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Home My WebLink About020-1075-35-110 Wisconsin Department of Commerce SOIL AND SITE EVALUATION Page I of 3 e Division of Safety and Buildings in accord with Comm 83.05, Wis. Adm. Code A.C.E. Soil & Site Evaluations Attach complete site plan on paper not less than 8'/z x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference pant (13 reetion and St. Croix percent slope, scale or dimensions, north arrow, and location i t 1O~ne~rn~t road. T__.~ Parcel LD.# APPLICANT INFORMATION - p/ease pri " ti n `j 1075-35-110 . Bate Personal information you provide may be used for seconda es (Pri s. 5.04 (1) (m~). Revi ed By oZ /O Property Owner roperty tbcaoon Midwest Bottle Gas Co. / Jim B 010 ° W ? ) ' ovt. Lot SW 1/4 SW 1/4 S 27 T 29 N,R 19 W Property Owners Mailing Address x" ock # Subd. Name or CSM# 3600 H 157, P.O. Box 429 pc1:01 7 CSM Vol. 8, P g. 2220 City State Zip Code o ING OFF ~2~ C' U❑ Village ZTown Nearest Road La Crosse WI 54602 71 - 070 - Hudson Brakke Road Z New Construction ❑ Residential / Numc~f b J Addition o Use: g b ' ing ❑ Replacement Z Public or commercial describe Art Gallery & Warehouse stor e Code Derived daily flow 400 gpd Recommended design loading rate bed, gpd/ft2 .8 trench, gpd/ft2 Absorption area required 0 bed, ft2 0 trench, ft' Maximum design loading rate .7 bed, gpdfft2 .8 trench, gpd/fF Recommended infiltration surface elevation(s) 94.50' ft (as referred to site plan benchmark) Additional design / site considerations Install trenches using high capacity infiltrators. Parent material Outwash s & gr. Flood lain elevation, if 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 1:1 U ®S ❑ u ®S El U ®S ❑ U ❑ S M U SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Structure GPDfft2 Bodng# Horizon in Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots Bed Trench 1 1 0-16 10yr2/1 None sl 2 thin pl mvfr as 2f&m 0.5 0.6 2 16-22 10yr2/1 None sl 2fsbk mvfr cs If,m,c 0.5 0.6 Ground 3 22-30 10yr3/2 None sl 2msbk mfr cs if&m 0.5 0.6 elev 99.301 4 30-36 10yr4/4 None sl 2msbk mfr cw ( if 0.5 0.6 Depth to 5 3643 10yr4/6 None Is 0 sg ml gw j - 0.7 0.8 limiting factor 6 43-102 10yr5/6 None s 0 sg ml - - 0.7 0.8 >102" Remarks: 2 1 0-6 10yr2/1 None sl 2fcr mvfr as 2f&m 0.5 0.6 2 6-18 10yr3/2 None A 2fsbk mvfr cs 1 f & m 0.5 0.6 Ground 3 18-30 7.5yr4/6 None is 0 sg ml cs if & m 0.7 0.8 elev 97.25'ft 4 30-40 10yr4/4 None is & gr 0 sg ml cw if 0.7 0.8 - 0.7 0.