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BP-4842a t- 1 o y , 11 t, IF. .1. 1. . AA N.".. - , . . .. e - - .. - 77 DEC ®� 19OILDING TOWN OF DARTMOUTH date DEPARTMENT This plan has been reviewed and accepted as a record to be in compliance with co ofi work ro osed performed ton. owner, and/or ;:' ' 780yCMR 5th Edi The applicant/agent is responsible fo r �n ' architect/engineer , tw�tgst�nd� code o h an ng compliance with the above mentioned or omissions in the record plan. Any change . - ' ' 1. any errors in owner, License c tractor o eng neer mus be Any change intplan . .- a reported to thi ffic e immediately. .... • •, .. -,,. ... .. .. - . . - n a y manner. must be submitt; to this ffic i ti l . 1 Signature . . - -- .Y .. a .. , - ., , .. .. - - y_ . - - . 1 � ' _ _ . - ', . .. Y 5 .. z . 1 a: . y E. .. - t%. ...:. .: - .. 1 •.. ., 3, . fJ m r, 1. � r . .'. - - r, a - Y t• t ,. .- :Err .{ a 1y� ° r:{Ykr ?? 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[ h ,4) 4 `�-.,-� .0 ;fay jTj { r 1 I W {� a % C �+9 «gypsy �•y� q� l ' r63k VM s3Y.iw�.iL j"`'w�' _ ., Y' .: A Ii two uY... r *fir ,,;� ggb1 m 111,!// LI C �[ 1. ,ems her x W d %{ . . .. • ' • t- '_i * ¢ yi T� ' Y yP� 11 Vl xt i�i�FO''��lt z it J l �i:.t' MW , BUILDING C�t3lfl I�If� ,`�-Rl �--a W .� 3S OF TPi �v01;�. F�--1 rk s�- i4 ice 1� ! as+ea.as®a secaeoe.s>3e®aee¢ e � !✓ G '' 2-.._ t� A/k�ya'' a.T d.S.k�`ir iFF °v a:5 L .. J S,}, a U . . -� ;: *- . _ .T. ,, 77,2,E - „y w y�, n Si is t 11 r t S w 4 { t - � -. -, ((���j ? ­ ..,'� �yyy FILE CUPI I � � I*,. 1. .q 11 �. .1 , . . .:� -.0 1.1* .i, I . I . , , '.. . ., - � , . � _1 f !4�` ..,..N r { �{ % _ � ad1' IrlNi ` a t ,jam �]¢y t p r, \rJ y� J a 1 x /., ���,}} Y DD PLC �_,11 ��ee P . t h t 6i y. l�� tN- i a Copy Of This Endorsed:, , p A- r 1. rV n. p.l; Pan Must Be Kept On site . . �, � . Za..�♦`. Y..�� . �� r n :` rz ,;r� u fk"t , t ? �} 4 s , ® tom �E � � lan 0 , ` � e4 �y r X:�. �.. /. I �:, , f A � . >11 r .. 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MWON 1/ 4" W-- P -0" MIM A.e. % A16 k Lle t *A" N ---------------------------------------------- L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MARMYMON IC, 7 A Conn Of This Endorsed Be Kept On Site L 5 ! ring, Construction I 2,61-011 61-011 COI I COMM FXnN6 w/ 1011 # AA 5TAP5 fO aM A5 c I -_ _, i � f , mom 4" Ma CONGMS 5LM w/ 66 10�10 wwr GVtR 6 ML FCMM�W WOR PAR O\U 6 CRBV9 5fONE COMMMM FOL"MCA W/ Wn UIV wwow 11 -411 x 21-611 I VINYL, nv 1 __ j _ p i V 10'-11 V 2" MOW 11 -41 Ix 21-8 I I 41/211 41/2 --------- - c �7! 1011 Ma FOUW CONMV —T FOUVATM WU (Ir.) &I 67 1-1011 >; 11-011 10 1-411 POUNPAION PLAN P Lv Of This Endorsed ,.!St Be Kept 0,1 Sif Cons ruciiin II E- (D CO �D E- E- A u E- Y) ... ..... .............. . 7- �! I C\2 cc x E-i ;� co to CID 0 0 0; 0 IT I CO U,. ., P-4 3 OF 7 i 3m 1 Y41 mm Flk5f -F�OOk PLM , - l' S. ..�•�� a e•� : . G }r r .5 ' G ------------------ ♦ �r l /i d n E-4 A w U t' kQ. ♦� r,t Y 1170 l; W p , jT� w •/ V � { '_ k Sit- W l Y t �4i 1 S G Yil W � 4 W Co. rl o "IN Fes} �\ / � �C �'�J✓� �� F r R JOKYr W f �• a •� t x VI I • Y ., � ��v'�a • LG�•w r 4 a F.: yh 1' n.i• t • -1 .,ate t yJ� 1 � f , } 1' {, iy y yG.� S :'sf• 1- n c :n t� - . _. .c. — ..... .:_ .-..- :- C. +, .-..�, _ t. '� :.� Ion _ .. _ _ .. ... ... .. �. .. . .,�-.... �_ _ c _.. ...r .....'? _,.: .. .� .._ w. �:•:= _.. ..� .. � $f":_. ,_. ._, ,. .:�,' ..._ ...� r. ". _ _.,..r ":a.:.'t�'v:h... _ _ 4: .'C<<.re.r. ., c•__ ., .._ ,� _�._ .�.._ .�..__.,-�...r�,. _.. y. >...,........_.._...aa..,�a,... i vm ,A65 PAT W 411 W ►X6l INO w.vA �. pOl,t"XN WU I—C11ON VAC: 1 / 2-" f P —0' 0 FMPa A5r5 BAIT INSu KON 5 FAXIA NM V-Nth VM T(T .) 5181, 5ftlm I/ Z'� SFO�GK cTYpb) 21X 4'rmitn or.) I/2115ft=C1 ?.) 211 611 F.CM & a L W J06r%1r) 5/4" W. Mywoov U.w & 5arw 5/ 41, U6. OAK WORM ONr) / flifif, IV--uv-- LLANLl< -l6 r wlIW /►/ (4) # 5 MA?5 (TW) 1 n F� 4 �it� ry�•� amNY. � +y � •R �. u ♦/" 7 l <ry C� r •' 3f tr� S u� 1: Y .. � - ��'-.- � � i'.; - �" -� � � -� ....' �, �4 .�t.��`�...._.?:RR'(i'�+C _'_`�.� r� T�. mY v� f*• � �j�.. ��rl�;� ».v1Y �eY� i II GEW-ft NOTE5 othcrwiet noted Codes,3. q wr� shag Carl* completely with 41 apprclt 5tate. and local 4. Contractor . hmw)f with rr , • / 1 r All i wop,- of work aOrA in thew pLim shall I;,,* properly WactA qhorrA otherwise, II• / as rwored so as, to enwm conthao, uvterrupted 5mrtzral rtworty in thoserV At no timeshall al) porrm of r rr. Ln, left uraWrted for any reasm Temporary rAIA dwft etc, shall be, emplI to rwvtr, any K-azarde,it rum open 9tainydb. /_€ • 'Ir or other potentiab, hazard"conditboa • Proper pm=tvn f romclements,/ provided At noUm shall anyportionof5trI tv,, expoI to ft le • 7. Placement of drnpsw and ft#Av materials t / approved OMW prior to placement % Gmtractor_i I I I _ p*Wc toilafor I • pWcementI I• _I I' / appmved I i pnor to placement, inot/een hired•/ i I ol;-eervatm I ll not /" +ep r r I ty/. I.rom thnse;planI SI'(E 10. Froh grade shad pitch away form tine gilding so that A surface water flows, away from it. Excess fig Shall lx dietrbuted on Site and graded. Contractor shag ConSUlt Arditect and Owner to de't� actual ocatlon and aradhg. FOUNDATION III. Footinp uider fouridation walls, and exterior deck foI shall footinp5ha I rwton /'ri • /soil I / / anchor Wits, shag 11;e; placed 0 *O'ox. Faranion 14. Al r .r haIe, ft folliowIrg_ s. f ••• or _ I I • / equat •r /•I.; - shall / •exterior• exterior Wal/ interiar / • nro oftvl6c, notrA 1t .