW=s.'(.o.W. o ' N c�� LL N Cont. Y ww=w..i.W. N , m U n e DW=Dis 2 0 7 1nking W. n U a = U Dln.,lP.cey Yl l 7 .'] :l -1 in a H a r iZ 3.1�-98/13'.35 -DV,/ 24 t, 16 .00 C'W W— 1-4- f( : 30 Did f Vvi g / i o:-t iS DVV TB V1J PRESERVATIVE (CI-HCI,N-HNO3,S-H2SO4,Na-NaOH,O-Other)' CONTAINER TYPE (P-Plastic,G-Glass,V-Vial,T-Teflon,O-Other)' -iELINQUISHED BY:(Affiliation) DATE/TIME RECEIVED BY: (Affiliation) NOTES:Preservatives,special reporting limits,known contamination,etc.: d.-- ,c1 (Unless otherwise noted,all VOA vials have been preserved DDw��/,,1:1 HCL.) RELINQUISHED BY: (Affiliation) DATE/TIME MEI ��BY: Affiliation) �Ac� e(iJ bn �l j /1� '�O �iy �lLr / Tt,�e 'D�i ; -L R Sr AA, l I l ` ' ` U't e Saf-"�y r RELINQUISHED BY:(Affiliation) DAT /TIME RECEIV D BY: (Affiliation) / PROJECT MANAGER: `q EXT: 312-G TURNAROUND TIME:❑Standard Rush Days,Approved by: 7) Sen eC�Q GZA FILE NO. 3 1 It51•l 3 P.O. N.O. GZA GEOENVIRONMENTAL, INC. ENGINEERS AND SCIENTISTS PROJECT COTUIT tn1C?L.L- ShMPLIKI 140 Broadway PROVIDENCE,RI 02903 LOCATION COTU I Tin A (401)421-4140 _ FAX(401)751-8613 COLLECTOR(S) �5� �/�>J 1 1- SHEET 1 OF�_ WHITE COPY-Original YELLOW COPY-Lab Files PINK COPY-Project Manager W.O. # CHAIN-OF-CUSTODY RECORD (for lab use only) ANALYSES REQUIRED Sample Date/Time Matrix o o m I.D. a $ ' s =S0 g m g Total S= od � m (Very Important) GW=G,ound W. S g m o d '- a #of Note Sw=SwaC6 W. D ww=waste W. = m $ m i m Cont. B DW=Daking W. CO.,(Pecdy) _7 S `{vJ-I S 3 i�9f3 Ito;zo GVJ 3 VJ PRESERVATIVE (CI-HCI,N-HNO3.S-H2SO4,Na-NaOH,O-Other)' CONTAINER TYPE (P-Plastic,G-Glass,V-Vial,T-Teflon,O-Other)' 4441 1 L R I UISHED BY:(Affiliation) DATE/TIME RECEIVED BY: (Affiliation) NOTES: Preservatives,special reporting limits,known contamination,etc.: r� 3 U�/ (Unless otherwise noted,all VOA vials have been preserved w/rr1:1 fHCiL.) RE IN i HED BY: (Affiliation DATE/TIME , RECEIV D BY:(Affiliation) C) � w'+& 5�le.S G141"t -j CAD G1e rr�� I� Ili RELINQUISHED BY: (Affiliation) DATE/TIME pXtIfIVED BY:(Affiliation) PROJECT MANAGER: IA II--44-7 J�D- IZ-TooL EXT: 3 l Zb TURNAROUND TIME:❑Standard ❑ Rush =Days,Approved by: GZA FILE NO. �5 1-4S( 13 P.O, N.O. 3 - 01 aq �o GZA GEOENVIRONMENTAL, INC. / PROJECT CoTU IT ENGINEERS AND SCIENTISTS 140 Broadway PROVIDENCE,RI 02903 LOCATION TuIY, AAA. (401)421-4140 J 44 CC FAX(401)751-8613 COLLECTOR(S) w (: U)M0�/ FO(Z-70Qr__ SHEET_ OF�_ i MITKEM CORPORATION Sample Condition Form Page ( q Received By: Reviewed By: Date: -3 J c� IMITKEM Project: E'0 4{( a Client Project: w tct {,j Client: (per Sample ID Preservation (pH) Comments/Remarks/ Condition: Lab Client HNO3 H2SO4 HCI NaOH Corrective Action" 1) Custody Seal(s) Presen Absent Cooler /Bottles Z3 Intact/Broken c3/ 2) Custody Seal Number(s) �O 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 Farm yes no U i MITKEM CORPORATION Sample Condition Form Page�2bf-2 Received By: Reviewed By: Date: 3 3 a C IMITKEM.Project: b Client Project: Client: Sample ID Preservation (pH) Comments/Remarks/ Condition: Lab Client HNO3 H2SO4 HC1 NaOH Corrective Action' w 1) Custody Seal(s) Presen Absent "ID ooler/Bottles c Broken 2) Custody Seal Number(s) (J 3) Chain-of-Custody Prese Absent 4) Cooler Temperature Coolant Condition 5)Airbill(s) Prese Absent Airbill Number(s) 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 VJU i Last Page of Data Report � 3 � i MAILING LIST FOR 106 FALMOUTH ROAD SITE-MASHPEE,MASSACHUSETTS DATE: � FILE NO. 75 DOCUMENT• ADDRESSEE "reg.cc:" "blind cc:" VIA SENT Massachusetts Dept.of Environmental Protection Southeast Regional Office 20 Riverside Drive Lakeville assachusetts 02347 Mr.Gerard Martin,Acting Chief Attn: Mr.Mark Wood,Project Manager Massachusetts Department of Public Health Environmental Health Assessment 250 Washington Street,7°i 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 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. A , Attleboro Falls,Massachusetts 02763 Attn:Mr.William Frigon Thomas&Betts Corporation / 1555 L}}`�nnfield Road ✓� �i(� Mer i,s,Tennessee 38119 VV Attn:Mr.Om Chopra Ll�iyf?, ez m Hale&Dorr 1455 Pennsylvania Avenue / Washington,DC 20004 V/ 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. 11 File Copy T� c " / j:jobslenvl31751-I.mapladres-3.doc . a ' 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 CIZX (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 i 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 geohydrologica. 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 GZX 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 continue to be performed as part of an evaluation of the Site's Class 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 Company 2. 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 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 Pol2onessett Bay Area. Barnstable G.I.S. Unit G.M.C. 1/21/98. Page 2 of 3 i 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 an independent laboratory certified in Massachusetts using contract laboratory procedures. G� REPORTING 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\3175 l-l..map\cotuiftorkplan.doc \ Page 3 of 3 Thomas&Betts Corporation 1_-f21 `-414o 452 John P.O.Box 5ie sch Blvd. Attleboro Falls, MA 02763 ` (508) 699-9800 Facsimile(508)695-8111 7 bon asOBe ft 1� 1 '' t /�� �G�L ✓� / r March 20, 1998 MAR 23 1998 4 f' TOWN OFBAHNSTABLE , HEALTH DENT. /A - Dear(Homeowner): 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 irrunediately contact you directly. A more detailed description of the sampling program which we have outlined to the state DEP is attached. i 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, ,t William O. Frigon Manager a Corporate Environmental, Health& Safety g rP Attachments: Well Sampling Work Plan- Area Map cc: Massachusetts Department of Environmental Protection y { 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.Virgadarno,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 3 20 Riverside Drive (6tMA�j Crz% Lakeville, Massachusetts 02347 RECEI VEgRe: Immediate