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GRAVEL "STORM WATER'
CATCH @'-O' DIAMETERX 9'�" WITH 2 - 6' PERFORATEDDRAM RUN TO DAYLIGHT
2 - 6' PERFORATED DRAIN n
TILE FROM CATCH ISASIN T
TO DAYUlGHT Q
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8' 6lk
12'-0"
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FLOOR PLAN
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KEYNOTES
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C1. 12' diameter, 3'-6" deep storm water catch basin. The catch basin would be filled with 1 Y:"
sewer gravel with a discharge of (2) 6" diameter perforated drainage lines connected to a
drainage field.
C2.)
—24" wide "French Drain" along the north side of the proposed garage.
tC4.
3.) 2 downspouts connected to a (1) 6" PVC line
�—� 5 feetfrom the corner of the proposed garage, the ditch would be widened to 4' and extend
approximately 80 feet. At 3 locations along the ditch there will be vertical piers that will extend
10 feet deep or to a point where bedrock is encountered.
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North
Scale: 1" = 30'
Mr. and Mrs. Brian Pauling Residence
Town of Hunter, Sawyer County, Wisconsin
Stormwater Management Plan
For New 3 Car Garage Addition
JL CONSTRUCTION MANAGEMENT, INC.
off Tulsa, OK
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