•/ • plate exteriorI walls,andinterior 1 _ I • r ... • i V • / T7. Roof sheat" shall ll�e 50- exterior TadI pl�w� with cAp5 - i/r Otherokle, noted 16. Exterior walls*wood •m otherwise nottzl�linterior / ,. •. . ll / IIIframirvullew platz to •1 /5hall /1r V•1I 6-0'aboveII /I. ring eb• �t Interior euVloor shall lx 3/4, tow and groove p(ywnod - gLrA and scmew-A (over prefabricated floor tnmm), 20 I ,I ♦ floor• IItftseesehaH/" ♦M / and o.a maxmrne otherwise 1 / 11tnmw f be placed 2-0'oa wAI otherwise noted 21 Al NO pla� in contact with cavetz or masonry walb.5Lt% etc, 5full h,- preamr, vrated Uttw (Unlea5 otherwise noted) 50 seal shall 22. AN exterior dn&s, shag be caetructed entirely of premm treated /i. Lwtershag have ft folbMV... 111 p5i and .•• ••• /5l; and shall bIe SwOrm Ydow Pm or approved equaL cokmi5, r/• joists, _receive solid bloI • • • rmkm walls and R-30 0 roofs, (unless, othavAse, noted) All wort 5W meet all 25. PT cap shall L,),- installed over all exterior dom and wr&I /i /I+r � •_ _• //III, r "/ ■ X ♦ •company;♦ all state and local codos, Electrician shall prwdr. separate, cimrm for each of ft foillowtv i . I/IAVII receptacim etc., shag / I as, rtopirrA appry Co�•r 5W /e reepconsW to mfAv/+ a5 proposed shd meet all applicabit codm HEATNG /VFMLAn W-v / AR 020tTI01�K.' 1 • • • • / i• • _ / • • /_ I• � / �r ♦ Ir _ � • r 1 + . / +I: IF i W Exterior 5ON shall h,* *)4 avff Wil,*V wrap (T�Nd or approved nails . and wralTed in Wfift cOil1• tonutch ♦fir 41 Airnhum ters, and leaders, shall he rnvided as, uired b5h � P �l � hocks shad tv,- provided at outlets unlese, other provisiom for water di9pa Sion are provided. All water met drain away from anxtum eo a5 not to contrbM to ground water at fourWtm 42 AN windows, Shad lz5iivor line Series, 1000 vinyl windows, (exteror coot: white) or q equal. Wridowr shall have snap-n gnlle5 and full xmem Head height shad he 6-10' - unless otherwise rated. Glazing shall conform to all rngL inementS of local aid state Wildim Codes a5 they apply. Contractor shall verify all rough ope*35 prior to framing. 43. Front door shad tr, a 3-0' x 64P ' ir�ulated ste+d entry door (star* or apprnvrd equal 44. Side entry door at lomer level Shad l,>,o an irEulated two panel stud entrydoorwith nr to related glace pand (Staley nor approved �/ roof tneem), Sheetrock shall Lv,- wvw-j (not nailr4 Apply 3 coam of I_• widiV "Am"Amn coataFinal coat_ I te f m sanded iri paint I _III / over orr coatI primer (unless, 1 I r required dr, to 91 • I • r Pant shall be, DenjaminMoore shag r / / I I'•shectro&thIut andWondetboara or paint todurer�,• • ♦ finiOm ENERGY OXE DATA - APPENDIX J • i I •i • Y • .. it ♦i 1 • ♦/ I .. rrr I iI I �. • ;� 1 r IN ♦ I r / i Ir +r _r COMf'0ST" FRR04XP W50WED W, VIOF-D EXTERIOR WALL 1250 zz .050 .095 BASEMENT WALL. 1250 aw .080 .on ROOKED6 WX 30.92 -OW .032 WHDO 5 t54 2.550 B50 .400 a,AO EPa i0.00 n19 .vO .G189 POOR5 2.50 3.W .400 .313 FLOP 20.00 20M .050 .048 2 Exterior Joints around m doves and door frameutility 5er m and other such openirW in buiUN a ,&K 5hali be cauked, Oxkcted. weather Stripped. or otlwwlee eealII i Cl- V; LLJ Xr W~ 1-- ryt, Z � j Y � Q_ Q) z W ri D M Z LLJ QI m Z F- w Q w� Y' Z W Q 0 v = O a F— w w V) CP Z 0 Li +i W iTJ �-� L-J In . N .-- LJ Q I -1 - (n r (`J V) c0 D win Q 0 l�j cn Z Qun . <t V) -- Q LJ� Q 0_ V)w v� �1 Q un (� COve Q V)z Z � zo� rn (n 00 w 0 CC I Q ZN =a(D U�Of zo 00 w00 n Lz w V < o w �mw rym 0nz LJ In 0 n rN4 L� i � a i 7 `� 7 0F 7 11 FINISHED GARAGE FLOOR FINISHED FtIST FLOOR TOP OF FOUNDATION, FINISHED BASEMENT FLOOR 221.0 222.7 221.5 213.75 INVERT AT FOUNDATION 219.38 INVERT INTO SEPTIC TANK 219.15 INVERT OUT OF SEPTIC TANK 218.90 INVERT INTO D-BOX 214.40 INVERT OUT OF D-BOX . 214.23 INVERT AT INLET OF 214.18 INVERT AT C---ND OF 214.18 ELEVATION OF BOT. OF SYSTEN 213.6 ELEVATION OF G.W.T. i 205.6 r � MINIMUM FINISHED GRADE EL. = 215,7 . 2O" 20' 20" T.O.F. 221.5 FINISHED GRADE. 2153 min. ' TF,TEE cFINISHED GR E 220.0± ��� AL ®�S .1�" MIN. 2 � COVER LAYER OF - _'�� /\ (� /�� �� 8` WASHED (fEA) STONE o.:•..219.38 214.23 �, 14,Ig COVER » ` WASHED STONE �'4 3"•MINe tia 1, The sanitary sewaga disposal system shown hereon shall be constructed in accordance with the requirements ofH , -214.6 QI'•JID LEVEL 6" TITLE V of the S'ate Environmental Code a4id local 77�LI11' S= 15Y S= 3 -BO y� -�--�-� �OUBIL£ Board of Health reguMINb t �'�EL.j=214J8 °i ;;. STAWLESS to this desi-218.90 i C1At�P5 2, Any modification gn must be approved in Q19,Jrj writing by the engineer and the local Board of Health �4.. SEPTIC 14.40 ,''~ �,�' ( -,ram L+S' %A' 4. OT 5,33' prior to implements` -ion: .O.F.213.75�. TANK , 7.. 