Response Action Work Plan 2 s 1'998 N106 Falmouth Road SiteOFBARNSTABIE Mashpee,Massachusetts (RTN 4-11904) "EAfT"oEPr.140 Broadway � Providence Dear Mr.Wood: y� 8 Rhode Island 02903 401-4214140 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. Hilary Do nes Fortune, P.G. Mi ael A. Powers,P.E.,LSP A Subsidiary of GZA Seni oject Manager Se for Principal GeoEnvironrnental 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 v/Town of Barnstable Board of Health Cotuit Water Company William Frigon,T&B J:UOBS\EN VL31751-I.MAP\COTUTTURA-LET.DOC An Equal Opportunity Employer WFN/H i 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). PURPOSE f 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 i . • 4 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. i 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-40 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. ,ag a Pu«igle a a king to.Imo.Iove 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 i � F i s 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. t , 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. g:\jobs\env\3 P51-I..map\cotuit\ira-3.doc R 0 Page 3 of 3 i L TABLE I COTUIT PROPERTIES SELECTED FOR RESIDENTIAL WELL SAMPLING IMMEDIATE RESPONSE ACTION PLAN 106 Falmouth Road Site -Mashpee, Massachusetts W ...... .:.PLAT 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 Pe ercom 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 Vineyard Road 17 3 4 42 Bailey Road 18 6 63 312 Pine Ridge Road 19 5 35 72 Cotuit Cove Road 20 5 3 1262 Clamshell Cove Road G:VOBS\ENV\31751-I.MAP\C0TU1T\Cotuit-i.x1s Page 1 of I Y20198 Bureau Of Waste Site Cleanup Release Tracking Number IMMEDIATE RESPONSE ACTION (IRA) . ' 0 TRANSMITTAL FORM Pursuant to 310 CMR 40.0424-40.0427(Subpart D) 11904 A. RELEASE OR THREAT OF RELEASE LOCATION: Release Name:(optional) Street 106 Falmouth Road Location Aid: West of Flowdoi n_Road Ctiy/rown: Haslipee ZIP Code: 02649 ❑ Check here if a Tier Classification Submittal has been provided to DEP for this Release Traddng Number. ❑ Check here if this location is Adequately Regulated,pursuant to 310 CMR 40.0110-0114. Specfy Program:❑ CERCLA ❑ HSWA Corrective Action ❑ Solid Waste Management ❑ RCRA State Progran (21 C Fad) Related Release Tracking Numbers That This IRA Addresses: I B.THIS FORM IS BEING USED TO: (check ad that ) Submit as IRA Plan(complete Sections A,S,C,D,E,H,I,J and 19. ' ❑ Check here If this IRA Plan Is an update or modification of a previously approved written IRA Plan.— Date Submitted: ❑ Submit an krndnmrt Hazard Evaluation(complete Sections A,B,C,F,H.I,J and Iq. ❑ Submit an IRA Status Report(complete Sections A,B,C,E,H,I.J and IQ. . ❑ Submit a Request to Terminate an Active Rernedial System anchor Terminate a Continuing Response Actlon(s)Taken to Address an ' lmminent Hazard(complete Sections A,B,C,D,E,H,1,J and Iq. ❑ Skrbmti an IRA Completion Statement(complete Sections A,B,C,D,E,G,H,I,J and Iq. You worst attach all supporting docunvotadon required for each use of form Indicated,including copies of any Legal Notices and Notices to Pubik Officials required by 310 CMR 40.1400. C. RELEASE OR THREAT OF RELEASE CONDITIONS THAT WARRANT IRA: Identity Media and Recxpbrs Affected: (check all that apply) ❑ Air J] Groundwater ❑ Surface Water ❑ Sediments ❑ So8 ❑ Welland ❑ Stonm Drain ❑ Pared Surface ❑ Private Well ❑ Publie Water Supply ❑ zone 2 ❑ Residence ❑ school ❑ Unknown ❑ Other Spew.. l , i Identify Conditiorrn That Require IRA,Pursuant to 310 CMR 40.0412: (check all that apply) ❑ 2 Hour Reportinng Condidon(s) ❑ 72 Hour Reporting Carxtitlon(s) ❑ Substantial Release Migration ® Other condition(s) Describe: Wi ile very unlikely, there is a potential for Qro n 1wa _ r to migratp beneath a pnrtinn of Cotn;t Identify Oils and Hazardous Materials Released: (check all that apply) ❑ 011s ® Chlorinated Solvents ❑ Heavy Metals ❑ Others Specify: 0. DESCRIPTION OF RESPONSE ACTIONS: (check all that apply) Assessment and/or Monitoring only _ ❑ Deployment of Absorbent or Containment Materials ❑ Excavation of Contaminated Sob ❑ Temporary Covers or Caps ❑ R94m,Recycling or Treatment ❑ Bf maneda ton O On Site O Off Site Est.Vol.: cubic yards ❑ Soil Vapor Extraction Describe: •_ ❑ Structure Venting System . .. ❑ Store O On Site O Off Site Est.Vol.: cubic yards ❑ Product or NAPL Recovery ❑ Landffil 0 Cover 0 Disposal Est.Vol.: cubic yards ❑ Groundwater Treatment Systems ❑ Removal of Drums,Tanks or Containers ❑ Air Sparging t Describe: ❑ Temporary Water Supplies SECTION D IS CONTINUED ON THE NEXT PAGE Revised 2124195 Supersedes Forms BWSC-005, 006, 010(in part)and 011 Page 1 of 3 Do Not Alter This Form I Massachusetts Department of Environmental Protection BWSC-105 Bureau of Waste Site Cleanup Release Tracking Number IMMEDIATE RESPONSE ACTION (IRA) _ 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,H I submit Information which 1 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),pemnit(s)and/or approvai(s)Issued by DEP or EPA. If the box is checked,you MUST attach a statement identifying the applicable provisions th "4 LSP Name: MiChael A. PabWS LSP#: 3436 Stamp: _e11 % Telephone: (401) 421-4140 Ext.: 3404 MIC FAX(optional) (401) 751-8613 P 8 y . 