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Home My WebLink About002-1013-60-100 2190 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. percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. from 002-1013-6(~$r-9 - Please print all information. Re ' ed Date Personal information you provide may be s Tur 5.04 (1) (m)). I- LiizY Property Owner roperty Location SW P S6 Thomas M. & Melody A. Kanten ovt. Lot NW 1/4 SE 1/4 S 6 T 29 N R 16 W Property Owner's Mailing Address DEC 0 Mug o or#--"') T Block # Subd. Name or CSM# 1187 220th Street 7 lampemw CSM 2V/5 )0 City State ip N O City l Village Town Nearest Road Baldwin WI Baldwin 110Th Ave. 6ef New Construction Use: L/J Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD _I 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 on98.08' contour. System elevation to be 99.501. adjn /✓1 Boring # J Boring 0"WM-j b Pit Ground Surface elev. 98.21 ft. Depth to limiting factor 20" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 *Eff#2 1 0-10 10yr3/3 none sil 2fgr mvfr cs 2f,1m 0.6 0.8 2 10-15 7.5yr4/4 none sicl 2fsbk mfr cw 1vf,f 0.4 0.6 3 15-20 7.5yr4/6 none gr Ifs Osg ml cw 1vf 0.5 1.0 4 20-28 7.5yr4/6 f2f 7.5yr5/8 gr Is Osg ml gw 1vf 0.7 1.6 5 28-40 7.5yr4/6 c2d 7.5yr4/6 gr s Osg ml - 1vf 0.7 1.6 Saturated flow observedat 38". Boring # J Boring 0 Pit Ground Surface elev. 98.71 ft. Depth to limiting factor 19" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft= in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 *Eff#2 1 0-10 10yr4/3 none sil 2fgr mvfr as 2f,1m 0.6 0.8 2 10-13 10yr4/4 none sil 2fsbk mvfr cs 2f,1 m 0.6 0.8 3 13-19 7.5yr4/6 none sl 2msbk mvfr gw 1vf 0.6 1.0 4 19-24 7.5yr4/6 f2f 7.5yr5/8 sl 2msbk mvfr gw 1vf 0.6 1.0 5 24-34 7.5yr4/4 f2d 7.5yr5/8 sl 1 csbk mvfr - - 0.4 0.7 Effluent #1 = BOD? 30 < 220 mg/L and S >30 < 150 g/L ' Effluent #2 = BOD5 <30 mg/L and TSS < 30 mg/L CST Name (Please Print) ignature 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 11/5/2009 715-248-7767 Property Owner Thomas M. & Melody A. Kanten Parcel ID # from 002-1013-60 & 002-1013-80 Page 2 of 4 3 ] Boring # I Boring fI Pit Ground Surface elev. 98.92 ft. Depth to limiting factor 21" in. Soil Application Rate F 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 0-9 10yr4/3 none sil 2fgr mvfr cs 2fm 0.6 0.8 2 9-15 1Oyr4/4 none sl 2fsbk mvfr cw 2f,1m 0.6 1.0 3 15-21 7.5yr4/6 none gr sl 2fsbk mvfr cw 2f,1 m 0.6 1.0 4 21-33 7.5yr4/6 f2f 7.5yr5/8 gr Is Osg ml gw 1vf,fm 0.7 1.6 5 33-52 1Oyr4/4 f2f 7.5yr5/8 fs/Is/s Osg ml - 1vf,fm 0.4 0.7 Horizon 05 consists of an unsorted mixture of soils dominated by 10yr4/4 Osg fs, also including 7.5yr4/6 Is & 1Oyr5/6 Osg s. Loading rate adjusted to reflect permiability restrictions associated with textural changes. 