33 5 :°:4. 5' i A i r 10.0' 3. Contractor shall ve3ify and check the BENCHMARK as shown i SPLASH SHIELDV ,-q-f� I ,. STAINLESS 4" SOLID SDR-35 EL• - 2�3.6 on this plan prig to construction of the proposed •. : - •....•.: I END PLAT£ 1 SEE SEE OR£aGAS UNALENT system. :.....•...� :• , ..:: INLET END PLATE DETAIL >•. o ::i. • OR EQUIVALENT 34" I DETAIL �"'- : `:: • a:v;.:b:, A - - ,:: •-o'• • •'•'"'` � • formation indicates soil !condition r i *` 4. Deep Test Hole Information water table elevation aL the time 4" SCH 40 PVC SOLID PIPE - � r � - 8' I percolation rate, a� ` '_ _ _ _ _ _ _ SAND OVERDI6 Z OR APPROVED EQUAL � - _ ___ ___�'______ �____!EL2f)6.f; I0,5' and••location of actual testing and should be 'verified at �- the time of constru-tion. MAXIMUM GROUNDWATER TABLE EL. s 205.6 . S. The contractor shall notify the local Board of Health if GROUNDWATER or pMCHED WATER is encountered at a RREC T 15()® GAL. SEPTIC T K SYSTEM PROFILE higher elevation than indicated on this design plan. Board of Health when the system is �. - 6. Notify the local Y NOT { O SCALE ready for INSPECTION, prior to any backfilling. 7. If CONFIRMATION (` CONSTRUCTION is required by an EXISTING TOPOGRAPHY, including general topographic aerial survey and roadway contours, obtained from Millers Farm Subdivision plans dated 11/16/92 (� a V IS �1� BUILDING USAGE: /� �/ �` S�IIT�6� i DESIGN 4 BDR(b' +, RESIDENCE engineer, notify this o ice prior to any ac ri ing. a. The pipe between, the house and the septic tank shall be 4" extra heavy duty cast iron, Schedule 40 PVC, or other suitable material s^ceptable to the approving authority,. The slope of this Pipe must be a minimum of.0.01 (0.12 SIZE OF TANK: 1500 GAL inches per foot)", A slope of 1\4" per foot is d d 226 �� ' GARBAGE GRINDER: NO recommen e . 9. The septic tank shall be 150s gallons minirrum, unless \ CLOTHES WASHER: YES hi deo otherwise specified on tsign plan, ard" equipped ESTIMATED SEWAGE FLOW,': 440 GAL/DAY with INLET AND OUTLET TEESof proFer length constructed of concrete, PVC, or cast iron. Septic',tank OF IMPERVIOUS COVER (includes PERCENTAGEconforming PERCOLATION RATE: TP 2202 10 MIN/INCH TP 200 C2 MIN/INCH concrete strength is 5000 psi at 28 days to all apppll icaabb le ASSHTO H-30 loading ` dwelling, garage and driveway)= 5.4% • DESIGN PERC. RATE: 10 �+:IIIN/INCH requirements, unless otherwise specified. + + j 10• If any components of the proposed system are: specified \ LEACHING AREA: as HEAVY DUTY, ti-ose components shall conform to all 224 �90, state and local requirements for ASSHTO H-20 loading. o, 16.5' WIDTH X 455 LENGTH, 750.75 S.F. 11. Septic tank, distribution box, and leaching pit (if any) t ACCESS MANHOLE CODERS are to be built up to within 12" / \ SYSTEM CAPACITY: of the finished grAde unless otherwise specified on this design plan, T I 12• Septic tank distribution' box shall be t red on a 6" 226 750.75 S.F. X 0.60 GAL/SF/DAY- 450.45 GAL/DAY pad minimum compacted GRAVEL BASE to prevent heaving or settling. 13. All 3oints must be watertight, sealed" with asphalt for that t` DEEP TEST Pt1,T I��OR cement or other cement .suitable specific, component. BENCHMARK: __-_ \ r�AT�®� IRON ROD SET AT PROPERTY LINE \- LOT 45 't PERFORMED BY: KEN FORTIER 14. d leaching facility are I.ocated 25' If septic tank `az� g Y foundation, foundation AT EL. 223.97 (minimum) from the building a` WITNESSED BY: SUE GRIFFIN drain may be insta�led at the owners discret;.on. .� DATE: 3-7-89 15. Excavate all U*SUITABLE MATERIAL in the area LOT 44 � surrounding the wished stone leaching facility to the \ 222 75,523 S.F. TP 200 EL. 215.C) TP 202 EL. 214.4 �- limits specified i regulation (g,25g of Title V and replace with cle=n coarse sand and gravel, free -from \ 0 - 12" LOAM 0" - 32" LOAM &SUBSOIL Tics stumps, and waste construction fines, clay, orga° P , 12 - 26 SUBSOIL materials. - = • \ 26" - 46" SILT $ CLAY 32" - 74" TIGHT SILTY SAND 16. If any leaching aea EROSION CONTROL BARRIER WALLS are ♦ .i n plan, the shall be constructed ' shown on this de' g P Y 224 46" - 95" TIGHT SILTY SAND 74" - 130" LOOSE SILTY SAND watertight, without weepholes or other -pervious • .. ,. 95' - 157 FINE, SILTY GRAWEL $ 130'.- 171 SILTY COARSE SAND 6 GRAVEL construction in accordance with all applicable local building departmelt regulations. Future leaching P f th \ PERC C 104 ri- 206.3 STONES ERC f@ 130 EL. 203.6 facility enlargement may require the ex ens >n o ese o \ GROUNDWATER FOUND AT 113"EL.205.6 GROUNDWATER FOUND AT 144" EL. 207,4 barrier walls. 0 ADD 3 HANDICAP -" ADD 3 HANDICAP P 17• fanbasement may beraisedbut? TLOWEREDawithout tthe�vi coisentofthe engineer. o 222 - 18. Unless specified desihasoftheSanitary Design, this r system is NOT gnedfor garbage '~ grinder, clothes ices.g washing machine hot tub or other high water usage d- w 3 ✓•°� A,-r��{ *` 19. Top 8" of fill is to be topsoil d C> /� :I' 20. No HEAVY EQUIPMEr:T shall be run over the components or r i '"••9 "' the leaching area. unless those items are specified as { • y: •''1.