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HomeMy WebLinkAbout0240 THE PLAINS ROAD - Health 240 The Plains Road West Barnstable A= 152-059-001 1 0 a i 0 f - i Page: 1 of 1 CERTIFICME ,OF ANALYSIS Barnstable County Health Laboratory (M-MA009) Report Prepared For: Report Dated: 11/16/2017 Sally Desmond Desmond Well Drilling Order No.: G17104043 P 0 Box 2783 Orleans, MA 02553 Laboratory ID#: 17104043-01 Description: Water-Drinking Water Sample#: Sample Location: 240 The Plains Rd.W. Barnstable, MA Collected: 11/13/2017 Collected by: DWD Received: 11/13/2017 Routine_M ITEM RESULT UNITS RL MCL METHOD# ANALYST TESTED NOTE Nitrate as Nitrogen 2.5 mg/L 0.10 10 EPA 300.0 LAP 11/14/2017 Iron 0.16 mg1L 0.10 0.3 SM 3111B LAP 11/15/2017 Manganese ND mg/L 0.0030 0.050 EPA 200.8 KK 11/16/2017 pH 6.3 PH AT 25C NA 6.5-8.5 SM 4500-H-13 DCB 11/14/2017 Sodium 15 mg/L 2.5 20 SM 3111B LAP 1 1/1 51201 7 Total Coliform Absent P/A 0 0 SM 9223 RG 11/13/2017 Conductance 18.0 umohs/cm 2.0 SM 2510B DCB 11/14/2017 Water sample meets the recommended limits for drinking water of all the above tested parameters. Approved By: Attached please find the laboratory certified parameter list. pp . (Lab Manager) ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level 3195 Main Street, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 r CERTIFICATE OF ANALYSIS Barnstable County Health Laboratory (M-MA009) c"S Recipient: Sally Desmond Matrix: Water-Drinking Water Desmond Well Drilling Sampled: 11/13/2017 14:00 P 0 Box 2783 Received: 11/13/2017 14:45 Orleans, MA 02553 Collection Address: 240 The Plains Rd.W.Barnstable,MA Sample Location: Order#: G17104043 Description: 2 Day Rush-Rtn_M+VOC-240 The Plains Lab ID: 17104043-01 Date Analyzed: 11/14/2017 @ 9:55 Sample#: Analyst: yn Method: EPA 524.2 Dilution Factor: 1 Comment: 103'/29' EPA 5242- Vo/adle Organics by GC/MS _ Result_ MCL M21, Result MCL IU Parameter ug/L ug/L ug/L Parameter ug/L ug/L ug/L Dichlorodifluoromethane ND 0.50 Chloroform ND eo 0.50 Chloromethane NO_ 0.50 cis•1,2-Dichloroethene ND 70 0.50 -- Vinyl chloride - ND 2.0 0.50 cls-1,3-Dichloropropene ND 0.50 Bromomethane ND 0.50 Dibromochloromethane ND _ 0.50 1,1,1,2-Tetrachioroethane ND 0.50 Dlbromomethane ND 0.50 1,1,1-Trlchloroethane ND 200 0.50 Ethyibenzene ND 700 0.50 1,1,2,2-Tetrachloroethane ND 0.50 Hexachlorobutadiene ND 0.50 1,1,2-Trichloroethane ND 5.0 0.50 Isopropylbenzene ND _ o.sa 1,1-Dichloroethane ND 0.50 Methylene chloride ND 5_0 0.50 1,1-Dichioroethene ND 7.0 0.50 Methyl-tert butyl ether ND 0.50 --- - 0.50 1,1-Dichloropropene NO 0.50 Naphthalene D 1,2,3-Trichlorobenzene ND D.50 n-Butylbenzene ND 0.50 1,2,3-Trichloropropane ND 0.50 n-Propyibenzene ND also 1,2,4-Trichlorobenzene ND 70 0.50 p-Isopropyltoluene ND 0.50 1,2,4-Trimethylbenzene ND 0.50 sec-Butylbenzene ND 0.50 1,2-Dlbromo-3-chloropropane _ tND 0.50 Styrene ND 100 0.50 1,2-Dibromoethane(EDB) 0.50 tert-Butylbenzene ND 0.50 1,2-Dichlorobenzene 600 0.50 Tetrachloroethene ND 5.0 0.50 1,Z-Dichlo_roethane 5.0 0.50 Toluene ND 1000 0.50 1,2-Dichloropropane 0.50 Total xylenes ND 10000 0.5o 1,3,5-Trimethylbenzene NO 0.50 trans-1,2-Dlchloroethene ND 100 0.50 1,3-Dichlorobenzene _ ND 0.50 trans-1,3-Dichloropropene NO 0.50 1,3-Dichloropropane ND 0.50 Trichloroethene ND 5.0 0.50 1,4-Dichlorobenzene ND 5.0 0.50 Trichlorofluoromethane ND 0.50 2,2-Dichloropropane -ND 0.50 Surrogates %Recovered QC Limits(%) 2-Chlorotoluene ND 0.50 Brp- omofiuorobenzene _ 126% 70 130 4-Chlorotoluene ND 0.50 1,2-Dlchlorobenzene-d4 1160/a _70 130 Benzene ND 5.0 0.50 Bromobenzene ND 0.50 Bromochloromethane ND 0.50 Bromodlchloromethane ND 0.50 Bromoform ND 0.50 Carbon tetrachloride ND 5.0 0.50 Chlorobenzene ND 100 0.50 Chloroethane ND 0.50 Approved. By: __....._. Attached please find the laboratory certified parameter list. (Lab Director) NO=None Detected RL = Reporting Limit . MCL=Maximum Contaminant Level ' 3196 Main Street, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 Page 1 of 1 TOWN OF BARNSTABLE LOCATION-2 VO .� ���L/f✓� , SEWAGE# Zo I Z- �Z 7 VILLAGE ILkl tj ASSESSOR'S MAP&PARCEL 0/ INSTALLER'S NAME&PHONE NO. ,�:al-j SEPTIC TANK CAPACITY LEACHING FACILITY:(type) 2 (size) NO.OF BEDROOMS -� OWNER _ Awl PERMIT DATE: � _ l f7 COMPLIANCE DATE: J' Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility _ 9% Feet Private Water Supply Well and Leaching Facility(If any wells exist on f 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) Jv Feet a FURNISHED BY CL j 2 .1 pp �. ID 1 p �a� 14 TOWN 127 OFBARNSTABLE �^) /_,LOCATION ,2 YO �� ?1A.�4 S l��CQ SEWAGE 42,C) / VILLAGE 4%` SA, , JjASSESSOR'S MAP&PARCEL Z DS_ -X,1 INSTALLER'S'NAME&PHONE NO. r SEPTIC.TANK CAPACITY Z_U 0 2 C r_1 LEACHING FACILITY-.'(type)��Sot! �1C6 �erJ (size) F1 NO.OF BEDROOMS OWNER L. a J G. PERMIT DATE: ZCOMPLIANCE DATE: a Separation Distance Between the: _ Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility -01VA1 Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) (p, Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) / lev 14 Feet FURNISHED BY .o 9 - /o7 47 1 J r 00 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Zippfiration for Bisposal *psft7on'-( Cormit �ON Application for a Permit to Construct Repair( ) Upgrade( ) Abapa Complete Syste ❑Individual Components Location Address or Lot No. 2� 7 v ������/f� Owner's Nam , ddres Assessor's ap arcel f �? Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms J Lot Size 4-Fesq.ft. Garbage Grinder( ) Other Type of Buildinggr b �, `�� ? o.of Persons („ Showers('>I'Cafeteria( ) Other Fixtures s�C- j✓ c Design Flow(min.required) gpd Design flow provided 4_X. gpd Plan Date —7 2.,- /-U Number of sheets 7 Revision Date Title Size of Septic Tank of S.A.S. 3� Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: -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 Certificate of Compliance has been issued by this Board alth. i d Gay �j '� Date Application Approved b � Date Application Disapproved Date for the following reasons Permit No. 1 �Z Date Issued f-i`d '74)1 —� --------------------- eiy�J,►/_ y _ 00 9 r, No 09 Fee :�(J• THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2ppfitation for 10isposal4pstr. t Cons-tr-urtia Vermit 4�d Application for a Permit to ConstructV Repair( )i Upgrade( ).Abandon ❑Complete System ❑Individual Components Location Address or Lot No. 9 c�/(� h fit. /�'✓' •Js Owner's Name,4L nddress,pa °Tel.No.,� q Assessor's ap/Parcel ��.�0� Installer's Name Address,and Tel.No. Designer's Name Address and Tel.No. Type of Building: Dwelling No.of Bedrooms , Lot Size 4.?(?sq.ft. Garbage Grinder( ) vu c _Other Type of Building�,.� �✓'Clet"go..of Persons ( Showers Cafeteria( ) Other Fixtures r r Design Flow(min.required) gpd Design flow provided �` gpd Plan Date Number of sheets Revision Date Title ,,—, A/i.r Size of Septic Tank f�r�3 ✓ Type of S.A.S. Description of Soil r Nature of Repairs or Alterations(Answer when applicable) Date last inspected: / 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 Certificate of Compliance has been issued by this Board.o alth.f J i dJr!vA f ,may�s-ar J `, r Date Application Approved b Date Application Disapprove Date / for the following reasons r Permit No. l Date Issued l f2>?�—,.Vr�L THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliartte THIS IS TO CERTIFY that the On-site Sewage Disposal system Const tacte dk) Repaired( ) Upgraded( ) Abandoned( )by at 2 �X(j 77A-e_ �72 c-' ,, c been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit NAI;- 4Z-7 dated Installer .�� �� !'t!7 ( Designer #bedrooms • Approved design flow 9 _ gpd The issuance of this permit sh 1 no be construed as a guarantee that the syste�,will a si ed. Date ,'j/7 g Ins ector'-,, ----- -------------`---- ------- ----- ----- -- ---- -----_-------------------------- -=----------------------------------. . No.��, � �--2 � � 7- Fee���ia THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal Opstem Construction Permit Permission is hereby granted to Construct(,,) Repair( ) Upgrade( ) Abandon,(r ) ,�^ �,,/ System located at /lam '% 7 e '2 ///.J 0/ G�"C"r `� /iL C'.1 /1' /�� ,11; 14 �( 4 and as described in the above Application for Disposal System Construction Permit. The applicant recognized 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 pertpi. Date / Approved b "_ �" i v ,fis tKE Town of Barnstable U{� Regulatory Services * Richard V. Scali,Interim Director * BARNSTABLE, MASS. ��g Public Health Division Mr.. Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: 6 -Z 2-/B Sewage Permit#2 017- `-Z Assessor's Map\Parcel /.�� -®Sy- 00/ Designer: yr-)OyZ.E 45_5,0 C'/4 TL—S Installer: SCO 77 - Address: /1O Address: 271 1011V� _577,_ �•�fJ,C�ov�'h! /��. ©2 aS3� L'�iS/TE,�'Y/L G�GL 0�G� 2 � On //' Z 8 ' 7 S'Ce TT �i 4 N& was issued a permit to install a (date) (installer) septic system at 2'N 7f/.,'-- 101-41AIS Re,,4­1� based on a design drawn by (address) 7_ 23-/O ,7`: .,�OyLr /��'SQ"�J•9T��Sadated�P��/U'"�.D �Z-/y� -/� (designer) —J / I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Strip out(if required)was inspected and the soils were found satisfactory. I certify that the system referenced above was construct with the terms of the IAA approval letters (if applicable) FIR U 0. 1140 (Inst r ler'sYgnature) / o � Af17ARkt`�' signer's Signature) (Affix Designer's tamp Here) PLEASE RETURN TO BARNST L PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE.,,wILL NOT BE-'ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:\Septic\Designer Certification Form Rev 8-14-13.doc TOWN OF BARNSTABLE LOCATION �h� ��j�� f �� SEWAGE # VILLAGE r'nr1 y/, ASSESSOR'S MAP &LOT/,S�Z 03-04 INSTALLER'S NAME&PHONE NO. ✓1 7—A(PV 0 0 SEPTIC TANK CAPACITY S—C) LEACHING FACILITY: (type)C6/ii'!Cj/ (size) /C)X VO NO.OF BEDROOMS / BUILDER OR OWNER !f G � PERMITDATE: COMPLIANCE DATE: 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) L 1 Feet Edge of Wetland and Leaching Facility (If any wetlands exist within 300 feet of leaching facility)) Feet Furnished by `' �1�' o4 3`3 Ig I C lb39 v� & 3S _ , No.—�°!l_ L�_O_ Tree——- ------------- BOARD OF HEALTH TOWN OF BARNSTABLE Application forlVell Cootructiodpermit App)ication is hereby made for a permit to Coin` ct (,,I, Alter ( ), or Repair )an individual Well at: Location Address ft 1t.,)e 7d-1 V Assessors Map and Parcel Q�A 6, 60,41r,01a AP 40- U10 V Owner Address or/d4i —--—--------—-----------— Installer — Driller Address Type of Building Dwelling 0.11-7 Other -Type of Building No. of Persons--- Type of Well - P H I.——----- Purpose of Well-_ 10 Agreement: The undersigned agrees to install the aforidescribed 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 Celtificate .of Compliance has been issued by the Board of Health. ,'I'f 0/ It I Signed 7 *ate Application Approved By 14 j9A '*_�M4 Application Disapproved for the following re�/ons: date Permit No. Issued dia�te_ 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 SATISFACTORY. DATE Inspector ' � t s, No. ------------- i i BOARD OF HEALTH - .. TOWN OF BARNSTABLE 0ppivat ion ArMelt CootructionVermit App "cation is hereby ade for a permit to Cons ruct (�, Alter ( ), or Repair ( )an individual Well at: A V,Rv art 03dam= IMF 99 Location — Address PO 40 j $'A 7 Assessors Map and Parcel — 1 / Owner Address Installer — Driller �j` _ Address Type of Building -----oa �G7 Dwelling---------- u Other - Type of Building---- -------- No. of Persons-------------- Capacity------------ ------------ Type of Well l I P U( --- a Py------------ --—----- --- 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 C ificate .of Compliance has been issued by the Board of Health. Signed / --- — - -- Application Approved B �► x' �/ `'1?'