3 36p Signature: �O/S Date: no 20, 1998 OS1Tl PROSS� I. PERSON UNDERTAKING IRA: Name of Organization: '1hOlEaS & BettS COrDOratiOII Name of Contact William 0. Fria m Title: COrp. Manager. Envir®mmtal street: 452 Jolm Dietsch Botalevard Health & Safety Cftyfrown: Attl obnrn Fat 1 ra State: MA zip.code: 02763 Telephone: (508) 699-7646 EA.: FAX(optional) (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 Specify: CL) Owner Q Operator O Generator Q Transporter Other RP or PRP: Fiduciary,Secured Lender or Municipality with Exempt Status(as defined by M.G.L c.21 E,s.2) Agency or Public UU14 on a Right of Way(as defined by M.G.L.a 21 E,s.50 Arty Other Person Undertaking IRA Specfy Relationship: K. CERTIFICATION OF PERSON UNDERTAKING IRA: 1 William 0. Frig(O ,attest under the pains and penalties of perjury(l)that I 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. tithe person 9.r entity on whose behalf this submittal is made amris aware that there are significant penalties,Including,but not limited to, possible fine�:and nmeM,f Ilfully submitting false,inaccurate,or incomplete Information. By: Title: COLD. 1"Manager. Environmental (Sig re) health & Safety For; Tbcmas & 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: City/Town: State: ZIP Code: Telephone: EA.: 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 2/24/95 Supersedes Forms BWSC-005, 006, 010(n part)and 011 Page 3 of 3 Do Not Alter This Form COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION SOUTHEAST REGIONAL OFFIC�Ep ARGEO PAUL CELLUCCI � A TRUDY COXE Governor 1 , 1 � �� Secretary • V DAVID B. STRUHS Commissioner lit - 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. Frigonc 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 i 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 feature in Cotuit . Sampling is conting s ent 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 . 20 Riverside Drive 0 Lakeville, Massachusetts 02347 9 FAX(508) 947-6557 0 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 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 FF. i -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 �j. -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 4-500 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 . r 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 i -5 O 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 201" 9 COTUIT WELL SAMPLING AREA L ✓ F yo' o $ AM coofa-on�uA4 '• . aRosPa� t ms 1 St' rkQP 4 o y se 1 e o jr it a Ps 3 BOgJi'on8 �vt el � FomAs er Angat Plant 3 �� }" o 28 rPA ..._.T.,. .�D E'mRIDDERD ME O�RD I 0 Lowell Park `- `( F• \ _ ',lam '. '1H � . r Cove y� co W :... ( i Y W Ro ,(,4R9 Area of Contaminated Groundwater ��� J W3 /o Ka =� s 5. r)� sy P 'nt a Tree Comer { seas W{iE l a.iaPcnd p t ' .: i `' voRff•aE-, rz � `� sc� __i:`.. o_��O/_� .{ I� 9iP3.M1giDR 1 } `ram o _ O I 29_ 60e V40TE CRE3 $.•' .. ., 4! "Oqn. t.r. .4 ,r Zy�Tt`; FlD Sy xq �t rw ri` 7;y3 � Residential Wall Targeted for Sampling byv- a \ 1 y J`tl�6E�S LAND" .. . 1� I ,• s ?R_EE RO, rug yr_ `' ' liMDao RD 31 CoturlFli�htitidt FU r�c Skoas lslafid anch SUGARp Sasons Island j f(pr �` o�A Northeast Boundary of Voluntary Testing Program x i � ;.� (Q � _ �• t a C� trz ntyyt'�">k,: rs'�� �r �Clvsbr •a t r I r �ti, r�> fti. , �vvi. v aot� ,' c� i F trZ k x�:�rny,r•Y �.ki��.4Ft�l` 1}c..n.,�yvr ' r�# / ./( -••....:� 't..� � FF J{h „?h�S'� 'xY� 'Tr'v't<`� f•?'S 6. (/ }ockerNeok i o nr oRA a: ashpeeNeck t P.uiEy �aBrK�ll `y� a' ' � t f�F PF�rrfaksrl Rusf(v ACorah .0 ` I p \ �2yefield C Point}. 8 At,I"`moo ya I t4 t 7 Y£ SFr 1 T i v n5 s a e�lX y,2y�r�.c{ t f �t r t t ` . � oGODsaeberry h land R 'i 7 ' i (kr ,�r VprpaQgµp MNM RD f •-^v�f�� j t 1 f 1 �t-X �, .'� r - ,� `` c 4'' - !, 7i ilunkltom - 12y Yy / :tI14 t{Itt� ,Aanlw hlalld .� r.- �ti r "5 .c a ��`r Y3'''• y v�, �t�c. 10 f( ---- �,r r�-- �a7 ` r r eadoWP'oki�-r _Cs_IA ', 17 ¢ 1 ti,. t < I, Ockwny BQy 1 Ai ' °' ockn Aett Nec l7tatc a x > -�--'� o vPoppeerssetl3vdSanctnary y� -pElnlIrWAYERWAYjC9 / 9 , ` t _........ /o5outh Maa47pee .gym' n r�e7►iatetrtelatd z3 t5 . '� FY"'$ .„ rx r t, � 7n 4 S+ � r i rd *'d vyt � "Y l �, ry a� c4! } E�.• !a �r' ff �- i �r. � y � a of 7 w� t F}�.i ��`>• X r; �#� 3 , / � �, S rb r +F� .. �'v ®1996DeLotme Street Atlas USA - b_ c� i 21 Bill Frigon (508)699-9946 j Manager,Corporate Fax:(508)643-3761 _...1 i Environmental Health&Safety billfrigon/chq/augat@augat Thomas&Betts Corporation 8155 T&B Boulevard Memphis,TN 38125 (901)252-5000 www.TNB.com Thomas a is i i No.9s, It, I 1`M¢i mace L 4- Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS C ` 01ppYication for Migpogaf *pgtem Cow5truction Permit Application is hereby made for a Permit to Construct(✓)or Repair( )an On-site Sewage Disposal System at: Location Address or Lot No. Owner's Name,Address and Tel.No. i 4'L MA t LE"'f a-=,PrO -/v i N C—,AT1= U-c"0 , t=o' u �+ 4z. r�AtLe:-i �A a 4-'LB - 4-14 t f-G'TL,iT (mob.. , G2(o3s co"NET , AA^• , OI-e-3rj Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. (So4v) P,A�7e-P— j l..ayE, I"e—- 41�o -9t'3f 5 t - AAA 1 r-4t- os► AA^- o2foS`S Type of Building: Dwelling No.of Bedrooms 3 Garbage Grinder(i-&o) Other Type of Building t-.I^ No. of Persons i--1A Showers(++Q) Cafeteria(N�) Other Fixtures r--+o t-4 L—_ Design Flow 1 10 gallons per day. Calculated daily flow 33® gallons. Plan Date io /1-1 /'1'3 Number of sheets t Revision Date Title s. Pc.i-+ Rr 42 fAAtL-r_--r P-CPA-o + ccw7�jr, AAASS . Description of Soil (T. H . t -( 2 I'- t,5' L-QAnA ® s.edbso o t.5' - to,s' 02- ME�Aiv,-vA cCrrviT Sar� .I� i y�ou�aOwA Q a to.S� Nature of Repairs or Alterations(Answer when applicable) I-•/A Date last inspected: a-./A Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been iss d by this Board oo Healtkt. Signed G�'�l �^-� Cam- L J Date Application Approved �--- Application Disapproved for the following reasons Permit No. 9 rJ y I Date Issued � I 4 . _ �'4 `�' '�'��`��'X71�,�C�*� 3 P f��.l=L �{- _ .. Fee No. } ; _ - THE COMM,QNWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - TOWW F BARNSTABLE, MASSACHUSETTS ZIp'r catio'tt for Mi!5oo.5a1 *pftem Construction Permit Application is hereby made for a Permit to Construct( 4or Repair( )an On-site Sewage Disposal System at: Location Address or Lot No. n Owner's Name,Address and Tel.No. p# (+,L r',A 1 LE W 1"4AT%= L I- -I 0 . m r' LoTv 1 r IMA , o�.