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Home My WebLink About020-1443-06-000 1779 Wisconsin Department of Commerce SOIL EVALUATION REPORT page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code A.C.E. Soil & Site Evaluations County Attach complete site plan on paper not less than 8'/: x 11 inches in size. Plan must St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to near tPAID _P20-1443-06-000 Please print all infionnation. Reviewed y Date Personal information you may Law, s. 15.04 (1) (m). Property Owner Property Location Heater Gateway, Ltd. Govt. Lot SE 19 SE 19 S 28 T 29 N R 19 W Property Owner's Mailing Add WVillage # Subd. Name or CSM# rLIA j P.O. Box 167 Plat Of Hudson Rodeo Center I Stag 1`lumbe iN Town N~rest Road CRY Bayport Hudson 703 Rodeo Circle i/ New Construction Use: _j Residential / Number of bedrooms Code derived design flow rate 620 GPD Replacement V1 Public or commercial - Describe: Retail showroom & warehousing Parent material Glacial outwash Flood plain elevation, if applicable na General comments and recommendations: Install two trenches at elevation = 104.25' using a total of 24 leaching chambers. F Boring # _j Boring 1e pit Ground Surface elev. 117.56 ft. Depth to limiting factor > 138" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 *Eff#2 1 0-11 10yr3/3 none sil 2fsbk mvfr as 2f,lm 0.6 0.8 2 11-21 10yr3/4 none sil 2fsbk mvfr gw 2f 0.6 0.8 3 21-29 10yr5/4 none sil 2fsbk mvfr cw 1vf,f 0.6 0.8 4 29-36 10yr4/4 none sl 2msbk mfr cw lvf,f 0.6 1.0 5 36-42 7.5yr4/6 none gr Is 0 sg ml cw 1vf 0.7 1.6 6 42-138 10yr5/6 none gr s 0 sg ml - - 0.7 1.6 a Boring # J Boring if Pit Ground Surface elev. 112.75 ft. Depth to limiting factor >144" in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-8 10yr3/3 none sil 2fsbk mvfr as 2f,1 m tO. 0.8 2 8-22 10yr314 none sil 2fsbk mvfr 9w 2f 0.8 3 22-33 10yr5/4 none sil 2fsbk mvfr aw 1vf,f 0.8 4 33-40 10yr4/4 none all 2msbk mfr cw 1vf,f 0.6 1.0 5 40-46 7.5yr4/6 none gr Is 0 sg ml cw 1vf 0.7 1.6 6 46-144 10yr5/6 none gr s 0 sg ml - - 0.7 1.6 ' Effluent #1 = BOD y> 30 < 220 mg/L and SS >30 < 150 g/L uent #2 = BOD <30 mg/L and TSS <_0 mg/L CST Name (Please Print) Signature: CST Number James K. Thompson 3602 Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, 154020 4/92004 715-248-7767 Property Owner Hecter Gateway, Ltd. Parcel ID # 020-1443-06-000 Page 2 of 3 37 Boring # Boring 1wi Pit Ground Surface elev. 107.33 ft. Depth to limiting factor > 124" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-10 10yr3/3 none sil 2fsbk mvfr as 2f,1m 0.6 0.8 2 10-20 10yr3/4 none sil 2fsbk mvfr 9w 2f 0.6 0.8 3 20-30 10yr5/4 none sil 2fsbk mvfr cw 1vf,f 0.6 0.8 4 30-36 10yr4/4 none sl 2msbk mfr cw 1vf,f 0.6 1.0 5 36-42 7.5yr4/6 none gr Is 0 sg ml cw 1vf 0.7 1.6 6 42-124 10yr5/6 none gr s 0 sg ml - - 0.7 1.6 Boring # - I Boring F-1 Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPIM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 'Eff#2 ❑ Boring # J 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 in. Munsell Qu. 