-�%'"� �� ./ ¢� Ce /0 `s PP PP Y - �.. J date 7--�- f Application Disapproved for the following re sons// v: ---------------------__—______—_ date Permit No. (/(J r � — 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 SATISFACTORY. k i DATE- ---- --- ---- - -- Inspector-------- -- ______--------- BOARD OF HEALTH TOWN OF BARNSTABLE Melt Con5truct ion Permit t --D0 No. -v- �/ i Fee-T-- Permission is hereby granted to Consttr�uyctt lter ( ,�Ior Repair ( ) an Individual Well at: / {� - - - - - V W) No. TS— Street as shown on the application for a Well Construction Permit �3 No.--i A� _ a0 — Dated- -- r l � "' Pill, Board of Health DATE �./ J r ENPIROTECHLABORATORIES,INC. MA CERT.NO.:M-111A 063 8Jan Sebastian Dr-Unit#12 Sandwich, MA 02963 908(888-6460) 1-800 339-6460 FAX(908)888-6446 CLIENT. L Wile&Son Wells LOCATION: Lot B ADDRESS: (Larry Nickulas Building) The Plain Rd Cell 508-280-6400 W Barnstable MA Off. 508-362-6295 COLLECTED BY: L Wile&Son Wells SAMPLE DATE. 4/22/2004 SAMPLE TIME: N/A WATER SAMPLE TYPE., New Well DATE RECEIVED: 4/22/2004 LAB I.D. #: 0404422 WELL SPECS.: 110'4"PVC Well 20 GPM 30'to Static RESULTS OF ANALYSIS: Parameters Units Recommended Results Method Date Analyzed Limits Coliform bacteria /100ml 0 0 9222 B 4/22/2004 pH pH units 6.5-8.5 6.09 4500 H+ 4/22/2004 Conductance umhos/cm 500 183 120.1 4/22/2004 Nitrate-N mg/L 10.0 5.46 300.0 4/22/2004 Nitrite-N mg/L 1.00 <0.004 300.0 4/22/2004 Sodium mg/L 20.0 16.4 200.7 4/22/2004 Iron mg/L 0.3 <0.1 200.7 4/22/2004 - Manganese mg/L 0.05 < 0.008 200.7 4/22/2004 Volatile Organics See Report Chloroform ug/L 80 1.0 EPA 524.2 4/29/04 COMMENTS: pH is below recommended limit and may have corrosive characteristics. Nitrate level should be monitored periodically. c WATER MEETS EPA STANDARDS AND IS SUITABLE FOR DRINKING PURPOSES -1 FOR PARAMETERS TESTED. w C) -v z :x ND= None Detected. r— w <=less than p rn >=greater than TNTC=too numerous to count Date v'7 R ald J. Saar Laboratory Director I i Page 1 of 3 R.I. Analytical Specialiists in amronmental Services CERTIFICATE OF ANALYSIS Envirotecli Laboratories,Inc. Date Received: 04/23/2004 Attn: Mr.Ron Saari Date Reported: 04/30/2004 8 Jan Sebastian Drive P.O.#: Sandwich,MA 02563 Work Order# 0404-05745 DESCRIPTION: LARRY NICKULAS(ONE DRINKING WATER SAMPLE) Subject sample(s)has/have been analyzed by our Warwick,ILL laboratory with the attached results. Reference: All parameters were analyzed by U.S.EPA approved methodologies and all NELAC requirements were met. The specific methodologies are listed in the methods column of the Certificate Of Analysis. Data qualifiers(if present)are explained in full at the end of a given sample's analytical results. Certification#: RI-033,MA-RI015,CT PH-0508,ME RI015 NH-253700 A&B,USDA S41844,NY-11726 If you have any questions regarding this work,or if we may be of further assistance,please contact us. Approved by: Data Repo enc: Chain of Custody 41 Illinois Avenue,Warwick,RI 02888 131 Coolidge Street,Bldg 2,Hudson,MA 01749 Tel:(401)737-8500 Fax:(401)738-1970 Tel:(978)568-0041 Fax:(978)568-0078 Page 2 of 3 R.I.Analytical Laboratories,Inc. CERTIFICATE OF ANALYSIS Envirotech Laboratories,Inc- Date Received: 04/23/2004 Approved by Work Order#: 0404-05745 Sample# 001 SAMPLE DESCRI MON: 0404422 LOT B THE PLAIN ROAD W.BARNSTABLE SAMPLE TYPE: GRAB SAMPLE DAITARME: 04=004 SAMPLE DET. DATE PARAMETER RESULTS LEWT UNITS METHOD ANALYZED ANALYST Volatile organic Compounds Bromodichloromethane <0.5 0.5 WA EPA 5242 04292004 AMT &omotorm <05 0.5 u&4 EPA 5242 04292004 AMT Dibromochlaromethanc <0.5 0.5 ugA EPA 5242 04I292004 AMT Chloroform 1.0 0.5 u0 EPA 5242 04292004 AMT 1,2-Dibromoethanc(EDB) <0.5 0.5 u94 EPA 5242 04292004 AMT Beounc <0.5 0.5 u94 EPA 5242 04292004 AMT Carbon Tetrachloride <0.5 0.5 u&4 EPA 5242 04292004 AMT 1,2-Dichbroethane 4.5 0.5 ug/l EPA 5242 04292004 AMT Trichloraethene <0.5 0.5 WA EPA 524.2 04292004 AMT 1,4-Dichlorobenzwe <0.5 0.5 ug/1 EPA 524.2 04292004 AMT 1,1-Dichlomethane <O.5 0.5 u911 EPA 5242 04292004 AMT l,l,l-Trichloroethaue <oS 0.5 ug/l EPA 5242 04292004 AMT Vinyl Chloride <0.5 0.5 u&4 EPA 5242 04/292004 AMT Bromobenzene <05 0.5 u94 EPA 5242 04292004 ANT Bromomethane <0.5 0.5 ug/l EPA 5242 04292004 AMT Chlorobenzene <0.5 0.5 ug/l EPA 5242 04292004 AMT pilomethane <05 0.5 u8/1 EPA 524.2 04292004 AMT Chlommethane <0.5 0.5 no EPA 5242 0429/M4 AMT 2-Chlorotoluene <03 0.5 1101 EPA 524.2 04292004 AMT 4-Chlmotoluare <05 0.5 U0 EPA 5242 04292004 AMT Dibmmomethanc <05 0.5 ugA EPA 5242 04292004 AMT 1,3-Dichtorubenzene <0.5 0.5 ug/l EPA 5242 04292004 AMT 1,2-Dichlarobeozene <0.5 0.5 u911 EPA 5242 04292004 AMT trans-1,2-Dichlotoethene <0.5 0.5 u94 EPA 5242 04292004 AMT cis-12-Dichlmncthene <03 0.5 u&4 EPA 5242 04292004 AMT Methylene Chloride .0.5 0.5 u94 EPA 5242 04292004 AMT 1,141chloroethene 4.5 0.5 U94 EPA 5242 0429/M AMT 1,14Dich1orupropene <0.5 0.5 u9/1 EPA 524.2 04292004 AMT 1,2-Mchloropropane <0S 0.5 WA EPA 524.2 04292004 AMT 1,3-Dichloropmpane <05 0.5 ug1l EPA 524.2 04292004 AMT cis-1,3-Dichlompropcnc <05 0.5 u9/1 EPA 524.2 04292004 AMT 2,2-Dichloropropane <0.5 0.5 U94 EPA 524.2 04292004 AMT Ethylbenzene <0.5 0.5 ug/l EPA 5242 04292004 AMT Styrene 4.5 0.5 ugA EPA 524.2 04/29/2004 AMT 1,1,2-Trichlotoethane <0.5 0.5 ug/I EPA 524.2 040/=4 AMT 1,1,1,2-Tetradiloroethane <0.5 0.5 ug/1 EPA 5242 04292004 AMT 1,1,2,2-Tetrachloroethane <0.5 0.5 u94 EPA 524.2 04292004 AMT Tetmhloroethene <0.5 0.5 ug/l EPA 5242 04292004 AMT 1,2,3-Trichloropropane <0.5 0.5 ug/l EPA 5242 04292004 AMT Toluene <0.5 0.5 ugA EPA 524.2 04292004 AMT Page 3 of 3 