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032-2126-40-000
Depalkow ci al pha! kr/~_SO1 A1VD A /`K AL 4 `' '51 rion of Safety and Buildings lPage / of au of Intdrated Srvices in accordance wit 309, Wis. Adm. C• ch complete site plan on paper not less than 8 1/2 x 11 inches' si±e Plan mu 'County P P P Pe .�,, c\ , include,but not limited to: vertical and horizontal reference point(BM),directi4and. .: t, 5) (_ C‘x percent slope,scale or dimensions,north arrow,and location and distance to nearest toad. Parcel I.D.# ° C,30) /, — -66-6 APPLICANT INFORMATION- Please print all inlprmation. -• Rev ea-b Date �/ Personal information you provide may be used for secondary purposes(P vacyi.aw s.15.Q4(1)(m)). I 5/7 Q 1-- Prope�Owner ,- Property'tibcation'�1d ✓ ,`:L\A-2D 7-r,LT F Govt.Lot �, 1/45ctj 1/4,S,j T...30 ,N,R /c E(ore Property Owner's Mailing Address ---... Ldt# 'Bksck# Subd.Name or CSM# 13 5? AkA,IAA-uV\Fc TR Z`1 CA,,Abp a /1 o City State Zip Code Phone Number CI City 1:1 Village Va Town Nearest Road �:ry ILYL I siit)i(n I (7 S )sick-6 31 -sr - sue+- I P<,.ce.-..t Ifs [ N pngt ton Use: RI Residential/Number of bedrooms 3-1-1 Addition to existing building ` (.90°Replacement ❑Public or commercial-Describe: Code derived daily flow gpd Recommended design loading rate , 7 bed,gpd/ft2 ' ' trench,gpd/ft2 Absorption area required S-7 bed,ft2? trench,ft2 Maximum design loading rate • -7 bed,gpd/ft2r_e__trench,gpd/ft2 Recommended infiltration surface elevation(s) '?G•5-c) Low-Q(9S--. 5-0 ft(as referred to site plan benchmark) Additional design/site considerations Parent material 4 J 11 Flood plain elevation,if applicable �19 ft S = Suitable for system Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Tank U = Unsuitable for system [i S ❑ U WS ❑ U S ❑ U (OS ❑ U ❑S [ U Cl Sf SOIL DESCRIPTION REPORT Boring# Horizon Depth Dominant Color Mottles Structure GPD/ft2 g Consistence Boundary Roots in. Munsell Qu.Sz.Cont.Color Texture Gr.Sz.Sh. Bed ,Trench b-iz I6 yf ly 5%1 1 fr\o-‘31`x_ 1,^&F-Q.. CS \UT— z 3 2 17,--Ire ko 3/6 - LS I w■.5 CS 5 Ground elev. 91-f--/-D ft- Depth to , limiting factor ' 7,8` in. ' Remarks: Boring# t 0-13 \©p_ 3 % y — -.-5,\ IY \e. iik, C5 \ OF Z : 3 Z V3--V-10y2_ / 4 L-S \ok5,1 YAP c5 - Ground elev. ci ft. Depth to limiting ' jalpr Wit in. Remarks: . CST Name (Please Print) /i ..ture = Telephone No. /—dam Schijraker- ,--,, 0 id)2---9 3-`-10 Address Date CST Number 2-1l3 8U S±. 3amC sQ-i-, (--3i SyoZS S-?-oo z-3-5o9 r SOIL DESCRIPTION REPORT PROPERTY OWNER Page 0- of PARCEL I.D.# Boring# Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots . GRD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. Bed .Trench 3 1 b-4 i • 5,‘ IN-Ac-Q LS- F :3 LI-C\ 0 'I ' _ g Ground elev. /04 0 oft. Depth to limiting factor et( in. Remarks: Boring# g.4.% Ground elev. ft. • Depth to limiting • factor in. Remarks: Horizon Depth Dominant Color Mottles Texture Structure GRD/ft2 Consistence Boundary Roots in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. Bed Trench Boring# tioko Ground elev. ft. Depth to limiting factor in. Remarks: Boring# ,16 Ground elev. ft. Depth to limiting factor in. Remarks: SBD-8330(R.9/98) PAGE 3 OF 3 NAME �TV c.