HomeMy WebLinkAboutAs-Built Plan / Installation Certificate Form - 857 CHESTNUT STREET 6/12/2007 HAT NEW ENGLAND ENGINEERING INVERT ELEVATIONS
NSPECTED THE SUBSURFACE SEWAGE
STALLED AT 857 CHESTNUT STREET, DESIGN ACTUAL
I.THE SYSTEM HAS BEEN CONSTRUCTED
:NGINEERING TOLERANCE OF 310 CMR FOUNDATION(HOUSE) 95.31 95.24
1 DESIGN PLANS DATED 8-21-06,REVISED FOUNDATION(CABANA) 95.31 96.03
iAL REQUIREMENTS,EXCEPT AS NOTED TANK IN(HOUSE) 94.50 94.53
TANK IN(CABANA) 94.50 94.52
TANK OUT 94.25 94.35
PUMP IN 94.20 94.15
PUMP OUT 93.95 93.98
D-BOX IN 101.94 101.97
D-BOX OUT 101.77 101.79
A 101.67 101.69
B 101.67 101.59
C 101.67 101.65
D 101.67 101.71
11 0
E 101.67 1101.71 7l
1.
F 67 101.74
G 101.67 101.76
H 101.67 101.74
1 101.67 101.62
K 101.67 101-63
TOP OF INFILTRATORS
DESIGN ACTUAL DESIGN ACTUAL
A 102.00 102.01 K 102.00 102.01
B 10100 101.97 L 102.00 102.05
C 102.00 101-98 IM 102.00 102.06
D 102.00 102.03 N 102.00 102.01
E 102.00 102.04 0 102.00 102.02
F 102.00 102.08 P 102.00 102.02
G 102.00 102.13 Q 102.00 102.02
H 102.00 102-10 R 102.00 102.02
1 102.00 102.03 S 102,00 102.03
102.00 101.99 T 102.00 102.01
BOTTOM OF BED 101.00 100-94
EXISTING
)RIVEWAY
SYSTEM TIES
. ........ ........
1 TO TANK IN 65.0'
2 TO TANK IN 32.5'
1 To TANK OUT 72.7:
CORNER OF BULKHEAD 2 TO TANK OUT 31.6
ASSUMED DATUM) 1 TO PUMP IN 75.0'
2 TO PUMP IN 25.0'
1 TO PUMP OUT 77.1'
00
�c 2 TO PUMP OUT 18.7'
s :P�
0 2 TO D-BOX 44.9'
"3 3 TO D-BOX 47.1'
C)
2 TO A 44.0' 2 TO K 91.6'
3 TO A 35.4' 3 TO K 73.8'
......!4. 2TOJ 55.1' 2 TO T 97.8'
1 w 3TOJ 622 3 TO T 90.11
BENJAMIN C,
03GCM,JL
CML
NO.49891 INSPECTION PORTS
2 TO X 76.3' 2 TO Y 83.5'
3TOX 60.01 3TOY 79.0'
LOCUS MAP NOT TO SCALE 20' 0 20' 40' 60'
AS-BUILT SEPTIC SYSTEM
857 CHESTNUT STREET
NORTH ANDOVER,MA
43.55 Ic ASSESSORS MAP 107C LOT 27
25.00' Ur
STREET SCALE: I"=20' JUNE 12,2007
NEW ENGLAND ENGINEERING SERVICES,INC.
1600 OSGOOD STREET
z SITE BUILDING 20,SUITE 2-64
NORTH ANDOVER,MA 01845
PH:(978)686-1768 FAX:(978)327-6138
PLAN#: CH77KED
1254SAB-6-12-07 Dy�"S.G.B. I BY: B.C.O.Jr.
THIS IS TO C
SERVICES,It
DISPOSAL S)
NORTH AND(
WITHIN ALLC
15.00,THE AF
TO 12-12-06,
HEREIN.
N/F WESTPHALEN
40 MIL IMPERVIOUS
BARRIER
VENT- 17-29,40"
N/F MURPHY 229 66'
-32"111* TP 1
-29- T S R O P O N M L K PT I
INSPECTION PORT(TYP.)- r
I` LIMIT OF SAND
TP 2- y x
Y
TP 06-1
PT 06-1
TP 06-2-
I H G IF E D C B A 36, EXISTING
IN GROUND POOL
10 OUTLET
DISTRIBUTION
BOX
3 GARAGE
20'--.. EXISTING
PT 06-2 CABANA
8 ROWS OF 15 I 2 BENCHMARK:TC
CHAMBER I /-FOUNDATION.E
RESERVE AREA Ay
(120 UNITS)
(26.1r x 60-0') TP 06-3 1-1 TP 06-4
2"SCH.40 PVC
I FORCE MAIN 82'
-20'- - --------J
1000 GALLON EXISTING FOUR
MONOLITHIC x OR 62'-- BEDROOM HOUSE
PUMP CHAMBER 1 ST FLOOR ELEV.104.00
1500 GALLON
MONOLITHIC
pp SEPTIC TANK
O O
O
857 CHESTNUT STREET E,XISTING:
ASSESSORS MAP 107C LOT 27 1 DRIVE.W I AY
45,005±SQ.FT
192.08,
PRESSURE
SW30,30,,w WATER SERVICE
cl,pSTIVUT
STREET