R.I.Analytical Laboratories,Inc. CERTIFICATE OF ANALYSIS Envirotech Laboratories,Inc. Date Received: 04/23/2004 Approved by. Work Order#: 0404-05745 9 Sample# 001 SAMPLE DESCRIPTION: 0404422 LOT B THE PLAIN ROAD W.BARNSTABLE SAMPLE TYPE: GRAB SAMPLE DATErlIME: 04/22R004 SAMPLE DET. DATE PARAMETER RESULTS LIIIT UNITS- METHOD ANALYZED ANALYST X*= <0.5 0.5 ugn EPA 5242 04292004 AMT 1,2-Dfbromo-34Chloropropane <0.5 OS ugn EPA 5242 04292004 AMT Bromochloromedme <0.5 OS ugn EPA 5242 04/29/2004 AMT n4kty� <03 OS ugn EPA 5242 OVIW2004 AMT Dichlorodi8uatomedume <0.5 OS ugn EPA 5242 OVM004 AMT TrichimoA mumelhane 4*.3 0.5 ug/1 EPA 5242 04/292004 AMT Hwmddmobutadiene <0.5 0.5 ugn EPA 524.2 04R92004 ANrr Lsopropylbcnmc <0.5 0.5 ugn EPA 5242 04292004 AMT J)AWPr0pyl0olnene <0.5 0.5 ug/l EPA 5242 04292004 AMT Naphthalene <0.5 0.5 u8n EPA 5242 0429/2004 AMT a-PrOPYN me <0.5 0.5 ugn EPA 524.2 04292004 AMT sae-Butymcame <0.5 0.5 ugn EPA 5242 04292004 AMT tat ButyaKnEmc <0.5 0.5 ugn EPA 5242 04292004 AMT 1,2,3 Trichlorobeazene <0.5 0.5 u8/1 EPA 5242 04292004 AMT 1,2,4-Trichlorobarzeae <0.5 0.5 Wfl EPA 5242 0429/2004 AMT 1,2,4-Triarethylberkzme <0.5 0.5 Wfl EPA 524.2 WM.004 AMT 1,3,5 Trimethyl mme <0.5 0.5 ugn EPA 5242 04292004 AMT Methyl Tertiary Butyl Ether(MTBE) <1 1 ugn EPA 5242 0429R004 AMT n-Ham <10 10 ug/1 EPA 5242 04292004 AMT SURROGATES RANGE EPA S242 04292004 AMT 4-Bromofluorobenzte 103 80-120% EPA 5242 04292004 AMT 1,2-Dichleeobmzme44 105 80-120% EPA 524.2 04292004 AMT Massachusetts Department of Environmental Management qq Office of Water Resources 12 8151 TYPE OR PRINT ONLY Well Completion Report 1. WELL LOCATION GPS (OPTIONAL) LATITUDE LONGITUDE Address at Well Locatio A Property Owner: /L. U C ahko Subdivision Name: Mailing Address: 0"r ,City/Town: 6 R 2N-S1 / City/Town Assessors Map Assessors Lot#: NOTE: Assessors Map and Lot# mandatory if no street°addr ss avai able Board of Health permit obtained: Yes Lkr Not Required ❑ Permit Numb4VYWDatealssued` � 2.YfORK PERFORMED _ 3. P POSED'USE 4. DRILLING METHOD New Well ❑ Abandon EYr Domestic ❑ Irrigation ❑ Cable y`�U Auger ❑ Deepen ❑ Recondition ❑ Monitoring ❑ Municipal it Hammer" ❑ Direct Push ❑ Replace El Other El Industrial ❑ Other L'( Mud,,Rota ❑ Other 5. WELL LOG a: Unconsolidated Consolidated 6. SITE SKETCH (use permanent landmarks with distances) W Permeability y a From (ft) To (ft) High Low to C7 6 m Other Rock Type ca 4 00 U Q 40 (ed (00 8Q X d 1U 7 WELL CONSTRUCTION 8.CASING From ft To (ft) Casin T� a and Material Total Depth Drilled--° U O 9 YP Size O.D.•(in) -, Well Seal.-Type Date Drillin Co plete' Q P V: .4 .. , 9. SCRErN z a From (ft) To (ft) Slot Size _ Screen Type and Material Screen Diameter 10. FILTER�PACK/GROUT 7 ABANDONMENT MATERIAL-- ,. 11. ADDm NAL WELL INFORMATION Developed? ❑ Yes ff o From (ft) To (ft) Material Description Purpose Fracture Enhancement? ❑ Yes o Method /°ll4Gi . Disi ted? ED Yes '' ❑'`No 12.WELL TEST-DATA(PRODUCTION WELLS) ` _ ";: 13.STATIC WATER LEVEL(ALL WELLS) YieldTiine Pumped Drawdown to Time Recovery to Depth Below Date Metho (GPM) (hr`s& min) (Ft. BGS) (hrs & min) (Ft. BGS) Date easured Ground Surface (FT) 14. PERMANENT PUMP (IF-AVAILABLE) 15.NAMFJADDRESS OF PUMP INSTALLATION COMPANY Pump Description W `J Horsepower Pump.Int, (ft) Nominal Pump Capacity (gpm) i6. COMMENTS 17.WELL DRILLER'S STATEMENT IThis well was drilled and/or abandoned under my supervision; according to applicable rules �• .�; and regulations, and this&rernt complete apd corre to the best of my knowledge. Driller: , Supervising Driller Signature- Registration #: Firm: Date: Rig Permit#: NOTE. Well Completion Reports must be filed by the registered well driller within 30 days of well completion. BOARD OF HEALTH COPY J II - t'.•` A 0 ENVIROTECHLABORATORIES,INC. ALA CERT.NO.:M-MA 063 8Jan Sebastian Dr-Unit#12 V U O Sandwich, MA 02563 50 8(888-6460) 1-800-339-6460 FAX(908)888-6446 /7 S /�G Ce CLIENT: L Wile&Son Wells LOCATIO : Lot B ADDRESS: (Larry Nickulas Building) The Plain Rd Cell 508-280-6400 W Barnstable MA Off. 508-362-6295 COLLECTED BY: L Wile&Son Wells SAMPLE DATE: 4/22/2004 SAMPLE TIME: WA WATER SAMPLE TYPE., New Well DATE RECEIVED: 4/22/2004 LAB I.D. #: 0404422 WELL SPECS.: I I0'4"PVC Well 20 GPM 30'to Static RESULTS OF ANALYSIS: Parameters Units Recommended Results Method Date Analyzed Limits Coliform bacteria /100ml 0 0 9222 B 4/22/2004 pH pH units 6.5-8.5 6.09 4500 H+ 4/22/2004 Conductance umhos/cm 500 183 120.1 4/22/2004 Nitrate-N mg/L 10.0 5.46 300.0 4/22/2004 Nitrite-N mg/L , 1.00 < 0.004 300.0 4/22/2004 Sodium mg/L 20.0 16.4 200.7 4/22/2004 Iron mg/L 0.3 < 0.1 200.7 4/22/2004 Manganese mg/L 0.05 < 0.008 200.7 4/22/2004 Volatile Organics See Report Chloroform ug/L 80 1.0 EPA 524.2 4/29/04 COMMENTS: pH is below.recommended limit and may have corrosive characteristics. Nitrate level should be monitored periodically. WATER MEETS EPA STANDARDS AND IS SUITABLE FOR DRINKING PURPOSES FOR PARAMETERS TESTED. ND=None Detected. <=less than >=greater than TNTC=too numerous to count Date LM-q Rkhald J. Saar Laboratory Director Page 1 of 3 R.I. Analytical Sl akvs in&M"wnenW Services CERTIFICATE OF ANALYSIS Envirotech Laboratories,Inc. Date Received: 04/23/2004 Attn: Mr.Ron Saari Date Reported: 04/30/2004 8 Jan Sebastian Drive P.O.