HomeMy WebLinkAboutAs-Built Plan / Installation Certificate Form - 851 JOHNSON STREET 3/15/2005 {
This is to certify that New England Engineering Services
Inc. has inspected the subsurface sewage disposal
system installed at 851 Johnson Street, North Andover,
MA. The system has been constructed in compliance with
310 CMR 15.00, the approved design plans dated
12/30/2003, revised to 2/23/2004 and local
requirements, except as noted herein.
INVERT ELEVATIONS
ACTUAL DESIGN
FOUNDATION 104.20 104.29
TANK IN 104.10 104.09
TANK OUT 103.93 103.92
D-BOX IN 103.73 103.71
' D-BOX OUT 103.56 103.54
G°
7 A 103.52 103.54
B 101.90 101.88
C 103.50 103.54
D 101.89 101.88
SYSTEM TIES
2 TO TANK 22.4'
3 TO TANK 9.8'
1 TO D BOX 52.0'
2 TO D BOX 31.0'
1 TO A 49.7' 1 TO C 22.0'
2 TO A 30,3' 2 TO C 27.0'
1 TO B 52.2' 1 TO D 33.0'
2 TO B 38.7' 2 TO D 40.4'
INSPECTION PORTS
1 TO X 30.6' 1 TO Y 36.3'
2 TO X 22.8' 2 TO Y 37.5'
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20' 0 20' 40' 60'
.D ROCK
(PERVIOUS BARRIER LOCUS MAP NOT TO SCALE
AS-BUILT SEPTIC SYSTEM
13.60' 851 JOHNSON STREET
q05®41'45"W NORTH ANDOVER, MA 01845
PREPARED FOR RICHARD AND MARY ANN NAWROCKI
4 ASSESSORS MAP 107A, PARCEL 62
s w> st SCALE: 1" = 20' MARCH 15, 2005
NEW ENGLAND ENGINEERING SERVICES, INC.
SITE 60 BEECHWOOD DRIVE
NORTH ANDOVER, MA 01845
(978) 686-1768
PLAN #: DRAWN CHECKED
802SAB-3-15-2005 BY: S.G.B. BY: S.E.P. & B.C.O. Jr.
851 JOHNSON STREET
ASSESSORS MAP 107A, PARCEL 62
44,020± SQ. FT.
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13.69'
N05°41'45"W
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EXPOSED ROCK
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3 1500 GALLON
\ SEPTIC TANK
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24'
G F
PRESSURE I 3 TP 2
WATER SERVICE
OBSERV
W CID 4o
c12 d"
150.00' N
S 07°51 00 E 00
BENCHMARK: SPIKE IN 10"ASH TREE
ELEV 100.00 (assumed datum)
JOHNSON STREET