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2181 SERVICE ROAD - Health
2181 SERVICE ROAD A-215-024 WEST BARNSTABLE r f^1 ,0 J No. Fee BOARD OF HEALTH TOWN OF BARNSTABLE 2pplicatiou jf or Vern Con.5truction J)ermit Application is hereby made for a permit to Construct(�, Alter( ), or Repair( ) an individual r I at: 21 i v scs� �oc� INN a:�a lbls, 215 pZ f--Vr 5 Location-Address Assessors Map and Parcel eaY. MUXky, 432 ,'N -�osr�,�' ,�A G2W Owner Address 3 , O�lr,} I�y� 0 Zb53 Installer-Driller Address Type of Building Dwelling Other-Type of Building No. of Persons Type of Well �, SIN �- Capacity N Purpose of Well Agreement: *- The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation-The undersigned further agrees not to place the well in operation until a Certificate of Compliance has been issued by the Board of Health. Signed Izi 1 s ,�^ 0 2 `Date Application Approved By Y ►vL r� 7 l ' -5att .Application Disapproved for the following reasons: \ a Date Permit No. W mac. 10 t/ Issue3 Date --------- ------------------------------------------------------------------------------------------------ BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed( ), Altered( ), or Repaired( ) by Installer at has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. Dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector Fee No. - � BOARD OF HEALTH TOWN OF BARNSTABLE -- - 2pplicatiou `jFor Yell Couotruct£iou Permit Application is hereby made for a permit to Construct(✓), Alter( ), or Repair( ) an individual ell at: 1' t�c-off ,\N Z I5 Z(4 �ry Location-Address \ Assessors Map and Parcel f'1 >+� yy,\ r U l�t. '4 3 Z f`� Owner ' ' ,Address m Installer-Driller Address Type of Building Dwelling ✓ Other-Type of Building No. of Persons Type of Well S����oQ�(•- Capacity Purpose of Well..-'�>v Agreement: )e `K 5 G`r+...e_ o Ezc$ The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation-The undersigned further agrees not to place the well in operation until a Certificate of Compliance has been issued by the Board of Health. Signed v?\ ��_ '� ly SDate II r t Application Approved By t %I�V1 0'' rF Date 4 rI r- Application Disapproved for the following reasons: �f Date Permit No. JA 0 / — 0 d Issued Date BOARD OF HEALTH .� TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed( ), Altered( ), or Repaired( * by Installer ' at has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. Dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector BOARD OF HEALTH TOWN OF BARNSTABLE Yell Cou5tructiou Permit t'�� () Fee No. �- ------ Permission is hereby granted to Installer to Construct(J), Alter( ), or Repair O an individual well at: No. Z4$� ��cenc.>,_ W Street as shown on the application for a Well Construction Permit No. Dated Date l Approved By i � h j«�'►.,li I �G•�-�GYM r Z eFnAr, CERTIFICATE OF ANALYSIS Page; 1 of 1 3 � 9 Barnstable County Health Laboratory (M-MA009) S.... S Report Prepared For: Report Dated: 3/27/2014 Sally Desmond .Desmond Well Drilling Order No.: G1479101 P O Box 2783 Orleans, MA. 02653. Laboratory ID#: 1479101-01 Description: Water-;Drinking Water Sample#: Sample Location: 2181 Service Rd.W. Barnstable,MA Collected: 03/24/2014 Collected by: Customer Received: 03/24/2014 Test Parameters ITEM RESULT UNITS RL MCL METHOD# TESTED Sodium 13 mg/L 1.0 20 EPA 200.7 3/25/2014 Routine-M. ITEM RESULT UNITS RL MCL METHOD# TESTED Nitrate as Nitrogen 0.12 mg/L 0.01 10 EPA 300.0 3/24/2014 Iron 0.02 m9/L 0.01 0.3 EPA 200.7 3/25/2014 Manganese 0.008 mg/L 0.008 EPA 200.7 3/25/2014 ipH 6.7 PH-"AT 25C :NA 6.5-8.5 SM 4500-H-B 3/24/2014 Total Coliform 'p CFU/100ml 0 0 9222E 3/24/2014 Condudtance 140 umohs/cm 2.0 SM 2510E 3/24/2014 Water.sample-meets the recommended7imits for drinkingwater of all the above tested parameters Attached please find the laboratory certified.parameter list. Approved .By: _ (Lab Director) NO=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 ��'sgGHusWf Barnstable County Health. Laboratory(M-MA009) Recipient: Sally Desmond - Matdja:- Water-Drinking Water' Desmond Well Drilling, Sampled: 03/24/2014 10:00 P 0 Box'2783. Received: 03/24/10114 10.20 Orleans, MA.02653 Collection Address: 2181 Service Rdi;-W.Barnstable,MA; Order#: G1479101 Sample Location:. Description: 2day 2181 Service Rd Lab ID: 1479101-01 Date Analyze& ;3/25/2014 @ 10:17 Sample#: Analyst: KK Method: EPA 524.2 Dilution Factor: 1 Comment: Water sample meets the'recotnmended limits for drinking Water'of all the above"tested parameters EPA 524.2 Volatile Organics by,Gc MS Result MCL MQL- Result, MCL HU Parameter ug/L ug/L ug/L Parameter ug/L ug%L ug/L Dichlorodifluoromethane___ ND 0.50 Chloroform 1.2 eo' 0 50 _ Chloromethane ND 0.50 cls 1,2-Dlchloroethene. ND` X 0:56, Vinyl.chloride ND I 2.0 0.50 cis-1,3-Dichloropropene ND 0:50 Bromomethane_ - - ND - --0.50 Dibromochioromethaneµ - _- Na - _ •__ 0.50 1,1,1,2-Tetrachloroethane ND 0.50 Dibromomethane ND,* 050 1,1,1-Trichloroethane ND 200 0.50 Ethlbenzene ND: 7.00 0:50 1,1,2,2-Tetrachloroethane ND _ 0.50 Hexachlorobutadiene ND 0:50 1,1,2-Trichloroethane -- ND 5.0 0.50 isopropyiberizene ND' 0:50 1,1-Dichloroethane ND 0.50 Methylene chloride ND 51) 050 1,1-Dlchloroethene_ ND 7.0 0:50 Methyl-tert-butyl ether ND 0:50 1,1-Dichloropropene ND 0.50 Naphthalene ND 0,50 1,2,3:Trichlorobenzene ND 0.50 �.n-Butylbenzene ND 0:50 1,2,3-Trichloropropane ND 0.50 n-Propylbenzene ND 0.50 1,2,4-Trichlorobenzene ND 70 0.50 p4sopropyltoluene ND 0.510 1,2,4-Trimethylbenzene ND 0.50 sec-Butylbenzene ND o;50 1,2-Dibromo-3-chloropropane ND 0.50 Styrene _ _ ND 100. 0.50 -. -_. _M_.. _.... - ...._..... _ �- - 1,2-Dibromoethane(EDB) ND 0.50 [tert-Butyibenzene, ND o,50 1,2-Dichlorobenzene _ ND 600 ( 0.50 Tetrachloroethene ND 5A 0.50 1,2-Dichloroethane. ND 5.0 0.50 Toluene ND 1000 0.50 1,2-Dichloropropane ND 0.50 Total xylenes ND' 10000 050 1,3,57-Trimethylbenzene ND 0.50 trans-1;2-Dichlor6ethene' ND, 100 050 1,3-Dichlorobenzene_ ND 0.50 trans-1,3-Dichloropropene ND 050 1,3 Dichloropropane ND o:5o rTrii chloroethene ND': 50. 0;50 1,4-Dichlorobenzene ND 5.0 0.5o chlorofluoromethane ND__ 0:50 2,2-Dichloro ropane ND o 50 _ - -"- _ ......._-- _-. _ Surrogates %o Recovered QC Limits(%) 2-Chlorotoluene ND 0.50 pBromofluorobenzene 91% 70 _130 4-Chlorotoluene ND 0.50 1,2-Dichbrobenzene-d4 89% 701 1,30 Benzene ND 5.0 0.50 ....._--- Bromobenzene ND 0.50 Bromochloromethane ND `0.50 Bromodichloromethane _ _ _ ND 0.50 Bromoform ~� - ND 0.50 - Carbon tetrachloride ND 5.0 0.50 Chlorobenzene ND 100 0.50 Chloroethane ND 0:50 Attached please find the laboratory certified parameter list. .Approved By: - (Lab Director). ' ND=None Detected RL = Reporting Limit MCL:='Maximum Contaminant Level. Superior Court House; PO.Box 427, Barnstable, MA 02630 Ph:508476-6606' Page 1`of1. �L k Massachusetts Department of Environmental Protection Bureau of Resource Protection Well Completion Reports A Well Driller Please specify work performed: Address at well location: New Well Street Number: Street Name: 2181 SERVICE ROAD Please specify well type: Building Lot#: Assessor's Map#: Domestic Assessor's Lot#: ZIP Code: Number Of Wells: 02668 City/Town: Well Location BARNSTABLE In public right-of-way: GPS C-i Yes C' No North: West: 41.68548 70.34092 Subdivision/Property/Description: Mailing Address: r click here if same as well location addres Property Owner: Street Number: Street Name: MULLEN 2181 SERVICE ROAD City/Town: State: Engineering Firm: ABINGTON MASSACHUSETTS _ __. ZIP Code: 02668 Board of health permit obtained: t:;Yes r-..Not Required Permit Number: Date Issued: W2014 004 3/12/2014 I s ' Massachusetts Department of Environmental Protection Bureau of Resource Protection—Well Driller Program { Well Completion Reports(General) Well Driller - General Well Form DRILLING METHOD Overburden Bedrock uger — � --Choose Bedrock-- WELL LOG OVERBURDEN LITHOLOGY From To(ft) Code Color Comment Drop in drill Extra fast or slow Loss or addition of (ft) stem drill rate fluid 0 20 Fine To Coarse Sand Brown 0 YES to ND r Fast