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Zoning Review 1/19/99WOODCOCK RD EXISTING 57 BARN , 99. _3' ,� t v - TO BE RAZED 165.77' \ re t �S s, o ; _ s �1 t!r, 1QQ GOpR��"� P �I,y ! ' � ` � � F, Q i ' .:'; / �� � . -_, r EXISTING- ! 0A ,. t /J , BUILDING 0 p LOCUS RAZED BLADES C R_10 , ', I -_..•_ Off' 4111 CP LOCUS MAP SCALE: N.T.S. w f w • r o� Z? w` LOT r 1 BORDERING /07 DESIGN DATA -Pico Q� o�VEGETATED y s� 10 286 F. WETLANDS ®. ' ° a� 2.3 A RES ^ DESIGN PERC: 5min./in. Class 1 SOILS !fWOOD STNTS ( DESIGN FLOW: 4BR. x 110 GPD/BR = 440GPD � PROPpSE� CL %;FIR -2 .01 �. .` ever FETT (2) t x V or MIN DESIGN OFF 600 Sq. Ft. �, w, •rPIrs E ,I FlL1tJt FABr"C FM F LEACH AREA: 24 x25 LEACH FIELD 15 ♦ . CALCULATIONS: 24'x25'xO.74gpd/s.f.=444.Ogpd r q) C dlr, NO / Turp�,W�1, 11 rno nd, � m !� ter. �-_--_-==- _ -�--" _ ,. �I � (.�.tl � Ln...l I I•- ' 0 ■ i1 C9 PERCENT OF LOT COVERAGE MAXIMUM LOT COVERAGE = 50,143 S.F. _ - ,'�/�prOAos o -i I I I �,��1 �.!-t•f HOUSE -- 2,412 S.F. / N ' TOTAL = 2,412 S.F. � 29.E rev. Aropoc �� ' d a O� t I1Tf1� - I I ; - i h PERCENT OF LOT COVERED DWerr d 4 8 •T1a " (� 1� 'n9' T ed ® � � I".....� I r FlLTr?? FJ1F^'. t�. 2.4% < 50% O.K. y1 I EJCTETd7 6• e ' FO�nd °JD of � � " " ation BM To f 9- 3g 5 ftg� P oesTrc (� A !�_ N A 5 0 i�ortes Stk Elev. 1 �' F11= To " THE SITE IS PRIMARILY IN ZONE C AND ZO E Q PROPE a rt TAT.I 10 27.86 PER F.E.M.A. FLOOD INSURANCE MAP, COMMUNITY -PANEL #250051 0021 D; MAP REVISED: JULY 3,1985. r ° ,. ��-2. �HAYBALE & SILTATION COUi('_;L BARRIER °� 4 7P - -- r, ��o 7`' '' ,�. 1. z - � _ �ctes a .cn r rom ubdr•�rl�.�on .sr r / f� � _ ,l__ { �, ,r•: per,-"-- -- � 1 � S t �, t� / ;:_F; _-t, , ,4, r, NOTE: Driveway is �o be constructed a part of the 99�' _. 2� _- 5'overd; �� ;-r , 5 �b�iv,sio^ ��� ro proposed roadway, , �, / '� / S p p y the turnaround locci d in the location 6•, �� ti �/ °r,� o of the proposed garage shall be instalid as shown. 1. The total area of the Riparian Zcr is 89,780 Sq. Ft. a 1 ,.._ �• &� o / 2. The total area of work within the iparian Zone is 11,792 Sq. Ft. 2 o / ��, \ of the Subdivision Construction. C� "? \ J 3. 11,792Sq. Ft./89,780 Sq. Ft. =13 House, Septic & Grading C� / - f th R' Z is 89 780 S Ft 0„ ELEV. 27 W„ (Ap) SANDY LOAM 9 (B) SANDY LOAM 2 4 ,, (Cl )COARSE LOAMY SAND 65 --- --- 72" (C2 )MEDIUM - SAND PERCOLATION RATES: 3min./in. PERCOLATION RATES: 3min./in. MANGANESE STAINS @36" EL= 24.1 MANfiANESE ' STAINS ©34" EL= 24.1 �?r.. PERCOLATION , TEST TAKEN: 07/31 /97 CORREkA'f-ENGINEERING INC. S01_ EVALUATOR: RICHARD C. ALVES JR INSPECTOR: SUE GRIFFIN GENERAL NOTES: 1. All work must be in accordance with the Massachusetts 'Department of Environmental Protection Regulations 310 CMR 11.00 & 15.00 (Title V) and any local Board of Health Modifications. 2. No modifications shall be made to this system without prior written approval by the engineer and the local Board of Health. 3. Engineer and the Board of Health must inspect the completed 'system prior to backfilling. 4. Elevations shown on plan are based on an N.G.V.D. datum. 5. Heavy equipment shall not be run over the disposal system. 6. All unsuitable soil is to be excavated from the Leaching Area as 'shown on plan, and backfilled with clean gravel or coarse sand as specified in 310 CMR 15.255(2). 