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Home My WebLink About008-1060-20-100 1349 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page I of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code A.C.E. Sal & Site Evaluations County Attach complete site plan on paper not less than 8'/X.1 inches in size. Plan must St. Croix include, but not limited to: vertical and horizontal nefarence polnt{$M), direction and Parcel I.D. percent slope, scale or dimemsions, north. arrow, and location and instance to nearest road. 008-1060-20,1b#21.28.16.3058 I Please pdnt a/h nfonn*on. Realm Date , 3 Personal information you provide 4y,t>e ysed for ser~d¢r~~[o' (PrivaCyk., 15.04 (t) (m)). C Property Owner ; rroperty Location Govt. Lot NE 1 /4 NE 1 /4 T 28 N R 16 W -11 B=FI c~~~ ' Property Owner's Mailing Address 1 ST # Block # Subd. N or CSM# 7 ' f - ~s --7( 386 Meadow View Crt. ccuNTy L City St Zi~081 1 ityJ village Town Nearest Road Baldwin WI _5-60 - Eau Galle Co. Hwy. BB New Construction Use. Residential / Hum of bedrooms 4- Code derived design flow rate 600 GPD Replacement Public or commercial - Describe: Parent material Glacial Till Flood plain elevation, if applicable na comments G~ ~ General PL- tt-#L- and recommendations: Recommended system elev. = 100.47' at 17" above 99.05' contour. y! AAUA" Boring # _1 Boring 1i Pit Ground Surface elev. 97.95 ft. Depth to limiting factor 17" in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' *Eff#1 *Eff#2 1 0-4 10yr4/2 none sl 2fsbk mvfr as 72f, ,1c 0.5 0.9 1 2 4-17 10yr5/4 none sl 2fsbk mfr cw mc 0.5 0.9 l~ 3 -20 10yr5/4 f2d 7.5yr5/8 sl 2msbk mfr cw 2fm 0.5 0.8 4 20-38 7.5yr4/4 f2f 7.5yr4/6 sl Om mfi cw if 0.3 0.5 Boring # _j Boring e Pit Ground Surface elev. 99.28 - ft. Depth to limiting factor 17" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 *Eff#1 *Eff#2 1 0-5 10yr4/2 none sil 2fsbk mvfr as 2f,1m 0.5 0.8 2 5-10 Oyr4/4 none sit 1thinpl mfr cw 1fm 0.2 0.3 3 10-17 10yr4/4 none sil 2msbk mfr cw - 0.5 0.8 4 17-24 10yr5/4 f2d 7.5yr5/8 sl 2csbk mfr cw - 0.5 0.9 5 24-35 7.5yr4/4 f fd 7 l fyyr6/ & sl 1 csbk mf - - 0.4 0.6 & 3 contain 15% cobbles and stones. I * Effluent #1 = BOD 5> 30 < 220 mg/L and TSS > 0 <-1 50 mglL * fftuent #2 = BOD5 <_30 mg/L and TSS <30 mg/L CST Name (Please Print) Sig ure: CST Number James K. Thompson 3602 Address A.C.E. Sal & Site Evaluations Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, Wl 54020 12/9/00 715-248-7767 property owner George Lokken Parcel ID # 008-1060-20, ID#21.28.16.3058 Page 2 of 3 F3 Boring # ~j Boring Pit Ground Surface elev. 97.78 ft. Depth to limiting factor 19" in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2 1 0-4 10yr4/2 none sil 2fsbk mvfr as 2f,1 m 0.5 0.8 2 4-11 aOyr4 none sil 1thinpl mfr cw 1fm 0.2 0.3 l+ 3 11-19 none sil 2msbk mfr cw 0.5 0.8 4 19-25 f2d 7.5yr5/8 sl 2csbk mfr cw - 0.5 0.9 7.5 5 25-39 7.5yr4/4 f td2d 10yr6/2 gr. sl 1csbk mfi - - 0.4 0.6 ❑ Boring # -j Boring J Pit Ground Surface elev. ft. Depth to limiting factor in. Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft= *Eff#1 *Eff#2 Boring # Boring F-I I Pit Ground Surface elev. ft. Depth to limiting factor in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots 2 *Eff#1 *Eff#2 * Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 S.