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HomeMy WebLinkAbout0095 LINCOLN LANE - Health 95 LINCOLN LANE LA TERVILLE = 166 O�� TOWN OF BARNSTABLE � Li ne I A L6CATION 42aef SEWAGE # 7- VILLAGE Sf fres:�I ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) / f a'c� �c � i�i��u (size) f•7,!" fir/ 2 NO. OF BEDROOMS / BUILDER OR OWNER PERMITDATE: �' COMPLIANCE DATE: Ion 01 Separation Distance Between the: Feet Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Private Water Supply Well and Leaching Facility (If any wells exist �.-- on site or within 200 feet of leaching facility) Feet Edge of Wetland.and Leaching Facility(If any wetlands exist within 300.feet of leaching facility) Feet Furnished by �;. • .. � � � ri����;f 5��� L� �� i�t<rr �� � �by 0 . � . I � : - �w , �. /col-3 7' ,LO CAT IONI-0T /�i L,'hco/wLv�. SEWAGE PE RIAIT NO. 41 �S� 7 PILLAGE Ile INSTALLER'S NAME i ADDRESS JOHN A. AALTO 8AC*j0F SEPVI ;r VV'Mut Streit i t i1�JlesBarnstable,Mass02668 d UILDER OR OWNER 7 -1 PJ4 "1 54 lKrd5 47(,.e le) 010:1-0 DATE PERMIT ISSUED q-/Cl_�� DAT E COMPLIANCE ISSUED Je • 1� /0v TOWN OF BARNSTABLE LO( -- -- i VIl i Location: 9.5 Lincoln Lane SE1 Ville-_ Osterville - --------- — Septc 1500 Gallon Septic Tank Y NO Owner Audra Parker PUMPING HISTORY PEl 6/2/03 1500 Gallons. _ Sep, Ma), J Priv - — - —-- - - -- -- -- Edg, a feefofleacriing facility) -veer- FURNISHED BY � _ _ __ -- � �i = -�` .� --,�= No. /_2 Fe��ile;s "V THE COMMONWEALTH OF WIASSACHUSETTS 311 r ntered in computer: X---Ar PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASS�USETTS 0[pplicatiou for �Bigozaf *pztem Con.5tructiou Permit Application for a Permit to Construct(V)Repair( )Upgrade( )Abandon( ) IM Complete System ❑Individual Components Location Address or Lot No. Owner's ame,Address and Tel.No. Assessor'sMap/Parc i1 Installer's Name,Address,and Tel.No. C/ I/ Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms / Lot Size-�91 sq.ft. Garbage Grinder(z Other Type of Building G° No.of Persons Showers( ) Cafeteria( ) Other Fixtures / Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets 11 Revision Date Title Size of.Septic Tank /,5_ZP0 Type of S.A.S. Description of Soil Nature off airs or Al erati ns( nswer when ap licable) 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 Certifi- cate of Compliance has been issued by this oar of alth. J Signed Date Application Approved b _ Date �/ f Application Disapproved for the following reasons Y Q- Permit No. 7— Date Issued '° va'r Not f ° Fee THE COMMONWEALTH OF R. ASSACHUSETTS Entered in computer: Gs PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS 3pprication for Oigpooal *pztem (ton.5truction Permit Application for a Permit to Construct(�/)Repair( )Upgrade( )Abandon( ) L`7 Complete System ❑Individual Components Location Address or Lot No. Owner'sJlame,Address and Tel.No. Assessor's Map/Parcel !/�-! /Ile Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 6D1011_57` CQ,o� z� , 7 7/ 3�9 3�z Type of Building: Dwelling No.of Bedrooms 1 Lot Size Z�sq.ft. Garbage Grinder(� Other Type of Building��51�e&ea No.of Persons Showers( ) Cafeteria( ) --0 Other Fixtures Design Flow 1//0 gallons per day. Calculated daily flow �/D gallons. Plan Date 3,7/)/ Number of sheets / Revision Date Title Size of Septic Tank /5w�� Type of S.A.S. Description of Soil Nature of or Al/�erat ions(/Answer•when appplicable) c7C�,��IG -5-kXS ,W i`'�.r='/f.J,D'A% 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 Certifi- cate of Compliance has been issued by this,Board of Health. Signed ,on —�— Date Application Approved b Date As° Fr d r Application Disapproved for the following reasons Permit No. V4,6 Date Issued THE COMMONWEALTH OF MASSACHUSETTS l66 c p BARNSTABLE, MASSACHUSETTS Certificate of (tompliance THIS IS TO CERT IFY, that the On-site Sewage Disposal System Constructed(v )Repaired(Al pgraded( ) Abandoned( )by _�W `fO at 17:5— /�/77 9 N /<J',!!e� 111Z�///ICe has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Perini`hl PIP -, 011t< dated ,' 1000P-0,ef- . Installer Designer The issuance of this permit shall not be construed as a guarantee that the sy t m will unction as designed. Date b ��'1!-20o 1 Inspector ( 1 W .�'t�,t_ A_L1L, No. rDt /`fi° 1 4• G wj U v , Fee/, " THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS liopoar &p!6tem Con6truction Permit Permission is hereby granted to Construct( Repair( )Upgrade( )Abandon( ) System located at 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 dat�thisP_n it. Date: ° t Appro #a.�ST� �J,s 4.{.vz� , S.',,�s x 'a: g s� ��- � - i"s�1 :t•�,t s`"E..,. ✓ t �:s T' , s 5k,�d t�, '�,.�.� } z #-.s�' .d1, t.. r- TOWN OF BAR NSTABLE ` . .: LOCATION 95— SEW,�+C # .7, Cent L z. 1 / '. . VILLAGE �S {r�"o f' ASSESSORS MAP& LOT INSTALLER'S NAME&PHONE N0: SEPTIC TANK CAPACITY. /S—c' Lr, LEACHING FACILITY: (type) 41 (size)'/.!" NO. OF BEDROOMS / f BUILDER OR�OV'✓NER /�J i PEr'iMTTDATE. COMPLIANCE.DATE. Separation Distance Between thee' .. . . . Feet Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility. Private Water Supply Well and Leaching Facility.(If,any:wells:eust on site of within.2 feet of leaching facilJ yt Feet , Edge of Wetland and Leaching FaciLty(If:any wetlands exist within 300 feet:of7777 leaching facility) furnished b' . Y : y 4 . _ 0 i 9 i • nay t/.5,14P L� �S s ' IY ' s � , O I I' tel.(508)362-4541 ~ '939 main street rt 6a yarmouth port fax(508)362 9880 mass02675 down cape engineering civil engineers& land surveyors structural design . August 2, 2000 Arne H.Ojala P.E., RL.s. Timothy H.Covell,P.L.S. land court Daniel A.Ojala,P"L.S. surveys Opus 5 Construction Co., Inc. site planning Michael J. Colaruso, President 289 West Bay Road Osterville,MA 02655 sewage system designs Re: Lot 16 Lincoln Lane, Osterville inspections Dear Mr. Colarusso: — _ permits I have reviewed the septic system design as shown on the BSC Cape Cod Survey Consultants plan for Lot 16 Lincoln Lane, Osterville dated August 19, 1985 and find that the septic system on that plan is suitable for a 6 bedroom dwelling under the Title 5 `78 Code. Very truly yours, . �. Arne H. Ojala,'PE,PLS Down Cape Engineering,Inc. �19 !MIND oExote SEE IST t Tm SEE DE MOTS END Su (MOTH K Dotma HOI • Dona SEE LET I THS SEE DEWOTS I MMD Su tNOIN c I ALL otHER' WIND( d m , AT M-O m4L 0 ig Q d V-II 3/4' 3`6 V4' Y-O" i 2 I I Iplll NU6PWac A3.2 I�DRAW[as I L_ V A4 2 I • 1 °'ro TUB DECK: I I O41DFL SEE SPECmTmF6 O nED I OONER I 2 . Gu TID WA115 To A2' r FAASS EIIIcsAE A.I A6.I 3 a i CLODSI I _ MAsrSR sATIRooM 4 O i I ® I O ®. -/N6' VANEIT TOP Y I I STO1E SEE Sf�S ;r I _T — c �O - n; i I T uNENw STA9 IAED , I I re•.A•a'E�I -2• 8%I877NO t RxmT[NO F" i i'j'r 41 8•-4'NM sermiooM I' HTtTTRT Oy RO WORa j 'r NEW HARDWOOD POOR NIaT N CASFNDA[ — — T Po C�19mc . •- _ iE' TO MATCH EK6EDb COOSAIHVE3 I . I AM#DAAaHS HR STINO„ I♦ I 8TI'A91HN I B A8.1 MODFY LAYDUT • .:.y•' fi — I --- _ TO ACDOMDMTE a FAT-N&AND - MAHlBY HHDAODM I I i k r'} N 3 I NAIL M43PTTED BTAIB HeLL I _ wam P-1 n 'E ; 611a7 d CAStAmRe RIGSTIKG f r I HZI9TIND . _ DINING RDOM c LIVING ROOM HI NORDBNIWdN-- 2`m' Y-m' 2'-m' I' -4 7/E' -0 7/4 -0 7A' V-2" ffie•I•DaD .TOMV HALL y --- � --- ------ -- ---- -—-—-—-—-—-—-—-—- _- blily Health Division Town of Barnstable PO Box 534 `` �• *TWTYROWH oY6t EA67TPG SRSX Mn Hyannis,Massachusetts 026/©1 IIf DWG"AI' Fax 508)775-3344 - one - It a •: T . 