r Slow r Loss (f Addition 20 40 Fine To Coarse Sand Brown s� 0 YES r Nd P Fast r Slow fO Loss {j Addition 40 50 IFine To Coarse Sand Brown r YES r NO r Fast r Slow r Loss r Addition 50 60 IClay —� Light Gray r YES r NO G Fast r Slow 0 Loss GO Addition 60 70 Isift —� Light Gray r YES r NO 0 Fast 0 Slow r Loss r Addition 70 80 Clay Light Gray r YES h!D 0 Fast r Slow fa Loss GO Addition 80 100 Fine To Coarse Sand Brown r YES r NO r Fast r Slow G Loss r Addition WELL LOG BEDROCK LITHOLOGY From Drop in drill Extra fast or slow Loss or addition of Visible Extra To(ft) Code Comment Rust Large (ft) stem drill rate fluid _ Staining Chips Choose Code r YES r NO r Fast r Slow r Loss r Addition �Ye F0, Ye ADDITIONAL WELL INFORMATION Developed !: Yes C No Disinfected R Yes C No Total Well Depth 100 Depth to Bedrock Fracture Surface Seal Type lNone --I Enhancement r Yes r) No CASING I R Is Casing above ground. From: 1 To: 0 From To Type Thickness Diameter Driveshoe 0 96 IPolyvinyl Chloride Schedule 40 i 4 (�Ye SCREEN No Scree ' From To Type Slot Size Diameter 96 100 Stainless Steel Well Point 0.0.12 4 WATER-BEARING ZONES ❑DRY WEL From To Yield(gpm) 30 100 10 A Massachusetts Department of Environmental Protection i Bureau of Resource Protection—Well Driller Program Well Completion Reports(General) l PERMANENT PUMP(IF AVAILABLE) '---Choose Pump ---Choose Pump Description Horsepower Description--- Horsepower--- Pump Intake Depth(ft) Nominal Pump Capacity(gpm) ANNULAR SEAL/FILTER PACK Water From To Material 1 Weight Material 2 Weight W ) Batches Method Of Placement _ al Choose Material Choose Material --Choose One WELL TEST DATA Time Pumping Time To Recovery (ft Date Method Yield(gpm) Pumped Level (ft Recover (HH:MM) BGS) (HH:MM) BGS) 3121l2014 Constant Rate Pump 10 1:30 33 0:01 30 WATER LEVEL Date Measured Static Depth BGS (ft) Flowing Rate(gpm) 312112014 30 10 COMMENTS WELL DRILLERS STATEMENT This well was drilled or altered under my direct supervision,according to the applicable rules and regulations,and this report is complete and accurate to the best of my knowledge. DESMON THOMAS E Monitoring[M] Supervising Driller III, Driller DESMOND III Registration# 764 Signature THOMAS, DESMOND WELL Date Job Complete Firm DRILLING INC. Rig Permit# 023 3/27/2014 NO TE:Well Completion Reports must be filed by the registered well driller within 30 days of well completion. Page: 1 CERTIFICATE OF ANALYSIS Barnstable County Health Laboratory Report Dated: 7/26/2006 Report Prepared For: Derek Ritchie Order No.: G0636982 The Waterguy 70 Mill Pond Road Chatham, MA 02633 Laboratory ID#: 0636982-01 D.,ription: Water-Drinking Water Sample#: Sampling Location i 81 Service_Rd.West•13arnstable,_MA71, Collected: 7/20/2006 Collected by: D.Ritchie Received: 7/20/2006 Routine +Ammonia ITEM RESULT UNITS RL MCL Method# Tested LAB: IC Lab Ammonia BRIE, mg/L 0.20 EPA 350.3 7/20/2006 LAB: Inorganics Nitrate as Nitrogen BRL mg/L 0.10 10 EPA 300.0 7/21/2006 i LAB: Metals Copper BRL mg/L 0.10 1.3 SM 3111B 7/25/2006 " Iron 0.13 mg/L 0.10 0.3 SM 3111 B `=t 7/25/2006 C,.: Sodium 1.6 mg/L 1.0 20 SM 311113 F/2$/20064 LAB: M[crobcology � _ Total Coliform Absent P/A 0 0 309 20/2006, LAB: Physical Chemistry Conductance 310 unions/cm 2.0 EPA 120.1 7/20/2006 pH 6.3 pH-units 0 EPA 150.1 7/20/2006 EPA 524.2- Volatile Orgaizics by GUMS ITEM, RESULT UNITS RL MCL Method# Tested LAB: GUMS 1,1,1,2-Tetrachloroethane BRL ug/L 0.5 EPA 524.2 7/20/2006 1,1,1-Trichloroethane BRL ug/L 0.5 200 EPA 524.2 7/20/2006 1,1,2,2-Tetrachloroethane BRL ug/L 0.5 EPA 524.2 7/20/2006 1,1,2-Trichloroethane BRL , ug/L 0.5 5.0 EPA 524.2 7/20/20061 1,1-Dichloroethane BRL ug/L o.s EPA 524.2 7/20/2006 1-Dichloroethene BRL ug/L 0.5 7.0 EPA 524.2 7/20/2006- I' iRL'=ReportingLimi! I IMCL=•Maximum Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 r ."pF13A p.� 'µ Page: 2 CERTIFICATE OF ANALYSIS M 3,as` fiy`r Barnstable County Health Laboratory �cHu4 -- Report Dated: 7/26/2006 Report Prepared For: Derek Ritchie Order No.: G0636982 The Waterguy 70 Mill Pond Road ChaTham, MA 02633 ------------ 1,1-Dichloropropene BRL ug/L 0.5 EPA 524.2 7/20/2006 1,2,3-T rich lo robe nzene BRL ug/L 0.5 EPA 524.2 7/20/2006 1,2,3-Trichloropropane BRL ug/L 0.5 EPA 524.2 7/20/2006 1,2,4-T rich lorobenzene BRL ug/L 0.5 70 EPA 524.2 7/20/2006 1,2,4-Trim ethyl benzene BRL ug/L 0.5 EPA 524.2 7/20/2006 1,2-Dibromo-3-chloropropa BRL ug/L 0.5 EPA 524.2 7/20/2006 1,2-Dibromoethane (EDB) BRL ug/L 0.5 EPA 524.2 7/20/2006 1,2-Dichlorobenzene BRL ug/L 0.5 600 EPA 524.2 7/20/2006 1,2-Dichloroethane BRL ug/L 0.5 5.0 EPA 524.2 7/20/2006 1,2-Dichloropropane BRL ug/L 0.5 EPA 524.2 7/20/2006 1,3,5-Trim ethyl benzene BRL ug/L 0.5 EPA 524.2 7/20/2006 1,3-Dichlorobenzene BRL ug/L 0.5 EPA 524.2 7/20/2006 1,3-Dichloropropane BRL ug/L 0.5 EPA 524.2 7/20/2006 1,4-Dichlorobenzene BRL ug/L 0.5 5.0 EPA 524.2 7/20/2006 2,2-Dichloropropane BRL ug/L 0.5 EPA 524.2 7/20/2006 2-Chlorotoluene BRL ug/L 0.5 EPA 524.2 7/20/2006 4-Chlorot6luene BRL ug/L 0.5 EPA 524.2 7/20/2006 Benzene BRL ug/L 0.5 5.0 EPA 524.2 7/20/2006 Bromobenzene BRL ug/L 0.5 EPA 524.2 7/20/2006 Bromochloromethane BRL ug/L 0.5 EPA 524.2 7/20/2006 Bromodichloromethane BRL ug/L 0.5 EPA 524.2 7/20/2006 Bromoform BRL ug/L 0.5 EPA 524.2 7/20/2006 Bromomethane BRL ug/L 0.5 EPA 524.2 7/20/2006 Carbon tetrachloride BRL ug/L 0.5 5.0 EPA 524.2 7/20/2006 Chlorobenzene BRL ug/L 0.5 100 EPA 524.2 7/20/2006 Chloroethane BRL ug/L 0.5 EPA 524.2 7/20/2006 Chloroform 0.50 ug/L 0.5 80 EPA 524.2 7/20/2006 Chloromethane BRL ug/L 0.5 EPA 524.2 7/20/2006 cis-1,2-Dichloroethene BRL ug/L 0.5 70 EPA 524.2 7/20/2006 RL = Reporting Limir. MCL=Maximum Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 t - � Page: 3 CERTIFICATE OF ANALYSIS Barnstable County Health Laboratory Report Dated: 7/26/2006 Report Prepared For: Derek Ritchie Order No.: G0636982 The Waterguy 70 Mill Pond Road Chatham, MA 02633 cis-1,3-Dichloropropene BRL ug/L 0.5 EPA 524.2 7/20/2006 Dibromochloromethane BRL ug/L 0.5 EPA 524.2 7/20/2006 Dibromomethane BRL ug/L 0.5 EPA 524.2 7/20/2006 Dichlorodifluoromethane BRL ug/L 0.5 EPA 524.2 7/20/2006 Ethylbenzene BRL ug/L 0.5 700 EPA 524.2 7/20/2006 Hexachlorobutadiene BRL ug/L 0.5 EPA 524.2 7/20/2006 Isopropylbenzene BRL ug/L 0.5 EPA 524.2 7/20/2006 Methyl-tert-butyl ether BRL ug/L 0.5 EPA 524.2 7/20/2006 Methylene chloride BRL ug/L 0.5 5.0 EPA 524.2 7/20/2006 n-Butylbenzene BRL ug/L 0.5 EPA 524.2 7/20/2006 n-Propylbenzene BRL ug/L 0.5 EPA 524.2 7/20/2006 Naphthalene BRL ug/L 0.5 EPA 524.2 7/20/2006 p-Isopropyltoluene BRL ug/L 0.5 EPA 524.2 7/20/2006 sec-Butylbenzene BRL ug/L 0.5 EPA 524.2 7/20/2006 Styrene BRL ug/L 0.5 100 EPA 524.2 7/20/2006 tert-B u tyl benzene BRL ug/L 0.5 EPA 524.2 7/20/2006 Tetrachloroethene BRL ug/L 0.5 5.0 EPA 524.2 7/20/2006 Toluene BRL ug/L 0.5 1000 EPA 524.2 7/20/2006 Total xylenes BRL ug/L 0.5 10000 EPA 524.2 7/20/2006 trans-1,2-Dichloroethene BRL ug/L 0.5 100 EPA 524.2 7/20/2006 trans-1,3-Dichloropropene BRL ug/L 0.5 EPA 524.2 7/20/2006 Trichloroethene BRL ug/L 0.5 5.0 EPA 524.2 7/20/2006 Trichlorofluoromethane BRL ug/L 0.5 EPA 524.2 7/20/2006 Vinyl chloride BRL _ ug/L - 0.5 - 2.0 EPA 524.2- 7/20/2006 Wat r'sa Te meets the recommended limits,for_drinking water of all the abboo_ve tested parameters. 1 Approved By:- - O (Lab D ctor) RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 �o Page CERTIFICATE OF ANALYSIS Barnstable County Health Laboratory ��QRCHu�- Report Prepared For: Report Dated: 11/20/2002 Bayberry Building Co.Inc. Order Number: G0218087 Jaques Morin 159', Falmouth Rd. Suite 4 Centerville, MA 02632 Laboratory ID#: 0218087-01 Description: Water-Drinking Water Sample#: 1808701 Sampling Location: 2181 Service Rd W Barnstable MA Collected: 11/06/2002 oilected by: E Meehan Received: 11/07/2002 Routine ITEM RESULT UNITS MDL MCL Method# Tested LAB: IC Lab Nitrates 0.14 mg/L 0.1 10 EPA 300.0 11/08/2002 LAB: Metals Copper _... . -•<0.1 mg/L 0.1 ._ .. _.1:3 .. SM3111B_ .. .11/12/2002 Iron 1.8 mg/L 0.1 0.3 SM 3111B 11/12/2002 Sodium 27 mg/L 1.0 20 SM 3111B 11/12/2002 LAB: Microbiology Total Coliform Positive P/A 0 Absent 309 11/07/2002 LAB: Physical Chemistry Conductance 232 umohs/cm 1 EPA 120.1 11/07/2002 pH 6.8 pH-units 0.1 EPA 150.1 11/07/2002 Note: --Recommended maximum contamination level exceededAue to Coliform Bacteria.Retesting is recommended.Sodium levels are higher than average.Clients on a low sodium diet may wish to contact a physician.Water may present taste,odor,staining due to Iron.