HomeMy WebLinkAboutSite PlanDrawing Courtesy of: -
���� "esvvl_ bale GRONBERG & ASSOCIATES, INC.
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IN LOT of, KIT,CHEL'S SUBDIVISION
OF GOV'T LOTS 5 & 6, SEC. 22-117w23
_ HENNEPIN COUNTY, MINNESOTA
Ypo:.l 560 Big Island
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01— This line follows old fence
Psi Veil w
i v 6lillding
,j Ir%rr} i setback , 'Locatkwr
i 0/ .3 p lines
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PROPOSED
RESIDENv
IM
S41r corner of Lot 4
per Torrens Case No 4220
F `.
H in This area sots
rise 25 feet
SCALE
1"=50'
The locotkxi of exlstlnp and proposed Improvements shown harem
and the well and/or drain field locatkms staked at the site ore
not the result of a property survey Inprovemcnt locntlons are
approxlnate. It Is the prop owner's responsilDRIty to deflne
Property boundaries and ensure all ons to Improvements are
ocated within the plotted site and out of Ina proprlate easements.
All separation distances are to be verified prior to excavation,
i ���� ��''ti�nf DRAIN FIELD Cdf) CALCULATIONSI
§_ore�� �7oa7�ew• y� � 300 gallons per day<gpd) x 2,2 square feet Csf)/gpd x ,80 = 528 sf/df
528 sf/df / 3 ft = 176 lineal feet <lf)/df required
w° Primary drain field areal 176 if x 3 ft = 528 sf
ai Alternate drain field areal 176 if x 3 ft = 528 sf
wi$- Soil Boring
4 Perc Test
LAKE MINNETONKA
Job #4082 Vicinity Site Plan
F(gure 1