7. 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THE COMMONWEALTH OF MASSACHUSETTS A*�& BOAR® OF HEALTH iD3 PW.Ak....................OF.....i / !/ST 1.I-..4.E----•-•=................................. (o Appliration for Dig uaal Works Tomitrurtion ramit Application is hereby made for a Permit to Construct (x) or Repair ( } an Individual Sewage Disposal System at: 6 ................__.............................................................................. ----•-•-------------------•-•----------••---------••--------•-----..................--•---....---- Location-Address or Lot No. .......................................... ...... /.�c®/'? ct........................................................... -- .... er Address a O.�.......---��•� ----•-------•----•-•--•-•----•---•--------- ------�Sf�l�u ..................................--•---........---•-----•--.... - FInstaller Address t d Type of Building . Size Lot._ A.?`2........Sq. feet Dwelling—No. of Bedrooms................ ...........................Expansion Attic 116) Garbage Grinder (1/0) per., Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) 04 Other fixtures ---------------------------••••. --• W Design Flow.................................5--S'_._gallons per person per day. Total daily flow.....................440.........gallons. WSeptic Tank—Liquid capacity�s�dgallons Length_�11_ `� Width.__ '_._"Diameter................ Depth_ _` '-: .4, x Disposal Trench—No..................... Width•--_-___--_.._____-_ Total Length.................... Total leaching area....................sq. ft. Seepage Pit No...____�i-_______.. Diameter......I.a....... Depth below inlet... Total leaching area.... V:!...sq. ft. Z Other Distribution box ( ) - Dosing tank ) Percolation Test Results Performed Date....97/7`jS--------- Test Pit No. I----•mow---------minutes per inch Depth of Test Pit-----l2 ...... Depth to ground water__ OF rX4 Test Pit No. 2................minutes per inch .Depth of Test Pit....-/.3-_-__-_-- Depth to ground wat - _ Th � ° G-�_ u o u a Svc i I° 9� ��_.. _l� _ .i121�t_i 'l.j._.1 =:3h..... 3rs�s�+�...Icenc4 .._. ���__STEPttrlt 9G O Description of SoiI.�k7Z. .��'? -L?1?]_c�k►uem.-..kir�--� ¢r' -j..7 -`_L 9--- h.c c__� __c ©...... x � ^`�' �. -------- v-..... >�il.sQr� y 1.6-"Y:ro�v�l._ 'enaz-.!1nse __�ee �_ e.e . it�n���Lb."- a�'_1s1��s ---�'/jc�r±� r ---- yo� No.30216�0 ---------- U Nature of Repairs or Alterations—Answer when applicable------------------------------------------------------------------ PF G! T�� F -------------------------------------------------------------------------------------•--•--•-----------•----•----------------------------------------------------------•-•. Agreement: a �� The undersigned agrees to install the aforedescribed Individual Sewage Disposal System ' accordance with 0911 -er the provisions of iITI.E 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a CerM e has been issued by the board of health. gned...... -w_ `-`-t------. --- -------••---- r � -X............. Application Approve --- --•-•---? .4-T 5---------- -• -----------••-------------------------- � Date Application Disapproved for the following reasons:-----•--------••----------------------------------------------•-------------------------------------••----...... .......................................................••••........................•--•.--•- Date PermitNo......................................................... Issued.----.....------------------------•-----------•-------- Date <A No....................... .............................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ToGyN ............................---------­-­.....OF.....�%14.4/47791 ........... 4 Appliraftou.Jor Disposal Works Towitrurtion ramit Application is hereby,made for a Permit to Construct (X) or Repair an Individual Sewage Disposal System at: ................................................................................................ .................................................................................................. Location-Address or Lot No. .......................................... ..............*..................................... Address ... ....... ............................................................... --------------------.r --------------------- Installer Address 7 Type of Building Size Lot_.___.--, -7.7.Z-------Sq. feet U Dwelling—No. of Bedrooms______________.........._...___..__.__-----Expansion Attic WO) Garbage Grinder (416 Other—Type of Building ............................ No. of persons............................ Showers —:'Cafeteria Pa Other fixtures ........................................................................................ ............................................................. Design Flow................................AS.'X---gallons per person per day. Total 0 daV flow.......................44.0.........gallons. 9 Septic Tank—Liquid capacity/,VO.Ogallons Length./O.L 6.41 Width...S! Q. Diameter---------------- Depth.A�C1. Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. f t. Seepage Pit No-------i3�......... Diameter-------/0....... Depth below in1et___.ToA.7_! Total leaching area....-!�.sq. ft. Z Other Distribution box ( 1) Dosing tank X) . Percolation Test Results Performed by.4.Vas--- ate....... 7 y. ... Date....., .... .. �ti%1.0 11 F Test Pit No. I.....a--------minutes per inch Depth of Test Pit------ ..... Depth to ground wate - -- ------------ 44 Test Pit No. 2........;W-----minutes peer inch Depth of Test Pit-----lia--------- Depth to ground wat §�I�EN AL LY ...larMAI...*A1 ... A� ...... 0 t J 0 � , 0 Description of Soil..3J9!!.7Z .. ........ .... VA,.......... rtn,.n_muJ.._saiJ---4.+r WA aj, 1!.� W,co 6--- ............. ONAt- U Nature of Repairs or Alterations—Answer when applicable._....-____- ___---------------------------------------------- ........................................................................................................................................................................ .... Agreement: The undersigned agrees to install the aforedescri.bed Individual Sewage Disposal System+in accordance with the provisions of TIL T LE 5, of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certin e of Co 11' nce has beep issued by the board of health. jnedr j ...g . . ......... ............ j ---------Application Approved Byy..... ... ........ ----- ...... ....... ................. ... ........... .................. .....:... . i. ate 5------- Application Disapproved for the following reasons:..........I........................................................................................................ ........................................................................................................ .............................................................................................. Date PermitNo.................... . .. �JssueL.................. Date......................w........ THE`COMMONWEALTH OF MASSACHUSETTS 777�� gARD OF H- E ALTH., 7.OF... !; ................ T irtifiratr of Toutpliatta THIS IS TO CERTIFY, That the Individuat,Sewage Disposal System constructed or Repaired by.................. .......... .06...................... ....................................................................................................... Installer -at..................Le ---1�.........tafj_0-4yl------LA00e................................................................................................................ has been installed in accordance with the provisions of '1`1= 5 or The State Sanitary Code' escr as d kb.4d in the application for Disposai Works Construction Permit No.__- ................. d-ated' <;d-,I -------------------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNfTION SATISFACTORY. .... ..................... Inspector.. DATj�... ....... THE COMMONWEALTH OF M.ASSACHUSETTS"" BOARD/.Q.E HEALTH ............................................................ ......... cW ..............OFes No..95..... .............. Disposal 16orks Tlinstrurtion Vantit Permission is hereby granted.............Tr--j4(._ ----------- ........................ ................................................. to Construct or Repair. an Individual Sewage Disposal System atNo..........L A.:JA6..........L�OY2�Pkk ....L4 ----------------------------------------------------------------------------------------------------------------- Street V as shown on the application'for Disposal Works Construction Permit No................... Dated.... .F.t .............. . ................................. ---­-­--------- ----]�oardof Health VATE...t*....&.. .4 WE'D.................................. FOT 1255. HOBBS & WARREN, INC.. PUBLISHERS I. NEW ENGLAND HOMES 1NC . ` �4. B U I L D I N.G 11 N F 0 R M AJ 1 0 N 7. ENE:RGY CODE COMPLIANCE-- CORPORATE OFFICES PHONE:(603)436-8830 a) PROJECT: 8515%Ily t Brett Ramsdell NEW ENGLAND HOMES, INC. 276 OCEAN ROAD GREE14LAND N.H. 03840 b) STRUCTURE:TYPE:'CAPE - DESIGN 'U' VALU€5 MANUFACTURING PLANT PHONE:(6O3)436-SB30 c) PROPOSED LOCATION: 1) WALLS .,052.--,(* 270 OCEAN ROAD- GREENLAND N.H. 03640 B8 Waterfield.Rd. 2) FLOORS, .052+ MANUFACTURER NUMBER MC 0505 ASSIGNED BY THE Osterville, MA ' 3) ROOF/CEILING .026 COMMONWEALTH OF MASSACHUSETTS f 4) DOORS .15 EXPIRATION DATE OF CURRENT AUTHORIZATION d) R4 USE GROUP: (780 CMR 310.6) 5) WINDOWS .33 - 4�30�2002 e) 5B CONST. CLA55: (78o CMR 602.1) 6)"FOUNDATIONS y UNHEATED f) AREA: 12BB 5Q. FT. I5T FLOOR 2. T . R . A . Bq7 50. FT. 2ND FLOOR • T.R. ARNOLD 4 ASSOCIATES, INC. g) VOL. OF ENCL. SPACE: 17125 CU. FT. NOTE: BASEMENT CEILING INSULATION IS SUPPLIED AND CORPORATE OFFICES P14ONE:(219)264-0745 h) HEIGHT OF BUILDING ABOVE GRADE INSTALLED ON SITE BY THE BUILDER, AS IS THE_ 700 E. BEARDSLEY AVE. ELKHART, INDIANA 46514 (780 CMR 310.6): 2 STORY(5) MATERIAL AND LABOR FOR ALL OTHER REQUIREMENTS THIRD PARTY INSPECTION AGENCY AUTHORIZATION OF-780 CMR APPENDIX J OF THE MSBC, 6TH EDITION. NUMBER. ASSIGNED BY THE COMMONWEALTH OF i) DE51GN OCCUPANCY LOAD: FIVE LODGERS OR BOARDERS MASSACHUSETTS TPIA-03 -PFR FAMILY 8. STATE CODES EXPIRATION DATE OF CURRENT AUTHORIZATION j) SPECIAL SYSTEMS BY TYPE 4I3OI2OO2 1. TYPE-OF FIRE ALARM SYSTEM: e -MASSACHUSETTS STATE BUILDING CODE, 780 CMR j• HOUSEHOLD FIRE WARNING, SYSTEM (SMOKE 6th EDITION 3. INDEX OF DRAWINGS' DETECTORS)IN COMPLIANCE WITH ANSI/UL217 ; 15 SHEETS, REVISION B, DATED 8/22/01 AND / OR ANSI/UL268 AND 78 R 0 CMR 3603.16. -MASSACHUSETTS STATE CODE FOP, 2. TYPE OF FIRE 5UPPRE55ION SYSTEM INSTALLATION OF GAS PIPING 4 01oo'-- MASSACHUSETTS COVER SHEET N./A. GAS APPLIANCES. 0101 -- FRONT ELEVATION 3. OTHER .'N./A. 0102 -- REAR ELEVATION k) DESIGN LIVE LOADS REQ'D. 7BO CMR'. . DESIGN -I999 NATIONAL ELECTRIC CODE 0103--- LEFT ELEVATION TABLE 3603.1.3 0104 - RIGHT ELEVATION I. WALL- " 21 psf 21 psf M.S.B.C..APPENDIX°J' ENERGY CODE 0201 -= IST FLOOR PLAN 2. ROOF40 Psf 40 psf 0202 -- 2ND FLOOR PLAN - 3. FLOORS 40 psf 40 psf MASSACHUSETTS BOARD OF BOILER 0301 -- FOUNDATION PLAN 4. CORRIDOR N/A N/A RULES 4 REQUIREMENTS 0400 -- ELECTRICAL SPECIFICATIONS 5. STAIRS 40 psf 40 psf 0401 -- 15T ELECTRICAL PLAN 6. BALCONIES 60 psf 60 PSI` -MASSACHUSETTS OIL BURNING 0410 -- PLUMBING SPECIFICATIONS 7. OTHER N/A N/A EQUIPMENT REGULATIONS FPR-3 0411 -- I5T PLUMBING PLAN 1) NOTE SPECIAL USE PROVISIONS, CONDITIONS OR 0412'-- 2ND PLUMBING PLAN LIMITATIONS i.e.: " - 0500 -- CROSS SECTION A I. MINIMUM CODE REQUIRED SETBACKS 9. D A T A P•L A T E t 5 T A T E L A B E L OB00 '-- STAIR SECTION FROM LOT LINE: GREATER THAN 5' FOR L 0 C A T I 0 N S FOR STATE USE ONLY # •t 0 HOUR EXTERIOR WALL (TABLE 705.2) ..DATA PLATE 5TATE LABEL AND TRA LABEL m) DE51GN OF°STAIRS LOCATIONS ARE�A5,SHOWN ON THE FLOOR PLAN(S). l MAXIMUM RISER: B 1/4" . ,. 2.MINIMUM TREAD: q° 3.MINIMUM14EADROOM: 6'B" 10. 5PACE FOR THIRD PARTY STA*MP f ' GENERAL NOTES 4.MINIMUM WIDTH: 310° ` ) n WINTER DE51GN TEMPERATURE: . -R.. l�:�I�CIUD & 1 SOCI-Jk FS, jp' C. 1. N.E.H. (NEW ENGLAND HOMES INC.) LIMITS ITS SITE RESPONSIBILITIES TO SETTING AND.ATTACH- INSIDE= +70'F OUTSIDE =3'F j P. ®• Box 1081 ING MODULAR UNITS TO BUILDER'S PROPERLY DESIGNED AND PREPARED FOUNDATION AND ANCHORAGE 5. M E T H 0:D 4y O F V E N T_I L A 7 I 0 N i' <. �"4 �art' 45515 SEE THE 'NEH SITE REFERENCE MANUAL" FORA �'.��3'"On"Nealth of Massachusetts l� COMPLETE DELINEATION OF SITE RESPONSIBILITIES NATURAL. �.- MECHANICAL �(X_ COMBINATION t Accredited Evaluation and - FOR THE BUILDER AND THE COMPANY. ` I 2. ALL NOTES CONTAINING THE TERM 'BY BUILDER' ARE 6. M E C H A N'l C,A L I N `F O R,M A`T I 0 N Inspection Agency ; -DEFINING OBLIGATIONS WHETHER FOR MATERIAL WHICH a. FORCED NOT WATER BASEBOARD This document is certified as being in conformance 15 NOT SUPPLIED OR INSTALLED BY THE COMPANY, b. . TYPE OF CHIMNEY/VENTING SYSTEM(S): NOT BY with Massachusetts State OR FOR CONSTRUCTION METHODOLOGY/ACCEPTABLE BUILD- 'THE COMPANY. SUPPLIED AND INSTALLED BY THE ING PRACTICE FOR WHICH THE COMPANY.ACCEPTS NO RE- Codes and the National BUILDER AND INSPECTED AND APPROVED BY THE . � Electrical Code SPONSIBILITY AND SHOULD BE REVIEWED CAREFULLY BY 'CODE ENFORCEMENT OFFICER. - THE BUILDER AND THE LOCAL BUILDING INSPECTOR. ALL Approved By NOTES CONTAINING THE TERM 'BY BUILDER' AL50 DEFINE TUG 3 Date' 0 2001 ..AREAS OF RESPONSIBILITY WHICH ARE NOT SANCTIONED BY , Approval of this document does not authorize or approve THE THIRD PARTY INSPECTION AGENCY OR THE,STATE OF - MASSACNUSETTE'S CERTIFICATION OF MANUFACTURED ' n any omission ord6viation from the requirements of HOUSING FOR THIS PROJECT f 1 applicable State Laws. NOTE: ANY do ALL Material shipped loose for the site completion of the manufactured roductris.UL11MATRY the SOLE RESPONSIBILITY OF THE BUILDER LISTED BELOW to install and finish. - ' .4 • STRUCTURE NOTES New NEW ENC"ND HOMES INC. DRAW P.R.G. DAIS 6/22/01 85t Brittany . GENERAL E n g 1 n d �°omm ROAD B DATE 8/22/010100 Comp. Cape lHomes .. m scA�E 1/4"=1'-0" Murphy/Ramsdell 46'-0" 12'-311 , r n r n 24'-73/a 1T-103/ 461 .011- 41 -0 32-0 4 Igr_qu 15'-6�" 7'-011 2832 6-OXG-8 R.O. rF 2832 30410 30 I TRA/MA/DP I 30 I 11,11"RWI t»ROUGH PLn In LUMB FOR BUILDER SITE SUPPLIEDANSTALLED SINK BATH #I (BUILDER TO SITE CUT COUNTERTOP) ' �, BEDROOM #1I 8-I/a WALL KITCHEN "' _ \ ao i w/14' SOFFITS — rn I 31 _ in — q 6Y4n 6r_d/a 5 _d/2� 2-6 F -63/a 15r_64 it Co °J, B24 2/2-6 o `4 _� ;n N a O t \ u�' 1T-1" t m ------- ----------- ,.. _ 2-6 CO 30 4' 5 SHELVES 3/2x3 EACH SIDE m t ---- --- — 2-b ---- 3-0 CO ----D----- 2 6 CO 3/2x3 EACH SIDE 72 \0' . N ----------- LIVING ----------- r ------------ �_ ._ ._ ----- ----- NOTE BUILDER MUST SUPPLY N.EH, uw/STAI1 1 .r �� ►.iSSOCIATES ADJUSTMENT FORM w/FOYER 4 2ND FLOOR P. G•!