HomeMy WebLinkAboutPlan2"x 2 "x 48" WOOD POLE OR WOVE N WIRE
FILTER FABRIC
C\J
BACKFILL
1009 FLOW
NATIVE SOIL
ME N T F LE N C.
INFILTRATORROWS 13 ON CENTER
PROPOSED GRADE
APPROVED BACKFILL 112- MINIMUM
FILTER FABRIC----,*,,
MT
K
STONE,"/
HIGH
i
C
15, CAPACITY
0 INFILTRATOR
SECTION
STABLE BASE TO BE
34" VERIFIED BY ENGINEER
19" MINIMUM TO
48 MINIMUM TO LEDGE GROUNDWATER
1 1
BUILDING, 5ETBACr UNP
IVIF
BARBARA H. NOYES
PROPERTY LINF(TYP.
CD
PROPOSED 4" SOLID
PVC FOOTING DRAIN
INLAND OUTLET PIPE
WETLANDS 25'
S=O
PROPOSED
1,250 GALLON cSE
SEPTIC TANK
INV 496.60 OUT/
TP# 118
PROPOSED P- 7A
SEDIMENT
FENCE
P-713
100% TP*90
RESERVE
AREA
0'
PROPOSED
CLEARING
LIMIT
4
1:301-1'UM UP' INFILTRATORS
FLEV 495.00
I C_ I-11"% L-1-
ELEV. 506.42
C
RIP RAF
APRON
DRAINAGE EASEMENT &
RIGHTS TO DRAIN TO
5Qo BE CONVEYED TO THE
TOWN OF MONTVILLE
CB09
TF 503.07
INV 499.13 IN
INV 498.65 OUT
4V
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D 1993 TOTAL TECHNOLOGY INC.
These drawings are the property
of the Engineer and have been
specifically prepared for the owner
of this project, at this site, and
are not to be duplicated or used
In part or whole for any other
purpose, project, location or owner
without the expressed written
consent of the Engineer.
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A MORE ACCURATE 5URVEY MAY D15CL05t.