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HomeMy WebLinkAbout0464 BAXTERS NECK ROAD - Health 4. A.Baxter Neck Road Marsions Mills - - — - - - - - - A= 075-04Q. I ° ,�>>.. CERTIFICATE OF ANALYSIS Page: 1 of 1 y•. 4 Barnstable County Health Laboratory (M-MA009) Report Prepared For: Report Dated: 5/1I2015 Ann Queen Order No.: G1586422 464 Baxter Neck Road Marstons Mills, MA 02648 Laboratory ID#: 1586422-01 Description: Water-Drinking Water Sample#: Sample Location: 464 Baxter Neck Road,,Marstons Mills Collected: 04/28/2015 Collected by: customer Received: 04/28/2015 Routine ITEM RESULT UNITS RL MCL METHOD# TESTED Nitrate as Nitrogen 0.55 mg/L 0.10 10 EPA 300.0 4/28/2015 Copper ND mg/L 0.10 1.3 SM 3111E 4/30/2015 Iron ND mg/L 0.10 0.3 SM 3111B 4/30/2015 pH 7.6 PH AT 25Q NA 6.5-8.5 SM 4500-H-B 4/28/2015 Sodium 5.8 mg/L 2.5 20 SM 3111E 4/30/2015. Total Coliform Absent P/A 0 0 SM 9223 4/28/2015 Conductance 160 umohs/cm 2.0 EPA 120.1 4/28/2015 Water sample meets the recommended limits for drinking water of all the above tested parameters. Attached please find the laboratory certified parameter list. Approved By: ILL (Lab Director) ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, P0. Box 427, Barnstable, MA .02630 Ph: 508-375-6605 CERTIFICATE OF ANALYSIS Page: 1 R _ Barnstable County Health Laboratory Report Prepared For: Report Dated: 5/15/2008 Ann Queen Order No.: G0846152 464 Baxter Neck Road Marstons Mills, MA 02648 Laboratory ID#: 0846152-01 Description: Water-Drinking Water Sample#: Sampling Location(`464'Ba'xter NeckRd�MarstonsMill =A} Collected: 5/14/2008 Collected by: A.Queen Map 075 Parcel 040 Received: 5/14/2008 Routine ITEM RESULT UNITS RL MCL Method# Tested Nitrate as Nitrogen ND mg/L 0.10 10 EPA 300.0 5/14/2008 Copper ND mg/L 0.10 1.3 SM 311113 5/14/2008 Iron ND mgiL 0.10 0.3 SM 3 i i l B 5/14i2008 Sodium 7.0 mg/L 1.0 20 SM 3111B 5/14/2008 Total Coliform Absent P/A 0 0 SM9223 5/14/2008 Conductance 150 umohs/cm 2.0 EPA 120.1 5/14/2008 pH 7.9 pH-units 0 SM 4500 H-B 5/14/2008 �h Water sample meets f/:e recommended limits for drinking.water,:of.all the above tested parameters Approved B • __ ---- (Lab rector) Co N czs O s'"'- "O N n r. U7 ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 Y' e/rOWN OF BARNSTABLE � LOCATION yf� `� ��X/e!? II/e, d.WAGE # VILLAGE , /ts S l llir 1 ASSESSOR'S MAP & LOT INSTALLER'S NAME & PHONE NO.��c7 SEPTIC TANK CAPACITY � X / LEACHING FACILITY:(type) (size) �f NO. OF BEDROOMS '7 PRIVATE WELL R PUBLIC WATER BUILDER OR OWNER e ,�- u DATE PERMIT ISSUED: ���/���/-7 DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No �/ r ASSESSORS MAP NO: G 75 +. No...� nY-.l%Z PARCEL N0: ' �/ THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH TOWN..... OF............PARNSTAAL E Applira#iun for Dhip uaal Workii Tunitrurtiun Prrmit Application is hereby made for a Permit to Construct ( X) or Repair ( ) an Individual Sewage Disposal System at: 466 Baxter Neck Road Lot No. 4A ... _ -.................................................................... ...--•.......-•--•••••.........--••••••..._..••••-••-••••-••--•••••••••••..._••••....._........... Location-Address or Lot No. - _John W, Queen & John W. Queens � s ....•...........................................•-------------•-•-••••---••--•--•-- •..........................•••••••-••-•---...............••-•-•-------•-...