%:)x 1081 r •DINING �� ____�P__ m MATERIAL BEFORE FINAL PLANS WILL BE DRAWN. LHs ` 9 iN 46515 I n I corrk,5 �s�+�ea.th (A Massachusetts I 0 4 2 4 - 20-711 �! - ^edit Eyaluation and '� �� • 9 isp ctior Agency this locum.n is cent Pied as being in conformance ith Ma acleSfiate dodes uNational 'e Code 30410 30410 3-Ox6- 102 w/2-S/L. 30410 46'-0" 40'-0,, 32'-0" 23'-0" 14'-0it 6'-0" Approved y U►l�G�.�"�'�6.7`C�-� , -of) at-oil 9'-0" q'_On 8'-011 '-0" Date AUG' 3 0 2001 pprova o t r document does not authorize or approve LABEL AND DATA PLATE INDEX any omission or deviation from the requirements of i RA/MA/DP rRA THIRD PART( LABEL ,h1A ®-WALLS w/R-II SOUND' DEADENING INSULATION NOTE: TACK BASEBOARD TRIM IN AL �— aP�I applicable State La.vs. MA MA5SACNV5ETT5 STATE LABEL � - DP DATA PLATE DP NOTE: ANY do ALL Material shipped loose for the site completion of the manufactured product is ULTIMATELY the SOLE RESPONSIBILITY OF THE BUILDER LISTED BELOW to install and finish. Brittany 1st FLOOR PLAN New NEW ENGLAND HOMES INC. DRAWN P.R.G. DAIE 6/22/01 8515 Comp. Cape - England QVNAA�� R�, B„- 1DA7E 8/22/01 P P l H o m e s ©CWYMff� sm 1/4 —1 —o Murphy/Ramsdell 0201 t 46'-0" 46'-0" 41'-01' 27'-6"- 24'-73/41, 22'-0" 71-011 W410 2832 W410 ly , �6 °I UNHEATED/UNFINISHED = I I PNE Lo \�; E',�5 - EEWAL ------' BATH 2-5 2 k-2%4" 5'-111Y4" o _ I Ln � � sffg, BEDROOM #2 2-6 BEDROOM .#3 N I 2q'-011 N 16r_ rr o 1 2-6 1 XXX LL. t � ----------- ca XXX 3/2x4 POST F ; ----DN---- m 3/2x4 EACH SIDE ,. i I A rn11 (0'-33/41r 7'-4%2" 4'- 411 3'-5 �• ---3-_�---- 2'-i " 4'-6%" 7'-4/ . FLAT: ' 2 4 2 �f� FLAT ----� r---------- ------ ------ -------- qq --- ._ ------- �-- ----------- --, --- ., � 'r---------T -�L�3PE6 �. �. :�s:jc fit hi -SCaPEd----------- 4 p ------ I ----------- Ac(reJit-1 Eval�l?t! tee ----------- ,,_ ,. I Irl ! - ------ spec`ion Agency , e 2 ----- This docume t s certified' s being in conformance I h Ma sack setts State C des a d th iVational ' = Elec.rical Cocle Approved B 1/2r1 30410 !1_n11211 30410 AUG 0 Date. . 2001 Approval of this ocument does not authorize or approve any omission r deviation from the requirements of 46'-0" 40'-13/4" 36'-0° 31-101/4 24'-II' 20'-7" I4'-13/4° 10'-0" 5'-101�Ir pplicable State Laws. 5'-101/" 4'-13/4„ 4,_13/4„ 1T-81/'r 4'-13/4„ 4'-!3/41, 5'-101/4„ NOTE: TACK BASEBOARD TRIM I N- ALL ROOMS NOTE: ANY do ALL Material'Shipped loose for the site com letion of the manufactured product is ULTIMATELY the SOLE RESPONSIBILITY OF THE BUILDER LISTED BELOW to install and finish. Brittany 2nd FLOOR PLAN New NEW ENCUND HOMES INC. DRAWN P.RD.c... DATE 6/22/01 8515 Comp. Cape0202 lHornes E n 0gland M D n— ;— DATE s/22/o1 Mur h /Ra © scuE 1/4 1 0 p y msdell ELECTRICAL GENERAL NOTES Electrical Systems Cir.# Description Wire Size Breaker Size 1. All_riates containing the term 'by the,builder" are defining obligations, whether for 1. Material Appraval: All electrical conductors t ecpipment shall be approved in accordance 1. Portable Appliance/Kitchen Outlets, #12-2 20 AMP S.P material which is not supplied or installed by the company or for construction with NEC 110-2. -2. Portable Appliance/Refri ., Kitchen Outlets #12-2 20 AMP S.P. methodology/acceptable building practice for which the company accepts no 3. Bathroom G.F.I. #12-2 20 AMP S.P. responsibility and should be reviewed carefully by the builder and the local building 2. Wiring Classification: Type, size and temperature ampacity of conductors are in 4. General/Rear Box Bedroom #14-2 15 AMP S.P. inspector, accordance with NEC_ 3101 Table 310-16. r , 5. General/Front Box Bedroom #14-2 15 AMP S.P. 2. All work dome on the line side of the main disconnect, the site interconnection of factory installed wiring at junction points aid the site correction of circuit home nuns, 3. Wiring Protection: When non-metallic cables are subject to physical damage, they,will 6. General/Kitchen Lts,gas ran e,hood fan) #14-2 15 AMP S.P. 7. General/Front Box Living Room #14-2 15 AMP S.P. coiled at the marriage wall junction point (MWJP), to their respective breakers in be protected in accordance with NEC 300-4. the panel will be the responsibility of the builder and shall be done by licensed 8. KS/50,Cellar Lights #14-2 15 AMP S.P. electricians. The number of home nuns is determined by the panel location., 4. Wiring Support: Non-metallic sheath cable shall be supported in accordance with NEC , g. Dining Room #12-2 20 AMP S.P. 3. Wiring from the load side of disconnect .the main discect to junctions points, boxes 336-15 and Massachusetts t Supplements. 14. Dishwasher #14-2 -} A1rP= '-I =""" """`" containing circuit ends of factory installed wiring or to be coiled at attic or underfloor ' 21. Microwave #12-2 i1 2 .A , 'iiS; � 1L 1 SSOCYA T ES, 11' locations for correction to site installed ecpipment ad/or fixtures will be done by the 5, Outlets: To be laid out in accordance with NEC 210-52, A-N. Receptacle Outlets 24. Bath Fan/Heat/Li t #12-2 20 AMP S.P. �� ®g� company. Circuits, whose home runs will be site connected to the panel, will be RecpIred. 28 General Purpose #12-2 a 15 AMP S.P.,, r li installed by the company with the home runs coiled at the MWJP. ' xycu�aze, IN 465T5 4. All basement circuits, materials and connections as well as the connection of coiled ,6. Outlet Box Capacity: The maximum number of conductors *'devices or fittings installed wires to site installed fixture(s).shall be the responsibility of the builder aid shall in an•outlet box shall be determined by the box capacity, in accordance with NEC 370-6 t ® t tu Vt� @velth of MassachusettsTables 370-6 a t 370-6 b . I be accomplished by licensed electricians-in compliance with applicable electrical ad O ( ) Accredited Evaluation and building codes. 7. Bath Outlets: To be 'protected with a GFI device 1n accordance with NEC 210-B a I . Inspection Agency 5, � and gambrels,with unfinished grid floors shall have all fixtures, devices, pr , () 9 material and connections above the second floor decking supplied by the builder and Ground Fault Protection. This document is certified as being in conformance installed by licensed electricians in compliance with applicable codes. with Massachusetts State 6. Colonials with finished second floors (four unit-modular houses) will have the Interconnection site B.,Kitchen Outlets: (Min. 2/20 Amp Circuits) When receptacles are installed to serve erconnection of factory installed wiring accomplished at the stack wall junction countertop areas, they shall be protected with a GFI device in accordance with NEC 210-B, Codes and the National point SWJP from 1st floor to 2nd floor and at the attic unction point AJP from ai (6)•.