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ZONING REVIEW PLANSOIL —DATA LEGEND DATE-i-8-9�1 PERFORMED BY. L_p.TTE WITNESSED BY% W UWOEeZC-ORl o P- T 144Di .• T P- lob o A3o WIT- b4 - too - FX15TING CONTOUR S .a — -�� PROPOSED cONTouR 2i. Ib$.la qg MID, -MID, 14D,G PIPE INVERT ELEVATION 51e 6LK 13q.{'j 2 SLAT 138,2 1�2`I.D TEST PT Lo 61LL 0 SEPTIC TANK E�pgO S1 T, ❑ DISTRIBTIP.ON BOX G W — PROPOSED WATER SERVICE LINE TO G S"Cow1E GROUNDWATER �- OBSERVEDELEVATION TABLE VATION ��//�� Dl122 RESERVE AREA vo 13b fq 1322 Gc¢ce ct" R wett2 W10 wU1e: d8 ,Pa: „N iQ i FnGCo2 CBSDZ WNA7i WAjgQ@103 W4[EQeIPn b0' T 1 TOP v[W 5- T CIA OUTLET JifF d4 LROSt SECT. VIEW DISTRIBUTION BOX I END VIEW PLOT PLAN SLALE 1"=� I T y v TR + L T V A T \ 4 F I9b v. Lo7 icev vy1,oz x� 13T A - IT IA N Lb _ r I49 ! \ V — b x' IDS ev'L 4a. 9 \ 4S v PLAN VEW ° Tall, om T GROSS SECTION VIEW SEPTIC TANK NOT TOSDOLE _. pe rAI f. LOkJY"% l(O FWCNI -N •-epe I = _O FINISH GRADE `IE V. TfY�-D �13b / E-- i3A� TPF 1q O N `L41 s \ 4S \ ` x o\ Or ^ �144 LyJAIL �1 1 NO 1k� , OVE GRADE OVE° R TANK 14�-(q Y\ T4b DWELL64r TOP GF =- uATI \ EL 6o oo- 7, Tl 4 15W GALLON 6 9 1 5 20 IH ErmFORCED CONCRETE �I sent 74NK /SO. S LOT INFORMATION - Subdivision Name: V I TELA F4QM FiWX&TC � Date: A - 9 .4o Lot: 12 Owner: V\4A14 t\onEZ Assessors Plat: BAD Lot p: T -IZ Zoning District: yQ_ Aqui£ea District: Other Overlay Districts: 61ta FIRM Zone: C Special Permits Or Variances: a of lot coverage: 3 �o JV' g� e Loeu2 Map DESIGN DATA DESIGN °-RC RATE• 1IN TfM DESIGN FLOW 3 BEDROOMS X 110 GPD/BDM = D5J0 GPD REQUIRED 5Y5TEM DESIGN USE \V TUFTED CONTACTOR MODEL # Twj ALL UNITS WITH $ OF CRUSHED STONE Zi'- STEWALL. Al QI LONG x 0§11To DEEP x 25IDE5 x G/5F - (A-I.q BED ZK BOTTOM, Al LONG x &10 WIDE x .31 G/5F = Qgy2 GPD Q/6. ENDS - WIDE x - DEEP x 2 ENDS x - G/SF = _ GPD LQSgT 3(oD.Aj GPD PROVIDED 14Z 15 ARROWS STAMPED ON UNITS MUST POINT TOWARD D-BOX. FINISH GRADE STARTLED NIT CUPONAL UNITS :: 4' SCREENED 'i E4' - 'SELECT' BACKFILL. 1' BROKEN 3' MINIMUM STONE OR SCREENED GRAVEL 0 n 0 9 P —f 1 f ; T _. u h CULTEC CONTACTOR CHAMBER. 5Y5TEM5 MODEL 75 1 µ f 125 61 EN9tl6 L 05' @5 90 90" 36 52 R �1 1 205 305_.. h 6' 11.5 4 L AP OU lg k, j 75 12 O I 'ALLOWONG WITH 3' OF STON- COVER OVER LYIAM SS GENERAL 1> THIS SYSTEM SHALLENLEACHING OTEASA IS FULLY EXCAVATED AND WHEN ALL COMPONENTS ARE IN PLACE WHEN THE SYSTEM IX READY FOR INSPECTION, THE CONTRACTOR SHALL NOTIFY THE LOCAL BOARD Of HEALTH, 2) WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT. DUST AN) EWES. 3) ALL ELEVATIONS ARE B45ED ON Nn�1, ELEVATION DATUM. 4) HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE OF THE SEWAGE DISPOSAL SYSTEM DURING THE COURSE OF GODSTRUOTION OF THE SYSTEMS. 5) AO FIELD MODIFICATIONS TO THE SEWAGE DISPOSAL SYSTEM SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE LOCAL BOARD OF HEALTH. G) UNLE55 OTHERWISE NOTED ALL SYSTEM COMPONENTS SHALL BE N5TALLED IN ACCORDANCE WITH TITLE J OF THE STATE ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL REGULATIONS. D SEPTIS TANK. DISTRIBUTION BOX, ETC- SHALL BE MANUFACTURED ED A, ROTONDO U SONS OR APPROVED EQUAL. S) GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAW ALL CONCRETE STRUCTURES IN ORDER TO PROVIDE A WATERTIGHT SEAL. 9) ALL SHIPLAP JOINTS IN THE SEPTIC TANK SHALL BE SEALED WITH NEOPRENE GASKETS OR A5PHAFT CEMENT. 10) EXCAVATE ALL UNSUITABLE MATERIAL IN LEAGMNG AREA AND BACKF71 WITH CLEAN GRAVEL AND COARSE SAND, 11) THIS SYSTEM 15 NOT DESIGNED FOR A GARBAGE DISPOSAL UNIT �,. y_ —.. I I I 2' DF /6' P.ASTONE — (l — wa N 144.3D DISTRIBUTION 144.1'5 lA3.D� —V" of a/a 1 vZ E 4 - 1 1 BOX 1 - 2Fu5nEO 51oNE SEE NOTE #11 <SEE NOTE NOV (- - - 13/Y.(p LIMIT OE EXGAVATION ALL AROUND --LE JEL STABLE BASE - - - - - -- - - - - GWT' SYSTEM PROFILE �:'oN100 NOT TO SLALE DARTMOUTH BUILDING DEPT ZONING REVIEW TO:a ILELNEER �CFOPLANNING DEPARTMENT NS: -. NOTEBOOK moll"WRD OF HEALTH n �IIJN CONSERugTION COMMISSION S PIS 10 � PW LO xxar.<xa>xaaxax: x .a= ✓o2�STREET NAME f, OWNER'S NAME SUBDIVISION & LOT#ZA CONTACT PERSON 4,, )/;, — TELEPHONEa /ugly F 4 DESIGN PROFESSIONAL AGENCY Vj:IS PLAN WAS PREPARED By A SANITARIAN LAND SURVEYOR PROFESSIONAL ENGINEER —(INDICATE CIVIL, STRUCTURAL OR ARCHITECTURAL _ OTHER CHECK APPROPRUTE g OWERE PR CftneS OUT INAPPROPRIATE U 5{{F.R Zoning District SR6 �---- �'v -`+5 After renew of the site plan for the above noted location I rind the following; 1. wmg: Date. of Lot Creation/a 1 Zoning District a Vacant Lot X yes _ no v appropriate X Yes _ No 1. Street Existing, _Public _ Private, _ Ancient Way paper" has it been Bonded _ yes _ no Street complies X yes No 3. Frontage y9Z Complies —yes — an Lot.Area izs3ti Percentage of Lot Coven a e/o complies X yes no g %maximum allowed. See-i/-g- 4. Current required setbacks for this site are "Grandluthered"setbacks (are) (aee-moot '.I Front ?a other sides. (Q sides and 3a rear, per 1 )allowed, (or vacant lot only, a existing�front, P Zoning For Main Use. Exempt