�3S 1� 42 NAit_c----I RCA D 425 - 4"�4 1 ^A Installer's Name,Address,and Tel.No: Designer's Name,Address and Tel.No. fl,Ay MIL j Ny1= , iHc. G2Co -91's1 � 51"L ✓A^1e-+ Sr2Eci- 4 osre--agI SF_ , "A. , C)-L t Type of Building: Dwelling No.of Bedrooms 3 Garbage Grinder(No) Other Type of Building ti./Es No.of Persons -1A Showers Cafeteria(No) Other Fixtures c— Design Flow t 10 gallons per day. Calculated daily flow gallons. Plan Date I c /'-1 195 Number of sheets 1 Revision Date Title SATE. PL-A,-4 A r � 41- (�iA�LE-/ (2 o A D Cow+�T� �+,{rQ r+s�r�iSL t� � M ASS . Description of Soil T. N . o'- 1.5' 1..oARn Svr>Solc. M / yL' -rvjr, Sa,-.0 hrb vQov�.it�rA1E2 C 1B.S` Nature of Re ,airs o terations(Answer when applicable) H 1A . Date last inspected: 1-./A Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate'of Compliance has been iss by this Board oLHea�j� ' Signed G- ✓ Date ' Application,Approved by Application Disapproved for the following reasons Permit No. 95 1 QJ y Date Issued THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS C.ertifirate of (Compliance THIS IS TO RTIFY,that the On-s ewage Disposal System installed( ✓Sor repaired/replaced( )on by for - -1 r N C-A Tt= L L o`Y D , e-r 'c as has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 9.5 19`/I dated J112 9S Use of this system is conditioned on compliance with the provisions set forth below: No. 9 -S � � �( Fee I OD THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS t Xigoogal *raem Con5tructi n Verrnit Permission is hereby granted to L_L- C`..�... to construct( )repair( )an On site Sewage System located at ��- rj�)A I LE-r Q-c>A-0, �a-r� r�V Aoj A and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. All construction must be completed within two years of the date below. Date: /' ✓ Approved b ;t flY TOWN OF BARNSTABLE !.oc'_T 6N �� �R 1�AY �C?t5 C� SEWAGE# 57— VL LAGE C /�3� ASSESSOR'S MAP&1,6 3 INSTALLER'S NAME&PHONE NO. _ U �� SEPTIC TANK CAPACITY � A'= LEACHING FACILITY: (type) L�.�A�hl� __- (size) NO.OF BEDROOMS 3 'p- BUILDER OR OWNER W,ivQ-A7z 1,Loyd PERMTTDATE: ae —COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by 71 CD V OtN Lo rn .` 7 LQ'CCi-T10N--*-- SEWAGE PERMIT NO. INST;A LLER'S NA E i ADDRESS e U I L D E R OR OWNER P / i DATE PER T ISSUED DATE COMPLIANCE ISSUED I r,��,� r --- -� � � '` �� -/ - �� a i �� �''� e�e��=L� � �� � � �� �� �. � a �� � �; � �. IINzi ` 1-L S E W A G E PERMIT NO. ILLAGE I N S T A LLE�R'S NAME i ADDRESS i T- e _ R OR OWNER .; DATE PERMIT ISSUED DATE COMPLIANCE ISSUED � � ,� � Ft � x wm P THE COMMONWEALTH OF MASSACHUSETTS {, BOARD OF HEALTH ...........................................O F.............................. Ap iration for Uhip astti Works Ton trnrtiun erntit Application is hereby made for a Permit to Construct (X) or Repair ( ) an Individual Sewage Disposal System at: LE �D•"OFF VI ` 2!� 4 5� Location-Address or L�o�t No. .$ .....................................a....................�.r4F/. caner ----._Address-- w ...rnL4 t JJ �- ........................•--. ....------....-------------------- 1 ......................................... Installer Address ��,¢�� d Type of Building // Size Lot.../.�r_J? ..�........ feet U Dwelling-No.No. of Bedrooms...._.__L,r._. Expansion Attic ( ) Garbage Grinder U ....................... '� Other—Type of Building No. of persons............................ Showers a YP ng ---------------------------- P ( ) — Cafeteria ( ) dOther fixtures ..-- W Design Flow..........1..t.o.._._.__...�_ .gallons per person per day. Total daily flow........: 160....................gallons. 1:4 Septic Tank—Liquid capacit . . . allons Length................ Width................ Diameter................ Depth................ Disposal Trench—No. ...........`.. Width.................... Total Length...........`........ Total leaching area..:.................sq. ft. Seepage Pit No......�.......... Diameter.... _.._.. ... Depth below inlet...'¢._-......... Total leaching area..Z G....sq. ft. I�ZTanq Z Other Distribution box (✓) Dosing tank ( ) t '-' Percolation Test Results Performed by.._.1i ?C l _.!�!. ... Date.....2....'�'..�fs4`....... Test Pit No. l.....In......minutes per inch Depth of Test Pit....f 4 ._ .. Depth to ground water...... ...�....... GL, Test Pit No. 2.....: .....minutes per inch Depth of Test Pit..... �. Depth to ground water......1•.. ....... Description of Soil........�llJ��- �.L)!'t....'S 4ri►JiO x .............. W x •--•-----------------------•------•----•------•----•---••-•-----------------•....-----••-••---•--•-----••......--------•---•. -•-- ---- .......................................................... U Nature of Repairs or Alterations—Answer when applicable.,ZXA*,..... _.......Z.w4-�_AO....................... ----------------------------------------------------------------------------------------------------•-•-.....--------------•-•--•-•------•----••----•-•--••--......•-•••-••••-••............._......---- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of iITLEL 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has beep issued by the board of health. ............................ ......... -` . . •---•- Application APPr ..... --- - •--•--... L-------- I Date Application Disapproved th lowing reasons---------------------•----------••---•-----------•-------------•------------...-•----------=---••-----....-•---- .....................................• ...... ------------.........------------•---••--•---•------••-•-----•----•--------•---------------------•--•--•-••-•-•-•-•-------------•-•----•-------•.....---- 7 f .............Date Permit No. •--------........ --. Issued_.. .. Date No......................... FEs.............................. THE COMMONWEALTH OF MASSACHUSETTS • BOARD OF HEALTH ..........................................OF.................................................................. Allp irtttion for Biiipoott1 Work.5 Tontttrurtion rrutit Application is hereby made for a Permit to Construct (X) or Repair ( ) an Individual Sewage Disposal System at: .............. ............... .° ........................................................... Location.Address or Lot No............................................... ---•--...--•----•----•---•-•--.......... o' wn?er Address a 1Ll.�G� ...[-.[4.� 1�.=.. ...................................... ..............................a......•--•-•---•--•....... Installer Address Q Type of Building Size Lot_._�_f................... q. feet V Dwelling—No. of Bedrooms........L,.