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septic testing for subdivision
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1225 Orono Oaks Drive - 35-118-23-34-0012
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septic testing for subdivision
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Last modified
8/22/2023 4:59:07 PM
Creation date
5/3/2018 2:28:35 PM
Metadata
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x Address Old
House Number
1225
Street Name
Orono Oaks
Street Type
Drive
Address
1225 Orono Oaks Drive
Document Type
Septic
PIN
3511823340012
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{ <br /> • <br /> r ") � r tF"il 1 i <br /> An Expansion ofS Engineering Services Inc. R j" • ' ; ) <br /> 6 cdvcda 6tZ <br /> l' u.,,Sf`•�on"C.; <br /> x:33 S.county N.111,P.O.Boz 35!%, !612fi41.56370 �- <br /> U 3210 G.Itch Ammo,M.iUrj.124.55743!2181,23Z:09F.K a fVec.:ato vrn r <br /> (i Cao in [1 i;Li;Z:;:itii NO Oa*Manus No..&.Ckoutt.ktn.6 1/1112.2534S40 <br /> C.¢.m nose v.t_ vY.,h�s•* .-. <br /> 1 <br /> August 31,_1978 <br /> Centurion Company <br /> 15500 Wayzata Blvd. <br /> Suite 742 <br /> Wayzata, Minnesota 55391 <br /> Attn: Mr. Richard Neslund <br /> Re: 77-510A TESTING FOR SUBDIVISION <br /> APPROVAL <br /> Orono Oaks Subdivision <br /> Orono, Minnesota <br /> Mr. Neslund: <br /> 4 <br /> As requested, we have conducted a complete series of perco- <br /> lation tests , in accordance with City of Orono ordinances <br /> to assist in evaluating the soil and soil absorptivity for <br /> individual sanitary systems for each of the lots in the above <br /> subdivision. Soil borings were also conducted in a few of <br /> the lots, where equipment. access was possible , to determine <br /> the general soil types and water conditions . <br /> The locations of the borings and percolation tests are as <br /> ' shorn on the attaches sketches. Field locations were deter- <br /> mined <br /> by topographical features as well as staked lot corners. <br /> Surface elevations were interpolated from the contour elevations <br /> shown. on .the, preliminary plot furnished. <br /> Investigation Methods <br /> Heavy brush, trees, and slopes made it possible to conduct <br /> only a few of the borings, as well as percolation tests using <br /> a CME-45 truck-mounted power auger unit . These features made <br /> it necessary to drill a majority of the tests with hand augers . <br /> The soil classifications and depths as shown on the logs were <br /> inferred from the soils brought to the surface by the continuous <br /> flights of the auger. The depth of strata changes is thus <br /> considered approximate. <br /> CONSULTING ENGINEERS/SOILS AND MATERIALS <br /> Tsst Germ-^.•Foundnt+cn Enpinnannq and iib commnnel Lvon3•In;psction o4 Conturctwn•MAN.&-lemony of Sods.Conueta and t3uddmy Component3 <br />
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