�/ ' .,..» HEAVY DUTY. / LOT 42 I 21 . RUBBER TIRE MACH � \ SEPTIC I TNERY are of to be driven over the LOCUS y , t prepared natural soil base or sand/stone bed during TANK G SETS OF 3 STANDARD '_ G ,rooms �"'" - 220 1.25' INFILTRATOR UNITS '�' system installatic` . , the septic tank should be 220 -�- W14" SOLID PIPE a° • is" 22. For proper performancewhen the solids an scum : depth <<' _� :TERMJNATING AT " e and e d START' INSPECTED annually P 25' • ' PLATE W/SPLASH exceeds 1\3 of the liquid depth, or three years has y/S ? IG.5'� SHIELD BELOW = "" elapsed since the last pumping, the tank and 'the s ti :g leaching pit (if, any) should be pumped. 18 'RgR9 3 , 25' 314" - I q 23. Plumbing in the basement should be limited to a washing q G Ill" a machine (if the design allows for the increased water' ��, WASHED STONE a' flow) when the invert of the building: seder -pipe is 1.2� 5 W/PEA STONE COVER' _ Ihigher �;,,i"•+f`v j otherwisespecificd than thf finished basement floor, unless 3 on this des'g_v, s NG I8.7 8.7 ` �• ��'� X`- \ \ 4 z G 24 '� 45.5, ma`s Fps .I S', , - . - - - 218 `, I, . N10 35 -� o Locus �P -Ta SCALE = b$ o o LEACHING AREA �-` EA DETAIL P� j0,47 �' O rrj� NOT TO SCALE BENCHMARK: _e_(O -, \'� _� i� TOP OF CORNER OF LEGEND Q170y1Ii cve'rrhln InCC11%_A1 0' A&I L= 39.27' _`- .00 n N . Is� rt'. � Est '• �� - — �,• Lei V 0 a a o i Szl 4 o -14 / 11 'b - I�1 Oa O p ro � a _ � � l0 I s8 0oN4�����O���I 0 �all_ Gc � rz pCIS oi n�a� 01 co kk 0 F N. h cn rn In 791 p n ! n cam: � • g-b � I o C tK ® ! 9 T19 @i t � OH ea'► N 0 O 1. tl1At,y N i �1 i 'co K co Co i co, --� CD Cn tCDD o, CD �v �I K�r L OT LINE INFORMATION TAKEN FROM PLAN ENTITLED MILLERS. FARM PREPARED BY OLD 305TON - LAND SURVEYORS CO. NEW 8EDFORD MA, DA TED, AND RF117SEED ON NO VEYRER 16 1992 RECORDED IN BOOK 129 PA GE 89— 702 PARCEL SHOWN HERE ON /S L OCA TED IN ZONING DISTRICT 'SINGLE FAM/L Y RESIDENCE A CER 17FY THAT /7//S LOCUS DOES NOT LIE W THIN THE HAZARD ZONE AS DELINEA TED ON COMMUNITY MAP 2s00 �1 PANEL# ©o iof FINISHED GARAGE FLOOR FINISHED FIR!3T FLOOR TOP OF FOUNDATION' FINISHED BAE-EMENT FLOOR INVERT AT FOUNDATION 221.0 222.7 221.5 213.75 219.38 INVERT INTO SEPTIC TANK 219.15 INVERT OUT OF SEPTIC TANK INVERT INTO D-BOX 218.90 214.40 INVERT OUT OF D-BOX 214.23 INVERT AT INLET OF 214.18 INVERT AT END OF 214.18 ELEVATION OF BOT. OF SYSTEN 213.6 ELEVATION OF G.W.T. 205.6 T,O.F. 221.5 FINISHED GaA& 220.0± 4 --7 777 j12 - F 9.38 rw.% =%__ .O.F. 213.75, EXISTING TOPOGRAPHY, including general topographic aerial survey and roadway contours, obtained from Millers Farm Subdivision plans dated 11/16/92 Nn A.Irf I - ­._ L= 39.27' 00 BENCHMARK: IRON ROD SET AT PROPERTY LINE AT EL. 223.97 Lz 24.1 8', L-- 1o�.47' C: sn 220 150' S= I o I U b I ANLU)S 214.18 V EL., CLAMPS �2. Any modification to this design must be approved an q \218. fication of 14" writing b eer and the local Board Health EE y the eni!fln 90 SEPTIC 1440J prior to implement& lc�f T�r 4. 0 5 7 4. TANK I , I 1 1% - I j, IO.Q1 shown, SEE DETAIL j I , . - 3. Contractor shall verify and check the BENCHMARK as STAINLESS prior to construction of the proposed - SPLASH SHIELD -0; ELI 213.6 on this plan GAS BAFFLE system. 4" SOLID SDR-35 END PLATE SEE SEE . ...... INLET END PLATE . I I DETAIL OR EQUIVALENT 34" OR EQUIVALENT _�DETAIL 4. Deep Test Hole Information indicates soil condition, 4" SCH 40 PVC SOLID PIPE 8 percolation rate, and water table elevation at the time 1 EL 206.6 d at SAND OVERDIG-1; 10.51 and'location of actual testing and should be 'verifie OR APPROVED EQUAL MAXIMUM GROUNDWATER TAULE' .205.6 th� time of constrt,-�tion- EL. G A 5, The contractor'shall notify the local Board of Healt , h if GROUNDWATERor r ERCHED WATER is encountered at: a , PRr-O% A4zT 15L. SEPTIC TANK higher elevation thIn indid&ted On thin design plan. A SYS- TEN PROFILE '­ 6. Notify the, local Board of Health when the � system a NOT TO SCALE ready for INSPECTICN prior to any backfilling. 7 If re)MrT1DMATTnK1 e`�' CONSTRUCTION is re ui-ed b--i an engineer, notify this office prior to any backfilling. • S A ISOF NTITI DESIG.8. The pipe between the house and the septic 'tank shape ` BAICA I0A OK"AY 1`141 4" extra heavy duty cast iron, Schedule 40 pyc", or other_ suitable material pctceptable to the'rapproving authority. BUILDING USAGE: 4 BIDIRK RESIDENCE The slope of this pipe must be a minimum of. 0.01, (0.111 inches per foot). A slope of 1\4" per foot, 3. 9 SIZE OF TANK: 1500 GAL. recommended. 