�// :..............................Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Building ............................ No. of persons............................ Showers (_ ) — Cafeteria ( ) Q' Other fixtures ................................. . Q ----•-•----------------- W Design Flow..........1.(.i2................. ....gallons per person per day. Total daily flow.........61.&�-j.--.....................gallons. WSeptic Tank—Liquid"capacitflgallons Length................ Width................ Diameter................. Depth................ W Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No______ __________ Diameter... ..�. �---- Depth below inlet....4.1......... Total leaching area.IA�..�T....sq. ft. z Other Distribution box (t/) Dosing tank aPercolation Test Results Performed by.....[ ._..)af"1.L5. ................C_— Date...... ...... ...�� Test Pit No. 1-.... ......minutes per inch Depth of Test Pit____ P- !' - .. Depth to ground water------L..�...._.__. Test Pit No. 2....... ......minutes per inch Depth of Test Pit.....J.0. Depth to ground water------ ....... a ••••-•----•---------------••-•-------••••-•---•---...•-•••-••....--••••..................--••----•••......................................................... O Description of Soil ` t t>M ak. �..`?. x •••-•-••--•...--•---••.............................................. -------------------------------------•---------•---•--------------------------......---.......----------•-•---------------...--------------•-----------...............................................•- W UNature 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 TITIE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. gne 12�p . .. Application Appr ed $f ____ .:_...... } �. f / ----- --- -------Date----........ Application Disapproved th lowing reasons-.............................................................................. - --------•••-••••-••••••-•----•••-•--•• ...... . ••••••---•---•----......-••••................ Date PermitNo......................................................... Issued_....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS - BOARD OF HEALTH " t ..........................................OF..................................................................................... (Irdif irttte of Tuntplittnrr '1 IS 0 C IFY That the Individual Sewage Disposal System constructed (- r Refired ( )T G � ,� T Installer 's sdss� � f at---•••----•...........................t!..........._.r L:-:.! - ...... __.._.._..' ......... ---•-•---......��..................................^----•• --------- _.........-------- has been installed in accordance with rovisions of T F The State Sanitary�rCd as cribed in the application for Disposal Works Con uction Per No._t3 "__f._/�............... dated:_. _ .._ .._.._....._........ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTfY. _b DATE............ ��-�5............................. ..............•-----•-•---....._.._.... Inspector..... .. ............................. .._.:.. ......---..... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ...........................................O F..................................................................................... No. FEE........................ Ito oo trudion amit Permission i?-01� reby granted•-•. .. ........... Construct epai�( ) n dual e Disposal System G No..................... - ----------�...._... --•- =---. . .................•...--------------------- atStreet == -5-.............................................................. Street �� as shown on the application for Disposal orks Construction Permit :'................ Dated.......................................... ................ -•-•••--••••-•--...--•••--•._...-•••-•••-•-••••-•-•---•---•-----••--......••-- Board of Health DATE................................................................................ FORM 1255 A. M. SULKIN, INC., BOSTON No........................ Fm3.............................. THE COMMONWEALTH OF MASSACHUSETTS • BOARD OF HEALTH ............. ........................O F...........................................----------------......--•-----................. Appliration for Diopniittl Works Cfnn.iirnr#inn trnti# Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: ......--••--••-•..................................................•----•---------------.....---... ......._....._.....-•-•--•---•....._......--------••-•-----••-----............-•--................ Location-Address or Lot No. ..............................................._.. .--•...._.................•............... .............................................._---•-........_...................................._. Ownnerer Address W Installer Address d Type of Building Size Let............................Sq. feet U Dwelling—No. of Bedrooms................................ .....Expansion Attic ( ) Garbage Grinder ( ) Other(�•1 —Type of Building -----•--------••--•--------- No. of Persons............................ Showers ( ) Cafeteria ( ) A4 Other fixtures ........................................ ... W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No---------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ aTest Pit No. I................minutes per inch Depth of Test Pit.................._. Depth to ground water........................ fi Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ ----•-•---••-------------------------------------------•-------...................----...:_•--------.......................................................... 0 Description of Soil......................................................................................................................................................................... x V ----------------------•-----------------------•-------------------.................---------•-------.....------------.....-•----......---••--------•--.......------..........-••-•----•-•......