41 Boring # J Boring t Pit Ground Surface elev. 94.33 ft. Depth to limiting factor 22" 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 0-7 1Oyr3/3 none sl 2fgr mvfr Cs 2fm 0.6 0.8 2 7-15 1 Oyr4/4 none gr sl 2fsbk mvfr Cw 2fm 0.6 1.0 3 15-22 7.5yr4/4 none gr Is Osg ml cw 1vf,fm 0.7 1.6 4 22-28 1 Oyr4/4 f2f 7.5yr5/8 vfs Osg ml gw 1 vf,f 0.4 0.6 5 28-56 1Oyr4/6 none Is/s Osg ml - 1vf 0.5 0.8 Horizon #5 consists of an unsorted mixture of soils dominated by approx. 70% 10yr4/6 Osg Is with 30% 10yr5/6 Osg s. Loading rate adjusted to reflect permiability restrictions associated with textural changes. F-s 1 Boring # 0 Boring 0 Pit Ground Surface elev. 95.61 fl. Depth to limiting factor 23" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPD/ftZ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-8 1 Oyr4/3 none sil 2fgr mvfr as 2f,1 m 0.6 0.8 2 8-15 1Oyr4/4 none sl 2fsbk mvfr cs 1vf,fm 0.6 1.0 3 15-23 7.5yr4/4 none sl 2msbk mvfr gw 1vf,fm 0.6 1.0 4 23-29 7.5yr4/4 f2f7.5yr5/8 sl 1msbk mvfr gw 1vf,f 0.4 0.7 5 29-51 1Oyr4/4 f2d 7.5yr5/8 Ifs/Is Osg m1 - 1vf,f 0.4 0.7 Horizon #5 consists of an unsorted mixture of soils dominated by approx. 60% 10yr4/4 Osg Ifs with 40% 7.5yr4/4 Osg Is. Loading rate adjusted to reflect permiability restrictions associated with textural changes. * Effluent #1 = BOD 5> 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. SBD-8330 (R.07/00) A.C.E. Soil & Site Evaluations 2190 PROPERTY OWNER: Thomas M. & Melody A. Kanten SOIL AND SITE EVALUATION Page 3 of 4 PARCEL I.D.# from 002-1013-60 & 002-1013-80 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. w ..~Or ~ Q✓a~UO-~ron ~i ~Pe ~',ZJ90 ,Cod ~o,r~a~'oooscd mow(, q wy~.SEyy, .S¢c., G, r. ,z9~1, ~ • rp aF i ~rpe. 97.0= 97sT 83 4V hoc ' i ° I ~ Rd. c.,o;µe• Assa.ncde(crt=/dd~' t I i q~. bl s a aA~~ o 0 Parcel 002-1013-60-100 02/28/2012 04:31 PM PAGE 1 OF 1 Alt. Parcel 06.29.16.89A-10 002 - TOWN OF BALDWIN Current 1X 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 " 2162 110TH AVE SC 0231 SCH D BALDWIN-WDVILLE SP 1700 WITC Legal Description: Acres: '12.623 Plat: 5704-CSM 24-5704 002/2010 SEC 6 T29N R16W PT NW SE & SW SE & PT- Block/Condo Bldg: LOT 07 GOV LOT 3; BEING CSM 24-5704 LOT 7 (12.623AC) 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: 132916 Use Value Assessment Valuations: Last Changed: 04/06/2011 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 11.000 1,600 0 1,600 NO 00 AGRICULTURAL FOREST G5M 1.623 1,500 0 1,500 NO 00 Totals for 2011: General Property 12.623 3,100. 