-Ground.Fault•Protection. Electrical Code Po ( ).. j po ( ) one second floor modular unit to the other. 7. The SWJP is accessible either through a suspended ceiling in a bathroom, closet 8. Exterior20utlet:. Two waterproof outlets, one front and one rear, to be installed in Approved By .U a- laundry alcove an the Ist floor o• through a floor access panel on the 2nd floor. dance with NEC 410-57 B; Receptacles in damp or wet locations, ad protected with Date AUG 3 0 2001 The AJP_is accessible through either the attic access scuttle or through a ceiling a GFI device in accordance with NEC 210-8, a, (3). Ground Fault Protection, Approval of this document does not authorize or approve access panel in the 2nd floor ceiling. 10. Arc Fault Circuit Interrupter: AFCI.breakers to be installed,in accordance with NEC B. All (Ist and 2nd floor) telephone and television jack wiring will follow standard any omission or deviation from the requirements of, direct or junction point routing to the pa 210-12(a), which redVires "all 120v receptacle outlets in dwelling unit bedrooms" to benel. ` _ applicable state Laws. AFGI protected (Effective Jan., _ h q. All electrical work shall be done in compliance.with state ad local:codes and the' National 2002)., F- -- _ National Electrical Code (NEC) in effect at the time of construction. II. Lights: To be laid out in accordance with,. NEC 210 70, A. Lighting Outlets Regpired. ELECTRICAL SYMBOL LEGEND 10: An electrical contractor,shall arange and pay for all respired permits ad/or inspection materials. 12. Fixture Locations: Lighting fixtures shall be located'in accordance with NEC 410-4, DUPLEX RECEPTACLE $ SWITCH 410-5, 4104, 410-8 t 410-cl. „ BOX'AND WIRE FOR FUTURE 3 : T 13. Fixture Support: Lighting fixtures shall be supported in accordance with NEC 410.15 t SWITCHED RECEPTACLE $ 3-WAY SWITCH PADDLE FAN Recpirements'Fo• Installation OF Smoke Detectors 410.16. GFI 4 14. Smoke Detectors: To meet req)irements of UL 217 and to be installed percontract in ' GFI PROTECTED RECEPTICAL 4-WAY SWITCH BATH VANITY LIGHT BAR Massachusetts (MSBC Sixth Edition) - 'accordance with MASS. CODE: SEC. 3603.16.3 THRU 3603.16.12 ` RANGE OR DRYER RECEPTICAL1S ° 1. No less than one (1) approved smoke detector shall be'provided on the highest EMERGENCY SWITCH- JUNCTION POINT UP habitable'level and on each floor,' story or.level below, including basements or cellars. 15. Electric Baseboard: To be calculated. contract as r per ecpired by layouts and windows. r 2. For any floor, level or story exceeding twelve hundred (1200) scPa•e"feet in area, To be installed per manufacturer's recommendations and spaced in the roan so that no . ❑F FAN W MARRIAGE WALL one.(I) approved smoke detector shall be provided for each twelve hundred (1200) , J ®. _ outlets are within 6 .of the element of the baseboard units. .' LIGHT JUNCTION POINT sclVae feet or pat thereof. 16. Applique Installation: Electric appliances shall be installed in acrordance with NEC STACK WALL 3. One I oved smoke detector shall be located inside of:each'se ate slee i •. () °Pt»' Pa' P ng Article 422. - F - FAN AND LIGHT BtWJ BOX AND WIRE. area ad inside all bedrooms. - t JUNCTION POINT �r FOR FUTURE 4. One (1) approved smoke detector shall be located on the ceiling near the base of, 17. Optional Whirlpool Tub:Shall always be.a Wydranassage Bathtub unit in'accordance � P ATTIC JUNCTION POINT but not within, each stairway. with`NEC Article 680 and not a hot tub'or s I-T ' FAN, LIGHT; AND NEAT ' . RANGE WOOD ® 5. All smoke detectors shall be wired to the sane branch circuit. This circuit must ' u PHOTO-ELECTRIC also provide other electrical service to a habitable area. - 18. Electrical Load Calculations: In accordance with NEC Table 220-30. T14ERM05TAT DOOR BELL � SMOKE DETECTOR 6. Smoke detectors'shall be wired into the supply circuit ahead'of any switches. ' 7c aN 7. All smoke detectors shall be interconnected to provide simultaneous waning. Iq.'Electrical System Testing: ISDO IONIZATION 8, Any smoke detector located within 20 feet of a kitchen or within 20 feet of a �Xl SERVICE PANEL FP PHONE JACK SMOKE DETECTOR bathroom containing'a tub or shower shall be a photo electric type smoke detector, Insulation Integrity (Dielectric): NEC 110-7 GFI Performance: NEC 230-05 (c) Operation Test 2LF NOT WATER BASEBOARD ® TV COAX '+ Continuity Test Polarity Test . . NOTE: ANY & ALL Material shipped loose for the site completion of the manufactured roduct is ULTIMATELY the SOLE RESPONSIBWTY OF THE BUILDER LISTED BELOW to Install ll and finish. New NEW ENGUWD HOMES INC. mAwN .P.R.G. DAIS -6/22/01 85 . GENERAL ELECTRICAL NOTES 15 Brittany 0Engiand 1v. B oAtE 8/22/01 Comp. Cape AHOMOS a`2 s Murphy/Ramsdell 40 MIALP (32� 41 C20� Q NEAT RI�ERs © TO S D FLOOR I I 2LF I I I I I® ---- -------- - ---- 28- 1 1 i 12, - r -2ooa 1 8A # I o3 FH24 I ,I �= KITCHEN 21 2 _ WIRE. No�D _ICR0,--- t-- - - — - — - - - - - - -- -- - - --. - I �a UP'75' F. ® I i c , 2B, y28 O' p b p 4 I COIL WIRE TO JPUP -- FUTURE FLOOD LIGN1 5 i -2 --- -2 - _ ( I O. I ( o'13srrr :p 28 I _ Cfft -: --� ® . I 5 �Y7 1 ; 3 q _ 1 19 G; I , II m 1 ---------- - - i .I 1�OLD & ASSOCIA TES, ID C.10 i ---- ------ t— 7 Ill 1081 �� __ ._. ---� __ --I.__ .;__-' _ __ +_ -i _ ;- -_- - - - --- - -- I I4x 1. Ylv 'i T -� I I U— DININ I 1�1k� `�g �46515 -- ; - — L — I -= _- _ — _ _1 . —I — — I-- �Tath of Massachusetts O 3 _ 9 FOYER _T 7 E 7 e�t°creditred_ Evaluation and . -- -- -- - — — — — — — — - -- - — - - — Inspection Agency-'. s - —I — . I�ha� t.is P c�2�as being in conformance D d .� S I 3 I I ( I 7 IOLF i ! 7' i I with Ma( State I 12LF --- -- ----------------------------- -- — --- ------ — --- ------ ------ ---- ----- Codes and the National Electrical Code trovedByII5 G 3.0 2001. 1 I ,-- n 16 �Q. 36� �Zi �$' '24' O �" 1 2 �.% �.� Approval&1,14is document does no;authorize or approve I A5EL AND DATA PLATE INDEX: TRA/MA/DP Tp any omission or deviation from the requirements of TRA THIRD PARTY LABEL hU�JP _ applicable State Laws. ' MA MA55ACHUSETTS STATE LABEL DP DATA PLATE DF NOTE: ANY k ALL Material shipped loose for the site completion of the manufactured product is ULTIMATELY the SOLE RESPONSIBILITY OF THE BUILDER LISTED BELOW to install and finish. 1st ELECTRICAL New NEW ENGUND HOMES INC. DRAW P•R•G DATE 6/22/01 8515 Brittany E n gland V0°�I&" KV• B DATE 8/22/01 Comp. Cape lHomes "", /4��=� -o" Murphy/Ramsdell 0401 46'-011 W-0" 12'-3" 12'-q° •71_011 3 n 17'-103/" T-0° 46'-0" 41'-0" 32'-011 24-7/4 Iq'—q" 4 15'-6� it 1 I/ ' DN IF DN Qk 2" FUTURE Dw o 3' D � BATH #1 BEDROOM #1 •� KITCHEN 2" D/V 2 1 3 _ 2' 4/2 1 R1 m _ m F 15'-6y" 1 .1/2' D 1 0 i -- - --------- - -- 2q' 0 ----------- 16 q3/4 ----------- v ------------ LIVING 1 ----------- ------------ ------------- - - nl -------- -- �� ------------ m I T. R.