setbacks s `ono Exempt setbacks will exist due to "Grandfather" Rights _ yes _X no S Off -Street Parking complies Y yes —no Driveway Complies Nzves —no 6. Cellar Slab elevations _ N/Ayrequired Height of foundation from bottom of footing to tom plies ayes _ no from _ to _ P of wall rent Varies (over? i. Accessory Strucmre(si indicated _ yes �f no. Setbacks comply S. Aquifer Zone 9L—] C Maximum impervious cover'—� lbw arm. 9. F.I.R.M. Zone —0� elev= Panel # 25005100 Li date Comment 1- 10. Other Overlay District Comment --- 11. Zoning Roartl of Appeals action not required _ is required for the Xas granretl - Case # for _ Variance _ Special permit 12. Certified "As Built" REQUIRED including top of foundation elevation in actual elevation numbers. not assumed, 13. Submit further information 1' So yes. If yes. refer to item(s) # 14. Project will require fm'ther review when oew, revised or requested information s submitted to any aggencp, 15. This Zoning review does not indicate compliance with any other .Agency, including, but no: limited to the Massachusetts State Building Cade, 16 Building Department Permibsi required yy yes _ no IZ 0Nt Submitted by, David J.Silveira Building Commissioner 3 _ Zoning Enforcement Officer Date —S 5 DATE: JULY 8.1993 PERFORMED BY: .LPN YUI Lh WITNESSED BY: WENDY HPnMtrcwN O^ TP-145 144s •.p" TP- 148 1430 TP-314 144.0 D^ TP-SE 1M14.0 FOREST DECAY FOREST DECAY 22 ANDSUBSOIL 142.6 28' AND SUB5014 140.E 22" SANDY LOAM 1425 CLAY, SILT CLAY, SILT SILT LOAM 56^ 139.8 68' 138.2 60" 139G 56" 139,6 4LTSAND SILTGAND AND STONE AND STONE LOAMY SAND # EARTH BACKFFILL 1 a o 6' 6' 35 f 3.5 TYPICAL OF ALL 120" 134.5 120' 132.2 1 120" 1343 TYPICAL LEACHING FIELD CROSS SECTION PERC® 55' PERCO >I" WATER O 72" WITNESSED BY SUSAN GRIFFIN RATE: 1" In 10 min. RATE: 1" iR 6 min. SON 12" FACTOR VARIGATED MOTTLES 46"-72" NOT TO SCALE WATER ® 103' WATER 0 106" - BO" WATER 0 108- (ELEV: 135.3) DATE: OCTOBER 1. 1996 T PERFORMED BY GOES BENCHMARK: RIM EXISTING DRAIN MANHOLE LOT I I ELEV.=148.1 N 1855 VICINITY MAP fr' Ts. ..� FOP 3, 5 DIA INLETS � ® a PRDAGS \ ��� V/ B6 Rfp END VIEW l , °W;4tAG° II 0.4`1 5, 5" DIA. OUTLETS EXCAVATION, CROSS SECTION VIEW =Ng14 {e1 PRoi DISTRIBUTION BOX v z 12" MIN. EARTH 12" BACKFILL 2" DEPTH OF 1/8' - 2" 1/2" WASHED PEASTONE 10" DEPTH OF 3/4" TO 10"1-1/2" WASHED CRUSHED STONE 061" Bet NOT TO SCALE i 17I_rlTZ CROSS SECTION VIEW SEPTIC TANK NOT TO SCALE 3.5'6ie. PLOT PLAN weN""1: SCALE: 1" = 30' _FINISH GRADE II / ELEV. = 