0 3,100 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 I IIlIII IIIII'''"'''III !lIII I{III {Ili VIII{ Illf I{!I * 9 1 6 0 7 5 3 916075 BETH PABST REGISTER OF DEEDS ST. CROIX CO., WI CERTIFIED SURVEY MAP - RECEIVED FOR RECORD 05/14/2010 02:30PM LOCATED IN PART OF THE NW 1/4 CERTIFIED SURVEY MAP OF THE SE 1/4, THE SW 1/4 OF VOL: 24 PAGE: 5704 THE SE 1/4 AND IN PART OF / IP REC FEE: 15.00 GOVERNMENT LOT 3, OF SECTION ' ~111L 1 i® PAGES: 3 5, T29N, R1 6W, TOWN OF BALDWIN, ST. CROIX COUNTY, WISCONSIN. ~p`3'~"~ sl)IL J -IJIL Alllc. / %D v ~p~o~O ~llic/ / Z crn R~ cwa 2~I F- 11.L POWTSSAREA m S r 111 ~ z:c [ p ^ ` O r~D _ Q L'v[R m z Q O Q .5 cn L J (O Z 2 r ~ CRptX CORD / ' Tra " ~ SR I" I W ' F4 0 LL =o v~lLL / I- (n 170.10, / j LOT 8 m SCALE IN FEET 1 " 200' \ //PROPOSED-- 357,851 SO. FT. 'LLL POWTS AREA 8.215 ACRES / 0 1O' 5 200 100 0 200 N p PREPARED FOR: Z TOM & MELODY KANTEN _ - . - - • - _ rn _ _ 8 1 187 220TH STREET L m j ~ - - BALDWIN, WI 54002 i SOUTH E LINE SURVEYOR: cn NWI/4 OF DOUG ZAHLER cy? cZn THE SE1/4 S & N LAND SURVEYING, INC. 90 N 2920 ENLOE STREET C P SUITE 101 C a ® S88°42'36"E 328.57' HUDS WI 54016 Zi M a 262.55' p ~Oo-w1isc,O D ` 1 ''/Ly cn 6J8 ° i jPfDOUGLAS J. S~ ~s LOT 7 $ I i * ZAHLER 3-21 AREAS (3 UDS N. 549,853 SO. FT. 12.623 AC. = TOTAL 02 O 547,673 SO. FT. 12.573 AC. = EX. R/W COIo _ j 479,814 SO. FT. 11.015 AC. = EX. ESMNT. j s U V ~t0 I 1 wQ I C~ SOUTH LINE OF THE N1/2 OF o cci I THE SWII/4 OF THE SE1 /4 S87°35'28"E 629.99' I rn fl I I~ m • • p i® (IDIAd1fP_LgS~°Ptg_® ILgf~O~ I I I O THE ORDINARY HIGH WATER MARK (OHWM) AND i g CORRESPONDING 75-FOOT BUILDING SETBACK SHOWN ON m I THIS MAP ARE SHOWN FOR INFORMATIONAL PURPOSES d I~ ONLY. THE OHWM SHOWN WAS DETERMINED BY S & N 00 LAND SURVEYING AND MAY NOT INDICATE THE ACTUAL I A au THE PROPERTY DEPICTED ON OHWM. CONTACT THE WI DEPT. OF NATURAL RESOURCES IM I I ~ ~ THIS CERTIFIED SURVEY MAP S FOR AN OFFICIAL DETERMINATION OF THE OHWM. o I CONTAINS ( I I O EACH PARCEL SHOWN ON THIS MAP IS SUBJECT TO STATE, I M SHORELAND-WETLAND m I I M AREAS AND IS SUBJECT TO m COUNTY AND TOWNSHIP LAWS, RULES AND REGULATIONS 'M c4 j ST. CROIX COUNTY (I.E., WETLANDS, MINIMUM LOT SIZE, ACCESS TO PARCEL, I m SHORELAND ZONING. A LAND ETC.) BEFORE PURCHASING OR DEVELOPING ANY PARCEL 0- USE OR SPECIAL EXCEPTION CONTACT THE ST. CROIX COUNTY ZONING OFFICE AND PERMIT MAY BE REQUIRED o THE TOWN OF BALDWIN FOR ADVICE. 1 FOR GRADING AND/OR ACCESS CONSTRUCTION ACTIVITIES. EASEMENT S1 ~4 FOR LOT 8 g it 0 CORNER 110TH AVENUE S87°3211 "E 66.07' SECTION 6 33.03' • • 33.03' CORNER _ _ SS_7°32'11 "E 1260.88' SECTION 6 SOlfTii UNE OF THE SE1 T4__ _ S87°3211 'E_6_807. _ 1 %fEET 1 OF 3 r- ...-S87°32'11 "E 2653.91'----- Vol. 24 Page 5704