HomeMy WebLinkAboutSurvey Stamp - Voided PlanSEPTIC SYSTEM PROFILE
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FLOW LINE
LEGEND
=--G G G GAS LINE
NO W W WATER LINE
E 6 E E E— EXIST. ELECTRIC
99 EXIST. CONTOURS
— — — — — 99 PROP, CONTOURS
-,& J,'r UNDERGROUND UTIL•
-7( ELL. EL. 51.2"
10.7'
(not to scale) INSI
2" of Al" to?" DOUBLE WASHED EI
PEASTONE OR GEOTEXTILE
FILTER FABRIC —
r
(fttOto be level)
—51(1%)
Flaherty Environmental Services
P.O. Box 331
Harwich, MA 02645
774.994.1166
(H-20 0 ) 7WITH
000. - _-a
4 "SOIL ABSORPTION SYSTEM
t - 2 7(3) 500 GALLON H-20 CHAMBERS
4' STONE AROUND IN A
4" to I!" DOUBLE WASHED STONE 12.83'X 33.5'X 2' CONFIGURATION
BOTTOM OF TEST HOLE EL, 43.5'
USGS ADJUSTMENT: N/A
GROUNDWATER ELEV: N/A
SHED ,,'• O -: ji
jy,242,5',0'TINGBRLINGDRIVEW58
0
ROUND DRIVE
BENCHMARK:
TOP OF FNDN
EL. 58.0'
1
CALE: 1" = 30'
REFPB 126 P8 89 PG 3
EL. 43.5'
N TH
NTS
U VuJvU
JAN 10 2022
HEALTH DEPT.
LOCATION MAP
DATE: 12/162021 1 REVIS D: 11512022
EDWA. )
SITE AND SEWAGE PLAN
A. >
FOR
STONEa .
No,
8 & B EXCAVATION, INC./
28900
CHRISTINE ETHIER
f e T;- `C
14 ROUND DRIVE
WEST YARMOUTH, MA
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