HomeMy WebLinkAboutEngineer Plan4" CAST IRON or EQUIVALENT
MIN. PITCH 1/4" PER FOOT Fr
(DATUM: ASSUMED)
LEGEND
c—&—G e6 GAS LINE
W W W W WATER LINE
-E E 6 E EXIST. ELECTRIC
99 EXIST, CONTOURS
— — — — — 99 PROP. CONTOURS
EXIST, FENCE
FLOW LINE
SEPTIC SYSTEM PROFILE
(not to scale) INS[
2" of 18" to?" DOUBLE WASHED EI
PEASTONE OR GEOTEXTILE
FILTER FABRIC
(first 2' to be leve!)
—51(1%)
(H-20 D -BOX)
GARAGE
EXIST,
1000 GST
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EXISTING
/ ' 4
DWELLDR
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pDROH (CRAWL SPACE)
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BENCHMARK:
TOP OF FNDN
FlahertyEnvironmental Services
W11 3" OF GRADE CLEAN SAND P.O. Box 339
- 62.0' Harwich, MA 02645
�. -- -- - 774.994.1166
)0�
271LOTS 183 1,185
0.24 ACRESi
MAP 29
LOT 181
0 21,0'
m_3 61
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SOIL ABSORPTION SYSTEM
(3) 500 GALLON H-20 CHAMBERS
WITH 4' STONE AROUND IN 12.83'W X
33.51 X 2.0'D CONFIGURATION
BOTTOM OF TEST HOLE EL, 50.5'
USGS ADJUSTMENT: N/A
GROUNDWATER ELEV: N/A
Permit valid for RI A"AIR tli SI I"I IC. SVS'I'Fm
ONLY, glue to State and ''teal uyrt c vSnanceS:
Board of fleaiti, revircv and upprnvat La required for
anY futme addilinns/reel— ntmrs/ala•rvUorn to
Sewage taodities and/or st, u.;+oe es/d..rlfiog.
Yarmouth maw, if"ymrtment
All"RO VE11) ..
0 to{
JUN 0 3 2020
HEALTH DEPT,
SCALE: 1" = 30'
REF: PS 47 PG 113
5.0'
EL. 50.5'
LOCATION MAP
N TH
rvta I
DATE.' 5/7/2020 I REVISED: 512712020
SITE AND SEWAGE PLAN FOR
8 8 8 EXCAVATION, INC./
ADAM DENONCOURT
18 CARVER ROAD
(WEST) YARMOUTH, MA
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