-•----......._... Owner Address W Installer Address Type of Building Size Lot......... .5res....x,4x%A Dwelling—'No. of Bedrooms.................4 ........................... Attic ( ) Garbage Grinder (X ) '04 4 Other—T e of Building No. of persons............................ Showers — Cafeteria Aa Other fixtures .--••••......-• •-••••-•--•---- - .14 W Design Flow.........5-5..............................gallons per person per day. Total daily flow........44Q...........................gallons. 04 Septic Tank—Liquid capacity1500:gallons Length................ Width................ Diameter---------------- Depth................ W Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area--------------------sq. ft. x 2 12 ft 3% ft 592 Seepage Pit No---­---------------- Diameter...-__-..._..__._ Depth below inlet._...z..._._._. Total leaching area.--•------........sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......B�x t e r...&••.Nye................................. Date._V1.7/U.................. aTest Pit No. 1................minutes per inch Depth of Test PitU.. ft.!_.-_ Depth to ground water 10...f t .------ GL, Test Pit No. 2........?_....minutes per inch Depth of Test Pit...l l_.•f t . Depth to ground water----8...f t....__. a' ••••••-••-•-----••--•---•----•--•-••••-••••-•-•-•••--•-•••-••...................••••....--••••............................................................... 0 Description of Soil_.0_.f.t_. -2f.t. : Loam & Subsoi 1 ; 2 f t_.-_---___l0-_f t .__:__F_ine__.Sand..._.._. x U •••-•-•-•---•-•••-••--••••••---•-•------•---•-••--•.........................................•••-••-••--•••••••-••--••-••••••---••••••-••••••••-•-••-----•--•-•-•--•••-••••------------•-•--••-•••-•..... W ---------------------------------------------------------------------------------- -----•---••-••••--•••---••--------••-••-••-••-•-•-•-••---•-•••••••••••-••••••-•••-•-•••---•-------••-••--•--•---_.... UNature of Repairs or Alterations—Answer when applicable______•_______________________________________•___------_-________--__-----_----•------___-•__. •---•--••-•-•--•----•-----------------------•-------••-••••-•-•-•-•-••••-•-••-•-•-••.....•••••.••-•••••••••••••-••-••------------••-----••---_.._..---•-----••-....................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of i i'I.% 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been iss;V by the and health. Signed -••-•-• ............................... Date Application Approved BY........�*.�"�---�- ... -----�- ----•---------•-•-------------•------- ........................................ Date................ Application Disapproved for the following reasons:.............. ....-•--•-•--------------------------•--...--•--......------------------------........-----•--------...---•----•-----••••--...--••-•----••••••••••--•••--•-----••••-••---------------------•-- -------- Date PermitNo.......�' ........_ ................... Issued_....................................................... Date STRUCTURES ENGINEERING, INC. 167 Washington Street(Route 53) Norwell,Massachusetts 02061 878-0135 November 23, 1987 Board of Health Barnstable Town Hall . 367 Main Street Hyannis, MA 02601 Re: Septic System for Residence at 464 Baxter Neck Road, Marstons Mills, MA Dear Inspector: This letter is to .inform you that I have inspected the septic system for the . above-referenced project. The . installation conforms to the details and . requi.rements as shown on our ' Drawing No. `SP-1 dated June 15, 1987 and the Building Code Requirements. Sincerely, John W. Queen, P.E. President, .Structures Engineering, Inc. PE No. 28011 JWQ:jg cc : P. Bilodeau, Bilodeau Construction Co. TMII JQ 03 SEWAGE PERMIT NO. 87-452 01N OF JO'HNW. w QUEEN 28011 9FGISTE���� FssrorrnL ��G�� THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Application is hereby oouic for u Permit to Construct (X) or Repair ( ) an Individual Smwu0c Disposal System at: 466 Baxter Neck Road 4A mz� N� -------'----'--------'-----'------W.