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Home My WebLink About002-1012-30-200 (2) 1593 SOIL-eI$LUAj1ON REPORT page 1 of 3 Wisconsin Department of Commerce Division of Safety and Buildings in 9ccordance with Comm 85, Wis. Adm. Code Steel's Soil Service, Inc. County Attach complete site plan on pa r r 8'/: x 11 inches in size. PIMn p)ust St. Croix include, but not li ' ed to rti n taGreference point (BM), direitiorf and Parcel LD. percent slo ;and location and distance to nearest road. print aU intrmatlmn. R ewed Date Personal information you provide maybe used for sectindarYurps j2avaeTtNi s. 15.04 (1) (m)). Property Owner Property Location Fleishauer, Grant Govt. Lot na NW 1/4 NE 1/4 S 6 T 29 NcR~l16 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 4027 220th Ave NW 1 na CSM # City State Zip Code Phone Number J City Village YI Town Nearest Road Anoka MN 55303 715-753-2419 Baldwin ,)/5 Cty Rd DD Use: (J Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD New Construction J Replacement -J Public or commercial - Describe: Parent material End moraines and ridges of ground morarines Flood plain elevation, it applicable na General comments and recommendations: Mound design, System elevation 100.17ft. based on contour line elevation 98.50ft. IaAle~x- ~i4 f6'cen~~ cA Boring # 1 Boring Pit Ground Surface elev. 99.50 ft. Depth to limiting factor 16 in. Soil Application Rate Horizon I Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *E GPD/ft.Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-9 10yr3/2 none I 2msbk mfr cs 1 c .6 .8 2 9-16 10yr6/4 none sl 2msbk mfr cs 1vf .6 1.0 3 16-18 7.5yr4/4 c2d 7.5yr4/6 sl 2msbk mfr cs na .6 1.0 M18-3655yrr44/44 c2d 7.5yr5/6 scl om mfr na na .0 .0 Boring # Boring 01 Pit Ground Surface elev. rla ft. Depth to limiting factor 23 in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots E 1 PD/ft*Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-8 10yr3/2 none I 2msbk mfr cs 1 c .6 .8 2 8-23 10yr4/4 none sl 2msbk mfr cs 1 of .6 1.0 3 23-43 7.5yr4/4 c2d 7.5yr4/6 sl 2msbk mfr cs na .6 1.0 4 43-50 5yr4/4 c2d 7.5yr5/6 scl om mfr na na .0 .0 * Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS <_30 mg/L CST Name (Please Print) ignature: 248CST 956 Number David J. Steel , Address Steel's Soil Service, Ind.-Date Evaluation Conducted Telephone Number 994 200th St., Baldwin, WI 54002 10/26/2004 715-684-5680 Property Owner Fleishauer, Grant Parcel ID # pending Page 2 of 3 3] Boring # J Boring j Pit Ground Surface elev. 96.40 ft. Depth to limiting factor 25 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 0-8 10yr3/2 none I 2msbk mfr cs 1 c 766 .8 2 8-25 10yr4/4 none sl 2msbk mfr cs 1vf 1.0 3 25-42 7.5yr4/4 c2d 7.5yr4/6 sl 2msbk mfr cs na 1.0 4 42-50 5yr4/4 c2d 7.5yr5/6 scl om mfr na na .0 .0 Depth to limiting factor in. Soil Application Rate F-1 Boring # f Pit Boring Ground Surface elev. Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 F-1 Boring # -I Pit Boring Ground Surface elev. ff. Depth to limiting factor 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 * 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. STEEL'S SOIL SERVICE INC. 3 of 3 David J. Steel Grant Fleishauer 994200 th St. CST-POWTSM SE1/4,NW1/4,S6,T29N,R16W Baldwin, Wl 54002 Lic. #248956 Town of Baldwin, St. Croix Co. Bus.