HomeMy WebLinkAboutAs-Built Plan / Installation Certificate Form - 121 RALEIGH TAVERN LANE 4/27/2005 N/F CRONIN N/F FRANQULES
N74°50'00"E --
168.00'
X
. —.-•.. E.X15SiNOM�pU5p9 � � � �..
m
/ BENCHMARK: FRONT RIGHT CORNER
OF BOTTOM FRONT STEP. G
-- 1
ELEV 100.00 (assumed datum) \ A
FAST SYSTEM E wo W GALL
PUMP& VENT rye, lb PUMP CHAMBER
\ \
38�:, ® O p G \\\
28 p p
1L
1500 GALLON -71
N/F MULLEY MICRO FAST / P W 40 MIL IMPERVIOUS \
1B SEPTIC TANG BARRIER
J
_ INSPECTION
E\ PORTS (TYP.) '\
UNRECORDED TEST PIT TP 1
ENCOUNTERED EXISTING
LEACH FIELD 48 0
a o ° ` SEGMENTAL BLOCK RETAINING WA
o °
s 0'
TREE LINE
W
O 56
O
C7
O O BURIED ELECTRICAL SERVICE p O
O 0 \ O
ti ,4 Q
co
co
0
SEGMENTAL BLOCK o8 - E
U] RETAINING WALL
w)78
98 -
106
88
WETLANDS LINE DELINEATED BY
NEW ENGLAND ENGINEERING SERVICES ELECTRIC BOX
25• NO DISTURB ZONE
/ w
50' NO BUILD ZONE ° /
EXISTING
E CATCH BASIN
E
G
UNRECORDED TEST PIT /
BLASTED LEDGE
UNSUITABLE AREA
E
/ 100' BUFFER ZONE
168.00'
N74°50'00"E --
c
RALEIGH TAVERN ERN LANE PRESSUR
f
This is to certify that New England Engineering Services
Inc. has inspected the subsurface sewage disposal
system installed at 121 Raleigh Tavern Lane, North
Andover, MA. The system has been constructed within
allowable engineering tolerance of 310 CMR 15.00, the
approved design plans dated 11/30/2004 revised to
1/6/2005, and local requirements, except as noted
herein.
Note:
1. Segmental block retaining wall along driveway not
installed at time of inspection.
2. Front walkway to be reinstalled upon final grading.
2 (USED TO CONFIRM HIGH WATER TABLE IN TP 1) INVERT ELEVATIONS
DESIGN ACTUAL
F ORDMAN
TANK IN 96.00 96.82
TANK OUT 95.75 96.35
PUMP IN 95.70 96.25
PUMP OUT 95.45 BACKFILLED
A 97.92 97.83
B 97.92 97.78
C 97.92 97.87
D 97.92 97.80
E 97.92 97.82
F 97.92 97.81
G 97.92 97.79
H 97.92 97.80
1 97.92 9738
1 97.92 97.81
SYSTEM TIES
1 TO TANK 41.7' 1 TO PUMP 54.4'
2 TO TANK 28.4' 2 TO PUMP 28.1'
1 TO A 58.9' 1 TO K 85.4'
2 TO A 29.1' 2 TO K 593'
1 TO J 44.3' 1 TO L 75.9'
2 TO J 47.9' 2 TO L 69.9'
121 RALEIGH TAVERN LANE INSPECTION PORTS
SSESSORS MAP 107A, PARCEL 113 1 TO X 76.8' 1 TO Y 66.0'
44,184 SQ. FT. 2 TO X 50.0' 2 TO Y 62.2'
20' 0' 20' 410' 610'
LOCUS MAP NOT TO SCALE
MOA44 AS-BUILT SEPTIC SYSTRV
�j OF
121 RALEIGH TAVERN LANE
BENJAMIN(," SITE
NORTH ANDOVER, MA
OSGOOD,JR. 1,
CWJL ASSESSORS MAP 107A, PARCEL 113
FARNUM SCALE: 1"=20' DATE: APRIL 27, 2005
0
ST
A 4Y
NEW ENGLAND ENGINEERING SERVICES, INC.
60 BEECHWOOD DRIVE
NORTH ANDOVER, MA 01845
lk (978) 686-1768
IATER SERVICE DRAWN 1
.15' ':927SAB-4-27-05 1BY: S.G.B.1 Y!11D T.K.H. & B.C.O. Jr