--------'--- --------- Owner Address ------'---''-----'---'--------------'---------'--'- '-------'''----------'----'------------------'----- Inst al e, Addres s � Type cfBo�diog Size Lot��� �����-- 4 �� Dvvcll�oQ--I�o. of 8�dr000uo------.--------_------]Bo�mus�oo ���� ( ) Gucba�c Griod�r , ) 114 Other—Type of Building ............................ No. ofyerunos------------- 5bm~cra ( ) -- Cafeteria ( ) 114 Other fixtures ------.---.-------_------------_.-.----.-..-.--------------------------. � -` Design Flow.......55...............................gallons per person per day. Total daily flow......440-------------- .............. . � ScoticIuuk--Liqnid* oou Length................ Width................ Diameter................ Depth--_--.-- Disposal Treucb--Nu-_------- V�idth.................... Total I-cu0tb-- Total leaching area.---------uq. ft. -- S �d l�o � D�o�tcc �� ��° I)cotb ��m� ��° Total leaching ��pu�o -_----.- ------.. ^ mucr��------- vzaaroaAP;.........sq. ft. Z Other Distribution box ( ) Dosing ~� Percolation Test Results Performed by-----�����g�'�� ------- 547 Teat Pit No. }----------------nniuntcsperinch Z>rptb of Test P1 Depth to ground wateriA. ..... Test Pit No. 2.......A......minutes per inch Depth of Test Pit.!A-.ft!!_ Depth to ground water..-8.'���---. '- ---_'_----.- --...'-_.-_. � O Description C� ufSo��� � --'----------`----`---'----`-----`-`---`-------------------------------------------`--`---`------ --...----.--_--.-.-.----.---_----_------__-----'_---_-_.--_-_-'--'----'---''--__---'--'-_ U Nature of Repairs oc Alterations--Answer when ---.----.------_----'-.--------.-------- -----------'------'-----'---'----------'-------------'----'---'---'------'--'-----'--- | Agreement: The undersigned agrees minstall the aforedescribed Individual Sewage Disposal System in accordance with | the provisions of T-11ITIE 5 oi the State Sanitary Code—The undersignedturther agrees not to place the system in operation oudl u Certificate of Compliance 6 been is 7,11 ,of health. ~^a~^~ '---------` ..........................-.... / (-`\ """ /�vp^ca""^^ '�,p^","" By---.��=-' -.~^==',��c�z��--' ------------------'- ------------------- `~ um" Application Disapproved for the following reasons:.............................................................................................................. - ........................................................................................................................................................................................................ Date PermitNu`--2-7.......'��-��^2..................... Issued...................................................... Date THE CmmMowvvEAcre or xxAssAcHussrrs BOARD OF HEALTH 14 �� --'l��������---��F---/ ����-----------.. � ~°� � v�Wrti��r����� 4�� ��eu44t��4Kana THIS IS TO LE}ZI7F1'' That the Individual Sewage Disposal System constructed �e) or Repaired / ) bc- --- ---- ------ ---- --- ---- -- ---- - -------- --- --_---- --- --- --- ------ -- ----- -- -- ------- ------ -- --- --- / �"7' Ll/i �' 4'Z�/� �/ m 8 �� �h ' /�^ u1__'.. r�-�---.