HomeMy WebLinkAboutCONSERVATION SHEET 1 - Plans - 463 WINTER STREET 5/25/2022 TOWN OF NORTH ANDOVER MA
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TYPICAL BY-PASS VENTING Fore X-crass vcNnvc. Al EPU°` SOILS TEST DATA
'PER TO E, INTA M PANO NTS A AITE AIL III IVIIAE Al ARIAL PERFORMED BY: THOMAS MANNETTA INC
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M,v- NNA�z `^s"NccN�As cAFc�c. EEL° SOIL EVALUATOR: PAUL LEBLANC
AEF llO" ALE"A FCA E�vA AT
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—5 RRNA
WITNESSED BY:ISAAC ROWE
AOD
TEST DATE: 1/13/2022
L 361 TP 1 (ELEV=90.8')
HORIZON DEPTH COLOR TEXTURE
' ! TIE ALL coNParvervs of 31 REFUSAL
SCALE 1°=20 FT.
ea ` 1 MOTTLES O NMO 000 o¢
20 a 21 4° zoNEUA ucF ( LL
R Ew TP 2 (ELEV=91.8') Lsa `,E�«w
ro NTa HORIZON DEPTH COLOR TEXTURE UoO�igpb Fig nip
,€ S77?UC7URE LEGEND FILL 27
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10YR3/3 L/ r( Bw G1 7YR/6 SITrap= �,aa
CT
97 7.5YR5/6 SO
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A, fat { TP 3 (ELEV=91.7') Ada R €pn
HORIZON DEPTH COLOR TEXTURE
FILL 26
IT"1y At, 31 10YR3/3 L n
II 1 B. A2 7 5YRB/B SIT
I II RVCE C T00 75YR5/6 SOL N 1 II NO @]0" ESHWT=85.9' I m
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II PERCOLATION TEST DATA L-I
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THE R1s11 RID TAXINOR MFD° w
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— — NELD-HOU ARE D RE MADE N THE
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T xcs oN� NOTE
<AmEn T�m1ALL COMPONENTS OF THE 5EPTC TE
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ATID AND
SURVEY CONTROL PROVIDED M BY LEBLANC
CEY ASSOCIATES INC, O o
TH°EFP ROPERTY IS NOT WITHIN THE (/J
PROPOSED PRESBY ENVIRO SEPTIC °ESIANHEWI WATER HE°°F KE LEGEND J z
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�. DETAIL DISPOSAL SYSTEM ......
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ONLY A PERSON TRAINED AND CERFlEDTY Y N
'm D, EN—MENTAL INC.41ALL INSTALL THE PRESBY ENMRO- DESIGN DATA ¢
•wr¢ww,w BEP11C LEACHING SYSIEN
® LOT AREA 44,165 SF.i H
ao. PR MARY SYSTEM MAP: 104A PARCEL 69
-PROPOSED PRESBY ENVIRO SEPTIC INVERT DATA > Q
olato�Rate 15 M„/„( NUMBER BEDROOMS 4
Fa ♦ (eFaFAons).nD (...)(o,H. AP.].,°(Na ca e sPoso) o
Pe,W 44D cas °a AT HOUSE(EXIST) 89.7'ESTIMATED DESIGN FLOW 110 GPO EOROOM
r 15 M�./ion PP��.-o To. y II SEPTIC TANK IN 89.19, DAILY FLOW 440 GALLONS ¢
Ab VA,pt�on Rate a C- o Gal_/5q.Ft.
D o,Kmo LTsmaT' SEPTIC TANK OUT 88.94' SEPTIC TANK USED 1500 GALLON = LJJ
sFc N MINIMUM LEACH FIEL°szE:(141 cEo)/(ose c/sF7=Tae IF x(T.eT] PUMP CHAMBER IN 88.89' SAND BED AREA' 5255F(PRESBY) Q
_ PUMP CHAMBER OUT 88.64' +NO GARBAGE DISPOSALS ALLOWED Oz
�mTaox � IF 11
�V. �,.�.�, RETOTAL ADEnmREI oVICE
DISTRIBUTION BOX IN 91.42'
°LENATH o. aBE°R°°M° LLINc®,T P BENCH MARK: L
DISTRIBUTION BOX OUT 91.25'
MEmre vx Pax.wc mR .Po.o� e�ie�10 aE O 1. MAG NAIL IN BIT DRIVEWAY EL=93.07' O Z
RnRsma ��� PROPOSED1-1 TANC LEACHING ATI-DIMENSIONS x DF DesoN oaPaom ore mw nvoAAuuc oFTF,+*ioN ENV1R0-SEPTIC LINE INV(4')91.08' Z Q
ENVIRO-SEPTIC LINE(SOT) 90.50' (as —d datum) 3
ERGS/ONL CONTROLPPO ms x,lo cvD-aw cvD p //1
(Not o amte) - BOTTOM OF SAND END 90.00' AISLE.1 =10 FT. V 1