--•--•--- 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 TITLZ 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed...................................................................................... ................................ Date ApplicationApproved By.................................................................................................. ........................................ Date Application Disapproved for the following reasons:-----------•----•--------------••-•--------•---•---•---------•-------------.....---------:........--.....------ ...........................•---------------------------------•--••-----•-----•----....------•-------...--•-••••--••••••-•-•--•---•••-••-•-••-•--•-••-•••••••I............................................ Date PermitNo......................................................... Issued------------------- ................................ Datee /ff 0 0 /1f1111f'�if lfiOf if•1 f,111f 090 Cf lfff0*a0*f0.00.... 0..... 11f!'11111f.1w111/1/1/1/11/1f/11111(If 00600*00 G*0 0 0 011/11111/1/f THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................OF...................................................................................... Trrtif iratr of faotnpliatta THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) bY................................................................................................................................................................... .........._-..-..-------------•-- Installer at........................................................................ -----------------------------------------------•---- has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No......................................... dated................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE..................................................................•---•----•---. Inspector.................................................................................... f/111/11111111/1111f�11rif/f�111/1s�11/1111f�11/11111w so see000*00 sf11111 s.wr/11f0111/1/111 so*960*111111111/f/1/1/1/0000 Goo** THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ...................................I.......OF..................................................................................... No......................... FEE........................ Disposal Vorkii Tonoirnr#ion fantit Permission is hereby granted............................................................................................................................................... to Construct ( ) or Repair ( ) an Individual Sewage Disposal System atNo............................................................................................................................................................................................... Street as shown on the application for Disposal Works Construction Permit No..................... Dated.......................................... ........................................ .......................................................... Board of Health DATE................................................................................ FORM 1255 A. M. SULKIN, INC., BOSTON 's No......................... FEs............._....._......... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ...................................O F..............................-...........-.. Appliration for Uhipviial lVarkii Tomitrnrfion rrnti# Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: ..-•--------•-••................................•-•••-•-•--••--------•--•------•••••••............ •-•-....---•--•.......................••••••.......---•-•••-•-•--•••-............-•••............. Location-Address or Lot No. ......................_.......................................................................... ............................................. .... -........... Owner Address W Installer Address Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) dOther fixtures -------------------------------•----------------------•••••-•••••-••-•---•••••-•-•---------••-•••••••-•••---.....----••....-•-••-•--•----...._...--•- W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No.-__._-_---_--_-_-_ Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ Ix •--•-•-•-••--•••----•--••••-•••------••••---•---....-••----•---•--•••-•-----------------•-•.._................................................................ 0 Description of Soil........................................................................................................................................................................ x U . .....................••._..__.. w UNature 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 TITiZ 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed...................................................................................... ................................ Date ApplicationApproved By.................................................................................................. ........................................ Date Application Disapproved for the following reasons:---•--------•------------------•----•--...------....--••--------. ............................................. ---••-•-•---....•••••--••---••••••--•---••-----•••--••••---••-•--•••--•----•-•---•---------------------•'------•----------•--••-....---•-••-•--•----•--•-•-----....--•---••••--.._.. ......---••----- Date PermitNo......................................................... Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ................................I.........OF...............................................I..................................... Trrtif iratr of Toutpliatta THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by...............................••--•.......-----•-•....•--••-••••••......---...------••----....... ------......_... --••--•------------------._........