HomeMy WebLinkAboutCOM Plot / Site Plans - 6/17/2003 _O
—WL— 100 - 102
WL 104
106 000c
WL 108
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/ MASON COUNTY DC / `' �
SITE PL REQUIRED E ON SI 4
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\ 1100 GALLON SEPTIC0 TANK 3G SEWER MANH LE
1100 GAL. SURGE TANK/PUMP STA. N 86'41'55"
BENCH MARK SET TANKS AT ELEVATION 96.40 0 426.0'/
TOP OF PIPE = 100.00 SEE DETAILS IN ON SHEET TWO.
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4- NOTE: THE DRAINFIELD EASEMENT FOR Tl
108' BY 35'. THE USE OF BOTH BUILDING
�J BUILDING ONE WILL HAVE 2 BATHROOMS
BUILDING TWO WILL HAVE 2 BATHROOMS
<v FIXTURES WILL BE 4 URINALS, 8 TOILETS,
THE FLOW FOR BUILDING ONE WILL BE 11
3Q' WILL BE 250 GPD. TOTAL FLOW = 360 G
/ WITH AN INFILTRATION RATE OF 0.8 GAL
USED FOR DRAANFIELD SIZING BASED ON
N 87'08'25" W / EXPANSION OF THE DRAINFIELD IS POSSIE
C9 �k ® 208.77' OF THE EASEMENT IF A MOUND DISPOSAL
-- 0 100 / SEPARATION BETWEEN THE SEASONAL GR
102 104 BOTTOM.
WL. 106 �MM
WE 108 CB#D2
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1100 GALLON SEPTIC TANK
EXPANSION OF THE DRAINFIELD IS POSAiFsLE uN i r' TO
I THE EASEMENT IF A MOUND DISPOSAL FIELD
pDWATER EgDNDOTHETTREt,:;;H A(E
OS'25" W OF
SEPARATION BETWEEN THE SEASONAL GROUND /
208.77 ' BOTTOM.
—102 104 106 / CB#D2
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WATER �1r° \16 87'08'25" E 167.94` 'wry
12„ 12"
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EASEMENT EASEMENT
35 FT 40 FT
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51/ co ® 208-77'
100
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VVL 106 108 110
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1100 GALLON SEPTIC TANK 36" SEWER MANH LE
1100 GAL SURGE TANK/PUMP STA. N 86 2655%", W
BENCH MARK SET TANKS AT Fl FA-n0Nl Or, n.n o
FTy� SFF
E F OWYFOR BUtt:DING DLO ".,LL 360 GPD.
TOTAL ,`..� r- GRACELESS DRAtNFIELG•
250 .��+ �,. 60 FEET
WILL BE r, �r ON USING A ERLY louvj AT
�I' BASED ON THE NORTH
l , „-n-� SiZ�N� TO GET ADAQUA
;�,,, ems_ DRIANFIELD IS POSSIBLE 'ON IS USED
USED FOR E DRAiNFIEL.D RAND THE TRENCH
EXPANSION OF A MOUND DISPOSAL-. FIELD
OF THE EASEMENT IF EN THE SEASONAL GROUND WANE
SEPARATION BETS
BOTfOM•
CB#D2
6 �Og 0�.. 167.94 to
87'08'25" E
0 �
1 1,/.2a
WA DER
EXlST1NG DR AINFIELD
_ 122 DRAtNFIELD BASEMENT `L
EASEMENT 40
35 FT
FOR PENINSULA
CREDIT uNI0N
SD
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CB#6 17/
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3 SID THICK
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TO HELP
�u N 87.08'25"
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