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Home My WebLink About032-1046-60-000 XAN SOIL EVALUATION REPORT #162s sC~A Department of Co in accordance with Comm 85, Wis. Adm. Code Page 1 of 5 Division of Safety and uil gs Schmitt Soil Testing, Inc. 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 percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. Part of 032-1046-60-000 Please print all information. Re4iewe Date Personal information you provide may us s (Pricy Law, s. 15.04 (1) (m)).n~ Property Owner Property Location Hillquist, Kirk Govt. Lot SE1/4, SW1/4, S16, T31 N, R19W Property Owner's Mailing Address JUN 0 Lot # Block # Subd. N,~tne , CSM# 11150 121 st St. N. 1 CS Pending 29.61 Acres) City St tees & Z r City E] Village Town Nearest Road "06 OFF" I _F_ F Stillwater Somerset 210Th Ave. ❑ New Construction Use: ❑ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material Outwash over till Flood plain elevation, if applicable na ft. General comments and recommendations: Area is suitable for a mound system. System elevation is 100.04' based off contour line established at 99.20'. Slope of area is 12%. Depth to limiting factor is 26". F1 Boring # Boring Pit Ground surface elev. 99.70 ft. Depth to limiting factor 26 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 'Eff#2 1 0-12 10yr3/3 none sil 2fsbk mfr cs 2f,2vf .6 .8 2 12-26 10yr5/3 none sil 2msbk mfr gw 2vf .6 .8 3 26-38 10yr4/4 c1d 10yr6/6 sicl 2msbk mfr gw 1vf .4 .6 10yr5/2 4 388 105/5/4 c1d 10yr6/6 sl imsbk mfr gw 1 .4 .7 Oyr6/2 5 48-92 10yr5/4 c2d 7.5yr6/6 gffsl icsbk mvfr 2 6 7.55/5/2 Boring # ❑ Boring ❑ Pit Ground surface elev. 99.60 ft. Depth to limiting factor 37 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 sl 2fsbk mfr gw 2f,2vf .6 1.0 2 10-20 10yr4/4 none SI imsbk mfr gw 2vf .4 .7 3 20-37 10yr4/3 none vgrsl imsbk mfr a .4 .7 4 37-69 10yr5/6 c1f 10yr6/6 grlcos lcsbk mfr cs 2 6 10yr6/2 5 69-96 5yr4/4 c2d 7.55/6/6 7.55/5/2 sl Om mfi .2 .6 37-69" has 2" bands of 10yr4/4 fsl imsbk changes rate of horizon to 0.2gpd/sgft. * 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 CST Name (Please Print) Signature: CST Number Thomas J. Schmitt 227429 Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond, WI 54017 6/4/2010 715-247-2941 SBD-8330 (8.07100) Property Owner Hillquist, Kirk Parcel ID # Part of: 032-1046-60-000 Page 2 of 5 FYI M Boring # ❑ Boring Pit Ground surface elev. 95.70 ft. Depth to limiting factor 30 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eft#2 1 0-8 10yr3/3 none I 2fsbk mfr cs 2f,2vf .6 .8 2 8-23 10yr3/4 none Sid 2fsbk mfr gw 2vf .4 .6 3 23-30 10yr4/4 none sl lmsbk mfr gw 1vf .4 .7 4 30-38 10yr4/4 c2d 7.5yr6/6 sl lmsbk mfr gw .4 .7 7.5yr6/2 5 38-84 10yr5/4 clf 7.5yr5/6 gricos lcsbk mfr .2 .5 7.5 r5 2 38-84" has 2" bands of 10yr3/4 fsl Om changes rate of horizon to 0.2gpd/sgft. FZI Boring # Boring Pit Ground surface elev. 97.49 ft. Depth to limiting factor 28 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-16 10yr3/4 none sl 2fsbk mfr cs 2f,2vf .6 1.0 2 16-28 10yr4/4 none I 2msbk mfr gw 2vf .6 .8 3 28-38 7.5yr4/6 cld 7.5yr6/6 7 5yr6/2 sicl 2msbk mfr gw 1vf 4 6 4 38-59 7.5yr5/6 c2d 7.5yr6/6 fsl 2msbk mfr cs .4 .8 7.5yr6/2 5 59-84 7.5yr5/4 c2d 10yr6/6 1 r5/2 Icos lcsbk mfr 7 1.6 F-sl M Boring # Boring. Pit Ground surface elev. 98.29 ft. Depth to limiting factor 29 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-14 10yr3/4 none A 2fsbk mfr cs 2f,2vf .6 .8 2 14- 10Yr5/3 none sil 2msbk mfr 9w 2vf .6 .8 3 29-42 10yr4/4 c2d 10yr6/6 10yr6/2 sl imsbk mfr gw 1vf 4 7 4 42-56 10 r5 4 m2d 7.5yr6/6 y / 7 5yr6/2 grlcos lcsbk mfr CS 7 1.6 5 56-84 10yr5/6 clf 10yr6/6 Ifs lcsbk mvfr cs 5 1.0 10 r5 2 6 84-115 5yr4/4 c2d 7.5yr6/6 sl Om mfr 7.5yr6/2 2 .6 * 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) Schmitt Soil TestiM, Inc. i Property Owner Hillquist, Kirk Parcel ID # Part of: 032-1046-60-000 Page 3 of 5 F -1 Boring # Boring pit Ground surface elev. 106.66 ft. Depth to limiting factor 27 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 0-7 10yr3/4 none I 2fsbk mfr gw 2f,2vf .6 .8 2 7-27 10yr4/3 none sl 2msbk mfr gw 2vf .6 1.0 3 27-37 10yr4/4 c2d 10yr6/6 sl 2msbk mfr gw 21vf .6 1.0 10yr6/2 4 37-50 1 r5/4 c2d 7.5yr6/6 7 1.6 OY 7 5yr6/2 grlcos Osg mfr a 5 50-58 7.5yr4/4 m2d 7.5yr6/6 sl lmsbk mfr cs 4 7 7.5yr6 2 6 58-76 5yr4/4 c2d 7.5yr6/6 sl Om mf .2 .6 7.5yr6/2 ❑ Boring # 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 GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 ❑ Boring # 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 GPD/ft2 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) SChffdd Soil Testlng, Inc. Page 4 of 5 Conducted by: Conducted For: Schmitt Soil Testing Inc. Name: Kirk Hillquist Thomas J. Schmitt, CST 227429 Address: 11150 121st St. N. 1595 72nd St. City, State, Zip: Stillwater, MN 55082 New Richmond, WI. 54017 Phone: 715-2 -294 Subd.Name: NA -41 $ignatu r Lot No.: 1 Date e / l o2010 Legal Description: SEl/4 SWl/4 S16 T31N R19W ■ Backhoe pit Township, County: Somerset, St. Croix County ♦ Bench Mark 1 El. 100.00' Top of 2" PVC pipe per 0 Bench Mark 2 El. 82.43' top of SE lot corner iron pipe Slope= 11% Contour Line Length 92' Contour Line El. 99.20' r Scale 1" = 40' -v ~ q 31 j 93 a\ )el V- 9/6" l CERTIFIED SURVEY MAP LOCATED IN PART OF THESE 114 OF THE SW 114 OF SECT/ON 16,73 IN, R19W, TOWNOFSOMERSET, ST CROIXCOUNTY WISCONSIN. PREPARED FOR: SURVEYOR: N i K/RKH/LLOU/ST DOUGZAHLER O Z 11150121STST. N. S& NLAND SURVEY/NG, INC. n H y ST/LLWATER, MN 55082 2920 ENLOE STREET O O SUITE 101 HUDSON, W154016 EACH PARCEL SHOWN ON THIS MAP IS LEGEND \ o m ~ SCALE IN FEET 1" = 200' SUBJECT TO STATE, COUNTYAND a m TOWNSHIP LAWS, RULES AND 0 m FOUNDALUM/NUMCOUNTY RIO REGULATIONS(/.E., WETLANDS, SECT/ONCORNERMONUMENT any 200 100 0 200 M/N/MUMLOTS/ZE, ACCESS TO I RI m PARCEL, ETC) BEFOREPURCHASING • FOUND f"OUTSIDE y OR DEVELOPING ANYPARCEL DIAMETER IRON PIPE y O 2 CONTACT THE ST. CRO/X COUNTY ZONING OFFICEANDTHETomOF SET1-1/4"OUTS/DED/AMETERBY SOMERSfTFORADV/CE. Q 18"LONG/RONP/PE, WEIGHING N114 CORNER 1.68 LBS. PER LINEAR FOOT SECT/ON 16 I w UNPLATTED LANDS ---S89°19'23"E 978.4T _ 106.96 281.9T 234.18' 131.3T 190.85, 33.15' p co 332.67' -{I m N0R7HLINEOFTHESEI140FTHESWI14 m lo c 10 m I~ T I~ ~ I I A I O I m LOT 1 ? `I 1,289,915 SQUARE FEET l z z w 2 29.612 ACRES $ R, A g :-@ z I'A I~ v O - N I~ A N lr I D ce i4 cq -t m I~ o Iw Id m m i Im C Q C 'w v+ y I A y I~ r I I~ C4 Io - I W N A- 01 I N 01 N I yy61 S1/4 CORNER Sop VOLUME 1115, PAGE 342 SECT/ON 16 D N89°30'5 ' .847.72 _NQ°5551"1N 89°30'52"W 332.64' u °f 33.0 } CENTERLINE U7HL/NEOF7HESWI14 J -T-:21 OTH AVENUE N89°30'52"W 134.03' UNPLATTED LIMOS THIS INSTRUMENTDRAFTEDBYDOUG ZAHLER ✓OBNO.6446-002 DATE. 06103/10 SHEET 1 OF 2 Parcel 032-1046-60-000 05/06/2013 02:29 PM PAGE 1 OF 1 Alt. Parcel M 16.31.19.235 032 - TOWN OF SOMERSET Current 1K ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner 0 - HILLQUIST, KIRK L & TRACEY A KIRK L & TRACEY A HILLQUIST 11150 121 ST ST N STILLWATER MN 55082 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description SC 5432 SCH DIST OF SOMERSET SP 1700 WITC Legal Description: Acres: 40.000 Plat: N/A-NOT AVAILABLE SEC 16 T31 N R1 9W 40A SE SW Block/Condo Bldg: Tract(s): (Sec-Twn-Rng 401/4 1601/4) 16-31N-19W SE SW Notes: Parcel History: Date Doc # Vol/Page Type 07/16/2009 900246 WD 11/01/2004 778553 2686/276 LC 2013 SUMMARY Bill M Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 04/07/2011 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 14.000 1,800 0 1,800 NO UNDEVELOPED G5 1.000 100 0 100 NO AGRICULTURAL FOREST G5M 25.000 50,000 0 50,000 NO Totals for 2013: General Property 40.000 51,900 0 51,900 Woodland 0.000 0 0 Totals for 2012: General Property 40.000 51,900 0 51,900 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