-..-. ..--.--'-----��ss-- -t -'-'.�-c._���-'/'���--'-'--���-�-'�--.�'�'�-. '_-----------_---'----- hsbn instilled in accordance with the provisions of TITIE 5 oi The State Sanitary Code as described in the application for Disposal Works Construction Permit --'---- dated--.---.------_----- THEISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT YHE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................ Inspector.................................................................................... DESIGNING ENGINEER MUST SUPE I SE ID CERTIFY THE COMMONWEALTH or"� - ''--' 'rHE SYSTEM WAS'' -'- 'INSTALLED IN � ��|CT+~~�' BOARD OF AtE66hWICE TO PLAN' / , ��F / �� �- 1�o..��'�-.-�y'.�'] --' ----� ----^^^=��=-''"==='`'`-�----------- FEE-'~--'....-'~---- �� �� ��is������ ������ ���� �� ����� it v--~ ---�~~- ~~--~---'-~~~- �� Permission is hereby granted........................................................................................................................................ � to Sy stem at - ........V_....__�-----''----'-_-----.............................-.............................................................................................. """et 2� au shown oo the uonl�ud Dis posal DJ�Construction ��cu�� ��'�-�'.�� - Dated.......................................... ...................................................... ...............................................- Board of Health [>ATIl ........................................ ------------------------ ......... FORM 1255 xoaasmWARREN. INC., puoLIaysns Department of Environmental Management/Division of Water Resources WATER WELL COMPLETION REPORT WELL LOCATION Address City/Town G.S.Quadrangle Map Grid Location Owner /J12. 'ao 4^V aVc-eeeN Address 117 C.7-u-r% r3o4,Y AR, (oia< r Af4( o 2l6 WELL USE CONSOLIDATED WELL Domestic oll Public ❑ Industrial ❑ Type of Water-bearing Rock Other Water-bearing Zones Method Drilled 1) From To 2) From To Date Drilled /i l g T 3) From To -- 4) From To CASING Depth to Bedrock Q Length /6 Diameter Type PUS UNCONSOLIDATED WELL STATIC WATER LEVEL Water-bearing Materials le Feet below land surface Sand: fine❑ medium© coarse❑ Date measured Gravel: fine❑ medium❑ coarse❑ Screen: GRAVEL PACK WELL Yes No (� Slot# /n length + from hh to ❑ Split Screen(or 2nd screen) WATER QUALITY TESTS MADE Slot# length from to Chemical W Biological Depth To Bedrock PUMP TEST Drawdown oZ. feet after pumping days hours at 90 GPM. How measured 0,RoP Li1V a Recovery & feet after_hours. LOG of FORMATIONS " COMMENTS: (On well or water) Materials From To L', 045 / DR,ILLEIRcb y Firm A7 L4,w 7 �L OJe'-I- OR IL L/4/ � Address City A[9. �R-S"T'�l ✓� °r F-�. Registration No. 7 19— perato ignature Please pant irm y L OMER COPY 15M-2 84-176471 Log' Number: 7003 Bottle # g032 y Date: Julj 13, 1987 SAR.y�,► BARNSTABLE COUNTY HEALTH AND ENVIRONMENTAL DEPARTMENT SUPERIOR COURT HOUSE v BARNSTABLE, MASSACHUSETTS 02630 o • SASS DRINKING WATER LABORATORY ANALYSIS PHONE: 362-2511 Ext. 337 Client: John Queeen Collector: Leslie Feist Mailing Address: Baxter Neck Road Affiliation: well driller Cotuit. MA 02535 Time & Date of Collection: 7/9/37 10:00 a, ,, . Telephone: 255_1211 Type of Supply: tfeII Sample Location: Baxters fleck Well Depth: 301 Gotuit, MA _ Date of Analysis: 7/9/87 11:45 a.m. PARAMETER SAMPLE RESULT RECOMMENDED LIMITS Total Coliform Bacteria/100 ml Q 0 21_ �5.7 Conductivity (micromhos/cm) 51 500.0 Iron ( m) n-9, 0.3 Nitrate-Nitrogen ( m) <_1 10.0 Sodium ( m) F 20.0 I . X Water sample meets the recommended limits for drinking of all above tested parameters. II . Based only on results of the parameters tested for this sample, the water is suitable for drinking but may present the problems checked below: A. Water sample has higher than average levels of Nitrate. Future monitoring is recommended (2-3 times per year) to establish any upward trends. B. The low pH of the water may shorten the useful life of the house's plumbing. C. Water may present aesthetic problems (taste, odor, staining) due to D. Water sample has high levels of sodium. Persons on low sodium diets should consult their doctor. III. Due to one or more of the reasons checked below, this water sample is unfit for human consumption: A. High Bacteria B. High Nitrates REMARKS: CC: Barnstable Board of Health � I CC: Atlantic :.ell DRilling 1 /7/85 ~Laboratory Director Explanation of.Test Results Total Coliform.Bacteria Coliform bacteria are an indicator of the sanitary quality of a water supply. Water supplies may become contaminated from malfunctioning septic systems, cesspools and surface runoff. A total coliform count of zero indicates that your water supply is safe and approved for human consumption. A total coliform count of greater than zero is most often the result of accidental contamination of the sample bottle through improper sampling methods. For this reason, it would be advisable to retest any well water that is not approved. pH pH is the measure of acidity or alkalinityof the water. On the pH scale,the number 7 is neutral, less than 7 is acidic and more than 7 is alkaline. The pH of water on Cape Cod tends to be acidic in the range of 5.0 to 6.5. Conductivity Conductivity is a measure of the dissolved salts in solution. Amounts in excess of 500 micromhos/cm are generally considered unacceptable and may have a laxative effect upon users. Iron The presence of iron in water in concentration of .3 ppm or greater may: give the water a bittersweet astringent taste, cause an unpleasant odor, often gives the water a brownish color and cause staining of laundry and porcelain. The average concentration of iron in Cape Cod's water is .2 - .6 ppm. Although the presence of iron in water may cause the problems listed above, it is not considered deleterious to health. Iron may be removed by use of an iron removal system.- Nitrate-nitrogen The Massachusetts Drinking Water Regulations have set a maximum contaminant level for nitrates at 10 ppm. Excessive concentrations may cause methemoglobinemia (an infant disease) and have been sugCD gested to form potentially carcinogenic nitrosamines. Contamination sources include fertilizers, cesspools and industrial wastes. Copper Due to the acidic nature of the water on Cape Cod, copper tends to leach from pipes. This normally does not present a health hazard; however, concentrations in excess of 1.0 ppm may cause a metallic taste and/or a bluish-green stain on porcelain fixtures. Sodium A concentration of sodium over 20 ppm is only of concern to people who are on a low sodium diet. If the water supply has more than 20 ppm sodium, it is up to the people who are on such a diet to find another source of drinking water or contact their doctor to determine if consuming the water is advisable. Concentrations exceeding 50 ppm indicate that there may be ocean water or road salt runoff water getting into the well. DATE SVM I REVISION RdCORD DR CK S 'NV1cj 0130Nd0'd00o� N1 SdM IN Np1313k3 3H1 NI a3"11d1S1dild1SNl s01b1S l»30aNd cONINOIS3a _-ON111bMN► lJ[ Snw b33NIJN3 slnb3dns - —3xO I ---- - —_� _ �.4J.t_�.L�L• t�•O s - S V-1 C. ,IEL — - _ *0 1 (NY, F-1-, IZ,7'— 2• t i �, l 1 - -- IxS tin _•---___ __, Ix$ � ih1�L. . . � `AIM }fir •E^, 10 „ -- - o'o \Cdp"Q" -- i , �\lr•�-•� �'_ -l x o _ �'r 0 � Y.s-n D I,m„�ti�� '�1'�?'ti�.i��. ����� +�*3. •••3 W1ZR'EGTED wAMP. LI`VCL = 2 . 