� INTO F,D-(x ASS�;� �zL. 5, DINING i P ®. Box 108 0 21/4° 2'-4/2" 4'-4/4" - 20'-711 t`�� �o&has; 465YS �I 1 Comm on,%,,a !� of 1�1ass c s - - �`' Accredited'Evaluatioca and e _ y 9nsp�ction Agency k. z This doc4irnantis c 3rfifi-d as being in conformance a c S hu tt` •••• �. a se s fate Codes and the Plational 46'-0" L40i-011 32'-0" 23'-011 - 7i= 8, 0,, 6'-0" ElecctricalCode6 -01) ' 0:' q'-0" q'-0" — 6.1 Q" Approve BY Date 1001 6 AND DATA PLATE INDEX O - TRA/MA/DP Approval of this document does not authorize or approve TRA THIRD PARTY LABEL TRA/MA MA MA55ACHU5075 5TATE LABEL any omission or deviation from the requirements of ? DP DATA PLATE DP NOTE: ANY do ALL Material shipped loose for the site completion of the manufactured product is UL11MATELY the SOLE RESPONSIBILITY-OF THE BUILDER LISTED BELOW to install and finish. L applicable State Laws. Britten 1st FLOOR PLUMBINGtolHomes New NEW ENGLAND HOMES INC. DRAYM P.R.G. DALE 6/22/01 y 90�,ROAD 85% England' � e„ DALE 8/22/0� Comp. Cape © � s� Murphy/Ramsdell 461-011 46'-011 41'-0" 2T-6" 24'-73/41r 22'-0" 16'-II% rr 7r'0u ' --- I r------1II ,_— `I = 3 v ' J-'J" , = UNHEA�'FD/. UNFINISHED ' l In � � , I H I in Ln I D42 V 1 � , I I I ,�'� 11 -1 1/2' -V _ 1 BATH _ 2'-5 2 2'— l4" 5'-11IY4° 2' 41 a 21I 1 I r 1/2' V } BEDROOM #2 BEDROOM #3 LJ 29'-0" of XXX• _I XX ri ------- X ------- ----------- --- --- 'r T-4 6'_33/4nY 6Y4 /3' 26r_33/a 7r_4/n 41 411' 3' 1 I > ----- ------- L--' -- --- ---------------- - ---------------------- - ----------------------1 r---------- r , p F 1 I I ------------- ----------- A1 77 p VOLD - --,-------- • '. . lax 1.t`81, 1 - 2 ---- ----- DO.arr, LtN .46515 Cornn cnwei3Ith 0T Massa chusetT$ k c edited Evaluation and In nspt ctia n Agency 1 I ' 1;—� 11 This document is ce tifie I as being in conformance E /2 ith N assa husetts State i ----------- ------------------ --------------- --------------- ---------------- ------------- -------------------- ---- --------------- --------- ------------ Codes and the National Electrical Code 46'-0" 40'-13/4"• 36'-0" 31:-101/° 24'—I" 20'-7" 14,_19/4rr 10'-011 5'—Idl/ r 3 rr r 3 u �.Pprove By 11 r 3 11 r 3 11 r o 4—1/ 4 —1/ 5 101/ 5—101/4 4—1/4 4—1/4 17—81/2 4 4 a e AUG 3,0 2G01 ` Approval of this document does not authorize or approve If ' any omission or deviation from the requirements of NOTE. ANY & ALL Material shipped loose for the site completion of the manufactured product is ULTIMATELY the SOLE RESPONSIBILITY OF THE BUILDER LISTED BELOW io install and finish. applicable State laws. y i Brittany2nd FLOOR PLUMBING . New NEW WLAW HOMES INC. DRAWN P.R.G. DAT 6/22/01 8515 England i, M R� B DATE' 8/22/0q1 Comp. Cape 'Homes © � � 1/4n= -011 Murphy/Ramsdell 00 RIDGE VENT SRM.B.J.009 R4.44:eq PINNED RAFTERS 16" O.C. 2 C6140140 COMP. TRUSSES 24".O.C. • 00 5 YEAR ASPHALT SHINGLES F SRM.B.J.008 15# FELT 7/I6° OSB SHEATHING R. A-RNOLD c�L ASSOCIATES, 1I C. 3 TRUSSES @ 24' O.C. > P.,®. Box 1081 SEE cez5.e9 FOR TYPEr° Elkhart IN 46515 i FRAMING DETAILS SRM.B.J.013 �l z;• a Commonwealth of Massachusetts RI-R6 12 ICE SNOW BARRIER @'EAVES SRM.B.J.012D 12II� J Accredited Evaluation and, I 6' VENTED SOFFITS I Inspection �e enc R-38 INSULATION$ W/ IX6 FASCIA F? This document is certified a`s being in conformance ZXD t 2/2x6 HEADER with Massachusetts State Codes and the Nationale ` Electricaal`�Code ;. �� .. Approved By 00 , r Date AUG 0 2001 •6 SILL � 2x6 SHOE ,,_ - - _ 5RM.BJ00B OF DORMER• SNEAT G TIE Approval of this document does not authorize or approve / D 10 JOISTS @ 00 any omission or deviation from the requirements of -RAFTER 1AIL 16 °O.C. #2 SPFs SRM.B.G.003 applicable State Laws. OSKNEEWALL 341 /4 T4G 05B SHEATHING 1141-011 _ - . - -- ----- R-Iq INSULATION 5�_�/2 it 1/2' GYP. V2' PLYWOOD I. ALL MATERIALS ABOVE/BELOW THIS LINE ARE THE 00 2/2x3 PLATE BEARING SHIM RESPONSIBILITY OF THE BUILDER,AND SHALL BE USED IN r '5RM.B.C.011 . " t ACCORDANCE WITH THE MATERIAL,MANUFACUTRER'S ,. I/2' GYP. 2/2x6 PLATE' _ INSTALLATION INSTRUCTIONS, IN CONFORMANCE WITH ALL 2x3 5TUD5'@ 16" O.C. 1/2' GYP. APPLICABLE BUILDING CODES. ANY DETAILS/DRAWINGS o I 16, 0. ., SET GAP 2x6 STUDS @ O.C. REFERENCING MATERIAL NOT SUPPLIED BY N.E.H. ARE R-Iq INSULATION FOR REFERENCE ONLY, AND SHOULD BE APPROVED BY aD • 7/I6' 0513 SHEATHING THE LOCAL BUILDING INSPECTOR PRIOR.TO USE. ALL SUCH MATERIAUCON5TRUCTION MUST BE SITE INSPECTED. 13'-II%2" SIDING BY BUILDER 2. SECOND FLOOR PARTITIONS SUPPLIED (FRAMED ONLY) ' 00 PARTITIONS ALL SECOND FLOOR INSULATION, BUILDING WRAP 15 TO ERECT-AND SECURE THE 2x10 JOISTS @ I6" O.C. #2 SPFs � , 3/4' TAG 055 SHEATHING SRM.B.C.005 1 00 FINISH MATERIALS, ELECTRICAL * PLUMBING MATERIAL II� SRM.B.C.003 AND ALLINSTALLING SAID MATE RIAL IS THE R-19 KRAFT FACE BATT IN5U TION s I RESPONSIBILITY OF THE BUILDER ON SITE. 3. (s) INDICATES MATERIAULABOR ON SITE BY- Y 2x10/2xB PERIMETER 4/2x12 GIRDER GRADE $ BUILDER-SEE NOTE L 26 SILL.$ i GIRDER BOLTS SILL SEALER $ 2x2 LEDGER NOTE: ANCHOR STRAPS IxB GIRDER CAP THE R-19 FIBERGLASS BATT INSULATION IN THE I5T 10' FOUNDATION WALL $ I/B'x5x5 COLUMN CAP STORY CEILING/FLOOR IS PROVIDED AND INSTALLED BY W/ CONT. FTG. UNDER $ I 3 1/2' �CONC. T14E SECOND STORY.N.E.N. FILLED COLUMN INSULATION 15 TO BEKSUPPPL SUPPLIED AND NEEWALL AND ROOF/CEILING ON SITE UNHEATED/UNFINISHED BYTHE BUILDER TO COMPLIANCE WITH THE APPLICABLE STATE ENERGY CODE. COLUMN FOOTING $ CONC. SLAB $ DETAIL O. SYMBOL DENOTES THE DETAIL NUMBER SRM PAGE No AND PAGE IN THE SITE REFERENCE MANUAL BUILDER MUST REFER TO FOR REQUIRED 51TE WORK. NOTE: ANY & ALL Material shipped loose for the site completion of the manufactured product is ULTIMATELY the SOLE RESPONSIBILITY OF THE BUILDER LISTED BELOW to install and finish. Britt n SECTION A New NEW ENGLAND HOMES INC. wA P.R•G. DATE 6/22/01 8515 any England V0 omm Kx ioo�o ffEY. B - DALE 8/22/01 ©cede ff soon 1/4"=1'-o" Murphy/Ramsdell Comp. Cape lHomes LVL BEAM SEE - h 5PAN CHART 12_ TRUSS 12 12 II I II II I SIMPSON 5T36 STRAP TIE 1I/2" �rl'P. I NALIM BRIP. I NAILED TO TOP PLATE OF h I IN�iTALIILED ERVCALWY• `I SHEAR WALL * BOTTOM CHORD • i� II- LOTH SIDE OFIIWAL11 1 OF EACH SHEAR WALL 12-10d ni Il NAILED Il�d C OL,E�I NA�LS I EACH END OF STRAP III II • j1 II I :O`11 II I 4-2X4 STUD5 AS P05T (LVL I1 II' II II . II II II 1 BEARING) @ EACH 514EARWALL III II` li II I II 11 �,I � - III 1 . II II� II ' II II III I NpA I L ANOE I O HLooOl LIB_ I WITIA IOd�OPI ON IL 6" Vic. I „ TYP. SHEAR- WALL DETAIL 12 EACH SIDE OF STAIRWELL 12� sugar NG TIE n 14'-0„ _ 8 16 --- ----- a _ Q x r T. R. I OLD �r ASSOC r Eikhart, IN 46535 5'-131 11 o qr� 1-- Commonwealth of Massa c;��sc ri, o Accredited Evaluation and 8316 I Inspection Agency This document is certified as being in conformance n with Massachusetts State ' Codes and the National ' Electri al Code ' 7 15 6 - - Approved By + • � - Date - Approval ofthis document does not authors ize or approve I any omission or deviation from the requirements of NOTE: ANY & ALL Material shipped loose for the