HomeMy WebLinkAboutBLD2008-00194 - BLD Plot / Site Plans - 2/26/2008EDGE OF
CLEARING
I
1
1
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Lu
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1
SEPTIC TANK, CONC.
2—COMPARTMENT
1,200 GALLON (MIN.)
W/ EFFLUENT F1LTER
AND RISERS
0
CLEANOUT
IE=100.0
WATER
LINE
PROPOSED
DRILLED
WELL
WARNING: If installation of onr►�—site sewage system does not follow roject plan or if
dwelling unit/structure encroach in drainfield area, the On -Site Serge System Application
may be rescinded and/or occuircy be withheld.
■
100X RESERVE
DRAINFIELD AREA
1!
PLAN
SCALE: 1 "= 20'
4" DIA. PVC
S=2.0% (TYP )
MIN.)
3—BEDROOM \
'RESIDENCE
FF-103 0
INSPECTION
PORTS
ID IU :p"'III `I
EXPIRES 12/27/8'
PRIMARY
DRAINFIELD
INSTALL. (2) BEDS
9'Wx25.L W/
"INFILTRATORS"
(450 SF TOTAL)
ck
65'f
a WEL.LS GVic
Rpp�EN
\ Zoo 00140
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Of
AP
\ HEALC4O
3i DEPT
JUN le 2006
REV 1. 5/11/06 REVISED TRENCH CONF$URA TION
BENCHMARK
CONC BASE AT
EAST GATE POST
EL=100.0 (ASSUMED)
scALE: SHOWN
SHEET 2 OF
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kit es;t,T ,
,
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V.
,
JUa 1 6 2006
-1EA+LTH SERVICES, EH
37p 44'
.2
APPROXIMATE
EDGE OF
CLEARING
N34 55' 0D w
WARNING: If installation of on —site sewage system does not follow project plan or if
dwelling unit/structure encroach in drainfreld area, the On —Site • Sewage System Application
may be rescinded and/or occupancy be withheld.
rat co,JS?r�
SCALE.' 1 "= 6
0' EASEMENT
_�..
JUN 1 f 200Q
100Z IMARY
DRAINFIELD
AREA
REV 1. 5/11/06
\Nk
EASEMENT yaw/
SOILS INFO <6
SL-1
0-8" GRAVELLY LOAMY SAND
8"-60-1- GREY GRAVELLY SAND W/ ROOTS TO 48"
SL-2
0-10" GRAVELLY LOAMY SAND
1O"-- 61 "+ . GREY GRAVELLY SAND W/ ROOTS TO 48"
COMPACTED LAYER 31 "f
SL-3
0-10"
10"-60"+
SL-4
GRAVELLY LOAMY SAND
GREY: GRAVELLY SAND W/ ROOTS TO 50"
COMPACTED LAYER ® 43"
COMPACTED LAYER 42"
VICINTIY MAP
NO SCALE
EVISED TRENCH CONFIGURATION
EXPIRES 12/27/84"
JOB NO. 06002
ALTERNATIVE
DESIGNS
CIVIL ENGINEERING - PLANNING - CONSULTING
(360) 7M9-0098
P.O. BOX 4459 SOUTH COLBY, WA 98384
Q
(1)ft:43 Z°3
CO
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03
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F- Q
SCALE: SHOWN
DATE: 3/27/06
DRAWING NUMBER
06015
SHEET l OF .3
APPROVED
.MASON COUNTY DCD PLANNING SITE PLgN.REQUIRED TO BE ON SITE CHANGES SUBJECT TO APPROVAL .::. .
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