------•--•-•-••••••••-••-•-•------- Installer at...................................................................................................................................................................................................... has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No......................................... 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...................................._................................................ No......................... FEE........................ Miposal Workii Tonotrudion rrotit Permissionis hereby granted.............................................................................................................................................. to Construct ( ) or Repair ( ) an Individual Sewage Disposal System atNo............................................................................-----•-----•-----...-----------------------------•-------•-----------------------------------•---•----............ Street as shown on the application for Disposal Works Construction Permit No..................... Dated.......................................... ........................•-------•---•-------------•------------------------••--•-----•--••....._----••- Board of Health DATE_.......... ------------------•---••••-•...--•---•••--_--- FORM 1255 A. M. SULKIN, INC., BOSTON No......................... Fxs............._................ THE COMMONWEALTH OF MASSACHUSETTS • BOARD OF HEALTH ...... ......... ... ....................O F.................-....-....-.............----.....------•.----..I........---•............. Appliratiun for Disposal Works Tonutrnrtiun rumit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: ..............•---•-•-•--••--•--•-••----....................._................_..........---....-- -----------...-•--•-----._...-----._......---•----.....----....----------...---•-•--------•--•-••• Location_Address or Lot No. ......................-.......................................................................... -............__......__.....•--......----................--------......-•--•-••-•--•-•---••------• Owner Address W Installer Address Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms________________________________ _____Expansion Attic ( ) Garbage Grinder ( )a Other—Type of Building ____________________________ No. of persons............................ Showers ( ) —.Cafeteria ( ) A4 Other fixtures ................................__ W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No_ ____________________ Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No...................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ ..................................................... __:__.... ___... ______............................................................................._....-- ODescription of Soil...................................................................................................................................................i.................... x w ---------•••-•--------------------•••--••••-••••-•-••-••••-•---••---•---•••••---••••-•--••-••-••••••--•-••••••--•-•••-•••-••-•-•••••--••••-•--•-•••-••--•-••.---•----•------•-•••-••••.._..-•--•-•-•-•-- V 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 undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed....................•---._..._....---....-•---...........-••.....--•--•-•••-.......•-- ................................ Date ApplicationApproved By.................................................................................................. Date Application Disapproved for the following reasons:___•_______________________•_______-__....___..____.._...._______-_________..._____________-____.......____.... ------------------••---••---•-•••••_-•••____.-__..._•-•-••------•••••••••--•--••.._...---•-••----••....--•----••••-•--•-••••-•-••-••---•••--•--••-•-••---•---•--•-•-•--•-------------••••-••---..__...-- Date PermitNo......................................................... Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................OF.......................................I...................I......................... Tntifirate of ( omplinurr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by..................................................-.................................................................... ......_------•--------... ------------------------• ----------•----•------- Installer at..................................................................................................................................................................................................... has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No......................................... dated..........................-..................... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................ Inspector.................................................................................... .....................................................................i...............go*...................................I THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ...........................................OF..................................................................................... No......................... FEE........................ Disposal Vorkii Tuntrnrtiun Vvrrmit Permissionis hereby granted.............................................................................................................................................. to Construct ( ) or Repair ( ) an Individual Sewage Disposal System atNo............................................................................................................................................................................................... Street as shown on the application for Disposal Works Construction Permit No..................... Datzd.......................................... ---......---•-••---------------------------------------------•------•-----.....-•--••---•--••-....