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 = BOD5< 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. r ' Qob I.tlbri cJ.b 8//9/03. y, ♦ Ex,~:~,~ c~i•adi e fev~ • L.oca.¢2'd ~ro~o. S ~4 V d I~ ~o~,Co, ~/a•f 0{,y/udsor-~,P~/eOC'a~rEs!o Sec. z8 Tn. O'e.".dsaY, . ero;kG. cJi. d ~ v c~ ■al d $eneb mare 7-0;0Wsz':rnecondcu'~. o i r'lev~ = ion _o o n = 5L( C,~ t V a~ r SE • (OL~~ ~a dk.~z QSP/+a/+~ alriNF 00arx"- J~v0NN 'po; Pier" to0 aspk~/t d~;ue E . e3..rt : Top off' 6-6 . E/ur = /Gd ~ " a s ss' 3 °{,3 3 r~ Department of Garrrmerce 'SOIL EVALUATION REPORT age ~ of ic" ,..9 Safety and BrBtdings P at accordance with Comm 85, Wis. Adm- Code ; Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must County S'7" CR0 r• X mdude, but not limited to: vertical and horizontal reference point (BM)direction and Parcel I.D. percent slope, scale or dimensions, north arrow. and location and distance to nearest road. Please print all irrlbrmatfon. wed by Date Demo" i+ftmwtiooYou WOVWe cony be s.15.04 (t) (m)). 'er_ 7r j~ g Property Location ~N f i Jt~ G Govt Lot ,5£ 1/4 SC R / 1/4 S" T Z 1 N R E (or) W Pe tty ownees Mailing Address ` s' 2003 Lot # Block # SdA Name or CSM# 7,0- Y_ /67 (V MoAfe'v ROW cg*t City 0 City 0 Village fO Town Nearest Road Mw 5So A&19tow z!•s. hivy. (Z.. Jim New Construction Use: Residential I Number of bedrooms Code derived design flow rate kX JJ W,t/ GPD 10 Replacement P. Pubic or ccimmerdal - Describe: 4a.4f,.4 Parent material Flood Plain elevation if applicable _ . 7 Ld fL General convnents /V I/T and qi~~~ r s7ev s&17,-81e- {iR 4ti I.u yiPav.vv T. s . Boring u Pit Ground surface elev. ft Depth to limiting factor Soli Rate Hoot= Depth Domrt~t Cokx Redox Deso" m Texture Structure Consistence Boundary: Roots GP(Mtz in. Mu>sell Qu. Sz. Gant Color Gr. Sz. Sh. •Eff#1 'Eff#2 / v •rv ro 3111 S~- /f M dSA w 3 • . `F lb 0 7•5 YR GS it, I. o s S D 7 ~ . ® 1b Pit Ground surface elev. / ' . Depth to biting factor} in. Sol Rate Horbw Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munselt Qu. Sz. Cont. Color Gr. Sz. Sh. 'EMI •Eff#2 / o•/l /oR3 - SL SK 6.5 W 3F • Y .6, 2-- i i~ Shy cQ ,.v z • z- • 3 .y 4V ~allfsR C 3* o• 3/1 7s R SZ_ •S 0 5 .Q C • -7 2_ Ettkrent #1= s013, 1, 30 < 220 m WL and TSS >30 < 150 mg/l. ' Effluent #2 = BOD < 30 mWL. _ mg/L and TSS < _ 30 CST ~a 6ram Pat) u11381 G lzT° TM sue' GSTNumber Adder 2z 3 -7 s Date Evaluation Con~ Telephone Number / - -115 772.3 y Private 1~ewage Consultants 2812 10th Ave. Spring Valley, WI 54767 K ORIGINAL zoT HIVPSOAJ Property Owner Parcel ID # _ rage Z o 8"V # Q Boring / y [-,3 a Pit Ground surface elev. / ft_ Depth to Hut" factor in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots . GPOM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Ef #1 'EM2 / 0 io yR 3/ S /fsh~ ti w 3 f . Y-. Z • 20 io R 3 S/L- s Gt 2 • Z S 3 D /o Sid- S v~ cs - z 3, D• ~_7Sy2 