` RECEIVE® NOV 2 7 2002 TOWN OF BARNSTABLE HEALTH DEPT. r Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 �l CERTIFICATE OF ANALYSIS Page 2 tg9s. Barnstable County Health Laboratory Report Prepared For: Report Dated: 11/20/2002 Bayberry Building Co.Inc. Order Number: G0218087 Jaques Morin 1597 Falmouth Rd. Suite 4 Centerville, MA 02632 Laboratory ID#: 021808/-02 Description: Water-Drinking Water Sample#: M567 568 Sampling Location: 2181 Service Rd W Barnstable MA Collected: 11/06/2002 ollected by: E Meehan Received: 11/07/2002 EPA 524.2- Volatile Organics by GUMS ITEM RESULT UNITS MDL MCL Method# Tested LAB: GUMS 1,1,1,2-Tetrachloroethane BRL ug/L 0.5 EPA 524.2 11/15/2002 1,1,1-Trichloroethane BRL ug/L 0.5 200 EPA 524.2 11/15/2002 1,1,2,2-Tetrachloroethane BRL ug/L 0.5 EPA 524.2 11/15/2002 1,1,2-Trichloroethane BRL ug/L 0.5 5.0 EPA 524.2 11/15/2002 1,1-Dichl'oroethane BRL ug/L 0.5 EPA 524.2 11/15/2002 1,1-Dichloroethene BRL ug/L 0.5 7.0 EPA 524.2 11/15/2002 1,1-Dichloropropene BRL ug/L 0.5 EPA 524.2 11/15/2002 1,2,3-Trichlorobenzene BRL ug/L 0.5 EPA 524.2 11/15/2002 1,2,3-Trichloropropane BRL ug/L 0.5 EPA 524.2 11/15/2002 1,2,4-Trichlorobenzene BRL ug/L 0.5 70 EPA 524.2 11/15/2002 1,2,4-Trimethylbenzene BRL ug/L 0.5 EPA 524.2 11/15/2002 1,2-Dibromo-3-chloropropan BRL ug/L 0.5 EPA 524.2 11/15/2002 1,2-Dibromoethane(EDB) BRL ug/L 0.5 EPA 524.2 11/15/2002 1,2-Dichlorobenzene BRL ug/L 0.5 600 EPA 524.2 11/15/2002 1,2-Dichloroethane BRL ug/L 0.5 5.0 EPA 524.2 11/15/2002 1,2-Dichloropropane BRL ug/L 0.5 EPA 524.2 11/15/2002 1,3,5-Trimethylbenzene BRL ug/L 0.5 EPA 524.2 11/15/2002 1,3-Dichlorobenzene BRL ug/L 0.5 EPA 524.2 11/15/2002 1,3-Dichloropropane BRL ug/L 0.5 EPA 524.2 11/15/2002 1,4-Dichlorobenzene BRL ug/L 0.5 5.0 EPA 524.2 11/15/2002 2,2-Dichloropropane BRL ug/L 0.5 EPA 524.2 11/15/2002 2-Chlorotoluene BRL ug/L 0.5 EPA 524.2 11/15/2002 4-Chlorotolu ene BRL ug/L 0.5 EPA 524.2 11/15/2002 i Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 �pF AgR,1,r_ ram 'w CERTIFICATE OF ANALYSIS Page 3 Barnstable County Health Laboratory Report Prepared For: Report Dated: 11/20/2002 Bayberry Building Co.Inc. Order Number: G0218087 Jaques Morin 1597 Falmouth Rd. Suite 4 Centerville, MA 02632 Laboratory ID#: 0218087-02 Description: Water-Drinking Water Sample#: M567 568 Sampling Location: 2181 Service Rd W Barnstable MA Collected: 11/06/2002 ollected by: E Meehan Received: 11/07/2002 Benzene BRL ug/L 0.5 5.0 EPA 524.2 11/15/2002 Bromobenzene BRL ug/L 0.5 EPA 524.2 11/15/2002 Bromochloro methane BRL ug/L 0.5 EPA 524.2 11/15/2002 Bromodichloromethane BRL ug/L 0.5 EPA 524.2 11/15/2002 Bromoform BRL ug/L 0.5 EPA 524.2 11/15/2002 Bromomethane BRL ug/L 0.5 EPA 524.2 11/15/2002 Carbon tetrachloride BRL ug/L 0.5 5.0 EPA 524.2 11/15/2002 Chlorobenzene BRL ug/L 0.5 100 EPA 524.2 11/15/2002 Chloroethane BRL ug/L 0.5 EPA 524.2 11/15/2002 Chloroform 41 ug/L 0.5 EPA 524.2 11/15/2002 Chloromethane BRL ug/L 0.5 EPA 524.2 11/15/2002 cis-1,2-Dichloroethene BRL ug/L 0.5 70 EPA 524.2 11/15/2002 cis-1,3-Dichloropropene BRL ug/L 0.5 EPA 524.2 11/15/2002 Dibromochloromethane BRL ug/L 0.5 EPA 524.2 11/15/2002 Dibromomethane BRL ug/L 0.5 EPA 524.2 11/15/2002 Dichlorodifluoromethane BRL. ug/L 0.5 EPA 524.2 11/15/2002 Ethylbenzene BRL ug/L 0.5 700 EPA 524.2 11/15/2002 Hexachlorobutadiene BRL ug/L 0.5 EPA 524.2 11/15/2002 Isopropylbenzene BRL ug/L 0.5 EPA 524.2 11/15/2002 Methyl-tert-butyl ether BRL ug/L 2.0 EPA 524.2 11/15/2002 Methylene chloride BRL ug/L 0.5 5.0 EPA 524.2 11/15/2002 n-Butylbenzene BRL ug/L 0.5 EPA 524.2 11/15/2002 n-Propylbenzene BRL ug/L 0.5 EPA 524.2 11/15/2002 Naphthalene BRL ug/L 0.5 EPA 524.2 11/15/2002 p-Isopropyltoluene BRL ug/L 0.5 EPA 524.2 11/15/2002 sec-Butylbenzene BRL ug/L 0.5 EPA 524.2 11/15/2002 Styrene BRL ug/L 0.5 100 EPA 524.2 11/15/2002 Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 e V a 1' r0�9qR� Page: 4 CERTIFICATE OF ANALYSIS Barnstable County Health Laboratory 9 Report Prepared For: Report Dated: 11/20/2002 Bayberry Building Co.Inc. Order Number: G0218087 Jaques Morin 1557 Falmouth Rd. Suite 4 Cer_terville, MA 02632 Laboratory ID#: 0218087-02 Description: Water-Drinking Water Sample#: M567 568 Sampling Location: 2181 Service Rd W Barnstable MA Collected: 11/06/2002 ollected by: E Meehan Received: 11/07/2002 tert-Butylbenzene BRL ug/L 0.5 EPA 524.2 11/15/2002 Tetrachloroethene BRL ug/L 0.5 5.0 EPA 524.2 11/15/2002 Toluene 1.4 ug/L 0.5 1000 EPA 524.2 11/15/2002 Total xylenes BRL ug/L 0.5 10000 EPA 524.2 11/15/2002 trans-1,2-Dichloroethene BRL ug/L 0.5 100 EPA 524.2 11/15/2002 trans-1,3-Dichloropropene BRL ug/L 0.5 EPA 524.2 11/15/2002 Trichloroethene BRL ug/L 0.5 5.0 EPA 524.2 11/15/2002 Trichlorofluoromethane BRL ug/L 0.5 EPA 524.2 11/15/2002 Vinyl chloride BRL ug/L 0.5 2.0 EPA 524.2 11/15/2002 Note: Approved By: c, (Lab Director) /t/z,lzco Z Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 Page: 1 CERTIFICATE OF ANALYSIS '' Barnstable County Health Laboratory .... Report Dated: 11/22/2002 Report Prepared For: 11�td Bayberry Building Co. Inc. Order Number: G0218221 Jaques Morin 1597 Falmouth Rd. Suite 4 dt 1, 2 1� Centerville, MA 02632 70�,N OF Laboratory 11)#: 0218221-0 1 Description: Water-Drinldng Water Sample#: 18221 Sampling Location: 2181 Service Rd.,West Barnstable Collected: 11/20/2002 Collected by: Staff Received: 11/20/2002 Test Parameters ITEM RESULT UNITS MCL Method# Tested LAB: Microbiology Total Coiiform 1;, Present's CFU/100mL Absent 307 11/20/2002 Note: Recommended maximum contamination level exceeded due to Coliform Bacteria:; Approved By: (Lab Director) //IZl 4100 z t Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 � �s i�" _ $^` CERTIFICATE OF ANALYSIS ga7e� �10 f 6 Barnstable County Health Laboratory Ilk Report Prepared For: Report Dated: 11/27/2002 yFy�Ty�R� �(/G Bayberry Building Co. Inc. Order Number: G0218259 o�ArT9e�F / Jaques Morin 1597 Falmouth Rd. Suite 4 Centerville, MA 02632 Laboratory ID#: 0218259-01 Description: Water-Drinldng Water Sample#• 18259 Sampling Location: 2181 Service Rd.,West Barnstable Collected: 11/26/2002 Collected by: Konnie Kumb Received: 11/26/2002 Test Parameters ITEM RESULT UNITS MCL Method# Tested LAB: Microbiology Total Coliform 4 Presenter CFU/100mL 0 309 11/26/2002 Note: Recommended maximum contamination level exceeded due to Coliform"Bacteria. Approved By: (Lab Director) i /Z?IZa Z I , k i Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 w f IIIf w.t CERTIFICATE OF ANALYSIS Page: 1 Barnstable County Health Laboratory Report Dated: 12/13/2002 Report Prepared For: Bayberry Building Co. Inc. Order Number: G0218404 Jaques Morin ���d��D 1597 Falmouth Rd. Suite 4 Centerville, MA 02632 pE� 2 G 2002 _ -TABLE Ur nr T � DEP Laboratory ID#: 0218404-01 Description: Water-Drinldng Water vwNEALTHl Sample#: 18404 Sampling Location: 2181 Service Rd., W. Barnstable Collected: 12/11/2002 Collected by: E Meehan Received: 12/11/2002 Test Parameters ITEM RESULT UNITS MCL Method# Tested LAB: Microbiology Total Coliform Present CFU/100mL 0 307 12/11/2002 Note: Recommended maximum contamination level exceeded due to Coliform Bacteria. Approved By: (Lab Director) 12 31z40.07__ i Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 •JUN-27-2002 10:43 15OB3627103 15OB3627106 r.ei Cc UNTY a 3.tIFt -mom m T i�$�bOQ 6 -;.7,—]QO- .T U�d! la M E206f- b . .�1.�.. - -JUN-27-2002 10:43 15OB3627103 l .�zrtn.