--••-- Board of Health DATE.-.............................................................................. FORM 1255 A. M. SULKIN, INC., BOSTON . .,„.» ....,.H� 7?6'7°"=t— fT ^..Y"T— r i'� 1• /l � kj } �. CAA- f, � j ..� ,.i.'1a t7{ ( � "111� �f_OtiAf �•{•R'JTr lf�f /! � � � I F' ,�'�} ,� _ �ti. .'yF`r .+yy „` �� � ��['` �Y�F,(�,y�f � �,�.3�' T}CS.,/�'"' � � � .. ��y 1�n � `•1 .,/ i 111 2�.� f `;q� �� � j��.. `� ,, �� 1 ' � � j � .J� �•f �� �.. -,A .ja .� � .✓ h A / i let 427 1 r r-4/I NCO q � e 1 . �.Y`"` 1 t'.')��...,'�.,�"'.C'� L... f ` �..�t`!-� 21..St`�'"! 'ts `"{ ...�•�°:t>,� ,� �i�"" �}"��..L:V2 }� 1 c_.`°{' I ( •r�+t� LJ x gym' E=�f ► 4i/'ti.�,d�,1"..► �a �.C i' 1 H r>1 `G `,� �`LPLA ...... .r._ .rsc' ..T'". a �1 �^ f) � '� �..� �✓�l - �j� + i �fI Z Ir 77 '9 3 8 x 1. 5 `V E E'? r L O kl T> e-. SO t4 op9 - 7 `c*a "�ic>T-i���. :'� '�G.x t G�r � 1 .� �r � a S � � � -- � - ,►.,� � . �� � ���'.�'° k.L'..�� �#�. �.fa.t.,JJ 1� �,',.,)�c' ;,y�' ti yr, q r� f ��4...y,y^ , J �,g•'` ''�R 'i6.� '. ...._ �.. �•..�� 1, .. V I: I : n , FINISH GRADE ,o DESIGN DATA: C _ • '.' _' ° LINES TO - 00 DISTRIBUTION BOX PROPOSED 3-BEDROOM SINGLE FAMILY DWELLING x ADO 1/8" - 1/2" STONE AND/OR INFILTRATORS NO GARBAGE GRINDER "DIG SAFE FLAG LOCATION 8' WIDE VEHICLE TRACKS ` •barry ) a p MAY BE REPLACED WITH TO MEET 3-FOOT MAXIMUM f INSITU MATERIAL ;,y 4" PERF SCHED 40 PVC " EDGE VEHICLE TRACKS DESIGN FLOW: 3 x 110 GPD = 330 GPD UNDERGROUND TELEPHONE LINE PER DIG SAFE I Punkh �� f IF ENCOUNTERED REMOVE - SEPTIC TANK: 330 GPD x 150% 495 GPD Pt.f UNSUITABLE MATERIAL TO INSURE THE 2' OF 3/4' - 1 1/2" REMOVE UNSUITABLE MATERIAL USE 1500-GALLON SEPTIC TANK ' o �• ; SIDEWALL AREA OF SYSTEM IS IN STONE FOR 5-FEET (SEE NOTES) A -, ,\ D nlNa\'��• / CLEAN MEDIUM SAND OR FILL PER PER TITLE 5: inZ --- u� b end \s < 4�0 • 310 CMR 15.201 - 15.293 4._ 3. 4. _111I: _ i .�• , �'r--''- Mgad �+G DETAIL SAC FACILITY 330 GPD/0.74/ G/SF/D = 44-6 SF EFFLUENT LOADING RATE �'" 19' ,� C' USE 41' FIELD/BED BED WITH 2 4" DISTRIBUTION LINES :i 11' S' / O IN � 14' ® WELL i _ ,... PLAN VIEW � t1 x F �,�k• mo o' , 21 TELEPHONE MONUMENTS f Z !� etch ALL PIPE TO LEACH FIELD TO BE SCHEDULE 40 PVC SOILD ..:,.;.'Island ►� N. T. S LINE OF PROPOSED PROPOSED ADDITION clttt., r DETAIL LEACH FACILITY ALL PIPE IN LEACH FIELD TO BE SCHEDULE 40 PVC PERFORATED 8.9' ENDS TO BE CAPPED n y 5 To TOP 14' END SECTION 4' 3, 4, NO ALLOWANCE FOR SIDEWALL AREA • �: N. T. S. 4 SCHED 40 PERFORATED PVC PIPE (TYPICAL) TOTAL DESIGN: 451 SF PLACE CAPS AT ENDS I REQUIRED: 446 SF LOCATION MAP 1, i PERCOLATION RATE: LESS THAN 2 MINUTES PER INCH COTUIT QUADRANGLE TEST HOLE BY BAXTER & NYE, INC. SCALE: 1: 25,000 ( 1i' �TE.IM 0 CB N/F' AMNON ROSENTHAL ET UX. 02-07-84 - P-2181 ASSESSORS t = 3.34' x MAP 3 PARCEL 4 -� N 88'42'26" w sSe.sT POPONESSET BAY v' ZONES: 906' f ANGLE POINT TO POPONESSET BAY 0 / EDGE OF WETLANDS O A. P. I I o GROUNDWATER PROTECTION OVERLAY DISTRICT 4.8 v o RF - BUILDING ZONE st• I MINIMUMS �' 6 SEE DETAIL DRAWING m AREA 43,560 S. F. 4a7 FRONTAGE = 150' ABOVE RIGHT I I EXISTING j -8a� G DIRT DRIVEWAY FRONT SETBACK = 30 \ d� 8' WIDE VEHICLE TRACKS I I SIDE SETBACK = 15 4. REAR SETBACK 15 DIRT DRIVEWAY z BUILDING HEIGHT 30' to x I I (OR 2.5 STORIES IF LESS) mP moo`' •4 ..r o 14• r�• 11.1 � ' 4 N x 1':4� 4 1.1 WELL 1 x 2.3 Q I I FLOOD ZONE A13 (EL 12) k/ o 10. w COMMUNITY PANEL No. off ' $.1 14.1 z 250001 0022 D �` p PROP 1 5 x 2.1 14 UNDERGROUND ELECTRIC METER I I w o� BAILEY ROAD o •l1L ADDITION ;, � x 1 x t REVISED: JULY 2, 1992 o� 7.2 x 10 I o r� x 11.1 11 $ x 2.3 0 �* Y I I ;64 x 11.5 x 1.9 ? o 12.0 ' #2 GAR 00 0 m cos. x 2.3' I I L.�.0�'�....._.�' 8 x 10. m ► ` N LAND COURT PLAN 11542 - 3 BUILDING DETAIL 4 10 ...I Q x 1 �+ 02 AREA = 11.34 ACRES TOP OF BANK �%9 I PER ASSESSORS SCALE: 1 to .30' Q TOP ST EL = 11.3' � N '912 RF I . EXISTING SEPTIC SYSTEM 13.0 PER INSTALLER TIES GAR I a � TOP FD EL =9.3' • a SCALE: 1" » 60' \ 500.00' TBM 0 CB N 85'37'55" W EL = 11.29' NGVU 180.22' 3 oe- 1080' f S� ANGLE POINT To POPONESSET BAY N/= H. GATES LLOYD, ET \ UX. SITE PLAN \ \ AT 99 �' G ��2 36�3 #42 BAILEY ROAD \ \ '� COTUIT, BARNISTABLE, MASS. e' \ \ p PO i FOR \ F-9�, \ K E Y GATE LLOYD ET UX. \ \ /!r \ obi CB/DH FOUND a WIN T ,\ 5 '` r USE 11' x 41' LEACHING BED/FIELD TELEPHONE MONUMENT FOUND o (2) 4" DIAMETER DISTRIBUTION LINES \ SCALES AS NOTED OCTOBER 17, 1995 REMOVE UNSUITABLE MATERIAL FROM BENEATH SYSTEM IF ENCOUNTERED \ \ UNDERGROUND TELEPHONE LINES DEFINITION BY "DIG-SAFE" 9/18/95 --U/�U/� OVERDIG 1' INTO MEDIUM SAND LAYER �o LOCATION BY BAXTER & NYE, INC 9/19/95 BAXTER & NYE, INC. BACKFILL WITH CLEAN MEDIUM SAND PER 310 CMR 15.002 \ �O \ "DIG SAFE" FLAG LOCATIONS • 812 MAIN STREET INSTALL CULTEC/INFILTRATORS OR EQUAL OVER FIELD TEST HOLES 1 & 2 OSTERVILLE, MASS., 02655 FINISH FLOOR EL = 13.6' TO ALLOW MAXIMUM 3-FOOT FILL To FINISH GRADE LINE DEFINING PROPOSED � ��*� FIVE FEET SOUTH (50$)-428-9131 E. G. DEPTH ELEVATION OF "DIG SAFE" LOCATION UNDERGROUND TELEPHONE LINES EXISTING GRADE 13' - 0' 12.3' y c., O LOAM r x INVERT EL = 7.5' +, "a I" J 9.9 r © SUBSOIL �- NOTES: " 9.7 1500-GAL 7.9' 7.5' 1.5' 10.8' WATER SUPPLY FOR THIS LOT IS WELL WATER SEPTIC TANK 9.4' 7.7' BOTTOM EL = 7.0 BEDDING AS ,. •,,,. ," LOCATION OF UTILITIES NOT SHOWN ON THIS PLAN. AT PER TITLE 5 11' LEAST 72 HOURS PRIOR TO ANY EXCAVA11ON FOR THS PROJECT THE CONTRACTOR SHALL MAKE THE REQUIRED A: NOTIFICATION.To DIG SAFE (1-800-322-4844) AND f :. TEST HOLES .BY BAXTER & NYE, INC. © . SUBSTRATUM _ .. a 10' 10.5" 155' 2.5' 21 f APPROPRIATE WATER DISTRICT FOR LOCATION DATA. P-2181 - 02/07/84 MEDIUM COTUIT SAND CLEANOUT 0 50' PERC RATE. <2. NUB/INCH � p •''� THE CONTRACTOR IS REQUIRED TO SECURE APPROPRIATE PERMITS FROM TOWN AGENCIES FOR CONSTRUCTION DEFINED BY THIS PLAN. - 10.5' 1.8' GROUNDWATER t INSTALL RISERS AS REQUIRED TO WITHIN 12" OF FINISH GRADE. ALL STRUCTURES BURIED FOUR FEET OR MORE OR SUBJECT TO VEHICULAR TRAFFIC TO BE H-20 LOADING bEVELOPED PROFILE OF PRCHOSED SEPTIC SYSTEM 7a � NOT TO SCALE 78205 (SITE0I.DWG) i z o�% k