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. . 3 0~3 30 f~ve. ■Joi/ Qb~sa~✓a~on P b ♦ E/¢dat~;o~ ,,foods 7 rence-Ime I~ (a' eo(ye- ~v inn ~0~'oP. rIE/1E, 5¢c.2/ T. or 0 ~wds ~ Bench K ge YIa~ I in ",OfaPle ce. rgSSkrntd elev- _ /00.x.' 0 F~ 1 ~ U ~ I~ I~ Wvod~ I~ 52 IP I4 I~ I I I ioo. o' B3 ■ 't 98. SZS ' 980' ,E AIE. l3.nt. ►►1ap12 ~ree. Elev: =9993, f~e~' /3 S/9 Parcel 008-1060-20-100 03/30/2007 02:46 PM PAGE 1 OF 1 Alt. Parcel 21.28.16.305B-10 008 - TOWN OF EAU GALLE 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 - STENE, PETER J PETER J STENE 5133 YORK AVE S MINNEAPOLIS MN 55410 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description * 2389 30TH AVE SC 0231 BALDWIN-WOODVILLE AREA SP 1700 WITC Legal Description: Acres: 19.115 Plat: 4074-CSM 15/4074 004/01 SEC 21 T28N R16W PT W1/2 NE NE BEING CSM Block/Condo Bldg: LOT 1 15/4074 LOT 1 19.115AC Tract(s): (Sec-Twn-Rng 401/4 1601/4) 21-28N-16W NE NE Notes: Parcel History: Date Doc # Vol/Page Type 01/30/2006 817455 EZ-U 03/12/2003 712989 2169/477 TI 07/23/2001 651752 1684/559 WD 07/23/2001 651752 1684/559 WD more... 2007 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 05/13/2002 Description Class Acres Land mprove Total State Reason PRODUCTIVE FORST LANDS G6 19.115 31,300 0 31,300 NO Totals for 2007: General Property 19.115 31,300 0 31,300 Woodland 0.000 0 0 Totals for 2006: General Property 19.115 31,300 0 31,300 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: 04117/2001 Batch PRGRM Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 FILED g AUG - 3 2001 r q APR 2 5 2001 ► x. ' 643626 ,TMLEENH.w9stl 10 r~?' SLcroixCo•' CERTIFIED Sl PRVEV MAP L TED IN PART OF THE NE1/4 OF THE NE1/4 OF SECTION 21, 8N9 RI 6W, TOWN OF EAU GALLE, ST. CROIX COUNTY, WISCONSIN. 2,11 S~° PREPARED FOR SIG STENE N1/4 CORNER BOX 68 SECTION 21 NORTH LINE OF THE NE-I/4 LINDSTROM, MN 55045 ~~D _ NE CORNER @ SECTION 21 86°28'58" 13;78' - d 632.91' 672.91' r _ M 30TH AVE. s86°28'58"E qt 126 .78' 626.87' t~ M N M m Z a q INCC.. R/W :m 45' 3 a _ d <°o 7.617 ACRES m m o D~ a a 331776 SQ FT 0 1 EXC. R/W a rn a3~ 6.613 ACRES N LOT 1 288,078 SQ FT .V a z INC. RAN a N o 19.1 15 ACRES m N86026-1 81W 672.73, co Inn = 832,628 SID FT 625. V- 38' 47.33 M EXC.R/w ON 6919c)- w m m 18.635 ACRES . M - . LOT 3 ( 811,742 SQ FT N N ° r ao , a0 r 7.122 ACRES 310217 SQ FT a o bo O rn M EXC. RM/ n 0 m o 0 [PI 6.613 ACRES $ C4 6 W) 0 DETAIL N 288,078 SQ FT a a ~i NOT TO SCALE EAST LINE OF THE NE1/4 N89_ 0111'5591 W- N89011'391W 618.76' 45' 60' 86°3 '43' SEE DETAIL 67 .4 n, Cd 349.24, ° 6 (oh! ~ j _ 50' 60' yv` S00°38'10"W 1694.31' N88°19'42"W 633.67 dOo 4 4 C~of E1/4 CORNER LEGEND dOdo~~4 p&MEE 40 0 SECTION 21 1" IRON PIPE FOUND SURVEYOR Luz 1"X 24" IRON PIPE SET WEIGHING S & N LAND SURVEYING O U 1.68 LBS. PER LINEAR FOOT ALLEN C. NYHAGEN F- w 2920 ENLOE STREET D co ;h 9" 2" IRON PIPE FOUND HUDSVEp Z p tp ST. CROIX COUNTY w (r ' EXISTING FENCE Planninq Zoning and Parks Committee w 2 co 100' ROADWAY SETBACK APR 2 5 2001 ~ 0 SCALE IN FEET 111 = 200' If not recorded within 30 days of (D Lu approval date approval shall be z J 200 0 200 400 null and void C/) Q I- U) THIS INSTRUMENT DRAFTED BY KEVIN REED JOB NO. 6014-01 DATE 03/06/01 REVISED 04/18/01 Co u~ cv Vol. 15 Page 4074