� r• CERTIFICATE OF ANALYSIS Pagoe: Barnstable County Health Laboratory Rn�prt Prepared For. >sepan Datad: 06fZbIZ002 Ba;ybesry Bat7ding Co Order Numben G0215173 Jaques Morin 300 Bewses way Hyannis, MA 02601 i-AM Nam 0215173-01 D wxr-DeM>ift w.ur Sample#: 15I73 Saasallae o^: =173$errinftad W Bsrinabk MA Cepeeted: 06l18i= 9verAOM olland br: F.Meehan Test Parameters UMEM RESULT VMS MDL MCL Method# Tested LAB:A!lcrobtotoV Total Coliform Absent CFUIIWmL 0 0 PIA ofJl4l10Q2 Note: Water sample meets the remu nmded Hmtts for drIuVwg water of all above tested param t"M Approved By: 0Ab Direetoo 2-6/2100-Z- Superior Court Souse, PO.Box 427, Barnstable, MA 02630 Pb:SW375.6605 -JUN-27-2002 10:43 ISM3627103 15�ib�libS r.es CERTIFICATE OF ANALYSIS Pie: Barnstable County Health Laboratory Report Prepared Fot= depart Detsd; 06fL7rlo0Z Bayberry Building Co Order Number: G0214945 Jaques Morin 300 Bames way Hyamtis, MA 02601 Laborzrto ID#: (�14945-01 DewdRi= Water-Drin"Watw Sample 1. 1494"1 e a LoeaBo : 2173 Serviet Rd..west>mwftble Concreted Mal/I002 "oll"mil b. Edward blee Received 06/t1l1002 Roadne ITEM ROE 1RT. .MDL_ MCL Testes LAB:1CLab Nitrates a0.1 mg/l. 0.1 10 EPA 300.0 06/11A002 LAB.Melals Copper <0.1 mg/L 0.1 13 SM 3111B 06J13la002 Iron 3A mg1L 0.1 03 SM31118 06/13IM Sodium 9 ROL 1.0 20 SM 31118 06/132002 LAB.mimbiology Total Coliform Present PIA 0 Absmt PIA 06111=02 LAB:Phys 01 Chemis/iy Conductance 151 u1nalwGam 1 SPA 120.1 06/11/2002 PIN72 pH-nits 0 EPA 150.1 o6n 112002 Now Maximum coatamination level exceeded due to presence of Coliform Bacteria. Retesting is recommended.Based on the results of the parameters tom,the water is suitable for driuWag but may prevent aesthetic problems(tast%odor,staining)due to Iran. Superior Court House, PO.Box 427, Barnstable, MA 02630 Pb:50&37S.6605 JLQ -Zl-mod 10:4.3 15bH36z7103 1t�M.1bZ1'1b.3 V.104 qT CERTIFICATE OF ANALYSIS Page: 2 Barnstable County Health Laboratory RepReport Prepared For: e�w�S ��� Bayberry Building Co Order Number: G0214945 Jaques Morin 300 Bearses Way Hyannis, MA 02601 Laboratory m#: 0214945-02 Affiglam WnW-DrhUog Weeer Sample 4: 2173 Service Sa�mntigg LocagQn: 2173 Service Rd,Weal BUDSObie Celle"a OWII/2002 oDneckd >y-. Edward Mee Received OWiIMM EPA 302.2- Volatile OVmIes by Pm/ECLD ITEM RESULT _.UNM.- MDL M L Meth° pDAM LA&GCL4A 1,111,Z1Tetmddoroetbane BRL VA OS EPA SUL2 06aVZ002 1,1,1-Triebbreethane BRL Ws L os 200 EPA SM2 004A ooz 1,1,2,2-Tetmddoroetbane BRL VOL os EPA 5022 CUM= 1,1,2-TrieworoetLaue BRL 1*1 0.5 5.0 EPA 507.2 06rM002 1,1-Dicbloroed=e BRL V. 0.5 EPA S02s 0624n002 1,1-Dichloroetbene BRL 111A 0.5 7.0 EPA SMI 06/14aOM 1,1 Dichloroprepene BRL VZL 0.5 EPA 5022 Ofia4R002 1,2,3-Trieblorobennue m VOL os EPA 502.2 0624fAM 1,2,3-Tricbloropropane BRL Uli. 0s EPA Sou 06a MM 1,Z,4-Trieblorobenzene BRL UWL 0.5 70 EPA 5022 0612412002 1,24-Trimethylben ime BRL aglL 0.5 EPA 5012 OWZ417002 1,2-Dibromo-3-chloroprw BRL Ua 0s EPA502.2 06124002 1,2-Dibromoetbane(EDB) BRL UA 0.5 EPA 502.2 00412002 1,2 Dichlorobenzene BRL WJt- 0.5 600 EPA 5022 06r24noo2 IA-Dicbloroethane BRL UVL 0.5 5.0 EPA 502.2 0Wz4rmM 1,2 Dichloropropane BRL VWL 0.5 EPA SM 2 OW U M2 1,3,5-Trimetbylbenzene BRL VWL 0.5 EPA 502.2 06a4aOM 1,3-Dichlorobenzene BRL 954- 0.5 EPA 507-2 06a4 M 1,3-1)ichlaropropane BRL UWL 0.5 EPA5m2 06A4D= IA-Dichlerobenzene BRL UA 0.5 5.0 EPA 5022 004120M 2,2-Dichloropropane BRL off►. 0s EPA 502.E 06a4aom 2-Chlorotoluene BRL VdL os EPA 5022 06=002 4-Chlorotolumme BRL UWL 0.5 EPA 5022 06r14r= Superior Court House, PO.Box 427, Barnstable, MA 0200 Pb:508-375-6605 JLIN-27-2002 10:44 15083627103 15btf3b�'l1f5 3 r f Page: 3 PEI CERTIFICATE t.IF ANALYSIS Barnstable County Health Laboratory art Pre red For: ftPort Dated. O6/27l2002 Baybem Building� Order Number:_ G0214945 Jaques Morin 300 Hearses Way Hya>mis, MA 02601 Laborat� 0214945-02 Rmse on: water-Driaw8 water Sample#'- Z173 Servke jazone Ural: 1v3 Servlee Pd wew Bu=fttae Recel w 06nir208Z eedved 06/t1/i0O2 ^.ofleMd by: EOWWd Ales BeDzene BRL 0.5 5.0 EPA SMI 0604/2002 Bromobenzene BRL ng/i. . 0-5 EPA S= OWV2002 BromaMoromethane BRL UgJL 0.3 EPA 5022 o6IA M2 Bromodiddoromethsne BRL VL 0.5 EPA So22 O6R4M $rplgOform BRL VEIL 0.5 EPA 502.2 06a4aOM Bromomethane $RL UWL 0.5 EPA 5022 O644l2002 Carbon tetrachloride BRL POL. OS 5.0 EPA 5022 GW4/2002 Chlorobenzene BRL 4L 0.5 100 EPA 5022 OMIM ooz Chloroetbane MM UA 03 EPA SM 2 QW41M002 Chloroform lA UdL 0.5 EPA 502.2 0624r2= Chloromethan BRL UVL 0•5 EPA 5022 06Q42002 cis-1,2-Diebloroethene BRL UW1 0.5 70 EPA 5022 0fiallf 02 cis-1,3 Dichloropropene BRL � 0.5 EPA soz.z obR4naaz Dibromochloramethme BRL �- 0 5 EPa sail z 06n4t Dibromomethane BRL GWL 0.5 EPA 5022 O6R4R00Z pichloroditluoromethane BRL U91L 0•5 EPA 502-2 06l24l200Z Ethylbewme BRL Usti 0s 700 EPA=2 06l24=02 Hesaddorebutadiene BRL VWL 0s EPA$022 06BAl2= Isopropylbenzene BRL Usti 03 EPA 502.2 o6a4R002 Methyl tart butyl ether BRL uWL 2.0 EPA 5022 06/24r2002 Methylene chloride BILL VA 0.5 5.0 EPA 5022 0&24na02 u-Butylbenzene BRL usn. 0.5 EPA 50u 06MOM D-Propylbenzene BRL U911- 0.5 EPA 5W 05=002 Naphthalene BRL ug/L 1.0 EPA 502.2 06124/20M p-bopropyholuene ML UP- 0-5 EPA 5021 004120M SMBatylbenzene ML USPL 0.5 EPA 5M2 06124120M styrene BRL U90L as 100 EPA$02.2 Ofir 2002 Superior Court House, PO.Bu 427, Barnstable, MA 02630 Pb:SM37S-66M JUN-21,7-2002 10:44 15083627103 ittsb�rin3 r.�u f u b CERTIFICATE OF ANALYSIS Page: 4 r. Barnstable County Health Laboratory Report Prepared FeE. Repart Dated: 06l27lMM Bayberry Building Co Order Number. G0214M Jaques Morin 300 Hearses Way Hyannis, MA 02601 Laboratory 1D#: 0214945-02 Dneriy&a., Water-Drinking Water Sample ft• 2173 Service SampEtar London: 2173 Service Rd..Weat BarmOeble Collected 06111r= a cied by: Edward Mee Received 064ir OI tartButylbenzeeue BRL UWL 0.5 EPA sat2 604120M TetrachIomethene BRL eSJL 0.5 5.0 EPA 5022 06442002 Toluene 1.4 ug/L 0.5 1000 EPA 502.2 004/2002 Total aylenes BRL OWL 0.5 k0000 EPA 502.2 06a4= trans-1,2-Dichloroethene BRL 0.5 100 VA 5022 00242002 trans-1,3-Dichloropropene BRL 0.5 EPA R 2 Ohara= Trichloroethene BRL t /t. 0.5 5,0 EPA 502.2 00412002 Trieblorotluoromethane ML OWL 0.5 EPA 5022 06n4RA02 Vinyl cbloride HRL UWL 0.5 2.0 EPA 5022 0W4n002 Note: Approved By; (Lab ditrxtor) Gs fZ��Zoa2.. Superior Court House, PO.Box 427, Barnstable, IVIA 02630 Ph:SW37"605 TOTAL P.06 I ' CERTIFICATE OF ANALYSIS =' Y� RECEIv ' - Barnstable� County Health Laboratory D E t; 2 6 2002 Report Prepared For: Report Dated: 12/23/2002 / Bayberry Building Co.Inc. Order Number: GQ2,185ZIsARNSTABLE Jaques Morin HEALTH DEPT. 1597 Falmouth Rd. Suite 4 Centerville, MA 02632 Laboratory ID#: 0218521-01 Description: Water-Drinldng Water Sample#: 18521 Sampling Location: 2181 Service Rd.,West Barnstable Collected: 12/20/2002 Collected by: Leonard Sals Retest Received: 12/20/2002 Test Parameters ITEM RESULT UNITS MCL Method# Tested LAB: Microbiology Total Coliform Present CFU/1oomL 0 309 12/20/2002 Note: Recommended maximum contamination level exceeded due to Coliform Bacteria. Approved By: (Lab Director) /Z/Z3/ZaoZ { i s Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 I Page, CERTIFICATE OF ANALYSIS iL Mi s�^s Barnstable County Health Laboratory �Ssir:Hu Report Dated: 5/19/2003 Report Prepared For: Bayberry Building Co.Inc. Order Number: G0319771 Jaques Morin 1597 Falmouth Rd. Suite 4 Centerville, MA 02632 Laboratory ID#: 0319771-01 Description: Water-Drinidng Water Sample#: 19771 Sampling Location 2181 Service Rd.West Barnstable Collected: 5/15/2003 Collected by: J Morin Received: 5/15/2003 Test Parameters ITEM RESULT UNITS MCL Method# Tested LAB: Microbiology Total CoIiform Present' CFU/100n,L ,absent 309 5/15/2003 Approved By: (Lab Director) R2Cf" E0D A5CEvj,7NS,0TH3 B�-E Superior Court House, PO.Boa 427, Barnstable, MA 02630 Ph: 508-375-6605 SC`Ui•±NA�'t� Page. CERTIFICATE OF ANALYSIS 1 lrs , r' Barnstable County Health Laboratory Resort Preuared For: Report Dated: 6/13/2003 Bayberry Building Co Order Number: G0320233 Jaques Morin 300 Beaises Way Hyannis, MA 02601 Laboratory ID#: 0320233-01 Description: Water-Drinldng Water Sample#: 20233 Sampling Location: 2181 Service Rd.,West Barnstable Collected: 6/10/2003 