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3'-^''—7# ^ ' <br />'I*. ••' * '••••* <br />irV*. •.> <br />‘Ww•- •-# (. ** <br />’?-■•;"• *'• •- <br />'ll. <br />uL»’:-f,-.#/N;.|^» <br />:•/ <br />% ' «4 <br />m ■ <br />' ^ k« *.' <br />i?< <br />^ -f"-'!5r: <br />./•... . . . ^ . 1 I <br />"j * <br />’■■^1 ■ ‘••. ■%. *•.*’<» 'T. <br />r.w y v-' •j’f <br />f • V '.i*vV^<?V;.: <br />sl^- .- - , >-,,i I «r • fi* - <br />v,*^ J. , <br />■■;*>-* ,M •.'•••: <br />.'. . S* • ' <br />SITE EVALUATION REFORT <br />FOR JOAN SUEETSER <br />ORONO, MINNESOTA <br />V, <br />!(■'S-Il-8/ <br />>- 'IV » <br />• 3 y ‘ ". *«r, > ..'J-. V.vV-'-- <br />y.^-.W . • V ' ' * • <br />On lUy a-11, 1987 Iw ne« loti, 2 4iul 3, woru tciU-U for Ujlh 4 pnnury <br />«n8 an altcrnatt drainficid sitt;, and the cAiitinj house on Lot 1 ms tested for an alternate site. <br />lot 1 had vory good soils on the alternate site with an avcragu purcol* <br />alien rale of 3.4 minutes per inch which along with the lack of a high water <br />table would allow a standard system should this site ever bo ncidcd. <br />tot 2 had an average percolation rate of 7.1 minulus per inch (holiit t.4) <br />nuuded. Iha altarnale site (tales 5-6) had an average ralo of i.S minulws per inch but also a <br />high possible water table requiring a mound systnm. <br />. . ^ ‘’'“'■•a* P«rcolallon rate of U-9 minutes per inch (tales UA)but with a high possible wator table would require a mound system. Thu alter­ <br />nate sue had an avciage rate of 14.4 minutes per Inch (holes 5-6) but would <br />also require a mound system because cf the possible high water table <br />. 'I i'"* ^or the lots, a specific system design willbe heeded for each lot. <br />If there are any other questions, please contact mo. <br />Sincerely, <br />FEHCOH. INC. <br />Hark S. Gronberg <br />PCA certified <br />^ ,' 4* <br />M. <br />■ vn <br />.^v <br />- v?<r-; <br />1 <br />V <br />r * <br />- •; . <br />• ■ <br />1 ■'s <br />■ S’. <br />I w*« m <br />• , -f i T * <br />I w V ^V4t* • - - <br />vt; : . <br />4'. " ?> V5 <br />. ♦ - a * • •’ . . ■ <br />-'4 V ‘ •• <br />* V U^k* ' A a <br />[ Iv'V“' '• <br />l .i—‘-vyeA { ,*.•••'■«*. <br />fA# >I»'S . Ve ' ^ <br />»>- <br />» 4 ' *. • <br />-Jt,;;. ••• <br />s V a» J-. . . <br />- i* ^ V ^ ^ <br />■■ <br />4' .i' <br />. ir <br />•f.- V * *# <br />•. tv <br />f> af^Vs .»•v' <br />f <■/ .!«aw. ; <br />» » • • -I- <br />I •a *•# «''T* *' I ., *•*#. ./ <br />f <br />I . <br />f U ^ <br />I . ./ <br />t.' <br />\ . ;s <br />» a - • <br /># : <br />* k »• ♦ <br />i • <br />. J. <br />• • • <br />V . <br />• •1 <br />it.’ ' « k.-- <br />Wt.a#4 ^444'." '•' '•■ -*V • . * <br />.. eer» I * <br />^ S**'^4»4| 4* ^ A • ■ S <br />:1 <br />3'- <br />............- " <br />» < a <br />,V <br />.» V . ^ . i <br />. V’, ■ >5». »• - ,. <br />•- ^ -m • . I * “ <br />a <br />*!' ;a <br />I <br />>.v <br />SRtWMPP . •• w . *4