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Home My WebLink About004-1051-80-000 (2) Wisconsin Departrnent of Commerce SOIL AND SITE EVALUATION Page 1 of 3 Division of Safety and Buildings in accord with Comm 83.05, W is. Adm. Code A.C.E. Soil & Site Evaluations Attach complete site plan on paper not less than 8'/2 x 11 inches in sig. Plan must County include, but not limited to. vertical and horizant 'al reference point (BM), direction and St. Croix percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. Parcel I.D.# APPLICANT INFORMATION - Ph 1311 p, part of 004-1051-80 Re y~ f purposes (Prrvacyw, s. 15.04 (1) (m)). d ~p Personal information you provide may be used Dat Property Own Property Location J -Q)l 7.~. Govt. Lot NW 1/ 4 NW 1/4 S 22 T 28 N,R 15 W Property Owners Mailing Ad&m ,Lot # Block # Subd. Name or CSM# 420 Cedar Street, #55 2 SM / 3 3 7~ City Stale Ziiy ❑ City ❑ Village ❑Town Nearest Road Baldwin W -54002;:. 'r ; y Cady 30Th venuef ❑ New Construction Use: tial t Number s 3 ❑Addition to existing building ❑ Replacement ❑ P or 'be Code Derived daily flow 450 gpd Recommended design loading rate .5 bed, gpoff .6 trench, gpdff Basal area required 900 bed, ftz 750 trench, ft 2 Maximum design loading rate .5 bed, gpdff .6 trench, gpdff Recommended infiltration surface elevation(s) 101.00' at 12" above 100.00' contour ft (as referred to site plan benchmark) Additional design / site considerations Mound to be installed in a "cresenC shape following contour. Parent material Glacial drift over weathered sandstone bedrock Flood lain elevation, ff applicable NA ft S--Suitable for system Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Tank U=Unsuitable for system ❑ S❑ U ® S❑ U ❑ S N U ❑ S® U ❑ S ®U ❑ S E U SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Structure GPDW Boring# Horizon in Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Roots TTrench 1 1 0-5 1Oyr2/1 None sl 2fsbk 2f&m 0.5 0.6 2 5-15 10yr4/3 None A 2msbk 2flm 0.5 0.6 Ground 3 15-32 10yr4/4 None s1 2msbk if 0.5 0.6 elev 95.50, ft 4 32-42 1 5/6 None strat. fs Icsbk mvfr gw if 0.5 0.6 Depth to 5 42-71 10yr6/4 m2d7.5yr5/8 vfs Om mfi - - 0.4 0.5 limiting factor 42" Remarks: Horizon #5 grading to sand stone bedrock near bottom of horizon 2 1 0-9 10yr3/2 None sil 2fsbk mvfr cs 2f&m 0.5 ! 0.6 2 9-19 10yr4/3 None Sil 2msbk mvfr cs 2f,lm 0.5 0.6 Ground 3 19-31 10yr4/4 None sl 2msbk mfr aw If 0.5 0.6 elev 96.14'ft 4 31-35 10 5/6 None Ifs Icsbk mvfr 9w if 0.5 0.6 Depth to 5 35-66 10yr6/4 m2d7.5yr5/8 vfs Om mfi - - 0.4 0.5 limiting factor 35' I Remarks: Horizon #5 grading to d stone near bottom of horizon. CST Name (Please Print) Sign re: Telephone No. James K. Thompson 715-248-7767 Address A.C.E. Soil & Site Evaluations Date CST Number Ref # 340 Paulson Lake Lane, Osceola, 54020 9/24/99 3602 1109 PROPERTY0WWt Bev Timm SOIL DESCRIPTION REPORT ~~os Page 2 of 3 PARCEL LDS