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Home My WebLink About002-1013-60-300 2192 d Wisconsin Department of Commerce SOIL EVALUATION REPORT - Page 1 of 4 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code - •A.C.E. Soil & Site Evaluations Attach complete site plan on paper not less than 8'% x 11 inches in size. Plan must County St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and parcel I.D. 3oG percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. from 002-1013-60699- r7111, Please print a R iewe Date Personal information you provide may be u r secos. 15. (1) (m)). Property Owner Pr perty Location Thomas M. & Melody A. Kanten Go . Lot NW 1/4 SE 1/4 S 6 T 29 N R 16 W Property Owner's Mailing Address L Block # Subd. Na or CSM# 1187 220th Street ST. CROIX COUNTY 9 ~ d CSM City State Zi OFFIC City _J Villa6cLk Town Nearest Road Baldwin WI 54002 (715) 684-2613 Baldwin - US Hwy 63 001 New Construction Use: 0 Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD J Replacement J Public or commercial - Describe: Parent material Glacial Outwash Flood plain elevation, if applicable Na General comments and recommendations: Site suitable for mound with 17" of ASTM-C 33 sand placed o 99.20' contour. System elevation to be 100.62'.! Boring # J Boring Pi Pit Ground Surface elev. 94.75 ft. Depth to limiting factor 19" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/W in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. " Eff#1 *Eff#2 1 0-11 1 Oyr3/3 none sit 2fgr mvfr cs 2fm,1 c 0.6 0.8 lr 2 11-19 10yr4/4 none sit 2fsbk mvfr 9w lfmc 0.6 0.8 3 19-23 1Oyr4/4 f2f 7.5yr5/8 sit 2fsbk mvfr gw lfm 0.6 0.8 4 23-40 7.5yr4/6 c2d 7.5yr5/8 sicl 2msbk mfr cw 1vf,f 0.4 0.6 5 40-49 7.5yr4/6 m3p 7.5yr5/8 sl 1 msbk mvfr - 1 of 0.4 0.7 ❑ Boring # ~ i Boring 2 Pit Ground Surface elev. 100.67 ft. Depth to limiting factor 2411 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDfW in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 "Eff#2 1 0-7 1Oyr3/3 none sit 2fgr mvfr as 1fm 0.6 0.8 2 7-10 1Oyr4/4 none sl 2fsbk mvfr cs 1vf,f 0.6 1.0 3 10-14 7.5yr4/4 none scl 2msbk mfr cw 1vf,f 0.4 0.6 4 14-24 7.5yr4/4 none gr Ifs Osg ml cw 1vf 0.5 1.0 5 24-29 7.5yr4/4 f2d Mg concretions gr Ifs Osg ml cw lvf 0.5 1.0 6 29-44 7.5yr4/4 f2f 7.5yr5/8 gr Ifs/s Osg ml - 1vf 0.4 0.7 Horizon #6 consists o an unsorted mixture of s ' inated by approx. 70% 7.5yr4/4 Osg gr Ifs with 30% 10yr5/6 Osg s. Loading rate adjusted to refl permia •lity restrictions associated with textural changes. " Effluent #1 = BOD? 30 < 220 mg/L and S >30 < 1 mg/L " Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signatu CST Number James K. Thompson 3602 Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, WI 54020 11/7/2009 715-248-7767 Property Owner Thomas M. & Melody A. Kanten Parcel ID # from 002-1013-60-000 Page 2 of 4 3 ] Boring # Boring ✓J Pit Ground Surface elev. 98.84 ft. Depth to limiting factor 23" in. Soil Application Rate F Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-10 1Oyr3/3 none sil 2fgr mvfr cs 2fm 0.6 0.8 2 10-16 10yr4/4 none scl 2fsbk mvfr cw 2f,1m 0.4 0.6 3 16-23 7.5yr4/6 none gr sl 2fsbk mvfr cw 2f,1 m 0.6 1.0 4 23-33 7.5yr4/6 f2f 7.5yr5/8 gr Is Osg ml gw 1 vf,f 0.7 1.6 5 33-46 10yr4/4 f2f 7.5yr5/8 sl/Ifs/Is 1 msbk/Osg mvfr/ml - 1 vf,f 0.4 0.7 1 -T- i Horizon #5 consists of an unsorted mixture of soils dominated by 7.5yr4/6 1 msbk gr sl, 10yr4/41 Osg gr Ifs & 10yr4/4 Osg gr Is. 4] Boring # J Boring Pit Ground Surface elev. 95.28 ft. Depth to limiting factor 21" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-10 10yr3/3 none I 2fgr mvfr cs 2vf,fm 0.6 0.8 2 10-21 10yr4/4 none Ifs Osg ml cw 2vf,f 0.5 1.0 3 21-30 1 Oyr4/4 f2f 7.5yr5/8 gr sl 1 msbk mfr cw 1 vf,f 0.4 0.7 4 30-49 7.5yr4/4 c2d 7.5yr5/8 & Ifs wkly cemented mfi - 1vf 0.0 0.0 c3 M concretions Horizon #4 consists of a sorted mixture of 7.5yr4/4 weakly cemented Ifs & 14r4/41 Osg Ifs. ❑ Boring # I Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS <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. SBD-8330 (R.07/00) A.C.E. Soil & Site Evaluations i 2192 PROPERTY OWNER: Thomas M. & Melody A. Kanten SOIL AND SITE EVALUATION Page 3 of 4 PARCEL I.D.# from 002-1013-60-000 A.C.E. Soil & Site Evaluations REPORT MEMO Soil evaluation completed for subdivision creation. Further soil testing may result in other system areas. although soil conditions appear to diminish rapidly when moving from tested area. ~ ,s~o~u CeS n(a;n field lane TOpof~~sc1t, fld P.JC.~~e. ssu-mt.~✓ale.~''i~.~o' IQa.J .5►YtQIIN~ID a a6li oly raSS 1 ` 0 U-6 I 1 1 maAr' ~ Bz ~ I .ss (qy 1 I I ~ S~llLr lo:' ; ~ da/Sa-,n~ ~ ~ i -r'i'ees R3 ' a TP~1x'5..,.Slo Parcel 002-1013-60-300 02/28/2012 04:32 PM PAGE 1 OF 1 Alt. Parcel 06.29.16.89A-30 002 - TOWN OF BALDWIN Current [X] ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 05/14/2010 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner 0 - KANTEN, THOMAS M & MELODY A THOMAS M & MELODY A KANTEN 1187 220TH ST BALDWIN WI 54002 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description * 1145 HWY 63 SC 0231 SCH D BALDWIN-WDVILLE SP 1700 WITC Legal Description: Acres: 11.111 Plat: 5704-CSM 24-5704 002/2010 SEC 6 T29N R16W PT NW SE & SW SE & PT Block/Condo Bldg: LOT 09 GOV LOT 3; BEING CSM 24-5704 LOT 9 (11.111AC) Tract(s): (Sec-Twn-Rng 401/4 1601/4) 06-29N-16W NW SE 06-29N-16W SW SE Notes: Parcel History: NEW FOR 2011; TAKES ALL 002-1013-60-000 Date Doc # Vol/Page Type (89A) & 002-1013-80-000 (90A) FOR CSM 05/14/2010 916075 24/5704 CSM 24-5704; LOT 7 (89A-10) 002-1013-60-100 03/21/1989 446272 836/177 QC LOT 8 (89A-20) 002-1013-60-200 LOT 9 (89A-30) 002-1013-60-300 & LOT 10 more... 2011 SUMMARY Bill Fair Market Value: Assessed with: 132918 Use Value Assessment Valuations: Last Changed: 04/06/2011 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 8.000 1,500 0 1,500 NO 00 UNDEVELOPED G5 0.500 -100 0 100 NO 00 AGRICULTURAL FOREST G5M 2.611 2,400 0 2,400 NO 00 Totals for 2011: General Property 11.111 4,000 0 4,000 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 O O • ccro9.o $yo ® b» ZZn~NI C o~ 'mqv °o MORN 00 -`~cn v 0 T m' I" zOp Q Z=m ?j C7 1 D R1 rn M Az0 ~z ~o-t mz M,z Q ~ Nc7mo P cil v S _m ~ 4 - U) 0~o~ ~~~J Z m m O Z TO ;t, M c/) F= 2 0 O mOFD M D Z O m a z o rZm O G) z = g z z ° v z D-n T D a n j s T o K ;K O m q I~ ` a-t .ta f O - rn N THE SOUTH LINE OF THE SE114 OF - O G) x 8 SECTIONS BEARS S87.3Z11'E AS j N REFERENCED TO THE ST. CROIX _ < O I r 1 (O COUNTY COORDINATE SYSTEM _ UIV p~ 3 rED LAND ` o r o O cf) s77 22'7 c°i -~N I Z M z X • 208.07 438.38,7 11W 650. m Z Z-- - - - z 277 - co ~ z l .62 Q y r~ % v n I O O T / co r'm° r r4 r co vZ TO _ co m D r~ m w r O 8 N cs T Z o v j $ >Pn° cG m'~~- o coo r s °rn r m R co 0 O i a8 \ \ - w N) z c) 1 m c- 03 om m yam, o M U, f13 -1 I= o m o < °w Q r~'rGo pp L \ V~ \ R' V r ~ r -n m oa cow j® ? co A \ ` > C) + V r~ T> \ \ 0 ° iii I ca n D C) -4 0 8 z. zos 0 o , Z 4 39N3i 9Z M..60.130.00N------ • i/ M 3HL 30 IMN 3HL 30 3Nn 1SV3 \ SHEET 2 OF 3 2 of 3 Vol. 24 Page 5704