148,5 DWELLING TOP OF FOUNDATION ELEV = 150.00 1500 GALLON 145.50 REINFORCED CONCRETE SEPTIC TANK US BOX —FORT STABLE BASE AKED IN LEGEND 100 EXISTING C(NTCOUR PROPOSED CONTOUR J PPIPE INVERT ELEVATION low TEST PIT SEPTIC TANK El DISTRIBUTION WOO W PROPOSED WATER SERVICE OBSERVED GROUNDWATER TABLE ELEVATI©N RESERVE AREA WET#11 4 WET# 10 SET#9 � Al2 1 51,293TSQ. FT.kTLIMIT of 1.18 ACRES ;Z 30'.NO WET#8 / ACTIVITY ZON r S 580346 IW/ WET#6 I 377 40 LIMIT OF BORDERING VEGETATED WETLANDS (BY DARTMOUTH CONSERVATION COMMISSION) TN LOT 13 wET#s TOVdNOF®AR�MOU Z. MAGI R jIE`NEO pull WET#4 ivie'1?ORZ ®lgeview_� B9 WET#3 .N �FINISH GRADE EL.- 1 60)' Lt sro.e 139.9 LIMIT OF EXCAVATION---�� SEASONAL HIGH GROUNDWATER ELEV= 13E�,0 SYSTEM PROFILE DESIGN DATA DESIGN PERC RATE: I" IN 10-MIN. DESIGN FLOW: 4 BEDROOMS X 110 GPD/SDM = 440 GOB REQUIRED SYSTEM DESIGN: USE 25' X 30' LEACHING BED. BOTTOM: 25' LONG X 30' WIDE X0,60C/SF = 450 DUE PROVIDED ZONING REQUIREMENTS (MINIMUM) AREA 80,000SF FRONT YARD SETBACK 50 FT SIDE YARD SETBACK 20 FT REAR YARD SETBACK 20 FT GENERAL NOTES 1) THIS SYSTEM SHALL BE INSPECTED WHEN LEACHING AREA IS FULLY EXCAVATED AND WHEN ALL COMPONENTS ARE IN PLACE. WHEN THE SYSTEM IS REARY FOR INSPECTION. THE CONTRACTOR SHALL NOTIFY THE LOCAL BOARD OF HEALTH. 2) WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINE. 3) ALL ELEVATIONS ARE BASED ON ELEVATION DATUM. 4) HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS _ OF THE SEWAGE DISPOSAL SYSTEM DURING THE COURSE OF CONSTRUCTION. 5) NO FIELD MODIFICATIONS TO THE SEWAGE DISPOSAL SYSTEM SHALL BE OADE WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE LOCAL BOARD OF HEALTH. 6) UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH TIRE V OF THE STATE ENVIRONMENTAL CODE AND ANY APPIUCABLE LOCAL REGULATIONS. )) SEPTC TANK, DISTRIBUTION BOX. ETC. .SHALL BE MANUFACTURED BY A. ROTONDO & SONS OR APPROVED EQUAL. 8) GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE RFS E-GRBER'TO PRBVIDL`A WATERTGNT$fiAL — 9) ALL SHIPLAP JOINTS IN THE SEPTIC TANK SHALL BE SEALED WITH NEOPRENE GASKETS OR ASPHALT CEMENT. 10) EXCAVATE ALL UNSUITABLE MATERIAL IN LEACHING AREA AND SACKFULWITHCLEAN GRAVEL AND COARSE SAND. 11) THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL UNIT. BOARD OF HEALTH STAMPS BOARD OF HEALTH STAMPS R.E. STAM SUBSURFACE SEWAGE DISPOSAL SYSTEM OF M45;,gOL 3EtyNH STEVEN BIo�05 WNER: Fernando daSilva CIVIL c SSESSORS MAP & LOT:Map 6� Lot 1-12 9. �o Fo18TER / STREET LOCATION Melnic