site completion of the manufactured product is ULTIMATELY the SOLE RESPONSIBILITY OF THE BUILDER LISTED BELOW to install and finish 1 —_� applicable State Laws. New NEW ENGLAW HOMES INC. DmwN P:R.c. o� 6122/01 8515 Brittany STAIR DETAILS England VO�RW B o�;f 8/22/01 80 Comp. Cape' folHomes ' 2W s� 1/4 =1 1-0„ Murphy/Ramsdell p TOP FNDN EL, 60.7' SYSTEM PROFILE TEST HOLE LOGS ----- ----- - + ACCESS COVER TO WITHIN 6' OF FIN. GRADE <NOT TO SCALE) ACCESS COVER (WATERTIGHT) TO STEVE HAAS, PE WITHIN F � ENGINEER ��sTgR =7'_± MINIMUM .75' OF COVER OVER PRECAST 6 O IN. GRADE J. CONLON a% SLOPE REQUIRED OVER SYSTEM WITNESS. �Ne 55.0 I � RUN PIPE LEVEL 2' DOUBLE WASHED PEASTON DATE 8/7/85 ( Qs LOCUS 55:0 t FOR FIRST 2' c (PROP) f, T OPOSED150Q � 3' MAX. PERC. RATE - 2 MIN/INCH LLON SEPTIC I s 53.50' NK <H- 10 > AS�,. I TEE. _52.0'pr CLASS SOILS P# 4$13 � 51.20' © C] CI © 0or1M ' BAFFLE 51,37' �"' 0 51,17' b MIN 6" SUMP © � © 1 r AF'OUND < 2 % SLOPE) CI � C7 [� © C7C7C7 © 49:17' o �-___6' CRUSHED STONE DR MECHANICAL 2' Q p CJ C7 C� © Cl [� 0 COMPACTION. (15.221 [23> 1 ELEV. C 51 DEPTH Or FLOW ( 8 % SLOPE) < 1 X SLOPE> 3/4' TO 1 1/2' DOUBLE WASHED STONE D• 58.2 p� TEE SIZES, INLET DEPTH _ lO' OUTLET DEPTH = 14 TOP AND SUBSOIL LOCATION MAP NOT TO SCALE TOP AND ' FOUN 25' SEPTIC TANK--`--�-- 23' ---�- ---- D' 8OX 4' LEACHING SUBSOIL ASSESSORS MAP 166 PARCEL �. 63.6 -FACILITY 36" 36" 48 55.2' �i AP DISTRICT PERC® BROWN M-F BROWN M-F 0 40.0' SAND SAND WITH .�� * EXIST. SEPTIC SYSTEM FOR DWELLING CONSISTS OF A TR. FINES 1500 GAL, SEPTIC TANK WITH (1) 1000 GAL. LEACHING PIT WITH 2' STONE AROUND. (PER SEPTIC -INSPECTION 72" REPORT) CONTRACTOR TO CONFIRM SUITABLE SOILS IN AREA Of PROPOSED LEACH FACILITY IS TO SERVICE NEW 96" 43 PROPOSED LEACHING FACILITY, PRIOR TO CONSTRUCTION ADDITION, WHICH COULD NOT UTILIZE EXISTING SEPTIC WHITE MED. OF ANY PORTION Of SEPTIC SYSTEM - SYSTEM DUE TO ELEVATION DIFFERENCES. (EXISTING LEACHING FACILITY WAS MORE THAN ADEQUATE FOR WHITE MED. ' EXISTING DWELLING WITH ADDITION PER HEALTH DEPT. SAND REVIEW) SAND 56.1 5 6.7 144" 46.2' 132"_ 40 NOTES: 5`� WATER _ BENCH MARK - TOP OF CONCRETE BOUND SI.PTIC DESIGN (GARBAGE DISPOSER IS NQT ALLOWED > 1. DATUM IS APPROXIMATED FROM QUAD ,a._ ' / % U' + ^� \ ELEVATION - 60.U' - _ .._ '� / + :.e.a � \\ DESIGN FLOW 1__ BEDROOMS C 110 GPO) = 110 GPD 2. MUNICIPAL WATER IS_EXI_ TING_.��. USE A 1_ 1Q_ GP S D DESIGN FLOW �! 3. MINIMUM PIPE PITCH TO BE 1/8' PER FOOT. r PTIC TANK: 110 GPD < 2 ) = 220 4. DESIGN LOADING FUR ALL PRLCA_-1 UNITS TO ICE AAS1-10 H-r_1_C., 1500 _ - . . 5: PIPE_ .nlNTS Tf_f B! Mid-JE WATERTIGHT. U`_ A GALi_ON SEPTIC TANK --- 6. CONI:TRUCTION Df T[l UL 11N A(:I_bi,• I:;Al`L _ wl II-1 t.�o \ 1 `,� LEACHING ENVIRONMENTAL CODE TITL[ V. 2(12.5 +8.83) 2 (.74) = 63.1 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE 1 USED FOR LOT LINE STAKING. 12.5 x 8.83 (.74) - 81.7 Bt7TTOM, 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4, PVC. 54 :aC:; EXISTING \ ��.• VITAL. 195 S F 144.8 GPD 9. COMPONENTS NOT TO BE BACKFIL LED OR CONCEALLD WITHOU i NEW `� G 11SE 1 500 G INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED 1--- + q �S ADDITION �� ( ) AL. LEACHING CHAMBER WITH 2 -- "x �a / ` t� \ I FROM BOARD OF HF ALTH, � � STONE ALL AROUND Z �: \ EXISTING I DWELLING % LEGEND CAUTION: LINE ROUND ( I / \ rT rJ �j l TE Q� // �� 59.5 Sze,, 60�0 / i I L... % AN ELECTRIC LINE � tp TOP FNDN 100.0 PROPOSED SPOT ELEVATION X I 1 II � ` OF I 60.7' ;� ` 95 LINCOLN LANE \ ' o ( \ 100x0 EXISTING SPOT ELEVATION ----- APpRpX. WATERLINE LOCATION. (7� 60:1 <^ 60.1 CONTRACTOR TO CONTACT y� Un n� \ 4'Q IN THE TOWN OF: DIG--SAFE AND DEPT, a:1 �_ `- \ 100 PROPOSED CONTOUR /QSTERVILLE BARNSTABLE PRIOR EXCAVATION TO ANY EXCAVATION 54.2 \ \+ 59.8 59.9 100 EXISTING CONTOUR -- -- \ 59� C��j PREPARED FOR: BRIAN AND AUDRA PARKER �� s9.S 59.5 89 _. ELECTRIC LINE _ E TITLE 5 30 .� AREA OF EXIST. ` �..__ 0 30 60 90 SYSTEM S PTIC�. _. \ __ _- - 1 GRAVEL -DRIVE .p\ BOARD OF HEALTH MA 1" = 30' AUGUST 13, 2001 APPROVED DATE SCALE. DATE: \\ \\ 57.6 \ \` -.. of i 300-362-4541 fax 308 368-9880 ��... TH 2 ` �`.S "\ �\ 56.7 `t I 11% OF down cape engineering, inc, ��� �� I" oF + ei;7 LOT 16 H. ARNE �S o ARNE� 77,791f SQ. FT. OMu CIVIL ENGINEERS 3 �• �� - '�� - 9f ACRES q nLA 'K $ LAND SURVEYORS z sas ; LA 939 main st, armouth ma 02675 01 -�- �5� cri +�a.3 � y _.. 0) pg JALA, +�T .L.S. DA TE I TV•Mr�•A.�•.N�Trii.�.��rA1.�a. .Y..•..�-�_•Wm..r. - • 1 , - SOIL TES E _i-A ACH. I �' IN'UK:AILi- M«. A /1 I NK D ! • �� ! �: Q� PERC Do all I E S I 1A1;.s:' r d/1 I \t1 SCALE + N. , ',OS F , TPA T t TP 0 Z TP f d b: S'f Ei 4 Ikl E i �f :A� 1 :h. ,� ykjUvrlI FIN114.t — ' TT _n IRLTt ( r.tD a + _A :tN('kF1f TEES -- —� . — -- -• L-�— - GRD. EL. 1�.2 CF;i GRD. EL.1o1•. C? GIRD [A �� _ rtT Y un� . .� • . ,► _ I { �: rE --T .r- G �, A►4> ,•+.;1AN'r .1 •,':1 f6'.x T, 1Y'THS!AND H iU LOAD NG li , GW. EL. VT GW_ EL.------ G EL� ,I►.u! *. .a,FA! hT D: ^I i ! ,,r. 11` UiOEIt oAvEMEN1, oRWES OR ---- t-fAF ►{U�LH l.E'4F 1-iVt_c N aN1,WAVS,_, H a 1 ►, , :atir.0 i I c.:.! L rRE IN r-?(j LOADING j (7 r.�.r: ` # E f_ h E W!a'S W H_ L. DI I D7•v I- IOCT.h � - - — 1 IONNEC-IUNS Lh', ..Jltt'1•tT; ..•. + / Z a .H::' +E +fl - TEE +:, k:.i 114'HFQE S'_DPE C , r il?.jITION iC BE Wa�?[ 'TI+�h•T er 1p"S. GR:Lr P d. • • �r.� -_-�_ Sk►.�p( 5h-rUt�Y ( i j 7r c I oir r r xC, : Uti C il? d T CR IN 4 4 SUQ`�O1C� SUrSSnT i d 1 ' it.;,.F•.:+ S 'SjEM � ---- - �' DS ` ' 7c%!;-� •�' �w 1 I ? "iti' T wG ! 1_E T Uf P:PI. ;,i!;-Or D1S' I I E n t '6Ro �►� I 9.f. _ ti _ . - ) r •,r)x Tc I?t I, A:, . E,,I , _ GENERAL ,�UTE�;. �6�L V��faJti� i lU' F Lt'. t^,L I TA F - :N" A�. .V r- A.. 'IvHf N! 'N - f PA. ; 1 HIS P'' !�N IS F!(�? aF_St:i'J FIf�� 3 �141JD kJl � •• - - -- ;. . , j - � /li, ) v � 1 - .• -Z - Zt�t'� ''- ` V � ' _ � � f•rJ � y•� jl. . il.-IIVC 1 (ry��JT !f�l'\ (✓(� � h�� S`.,��N.::1�. A;t•• 1 I�I S P O J 1 A ..I t. 11 ONLY s •1'✓ ' j , '� '' 4 2 A' L CONST;tl_, ;ON ME HODS A A S i ` y // . N 1. • •i 7 \4 1 7 : f C f At aEr TIC' �y ,[v nQ V • 1 II .'\. - - _ - • + �' '_ l'f t,jk.TF DIALS .. Nl.� C' R'r O %� i' �' 43•t'. 1\h• -- ' S V I l_ , _. r t� ? } �. �•.:I 1 -.. ) .1 ♦ •,� r`C _I _ ` \ i ! i rt ; j r+ .. }{ i_�s _�'__.�:+::�.—:�— :--- •y"'-- }�--`!: t.�ASJ ll '= �:. . Ti (LC. c+ t_i� ) L.0 AL.T ''1 �i. U:�__�• i 1{J^i5 *1� ' A E T�01 1) S •�i.J tir .(�r - I.l i -d:i 1 ' �' a ' ._. _- /` i4d.1 I /Q' t•� .! A,L PI I_!_ ,� J 1..LI•.�A AT L_./ l. ,IL}c t,A\ll. 144 b- wa INVERT ELEVATIONS: DATE D" E . � DATE: DATE —! - i � Ivan Bereznicki Associates, Inc. sale: I': 10T 0` TEST BY: TEST 6'� TEST BY: TEST BY T.I.�s�>) �Isa 4` !;JVERT AT BUILDING �•C-� Fax:(617)b63-576./ dale: (y Parker Residence, Osterville, MA 4 :NVE_RT AT SEPTIC TANK(m) ��5•hs WITNFSSED BY: WITNf. SSF '' WITNESSED BY: WITNESSED BY I —'�� DESIGN SKETCH- NOT FOR CONSTRUCTION: 4` INVERT AT SEPTIC. 1ANK(oui) lc:5'��' _ SR'EN SHor�11N9 '• DS1l"�� 4 JVCR i A T DIsT. BOX(In) PERC. RATE: PERC. Rik '- I PERC. RATE: PERC RATE I �. C• QRCPOS�� ADTpCj10N� LxtST� SEA 1�\ Z__ MIN./INCH — M!' ' t't�' — _ _ _ MIN.IINCH __.._ MIN /INCH C. 4' INVERT AT DIST. BOX(nut) ��J�i7 C,DfsS V f=:;:::"-.If)ti NO DATUM: DATUM. _VERTICAL DATUM: ' 4'' I is v E <zT AT %.