7. Washed crushed stone shall be free of iron, fines and dust. 8. Septic tank, distribution box, etc. shall be manufactured by Rotondo & Sons Inc. or approved equal, and installed per manufacturer's specifications. Grout shall be used to provide a water tight seal at all joints where pipe enters or leaves a concrete structure. 9. Outlet distribution lines shall be level for a minimum of the first two feet of their length as specified in 310 CMR 15.232(3). 10. A Board of Health certificate of Compliance as required by 310 CMR 15.021 must be obtained by contractor upon completion of work. he ccpped at outlets. for c� i arid, _ 4" P.V.C. PIPE SCHL. 40 (TIGHT JOINTS) O U SEPTIC TANK 56 '56 EXISTING CONTOURS =r=j� DISTRIBUTION BOX PROPOSED CONTOURS 561.v, ® RESERVE LEACH AREA ,n 1 ,, 14 3- D TEST PIT W WATER LINE WATER TABLE TEST OWELL B.M. V*- BENCH MARK L -- --� 1. The total area o e �panan or , q 2. The total area of work within the iparian Zone is 8,250 Sq: Ft. ,2 of the house and septic system con st ction. BOARD OF HEALTH STAMPS ELEVa��TION MUST NOT E 1 - 6 -f 9 s . Note: The total area of work within to Riparian Zone of both CIIAN E WITHOUT BOARD Subdivision and site construction is 2cb42 Sq. Ft. This System Is Not Designed � _ OF HEALTH APPROVAL For Garbage Grinder Whirlpool 20,042Sq. Ft./89,780 Sq. Ft. = 22.3 g 12 MIN. BOARD OF HEALTH e-,�, c 1-< F=- I L_ L_.._ o 0 0 0 0 0 0 o Or Other Nigh Water Use Devices. INSPECTION 84 8, 2 o 0 o 0 0 0 0 0 0WASHED CRUSHED STONE - REQUIRED WHEN EXCAVATED „ v v � �._u_ U_u v u 12 \t 6+0000 00©OOWASHED C .UfHED SZT(5NE 000 %4� t 1 2 O O O O �O O O O O 3, 6, 6' 6' 3' I TOP OF FOUNDATION 24' A. •a Top of Basement Floor El. 26.1 E_J A • d d. 24.1 ELEV.= 33.50 PLAN SC 1"=30' 31.2 30.3 TYPICAL LEACHING FIELD X-SECTION _ Not To 5cde _. 30.1 1 /4 1 /2" WASHED STONE 29.10 COMPACTED LEVEL STABLE BASE A SG DISOSAL SYSTEM TYPICAL PROFILEEWAP' not to scab NOTE: has been made to avoid mistakes, the maker cannot guarantee against human error, the contractor must verify all dimensions and details prior to any construction. While every attempt ._.. ___C,:,.x., ..a,.!! ko ►,.,,��„r,t to tnp nttPntion of CORREIA'S ENGINEERING• INC. prior to construction Dr excavation. LIMIT OF EXCAVATION 24.1 TOWN OF DARTMOUTH ZONING REVIEWED Any Chn.nnes fAust Be Resubmitted SEE RE1%T1 91999 "t - of ReviewBV 26.4 9" 25.1 24„ 23.6 42„ 21.7 64" 21.1 17 1 120" BOARD OF HEALTH STAMPS CONSTRUCTION OF THIS SEPTIC SYSTEM MUST RE COMPLETED WITH THREE 3) YEARS OF THE DATE OF APPROVAL MAR I 1998 THE APPROIiAL BY THIS OFFICE DOES NOT GUARAP:TEETHE ENGINEERS AS -BUILT EFFECTIVENESS OF ANY PLAN & CERTIFICATION 3Y: INSTALLATION ' TOWN OF D R ► OUTH DARTMOUTH BOARD OF HEALTH STATEMENT REQUIRED I,.. BOARD OF HEALTH P•E. STAMP SUBSURFACE SEA"RAGE DISPOSAL SYSTEM OWNER: MIKE LOPES PLAT 28 SUBDIVISION LOT 1 No Z7,723 STREET LOCATION: SLADES CORNER RD., DARTMOUTH �� `%Ina• C ,� - Correia's Engineering Inc. LANDsvRv�lNc P.L.S.} STAMP 8 Grinnell Street . South Dartmouth, MA. CIVIL BNGIN.C£Rth'G ` + S 02748-28f4 i7BD1VISI0NS Telephone (508) 996-6052 SITE PLANS Pax (508) 979-5949 AS -BUILT PLANS Joseph E. Correia III Pres. dt Joseph E. Correia IV VP. DATE: 243498 CONTACT PERSON: JOSEPH E. CO',31REIA FILE 96-0099 DWG G D (�� FEB 1 0