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032-2176-20-000 (2)
I .. Pam EGopeR/8 v 1/6---A'S : ('' MR 2 Vetop,A ie-A.,7– % 79A #4,vsE•vo 10C9 A1.4/.v sr R -17 ivi.vt-', A v. 5„ -0G , toS/• 398 -/ /62 o 1Msconsln Department of Commerce SOIL EVALUATION REPORT Page / of 3 Division of Safety and Buildings in accordance with Comm 5 s' �Qlf -rode c« 57 CPO% x Attach complete site plan on paper not less than 8 1/2 x 11 inches size.Plan'must Include,but not limited to:vertical and horizontal reference point(B ),direction and p. .- ID. /7 d f„� /1 2 1� W V percent slope,scale or dimensions,north arrow,and location and stance Ro nearest toad. O JO` Please print all information- ` -" 'Re ed by Date a Personal Information provide may be used for secondary es(P LeW s:-iS:Od; I ) 7 ortn Y�Pro Y 7 P�P� ( �Y t k t )i r C� — 1 (� �_ / Property Owner ropPCtick ?(id►+ - S I/ 19 g/A¢j�t1t' ('seFF) 73o,4 /M4•J Govt.Lot 1/4 1/4 S /A.T 3t2 N `�R 1 t(or)W propg Z Owner's/ 2ng Address Lop Block it Subd.Name or CSM# L/7' spe- (S (Y Tom`- U- - • , . Ar 11 City 4/EW State Zip Code Phone Number ❑City ❑Village ( Town Nearest Road Rfatna,Vp 1W/. 1 Syo/71 ( 7/S)2% •-386 5eme,eJE-7-- I /4.o . -lac . 124 New Construction User Residential/Number of bedrooms 3- y Code derived design flow rate 1/5-0 la D) GPO ❑Replacement ❑ Public or commercial-Describe: Parent material 54.UD7 OPT lel4- Flood Plain elevation if applicable ft. a General comments '""Alt.-4 Tt-STtZ7 50/r4/3L€ J/.? 44 lAvvewr/ow-tL-�/ s i,vpea0A)7 1-) cvrS — /31eD/ FvSee ce /s ;;; / -Qhr iff A I Boni # Pit Ground surface elev. ft. Depth to limiting factor>/O in 7 -I 5+� , SoA Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots. GPD/ff M. Munsefl Qu.Sz. Cont.Color Gr.Sz Sh. •Eff#1 'EQ#2 b• g AO 313 L /fa 4 11e ce0 3f . • 2 1• ft /op 3/ L hfs'x 6P cw //4- . y . 3 //z, ioyk 4 5/4. fs,,e Oft r'&2 / f . 8 '..;• /a' AMEMIWAIE If Ai f• 'w • . s • 8 . 5 , • z /0 ,4 f 0 TEN= 4i4 lc,. a- s — , z • 3 , li FROM 4/0"— $_ " IF' (Q , 2 // �o y ' 5/7---__!_-----,,,,--4e_ o"S- „if • -' /• 1_, I 2_ Boring# O Boring /% D >�� O. Pit Ground surface elev. ft. Depth to limiting factor in. I soft Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/If 1 In. Muns eil Qu.Sz. Cont.Color Gr.Sz.Sh. •Eff#1 *Eff#2 / .0- y 1org y/y L / 4é _ Avi >P ew .3.-7 , .. .6 z j• lo s W yO — SA /Aske 447'/ i s /r ( 2 ) • 3 3 r7 20- 5 3.5yg % z5 /40 fit, _ dJ es - 1• Z is-,I, 04 5 4 — s O, d ' - . 7 1- • ) •Effluent#1 =BODs>30<220 mg1L and TSS>30<150 mg&L •Effluent#2=BOO <30 mgA-and TSS<30 mgA. .•/ CST Name(Please Print) 4 Signature e 1 R 06e,r- 7/4/'ie4 7 ' 22.6,3 S Address Date Evaluation Conducted Telephone Number Ulbricht & Associates )2;141 2 //-- 3 7/S• 77a.,• 3 yyz„ Private Sewage Consultant3 2812 10th Ave. 2'01°- , g0 .611° Spring Valley, WI 54767 4/g/sg 5 -c. // -032 sg /SE SEo. // For issuance of permits and designing Contact:Ulbricht&Associates Se 0/5-40 ss •C. /z o31-•?.o tic • SO • o 1.5 Registered private wastewater consultant and plumbers 2812 10th Ave. 4,ev/SG{J See- /2-- Spring,Valley,WI 54767 o3 y • 2,04S• y0 • Z.e t, , 715-772-3442 0giGL „ .1 1. f oief-gD/cr•4.✓ Lo r .2__d .2 3 Property Owner_ Parcel ID# Page of 3 Boring# ❑ Boring /02.0 .>”9.a,Wi. pit Ground surface elev. ft. Depth to limiting factor in. ' Sou Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPO/If in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 / 0-q /a%, 3/y — 5/c /fsh4 444.0 914) 3-f . .- .3 2- 9•/6 . ale rfao ---! SIG 2fsbie n i,j• Div .Zf • s .8 3 /63(p 75 f s/L i,'r44 •14,/' vets — . 2. ,. 3 lit 361o_log. /q >f. S O, sci d', . 7. 1. 