P0000-1051-80 A.C.E. Soil & Site Evaluations Depth Dominant Color Mottles Stricture sistence Boundary Roots GPD/ft2 Horizon in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Bed Trench 1 0-8 1 2/1 None sl 2fsbk mvfr CS 2%vn 0.5 0.6 3 mvfr cs 2f l m 0.5 0.6 k 2 8-16 10yr4/3 None A 2msb Ground elev 3 16-22 10yr4/4 None sl 2msbk mfr aw if 0.5 0.6 100.89 ft 4 22-30 10yr5/6 None S Osg ml cw - 0.7 0.8 Depth to 5 30-64 1 Oyr6/4 m2d7.5yr5/8 vfs Om mfi - - 0.4 0.5 limiting - factor 30" Remarks: Ground elev Depth to limiting factor Remarks: Ground elev Depth to limiting factor Remarks: Ground elev Depth to limiting factor Remarks: ✓,4,c% ref"mce ■ So;lObscrVa,~m-~ pwnt. 3/s/„/'cbar I .zt by Sir✓cyor. A El.eda~;or~ ae~ TM~ -)6 J6 EXiSb ny .1erCe /i ne ~,Z p ~ - St. ~"SS C~a.Cdwin, u7~ ~SS~•Z ~t z o~ ,~,~eose~e•S,r(, hw~~ h ~Jry Set. 22~ 7.728✓r, n ,4~~ Idle ~ LL a,1u Parcel 004-1051-80-000 06/13/2006 02:24 PM PAGE 1 OF 1 Alt. Parcel M 22.28.15.344A 004 - TOWN OF CADY Current 11 ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner O - THOMPSON, LISA J LISA J THOMPSON C - SMITH THOMAS D SMITH THOMAS D 3031 30TH AVE WILSON WI 54027 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description ' 3019 30TH AVE SC 5586 SPRING VALLEY SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 17.720 Plat: 3754-CSM 13/3754 SEC 22 T28N R15W PT N 1/2 NW 1/4 BEING Block/Condo Bldg: LOT 2 CSM 13/3754 LOT 2 17.72AC Tract(s): (Sec-Twn-Rng 401/4 1601/4) 22-28N-15W Notes: Parcel History: Date Doc # Vol/Page~f. TnT~ype 12/03/2001 663831 1778/518 / EZ-U 10/06/2000 631288 1549/72 T~j V WD 11/05/1999 613356 1468/500 yyt WD 08/25/1999 15091-94-- 15173 TI more... 2006 SUMMARY Bill M Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 04/18/2006 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 17.720 1,900 0 1,900 NO Totals for 2006: General Property 17.720 1,900 0 1,900 Woodland 0.000 0 0 Totals for 2005: General Property 17.720 1,800 0 1,800 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: 04/17/2001 Batch 511 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 r'JWisconsin Department of Commerce I~[ PND SITE EVALUATION Page 1 _ of _ 3 _ Division of Sa ety and Buildings OR'AIElt~vt~ith Comm 83.05, Wis. Adm. Code Certified Soil Testing Attach complete site plan on paper not less than 81/2x 11 inches in size. Plan must County include but not limited to: vertical and horizontal reference point direction and (13M), St. Croix percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D.