HomeMy WebLinkAboutEngineered Plan - 1999BENCHMARK
TOP OF FOUNDATION
ELEV. _ 10 FT. I
(ASSUMED)
2I
4" CAST IRON PIPE
PTICH EQUAL) MINPER FTM
ELEV
ELEV 7
s
4 FEET
.14 INCHES
5 FEET
19 INCHES
6 FEET
24 INCHES
SEPTIC TANKZONE
8 FEET
34 INCHES
.. �.. ., ., .. Z- LAYLK Or
1/8" TO 1/2LEGEND:
WASHED STONE
VENT EXISTING SPOT ELEVATION OOxO
NOT REQUIRED EXISTING CONTOUR ----00----
Z 1 CU. FT. OF FINAL SPOT ELEVATION . WO
CONCRETE FINAL CONTOUR 0
ANCHOR SOIL TEST LOCATION
FLOW LINE �/ rry °' UTILITY POLE—O-
10" TOWN WATER —W I—N
—TMIN. Of�' .} .. o o �, .. o CATCH BASIN ` 9
'.�. 10" o G Z GAS UNE G
LEVEL e _ o ELEV — L CLEAN OUT C.O.
GAS ELEV. _ 6' SU b ELEV .
BAFFLE CESSPOOL C.P..0
DISTRIBUTION
f�
ELEVq7,1 HIGH CAPACITY INFILTRATORS WITH
STONE IN AN
(TO BE PLACED ON FIRM BASE) BOX
TO BE WATER TESTED '' Z
1 500 GALLON
IF MORE THAN ONE OUTLET
�(� ro TRENCH FORIAATIDN
N��
x>
�� Z►�� . f
wATER ENcouNTERED AT. a.Ev =
SEPTIC TANKZONE
(TO BE PLACED ON FIRM BASE)
SOIL ABSORPTION
wEt.L
3/4" TO 1 1/2'
SYSTEM (SAS)
INDEX
WASHED STONE
ADJUST
DESIGN CALCULATIONS
SEWAGE DISPOSAL
SYSTEM PROFILE
USGS PROBABLE WATER TABLE ELEV. =
OBSERVED WATER TABLE ( / / ) ELEV. =
NUMBER OF BEDROOMS
GARBAGE DISPOSAL UNIT NO
NOT TO
SCALE
ROTTOU OF TEST FIOLE FtEV_ =
c'` 1
TOTAL ESTIMATED FLOW