226 % GARBAGE GRINDER: No 9. The, septic tank sy,,311'be 1.50 gallons minimum, unless'" YES otherwise specified ; CLOTHES WASHER: on this 2esign plan, and equipped with INLET AND OUTLET TEES. of proper length ESTIMATED SEWAGE FLOW,: 440 GAL/DAY constructed of concrete, PVC, or cast iron. Septic tank concrete strength is to be 5000 'psi at 28 days PERCOLATION RATE: TP :�02 10 MIN/INCH TP 200 <2 MIN/IINCH conforming to all applicable ASsHTO H-i o loading requirements, unless otherwise specified. DESIGN PERC. RATE: 10 N#AIN/INCH 10. It any components of the proposed system are specified LEACHING AREA: as HEAVY DUTY,,tpose components shall confcrm to all, state and local requirements fotASSHTO H-20'loading, 165 WIDTH X 45.5' LEINGTH= 750.75 S.F. 11. Septic tank, distribution box and leaching Fit (if any), 'ACCESS MANHOLE Coo-ERS are to be built up to within 1211 of the finished grade unless otherwise specilied on this SYSTEM CAPACITY: design plan. 12. Septic tank and dittribution'box shall be placed on 6" 226 750.75 S.F. X 0.60 GAL/SF/DAY= 450,45 GAL/DAY minimum compacted GRAVEL BASE to prevent heaving,. or settling. 13. All Joints must be watertight, sealed, with asphalt cement or other cement suitable for that spec kf _ V Tl 1011 component. DEEP TEST PIT INFE*^RMJA-% 14. If septic tank and leaching facility Are located 25'_, PERFORMED BY: KEN FC)RTIER (minimum) from tl-e building foundation, a foundation' drain may be installed at the owners discretion. \ r WITNESSED BY: SUE GRIFFIN DATE: 3-7-89 1S. Excavate all UNSUITABLE MATMIAL in the area LOT4 4 surrounding the I w*shed stone leaching facility to the, TP 200 EL. 215.0� limits specified'ii*., regulation 15.255 of Title V and 2 - 75$523 S.F. TP 202 EL. 214.4 replace with clekn coarse sand and gravel, � free from 0 12" LOAM fines, clay, organics, stumps, and waste construction 0" 32** LOAM a SUBSOIL materials. 12 26 SUBSOIL • \ 26" 46" SILT 8 CLAY 32" 74" TIGHT SILTY SAND 19. If any leaching area EROSION CONTROL BARRIEF WALLS are shown on this design plan, they shall be constructed`'"" 224 46" 95" TIGHT SILTY SAND 74" 130" LOOSE SILTY SAND watertight, without weepholes or othex pervious Construction, in *ccordance with all applicable local, 95" 157" FINE, SILTY GRAVEL 8 130" 171" SILTY COARSE SAND 8 GRAVEL building departmee.t regulations. Future leaching PERC C 104" F.L. 206.3 STONES PERC 0 130" EL. 203.6 facility enlargeme?,t may require the extension of these barrier walls. GROUNDWATER FOUND AT 113"ElL. 205.6. GROUNDWATER FOUND AT 144" EL. 207.4 oori elevations ADD 3' HANDICAP ADD 3' HANDICAP 17. Top ' of founda�tion,, i basement and first floor may be raised but NOTLOWEREDwithout the coi sent of the engineer. 'n the Basis of Sanitary Design, 18. Unless specified this 222 system- is NOT 8esigned for. the use of a garbage grinder, clothes washing machine, hot tub, or 'other.-' high water usage devices . i 19. Top 8" of fills to be topsoil. components :6r, EQUIpMEN," shall be run over the 20. No HEAVY the leaching area unless those items are specified as HEAVY DUTY. LOT 42 fFROM SEPTIC LOCUS 21. RUBBER TIRE MACH'-iNERY are not to, be driven over e prepared natural soil base or sand/stone bed during TANK 6 SETS OF 3 STANDARD pLL05 1.25* INFILTRATOR UNITS system installati0 1220 W/4" SOLID PIPE 0 224 F r proper perfo: mance, the septic tank should bel -TERMINATING AT "START - INSPECTED annuallf and wh'6nthe solids and ,scrum dep�th of jheli o� thre4- years his 2.5' PLATE W/SPLASH exceeds 1\3 quid depth, a SHIELD BELOW elapsed since thO last pumping, the tarsi, .and �the' 16,5'T leaching pit (if. ai'Y) should be pumped. • 2.5' 23. Plumbing in the basement should be limited to a washing for the incroased wat er 3/4- -11/2- ma 7T_ A. chine (if the design allows the building WASHED STONE zewir Z flow) when I e the: W/PEA STONE COVER finished basement f lo:sr n 1.25-' higher than the otherwise specifiel"• 9n this design plan. ------- BOARD OF HEALTH INSPECTIONIi 27 REQUIRED ";HEN EXCAVATED ' 1 45.5* ThJS 'SyStem Is blot Designed For Granrbcage Grinder, Whirlpoo S S CALE LEACHING AREA DETAIL Or Other High VVatcr Use Dev I MAP N^"r TO ------ ics NOT TO SCALE BENCHMARK: FOUNDATION EL= 220.82 Low MOW N r"LAN TOP OF CORNER OF "'Effi"'TIC S****S""0`M Dro" CONSTRUCTION OF THIS SEPTIC SYST`M�,, 11�11 --e MUST BE COMPLETED WITH THREE (3) jr\ OF EXIS I I G r R 0 0,E) D KENNETH YEARS OF THE DATE OF APPROVAL R, !2, FERREIRA IOO____ No 28716 0 B E R OURY CONTOURS E E 91, L. E",! AT I (J" Nui 9 SPOT ELEVATION LOT I 5_ .4 SEE NOTE #15 fITHOUff BOARD MAP .1 %J CHIANGED, vv PRC)PERTY LINE EXCAVATE ALL UNSUITABLE MATERIAL -���r�`��� HEATH APPROVAL E-P----EDGE OF PAVEMENT E.P. WITHIN 5' HORIZONTALLY OF THE TRENCH OF L MILERS FAR"M ass FROM THE PEA STONE COVER DOWN TO STONE WALL KENINETH 'D LR. K C, t! It EL. 206.6 (7.9' t below exist, grade) -EORJOWN USE ONLY WELL CIVIL NO,35835 EXCAVATION MAY BE REQUIRED TO EXTEND 10 2 0 EXI A VD a -- DEEP TEST HOLE QGIs-, - DEEPER IF UNIFORM UMSUI`TABLE MATERIAL 15 IWA\*0J4NOT ENCOUNTERED AT EL. 206.6.LEAICHING TRENCH IN ALL ARDO M F 4­1 PLI,IJ MBING PIPE _ W J 1997 ALL MEMIONS DONE AFTER JUNE 30,1995 WERE-7 PERFORMED By.. �TFOVit' NIOW Li KzmqNETH R. FERREIRA ENGINEERING, INC. UA I 4�6 pOSTER ST. NEW BEDFDRD, hM 02740 BOARD OF HE' I -e Z"j"ITE GRADINIE3 PLAN,! -6:1 5;08 992-0020 FAX -992-3374 Land