# U Utz 49-M APPLICANT INFORMATION - Please print all information. - - - - ' Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Re ewed y ate _ -i_yL1 Property Owner r Ie Property Location NE 1/4 NW 1/4 Miller, Gerald I !m s~~ 6 Govt. Lot S 22 T 28 N,R 15 W Property Owners Mailing Address OYI~ QS~ Lot # Block # Subd. Name or CSM# VA) 317330th Ave. U 2 CSM RtjW ag C C't State Zi Code PhoneNumber ❑ City Village XTown Nearest Road (Ji 1 Wilson WI 5027 715-772-4552 Cady 30Th Ave. iX-i New Construction Use: Z Residential / Number of bedrooms 3 F _jAddition to existing building Replacement ❑ Public or commercial describe Code Derived daily flow 450 gpd Recommended design loading rate •4 bed, gpd/ft' -5 trench, gpd/ft' Absorption area required 1125 bed, ft' 900 trench ft' Maximum design loading rate •4 bed, pd/ft' -5 trench, gpd/ft9 Recommended infiltration surface elevation(s) 99.0 ft (as referred to site plan benchmar Additional design / site considerations install 4'x 95' rock bed mound on 98.0 as upslope edge of rock w/ 1' sand fill Parent material till Flood lain elevation, if applicable ft S=Suitable for system Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Tank U=Unsuitable for system ❑ X U Z SD U L l S NU I CJ S Z U _J S X U G S I Horizon Depth Dominant Color Mottles Texture Structure Consisten Boundary ' Roots GPD/ft' Boring# in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench 1 1 0-4 IOYR 3/2 - sl 2 m gr mvfr cs 2flm .5 .6 2 4-14 10YR3/2 - A Imsbk r mvfr cs if .4 .5 Ground 3 14-30 1 OYR 4/3 - A 1 m sbk mvfr cs If 4 5 elev - 98.8 ft 4 30-36 l OYR 5/4 is 1 m sbk r mvfr cs if .7 .8 Depth to 5 36-56 10YR 7/3 f2f 7.5YR 4/6 fs 0 sg dl - - .5 .6 limiting - - _ __-i_ _ - _ I_ factor 36' Remarks: -7.5YR 3/4 A (0, m, mfi) bands: 1/4" @ 37, 41, 46, & 49; mottling becomes c3p below 50" 2 1 0-3 IOYR 3/2 - sl 2 m gr mvfr cs 2flm .5 .6 2 3-10 r 1OYR 3/2 - sl I m sbk j mvfr cs lm. .4 .5 Ground 3 10-21 I OYR 4/3 - sl 1 m sbk mvfr 1 f n 5 elev 96.7 ft 4 21-30 l OYR 4/4 - sl 2 f-m sbk mvfr I/ cs L 1 f, 3 .6 t2f'T.SYR-476 Depth to 5 30-48 l OYR 5/6 l OYR 6/2 fs 0, sg dl - - '~'6 limiting G. . factor 30. ~ Remarks: 7.5YR 3/4 sl bands: 1/4" 2 & 34, 1, @ 40-40.5 & 1/8" 43 CST Name (Please Print) Signature: Tele Henry F. Grote 715-665-2681 - -Certified $o-ii'I`estin - _ Address g D tg CST Number Ref # P.O. Box 57, Knapp, WI-54749 71/1999 222774 1188 1 PROPERTY OWNER: Miller, Gerald SOIL DESCRIPTION REPORT page 2 of S PARCEL LD.# CSM Pending Certified Soil Testing Depth Dominant Color Mottles Structure GPD/ftz Horizon in Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh, onslstence Boundary! Roots - - - Bed Trench 3 1 0-5 10YR 3/2 - sl 2 m gr mvfr cs 2flm .5 .6 2 5-12 10YR 3/2 - sl 1 m sbk mvfr cs I if .4 .5 Ground - - elev 3 12-26 10YR 4/3 - A 1 m sbk mvfr gs if 4 5 - --r - - - - - - - ..96.6-ft- 4 26-35 7.5YR 4/4 f2d 7.5YR 4/6,5/3 sl 2 m sbk mvfr cs If .5 .6 Depth to 5 35-48 l OYR 7/3 f2f 7.5YR 4/6 fs 0 sg dl - - .5 .6 limiting - - - - - - - - - factor 26' - - _ - - f Remarks: a" - it 1 Ground ` 1 i elev Depth to limiting factor Remarks: Ground ( elev I i Depth to limiting i factor Remarks: Ground - r - elev - - s I Depth to limiting factor i I _ Remarks: 1`4 1 lib 90 c►1 Ll o 0 a 3 1 n Q y j v ! Q4 - r 0 r ~C4 0 w L/I ~ z Q V+'v V