Collected by: JM Received: 6/10/2003 Test Parameters ITEM RESULT UNITS MDL MCL Method# Tested LAB: Microbiology Total Coliform Absent P/A 0 Absent P/A 6/10/2003 Approved By: IV (Lab Director) �3 0 RECU.' L JUN 17 2003 TOWN Or HEA: a Superior Court House, PO.Bog 427, Barnstable, MA 02630 Ph: 508-375-6605 i CERTIFICATE OF ANALYSIS Page. Barnstable County Health Laboratory Report Dated: 6/13/2003 Report Prepared For: Bayberry Building Co Order Number: G0320233 Jaques Morin 300 Bearses Way Hyannis, MA 02601 Laboratory ID#: 0320233-01 Description: Water-Drinldng Water Sample#: 20233 Sampling Location: 2181 Service Rd.,West Barnstable Collected: 6/10/2003 Collected by: JM Received: 6/10/2003 Test Parameters ITEM RESULT UNITS MDL MCL Method# Tested LAB: Microbiology Total Coliform Absent P/A 0 Absent P/A 6/10/2003 Approved By: (Lab Director) /3 0 Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph:508-375-6605 CERTIFICATE OF ANALYSIS Page: 1 }& � Barnstable County Health Laboratory Report Prepared For: Report Dated: 11/20/2002 Bayberry Building Co.Inc. Order Number: G0218087 Jaques Morin 1597 Falmouth Rd. Suite 4 Centerville, MA 02632 Laboratory ID#: 0218087-01 Description: Water-Drinldng Water tion etvaee Rd W Barnstable MA Collected: 11/06/2002 Sample#: 1908701 Sampling Loca I.�� ollected by: E Meehan Received: 11/07/2002 Routine ITEM RESULT UNITS MDL MCL Method# Tested LAB:IC Lab Nitrates 0.14 mg/L 0.1 10 EPA 300.0 11/08/2002 LAB:Metals Copper <0.1 tng1L 0.1 1.3 SM 3111B 11/12/2002 Iron 1.8 mg/L 0.1 0.3 SM 3111B 11/12/2002 Sodium 27 mg/L 1.0 20 SM 311113 11/12/2002 LAB:Microbiology Total Coliform Positive P/A 0 Absent 309 11/07/2002 LAB: Physical Chemistry Conductance 232 umohs/crn 1 EPA 120.1 11/07/2002 pH 6.8 pH-units 0.1 EPA 150.1 11/07/2002 Note: Recommended maximum contamination level exceeded due to Coliform Bacteria.Retesting is recommended.Sodium levels are higher than average.Clients on a low sodium diet may wish to contact a physician.Water may present taste,odor,staining due to Iron. Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph:508-375-6605 Y � a Page. 2 CERTIFICATE OF ANALYSIS 4 `a Barnstable County Health Laboratory Report Prepared For: Report Dated: 11/20/2002 Bayberry Building Co.Inc. Order Number: G0218087 Jaques Morin 1597 Falmouth Rd. Suite 4 Centerville, MA 02632 Laboratory 11)#: 0218087-02 Description: Water-Drinking Water Sample#: M567 568 Sampling Location: 2181 Service Rd W Barnstable MA Collected: 11/06/2002 ollected by: E Meehan Received: 1 110 7/20 0 2 EPA 524.2- Volatile Organics by GUMS ITEM RESULT UNITS MDL MCL Method# Tested LAB: GUMS 1,1,1,2-Tetrachloroethane BRL ug/L, 0.5 EPA 524.2 11/15/2002 1,1,1-Trichloroethane BRL ug/L 0.5 200 EPA 5242 11/15/2002 1,1,2,2-Tetrachloroethane BRL ug/L 0.5 EPA 524.2 11/15/2002 1,1,2-Trichloroethane BRL ug/L 0.5 5.0 EPA 524.2 11/15/2002 1,1-Dichloroethane BRL ug/L 0.5 EPA 524.2 11/15/2002 1,1-Dichloroethene BRL ug/L 0.5 7.0 EPA 524.2 11/15/2002 1,1-Dichloropropene BRL ug/L 0.5 EPA 524.2 11/15/2002 1,2,3-Trichlorobenzene BRL ug/L 0.5 EPA 524.2 11/15/2002 1,2,3-Trichloropropane BRL ug/L 0.5 EPA 524.2 11/15/2002 1,2,4-Trichlorobenzene BRL ug/L 0.5 70 EPA 524.2 11/15/2002 1,2,4-Trimethylbenzene BRL ug/L 0.5 EPA 5242 11/15/2002 1,2-Dibromo-3-chloropropan BRL ug/L 0.5 EPA 524.2 11/15/2002 1,2-Dibromoethane(EDB) BRL ug/L 0.5 EPA 524.2 11/15/2002 1,2-Dichlorobenzene BRL ug/L 0.5 600 EPA 524.2 11/15/2002 1,2-Dichloroethane BRL ug/L 0.5 5.0 EPA 524.2 11/15/2002 1,2-Dichloropropane BRL ug/L 0.5 EPA 524.2 11/15/2002 1,3,5-Trimethylbenzene BRL ug/L 0.5 EPA 524.2 11/15/2002 1,3-Dichlorobenzene BRL ug/L 0.5 EPA 524.2 11/15/2002 1,3-Dichloropropane BRL ug/L 0.5 EPA 5242 11/15/2002 1,4-Dichlorobenzene BRL ug/L 0.5 5.0 EPA 5242 11/15/2002 2,2-Dichloropropane BRL ug/L 0.5 EPA 524.2 11/15/2002 2-Chlorotoluene BRL ug/L 0.5 EPA 524.2 11/15/2002 4-Chlorotoluene BRL ug/L 0s EPA 524.2 11/15/2002 Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 f . • �Q1r�: r CERTIFICATE OF ANALYSIS Page: 3 4 Barnstable County Health Laboratory Report Prepared For: Report Dated: 11/20/2002 Bayberry Building Co.Inc. Order Number: G0218087 Jaques Morin 1597 Falmouth Rd. Suite 4 Centerville, MA 02632 Laboratory ID#: 0218087-02 Description: Water-Drinking Water Sample#: M567 568 Sampling Location: 2181 Service Rd W Barnstable MA Collected: 11/06/2002 ollected by: E Meehan Received: 11/07/2002 Benzene BRL ug/L 0.5 5.0 EPA 524.2 11/15/2002 Bromobenzene BRL ug/L 0.5 EPA 524.2 11/15/2002 Bromochloromethane BRL ug/1. 0.5 EPA 524.2 11/15/2002 Bromodichloromethane BRL ug/L 0.5 EPA 524.2 11/15/2002 Bromoform BRL ug/L 0.5 EPA 524.2 11/15/2002 Bromomethane BRL ug/L 0.5 EPA 524.2 11/15/2002 Carbon tetrachloride BRL ug/L 0.5 5.0 EPA 524.2 11/15/2002 Chlorobenzene BRL ug/L 0.5 100 EPA 524.2 11/15/2002 Chloroethane BRL ug/L 0.5 EPA 524.2 11/15/2002 Chloroform 41 ug/L 0.5 EPA 524.2 11/15/2002 Chloromethane BRL ug/L 0.5 EPA 524.2 11/15/2002 cis-1,2-Dichloroethene BRL ug/L 0.5 70 EPA 524.2 11/15/2002 cis-1,3-Dichloropropene BRL ug/L 0.5 EPA 524.2 11/15/2002 Dibromochloromethane BRL ug/L 0.5 EPA 524.2 11/15/2002 Dibromomethane BRL ug/L 0.5 EPA 524.2 11/15/2002 Dichlorodifluoromethane BRL ug/L 0.5 EPA 524.2 11/15/2002 Ethylbenzene BRL ug/L 0.5 700 EPA 524.2 11/15/2002 Hexachlorobutadiene BRL ug/L 0.5 EPA 524.2 11/15/2002 Isopropylbenzene BRL ug/L 0.5 EPA 524.2 11/15/2002 Methyl-tert-butyl ether BRL ug/L 2.0 EPA 524.2 11/15/2002 Methylene chloride BRL ug/L 0.5 5.0 EPA 524.2 11/15/2002 n-Butylbenzene BRL ug/L 0.5 EPA 524.2 11/15/2002 n-Propylbenzene BRL ug/l. 0.5 EPA 524.2 11/15/2002 Naphthalene BRL ug/L 0.5 EPA 524.2 11/15/2002 p-Isopropyltoluene BRL ug/L 0.5 EPA 524.2 11/15/2002 sec-Butylbenzene BRL ug/L 0.5 EPA 524.2 11/15/2002 Styrene BRL ug/L 0.5 100 EPA 524.2 11/15/2002 Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 f -�r-7 -- --- BOARD OF HEALTH TOWN OF BARNSTABLE Application for lVell Conotructionpermit Application.is hereby made for a permit t Construct ( Alter ( ), or Repair ( )an individual Well at: Location — Address Assessors Map and Parcel — Owner Address Installer — Driller Address Type o ui ing Dwelli -------------------- Other - Typ e of Building-=- --- No. of Persons-------------- - --- Type of Well— p1� Capacity Purpose of Well--- Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation until a Certificate of Compliance has been issued by the Board of Health. `7 Signed �- -- ----- Application Approved By =` -----—-— - U tete-- -- date Application Disapproved for the following reasons: date Permit Now - — Issued—� z date BOARD OF HEALTH TOWN OF BARNSTABLE (tertif icate ®f (Compliance THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired ( ) by— — — - --— — ---— -- — Installer has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. �Oa=-�Z-Dated s/7{" ____ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE---- - ___ Inspector---------- --------------- No.- --- ----- i l Fee- -- --------" BOARD OF HEALTH TOWN OF BARNSTABLE Zipp[icat ion-for Velr Cootructionperm t Application is hereby made fora permit t9 Construct ( Alter ( ), or Repair ( )an individual Well at: F Location — Add Assessors Map and Paicel PO4f'z _-�, 11'� •t� —_ Owner Address -Installer — Driller--, J /Address Type �Bui13n1� Other - Type of Building----------- No. of Persons-----------------------___-- Type of Well— zX� — Capacity --------------- Purpose of Well — Agreement.: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to place the well in operation until a Certificate .of Compliance has been issued by the Board of Health. Signed te L Application Approved By /1")-== = -------'--- a,- W)6a,j - --- date Applicaticn Disapproved for the following reasons: --------- _ —_ — date Permit No. — Issued-- "` — --- - -------- — —date BOARD ,OF HEALTH TOWN OF BARNSTABLE C ertif Irate ®f Com0foure THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired ( ) by--- — --- --- -- - -------------- -------- --- Installer L at /},,cp o//1 / �------- --- -- "'has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. k\-9k02.:5-7-Dated--9jc-�----- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE--_-- _ Inspector------------___�- --------____-- BOARD OF HEALTH TOWN OF BARNSTABLE Yell Cootruct ion Permit No. �N'°�U U - S 7 Fee- Permission is hereby granted -- -- ---------------to Construct /, Alter ( ), or Repair ( ) an Individual ell at. -------------------------------------- Stry t as shown on the application for a Well Construction Permit No.