�'� LOT#a 41 LEGAL DESCRIPTIONSw 1/4. 4.1 4,S S T3o,N,R 14E(or)HV SCALE: 1"= lC/� BM 1 ELEVATION On. (� BM 1 DESCRIPTIONna;(1 n,/V BM 2 ELEVATION ( X3 -C) BM 2 DESCRIPTIONS 1 e„Lvoi Paso- w 1 floc SYSTEM ELEVATIONv91 e( q b• top U) r 9 •613 _. 1< I ALTERNATE ELEVATION ti(14 CONTOUR ELEVATION �/� pre FL. ec: 1314% 140* 3W`‘ $t n i3t. • `7 • g3 SIGNATURE DATE S-71-2-- QC) • 0 / ,./c9 / o v,°I so I / o_ j1 �/ , 32 / ./c. /229.77 / 4 [ :/ .,i, °-\\\ V • \ oZ / vti�P�52� 1 �/ i - 5 / G,cc, C'/_ 4% 3.034 ACRES in . / / Pte', 132170 8O FT 7 In 2, / e a , O L b CD N. N. i 0� N 87°19'40" E 182.89' • 5' O* / 8 87°19'40"W 182.89' PGG� 5� \ • • a �o N:.', 16"E��4 r NO 'Ps _ 0 , 119'— _r} ����� r� _F°-• ''� 4��C'CX a — �P� o /• • �' __ ____ . ./ 23 e''° ?° 24 HOUSE / Zg% e.�\ \ �9 / 4 4e• /I 4 3.008 ACRES G WEI_LS i 1J N 11,� \ N • it? ' 131007.50 fT � ? I4_ SHED BARN 0 3 23 N \ 1 3.172 ACRES ' A 1381 8 80 FT ‘9s• ,�, 1 c 40,15 H.W.L. = 952.00 i SEPTIC_ ,.N �!-� • ❑ Z`o'o NA z POND / f m' • ag, O w•• 36.31' Sv4. .c. / t� ) ,/ 4fP__ 3 I I 15,101 ■ ger4e `-'0, ‹, te 3.080 AO Es l as d/• I134841 SO FT • f'�n+ A \\ N. 0 6 1, % Airirov .. �y s' 1 • / , H.W.L. _ °°�2�° `mod �/ • •��d 954.00 vv � 5�'o L1 N .°Y8 0o .W 234.68' 1 / • cia I Parcel #: 032-2126-40-000 05/04/2007 04:18 PM PAGE 1 OF 1 Alt. Parcel#: 5.30.19.1132 032-TOWN OF SOMERSET Current X ST. CROIX COUNTY,WISCONSIN Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type 00 0 Tax Address: Owner(s): 0=Current Owner, C=Current Co-Owner O-PETERSON, CURTIS E TRUST CURTIS E TRUST PETERSON 1631 28TH ST HOULTON WI 54082 Districts: SC =School SP=Special Property Address(es): *=Primary Type Dist# Description *407 172ND ST SC 5432 SOMERSET SP 1700 WITC A VI ii Aldi. -41P - 511/1.414 Legal Description: Acres: 3.306 Plat: 0167-CHABRE 2000 SEC 5 T3ON R19W SW SW LOT 24 PLAT OF Block/Condo Bldg: LOT 24 CHABRE Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) (i-T-7/ Yolo- 4.4)zi 05-30N-19W SW SW Notes: ! - .14)_ / Parcel History: V Date Doc# Vol/Page Type C 3 f / 12/31/2002 704152 2096/389 WD 03/16/2001 640631 1602/681 QC 08/01/2000 627330 1530/438 LC 2007 SUMMARY Bill#: Fair Market Value: Assessed with: 0 L st Changed: 07/24/2003., Description Class Acres Land mprove Total State Reason RESIDENTIAL 01 3.306 58,500 136,700 195,200 NO Totals for 2007: General Property 3.306 58,500 136,700 195,200 Woodland 0.000 0 0 Totals for 2006: General Property 3.306 58,500 136,700 195,200 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 ocno En72 • d o d 5 c Con C N I A 3 n v w c 3 o �' (1/14) 3 :-r I `A x• = � K O g Z Z z o z 0) o o . d gy O O m Q m !i 0 CT CO °C • a m m m - g i o ° N M CA • ao 3 3 N 0 -, .4 2 PI O 09 C CD CD (D n ' 0 N p A7 3 a a o A lJ `e o <- t►i E DT 3 0 a D) A O a o (1` Z D CT a rn a N -� W m c o o a m '' o o < 'I C) r Uf cp Z oo co co oo 3 3 p cr■ cn Z 0 0 0 ' �• o 3 CA w to o CM o o- o _v, 0 Q 0 `2 W A a N N fD . 7 - D7 -0 3 m N) to -P Z l =h z z o O m 5 m �• 70 CA Cy CD C N CD w CD a z 0 0_ ? 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