$ Depth to 5 40-45 10yr4/6 None s 0 sg ml 9W limiting factor 6 45-98 10Yr6/4 None s 0 sg ml - - 0.7 0.8 >98" Remarks: CST Name (Please Print) Signature. Telephone No. James K. Thompson / 715-248-7767 Address A.C.E. Soil & Site Evaluations Date CST Number Ref # 340 Paulson Lake Lane, Osceola, WI 54020 6/17/99 3602 1049 w " PROPERTY OWNER; Midwest Bottle Gas Co. / Jim Bartholemew SOIL DESCRIPTION REPORT o4s Page 2 of 3 PARCEL LD.9 020-1075-35-110 A.C.E. Soil & Site Evaluations Horizon Depth Dominant Color Mottles Texture Structure nsistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench 3 1 0-6 1Oyr2/1 None sl 1 thin pl mvfr as 2f&m 0.4 0.5 2 6-13 1Oyr2/1 None sl 2fsbk mvfr cs if&m 0.5 0.6 Ground elev 3 13-24 1 Oyr4/6 None Is & gr Osg ml cs 1 f&m 0.7 0.8 97.63' ft 4 24-32 10yr5/6 None s & gr 0 sg ml cs if 0.7 0.8 Depth to 5 32-58 10yr5/6 None s 0 sg ml gw - 0.7 0.8 limiting factor >105" 6 58-105 10yr6/4 None s 0 sg ml 0.7 0.8 Remarks: 4 1 0-9 10yr2/1 None sl 2fcr mvfr as 2f&m 0.5 0.6 2 9-21 1Oyr3/2 None sl 2fsbk mvfr cs lf,m,c 0.5 0.6 Ground elev 3 21-31 7.5yr4/6 None is 0 sg ml cs if&m 0.7 0.8 99.95, ft 4 31-42 1Oyr4/4 None is 0 sg ml cw if 0.7 0.8 Depth to 5 42-48 I Oyr4/6 None s 0 sg m1 gw - 0.7 0.8 limiting factor >106" 6 48-106 1Oyr6/4 None s 0 sg ml - - 0.7 0.8 Remarks: 5 1 0-7 1Oyr2/1 None sl 2fcr mvfr as 2f&m 0.5 0.6 2 7-18 1Oyr3/2 None sl 2fsbk mvfr cs lf,m,c 0.5 0.6 Ground elev 3 18-28 7.5yr4/6 None is 0 sg ml cs 1 Mm 0.7 0.8 98.78'ft F428-37 10yr4/4 None is 0 sg m1 cw if 0.7 0.8 Depth to 45 10yr4/6 None s 0 sg mgw 0.7 0.8 limiting ctor th 102" 102 1Oyr6/4 None s 0 sg ml - - 0.7 0.8 Remarks: Ground elev Depth to limiting factor Remarks: 1 gas Obsmb-hrln 157, )0,d,x~z9 C'rosSe, CO/. S46O.Z , • /oca,-Eec~ 0c-6 CD-, . 7 est~f P4P z,2zDe : / Sao' t,)", ti ti i 2 j r i 12 v4, 0 6// enc~l~r /`oa0 13-2- 71~Y Of' /o S- . fl6scL ed e lee i~D cY7 2V 00 Parcel 020-1075-35-110 02/27/2008 09:25 AM PAGE 1 OF 1 Alt. Parcel 27.29.19.303C10 020 - TOWN OF HUDSON Current X 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 - LAC SUPERIOR LAC SUPERIOR C - INVESTMENT GROUP LLP INVESTMENT GROUP LLP 1645 SUMMIT AVE ST PAUL MN 55105 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description SC 2611 HUDSON SP 1700 WITC Legal Description: Acres: 1.843 Plat: N/A-NOT AVAILABLE SEC 27 T29N R19W PT NW SW LOT 7 CSM Block/Condo Bldg: 8/2220 ASS'MT INC P304F(020-1075-66) & EXC HWY PROJ 1022-02-21 Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) 27-29N-19W Notes: Parcel History: Date Doc # Vol/Page Type 09/07/2000 629483 1541/35 WD 08/30/1999 609434 1452/370 WD 08/30/1999 609433 1452/369 WD 06/28/1999 605690 1437/164 WD more... 2008 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 10/25/2005 Description Class Acres Land Improve Total State Reason COMMERCIAL G2 1.843 154,600 0 154,600 NO Totals for 2008: General Property 1.843 154,600 0 154,600 Woodland 0.000 0 0 Totals for 2007: General Property 1.843 154,600 0 154,600 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 a ~J/(Ct.