- ►ti v U -S 7 — Dated-- D DATE _7/�Z - Board of Health — —. II�� { �J TOWN OF_BA_RNSTABLE LOCATIONG t D YV�Ce. 1'VJ SEWAGE # U 20 ,�� VII.LAGE ASSESSOR'S MAP T INSTALLER'S NAME&PHONE NOR 01n SEPTIC TTXK*MCW O O O LEACHING FACILE Y: (type) d 6cev, 4 M ize) NO.OF BEDROOMS pp BUILDER OR OWNER PERMITDATE:`�bC- Ib COMPLIANCE DATE: O L Separation Distance Between the: Maximum Adjusted Groundwater Table to the 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) P-Feet -*` Furnished by =� S 13 - A �tP . 3 37 �� ? No Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: es PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Zipprication for Zigonl *pgtem Construction Vermtt Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. As s Map/Pazcel 2 -02 Installer's Nazne,Address,and Tel.No. �: �CIV.� Designer's Name and Tel.No. � I Cv 11-T5a C, Type of Building: Dwelling No.of Bedrooms 3 Lot Size li:?, sq. ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 3&b gallons per day. Calculated daily flow gallons. Plan Date 2— , Number of sheets Revision Date Title Size of SSe-p'c Tank -S r Type of S.A.S. 2 �O 0 Description of Soil 2 Se,, Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agr%issby re the construction and maintenance of the afore described on-site sewage disposal system in accordance with the proTitle 5 of the Environmental d and n t to plac�the system. in operation until a Certifi- cate of Compliance has be this Board of He 1t J .j�'�n� (� Signe gate- Application -Approved Date 7 Application Disapproved or t e following reasons Permit No. S3 Date Issued No.'r � !. s •,,• 3 "7�9r s '+ . a.,,. Fee—F THE COMMONWEALTH;,OF M�SSACHU$ETTS, Entered inpcgmputer: � I PUBLIC HEALTH DIVISION-�-TOWN OF BARNSTABLE, MASSACHUSETTS es 3ppfication for Di5pogaf *pgtem Construction Permit Application fora Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. p �'� Owner's Name,Address and Tel.No. r -2-f© / c�O y- S /Vl Oro Asses//so 's Map/Pazcel ,t 1 -0 2., t 1,9 r t Installer's Name,Address,and Tel.No. V. - Designer's N e,Address and Tel.No. Cc�nS -fin /ISSa c. Z - y ,Type of Building: Dwelling No.-of Bedrooms J Lot Size ' -7 3S sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( )_ 4 ? Other Fixtures i Design Flow gallons per day. Calculated daily flow " gallons. Plan Date Number of sheets Revision Date Title y �4 U i�r! Cac.+•bca � Size of Se c Tank^^ Type of S.A.S. Description of foilS�„� b / )J S P y 1 j Nature of Repairs or Alterations(Answer when applicable) Date last inspected: 1 Agreement: The undersigned agre s to Lnsurethe construction and maintenance of the afore described on-site sewage disposal system in accordance with the provist se 5 of the Environmental de and not to p ac he system in operation until a Certifi- cate of Compliance has been issuhis Board of He`th. �_ �•. k VI, O_C Signed` - eate Application Approved 3�b Date / Application Disapproved or t following reasons Permit No.` "�_Cl�l ( 1 �3 Date Issued ——————————------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed)Repaired ( )Upgraded( ) Abandoned( )by at Z U S ���/�LE 2� , l.J � C��51 A i�� has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. c-AL'O ~ )53 /dated �h Z Installer Designer The issuance of this permit shall not be construed as a guarantee that the system will unction 4s•designed: ( �'l Date '7! !� �l'7"7 Inspector i `Y.n. -y No. i��. / !/S ---Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE., MASSACHUSETTS ioogarpgtetrt Congtruction Vermcit Permission is hereby granted to Construct( Repair( )Upgrade( )Abandon( ) System located at ►2 x d C,a psy- r^ Y 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. Provided:Construction must be completed within three years of the date of this permit. Date: -�/G�a/ Approved by �� 5 ii S. SC � / / '• i x Ix Pr Cam„ r x � r J r{ ■■/ - ■.tom 4 ■■■ram! �raMia ■ri fM OEMno! �ii■rl ,�iwt�f " ` t �f■ '� " �.;���� ��""r'��t : � t�_ of �`�•■ 7r 7 .4 r S � i _ N �s ii 'i. iC I' � l � �♦ i. f-F 3. 4....2.1..1. .,S+ji •Y i f `y S ,Kz h %/l�Rl<R to In - IC�l1• y . �RRAa�Girii`iriR1R1</�._� �Ir�1: .� r F �R�IRw ,:ll� �l�.�� bra`e. _:�•1,...„ ti Lr\4 "Z k r � xJ < ../,fit• w"�c'•''a^.N',;i: i ��� GvsY tir 3 ; a { - �+� Ott•. _.+_ 4 r MKI —'Mll END,AID So man vol An: Et ] jr C' � son NINE w r�- •� +sy uE � s J�1 i Y r tl• X �y }�! s � ._,..�;EY.i,, �rrr�i/ lrrYM1 P.RwA �-�-� � � '� � -• ,, Y Ia�a�l a�tttttniNalN��tat/oaaaal�a a�R ��f 1 S'.;°a: r1 jy r� �e � wtwwlo if lr ilo ..ws� ■�• +Iwri.�.+.. ��� �Z® auo�o �.r _ � h- :�i� / . �. ', tartar t�.OF:crrr��..if�l�,aaaalta•�aataaol� .wane trts r a I gotRon III s n�laaaanaaaaaat�a .�rsrrnw� fYtrYr rY litx, ��, � Ja•"at M Ch 1' a'NI�O � �,�D w�111tIY�lattY�i "-f B. a ai f� J K �7M 1 p m >n," w' .'°�. +ttN'4 - .F'' -•• -i;,ems '' 77 {�7qq e K ri�'�' ("•'^�py�... ex, c' :`.e. :�;, - ' -`fit, �.:.:': :..;.: ... .... ..:: -::.- "t' k' .xr: -.�. .. •� � ... - \3,yR.N".� _..__ _.:� N -}4w.. _,•_�_..__.�- . .._...:.,:�w � ,�_-,_ _ � '�si � a;,: .._, .. -._.. ,..,.. ... _. ..,.. :- .. -`��.,� u��' — 5 'r".4Y�,T•-v .,:a 4 tE a' 3. ^!av_ .: ..t, .. -r. 'f,:j '::r, ..,.:_ ''Ur.:�, e. ��. 'r-.r��'a'sa >. .��' ..:�. sa+'�.._�� �:t�-''S�e•',�" arcz - < � � f - Of - ------------ - Access- and UtM )e" - Vo _ - - `, !- Ifs c \ , :401 �, _ r r. J yt r. . _, .... '�� ~'�`- ' .� ��� Ids ! $�� �. 'bp .�.�'• ROUIE 9' ti OT — IrAL14— '. .�. w r — i ry tar r -- sr XAP c _ ,�.,. „ g ., _„� `•,� .may �' - \, - .\`..�` ., �' -.A � ♦-� .. {. � y - i { 90 . i x �. ...t .. \r -80 � f �68 1 tic kAJ 64 , . .� .ids. ...�,•3 ', "•. ....:'.: ::', ,. \ +y..� `.. �y ..J <..' � . 4 ! ) CWYS i^9f7 ris — � '¢ 1,32 .l. n v" ¢kr ` 4 r TIT _zv, 7 a ! .., .. F �r Pa�astr�n y _ , , Top FOUND. Er — � + v �",_ "' 4 b t*_ -} ¢ '._•.. i Q Zj S ap 1 . Pre �y 1+j j j• {.r L�12C�1 �rst.{lri./1 h St ' •, .' ,r__._.___..,.,., YJA'� 71GS•l�' Cpy� f4n ^- i 2" Il'r�sbed Cruse !3l',te - A` ✓ _ r .. ; r � PRE�'C,)��'E,D 5 A.A. S. TRENCH ,S,ECT'ON . '�r � t, v -_��' ___ ._ 1 Y f • , �„� try,4,- �7� �;-,,`s o� 9 � # i, �.a, _,� �� r� �, : f r 11 - - '48x4 LlyttRM �� INV. El, �t�. of 13"83'41i�S` 1 INV, EL- (_ - -- Cis _ t _ i�''`e�. cif 1��� Cr1a���?� .Pr c:#� tr�f�ers _ � > r. e }, _� s \ C1TI",IFCIFZ ' CON _• F T yj' wVe 8 e o}� _ ,,.,..,,w- I e \ 1500 GALLON PRECAST RE1{+1FORM CONCRETE SEPTIC, TANK R��' �' ��` INSTALL ON A LEVEL SASE I,Altl1liAuiA CANS IRLfIG7N htA7FRlA1.5 t 310Et 1'S.26(�►) xrr _ TY MINIMUM WALL_ Ti0CKNE.SS 2 RNY 1'�a` �� � ,S(176 M � _: m d l� .r N(" ,S B�'�YC�.t 23 ME OUTER ,,PE- 1�.t e�®� �' ��tJ . 1r11t+ MUM INSIDE O MEN.SION = i 2 SHALL E)CiEl�MD A V1 4F I ASM r LW ��.♦ 0Ci'7 r PBRT�'OL1 YWRL9s REQ.:V 1? _ �--" r_, a dl 0!: ME 5BP71C T/iNIC AND OM ;CE�11fl 1. L1F 1NE OUTLET INYn?S SHALL BE EQUAL 'TO EACH I �' - es ,� ,• f TANK LOCJ1'1D !�lRECTtY IINER TFti~ CLEAN--oU1 w I!VLET ,klfEft 1g11 ,. w F' N �- -' Ac 2 - �, SEP71C AN OTHER AND AT 2' lwtEi"IMUIvt BELT �.}, C $ 116 fl MANHCfI.E. .�A.: s WA( OR "C =R < 1� NZY, Rt �.;, �� prop . 1 8 p 106 WATER THE '.?ISTR!8!_!7IQN 1NES FROM ?HE NSTRIeLlTi:� �c�x ,St�B '�' t��' � -'''`- & :::':: ___ -�, . oged �t TOWER FL HILL RO, a . SHALL ALL HAVE E�Lf�aL t1 ' E:R S ?+5 a�ET'EPIWKIF;7 BY FLOOD114G 1� ''�!�' \ f F tares' I �1W HST I` I �. Alai K 00 '� +'�^'_- '.r NM ,� .. 'THE ..r -'♦jam- yi� Irf(ORRE THAN 3" AE!{311£ 'R Ni11ERT EtE�P/�'tlDh (1F 1 THE DISTRIB+�?lGrt R�3, t' tic �e�G�t'� t�F �+� , a �!