Survey Co., Inc. Engineeriog Co., Inc. / Environmental Assoc'. Inc. SCALE: 1" 40' 172 William Street New Bedfon& 'Mass. 02740. -96 6 THE APPROVAL BY THIS OFFICE ENGINEERS AS -BUILT Tel #(508) 997-6494 FAX, #(508) 997 5 DOES NOT GUARANTEE THE PLAN & CER-IFIUMM 2 BENCHMARK NOTE K.E.F. EFFECTIVENESS OF ANY 0 Job Num Down BY: S.M STVI EMENT S.A.S. ALTERATIONS K.E.F. 3/19/9 ber:, SE 6514 Drawing' INSTALLATION 'REQUIFi­,E_E1 DARTMOUTH BOIRD OF HEALTH No. Description By Date 0' Ch'ac Y: K.R.F. Scale: ked B 4 6514.4,4�` K.E.F. Revisions Date: 8-11-97- Deigned •By: lT TW FO! -1 INV 2A (A W I 'N G Aft MUST -A'T:, T_ p tj [�, : , ., .i �, DUR -HE BUJI DI N ROGRESS �o FILE bF, 'TH IS� WORP POT N IDE r _D UTF R E C 0 OOY Of Th. A C �s 7� MtrUctidn D t tin 1998 4,A I 5�3s 1 800 MEcHANICALS & PRIMARY FUEL Furnace (hot air).- Fuel gas (natural or propane), fuel oil, electricity, other (specify) = Boiler (heating)- Fuel gas (natural or propane), fuel oil, electricity, other (specify) = HVAC (combined unit) - Primary fuel, natural gas, propane, electricity, other (specify) Air conditioning - (separate unit) - None of the above to be provided Hot Water Gas Electric Fuel Oil X Other 900 SPRINKLERS - FOR STRUCTURES OVER 7500 SQUARE FEET and certain multifamily residential = Required, —plans provided, =plans not provided, whv? — Not required, not to be installed. Why? 1000 REQUIRED OFFSI'REEI' PAREJ[NG - for ZONING & Architectural Access NOT APPLICABLE Parking Plan submitted To — Building Department — Planning Board Date submitted _ lumber of spaces indoors outside total provided Handicap (paces - required _ ves _no. If yes, how many as a part of the total required number. Is Route 6 (State Road) Entrance permit required? ves = no =. If yes has it been issued yes = no =. Submit copy of application and/or permit as soon as available: 1100 IDENTIFICATION (print or type except as noted) Current owner • name ell address / F 1-7L (411 Yl / fzJS ✓ ,'( ( IJ FC.4 l A I P el, ? '7 -7 phone # (o / & — Y3 If corporation. officer in charge Architect)'Engineer - for overall design Company name Address Phone number Certified by State of Massachusetts as Certification number NOTE Signatures and seals on all plans, affidavits and other documents SHALL BE originals and not reproductions. ArchitecvF-n&eer - project supervision and reports Company name Address Phone number Certified by State of Massachusetts as `- Certification number NOTE Signatures and seals on all plans, affidavits and other documents SHALL BE originals and not # reproductions. General Contractor (if Homeowner, state homeowner here then complete section 1300) , Company name %rt%/►i?'j"/� `� kklt, t f f P /V(,' - J Address 7 h b t� e `-t C vet .iGt J�qo z-7 7' '7 Phone number �/° 2) Co % �769 (_ Construction Supervisors license number / � l 7 NOTE Signatures and seals on all plans, affidavits and other documents SHALL BE originals and not reproductions. 1200 FOR RESIDENTIAL REMODEL WORK ONLY Are you a Home Improvement Contractor subject to (780CMR - 6) ? Yes _ No _ If no go tto next section! Are you claiming exemption from the requirement? Yes No _If yes, submit the requirced affidavit! Ren_odel contractor name (please print) Address Registration number (it none state "none") Phone number PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTEE FUND! QUESTIONS OR COMPLAINTS call or write: Home Improvement Contractors Registration One Ashburton Place - Room 1301 Boston, MA 02108 (617) 727-8598 Owners name (print) k p ,-j 0r Signature��. Date 5 1, the undersigned, am the owner of record or authorized lessee (provide documentation) and I have reviewed the application herein submitted. I state that to the best of my knowledge and belief that the information provided in this application is true and correct -and that the permit requested be issued.' Further i ,understand that the permit will expire in six months, from the date of issue, if no work is begun or six months after the last inspection if work has begun and that the permit may be extended for six months if no work is anticipated if I request such an extension in writing. I understand that the permit may be extended only three times by written request. I understand that once the permit expires a new application may be required, including fees and current other requirements (including Zoning). Name f' !/ -' /1 t t Signature J The abo a signature is my voi ntary act and is signed under the pains and penalties of perjury, aaaJJJ \\\ Date Z - r- NVho is authorized to pickup the permit at the Building Department? (please onnn £" address Phone � 1400 I30MEOWNER E MPTION - ONE &TWO FAMILY ONLY FOR HOME OVVNERS WHO INTEND TO PERFORM AND BE RESPONSIBLE FOR THEIR OWN PROJECT 109.1.1 Licensing of Construction Supervisors: Except for those structures governed by Construction Control in Section 127.0. effective July 1, 1982. no individual shall he engaged in directly supervising persons engaged in construction, reconstruction, alteration. repair, removal or demolition involving the structural elements of buildings or structures.unless he or she is licensed in accordance with the rules and regulations promulgated by the BBRS entitled RL les and Regulations for LiCL sing Construction Supervisors. Exception:.