2-;- . Boring# El Boring 7.15' V Pit Ground surface elev. ft. Depth to limiting factor 36 In. Rate Soil Application Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff In. Munsell Qu.Sz. Cord.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 / ° -sy loge-2/3 .SiL /ts6 4n,• pi . .3 Z Sy-71 my, 3/91 Cl 4 if-tots /G //Sb • L . 3 Ar364-- 7e" s'.//2 f' ZfNsvf`r ''' r' e o a,v ?aw rs. Boris# ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting ctor in. soil Application Rate Horizon T Depth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPD/IF in. Munsell Qu.Sz. Cont Color Gr.Sz. :h. 'Eff#1 'Eff#2 r , J .. i i r 1 Boring ❑ Boring # ❑ Pit Ground surface elev. Depth to limiting factor In. Soil Application Rate Horizon Depth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPM' i ' in. Munsell Qu.Sz. Cont • . Gr.Sz.Sh. 'Eif#1 'Eft#2 ■ • . . 'Effluent#1 =BOD`>30<220 • and TSS>30<150 mgA. •Effluent#2=BODe<30 rngA.and TSS<30 mgA- 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. SRD II70(8.6/00) ■ a ,4-J. T <a T -v--e._ Nf_.- ‘..... b.--,■ p a Cn d _ ■ D` a u .i , V. v -/" ' \ .- ____________\7 __c.. °� O 'N. ___A--------------------------.N\ 0 o_ v _ ' I N L ..e.,v\ I. c —;c. ,1 d J . Cr , 0 AV c -cls: ) - ..:71 -11 . (1\ 0 1 y � • i \1 u D 0 Z.______ .........e, 4 11 '2. tb w • 570.18' c? . iv E9 • n m © N • CD LOT 9 ; I I W CD 3.0 ACRES 0 • N 0 in C.B.A.=2.3 ACRES CV °_ CO °a N y LOT 16 ° O 3.1 ACRES W 0 ,�... �Y1- ,v •® ® C.B.A.=3.1 ACRES o ® I Ei . a 575.47' 2r I • •. N �Iy�r ® te1T 17 N 1D �" '• 3.OACRES O0 • \ • / C.B.A.=3.0 ACRES /i • . 642.67' .7 388.95' 0 IC • LOT 18 ® ®3U ACRES '6"W% CAA.=2.4 ACRES F41F T to • O co /..,... / LOT 19 W - N w O fay 3.0 ACRES OS • r 7 ,., C.B.A.=2.7 ACRES Cr) ... .:_si N 9 LB O.=926.4 N CO 0 C ® 563.71' I 291.23' ' LOT 20 1 r r �- 3.0 ACRES "4Y f ONi)0`1; _ C.B.A.=2.7 ACRES �: r 9 9� 9 d L.B.O.=926.4 ••.,Pow.,ry N co ® r �� i 1 0P C.B.A.=1.9 ACRES �J ■ • 71.48' 336.96' ♦ 889°34'47'W 372.54' LOT 22 to 3.0 ACRES CJ ® M J F- r N n 1OQ T vi LOT 21 ® W ��� O� co 3.0 ACRES C') 47 J,B.A.=3.0 ACRES )V s©p Lo M9 I ,, - O N N J W W t0 1 in in _ O O N 22- Z C.B.A.=0.96 ACRES POLE SHED FIELD HOUSE DRIVE EXISTING DRIVE 22403.' 371- 61' fly 160TH AVENUE gv 1319^.70'• S89°14'08"W 223.78' 4 S S89°14'08"W P EXISTING CENTERLINE m SOUTH LINE OF THE SW1/4,SECTION 12 MIar1[rLt:\T IED [L/M 2 \ 1 X04 \ N7© 1 Vii& L (,,- '__(s, 'NERS: I DEVELOPERS: Parcel #: 032-2176-20-000 03/26/2008 04:58 PM • PAGE 1 OF 1 Alt. Parcel#: 12.30.19.1505 032-TOWN OF SOMERSET Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type 01/28/2004 00 0 Tax Address: Owner(s): 0=Current Owner, C=Current Co-Owner 0-TI MAGNUSON ENT INC TI MAGNUSON ENT INC 1638 83RD ST NEW RICHMOND WI 54017 Districts: SC= School SP=Special Property Address(es): *=Primary Type Dist# Description * 1605 83RD ST SC 3962 NEW RICHMOND SP 1700 WITC Legal Description: Acres: 3.010 Plat: 09-099-LAKESIDE ESTATES 1/22 032-04 SEC 12 T3ON R19W PT SW SW LAKESIDE Block/Condo Bldg: LOT 20 ESTATES'04 LOT 20(3.01 AC) Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) 12-30N-19W SW SW Notes: Parcel History: Date Doc# Vol/Page Type 11/10/2005 811724 2925/680 WD 01/28/2004 752813 9/99 PLAT 08/22/2003 736985 2385/383 WD 09/27/2002 692047 1991/540 QC more... 2008 SUMMARY Bill#: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 08/10/2005 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 3.010 60,000 0 60,000 NO Totals for 2008: General Property 3.010 60,000 0 60,000 Woodland 0.000 0 0 Totals for 2007: General Property 3.010 60,000 0 60,000 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch#: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00