�iSTit}L� LINE iNVFir'T AI TER At,L i_INES 3 Avgt. t`s ca iti ?LACE, �~ / ` ` 4 ' INVERT ADJUSTMENTS SHALL BE MADE ';t, ILUNG El+i!TI! DURABLE. �• _ — AND NON-0£FORMAOLC MATERIAL PERMANENT Y FA7TEND TO 7HE � - � �, _ 1'�01 *+ 104 � �✓0 T AM "i!N!E TD GRADE LINE OR REC��1tiLMTRL�CT!NG TWE Lit?ES UNTIL , L ;�vvERTE .� iE c; �'t' Q 'rr :^:::::: — ^ _ 0 WE LAKE ET l Sf.PTlC TAW SNALS. 8E tT.ALl, i ' -' 11fCE - -�►.� -.. ,.. �� ��-' ��.-... I Lit �,�.. ON A LE1ffL S7JIDt.E 8A' 1HAT HAS �` EQUAL ELEVATION. .�- _ COWACCM AND Oft M > ! 5'a( or Stt D - too <14 .�.,� ° _ 77NG `:: 98� - _ _ 98 � _ .. ..-�'" _ � _ .�: IOCIlS MAT:' S �, t?4tJ' MAS N Pt,ACaED 1 O S'!'/1611.t f 1/ ANp Ml 11ENZ11 9 - -- - 9 LOT SETTUM ft SEM TAW SHAD HAVE A 1rOiq" O OF V" 1`tOtv': gg�}t 106 . � � _ T� ( \ ' ill`' ..`'+ iq;�>M,. ,� ,.• � 86 1t#t 24Y M W{. �►BLI: Six,uld soils be encountered during sewage system installation that are _ COVERS of ¢twulik- .:. 1tw1N ACC not(vrisistent with soil to contact the desi er and/or your local - y 1 /` 1Q` , c i �� 15Q� cr, 92 , 8 .0 PORIS7�IE AND Houittt Department before proceeding. ' / r ` ,' OMETMr ,/ / d + / f / ' (} i''/;�', f"k 12 fi n"'- • 1 / b « / r' OUTLET tE 5M141 L BE. WPM r1A H GAS SAME. r , r jej;o '� �. / � � / 3� I 8 f � ,i $r�p � ^BQ �'a big t � ✓ yJ.F r' ✓'" ' r,r. A./•!/ s 1 '4...,.Pjd , .`N I 'V •� wV( ���1 7yT� LQa{d \\ i 1 !r y / ! t.da Y q ` '` \ s 1 r94 -;- � - ."'-` ��, ,r ..- . ..• �i•��"U,�`�Bd •,- # "'" o, •ems � -" f �-- �, �� �.' � � 1 0 t_ z , r� 88EF !/ / ,' � ¢ 83' / 9 General Construction Notes - ode 5 the Town of _ - A .-- . . ;/ g F. ,-0ss a; 8` _ y° - _ 8 / - - - � 0 � } l All the workmanship and materials shall conform to D.E.F. Tide and111 _ cc ! ' _ - J .. � ^, TO i / r _3 7 Ir Barnstable riles and regulations for the subsurface disposal of sewage. Rea - 2. At least one access port over tank tees shalt' be accessible within 6 inches of finish grade, Ile 8 r - i 8 _ w 14 _ -80 �`� - ` 1.. _ / ! J with any remaining access ports brought to within i2 inches of finish grade. to l ;}.. ,', f _ ^* _ . , -- - --- bnp 0.- / I8 / y+ ._ ! / !, l !•„� f I i,d f'^' {/ ` ' r 3. All components of the sanitary system shall be capable of withstanding H-lO loading Sa '- r�e�e _ -8Q eye f 15.0.1�t + �� 1 ! /t f Lt 1 ✓ piJ ry w 1 • -- /`�/ / _ fJJ unless they are under or within 10 feet of drives or parking. H 2O loading shad be used "�% '-t Z.1 fr r under or within 10 feet of drives or kin unless noted. I "" - _ - ~ ._ _ / , '? 70 I t o T' �+1d"L'k7wa �. r S�24. Z �t r E 74 r 64 xcavator/contractor shall verify the location of all site utilities prior to any 4. Thee fY R..L .�4•U � //!/"Y ` f��"'' °'f s ,,,, ., `" 1 ! / � ; SAS excavation. o A a ,_ , 10-4I. s1 4% e.iy Se 5. Sewer pipes shall be 4-inch Schedule 40 PVC laid at 0.02 slope. -g z,s ct #" L- '' '�, i r Den too ' •' Z�;,— 1'►#r T "..._,.... ; ....... '�S'�l 8 .A /f f / .,. .! «"• 1 I, l�r� 1`" " Ir, 6. Any masonry units used to bring covers to grade shall be mortared in place. S"-- Win► � i �a eut / 7e p'; T A� t er.nt r ! LJOf f BIZ" t �,,►v a c - - -- �-- il� � Tx� �' �� _ � 8 F-� ';'" a � � �9� 7. Finish grade shall have a minimum slope of().02 feet per•foot. - 1 , +� _ s - , - Zone District.- . r i�p Overlay District. GP ./' lez t 66 t ,; ,' 'E Building Sotback:�. yQalch Front s30' # NO I , Side 15 SOIL 08SERVATION DATA: "�``�"�`� 003" DATA: � etn^ttE t �. .._... . �L �, { r fJ x'j� /�,V� �,_��•j 4.A`: +`,t- w ` y' '':.a.i 1'�1,.JM4 D&ta: Zone �'4•/ " S TRU r L71 C �y�-�- ,SST DATE tt`�~'a-'S o' T{l E '40. I?;�3t?t�OMS ty'r$PSAGE f74SPk%A:_ DESIGN F1,0W ME SOIL EVALUATOR e a 11 a Prepared Fobr, e= � .� a c c.~ SI �►Tc ANC PERC/RATE - - ! _ Y y r L.EACC QNC I^ACIL.,1 Y \ a j t £ Phis �i w ......gym_.,..»....,. -..,.,.•,.-,.. ' > i . l -- 'i^ +�GaGT. p� ,+7I 6 • r x, t't� �°�t r G.. t H -Z N `� :, .; epberr �»le And Associates . Ote.' 4,2 Ca.,terbujry �e R "6 zr �'Izls plan is .:9 .�e visraxl to the , xte d trx _. Plan of Lam West Barnsta bde, 1 A Prepared for s trs,i�<,cn, ' ' I _ Bayberry Bu%din CompanyDepicting Lot __A__ , Dated- 02,1,2d1 "D1 .Revised--0 5/1 61 10 2 it :. Asasessors U ' ��fQ FAA�` � P77t31V St' f, t - . , �YFhA:v ,. r., ».. ,-,*;M.. ,e. .r dr'''s;:1.kn, .,,n+hs.4wk.eY6Wts•.w`R' a _ ..n,.-. " • 7 77, $ f1 v ... , .. :.. ., d. .. �` ' a 3u.`in. .: r. :.....-, re. _'w. P+' .. ..,.i.. ..Y• "^I -,. -,_;::, ,._... ci M s• .i Fh":_ ,*.;+4. ,aC,L ak.*..a,* .: . �'T' >v".,�'Kb'fY,' -vs.-:,.. '3^',�°^re^ G d�sk d t,5 11 '..J,:S:i°'=t.;,h,rM-'�.•.� �+ }.a r,.. +�1"., `.:y - :. i . 4, pi .. .♦: K `X2.;;w * ,- -4- T117 -� a " of IA8 11R" Peas4orl,9 • TOP FW.1NQ w1 9 4 W .�' ..✓ _ ` _ill- �� . ._ .. _..• .. -'^��\� ti...ti` � `t,. _m-_ ..- ", a.�4 -^__"`,�,� '�:.._ 1�',ti_..... ~ •.�..:. 3neaiab R7d'tb t �e & _ wA tkR fl{47 G OVtR �''` n t 1=r G# �.�a' r x't 8 r,t' .s'G C7 I`� _. of PROPOSED SAS' TRE CH SEC T 2' i.El+[L ._.._....._._..,,...:_f � f .,� j_ ._ ��9$_-�lF'Ld' CT'uSbt'd StCYi4" J LINE FLOW i id' 111W 14,, INVJ EL. p 5.re c -• r r `} jr ' ^ 1 ~' �. 'Oyu r.« °^'°` ^,a 1. n z.- '`,''. v;r r,.... ^.,..^s� 9 •v..u. G.:. ! C`,..:.`: 'Z ,,,....e"cm _ � ✓` 'F t . $'S!lCtif DRPri fri --^ s tir ' + a - - r- iW L', EL t _. ers Ar . Of �C1 �;a fi r? 'rec�asa' �"'1 a r� - __ • 4 r:...__�,,'�.` t•i, t�..C,. 'SOS �.!'��'t•�%t`�� Q�,L Crushed �+�'SL:�':.�' >�y�Ctilr� - , PREGAS"r REiN C)RCED CONCRETE , - r y- - DirSTR'BU710N 9 0 X � 1500 GALLON PRECAST REINFORCED CONCRETE SEPM TANK tc,L,l'.I.,ytt,E SOS `' _# I: �"" - ' ';� ` /J. ♦ .ems � �r T g-a �-r,+ry tWItN1MU1A CONSTRUCTION UAATERiALS PER a310 r1R 15.226{2) W, NTVUfit WALL ;1 tC!•XE S � 2," ;�.E�'.�la'Ir VtJ S,r�' ,Zas r SOW� � .a �l {y � .t �p� TILE 0 �Y BRYOAP �y �y,�M�' �/� \j/� AND j�ypp� pwyg' ���r gyy�+��..y.�' . { 1M SHALL OF � 40 PVC AND .r a _,, L:.t- .$)W ,4J0rZ J.SAJ SHALL. E)C[M A k"" OF 8" ABOVE THE FLOW LINE � �" � �� � �` 7 � - <!t OUTLET IN�1ERTS SHALL DE ECUAL 'TO EACH � r , �,jE' -- �n� �J� ,,' r' �, �� 4 LOCUS E RD '` j 4F � SEM 1AW AM BE ON THE CErrr� tF 1f+_ - Ai#` A' i� 1 MJV. �LOW INLET 'IMT.RT. qk C L5,e M E RTH t�.IZA �.rAl "�` ' �Tlc TA��ilc LOCATED DlREMY UMCfE1't THE GLEAN--OUT a� u �"' � f � d A�o� ��"�` �- 'Nil -- rW0 MAN40LFIWATER ff - - 1 OWE THE VISTRtf3t:t ION LINES FRf�= P4F "1S I RfO T!( 8OX � ` S ��� _ � � NOR SHAM Al. A f AL :'#V RTz A� +V£TERh3lNEJ Y E#[}C� 1Nt, 1 , ^' _• Tr OP TOWER R SHQ()T FL t'a Ll. Da t THE 4NLET PIPE E],E11MM SHALL BE NO LESS THAN 2 � tj, t t,� rt r• is � ^.� ! reE �65T�'i�t3?tt ti. } ! Wf K -MAN 3" A90W 1HE T ELC ATIM OF _ _ E ttiE 496 tMVERT AFT AL >`Jt { T t t t,,t E :� PLACE. ' OUTLET PWF1 WVrR� AO-JUSTMEf"TS SHALL 8-E t"Oai.3,,_ BY FILUNO e H. i311£�ABLE \ �ti�f � }` Lr ?d�DW—DEFORMAB E MATF.r-4AL PERMANENTLY F,ASTEtND TO ^� «- ' r - 1 -✓s' �y� �a i(�7� t "� V&QU SEPTIC T StIANK U C _E INSTALLED LEVEL AND 'TRUE TO GRAM ` NF. OR REC0?vSTRUCTING HE LINES UN1L At_L jNVERTS ARS OF V9 <)N A aTASM WE THAT HAS K9N W%HANtC LLB _�},Jr�l � �-V u ;tt.`,�, � COMPACTED AND ON 'To SIX 1404ES OF MMM STONE . g13 �" ' - , _ � _ _- � HAS i'LAC ► TO ENx S iABKl1Y AlJO 70 PREVENT - .- "'Y -` 16 , .. ;. F. - , LOCUS MiAP SCALE 1" 20Qa' ! Tj thiAV£ A 4tiMU1Jl COVER �JF 9". rrr 98 .'f/ 9 5EF K 'TANK SHALTf ~< Note: lV . �. Should be encountered duringsews a system »stakic that .2 6�+ THREE 20 MANNOW VAAAN N.Y R iOY IiMPER1�4EABLe ' t 0 (^ •r►il Iti ctantact she del designer and/or 4iaiir local 1 .tom ',, \ t:ov Q!� --� �/�,��� r 7 r�ct`.E t c stem with p„ 0, j it r , ,- - r ry ,•apos', 1600 ` , ° ^ , M' �" �">4✓tv4R/ N i � � �'�' AN -r'^-- - f rtr .� f �' e� �t r ar P ` ,� f S , tank r �! l lcalth.Tepartment before proceeding_ - - i�f i.i.� �G.6•J. - `� f r.+ ,Pt� lr7,b+, `yea'•',- � ' � TIME OUTLET 1V_E sHw_ 4F Et�10 gg'Q � 0 °�t4��+ {{ r r• ,. ,,'-- ry -, �......., A f` •„ f �r,r' j «Ti4 / °�,. /• t�I J• ,,,., yR` _ 0, lY aFQ., tdG`a^" \ , r .. r r - i e' {'y 1 ' .r ,,'• � ty' rr r � � M?et."r _'§;� -�rv�� -. �•.. -f Greneral Construction Notes . Y+U� _ `{ iy r vwesw } v Up Title 5 and the Town of __. - - .• r� -� #" , . - €� '�! and materials shall conform to U-E,P. T Ali the workmanship 11 f a ' '£0 _ the subsurface dis s��tl cfsew� e. f r .