HomeMy WebLinkAbout- As-Built Plan / Installation Certificate Form - 95 Rea Street 9/25/2023 RECORD OWNER:
ASSESSOR'S MAP 98B LOT 101
ANDREW& HEATHER LEBOWITZ 4" PVC 4" PVC c a<
95 REA STREET Cleonout w Screw Type
VENT REA STREET� o
NORTH ANDOVER, MA 01845 Top.
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- DEED BOOK 17603, PAGE No. 98 E 4" PVC Manifold p 'FZs
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WIDTH' VAEIES) FND
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REn 20 .41 22.6' RQ 31REET,
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5 Leaching Trenches - NOT TO SCALE:
_,6r 6"E L=60', W=2`, D=2'
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N7g°56 2, 8. 6656'26 40 MIL/1,
21Q.12 _ tJ
PVC Barrier
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32.0 26.66' G 62 3'
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4 BEDROOM 6. atIt)n
Z Top of Foundation Gone. FQu 86' ''
Elev=246.45' Bsrnt SIab=237,
CD9) (NAVD 1988) 0 6.0`0 26.66' D
10 2' Conc. D-Box
Conc. Foundation Q
for Bulkhead j O i02' - 4" Sch. 40 PVC 30.8' `
8$ Inv.put=244'57 Sewer Pipe I CERTIFY THE LOCATIONS,ELEVATIONS, TIES,
A __— COVER MATERIAL; EXPOSED COMPONENT COVERS,
32 0' ETC. SHOWN'ON THIS AS-BUILT SUBSTANTIALLY
o 90,38 AGREE WITH THE APPROVED PLAN AND HAVE
1O*' DETERMINED THAT THE BREAK OUT ELE S
.�� 10' - 4" Sch. 40 53.8' i�' S79'48 HAVE BEEN MET.
o PVC Sewer Pipe
i 1,500 Gallon
Conc. Sepfic
Tank LOT 2B LOT 2A
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44,178 S.F.tIF
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200' RIVERFRONT BUFFER-
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\ SEPTIC SYSTEM TIES -p-t�e p
ZR 9 ` / BUILDING CORNER SEP TIC` �_��JL
A B G #95 REA STREET
SEWER AT FOUNDATION 5.5' 35.0' -
SCHEDULE OF ELEVATIONS DESIGN AS-BUILT SEWER COVER OVER SEPTIC INLET 12.6' 24.7' - NO. ANDOVER, MASS.
SEWER INVERT OUT OF FOUNDATION 244.61' 244.57' SEWER COVER OVER SEPTIC OUTLET 20.0' 18.6' - PREPARED BY
SEWER INVERT INTO SEPTIC TANK 244.41' 244.37' CENTER OF D-BOX - 88.5 96.5'
SEWER INVERT OUT OF SEPTIC TANK 244.16' 244.12' EDGE OF TRENCH (D) 92 3' 82 0' SULLIVAN ENGINEERING GROUP, LLC
SEWER INVERT INTO D-BOX 243.15' 243.15' EDGE OF TRENCH (E) - 124.0' 115.3' P.O. BOX 2004
SEWER INVERT OUT OF D-BOX 242.98' 242.98 EDGE OF TRENCH (F) - 119.6' 124.1' /WOBURN, MA 01888
SEWER INVERT BEGIN LEACHING TRENCH 242.90' 242.91' EDGE OF TRENCH (G) 86.3' g3.6' t 781) 854-8644
SEWER INVERT END LEACHING TRENCH 242-60' 242.62' INSPECTION PORT - 122.8' 175.1
BOTTOM OF LEACHING FIELD 2 0.60 240.62' DATE: 9118123 SCALE: 1 '=30'
MAXIMUM SEASONAL GROUNDWATER 236.60'
7