#: Sandwich,MA 02563 Work Order# 0404-05745 DESCRIPTION: LARRY NICKULAS(ONE DRINKING WATER SAMPLE) Subject sample(s)hasihave been analyzed by our Warwick,RL laboratory with the attached results. Reference: All parameters were analyzed by U.S.EPA approved methodologies and all NELAC requirements were met. The specific methodologies are listed in the methods column of the Certificate Of Analysis. Data qualifiers(if present)are explained in full at the end of a given sample's analytical results. Certification#: RI-033,MA-RIO]5,CT-PH-0508,ME-RI015 NH-253700 A 8t B,USDA S41844,NY-11726 If you have any questions regarding this work,or if we may be of further assistance,please contact us. Approved by. Data Repo enc: Chain of Custody 41 Illinois Avenue,Warwick,R102888 131 Coolidge Street,Bldg 2,Hudson,MA 01749 Tel:(401)-737,8500 Fax:(401)7?18-1970 Tel:(978)568-0041 Fax:(978)56SM78 Page 2 of 3 R.I.Analytical Laboratories,Inc. CERTIFICATE OF ANALYSIS Envirotech Laboratories,Inc. Date Received 04123/2004 Approved by. Work Order 0404-05745 Sample# 001 SAMPLE DESCRIPTION: 0404422 LOT B THE PLAIN ROAD W.BARNSTABLE SAMPLE TYPE: GRAB SAMPLE DATL4MWE: 04/2TJ2004 SAMPLE DET. - DATE PARAMETER RESULTS LEWH UNITS METHOD ANALYZED ANALYST Volatile organic caupmxb a0S 0.5 ugn EPA 324.2 04/29/2004 AMT Brmnocorm ms 0.5 ug4 EPA 5242 0429/2004 ANT Dr <0.5 0.5 U0 EPA 5242 041292004 AMr Chloroform 1.0 O.S ug4 EPA 5242 04/292004 AMC 1,2-Dtbmmoothane(MB) <0.5 O.S q0 EPA 5242 04/292004 AMT Bw=c <0.5 0.5 WA EPA 524.2 04292004 AMC Carbon T mS O.S ugA EPA 5242 04292004 AMC 12-Dichlmmflme <0S 0.S ug4 EPA 524.2 04292004 AMC Trichimadhme <03 0.5 WA EPA 524.2 04292004 AMC 1,4-Diehlorobamme <0.5 0.5 ug4 EPA 5242 04292004 AMC 1,1-DichleroedLaoe <03 0.5 u&4 EPA 5242 042912M AMT l,l,l-TrichlmoedmM <AS OS U94 EPA 5242 042920M AMT Vmyl Cblmide <OS 0.5 WA EPA 5242 0429/2004 AMC Bromobewme <0.5 O.S ug4 EPA 5242 04292004 AMC ammmnedwoe <0.5 0.5 ug4 EPA 5242 04292004 AMC Chlarobamme <0.5 0.5 u&4 EPA 5242 04292004 AMT Chlaraed me <03 0.5 ug/1 EPA 5242 04292004 AMC Chlmomedum <0.5 0.5 u94 EPA 5242 04292004 AMT 2-Chkxotohrene <0.5 0.5 Mo EPA 5242 04292004 AMC 4-Chk=olu= <0.5 0.5 ug4 EPA 5242 0429/2004 AMT Dibromomethane <0.5 0.5 wA EPA 5242 04292004 AMT 1.3-Dichkn)bw=c <0.5 0.5 ug4 EPA 5242 04292004 AMT 1,2-Dichlaobcmxw <0 5 0.5 ugA EPA 5242 04/2MOM AMC traw1.2-Dich1awethcnc <0.5 0.5 ug4 EPA 5242 04292004 AMC cis42-Dichlmocthmc <0.5 0.5 u&4 EPA 5242 04292004 AMT Methylene Cbkdde m3 0.5 ug4 EPA 5242 04292004 AMT 1.14Xchloroethme <0.5 0.5 U94 EPA 5242 04292004 AMC 1,14Dichlaopmpene <0.5 0.5 ug4 EPA 524.2 04292004 AMT 1,24Dichloropmpane <O.S 0.5 ug4 EPA 524.2 04292004 AMT 1,3- chlmopropauc <0S 0.5 ug4 EPA 524.2 04292004 AMT ci3-1,3-Dichloropropmc <0S 0.5 ugA EPA 524.2 042920M AMT 2,2-Dichloropopam <03 0.5 ugA EPA 524.2 04292004 AMT Ethylbm=c <0.5 0.5 ug4 EPA 5242 04292004 AMT Sty,we <0.5 0.5 u&4 EPA 524.2 04292004 AMT 1,1,2-Trichlaoetharre <0.5 0.5 UO EPA 524.2 04292004 AMT 1,1,1,2-Tetradd0roethme <0.5 0.5 ug4 EPA 5242 04292004 AMT 1,1,2,2-Tetrachlmoethaoe <03 0.5 UO EPA 524.2 04292004 AMT Telrachloroetbme <0.5 0.5 ug4 EPA 5242 0429/2004 AMT 1,2,3-Trichlorupropane <0.5 0.5 ugA EPA 5242 04/2920M AMT Tohrme <0.5 0.5 ug/1 EPA 524.2 04/292004 AMT Page 3 of 3 R.L Analydcal Laboratorks,Inc. CERTIFICATE OF ANALYSIS Envnutech Laboratories,Inc. Date Received: 04/23/2004 Approved by. Work Order#: 0404-05745 • g Ste�ple# 001 SA113PLE DESCRIPTION: 0404422 LOT B THE PLAIN ROAD W.BARNSTABLE SAMPLE TYPE: GRAB SAMPLE DATE/TIME: 04/=004 SAMPLE DET. DATE PARAMETER RESULTS IZ*M UNITS- METHOD ANALY2ZD ANALYST Xyl-w <o.s 03 eO EPA 5241 OVAW o4 AMT 1,2-nftomo-3-Mmopupaw . m.5 0.5 ngl EPA5241 04r29r2OO4 AMT m3 03 uO EPA 5242 04129/2004 AMT .0.5 03 URI EPA 5242 04r192004 AMT DidUarodftwomedume <0.5 OS uRll EPA P42 04292004 AMT .4.5 03 uVl EPA 5242 04292004 AMT Dbubdiew �*.5 03 url EPA 5242 042A2004 AMT bopwymenme <0.5 0.5 usn EPA 5242 OM292004 AMT P-bOPrOpyMotueoe m.5 0.5 ve EPA 5242 04292004 AMT NaphdWme <0.5 03 WA EPA 5242 04/292004 AMT n-Propyll— <0.S 0.5 UO EPA 5242 GVM004 AMT xo-Batylbm=c <O.S OS mq EPA 5242 04292004 AMT tartButym=me m3 0.5 u9n EPA 524-2 04292004 AMT 1,2,3 Trichlotobmzcw <O.S 0.5 WA EPA 524.2 04fMOO4 AMT lA4-Trkhbmba=w <O.5 0.5 upll EPA 524.2 04292004 AMT lX4-TrimedWftw xwe <0.5 0.5 ugll EPA 524.2 0429 2.004 AMT 1,3,5 Trimalhy a <0.5 0.5 u&l EPA 524.2 04/192004 AMT Mdhyl Tabary Butyl Ether(MTBE) <1 1 lei EPA 5242 04292004 AMT n-Heumn <10 10 u®Il EPA 524.2 042W2004 AMT SURROGATES RANGE EPA 5242 04r2 2004 AMT ¢&omofiuorobefl2= 103 90-120% EPA 5242 04/292004 AMT 1.2-Dkhbmbaozmed4 105 W420% EPA 5242 04292004 AMT Town of Barnstable p#-- of Regulatory e Department Srvices g �. BARNSTABEK : Public Health Division Date - q KAa9. 4'p�Fo►rut�`� 200 Main Street,Hyannis MA 02601 2-3 CO Time /1 Fee Pd. r Date Scheduled � ---�- Soil Suitability Assessment foy Sewage Disposal Witnessed By: Performed By: ',! ,:� .r !1_'-'°a'a: I• •q, :,, !r.I a c' 1' 't �` i r'�.s � ,�•e,: l h r�1�S��•'h !L'td7�!�+�'�9i�:, 4 11 ; 1 'r'• 'I: � � as it •�,w "''' owner's Location Address ��- /h e Assessor's Map/Parcel: /2 G P4 r-c 6 L Enginee�r�s Name "1.l NEW CONSTRUCTION REPAIR Telephone# LandUse V C//NT Stop es(Y.) A59i Surface Stones/IiI5 D/3Sr2 VE'/� Distances from: Open Water Body��� ft Possible Wet Areal Drinking Water Weli ft � ft Other ft Drainage Way ft Property Line `�— SICETCH: (Street name,dimensions of lot,exactlo ations of lest holes&perr tests,locate wetlands in proximity to holes) / 7e z�> -- 3s Patent material(geologic) 5,4i✓ Depth to Bedrock Depth to Groundwater: Standing Water in Hole: /1/��T 16J ✓P Weeping from Pit Face l, 3F Ill Gci2AG/fTy f /rI/L���2 CDA.?d"1�.2 5 Enstimated Seasonal High Groui �ater 8 Z 1" TG' / 'Y�� G .O !� m�+,n .y F. yI'.,' ,.'„ u`jly�.l, a-n���'�yuli /C � l� 1r '! ,.s 1� 5 t 4 �9r r $ S ijlln;:li 4 1�.•`' .9r 1 ' •'IJ)� Sj!'- r.! '�•, f p F.n Y �1 Ir9 uUYa l�.l r .. C fI All • IltlFirl�'f_f;�f(il5 �Illpblj'rI'�ieV � r'" 1 OM.� ,�• :tlmx! �� f R� I.9'7r �1IdY!dlalin:IIJA�6.lil'!IILI(ll iitl: a1.7' Method Used: in• pel,rh to soil mottles: Depth Observed standing in obs.hole: ft. in. Groundwater Adjustment Depth to weeping from side of obs.hole: Ad' Groundwater Level_ Index Well# Reading Date: Index Well level Adj.factor j- `N°� q rl�' A�Id:' I� IlY, Milli :'��: :nwr::. iJ rl AI!'I!,$m i!.I.