(715) 684-5680 Lot 1, Pending Fax.(715) 684-3449 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of this test may or may not be as shown, as permanent lot lines were not established at the time the soil test was conducted. Legend N 1" = 40' = Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe • = Alt Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe ❑ = Borings Boring Elevations B1 = 99.50 ft B2 = 99.50 ft B3 = 96.40 ft - - - V 14 '7~ RECEIVED 7 9 9 8 3 1 OR VOL 20 pAGE 5015 KATREE H. " REGISTER OF DEEDS RECEIVED FOR~kECORD 07/08/2005 03:13PK CROIXC~ CERTIFIED SURVEY KAp J 1 I F I E L E)~J1 i,VE1 M t1 ESFEE3 4.00 LOuATED IN PART OF THE NORTHWEST 1/4 OF TIE NORTHEAST 1/4 OF SECTION S. TOWNSHIP 29 NORTH, RANGL 16 WEST, TOWN OF BALDWIN. S--. CROIX COUNTY, WISCONSIN. OWNER: LEIS; TABLE: NOTE: GRANT 2 AUER 4027 220TH 0TH AVE. NW LINE # DIRECTION DISTANCE BEARINGS REFERENCED -J THE NORTH LINE OF THE NORTHEAST OAK GROVE, MN 55303 L1 S 0026'16" E 38.06' 1/4 OF SECTION 6, T29N, R16W, L2 N 87'2447" W 709.61' ASSUMED TO BEAR S 87'24'47" E. L3 N 01'45'37" E 38.00' L4 S 87'24'47" E 708.15' N 1/4 CORNER UNPLATTED LANDS DEDICATED SEC. 6 FOUND 1" TO THE PUBLIC BERNTSEN NAIL 26937 S.F. 613.46' - L4 0.61 ACRES L3 NORTH UNE OF THE NE 1/4 - au S 87'24'4-7 25' JOINT_.r E 2643.26' \ 1321.65 00 DRIVEWAY _ UNPLATTED LANDS L2 v1 O-ZA EASEMENT o o NE CORNER VOL. 2838 S 87'24'47" E 711.53' SEC. 6 FOUND PG. 138 - ' - - - - o ° 50.06' 1" BERNTSEN NAIL vii I 0 - I I I Z 00 II I N Yd1 'O pp I` I o I ~ IUD, l LOT 1 348495 S.F. o, I I° 8.00 Ac. I to rn r ~ \ I 1 ~ se \ I i i N 87'45'13" W 416.83' UNPLATTED LANDS SETBACK NOTE: LEGEND: FRONT SETBACK = 100' • SET 314" BY 18" ! ON SIDE SETBACK = 12.5' PIN W 1 1.50 LBS./FT. REAR SETBACK = 25' IN%;SCO~ COUNTY SECTION MONUMENT 46 _ S+(FOUND AS NOTED) - - - BUILDING SETBACK LINE SCALE: 1* . 200' +%j ° - - 25' DRIVEWAY EASEMENT . H 3 0 _ O 50 100 200 /6 QS SOIL BORING ~'•';!~'~argsurvg PROPOSED JOINT DRIVEWAY THIS INSTRUMENT DRAFTED BY JASON PAUKNER SHEET 1 OF 3 HUMPHREY ENGINEERING 1 Vol 20 Page 5015 Parcel 002-1012-30-200 01/30/2008 04:07 PAGE 10F 1 Alt. Parcel 06.29.16.82E 002 - TOWN OF BALDWIN Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 04/03/2006 00 5 Tax Address: 1 Owner(s): O = Current Owner, C = Current Co-Owner F3BDtLEISCHAUERG 1 I O - FLEISCHAUER, GRANT B 1 M 4027 220TH AVE NW y~ i~ OAK GROVE MN 55303 ~n Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description SC 0231 BALDWIN-WOODVILLE AREA SP 1700 WITC Legal Description: Acres: 8.000 Plat: 5015-CSM 20-5015 SEC 6 T29N R1 6W 28 A IN NW NE NKA CSM Block/Condo Bldg: LOT 01 20-5015 LOT 1 Tract(s): (Sec-Twn-Rng 401/4 1601/4) 06-29N-16W NW NE I Notes: Parcel History: Date Doc # Vol/Page Type 07/27/2005 801570 2852/216 WD 07/08/2005 799831 20/5015 CSM 07/23/1997 1086/288 WD 07/23/1997 758/65 more... 2008 SUMMARY Bill Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 10/25/2006 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 3.000 500 0 500 NO AGRICULTURAL FOREST G5M 5.000 8,500 0 8,500 NO Totals for 2008: General Property 8.000 9,000 0 9,000 Woodland 0.000 0 0 Totals for 2007: General Property 8.000 9,000 0 9,000 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