-Anv Home Owner performing work for which a Building Permit is required shall be exempt from the provisions of this section: provides that if a Home Owner engages a persons) for hire to do such work ,that such Home Owner shall act as supervisor. �I For the purposes of this sectioc Daly, a "Home Owner" is defined as follows: Person(s) who owns a parcel of land on which he:she resides or intends to reside, on which there is, or is intended to be, a one or two family dweilirul attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in two -veal- period shall not be considered a Home Owner. If you are applying under this section sign below: i Signature Your signature carries certain responsibilities, including but not necessarily limited to, general liability xzzzsszsszxzszxzzsszssssssszsssxsszzzsss:zzszszsssssszsssszzzzzszszsszsszszzszsssszssssszssss*szzsszsszz NOTICE TO LICENSED CONTRACTORS: The Building Code provides in the Rules and Regulations section that any Licensed (Construction Supervisor, whether or not they have taken the permit are responsible for code compliance. (see 2.15.2 of section 5) zsszs::zsszsrzszxzsszsss:zsmzsszsssssxzzzszsszsszssszsssssszsszsxzzsssz:zzsszsizszssssszsss:sszzzszzzszs 1500 COST Cost of Improvement S Items to be installed but not included in the above cost: Electrical S Plumbing i HVAC Others TOTAL v s, I Alteration of exlsnng,.no Increase In gruaa aaruuac - Demolition describe structure Number of dwelling units Number of bedrooms A separate Refuse Disyoosm Declaration required. - Moving - (Provide copy of D.P.W. moving license) Type of structure from where (plat/lot or address) to where (platflot or address) Number of dwelling units Number of bedrooms per dwelling unit Re -roofing - (for existing only, is included in new construction) Number of square feet Number of layers already existing Number of layers when complete A separate disposal declaration REQUIRED - Replacement doors and windows - (for existing only) (only where doors and windows exist anal will not be enlarged) EGRESS dimensions must be maintained.' Enlarged or new windows in an existing dwellling will he considered as an Alteration, otherwise will be included in new construction. (see Code section 34101.10 for -residential and Article 8 for commercial) Temporary structure -includes when allowed, trailers, tents and the like and only for limited periods of time. Describe 500 CONSTRUCTION PLANS None submitted. Why? Submitted, usually three sets required. Four sets for food serviceluses. Number of sets submiitted K600 SITE PLAN ❑ Not required, why? Submitted When? Previously, date With this application 700 iT111XIIFS Water supply - required yes LIno, public ? yes no; on site well? 4,yes _ tno, existing? _ ves no If required and not existing have necessary permits been issued? 4 no yes, date �Cn�ntr��w/// �f•, (M.G.L. Chapter 40, section 54 provides that no building permit maybe issued unless a water stupp y, en ;rep -A., -Ole required, is available. See Code 780 CMR section 114.1.2) p12e !` Sewage disposal - required yes no, public sewer _ yes _ no private septic on -site _ yes no. Submit copy of permit as soon as available. = Woodstove - used (will require inspection prior to installation), new (provide manufacturers The following section for official use only. instructions). Location(s) (list) INSPECTORS' REVIEW plan reviewed Fireplace(s) - (includes flue) List location(s) Date p `. Game Court -describe (include overall dimensions) 30 days to review period expires OK to issue date Tent, Trailer (Mobile Home) or Other - describe — 300 COMMERCIAL - PROPOSED PROJECT/USE - INCLUDING THREE FAMILY OR MORE AND EXEMPT USES OK to issue subject to requested submittals (see project review worksheet) date = THIS SECTION NOT APPLICABLE = DENIED see project review worksheet date (The following descriptions are based on the Massachusetts State Building Code Article 3, AS NOTED) (See the Code) = Assembly - restaurant, lounge, theater, school, etc. (see Code Section 302.0) Describe _ Business - office, assembly with less than 50 occupants - indicate Medical or other professional (see Code Section 303.0) - Educational - structure for training including child day care for those over 2 years 9 months (see Code Section 304.0) Factory ; Industrial - (see Code Section 305.0) 7 - High Hazard - (see Code Section 306.0) Institutional hospital, nursing home,' infant day care (see Code Section 307.0) = Mercantile - retail stores (see Code 308.0) - Residential - three or more family, hotel (see Code Section 309.0) Storage - includes garages (see Code Section 309.0) = Utility & Miscellaneous Structures - includes tents and agricultural structures (see Code Section 311.0) = New tenant for any of the above, indicate above (see Code Section 119.0 and Zoning By-law section 35) = Tent or Trailer - temporary purpose? Other Describe the proposal briefly, INCLUDE -amber of dwelling units and bedrooms or occupant load as applicable, also eusting condition y 400 TAPE OF CONSTRUCTION OR WORK TO BE PERFORMED e _ new %-Gusuvcnon and/or Addition - total gross square feet (For commercial only total gross cubic feet) - indicate It will be considered new construction if there an increase in square footage in addition to anv aiterationis). If project is an addition to existing structure.