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HomeMy WebLinkAbout008-1083-90-060 L i, G,ST-20 i I- ysc' • DEC '07 2021 w Wisconsin of Canrnerce SOIL EVALUATION REPORT Page_of_ D'vts+or o`Safety vie :wiiclingf,t. Croix C•. . Community tp,v,a0cc!aence ...Comm BE,Wis Aim. Coo. C IIty �5f. r roil Attach compete she plan a er pap no.less Man E 1 x-- in.Pnes in size,Plan must �" include.but no:limited tc ve-tca and honzonta reference poise!BM; direction anc Parcp !D �p�2 Percent slope,same or dimensions nortr.arrow anc location and distance tc newest road. { vut-Kn, - KJ-l; 'J I Please print all information Re •• wed��),y / Date Poona.ntor•nwor rev orwae ma.be used to seconoan p.,r sae( nvac Lee.I 1:.04")(m)' �C!( Y/,�I hilt i I I')-%L ?'i Prpoerty Owner I Property Location 1?d 4 S T N R E.f YJ Pity Owner a Haling Add. Lot a lock a Subd. Name or CSMJt ri 1 1 LD 0 i Print �e �P.,YQ.Q...,fri 1 I .vo /; , �v/-lam`- Dada rr:. °,' ( FL I z»adJ`� . �7 u1v C�17ys' Corwtructlon UseResioentia;Number o'bedrooms_ S Code derived design flow rate 41.5v GPD I❑Replacement :I Public or axrn ner as-Describe Parent material .tj,� Flood Plait elevation if applicable Ail4- 2(it yt t )` f General=marts Syttyev^s(ri and reoorTwnsndalbna: 1 / ///► r t System Type [9G (' 554aY.- k' 1- System Elevation I siT) 0 Boring Pit Ground surface elev. ! l i ft Depth to limiting factor 2 in. Soil AppGceOon Rob Horizon Depth Dominant Color Redox Desoipbcn Texts Struchre Consistence I Boundary Roots GPDRP in. Mosel Qu.Sz. Cont.Cola Gr.Sz.Sit 'Eton 'Ef 2 I 6 -7 j 2 /-7.. �/ Jvi97^ P7,e/. ids . • 6 , 3 20-'10 /� 'f „, -n^'- A✓hif#')j9,0✓iP /L A EB°engpit Ground surface eiev. i l i / ft Depth lo limiting factor i in. sal Appticatbn Rate Horizon Depth Domino Color Redox Description. Text . Slnudtre Consistence Boundary Roots GPDRP In. Mursel Q .Sz Corn.Gator Gr.Sz.Sh. 'Efl#1 'Efilf2 Z- G-r B /0y�,sr, c // 6x. -��jLcl 14- < `( • 3 IF-3o 7 5r.f �, /7 . S •- 5U -rv-- 7f1 Avid Ni.I A-,Ivii, / 1 I i •ohmic =BOD_>301220 mut and TSS>30 E 150 ; , •Efiuert IQ=BOO.<30 np&L and TSS<30 mgA. CST Name (Please Print) f_:1ati CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address / Date Evaluation Conducted Telephone Number 1432 120th St, New Richmond, WI 5401 - /62'6'.-L/ 715-246-4516 • Property Owner arcel ID# Page of Boring 3 Boring# 7 1 RsPit Ground surface it. Depth to limiting factor p in. Sop Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/?F in. Munsel Qu.Sz Cont.Color Gr.Sz.Sh. 'Etf#1 'Eff#2 1 Z ?-zz 7>7 L,/ it l f-. :�' �lrJ / �- " , y 1, r-y0 /U,// 17/ 5 '" /�' �G l ram-- �7 ,,t'l,i J✓i,f ,t% " ,c/ifG � y Boring# ❑ Boring ❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Desaiption Texture Structure Consistence Boundary Roots GPDIW in. Munsel Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'ER#2 Bong# ❑ Boring ❑ Pit Ground surface eiev. ft. Depth to limiting factor In. Sol Application Rate Horizon lepth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPD/tf in. Munsel Qu.Sz. Corti Color Gr.Sz.Sh. 'Efgt1 'Eff#2 'Effluent#1 BOO,>30<220 mg4 and TSS>30<150 moll 'Effluent#2•BOO,<30 mg&L and TSS<30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. S8D.6330 ta.saot Property Owner IZ'arcel ID# Page of ✓ Boring# ❑ BoringKffe v Pit Ground surface el Depth to limiting factor wt. SoilApplication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDfff In. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 Boring it ❑ Boring ❑ Pit Ground surface elev ft. Depth to limiting factor in. Soil Application Rate_ Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlff in. Munson Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 ❑ Boring Boring# Ground surface elev. ft. Depth to limiting factor in. U Pit Soil Application Rate Horizon 'lepth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPDRf in. Munsell Cu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 'Effluent#1 =BOD,>30<220 mg/L and TSS>30<150 mg/L 'Effluent#2=BOD1<30 mg/1_and TSS<30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. sao-uro memo) • Soil Test Plot Pl :r' Project Name Elena Dagner . 1 un 13. . Address 17520 Old Principal Rd /r Heyworth II 61745 CSTM #226900 Lot North Subdivision Date 12/6/21 NE 1/4 SE 1/4S 29 T 28 N/R16 w Township Eau Galle ❑ Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of wood post System Elevation TBD *HRPSame as Benchmark Proposed Lot line Scale = 1 /4" = 10' A B-2 ■ • 300' 60' `.M.8 6% Slope 20' Li 3 30 M. 40' J B-1 92' 94' 230th St. • SOIL TEST LOCATION : ©1DMED JAN 6, 2022 CERTIFIED SURVEY MAP cow% Cro,xCounty PART OF THE NORTHEAST QUARTER OF THE 'fti�C�ii? mumty De:_u,nt rent SOUTHEAST QUARTER OF SECTION 29, Csm -d 0 as -dew TOWNSHIP 28 NORTH, RANGE 16 WEST, TOWN to East 1/4 Corner OF EAU GALLE, ST. CROIX COUNTY, WISCONSIN. _J �- Section 29-28-16 w LOT 1, CSM I g Survey Mark Nail DRAFTED BY: 18/4786 :• J Joel A. Brandt 0.1(6' JB Surveying LLC N89'37'30"E i Glenwood City, WI _ -fence f12 __4 _ 4 0.883 888' I W 33.00 o LOT 1 I; 216,259 sq.ft. n it A I . 14.965 acres o qo o l Z Incl. r-o-w N N- N 0 A W - ^' a 200,761 sq.ft. rA N UNPL TIED d 4.609 acres o LANDS ,, ,n, excl. r-o-w ni --- c l Soil test N N86'53'43"W o Lot 1 is zoned AG-1, Agricultural 465.03' m „ District, which has zoning density 431.97' oN limitations for future development. 33.06' `'' Please contact the Community LOT 2 `" Development Department for more U' A NJinformation. A 216,265 sq.ft. v + A 4.965 acres UNPLATTED a incl. r-o-w N rn LANDS LT! co 200,259 Sq.fl. 4.604 acres PREPARED FOR 1a excl. r-o-w ° soil test Elena D. Dagner `••?� 17520 Old Principal Rd South Line '- 410.64' 33.061 Heyworth, IL 61745 of NE/SE- - . Nw/sw 443.70' 1--sw UNPLATTED N86'53'43"W J I`ol �w LANDS r,,l p N IN LOT 1, CSM Each parcel on this map is subject to State and County o IS' 22/5306 laws, rules and regulations(i.e. wetlands, minimum lot _;* " size, access to parcels, density limitations, etc.). Before r iV purchasing or developing any parcel, contact the Community Development Department and Town Board Southeast Corner for advice. Section 29-28-16 I SCALE: 1" = 200' Survey Mark Nail on lb `W _tilt_ 8 Y1i Ow to 0' 200' 400' LEGEND North is referenced to the 0 Found Government Corner Completion Date East Line of the Southeast o Set 1" x 18" Iron Rebar December 2021 Quarter of Section 13-28-16, weighing 2.67 lbs./foot which bears SOO°22'30"E . Found 3/4" Iron Rebar (St. Croix County Grid System) (0.00) Recorded Data Sheet 1 of 2 Sheets