HomeMy WebLinkAboutAs Built - As-Built Plan / Installation Certificate Form - 114 STONECLEAVE ROAD 7/14/2010 THIS IS TO CERTIFY THAT BENJAMIN C.OSGOOD,JR.HAS
X1� v INSPECTED THE SUBSURFACE SEWAGE DISPOSAL SYSTEM
INSTALLED AT 114 STONECLEAVE ROAD NORTH ANDOVR,MA.
THE SYSTEM HAS BEEN CONSTRUCTED WITHIN ALLOWABLE
ENGINEERING TOLERANCE OF 310 CMR 15.00,THE APPROVED
DESIGN PLANS DATED 11-10-2009,AND LOCAL REQUIREMENTS,
3 EXCEPT AS NOTED HEREIN.
6ENCHMARK:2 SPIKE IN TREE INVERT ELEVATIONS
'/--ELEV.95.75(ASSUMED DATUM) DESIGN ACTUAL
TP2/PTI OBSERVATION PORT FOUNDATION 93.00 94.55
/I If Pi TANK IN 92.80 94.43
TANK OUT 92.55 94.18
DISTRIBUTION BOX PUMP IN 92.20 94.10
PUMP OUT 92.45 COVERED
D-BOX IN 94.93 94.91
N/F ADAMS D-BOX OUT 94.76 94.73
IOW GALLON
MONOLITHIC
PUMP CHAMBER
2'SCH 40 PVC 1500 GALLON
FORCE MAIN MONOLITHIC
N/F ADAMS SEPTIC TANK TOP OF ENVIRO-SEPTIC
A 95.00 95.93
B 95.00 94.96
C 95.00 94.97
� \ D 95.00 94.93
0 0 0 0
SYSTEM TMS
b"� A EXISTING 4 BEDROOM DWELLING
#114
SILL ELEV 97,35
1 TO TANK 21.3'
2 TO TANK 16.0'
1 TO PUMP 15.5'
BENCHMARKA SPIKE IN TREE
ELEV.96.45(ASSUMED DATUM) 2 TO PUMP 27.0'
1 TO D-BOX 125.75'
3 TO D-BOX 70.0'
EXISTING WELL—'
ii
EDGE OF
LAWNS\
LOT 14 STONECLEAVE ROAD
ASSESSORS MAP 104B,LOT 138
\ \ 43,571±SQ.Fr,
SEPTIC SYSTEM AS BUILT PLAN
114 STONECLEAVE ROAD,NORTH ANDOVER,MA
Ale-- ASSESSORS MAP 104B.LOT 148
PREPARED FOR
CIL'I R c I HARD ADAMS
114 STONECLEAVE ROAD
40,31' NORTH ANDO),"ER,MA 01845
NWZ�12223"W 108.84
L=41 JULY 14,2010
16' SCALE:1" 20'
N87'122"w REVISED
R=380 00 BENJAMIN C.OSGOOD,JR,P.E.
16 HILLSIDE AVE,UNIT 3
ik AMESBURY,MA 01913
STONECLEAVE ROAD
DRAWN BY: SHEET#: CHECKED BY:
K.J.B. lofl B.C.O.Jr.
FILE#: I DESIGN BY:
1613—SAB-WC B.C.O.Jr.