HomeMy WebLinkAboutSeptic - As-Built Plan / Installation Certificate Form - 534 BOSTON STREET 11/28/2007 THIS IS TO CERTIFY THAT NEW ENGLAND ENGINEERING
N/1F BEAN SERVICES,INC.HAS INSPECTED THE SUBSURFACE SEWAGE
DISPOSAL SYSTEM INSTALLED AT 534 BOSTON STREET,NORTH
ANDOVER,MA.THE SYSTEM HAS BEEN CONSTRUCTED WITHIN
ALLOWABLE ENGINEERING TOLERANCE OF 310 CMR 15.00,THE
APPROVED DESIGN PLANS DATED 6-5-07,REVISED TO 8-2-07
INSPECTION LIMIT OF SAND AND LOCAL REQUIREMENTS,EXCEPT AS NOTED HEREIN.
PORT(TYP-) 4"SCH.40 PVC
MANIFOLD NOTE:
P,
!�2 3"FORCE MAIN USED IN LIEU OF 2.5"SPECIFIEDV AS AUTHORIZED
0
PT2 33 BY NEW ENGLAND ENGINEERING SERVICES,INC.
GI,
CLEANOUT F B Alli
E IX� I I I I I I A
44'
40 MIL IMPERVIOUS BARRIER
V,
0
3"SCH.40 N/F PETERKIN& FORCE MAIN PVC
ROBERTS
1000 GALLON
MONOLITHIC
PUMP CHAMBER
1 OO'BUFFER ZONE loo,j3
z
04�
/ rr ~'`�.,, ST250 CLEAN SOLUTION
PRETREATMENT TANK
-
(2100GALLONS)
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50'NO7
f3UILD ZONE N
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ook
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Ooo�(J2.r,5
25'NO N/F BEAN
DISTURB ZONE �b
ISTURB ZONE
............
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.............. .1-1-..........
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EXISTING WELL
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A7 A6 ......
..........
......... EXISTING WELL
........
WETLAND LINE A5
..................
534 BOSTON STREET
ASSESSORS MAP 107D,LOT 81
...........
1.09 AC.
4
...........
A3 PVCOpp1NINV.9&59
N/F PETERKIN& ...
DH FOUND
ROBERTS
INV.92.37
A2
......... 12"PLASTIC CULVERT
INV.100.85
..........
............. LOCUS MAP NOT TO SCALE
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a lip ..........
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12"PLASTIC CULVERT
INV.9929
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T4 0
INVERT ELEVATIONS SITE
DESIGN ACTUAL
,QKIS'T FAR
ROAD_
TANK IN 98.47 98.41 %j Of
TANK OUT 98.22 98.25 NORTH AMDOVER
PUMP IN 98.17 98.20
IV, BENJAMIN C. ANDOV
PUMP OUT 9&42 98.50 A ER
CIVIL
111.56
111.67
A SYSTEM TIES NO.4589
B 111.67 111.54
C 111.67 111.55 1 TO TANK IN 403'
D 111.67 11t56 2 TO TANK IN 39.2' 6FE'l V E D 0 a L
TOP OF INFILTRATORS 1 TO TANK OUT 31.6'
2 TO TANK OUT 49.2'
A 112.00 111.92 1 TO PUMP IN 375 [),EC 1,1,2007 AS-BUILT SEPTIC SYSTEM
B 112.00 111.91 2 TO PUMP IN 53.9° 534 BOSTON STREET
OUT 41.7' fC)VVI4 OFF NOPTH ANDO
C 112.00 111.92 1 TO PUMP �q,- ,"N 1rl,'E.�,I
/-�t-1 H�,,;E'AR, NORTH ANDOVER,MA
D 112.00 111.93 2 TO PUMP OUT 48,6'
E 112.00 111.93 ASSESSORS MAP 107D,LOT 81
F 112.00 111.95
G 112.00 111.95 1 TO 135.0' 1 TO 143.0' NOVEMBER 28,2007
H 112.00 111.94 2 TO A 131.11 2 TO E 156.6' SCALE: 11'=20' .
1 TO 145.0' 1 TO 152.8' NEW ENGLAND ENGINEERING SERVICES,INC.
BOTTOM OF BED 111.00 110.84 2 TO D 1404 2 TO H 164.2' 1600 OSGOOD STREET
INSPECTION PORT BUILDING 20,SUITE 2-64
20' 0 20' 40' 60' 1 TO X 1397 1 TOY 149.6' NORTH ANDOVER,MA 01845
NIL 1 2 TO X 149.1' 2 TO Y 157.2' PH:(978)686-1768 FAX:(978)327-6138
PLAN#: CHECKED
1366SAB-11-28-07 BY. 3y: B.C.O.Jr.