HomeMy WebLinkAboutApproved Plan page 1 - Approved Septic Plan - 203 MILL ROAD 6/5/2019 NOTES
YSEEM SHALL BE IN CONFORMANCE WITF 3570
ALL Fl- BENE4Ni THE S ABSORPTION S
CUR'95,255(3).
2.' ALL STONE TO SE 0008LE WASHED AS NECESSARY AND FREE OF I.RNN,FINES__AND DUST-
3.) THis SYSTEM IS NOT DESIGNED FOR USE WITH A CARS GE GQINDEP-
4) REMOVE ALL TOPSnli,ROOTS AND SLIGSOOL'AND REF LACT WITH SPECIFIED FILL WITHIN
% FEET OF SYSTEM.® SHMI RE Ni CONFORMANCE WITH CMR 115-255(3),
SC5sTEM-KAU Tl --R-
COVEN MAIL VAL OVER IHE� -S �'BE FREE OF CLAY,SJONEFS,WASON s,
40, STUMPS�OR WASTE CONSTRUCTION MATERIAYI�THE TOP 3'SHALL BE LOAMED AND
SURFACE ANICH0 S97 DED. I DRY WHICH MAY CPUSJH'OR DISTURO THE ALIGNMENT OF
_E 4
PIPES IN THE DISPOSAL AREA SHALL NOT BE ALLOWED,
at
THH4_10 FT OF TFfE SEPTIC TANK FOUNDATION DRAINS ARE N*T AD BE 1INSTALLED Wi
NOR MTHIN ff 007 THE SOIL ABSORPTION SYSTEM,
7) A PIPiNG SHALL BE!_IV STRAIGHT ON CON IINUOUS GRADE AND SHALL HAVE WATERTIGHT I TS
S.t PROPERTT LINES SHOWN WERE TAXEN FROM EXISTING PLANS AND RZCORVS,
9,1 THE LOCATION OF Ear SDING UNDEPGPOUND UTHTFIE5 WAS TAKEN FROM EXISTING PLANS AND
REC 0-S OR FROM FIELD OB ION SERVATS AND MARKINGS AND ARE APPROXIMATE-
JqC
THE CONTRACTOR SH411 BE RESPONSIBLE FOR OFRIFFYiNG THE EXACT L0CA71ON Or-ALI
EkISTING UTILITIES HEFOPE_CD.N_'TftlCT!0N BZGINS,TLIE DESIGN ENG;NEEJR SHALL BE NORFIED
JMMEDM17ELY OF AW.DISCREPANCIES %THAT PEA EDiAL ACTION CAN K-TAKEN,
36
4 0 THE CONTRACTOR SHAL NOTIFY 1WE DESIGN ENGINEER 48 HRS.iN ADVANCE OF RED EXCAVATION=
PLETION SO CAN C CUR AND COO, .HAT REQUIRED MOSPEC-NONS C jC, -
THE CONTRACTOR SHALL BE FINANCIAl Y RESPONSIBI FOR THE AS-K T lM IRSPE TIONS N
AD
LE I
PLAM[17-SEPV.mSHAL BE INCL'iDED AS P4RT OF TN CONSTRUCT,ON CONTRACT,
ALL SYSTEM COMPONEA1,73 SHALL BE MARVED WITH MAGNETIC MARKIING TAPE BEFORE BEING BURIED
UNLESS METAL COVERS APE PROPOSED AND CAN OTHERWISE FE MAGNE-11CALLY DETECTED
WT WITI-fl �00 FT N ANY PUSLiC WELLS OR DRINKING WATER I-B 1) NO wELLS siT. JN I
A PPIVAE ZXi
ES WiTHi N 400 rT,OF NIE 5'-'S?'Em
Ar?EA=58,651 SIF. I N
2 H I NO WETLANDS EXIST WITHIN'OOFT.OF THE Pr,,OPCSED SYSTEm.
3464 AC
—Ad DESIGN,As' CO -14E R, A,ION PR E*IES
OV'S SY�tlE LL MATERIALS A &WO, 11 iNS 4-7 NO rt
CB_l44,3i4 N'AND A T I
SHALL BE ANC ADS INTENDED TO BE 1 FULL CONFORMANCE WITH TITLE 5,"!N!MUM
Pi
% 00%
REOLUREAdENTS FOP THE SUBSURFACE DISPOSAL OF SANITARY SEWAGE,370 C"_R
b 15.00I THROUGN l&505_UNLESS OTHERWISE NOTED-
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T U H SITE IS NOT CATEO WTTHN THE LAKE C0041 HEWICK ATEPS W14ED PROTECDON 5 Ic
u �IfERLAY ViCTIO-T
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EROSiON CONTRO!
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DESIGN CALCULATIONS
440 GPEL
V_�WGK FLOW, BEDROOMS x
DESIGN PER-C RATE, MIN AN
DE iGN FOR LEACHING-ENCHES(SEE DETAIL)
�As
-F�CTA DEPTH 72"
AC
w FIFFECTtV Wim 36' EF
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IF
SOh CL-4—
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TRENCH C-,qPCI-Y M_'SJ�/FL t56 GA--111S.F_ _L8_GAL,_/F7.,
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GAt- OF TRENCH REO-luRo
4
I-I-E RENCHES ATfrn
FT. _10 Fi.OF TRENCH PRO!ar�_rL
N
PROP BUILDNGS- 's:, si�PD 7ANK REO Us 200-X 440 CAL 39 GAL,BUT NOT LESS THAN 1500 GAL,L' - 11 C- - 8 T -
RA7-D PROF VENT
f CATICIN SEFINIC'ANK PROVIDED:1500 GAL.
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PROP
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PROP.TREN'CMES 21
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PROP LIN OF
EXCAVATION ALL AR ND
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1 CERTIF THE LOCATION,ELEI�ATIOJN,AND VES ry
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LOCUS kAP SH OWN ON TIM PLAN RESULT FROM AN ACTUAL
I SURVEY MADE ON THE GROLWO.
NOT TO SCAL-E F'ROP-?50U GALI
MONOLITH lC
Ll ftCEI%TD
VLADIMIR NEUCHENOK DATE
loft'
ft -ROP.
Imem tq
SA�PtO- H-20 QD
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NAI SLI
IN U,P,
5' EL-225 0
bi PLAN OF
PLAN SUBSURFACE SEWAGE DISPOSAL SYSTEM
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SCALE/ :.=a20'
NORTH ANDOVER, MASS.
AS s.J?EPA,EDT,FOP
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CAROLE R. RESCA
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S(�ALE AS S140,WN DATE,917_1V16
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twa s DATE BY PEVl5i(
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