SL If 64k' d5A as - S' 6 11,9 •S 9 14", S o 5j AP c - 7 r• Z • - Cr? %D S P. S D I. Z, D Boning > f~ Being # 0 pit Ground surface elev. //0 ft. Depth to Wfing factor in. Soft Almlication Rate Horizon Depth Dominant Color Redox Description Texture Structure Corrsistenoe Boundary Roots GF'DPff in. Munsell Qu. Sz Cord. Color Gr. Sz. Sh. `Eff#1 'E111#2 IL / c.J D•/ o Y12 V- 7~sh 3 2f SAIL S p c 7 Z 77.5 Y9 Q Grourxf surface elev. ft. Depth to limiting factor In. Pit Soft AM*adon Rate Horizon Depth Darsnatd Color Red= Description_ Texture Struck" Consistence Boundary Roots GPDFff in. Mursell Qu. Sz. Cont. Color Gr. Sz. Sh_ •Eff#1 -Etf#2 Boring # O Boring El El pit Ground surface elev. ft. Depth to limiting factor in. Soft iicaton Rate Hoyt m Depth DominardColor Redox Descr"on- exture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz_ Cttxrtrt. Color Gr. Sz. Sh. 'Etf#t 'Efl#2 " Effluent #1 = BOD6 > 30:5 mgtL and TSS >30:S 150 MA ` Effluent #2 = BOD6 130 mg(L and TSS < 30 mgiL 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 508-264-8777. u:en-a3uetR-srooi r f P175 i ~ L I 2. 3 3 A ~ 4 fF~ N Ya g , ' 30 k ' 4' J~a°D 8 90 ~ 2 po d ~r NJ! } f ~ r Zp aZ 5. SS ~8VAYD Top ~f 5 uk' , So 407 47 Fo u -0 0 m ad + m cn y > Z m n p o a c. c. q 0: ? c = Q r A 1 f Vi =i :n UY➢c~ . cu a y 3 m v! ~Z ?OZOm Zi. tip r V1 m N r 000 m 0- :'rnCf) n=D M U En z U) . -p CJ. G7 y to 0 T•~-( 0 ■ . f~ a♦WMNa A IIII 7 j d q. _ XhD 1Y, fx,; 25' 32365° cxm-►_ 1I 1/~ OIt= E;tf4 • / ° m .,1 1 ~~i } - xd- _ t 'QQ'1835• 87. j .W i~ i-' ~ m ~ X~ " - i 1!l _y _ T 1 1 'a DO' .#i ~ i l x~:,,k'. ~ , _ • ~ i, ,stn' L''. 1't . ~ • , ~ / ~ j ~ '1# -E 418. ~ ~ _ t 14'.E 119. 11~9kV3S6H. x \ k ; j Y fa yf 7 ,.i. 'yy)J X\ - .~X~w'"g~, sc O"/ ^W alfi i~ `^I'J i _ N ox ' N E T8T.93\ m w m T_f m a, y C : ; _ -•u-- i N x'1.1'13" t~y0_ O l L Parcel 020-1443-06-000 07/31/2006 03:16 PM PAGE 1 OF 1 Alt. Parcel 28.29.19.2819 020 - TOWN OF HUDSON i ST. CROIX COUNTY, WISCONSIN Current X 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 - HECHTER, RONN RONN HECHTER C - GATEWAY LTD & FROELICH M GATEWAY LTD & FROELICH M PO BOX 167 BAYPORT MN 55003 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description " 703 RODEO CIR SC 2611 HUDSON SP 1700 WITC ILegal Description: Acres: 2.230 Plat: 2115-HUDSON RODEO CTR 1/8 020/03 SEC 28 T29N R19W PT SE SE HUDSON RODEO Block/Condo Bldg: LOT 06 CENTER LOT 6 (2.230AC) RONN HECHTER 50% HECHTER GATEWAY LTD 25% & MICHAEL Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) FROELICH 25% 28-29N-19W SE SE Notes: Parcel History: Date Doc # Vol/Page Type 12/11/2003 748859 9/95 PLAT 2006 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 10125/2005 Description Class Acres Land Improve Total State Reason COMMERCIAL G2 2.230 144,200 0 144,200 NO Totals for 2006: General Property 2.230 144,200 0 144,200 Woodland 0.000 0 0 Totals for 2005: General Property 2.230 144,200 0 144,200 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