<~lY/t1. Jam/ ✓ i ~~~7'~ C ,~F / / )S,'7( Y 17[11~/~ :~l~~~L t./y.• W J/v a~ 619904, 5 JAMU (R \ Re9is;er or ~~'V. v St Gro4 perms 459323 Co, wi CERTIFIED SURVEY MAP LOCATED IN THE NW1/4 OF THE SW1/4 AND THE SW1/4 OF THE SW1/4 OF SECTION 27, T29N, R19W, TOWN OF HUDSON, ST. CROIX COUNTY, WISCONSIN v CFM V. 5, P. 484, and U N P L A T T E D L A N D S ~ WEST LINE OF THE SW 1/4 - - - - - - - - - - co 1519.72 N2°02'32"E 2631.44' SW CORNER ro 1111.72 SECTION 27 > U. S. HIGHWAY "1211 $4 W1/4 CORNER T29N, R19W _ - - - - - - cn SECTION 27 N o C" r-, T29N, R19W H lao 00 3 N1°09'00"E I" ~ ' 4 I _ 9.28 I EASTERLY RIGT-OF- I WAY LINE 616' Gfj.{m/"~ ..,,•3 I ~ Ioo W I GRID BEARING REFER- W o ;`O cn IENCED TO THE WEST LINE OF H o z- N I ITHE SW1/4 OF SECTION 27 z E. z V IIWHICH BEARS N2°02'32"E S Z H 0 00 ~ q w o w I oIII SCALE IN FEET C° cn w ca d I II LOT 6 w w 0 3.592 AC.± w ' II 0' 100' 200' oII ~ 156,486 S.F.± M 4 ` ~ I wl OWNER AND SUBDIVIDER ' IJOHN J. SAUSEN ~I A 11810 CRESTVIEW DRIVE al 1 (HUDSON, WI. 54016 H al a 2 - 48" CULVERTS AI - y - I 1 El I o rn 1 HI o \ I ` v~ 1 ° ~I AI al En 2 -i \ zl wl 3 zl S1°47'17"W 350.99' \ di of `J, \ ,al LOT 7 0; \ WI 2.503 AC.± 1 \ HI 109,011 S.F.± t \ NI o w a~ ;cam ~ 78.35' \ \ 361.53' SOUTH S1°47'17"W 6 6' \ U N P L A T T E D \ \ \ C _ _ LANDS \ This instrument was drafted b \ y Brian V. Halling \ VOLUME 8 PAGE 2220 1 ~ FORM NO. 985-A . , , s Nl MMINCanprry~ 397'?9 7 CERTIFIED SURVEY MAP ' SCALE IN FEET ! 0" so, 100' 200' U N P L A T T E D LAND S 65' (Variable I OINT OF NW-SW ' LB EGINNING PRIVATE _ ROAD I - ,i S 88012 43"E _ S 88° 12' 43"E ® . - 123. 191 ..206. 68'. , . - - 651 w .C ' . . w o in 15 Utility and Draina ® Easement ink Z J z N } LOT 1 z~ N Q 2.53 acres, more or less 41 W I ua 109,976 - square feet more or less ~ J1 T ~ I Q LL i M I 0 - o M N _ O tr+1 of v ^ 2 i v C:' 0 W~ z Se-9- W w j1 BETRUE ARING al I c ¢ WEST 39?. 00' Z~ LU To 65' U N P L A T T E D LANDS Variable SW-SW SW CORNER LEGEND SECTION 27 COUNTY SECTION CORNER MONUMENT, FOUND. T29N, R19W 0 1"x24" IRON PIPE, WEIGHING 1.68#/LINEAL FT., SE CURVE DATA Curve No. Length Radius Chord Chord Central Tangent Curve Length Bearing Angle Bearing 1-2 125.11' 733.00' 127.95' N86046'5211E 10°00'50" N81046'22"E 3-4 65.62' 1338.57' 85.61' N6°32'45"E 3°39'54" 148104G'2711E 4-5 162.42' 2611.60' 162.39' N2055'5411E 3033'48" N404214811E 9 10 APPROVED b FILED This instrument drafted by t*- OCT25198,1 James T. Swanson AM of MI 2 1981 Wu ~ A•oldW 01 sods c..a, COh;P t~l~ v Y S 1Nremd~ 1D ' E.t'tR ~GtiiNG ~gM.hUi~EE Volume 5 Page 1484 i