(¢H ���I 1 hNI� r I111yy41Fd1L "k 1{!21 �J7 U�UIFt�IY:'I IyIn 27 11 �1 I�k J,r Cil I Juio�, p 6 1 r Observation fimeat9" /Z Hole# •T�.' (. rF -- Z, • Depth of Perc 3�•r'S ••� 39 ,5 '„ Timeat6 (a� (% 0 /Z%�✓r.' Z� Time(9"-6") la •O(d Z Start Pre-soak Time End Pre-soak Jl' 7/y / l Z Z[?; Z U Rate Min./inch !/ Site Fatted: Additional Needed(Y/N) mum .,_.' .'n;. . .Ya ;o a!, '9'v`'' i(.r'" ,•,J"!8r' Y,.lai!:,,I'i(I!tl'.6r!II,i..f': l :r I 'i�!A;,9 hnk,r��hrd�3G§�I� ,i!k.y�ul`. .4. �I! u ! 9 Ihi?�1�' •.. ai..'. I ! I' . vraih� . . a ,fir xra� e9lt?R ,isra ' a�a"il' sldyw I � ` Hsu 6 � s �JNfnY�f JuhltlYllalk:J. Depth from Soil Horizon Soil Texture Soil Co or Soil rejSt Surface(in.) (1JSDA) (Munsell) Mottling Stn►eture;Stones,Boulders. Consistency,%Gravel o�y sy,� 7/� 36 - 71'9 514lv�b i o rx 213 Cd4,0,sc V&'y ct�VZ y 79`13 Z C 10 i y ^ 1.. i L:" Ar. ;•: ,., n a � I y eml I. r'r:,l!'.r!{�li, IIA�M�II!y" I'��III��i'i':`�:A^J�"''I!y(III','�� Jk s ----------- soil i •.Ge d, Qtllef £tlutkl 'JVWa !' § h aw '9u data ro nrrr� TP` Depth from Soil Horizon Soil Texture Soil Color Surface(in.) (USDA) (Munsell Mottling Structure,Stones,Boulders. Consistenc %Gravel G " " /4 o��Y 7.Sy2 3� /U f 120075 aa� v.nppp{g vg 1�'IlA�lr'7 nLnq�F M1�•,�pna'Ti i40 _.;>-tV +1•: � P^'1' r.J�nX.IA" y'iP9.V k�1`I�'41'G!,I �I.�iykf I II j.'vl!2IY�hyV'1;�.1:14:�'!rR'��:1'�l�f . _ ,r.„-,#c'�F�!'"_.,rc'OIFI',^:n•,a v• �s�r� •:y�y- 9 t 4.�,I,iti�. Il!�yy!!u f,i �,53,p:Pli:,r�'4"'i�-, Jl ,:J,i�i�il��a'y, Fri f,I„o:,J9:le V!"i 71!,V!YF. 'I. i r: 4 s, •1,... ,.a a :Y",77���^1' '9^t�'YI'Nr_ :I!::'Y,Y..�ren''!1l jl��y yT+�j L;,�1 II 0:1ra,G`d I, amf Yk k9;l T �Y! �m�{h�2e6nrse4cY!fSXY{�,�!6 :Mh�.fd! e M 499 N�kQi{III:Pulpi-��1'r{,�IiYJAr9'V:k� '.�^i-9L�!IF��lNis@'Fy!INRY�Alt�Y:f57kiai.4!!�41...0�6.d,dYl�'�!!.krah9, !tIS'e9r !no Other Depth from Soil Horizon Soil Texture soil Color Soil Surface(in.) (USDA) (Munsell) Mottling Structure,Stones,Boulders. Consistenc %Gravel , �'I;I'y'•''!�i' t:ill. Iq:Ii a II'• 6 '�!J^!�.r�19�li!9�,,�;IYQ ,.nn.,_ , r. r I.' c,,. yl .•�.:�,..e:::9'r ll n;!",�."`�?' •j.l: ii^'! '!ytj�'.,!i'rd, 4, i;yklml'-n:ai a N. . mr. '''i;"4, Fp• ,q?' t Y'. J -�!� ! I Wr t �Y,1�';11.�,' If kl!.4;,:; slr.�.l l,�"y ;_!^p.l ';_i• ..;pyl Y� >tis�.��!Nn �Vrit�'�,��I ' 'k�n„9,'N ax�aar�sa'r�a>�i�,aws. tv�uranJwllaa9s�! w�;��k �Y fi Soil Other Depth from Soil Horizon Soll Texture Soil Colar Mottling Structure,Stones,Boulders. Surface(in.) (USDA) (Munsell) g Consisten %Gravel Flood Insurance Rate Map: Above 500 year flood bbundary No_ Yes Within 500 year boundary No T Yes ' Within 100 year flood boundary No Yes Depth of Naturally Occurring Pervious Material. Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the .area proposed for the soil absorption system? Es If not,what is the depth of naturally occurring pervious material? — ' Lerti t►on c T certify thatop %9`� (date)T e passed the soil evaluator examination approved by the Department df Environmental Protection and that the aLove,analysis was performed by m onsin vith IT,,-ron,,;rPA rrainina- expertise and experience described in 310 CMR 15.017. < �✓� " i f, 0 28'-0" J 28._0„ L, voi AZEK:DECKING 1rVA� OJ I I P.T.6 x 6 POSTS I I I I I I I Up &RAILINGS DN. i w I 'C in I I I I I I I l i i DECK ��" q I LLLI—I—IJJ q — I I —,J.INE OF DECK 1q_ 14'-0" I I ABOVE v I I O in ,I. N REP RANGE ANDERSEN 9 is CW135 3,0"X6'8" TO"X6'8" KITCHEN'. siNK r�J"Q \ (VERIFY.KITCHEN 3 ANDERSEN LAYOUT W/OWNER) Az51 STORAGE \\ o \ + c \ LIVING _ _ O ANDERSEN + 3'-6 17-6" •� TW2442 4,0" 8'-11" .� 8•:q s [LATH A ` N. � AA HALF ANDERSEN WALL FPULL-DOW_ 5 5 1 1 wA251 DN STAIR GARAGE x S _ l l N 5 a m cD / 3'0"x6'8" I N FOLDING C / ANDERSEN - ANDERSEN BEDROO - ANDERSEN A251 A251 / c 2-8 TW2442 / n / UP GLOSS o o I I CLOS. e 3'0"x 6'8" 2'4`x 6'8" FOLDING I 9'0"x 7'0"O:H..DOOR W/TRANSOM ABOVE I L - ANDERSEN co CONC. TW2442 A261 x APRON 0 T_6„ 5,_3" B'_3" 9'-D 4'-0" 28'_0" 28'-0" FIRST FLOOR PLAN SECOND FLOOR- PLAN Z SMOKE DETECTOR QC CARBON MONOXIDE DETECTOR ®HEAT DETECTOR r 1`J THE DESIGNER SHALL BE NOTIFIED IF MY //�� BUILDING (\/��' I SCALE DRAWING NO. ERRORS A OMISSIONS ARE FOUND ON N.C,/\' K I L D I N V FOR: B COTUIT BAY DESIGN, LLC THESEDRAWIN.THEBR TO DINGCTOF E V V v CONSTRUCTION.THE BOOR THE CONTRACTOR 1/4" — 1'-0" 43 BREWSTER ROAD WILLBERESPOINGSI FOR CONTENT COMMENCES S WITHOUT CONSTRUCTION /� R MASHPEE MA. 02649 COMMENCES WITHOUT SOTIFYI FOR HE TH �Il K II AS RESIDENCE DATE : DESIGNER OF ANV ERRORS OR OMISSIONS. lV" V L THESE DRAWINGS ARE SOLELY FOR THE USE A�. PH. (508)274-1166 OF THE DRAWINGOWNER REOUIRESD MY OTHER USEWRITTEN od THESEDCTURAL REOUIRESTHETEC 240 THE PLAIN`S ROAD WEST BARNSTABLE, MA 11/20/2017 FAX (50 ) 539-9402 CONSENT OF THE OESIGNER UNDER THE ACT OF.ARCHITECTURAL COPYRIGHT PROTECTION ACT OF.1990. NAILING SCHEDULE ,2 110 MPH EXPOSURE B WIND ZONE 12 JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING ROOFFRAMING: r BLOCKING TO RAFTER(TOE NAILED) 2-8d 2-10d EACH END RIM BOARD TO RAFTER(END NAILED) 2-16 d 3-16d EACH END WALL FRAMING: TOP PLATES AT INTERSECTIONS(FACE NAILED) 4.16d 5-16d AT JOINTS STUD TO STUD(FACE NAILED) 2.16 tl 2-16d 24"o.c. 12 HEADER TO HEADER(FACE NAILED) 1fitl IStl i6"o.c.ALONG EDGES FLOOR FRAMING: 6 JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-10d PER JOIST BLOCKING TO JOISTS(TOE NAILED) 2-8d 2-10d EACH END III TOP OF PLATE BLOCKING 70 SILL OR TOP PLATE(TOE NAILED) 3.16d 4.16d EACH BLOCK I I I I If 11 IT 11 11 11 111 11 1111 11 1111 11 If I I if I —— LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d .EACH JOIST JOIST ON LEDGER TO BEAM(TOE NAILED) 3Atl 3.10d PER JOIST BAND JOIST TO JOIST(END NAILED) 3.16tl 