- Total gross square feet of existing = FOR COMMERCIAL ONLY Will this project be subject to CONSTRUCTION CONTROL (over 35,000 cu.ft.) Yes No. (If yes see Code section 127.0). Designer to submit Code Synopsis. Will this project require Peer review (over 400,000 cu.ft.) Yes No (see Code Appendix 1) APPLICANT TO PROVIDE HOLD reason date HOLD Subject to Zoning Board of Appeals action Comments Inspectors signature Mate v Applicant informed of above - Date time staff (fax, Inhone, in person) sssssssssssxsss*ssss*s*sssssssssss*ss*sssssss*s*******s**s**s*********s****s***s******ss*�:s*ssssssssssssss Over six months since approved for issue - DEEMED abandoned! Advise appliaar}. Hold 90 days for return then .dispose if not picked up. Inspector Date Advised applicant Date Time staff (by phone, fax or in person) sssssssssssssssssssssssssssss::sssssssss*ssssssssssssssssssssssssssssssssssssssssssssss*��ssssss********* OFFICEXINSPECTORS NOTES TOTAL FEEcP� Gross area - new construction Total Sq. Ft. FP alteration Total Sq. Ft. Permit is issued to Comments/notes on permit 1600 TO THE APPLICANT/R, AND APPROVAL Date of Application submission /I - J - f Plat Lov'Street Aquifer Zone Owner Owner mail address I&. Owner phone # sY##Y###siY#YY#YiYY#YY#i#Y##i########YY#Yi###«##Ys#Y#Y#Y##Y OTHER LWOLVED AGENCIES - The following agencies require separate jurisdictional permits or approval for your proposed project. CONTACT THEM FOR REOUMED SUBMU IONS- Iff TAX COLLECTOR � Approved ^ HOLD By Date ❑ Board of Appeals r Approved By Commission ❑ Approved By Date Date ❑c9Conservation D.P.W. Water _; Approved By ❑ D.P.W. Sewer = Approved By Date ❑ D.P.W. Cross Connection a Approved By Date ❑ Treasurer (Bond) ❑ Approved By Date ❑ D.P.W. Engineering �_7 Approved By Date 130rd of Health (well) 1 Approved By C13 Date oard of Health (septic) .= Approved By Date ❑ Board of Health (food service) = Approved By Date ❑ Planning Board (parking) _ Approved By Date 9 FIRE DISTRICT (I - I - IIr) Approved By ssssssssssassssssssssssssssssss ssss ssssssssssssssssssssssssss:ssssssssssssssssssssssssssate s:sssss:sssss BUILDING DEPARTMENT APPROVAL: ❑ ZONING _ F�1. l �— - ❑ BUILDING INSPECTORBUILDING COMMISSIONER n CONTROL CONSTRUCTION AFFIDAVIT PROJECT SUMMARY: new constructions alteration/demo sewage disposal - public/private . [Alter;add interior walls] [add rooms] [add footprint] water supply - public/private well [pool] [garage/shed/deck] [game court] [food service] Describe iiY#*#Ys#*ii*#Y####YY«Y##Y#Y#########Y###ins#si#YYiYi#ssss#YY#YYY**YY###SYY#ii# To the various departments: This notice has been forwarded to you for your information and any appropriate action. Should you have any questions please advise. If any reason to withhold the requested permit is found, please advise. Your assistance and cooperation is appreciated. The Building Department - Date sent for review ^� By QJ 7,�2 t TOWN OF DARTMOUTH - :BUILDING DPARNT `TELEPHONE 508-999-0720 FAX: 508 " 99-4'738: APPLICATION FOR ZONING AND BUILDING PERAUT Iashnedon9 ' The applicant shall complete this application to the best of their ability prior to submission, leaving no item unanswered. l ite Department staff will be available during regular business hours to assist as necessary. N/A should be inserted for those sec!ifons which do not apply. A properly completed application will help avoid unnecessary delays. Nast F11mg Lee in not t - (for office me only) Total Cost Less Application Fee Total Permit Fee --$------ Z 100 LOCATION OF PROJECT Received By Permit # ❑ FOUNDATION C)NLY Date Ree'd Lssaed Date 4/� `% TOTAL LAND AREA SQUARE FEET CURRENT ACCESSORS' PLAT LOT ZONING DISTRICT OTHER ZONING OVaU AY DISTRICTS , if applicable NUMBER & STREET NEAREST CROSS STREET SUBDIVISION NAME & LOT # or BUSINESS NAME PREVIOUS TENANT / OWNER 200 RESIDENTIAL - PROPOSED PROJECT - one & two family residence only ' i - THIS SECTION NOT APPLICABLE Single family - number bedrooms number baths , Two family - number bedrooms unit 1 number baths unit 1 -- number bedrooms unit 2 _ number baths unit 2 ' Accessory apartment Total gross sq. ft. ; = Accessory structure: Garage - detached - attached to dwelling, dimensions L W Carport - detached - attached to dwelling, dimensions L W Shed - dimensions L W Deck - dimensions L /Q W = Gazebo - dimensions L W = Swimming pool above ground in -ground Size Chimney - number of flues ��� Z