HomeMy WebLinkAbout20241101ASP to Staff 8 - Attachment well house plan.pdf 47 / / *Connect PCV to Check valve with a minimum 1/2"pressure supply line
0.56 Ac.
Cla-Vol 61-02 2 I O
I Pump Control Valve o O N
Check Valve �O
Clo-Val 52-03 Discharge
4"D.I.poing throw haut Surge Anticipator Valve
pumphouse system o �, a�
I 6"Thick concrete slob
Discharge Outside dimensions 9 x 13' a
Rebor reinforced with 15 bars g
at 12"O.C.
i I WELL I
/ 0.2J A. o
Ex. well- 10"casing with g �
Fence has b n removed pitless adopt (Previously
approved an constructed)
I S ALE 1 50' �
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6 x 4"reducer
/ I I Well
I
reducer �J 6"x 4"
I Se detail on this sh I
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I Ex. 6"water(C-900) 0
S
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��0 rarsmis Distribution system W
line C-9 )
_ Ex. 6"water(0-900)
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The construction of the well house will be a simple 2"x 6" a � O
_ ---- construction. Because of the basic nature of the structure, it will be w w 2
a design/build for the contractor selected by the developer. The o __j
developer has chosen to have the exterior of the building finished with = LU
on economical batter board until Lot 47 is sold. At that time, the
developer will work with the homeowner to finish the exterior of the w w
well house to match the exterior finish of the home. Although the z
ownership of the well house will be to Apsen Creek Water Company,
the building will appear to be an out building for Lot 47. _
to
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Pad elev,6184.50 8'x 12 pump house building
OHbo
To system Pressure gouge I 2'
Check valve 7� From pump
P
4'Tee 4'90'Elbow
/ Do li ht line from 618J.50 foundation 4'90'Elbow 4"Tee ti
S elevation to existing ground.
------------------------------ --------- --- - -----------------
Flow arrow(typ.)
SCALE 1" = 5' f Pressure Flawmeter
O SuPPY line O qa m
s Surge anticipator
va ve Pump control valve 4'standard access oor
eel z M o
A z ~ N
6"Dia. drain w Jx 3' Q N
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sump filled with I"drain a z o
rock to a depth of 4' S\ Q ^
-- under slab O O ^
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h � J
Shut-off valve for ono
system isolation ��- z
z �
W N 7
1 s reE�j z ak N
4"discharge 4"discharge Z w ^
(screened) screened w Z
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