4.16d PER JOIST - , BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-16 d 3-ISO PER FOOT 11 IT 11 It IT 11 IT IT 11 IT ROOF SHEATHING: _ WOOD STRUCTURAL PANELS(PLYWOOD) RAFTERS OR TRUSSES SPACED UP TO 16"o.c. 8d 10d 6"EDGE/6"FIELD iiL RAFTERS OR TRUSSES SPACED OVER 16"o.c. 8d 10tl 4".EDGE/4"FIELD111 11111 TOP OF PLATE GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d IOd 6"EDGE/6"FIELD IIIII ATKNEEWALL GABLE END WALL RAKE OR RAKE TRUSS 8d iOd 6"EDGE/6"FIELD W/STRUCTURAL OUTLOOKERS GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8tl 10d 4"EDGE/4"FIELD SECOND FLOOR CEILING SHEATHING: SUBFLOOR GYPSUM WALLBOARD 5d COOLERS 7"EDGE/10"FIELD WALL SHEATHING: -WOOD STRUCTURAL PANELS STUDS SPACED UP TO 24"o.c. 8d 10d 3"EDGE/12"FIELD 1/2'&25132"FIBERBOARD PANELS 8d — 3"EDGE/6'FIELD El El11 IT IT If L1 IT 1/2"GYPSUM WALLBOARD 5d COOLERS — T EDGE/10"FIELD 00 ' FLOOR SHEATHING: - / \ WOOD STRUCTURAL PANELS(PLYWOOD) 1"OR LESS THICKNESS 8tl 1d 6"EDGE/12"FIELD � GREATER THAN 1"THICKNESS 10d 16d 6"EDGEl6"FIELD 1. D ED if It if If 1 i LITTy4w it flit 11 It 11 li'l HF_15_77�ml TOP OF FOUND. VERIFY O.H.DOOR DETAILS 1N THE FIELD W/OWNER' TYP.ASPHALT ROOF TYP:PVC 1 x 6 RAKE BOARD-W/1 X.3:DRIP BOARD .SHINGLES -FRONT ELEVATION 12 12 IECC2015 RESIDENTIAL ENERGY EFFICIENCY DETAILS III fill TOO OF PLATE CLIMATE ZONE 5(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK'CALCULATION TABLE 402.1.2(MINIMUM PRESCRIPTIVE'INSULATION&FENESTRATION REQUIREMENTS) TYR PVC 1 x 8 FASCIA,FRIEZE - FENESTRATION SKYLIGHT CEILING WOOD FRAMED WALL.FLOOR BASEMENT WALL BASEMENT SLAB CRAWL SPACE WALL \ &SOFFIT BOARDS U-FACTOR U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE -0,30 MASS. 0.55 - 49 20 or 13+5 30 15/19 10.(4 FT.DEEP) 1511.9 AMMEND. TYP..AZEK DECKING &RAILINGS - TOP OF PLATE NOTES: AT KNEEWALL 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. 0 2.15/19 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR SECOND FLOOR' OF THE HOME OR R=19 INSULATION CAVITY AT THE.INTERIOR OF THE BASEMENT WALL SUBFLOOR 3.REFER TOIECC 2015 CHAPTER 4FOR ALL INSULATION&.ENERGY REQUIREMENTS TOP of PLATE 4.13+5 MEANS R5 CONTINUOUS INSULATED SHEATHING ON THE WALL EXTERIOR &R13 CAVITY INSULATION •TYR PVC 1 x 4 TRIM P.T.6 x 6 POSTS. W12"SILL \ IIIIIi C TYP.PVC 1x6 CORNEBOARDS R co TYP.W.C.SHINGLE SIDING 5'TO WEATHER TOP OF FOUND. LEFT ELEVATION- THE J OEDRAWI SHALL SE NOTIFIED STARTFANY NEW BUILDING FOR: SCALE DRAWING NO.: ERRORS OR OMISSIONS ARE FOUND ON 1I4rr ®� COTU IT BAY DESIGN, LLC THESTR CTI N.THE OR BUILDING TOF — CONSTRUCTION.THE BUILDING CONTRACTOR NEW BREWSTER ROAD WILLESE DRAWINGS RESPONSIBLE FOR THEONSTR CONTENT C THESEDRAWINGSIF CONSTRUCTION I■ ■1 RESIDENCE ENCESWITHOUT NOTIFYING THE N I CKU LAS � \E.S-I D E N V E DATE : MASHPEE MA. 02649 DESIGNER OF ANY ERRORS OR OMISSIONS. THESEOMERDRAWINGS ARE SOLELY FOR THE USE PH. (508))274-1166 OF SE DRAWING RED MY QUIRES THE OTHER USE OF 11�2O/2017 FAX (508) 539-9402 ACT OF19TUIRALCOFVRIGHTPROTEC ON 240 THE PLAINS ROAD WEST BARNSTABLE MA CONSENT OF THE DESIGNER UNDER THE ACT OF 1830. -, NOTES. TYP.ASPHALT ROOF SHINGLES 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS &DIMENSIONS IN THE FIELD 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, DETAILS,&FINISHES IN THE FIELD WITH OWNER 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT TYP.PVC x 6 FASCIA,FRIEZE FIRST FLOOR TO BE 6'-10"ABOVE SUBFLOOR &SOFFIT BOARDS 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS STATE BUILDING CODE,8TH EDITION AMENDEMENT&IRC2009 TOP OF PLATE 5.) 110 MPH EXPOSURE B WIND ZONE 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, TYP.PVC 1 x 4 TRIM OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING W/2"SILL 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e U360 LOAD TYP.PVC 1 x 6 8.).SEE CERTIFIED PLOT PLAN FOR ALL EXISTING&PROPOSED DETAILS TOP OF PLATE CORNEBOARDS 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ATL� .E.... KNEEWAIL ALL SIMPSON COMPONENTS 10.)FOLLOW ALL REQUIREMENTS OF THE IECC2015 RESIDENTIAL ENERGYLO FLooREFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION BFLoorz INSTALLER/CONTRACTOR. __LOP OF 11.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE DURING FRAMING CONSTRUCTION If[[Till[lull IIIIII If[] 12.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE ITT-11 11 It 11 11 If it if if if it if it if if if if it lit 11111 13.)ALL HEADERS LESS THAN 4'0"TO BE 3-2 x 6's UNLESS OTHERWISE NOTED It alm 111111111111111111 14.)FOLLOW ALL REQUIREMENTS OF THE IECC2015 RESIDENTIAL ENERGY m EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION JITT INSTALLER/CONTRACTOR. a 0 TOP OF FOUND. If IIIIII fill it IIII it it 12 1 2[7 RIGHT ELEVATION TYP.PVC 1 x 8 RAKE BOARD W11 X 3 DRIP BOARD IT 11 it IT I 12 6� --ill till IT L11111 Dull TOP OF PLATE lilt 1111111111 11 if III - TOP OF PLATE Alull [lull IIIIII It 11 IT fl- I!L.UB KNEEWALLOND FLOOR TYP.W.C.SHINGLE SIDING FLOOR OilN5"TO WEATHER TOP OF PLATE Ill lilt [fill[ IIIIIIIIIIIIII lilt If lilt it fill it 111111]full 11 11111 111111 111111 TOP OF FOUND. It 111111 P.T.6 x 6 POSTS REAR ELEVATION THE DESIGNER SHALL BE NOTIFIED IF ANY R FOR: SCALE : DRAWING NO. : ERRORS OR OMISSIONS ARE FOUND ON NEW BUILDING I L D I N G ■ O■ � Q" COTUIT BAY DESIGN, LLC COSEORAWIN.THE BR TO DING CT OF D _ 11 _ �] o o /�/ o CONSTRUCTION.THE BUILDING CONTRACTOR 1/4 -1 -0 43 BREV1�STER ROAD WILLBERESPONSIBLE FOR THE CONTENT C THESE DRAWINGS IF CONSTRUCTION ING THE MASHPEE MA. 02649 COMMENCESNGSM SOLELYFORTH NICKULAS RESIDENCE DATE : A3 DESIGNER OF MY ERRORS OR OMISSIONS. 