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Drawing Courtesy of: - <br />���� "esvvl_ bale GRONBERG & ASSOCIATES, INC. <br />i fow <br />�316" �firoltit �k <br />IN LOT of, KIT,CHEL'S SUBDIVISION <br />OF GOV'T LOTS 5 & 6, SEC. 22-117w23 <br />_ HENNEPIN COUNTY, MINNESOTA <br />Ypo:.l 560 Big Island <br />a51 "�c�a�r <br />_ of <br />ass <br />�\ / <br />O' <br />��:��. 10'SeFbAcIG �95, 1. <br />1 - k\ A <br />01— This line follows old fence <br />Psi Veil w <br />i v 6lillding <br />,j Ir%rr} i setback , 'Locatkwr <br />i 0/ .3 p lines <br />It 1 <br />w <br />�. <br />PROPOSED <br />RESIDENv <br />IM <br />S41r corner of Lot 4 <br />per Torrens Case No 4220 <br />F `. <br />H in This area sots <br />rise 25 feet <br />SCALE <br />1"=50' <br />The locotkxi of exlstlnp and proposed Improvements shown harem <br />and the well and/or drain field locatkms staked at the site ore <br />not the result of a property survey Inprovemcnt locntlons are <br />approxlnate. It Is the prop owner's responsilDRIty to deflne <br />Property boundaries and ensure all ons to Improvements are <br />ocated within the plotted site and out of Ina proprlate easements. <br />All separation distances are to be verified prior to excavation, <br />i ���� ��''ti�nf DRAIN FIELD Cdf) CALCULATIONSI <br />§_ore�� �7oa7�ew• y� � 300 gallons per day<gpd) x 2,2 square feet Csf)/gpd x ,80 = 528 sf/df <br />528 sf/df / 3 ft = 176 lineal feet <lf)/df required <br />w° Primary drain field areal 176 if x 3 ft = 528 sf <br />ai Alternate drain field areal 176 if x 3 ft = 528 sf <br />wi$- Soil Boring <br />4 Perc Test <br />LAKE MINNETONKA <br />Job #4082 Vicinity Site Plan <br />F(gure 1 <br />