` Barnstable riles and regulations forpo 1 e r d within b inches of grade, „ ,� t,� _ s 1 it access port over tank tees shall be accessible h n gr r`" 2- At east one pri J ;. - - r, ��• ,� ;; t . .,« -... � ._ .� «_. _. .� brought to within 12 inches of finish de. 1�4� �',- � ✓ � *� . '�_ -- _ 8� _ � t f �i�� f with any remaining access parts brow � ,r `� ,�"r�• �...._� -� o, � - -� _ _ , _ �.8 r - 3. All components of the sanitary system shall be capable of°,krithstanding H-10 loading � ,' _ - _ � - r , +! 20 in shall be used r 1G' / - of drives or arlsi.. . Ix . lead ! 9 - 66, ,V r� l unless they are under or within 10 feet p � g _ tp r under r or ritYtlTi l0 feet of drives'tar oarking unless noted. ! _ w03 .-^• 7 _ j i -' � �� ' . l verify the locution of all site atilities to an74 SO 4, The excavator�' iatr�tor shall fy Y - eXcavubo t. gremr �'$�i ga r Pro] F r ,r "' _Sewer pipes shall be 4-Inch Schedule 40 PVC laid'at 0.02 slope. � s ;� 170 6� -�"`� � �o }� / ° f�! ✓p ' !yam k �-u '` OTba Any inasorri ;r omits irsYd to bring covers to grade shall be mo to place. of 3' _ `J tvopello _ y_ :-, f r r. jg sq. �,,r' 7 Finish shall h a minimum slope of0.02 feet per foot. B Zoa�l xst . f ,' �/ rig D` trio RF r t 70 - 5 C1��r District- 142 , Front 30' - 1 50. Side 1, �, '` .Rear 15 DESIGN DA A, S i R C1'++r'TL! � -•. .s ft :7 E� f , e d .6:J '3 1..*'C-" lr":'� I 541t G6SEi.VATQN DATA. flAR6AGE rOSSAL t f ►�` , - tO, f � 5 $ ; 0 oEN t { 1 , i , ,Y G µ : pa2wd J U" SQit EVALUATOR _ _ Z� S.O.H. ArEri� 3_:_ ?1- cY._ SPiaD rAt�tc " , _ ��. r _,iY ��L1rt +al: _. r ERC RA TE 1- M\m i3+i_ L1 L A�.'*NG £AC#CITY } �.a - -_-•- --- _' a o� `- _ w _, _ - --- ---- 7 1 - T ' 1 � � �e F::A s:1,#r� •Y[f "s rA " .�• .rJry.. }d�ktG,.+l�.e ` i 1'?,'u Del s to d, >. 4AMMS}>} .•v.;^r , -.,. ::,.o-a,4.:. !S`.F,l'iS3.b^fir,,:,;:\ . ;..::. v .-- .." O _ - i I V, r S� r 2" of 1/8" - 112" Peastone C TOP FOUND. EL- 8`1 s e LT ,:.� �— WATER TIGHT COVER J n Trench Width '_3? ` Total 77 ejlah Length -_3 S.._ -- - - _ _- __ �, 3j'� - 1-1/2 Washed Crushed Stone --- INV. EL fad •Z� 2' � i 3 1 1 �" Mashed Crushed Stone � PRO�'OSETI S. A. .,5: TRENCH SECTION FLOW LINE o / i SUMP o 00• c--, ca � r--, r� �� c� d �_� �', r ------— 1?�' 1.8" tlOUID DEPiH /'' � 0Z� 4 iNV EL. 3-zo ff H-..o tOaX> 1 INV. EL. 5.p I �r_ 5 ,�✓" INV. EL. 0 s °�� } _ No, of ,Trenches No. of 500 Gallon Precast Chambers -T y' _ PRECAST REINFORCED CONCRETE 314" tYesbed Crushed Stone--' 4Aµ of a DISTRIBUTION BOX 1500 GALLON PRECAST REINFORCED CONCRETE SEPTIC TANK Zo `ora2n edgy,- `� REPLACE SOILS NOTE'' INSTALL ON A LEVEL BASE 4*0" CONSTRUCTION MATERIALS PER 310CUR 15.226(2) 0NIMUM WALL THICKNESS = 2" REMOVE UNSUITABLE SOILS _FILE FELT LATERALY IN ALL DIRECTIONS BEYOND THE OUTER PERIMETER TEES SHALL BE CON51RUCIED OF SCHEDULE 40 PVC AND MINIMUM INSIDE DIMENSION = 12" OF THE SOIL ABSORBTION SYSTEM TO THE DEPTH OFaseraent SHALL EXTEND A MMINAUI/ OF 6" ABOVE THE FLOW LINE - OF h1E SEPTIC TANS AND BE ON THE CENTERLINE OF THE OUTLET INVERTS SHALL BE EQUAL TO EACH NATURALLY OCCl/I,'ING PERVnOUS NATERML AS REQUIRED ,-d uti'lit3� E \' 108 R� SEPTIC TANK LOCATED DIRECTLY UNDER THE CLEAN-OUT OTHER AND AT 2' MINIMUM BELOW INLET INVERT. BY 310CA& 15..240 AND REL4CE WTH CLEAN GRANULAR # pa and287,5� - ' :. Low g0 MANHOLE. SAND FREE FROM ORGAAW WAYTE'R AND DELETERIOUS �- ° d 'Access '-'' �' � � � � WATER '�RvtGE THE DISTRIBUTION LINES FROM THE DISTRIBUTION BOX edge -' - propose .' 1D6 0, SUBSTANCES. e P � Iv�00 THE 14V PIPE ELEATM SHALL BE NO LESS THAN 2' NOR SHALL ALL HAVE EQUAL INVERTS AS DETERMINED BY FLOODING 146 �roPosed TONER SHOOT �� HILL RD. MORE THAN 3r ABOVE 11E INVERT ELEVATION OF THE THE DISTRIBUTION BOX TO THE HEIGHT OF THE DISTRIBUTION - - ��' : ?�" �' On tam' tau oulm PW_ LINE INVERT AFTER ALL LINES HAVE BEEN SEALED IN PLACE ........... �-J INVERT ADJUSTMENTS SHALL BE MADE BY FILLING WITH DURABLE _ AND NON-DEFORMABLE MATERIAL PERMANENTLY FASTEND TO THE -- ' - 100` •`�:;' ''' ?'" - - 104 ��✓ SEP11C TANK SHALL. 9E ►NBTAUAM LEVEL AND TRUE TO GRADE LINE OR RECONSTRUCTING r4E UNES UNTIL .ALL INVERTS ARE OF aye p0 :::" co i WEOUAQUET ON A UM STAB INVI THAT HAS INIP MECHANICALLY EQUAL ELEVATION. Of p,, 1rjO• - r 85 :::. : �•� _ _ _ _ _ 102 �1` LAKE 0011VAQf� AND ON 70 t SIX IIICHES OF CRUSHED STONE -- - - -_-_=�_ _- .. ::4; -;,'_ _ _ _ - - - 10� HAS MACRD"M &MME STABI M J%% 'M PREVENT a 120 6 14 '--'' '' 5 SET1tG ed�-I 11 1 ,- • - - : � - - - - - - - - 9B OT LOCUS MAP SCALD: i" = 2000' 96 - 96 SWIM TANK SHALL HAVE A MMUM COVER OF 9 . Note: / 108 98 96 94` Should soils be encountered Burin sewage system installation that are � 110 , - - INIM 2� MA Y RE OV #4P�IEA9LE g g Y 112 ,102 ' . ' 94 ,,,� �86., VATH ACCESS not consistent with soil log, contact the designer and/or our local 0 0 / i 4 THE N�l.ET AND Health Department beforeproceeding. � 1. ProP°S tied 1g00' � � 92 /, lfi - Est• 4� �� aUm�� partmen Pmpe / 'IFIE OUTLET TEE SHALL 8E E� APPED WTH CAS BI►FELE. 100 % /• 90 92 g1Ion tangy 12 '2 ' ' g00 ' �� � / �\, \ -94 � ' d° 82-- 0 87.8 '�t 150' 11to 4 12 d 1 / '� '� 98 - General Construction Notes 10 �C+ll 11 , i _ , - 30' ` �e er g2 86 , 8 W 11 61 '� U v 88 4 � 1d - , � - � - - - - - 1. All the workmanship and materiels shall conform to D.E.P. Title S and the Town of 1 _ , ' ---- - ,SAs �88 - COO _ r ,. Bamstable rules and regulations for the,subsurface disposal of sewage. - 'ell \ ', '/ 70 0 114 - IX 13 TpF - - - go � � � n� / _� c� 11 _ 6Q' No - - - - - - 8 2. At least one access port over tank tees shall be accessible within 6 inches of finish grade, - 108 106 ', ,; ' ' ,9�; 1 '82 _ - - ~ - - - = - - 86 with any remaining access ports brought to within 12 inches of finish grads - 104, 1 8' , �� - o 14 - _ _ -80 - _ \ _ _ 84 _ - '2 , 1 , / _ - _ _ _ _ - 64 �09. 3 / \ � � i / / 00 i i i bO- 3. All components of the sanitoy system shall be capable of withstanding H-10 loading 0�2 �; 1 ,pos,a,d _ -78 ' ' ` - _ _ _ -� _ unless they are under or within 10 feet of drives or parking. H 20 loading shall be used ' ' ,�� � �� D1e � � � _ - - / _ _ 76 - _ _ ` ' - 166 • _ _ _80 _ .78 under or within 10 feet of drives or parking unless noted. 0 I I J _�-� -, _ _ - - _ ` - , \ 0 0 - - _74 _ 4- - _ 78 '' // ��/ 88 66 ` a \ 4. The ex /contractor shall verify the location of all site utilities prior to any � �•� proposed SAS .- - , _72 - - �_ � / 6 l be 4-ineh 3chodede 40 PVC laid at 0.02 sl es proposed Ife11 ,' , / _ 1 �� �'" 18Z' / _70 _ / / ► 0 '� S. Sewer l� � ® Denotes �' ,� .'.' \ \ \-� .� 150" / - /� , i �ia 4 6. Any masonry units used to bring covers to�shall be mortared in place. Breakout � _8 • ' , ,', , ,' ��_bo point of ° LOT 7. Finish shall have a minimum slope of feet foot. motes 4 7e ; ' ' ' 6� , grade ope per - - - - - 74 ' • r 3L A� gg, ' / / / $ _?►2'r , z I LO T , - g2 Zoning District: RF 70. I "I g0,142 eQ'It' 22 . Overlay District: GP 40 Building Setbacks: I Ngh yea,ohln8 Front 30 I Side 15' DESIGN DATA: 84 1I I II � Rear 15' STRUCTURE SOIL OBSERVAT,ON DATA: y,1�_ Lrwc 3 I 1 I �g1R y TYPE +� NO. BEDROOMS GARBAGE DISPOSAL I l II I Is+s�ctt0 L F'L''MA Data: Zone "C", 7 DESIGN FLOW g o .� I I ��0of / � G � N 'EST DATE -2 IM0 3' S.i t e Plan of' .La r2 d SOIL EVALUATOR s ' `1D►.�� — I I01 ssa Prepared For. B.O.H. AGENT t•-� .�.�_! SEPTIC TANK ►.a yc t O r<� L.r w�al►i T?e�r.�T -_ 1 � ,- ' 4 BA YBERRY BUILDING COMPANY PERC/RATE Z "%M . \�4 L y _ LEACHING FACILITY �.� ����l;Z 5-���t� � � � � ' 1; In West Barnstable, Massachusetts { «o DEPICTING LOT 5r --`--- L q ! oaf ssrow It Scale: 1" = 40' De to. June 216, 2002 ,4Prepared By.- Note: /+�Z Stephen J. Doyle And Associates qt G t+ ,D L 42 Canterbury Lane, X Falmouth RYA 02536 This plan is a revision to the Telephone: 508/540-,e534 "Site Plan of Land In TYest R e v� sr o rz B 3 0 L s+•�.� Z•y z I o . Barnstable, MA Prepared for y' s•o, z- .Bayberry r L Building Company . r1.o Depicting Lot S =CI!tr_W Dated-02/26/01 Revised-05/16/02 NO. DA TE DESCRIPTION 8Y Asasessors Data: ��g