Lane Deerfi4lld Forms I / ENGINEERING FIRM: �BD1 PL. STAM SITEC m , GMI ono E11Iranm W En9ln e.Mg 1pr�993-21 ] 55 11a UW n""1mg DATE: October 7, 1996 CONTACT PERSON: Daniel Aauiiar °x SOIL DATA LEGEND DESIGN DATA DATE JULY 01993 PERFORMED: BY LEN POTTER WITNESSED BY. WENDY HINDERS ON / EXISTING CONTOWR DESIGN PERC RATE T" IN 10 MIN " _ 0... TP— fay '1445 O" TP— 145 1430; TP 314 ,TIP SE % -� 3 ' ( } \�—'>e�v^--^-- PROPOSED CONIPOUR DESIGN FLOGO 4 BEDROOMS X 110 GPO/BDM 440 GPD REQUIRED 'R FOREST DECAY FOUS_T DECAY 1a0.0 0' . t440 + [, / 12" MIN EARTH AND 'I' EARTH BACKFLL \\ : Tf SYSTEM DESIGN, USE 25' X 30 LEACHING BED r CLAY, sw cuY.USILT L �, SANDY LOAN ,425 t/ #\V{ \\ VA \ q2° BAOKFILL PPIPE INVERT ELEVATION T2° 1440 2@ 1406' / [[ } ` V 1 'k , i 1 t \\ , TEST PIT BOTTOM. 25' LONG X 3.0' WIDE X 0.6CG/SF 4E30 GPD PRONDEb ti o a o°:.o o¢° o °. 2 `DEP OFF 1 8"'. ' SILT LOAM as o a a'o . , 0 OF e a Off'. . e % 1/2" WASHED PEASTONE SEPTIC TANK 50' T39.0 58 138.2 ° a ° °' 2" o ° a b0" 1390 SO 139.fi °.od °° d d °� d e „�° 4 ° °d °� A ° a 10 DEPTH OF 3 4" TO t ' ,d d d d tl El DISTRIBUTION BOX 101-1/2° WASHED —.-w._ SI¢sArvp sR SAND °tl ° d v CRUSHED STONE PROPOSED WAMR SERVICE LINE AND 9TON6 AND SNNE OBSERVED GROUFNDWATER TABLE ENEMA LION LOAMY'SAND 3.5' 6' s' 3.5' �. RESERVE AREA TYPICAL OF ALL 120" 1345 120132.2 120"- 134.3 TYPICAL ..LEACHING FIELD CROSS SECTION . ZONING REQUIREMENTS �r iNlrA�t rMij 1 PER00 55' PERC® 71' WATER 0 72- µ{tgE55ED BT BDSAN GRItTM 1 RATE V 1n 10 min RATE: V In B min GI Nr FACTOR .YARICATED MOTTLES 48--72' WATER O ID3". WATER 0ID6- 60' WATER 01OW (ELEV. 1353) N07 TO. SCALE AREA Bp{OOOSF DATE OCTOBER 1, 1996 FRONT YARD SETBACK50 FT PERFORMED BY $NBC SIDE YARD SETBACK 20 FT REAR YARD SETBACK 20 LFT " GENERAL NOTES m FALgWx 1) THIS SYSTEM SHALL BE INSPECTED WHEN LEACHING AREA IS FULLY EXCAVATED BENCHMARK AND WHEN ALL COMPONENTS ARE IN PLACE. WHEN THE SYSTEM 1S READY FOR TNSPECTIG mw THE CONTRACTOR SHALL NOTIFY THE LOCAL BOARD OF. HEALTH. '� e"'" RIM EXISTING. , .':DRAIN MANHOLE LOT 11 i<. ' 2) WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT DUST. AND FINES >y LOCUS ELEV.=148.1 F 3) ALL ELEVATIONS ARE BASED ON ELEVATION DATUM: / i > 4) HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS WET#11 OF THE SEWAGE DISPOSAL SYSTEM DURING THE COURSE OF CONSTRUCTION T �?