HomeMy WebLinkAboutAs Built Plan - 11.1.2019 - As-Built Plan / Installation Certificate Form - 61 FOREST STREET 6/4/2020 40 MIL HDPE BARRIER LIMIT OF 5 FOOT OVERDIG
To er SCOT SCOTT COOKE
Lot Ling
LOT AREA 1 `� FOREST STREET
43,663 $Fd —2 : NORTH ANDOVER, MA 01845
16"* ASSESSOR INFORMATION
12 SEPTIC ABSORPTION FIELD g
32. 33.9
CONSISTING OF 12 ROWS OF TAB MAP 106A LOT 168
12" QUICK4 PLUS STANDARD L
INFILTRATOR UNITS.
2 "
=INSPECTIONPORT
ffi I CERTIFY THE LOCATIONS, ELEVATIONS, TIES,
COVES MATERIAL;; EXPOSED COMPONENT COVERS,
ETC. TI-11 ®BUILT TN T ILL`
AGREE WITH THE APPROVED PLAN AND HAVE
— DETERMINED THAT THE BREAKOUT ELEVATIONS
D—BOX 1J OUTLEHAVE BEEN MET.
1,500 GALLONP TLC
TANS T
EE
Sul `a3
9
6
. .
" . 0 PVC L=13'
BECK 4" D.I. Pipe L=
fQenr .
Top of Foundation
DRIVE .2 Elev=10 . ' JOHN D. SULLIVAN III, PE
OD
OUST Brie LOCATED i
PRESSURIZED Chimney
WATER SERVICE NORTH ANDOVER, MASSACHUSETTS
SCHEDULE OF ELEVATIONS SEPTIC SYSTEM TIES BUILDING CORNER (ESSEX COUNTY)
DESIGNAS—BUILT
SEWERPREPARED FOR
INVERT OUT OF HOUSE 100.00, 1 m ' SEWER AT FOUNDATION — t5'
SEWER INVERT INTO SEPTIC TANK 99.58' . ' SEWER COVER OVER SEPTIC INLET . ' 25.2'
SEWERSCALE: 1INVERT OUT OF SEPTIC TANK 99.3 ' .3 ' SEWER COVE R SEPTIC OUTLET 4 $5' 2 a5'
'� Q , 2019
____l - PREPABff
SEWER INVERT INTO ffi 9 -93' 93® ' CENTER O - 52,2' Y
SEWER INVERT OUT F 93a2'--93. 1'_ EDGE OF FIELD 54, ' 55.2' SULLIVAN ENGINEERING GROUP, LLC
SEWER INVERT BEGIN INFILTRATOR UNIT F65' 93. ' EDGE OF FIELD 9.2' 8 7. ' P.O. BOX 2004
SEWER INVERT END INFILTRATOR UNIT 9,165 93. ' EDGE OF FIELD E 101.1' a2' WOBURN,
MA 01888
OTTOM OF LEACHING FIELD 93e ' . ' EDGE OF FIELD F 3a1' 5a '
[MAX[ UM SEASONAL GROUNDWATER 809. ' INSPECTION PORT 43' . ' SHEET No. 1 OF 1