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03-20-1989 Planning Packet
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03-20-1989 Planning Packet
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Last modified
11/16/2023 3:56:17 PM
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11/9/2023 1:10:52 PM
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ligh available .:ioisture ca- )eir:eability , and Ticdium to The water table in the more a depth of 3 to 5 feet root tone is deep, but <br />Ly in the fim, clayey sub- <br />is high in organic-matter <br />» are very fertile, but <br />)nd well to additional <br />j of Shorewood silty clay <br />)es, in a cultivated field, <br />It north of the southwest <br />i sec. 28, T* 11/ N., R. 23 <br />k (lOYR 2/1) silty clay <br />fine, subangular blocky <br />; neutral; clear, smooth <br />dark grayish-brown (2.SY <br />rong, fine, subangular <br />inn; few pores; common, <br />ings on ped faces; mediua <br />boundary . <br />ve-brown (2.5Y 4/4) silty <br />a, subangular blocky and <br />cture; firm; common pores; <br />atchy, black and very dark <br />I ped faces; slightly acid; <br />iary. <br />ht olive-brown (2.5Y S/-i) <br />;e, coarse, subangular <br />:irm; common pores; thin, <br />films on vertical ped <br />•ganic stains; neutral, <br />lary. <br />: olive-brown (2.5Y 5/4) <br />ne and medium, subangular <br />:iim; many pores; few, fine, <br />mnel fillings; common, <br />yellowish-brown (lOYR 5/8) <br />,ons; calcareous; moderately <br />nches thick. The A hori- <br />•own, or very dark gray. <br />I dark grayish brown to <br />owish brown in color. Tex- <br />ay that is 40 to 50 per- <br />it ranges from 35 to 60 <br />lets than 15 percent and <br />The C horison is grayish <br />I. Texture is silty clay, <br />1, silt loam, or loam, <br />)f the sediments. There is <br />\ a depth of 7 feet. The A <br />:o neutral, smd the B hori- <br />icid. <br />rer in sand content and <br />ronient than similar Kil- <br />il soils. They have a <br />I A horizon than the as so <br />ars better drained than <br />soils. <br />;.s;V,v <br />iiii <br />it®# <br />jf-:-,,. ■'.Y'c::f <br />■kmmmmmSgiSP^m -i :■ ® V- y'- : : -. .•< <br />'v'^.mmmmm wmi^.mmmHi''-:¥9m <br />ifl <br />■ ■ <br />::'V I <br />mmifewiKSSfl <br />szc. 10 <br />il <br />SP^CIAI* E£QC“32IiS2ITS TQR aSSOMJS X2 CSSalBOR STOTI AH2R.Minisua Xraa ^ <br />TO insura Soli^ttioM'^fS^raaoning <br />H-ciiwaY 12 Carr-dor Stud/^ appx ndninum of five wltSS^tiie study area ^ inc.uda^a^^witiiin <br />acres <br />snist <br />of the <br />insure <br />5 <br />accass and C.rc-ala-icn Sian <br />, aoolication nust <br />“*,fsra«sf rf ^ <br />^oad right of way that -s^- scansion of Trunr. Highway 12 <br />of ser'/ice roads ^td/o^>--*® dedicaued to t*-e <br />cast the suhjecu properu/, Sala <br />city. <br />c. sanitary Sewer Availahility <br />THa available S’S^lnSy^^SY uSitfd- <br />development of this „_ig„ within this area mus- <br />Therefore, any i*- cm" occur utilizi^^? '^''^«*toeither demonstrate that i*- -include improvemM-s to <br />S S‘S3S."SS S <br />service will also chat the costs >,«■ the <br />aldSional capacity will b. paid <br />dcv^Xopitt^nH • <br />0. storm Water. Management <br />Site Drainage plaM m^t^® <br />Sr^gSSS Plans Will be caref <br />V,.: <br />V.-.. . •. : ® v:- , -.. .•# ■ tt-i®,® <br />mpMpp--■® -i ■. V -i’■ ■•/. ^ ;./.vi ■; <br />■ V-®'..® ®;: y.®-jr:®: . <br />'# -r•*■#■•.V- v:®-::,::. ® <br />y ■ V . <br />■M <br />U- <br />mMpmmmm <br />t A <br />IXj.rnmm <br />I <br />■ it# <br />• .®-. t-i
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