HomeMy WebLinkAboutEngineered As-Built PlanTOP OF FOUNDATION
EL. 62.0' EL. 57.0'
4" CAST IRON or EQUIVALENT
MIN. PITCH 1/4" PER FOOT p
•J
FT
•e. .: '•''. '.
(DATUM: ASSUMED)
As Built
SEPTIC SYSTEM PROFILE
", aaaic/ INSP. PORT W/I 3"
2" of l" to }" DOUBLE WASHED EL. 58.Of
PEAS r AOR GEOTE,`^ •'
FILTER FABRIC
4" SCHEDULE 40 PVC PIPE
FLOW LINE LIst2'to be /eve!)
15' 7%
5' 1
-r 14" _
0.5' CRUSHED STONE OR
MECHANICAL COMPACTION
1000 GALLON SEPTIC TANK
(EXISTING)
80 White Rock Road
Yarmouth Port, MA
TO
RECEI
SEP 2 5 2017
HEALTH DEPT
17.'x/
(D -BOX)
4" to 12" DOUBLE WASE
I
REAR PROPER T Y
LINE
Flaherty Environmental Services
SAND P.O. BOX 81
Yarmouth Port, MA 02675
774.994.9 966
" VENT IF REQUIRED
EL. 54.9'f
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100� •d' .• y00000000C
02 o •. ••.d .' °o°o°o°oc EL. 52.0'
SOIL ABSORPTION SYSTEM
(2) 500 GALLON H-20 CHAMBERS 4'
WITH 4' STONE AROUND IN A
12.83'W X 25.0'L X 2'D CONFIGURATION
EL. 48.0'
BOTTOM OF TEST HOLE EL. 48.0' LOCATIONMAP
USGS ADJUSTMENT: N/A
GROUNDWATER ELEV: N/A N TH Rt. 6A
«'e, G'
NOT TO SCALE
REF PB 187 PG 149
NTS
o
LOCUS
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DAiE.' 8/21/2097 I REVISED.
AS BUtLT PLAN FOR
B & B EXCAVATION, INC./
RICHARD C. GREEN
80 WHITE ROCK ROAD
YARMOUTH PORT, MA
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