�C._N-1�t.X, y -7 lee T Tca►-A o f L_[-_AG K t x, -P kT `-1 _coo BENCH MARK USED, \ All. r o 12 v L l 7 - jj t? / / / / ,o \ Jj / , ` I ;' , o f DESIGN CRITERIA: / DIE,), FLOW: • � f� �' .N ._, � / I � DE G.P.B./D G.P.D. BEDROOMS AT f Ili 00 hT _ _ ' y`0 'I I/ I' h►� I �p'r �E �\ '�� 0\ - y - - ►-�v c,Ar ate_ c,E.� , 1 Y CuAPE COD SURVEY � ,� � t � REGUIZED SEPTIC TANK: ) j f �, i ��I�y �� 1 ir2�: TA'?�t-Fc Rc.uc, i1�= 1 ZSJ- -. GAL. CONSULTANTS i \ \ h' F I,TE 6A \ , 3261 MAIN ST.:RO ' 1 75r,\0 u ,-r:F-1 � Vitt ,,r a�► -� SEP IC TANK PROVIDED: _ / c,o_ GAL. q �e, N. >�.,. i BARNSTABLE VILLAGE, MA 02634 SIZE OF LEACHING FACILITY REQUIRED: (617) 362-8133 DES,�N' PERC. RATE: --L Z . . .-- - _ MIN./INCH D,VISION OF '1 BOSTON SURVEY CONSULTANTS INC. t 4"LI - N,ya ► , w� TH o� ENGINEERING • SURVEYING • PLA4 D TITLE: (10 1 \ , 7 , � 9Z 5, ��. , ,,��- �=, = , / SEWAGE DISPOSAL SIZE OF LEACHING FACILITY PROVIDED: '\ SYSTEM DESIGN �` _z, T 5 LOT I _ i \ '•` � 0,, �/ �\ •� � .� � - �•.>2�/�` _ — � ,! - — i�+��N E ��1---� E�cSTE�2✓1 L-�-E/1 I'�A 10.17 LOCUS PLAN: 9,3� �`5 / _-- � �— / f f �f l F PREPARED FOR, to'�'-- - 1 - 9 - .' _ - _ o �. z ; e L / J 41�3 Al /L Lit/ /�U. G� M� UA I t /� U, -, U -�T -I COMP./DESIGN: PAR CHECK DRAWN: R-/�1, I z PLAN VIEW �� , _ 1 Q FIELD: ---- SCALE: o FILE NO: JE3 - --- DWG. NO: �rj / JOB NO: 0 �� �'� F E E T SHEET OF I ,.ams�asw�xw•�a�eere�+roc .I�ooan•;sasrl ���s�w+.ie�aa..swe�•r - --- i .. .. Wr i a a a. "a,+,tl¢+N+,We'i „rod•FM vs..tR dlillli x,:--- sm ,..I,Ne sw.r.•aw:a:.x n-:•a-sw,:.snw•:x»yw,.; - wra s. ay . ,.,we- _ .^waa ...• vt✓.., +.:rmr',.we, •.n.:. _,..a : . -. .. .. .....: u ,. -..:...... '.:.:.•..tm•x--..+ak5::'wW41, V4[+nr..... n.+R.WW.*'t:w<_,sa w4Y,. ,w?WtwSiw .N Y.x!„'.,«?Y.... a�'8'i M r Mbf. ..mrn ZN^+• mk #VaW.r8A#i NFONXn'M9Y'A!4 } aM1AaM h4`/ ..nP✓lh Wku'S'W..Y%v.;WdM9YAi" W:A:w:N::,a..:lM.11i.:i1C'*A4ervfi Ali.''iNp.?'MNa:LV'N-:br9Ykdn":Mni'Nxs•Y.K'YN,:iMaFti'tYA +.-M..•r,y.,iw.:.ay:.- y ; _ ., .. .e:R .'a.-,.,. :. . } "� .waa,.c,m.nw.a,,et/Ma+aan:.ami.•w-w»r.a:a.e',,...:m,usn:.r-a:.w,wmyww..x,>.n+.cw...,..ca..re sbn..aw..cmtma.a'.r.wwszwomfi:. a+Caorx:raln,m&n4rme+r:•.•,.a :.cvw.wxrr s •.. .• •. .. __,-,. .. .. ..... :.,'sles-TNt w•e::..E-:..w.•v w✓s"PAeW:...nWb.M.sYa 41+•wMw+^W:'.APt+A"i✓+H*-:Nib'v..RIY TMY.:.na: .ax.Hx- :4<i r.:...=:.:PaA1Aaro.'AI✓s::.:x.lRvtlaMd.F..q::1NMy1tlFb.w:•.,.Fr-'.+..:4I'1artwa::Wi9Vd�LY.f':M.vf.WY'µ+7M,..@b.b...,:4e1tiYR'1NVLl"M,R:... + ,.,, �,.si r,.,Ayw,,®:.wvp. .',.. ,.ak BOX x. u � 5y. ti� eC F .y..'., ./ 'r.+Awr ,aa wuc"o...+M...ea..wN.ywaww.✓a.Fm.a os,l+dlsr!➢6'ssMin::.wffi.w,n aw.,a+.,.,e..*.;m as+r �jif ` x INN III,A T E ti �l �.,i}� '�('{,. {{[�" �. �..r(� a: .,;, �. :, � 0sa .,.A c.. g � •� d ,..., t ¢ (},, � .r 4 ''y �- 3 & �� !1 •+s 1,, °`ro i+.w a IN01(.1� �..,• %a,„,.y '1 � 9 `N 1. '�a-. ':�, r i. ,..�.:,.. e,,. > 7 - .a hiwr 8n r� « .,� ?..'.a.7s..,a..6 r.:. .. xwr,t PERC. OBSERVED ��OQ .._ GA L SCALE TF$7 0RC7UNDWATEF? N „ Ttl,► SG�Ii.ENO " TO } 3 _ • r TF� TP .0 Z TP NOTES I SEPTIC' TANK SHAi_:, BE STEEL 4 INLET AND OUTLET "TEES TO BE "AST IRON, ZG�: NO. Of OU L._ i ..E � � C--a�'e ri<�l�j►..r REINFORCED CONCRETE �' 1 {~ , _______•_ GRI-). EL. .1 _� GIRD EL. _._- GR[:. EL.14?1!_(? GRD EL. ..._ s HED. 4U PV OR AST-,N P AtE CONCRETE TEES ^ 2 SEPTIC LANK TO WITHSTAND ri It LOADING TQ BE CENTERED ,UNDER MANHOLE COVER � � j' N 7 S. i�1-----1-» ,.. .. _. G W. E L _—__ — G W. E L_ __ ._--- _ > 1+tI. E L._--�__ u W. E L. o DISTf 10 -r- r .-- r I NLESS UNDER(PAVEMENT, DR.VES OR Y " 4_-._..__ JNLESS UNDER PAVEMENT, DRIVES OR {. . _ _ 1 OX v ` + 4 f 1 TRAVE:. ED WAYS,WHEREIN H- 20 LOADING (_EAF t Ei1F ►AU" TRAVEL ED WAYS WHEREIN H-?0 LOADING 11Ut>=N II�7.gj I N ICXI,b SHALL APPZ_Y PREFAST T..nr 11 F. SHALL APPLY. Rpl, !J , �R-or.�! > GIST 1 +'�•- 6 I 3 4LL.. FIPE CONNEC IONS AND CONCRETE MANNo,_E covEA / Z I f I. _ _ _ f c•..}a +�U:^c► Acs_::)F:�y-' CONSTRUCTION TO BE WATERTIGHT eRCuGNT TO tiM,sN GRADE j BOx 2 PFlOViOf IN_.E.` TEE ;R BAFFLE_ WHERE SI_CPE CIF a r 11 INLET PIPE" EXCEEDS 0.OS FT.i'FT CR IN i7 PUMPED SYSTEM. 1 r - 9 j ENERAI_ MOTES: z'taw 4 i _ ? FIRST TWt) FEET Of PIPE: OUT OF DIST Lr1 HIND TG } E�RG'ta�p7 1 �j�'C>C .�1�� ... �i ,■� 1 I 13-0k TC, FlE LAID LEVEL YV, HSTAN(! H .0 :.Gill: 1 •jy I VIEW I + ivl.E .�S uNL)E.R ---- --_— DESIGN AND FIBS Ham . R S s_ A F PA�EMF!v' DR1VF ?k 1 THIS PLAN IS FO LAN r a ,.k L l�_.J__ ri. ! 1 { _.___._--- UNM4 . WATER LEvEI +, ,l 4 T ,9�'Ff f �, NAl WHEREIN, i S, D I , Z 'I r f, G ;�, CONSTRUCTION OF THE SEW/ .. 1a�-Y_5U I f 3 2 t APPLY : , DISPOSAL FACILITY ONLY. TR.Ac.E F Ik)F- 1� s, 1 t xyj u �•� '`1 ) ;NL E, 'E E A Tc k ',H', .. _ ! t vaE-kl 1 i ! 1 PRECAST j' �t C ,�•' . -C' M,N. �.E Y _ �i sEE ALL CONSTRUCTION METHODS A` !, I i �3 L 3EANk Ii� J;:,U OEI'TN + F.F wl N'.'f. 2 __ r o LJ _ - . MATERIA SHALL CONFORM TC? . ?'l� �vr� ��° a ., . ._ . ._. . ;. . ?I #, r r' _ � IO = �. t �r.•}�1-_ ��_ , 1, _ _' ..- MASS. C). E TIT;_ AND LOCAL - ;N� f , r. ! a f , S I x L', ,• :' BOARD OF HEALTHREGIKATIONS. lut n '�, - _. "_. ._. __ 1. •. ;�D �.-_-80T Y LEVEI rAF-tE RA9f if';r'JM IN � , r 1 s _ ., _ ' ALL PIPES LOCATED UNDERPAVEMENT -CROSS-SEC'iON ;3r.;c. OR TRAVELED WAY SHALL 3E- { P; AN vIE w koss• SECTION vlEw ��._____ � _ _ . ---___ _ SCHEDULE 40 OR EQUAL. DATE DATE DATE: DATE: I N V ;,:�aa,.E= TEST BY: TEST BY TEST BY TEST BY. 4" INVERT A1- BUILDING WITNESSED BY: WITNESSED BY! WITNESSED BY `,"�'7 N: `,SED BY 4" INVERT AT SEPTIC TANK(m) �- 1U5, ,s""�"�` �'---`� 4" INVERT AT SEPTIC TANK(out) � PERC;. RATE PERC. RATE: PERC. RATE: PERC RATE <. _ 4'' INVERT AT DIST. BOX(fn) � _`?,•_' ` Z MIN./INCH MIN /INCH MIN./INCH MlN IINIrN 4" INVERT AT DIST. BOX(Out) /�� .►�7 CONSTRUCTION NOTES: DATUM. a 9 I V R T Ic A[ ::;A 1 r�i: �:� -r'`Jig ? ��; ,�t♦ :::.,G1,4'v�� 4" 11�v E Rai` �T �'-�--�-i�� p i g. 1 C-,c.�.lv'� BENCH MARK USED � ^� s/ 14 IV DESIGN CRITERIA. , / - 2� : — - f BEDROOMS A-1 11,0 .B /D '44&G.P-D RE<- UIRED SEPTIC TANK: CAPE COD SURVEY f2— 50 A CONSULTANTS G l_ M SEPTIC TANK PROVIDED = � , c 6AL c1�� 3261 MAIN ST_.'ROUTE 6A I \ t 4 �` `� � �t,llr �,-f'" r' I BARNSTABLE VILLAGE, MA 02630 ,` ,I.- �E t•�- I ,T T. r -� SIZE' OF LEACHING FACILITY RI_QUIRLD (617} 362-8133 �?r:51GN PERC. RATE: 2 MIN_/INCH DIVISION OF �1 \ -E..,r (w/ l 1 1 �� S ✓ CONSULTANTS INC BUSTON SURVEY (V M,A / 1 1 r tS1 - ENGINEERING SURVEYING PLANNING } P 1 . (' S - c.J TM G ST N L-- � r � - _. ...__ ,;-> �� �_ SEWAGE DISPOSAL t _ - S G S y SIZE OF LEACHING FACILITY PROVIDED: SYSTEM DESIGN — f= � ' P 2n _. , 1 %�.` j 4.zv' y.�J�, 3 � ,�o- : — ---•— __ LOCUS PLAN PREPARED FOR: 97 . 7. 1 f �' /�`- ---�--,�'�- _ � '-----•... „ � ,mot `J"�' `Y ,,' ! � � .J'� Y,, %" i M / �-•. ✓ / C� ? c i ? y ✓``' ` "-' --__- r �� 0 I D A T F I 4,� COMP./DESIGN. 10-U� 9 �' \ I �-�� ` CHECK <Jr \ �• DRAWN PLAN VIEW FIELD -nT PJ Z:)r- /z> SCALE: 1 "-�'�, � -`, _- - FILE. NO: ---- -- -�..tl, '��/�__--- ---• � � DWG. NO- JOB NO 0--.-.._ -- ----- !� FEET - , ?2�F� �� GYNC. AvG/.1l� SHEET OF