1 THESE DRAWINGS ARE SOLELY FOR THE USE PH. (508) 274-1166 OF THE OMER DRAWING REQUIRES ANY OTHER USE OF FAX (508) 539-9402 ARCHITDRAWINGS CTU'RALLCOWRIGHTMOT'ECTOJN 240 THE PLAINS ROAD WEST BARNSTABLE, mA CONSENT OF THE DESIGNER UNDER THE 11/20/201 7 ACT OF IND. 28'-0" 28'-0" FASTEN BEAM TO P.T.6 x 6 POSTS W/SIMPSON ACES POST CAPS ————--� �F—r--I I I 18"WIDE x,2"DEEP 3.P.T.2 x 10 BEAM CONCRETE PAD UNDER STAIRWAY I I I I ( IIIIII I I I I I I I I I I I ( IIIIII I I II IIIIII �` I I I q LLLI-I-IJJ I q LI-I� FJJ I 10"DIA.CONCRETE SONOTU W/ TO L J P.T.2 x 8's 0 16"D.C. P.T.2 x 10 LEDGER BO RD SCREWED TO BELOW GRADE.USE SIMPSON ABU66 W/ ID-SP[N BLOCKING SOLID BLOCKING W/(2)LEDGERLOK SCREWS ILCO'C' I I I POST BASE - 16"o.c.W/ZMAX LU210 GISTS HANGERS INSTALL SIMPSON DTT Z TENSION TIES ULKHEAD I I I ———— JOIST LOCATIONS j EACH END HOUSE TO DECK —————————————— -- ------ r--------------- --I i m I I I i I I I I DROP TOP OF WALL I _ BASEMENT WINDOW AT ENTRY DOOR . I -111-2° IBASEMENT I I O 4"CONC.SLAB W/ o m. 6 MIL POLY UNDER I GARAGE I I .I O D J �N (4"CONC.SLAB m❑ I PITCH 2"TO O.H.DOOR I z rn tog I, W/6 x 6 WWF EMBEDDED I A A < d A LU 5 �2-13/4"x7 1/4"LVL I. I I I A5 5 2-13/4"x11 1/4"LVL 00 N 3 A5 TYP.W CONCRETE FOUNDATION WALLS - I FOOTING TO 4'0"BELOW I w GRADE W/KEY I I 1 I a BASEME T I S"CONCRETE WALLS W/(2)#4 HORIZONTAL WINDOW BARS-AT TOP&MIDDLE OF WALLS&#6 I - I I I VERTICAL BARS AT 36"ox.W/8"x 20" 2-1 3/4"x 7 /4"LVL I CONCRETE FOOTINGS,2 x 4 KEY I. 2-1 3/4"x,1.1/4"L VL - I .INSTALL(3)#5 BARS IN FOOTING I I L I I i I I DROP TOP OF WALL - - `* I AT O.H.DOORL t_ I I ^ —- -—- . --------.------- ---------- ---. 4K,2J 3-1:3/4"x 11 1/4"LVLL HEADER. 4K:2J. .. CON C. APRON SOLID BLOCKING IN THE OUTSIDE TWO JOIST BAYS AT 48"D.C. I 14'-9° 9•-6" 31.9" l I INSTALL FLASHING UNDER 28'-0" I HOUSEWRAP&DECKING 28'-0" I FOUNDATION PLAN -� -—DECKING FLOOR FRAMING PLAN. FLOOR JOISTS P.T.2x8's 16"D.D. P.T.2 x 6 SILL W/SEALER I INSTALL PEEL&STICK r_l_f c. I RUBBER MEMBRANEgETWEEN LEDGER.& PM 0c zSHEATHING P.T.2 x 10 LEDGER BOARD SCREWED TO SOLIDBLOCKING W/(2)LEDGERLOK SCREWS 16"O.c.W/ZMAX LU210 JOISTS.HANGERS INSTALL SIMPSON DTT1Z TENSION TIES AT(3)LOCATIONS FROM HOUSE TO DECK JOIST(1)EACH END INSTALL 518'ANCHOR BOLTS AT 24"o.c.MAX. ANCHOR BOLT DETAIL DECK DETAIL W/SIMPSON BPS 5/8-3 BEARING PLATES PL COR E BOLTSRAND WITHIN 6"-N5"OFTO A-a p CH SCALE: 1/2"=1'-O" THE DESIGNER DRAWINGSSHALL PRIOR NOTIFIED IF ANY N r\ A BUILDING y - I LD NG FOR: SCALE : DRAWING NO. : COTU IT BAY DESIGN. LLC ERRORS CTION. HEBUIARE FOUND ON DINGCONTR `L V\V/ y U _ THESE DRAWINGS PRIOR TO START OF 1/4" — 1.'-0" 'CONSTRUCTION.THE EFOR T G CONTRACTOR 43 BREWSTER ROAD IN THESE DRAWINGS FOR CONTENT IN THESE DRAWINGS IF CONSTRUCTION MASHPEE MA. 02649 DDPIGNIMENER OF OR NICKULAS RESIDENCE DESIGNER OF ANY ERRORS OR OMISSIONS. DATE : THESE DRAW WGS ARE SOLELY FOR THE USE PH. (508�274-1166 TOF HESE RAW GOTED.IRES THEW USE N FAX Od (� THESITECTUNGSREDRIGHT'REWRITTEN 240 THE PLAINS ROAD WEST BARNSTABLE,. MA 1.1/13/2017 FAX(50 ) 539-9402 CONSENT OF THE DESIGNERUNDERTHE ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. 28'-0" TYP. ROOF CONST.. -2 x 10 ROOF RAFTERS @ 16"o.c. -5/8"CDX PLYWOOD ROOF SHEATHING CONT.RIDGE VENT -ASPHALT ROOF SHINGLES -15LB.FELT PAPER -10"HI-R BATT INSULATION 2 x 6's @ 16"o.c. @ SLOPED CEILINGS(R=38) -11"BATT INSULATION 12 @ FLAT CEILINGS(R=49) 12 -MULTI LVL RIDGEBEAM -SIMPSON H 2.5A HURRICANE CLIPS AT ALL RAFTER ENDS. „ -ICE/WATER SHIELD AT BOTTOM 3'0"OF ROOF 4 x 6 PO-' FROM RIDGE DOWN - \ -PROP-A VENT BETWEEN RAFTERS TO 3-1 3 "x 9 1!2"LVL HEADER \ -WIND WASH BARRIERS USE 2K,2 ACH SIDE -ALUMINUM DRIP EDGE \ \ 12 v _ 2 x ITS @ 16"D.C. \ TOP OF PLATE 3-2x6 HDR. TYP.112"GYP.BOARD ` `\ VENTSSOFFIT 1 / / ON 1 x 3 STRAPPING \ @ 16"O.c. \ N FINISHED STORAGE p 314"T&G PLYWOOD !TYP.WALL CONST. `O SUBFLOOR-GLUED&NAILED SECOND FLOOR - '94� IMPSON HSUR OR c�L 1.2 x 6 STUDS @ 16"o.c. _ SUBFLOOR �. HANGER 2.1/2"PLYWOOD SHEATHING - TOP OF PLATE 3.6"(R=21)BATT INSULATION 2 x 12's @ 16"o.c. 4.1/2"GYPSUM BOARD w - i 5.W.C.SHINGLE SIDING 9"BATT INSUL.(R30) o. o K A \ A. c 6.TYPAR EXTERIOR VAPOR BARRIER - 5/8"FIRECODE GYP.BD. c p 5 - — — ON 1 x 3 STRAPPING @ 16" w o 2 x 12 RIDGE BOARD -AS o.c.IN GARAGE LU m m _ o STORAGE GARAGE m S (4"CONC.SLAB i I PITCH 2"TO O.H.DOOR 2 x 8's @ 16"O.C. W/6 x 6 W WF EMBEDDED TOP OF FOUND. P.T.2x 6 SILL W/SEALER: c'. BASEMENT DAMPPROOF WALLS 4 - BELOW GRADE 'v 4"CONC.SLAB WI 6MIL POLY UNDER TYP.B"CONCRETE L 8"CONCRETE WALLS W/(2)#4 HORIZONTAL .FOUNDATION WALLS BARS AT TOP&MIDDLE OF WALLS&#6 W/8"x.18"CONCRETE 4 x 6 POST FROM RIDGE DOWN VERTICAL BARS AT 36'o.c.W/8"x 20" FOOTING TO 4'0"BELOW CONCRETE FOOTINGS.2 x 4 KEY GRADE W!KEY TO 3-1 3/4"x 9 112"LVL HEADER .. ___�._-_.�---_ INSTALL(3)#5 BARS IN FOOTING USE 2K,2J EACH SIDE. 28'-0" A SECTION @GARAGE, ROOF FRAMING PLAN, TYPICAL ASPHALT A5 ROOF SHINGLES NOTES: 5/8" ALL ROOF RAFTERS TO BE 2 x 1 O's \\ 15#FELT PLYWOOD SHEATHING 1. ) 2 x 10 RAFTERS 15#FELT PAPER UNLESS OTHERWISE NOTED USE SIMPSON H2.5A HURRICANE CLIPS 2.) USE SIMPSON H2.5A HURRICANE CLIPS WIND WASH AT ALL RAFTERS ENDS AT ALL RAFTERS ENDS BARRIER • 3'0"WIDE ICEMATER SHIELD 3.)VERIFY GUTTER TYPE/LAYOUT ALUMINUM DRIP EDGE W/OWNERS 1 x 8 FASCIA BOARD 1 x 3 STRAPPING W/ 1 x 4 SOFFIT BOARD - 1/2"GYPSUMBOARD 1 x CONT.VINYL SOFFIT VENT 1 x.3 SOFFIT BOARD TYP.2 x 6 WALLS 1 314"CROWN 1 x 6 FRIEZE BOARD DETAIL AT WALL SCALE:'1/2"=V-0" 1� THEDE GHALL PRIOR �\ A / BUILDING I I I LD I N G O■ `� SCALE : DRAWING NO: B 1: COTUIT BAY DESIGN, LLC CONSTRUCTION. C ION.THONSAREG CONTN V'V/ v V 11 \ ERRORSOROMISSIONS MIDRAWINGS IONS RE START OF CONSTRUCTION.RESPONSIBLE FOR THE CONTRACTOR 1/4" - 1 -0" 43 BREWSTER ROAD WR THESL BE E DRAWING I FONSTCONTENT COMMENCES K' I F F COMMENCES WITHOUT SNOTIFYING FOR HE TH N I C� \V L /` S RESIDENCE DATE : MAST IPEE MA. 02649 OESIGNEROFMIY ERRORS OROMISSIONS. HJ THESE DRAWINGS ARE SOLELY FOR THE USE PH. 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