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n outlqt <br />: rates. <br />seem to <br />ws it to <br />This <br />nt with <br />t can be <br />h time a <br />han the <br />3" depth <br />(last 3 <br />this is <br />testing <br />sased on <br />tes are <br />le sites <br />perform <br />:es, and <br />ire done <br />o need <br />e of <br />tside <br />PRIMARY ALTERNATE <br />Lot 2, Block 2 A, B retest Peres too deep and . <br />under NSP easement <br />relocate - retest <br />Lot 1, Block 3 A, B retest Peres slightly too <br />deep, but are <br />acceptable for 2' <br />deep trenches <br />Lot 2, Block 3 A, B, C retest A, C retest <br />Outlet G no sites no sites <br />A <br />B <br />C <br />Perc tests too deep based on mottling <br />Perc tests not stabilized <br />Slope too steep for mound at reported perc rates <br />■ ; -V.:' <br />i 1' <br />■# <br />■V <br />5v'- <br />t K-.-v <br />■V <br />L <br />2935 1U. Jfif <br />St. fimml, 5i <br />6t2-636-U60 <br />March 12, <br />City of 0 <br />Box 66 <br />Crystal B <br />Attn: Ms. <br />Re: File 1 <br />Plent' <br />Dear Jeani <br />We have nu <br />tlon. Th« <br />The street <br />inches of <br />the centei <br />sizing. <br />We would 1 <br />both lots <br />be provide <br />If you ha> <br />Yours ver) <br />BONESTROO, <br />Glenn R. C <br />GRC:li <br />9762b