� e / ? '�' �N ^/� • q� � L, 5) NO FIELQ MODIFICATIONS TO THE SEWAGE DISPOSAL SYSTEM SHALL BE MADE WITHOUT / 1 309� J E / / / PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE LOCAL BOARD OF A£ALTH i ' f, r/ ° i i i ' h! �4'S9 35" E eai '1 344 397 y4TAKED IN / = f i� f _ -- 1 t,Q 8) UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS SHALL BE JNSTALLEL" IN 1 1 / / / "O- *I t/ /PLACE / . r ACCORDANCE WITH TIME V OF THE STATE ENVIRONMENTAL CODE AND ANN wET#7D APPLICABLE LOCAL REGULATIONS. I1RA VICINITY MAP /� / / / j. f� HAYBALE/BARRIER ' 1 SEPTIC TANK, DISTRIBUTION BOX, ETC. SHALL BE MANUFACTURED BY A RP ONDQ &SONS �9 �� ! ! /� % /� % OR'APPROMED EQUAL % / WET#9 : , / /� s• / I / �., 8) GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE �-� -` ° \/, / STRUCTURES, IN ORDER TO PROVIDE A WATERTIGHT SEAL 3, S.OIA, I�LETs TOP VIEW. 4A. I / /� Y, a✓ r 'I 1 / X ! S Bp D / / / 9) ALL SHIPLAP JOINTS IN THE SEPTIC TANK SHALL BE SEALED WITH NEOPRENE GASKETS END VIEW / A R // / /.. 0- // )` LOT/ TLIMIT OF cS OR ASPHALT: CEMENT OGgT WC 51.293 SQ. PT,'�� GO co* 10) EXCAVATE ALL UNSUITABLE MATERIAL IN LEACHING AREA AND 6ACKFILL WITH CLEAN 5,. 5" DIA OUTLETS // ( REWI�D�/ ep / �y tl ; 1.181 ACRES;If III, ' 30 NO WET#a o GRAVEL AND COARSE SAND , ZACTIVITY ZON m 11) THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL UNIT : CROSS SECTION VIEW nrB1A � I O)/ / /If R " L i WET#7 DISTRIBUTION BOX - / BOARD OF HEALTH STAMPS r� NOT TO SCALE LEVATIONS MUST NOT BE _ ; wET#s CiIANGED WITHOUT BOARD This SYstem is Not;Desig v s sao3'4snw , / OF HEALTH APPROVAL For Garbage Grinder, Whit .S�IfIf /R I// /37740'If/ - Or Other High Wster Use Df /1 / ENGINEERS A"UILT BOARD OF HEALTH INSPECTION 1 A / / LIMIT OF BORDERING PLAN & CERTIFICATION <.RFgUIRED WHEN DMINATED VEGETATED BETLANDS STATEMENTREQUIRED I I (BY DARTMOUTH CONSERVATION ti coMMlssloN) OF HEALTH STAMPS �. LOT 13 wEr#s MI@ PLOT PLAN ='`WET#4 31996 111E WiR0VAt BYMIb ORAi 8-Ho ockouts DOESNOT CDARAN1n INE "uflel - SCALE. '1' 30' CFFECHNENESS OF ANY FINISH GRADE �' TOWN FDA UTH RETALIATION CONSTROCEIOMOFTHI BOARD OF HEALTH DARTMOUTH BOARD OF HEALTH MAST BE COMPLETED TPLAN MEW : ELEV.1485 WET#3 YEAR$OF THE DATE 2Ddm co.;, nroT DWELLING t siAMP SUBSURFACE $EWAG"E p/$ppAl $Y9`'3 taPar 1�—too 4. FINISH GRACE : FL.- 146,0. 1 �AN'OF M+S F TOR OF �E s F d S �— FOUNDATION x sTBrI INNER' -- 1osA ' I ELEV.=15000 5. ( T'LIVIL ernon a da I va 9fGIs9 PoalSSESSORS MAP :& LOT:Mcp 60 LOt 1 I 1500 GALLON 9O Fss_DN TREET LOCATION Meln is Lane Deerfield Farms I. 4 6 145 50 REINFORCED CONCRETE 144 8] SEP➢C YANK 144 5 " 145.30 `S ENGINEERING FIRM- DISTRIBUTION ,- ° �/..;,/2.w�m e_. .._