3 FT, e-,Y.\ R _ _ i 1 f - '�' 7 Lot,+, %.2 Rb -- _ q.o lop Or s ' IZO In W A ICY ov�l (� 14,0 13 9 is �.. a i WATER LEVEL CARRCrTION -G� 14 FO R M Ay 1 q 83 = t 0. 4 FT. #b/ oe /1011 0 0, �_�6•�� 1(o,p • 7... em u. LEAGA^llNt�s °N �4 1 PITS 2 �' 2•� S .� I e ._. DESIGN DATA : r 0 �✓� 0 AI SINGLE FAMILY - 4 BEDROOMS WITH DISPOSAL ,) % o - . t ^ \\ �\ rL9q•�Jf r;;x / DAILY FLOW: 110X4 = 440 GALLONS PER DAY ( G . P .D . ) , � •� �, 130(o .0 _ SEPTIC TANK AT 200 = 440 X 2 = 880 GALLONS �N lr ,;+.f(6j , : 7",y--7� .,v�Nrr�� �' :: �� 1� , _: L 0 T 4A .54 ACRES .-r -''� moo. '' - - /�� ! .� USE 1500 GAL SEPTA: `TANK ri'1' n1i •IC 4b� 'sl -y-, �, vT, i +� Q ` (' 12•►� • _ U _ / ff� DISPOSAL AREA - USE 2-12 ' -0" DIAMETER X 4 ' -0" DEEP i " f ;� ,.i, r� ay, :,, �� � • r ,l �.� 'Z 4 - _- �f �- �'�� ` � i , ' LEACH PITS s ;,$ s a� +�('�a i ,. .J �' ' �) i .!•' ` A .J / ` FOR ONE : 41, to , ° ., ��j,��to's'i' :'N �� •x x...• � �'�` 'te , /` \ �, / -� �� -� 3. 1`� +X11 t2.� \ BOT'1'Oh1. 113 SF X 1 . 0 GAL./S.F. = 1 i 3 G . P . D. SIDES S F X 2 . 5 GAL. /S . F. = 377 G. P . D . ._ •T (jam 1�• „ _ g / \ /}� ' J . .$• 'Q -�) . ) r�A4 ' .j= `� I�- ... , / J TOTAL ( 1 PIi') 490 G.P . D . TOTAL DESIGN • 2 - G. P . D . •?.6�>. � `t �'/ .� 49U 980 G I D ���'t• \. ' ��,1i,� ,L7 ` `, • )•� .I.. • `,j,,) 1 A t O .. d . ` + -._. - ^ �7J 0 I r Wir-Li-. ( O $�„ I 'N, � ' � � •^. / } '} — • J ffi , f , ^ b��GJ ' +*Z.: rlift '" '•� s / - 4Y! N J (� Y j TOTAL REQUIRED : 440 50 490 G. P .11 . ;,>i ro \° .:?' • ` b' 1� ? r �• 2,���c' r ,i, l,� f b G PERCOLATION RATE: 2 MINS INCH DROP � 1(�'J�� !/�)'��� ,� ^ . . lJi-., •;.a1 ! i, - � �� 'o . .• 1Q�� w��� " (�' {'V,` hon �i� � r.� ra, •IC.J�L 113 'jl^4p� llj� Glll,ll PIS' • � ,� `^ } A� �,- y\f1,, J T_ -- �.`;_�. _..,.--.,-. `.......--.. _.-..___ . . � r � .I.j`�-�.- .� 2d'} J � � -� , ° j /J I ) �-t� I .{ t'?1�.1 ( ,�t/, +\ Cotuit •t .r.:PkFntJ r i f .>G 7 / . Z, 7 A `� I CERTIFY THAT THE ABOVE SHOWN PROPOSED .` :�(' •P� DWELLING CONFORMS TO THE ZONING BY-LAWS 'r? gyp . .. i ^,Q ss M.r i ,� '� : v. .1 k'� OF THE TOWN OF BARNSTABLE. Pt Isabelle 10 '' �I t� /� f � '/' e t'' t t/{`.�•�: S Ji�� t r: t j t M TOPOGRAPHIC INFORMATION PROVIDED BY O�y��`��� q`rsq�,y OF,y +;1 - � t, •„ _ ,; a BAXTER AND NYE, INC. 10 GJ, 1N. "0 y�y" ~•Tana ,i, f)� QUEEN 4� 7�m. I -., v^�� I,�` • ( N y I� Time PI c i +•, •, .�_� --� _is; nd,P1J �Il Cow t ��Q iw 1) .`p.`° �1 ,� �) j` 28011 k lop .1 + a . p,9 `'�!� ark e � '•,h ckf'o tc•rS* Noi.Y b v � iron p - AND I S�.Ann ` ,; `• ' o (4 t i/. UyKer• IerLc�td '� _ �•: .�`�+K • ,'�• • �a , ,r; ��,. r ;ISITE PLAN _ '1�„'i• .. ` I �•a " + 1 .? II SCAIF. t DRAWN BY (� r Bluff Pc ` 9' .. L1 `\?�:,r.,;, • .' STRUCTURES - , -,t r jr• C • a ,t I, i R�G'• 9/• 17� 4• APPROVE _ I• i4 ! M v - �. -ateBV. S t a Y?' e r '---Z .f •y -' r->�� 1r , 1 _ .1. TITLE ! "H,rDara each , - ENGINEERING , INC . QUEEN RESIDENCE • o�lta' BAXTER NECK RD NS 3 WARSTO 167 Washington Street , Norwell Massachusetts 02061 DATE DRAWING NUMBER 9 � ,�►��rs,�{�7 S P O