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HomeMy WebLinkAbout010-1083-20-060 (2) s 1323 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Steel Soil Service 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. / V m dj 010- P/ease print all information. R iewed Dat Personal information you provide may used for secondar purpose '"y lit ;3~ 19 (14{m~. L~ Property Owner Property Lo tion Christensen, Kurt Govt. Lo na SE 1/4 SW 1/4 S 34 T 30 N R 16 W A 10' Block # Subd. Name or CSM# _ / -7y Property Owner's Mailing Address k 877 Benoy Dr 2pen na 35 Acres City State Zip Code Ph' ne Number City i J Village e Town Nearest Road \ u ~r Hudson WI 54016 ~71 5=386=6340--p- Emerald Cty Rd 16 New Construction Use: s{ Residential / Number of bedrooms 4 Code derived design flow rate 60 GPD Replacement J Public or commercial - Describe:na Parent material Ridges of ground moraines Flood plain elevation, if applicable na General comments a and recommendations: Mound design, system elevation 99.45ft based on contour line elevation 98.15ft. Dry" v 'I Boring # I Boring ❑ N' Pit Ground Surface elev. 98.85 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 0-9 10yr3/2 none sil 2msbk mfr cs 2f .5 .8 ~t 2 9-20 10yr4/4 none scl 2msbk mfr gw if .4 .6 3 20-48 7.5yr4/4 c2d7.5yr5/6 sct om mfr na na .0 .0 Water seepage at 20" Boring # J Boring o b /4 S o Pit Ground Surface elev. 98.85 ft. Depth to I sting 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 1 0-12 10yr3/2 none sil 2msbk mfr gw 2f .5 .8 2 12-20 10yr4/4 none sicl 2msbk mfr gw 1f .4 .6 3 20-36 7.5yr4/4 none scl 2msbk mfr Fna na .4 .6 4 36-48 7.5yr4/4 c2d 7.5yr5/6 scl 2msbk mfr na .4 .6 5 48-60 7.5yr4/4 c2d7.5yr5/6 sl om mvfr na .3 .5 Water seepage at 48" " Effluent #1 = BOD? 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 David J. Steel 248956 Address Steel Soil Service Date Evaluation Conducted Telephone Number 1564 CR GG, New Richmond, WI 54017 5/21/2003 715-246-5085 Property Owner Christensen, Kurt Parcel ID # 010-1087-20-050 Page 2 of 3 3] Boring # J Boring 11 Pit Ground Surface elev. 96.05 ft. Depth to limiting factor 20 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD1fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-9 10yr3/2 none sil 2msbk mfr cs 2f .5 .8 2 9-20 10yr4/4 none scl 2msbk mfr gw 1f .4 .6 3 20-48 7.5yr4/4 c2d7.5yr5/6 scl om mfr na na .0 .0 Water seepage at 20" F-1 Boring # J I 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 P in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 F-1 Boring # I 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 PD in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * 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. Page 3 of 3 STEEL'S SOIL SERVICE INC. David J. Steel 1564 Cty Rd GG CST-POWTSM Kurt Christensen New Richmond,WI 54017 Lic. #248956 SEl/4,SW1/4,S34,T30N,R16W Bus.(715) 246-6200 Town of Emerald, St. Croix Co. Fax.(715) 246-9372 35 acres Lot 2 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 1" = 40' ♦ = Benchmark Ele. 100.00Ft N Top of 1/2" pvc pipe • = Alt Benchmark E1e.100.10R Top of 1/2" pvc pipe 0 = Borings Boring Elevations p<'yk` k~r- B 1 = 98.85Ft B2 = 98.85Ft B3 = 96.05Ft B4 = MOOR -6 ' AeodE G~ l-6 (3Z 3q 16,66 yak ~'a5 ALC F~9 is~f- Parcel 010-1083-20-060 02/12/2008 10:09 AM PAGE 1 OF 1 Alt. Parcel 34.30.16.5088 010 - TOWN OF EMERALD Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): 0 = Current Owner, C = Current Co-Owner O - CHRISTENSEN, KURT & ELIZABETH KURT & ELIZABETH CHRISTENSEN 847 WYLDWOOD LN HUDSON WI 54016 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description ' 2432 CTY RD DD SC 0231 BALDWIN-WOODVILLE AREA SP 8020 UPPER WILLOW REHAB DIST SP 1700 WITC Legal Description: Acres: 10.020 Plat: 4595-CSM 17-4595 010-03 SEC 34 T30N R16W PT SE SW CSM 17-4595 Block/Condo Bldg: LOT 01 LOT 1 (10.02 AC) Tract(s): (Sec-Twn-Rng 401/4 1601/4) 34-30N-16W SE SW Notes: Parcel History: Date Doc # Vol/Page Type 09/04/2003 738834 2400/400 WD 08/27/2003 737588 17/4595 CSM 01/16/2001 636895 1576/216 WD 08/17/2000 628384 1535/322 WD more... 2008 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 07/29/2005 Description Class Acres Land Improve Total State Reason PRODUCTIVE FORST LANDS G6 10.020 60,000 0 60,000 NO Totals for 2008: General Property 10.020 60,000 0 60,000 Woodland 0.000 0 0 Totals for 2007: General Property 10.020 60,000 0 60,000 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 APR 1 2 2004 737M&S 4' (rte; -rj"°d VOL 17 PAGE 4596 s I Cf? KATHEM H. NALSA- .a- ..5 REGISTER OF DEEDS RECEIVEDxFO . kERPDRD CERTIFIED SURVEY MAP 08/27/2003 08t30AM LOCATED IN THE SE1 /4 OF THE SW1 /4 CERTIFIED SURVEY MAP OF SECTION 34, T30N, R1 6W, TOWN OF REP FEES 13.90 COPY FEE: 3.00 EMERALD, ST. CROIX COUNTY, PASOt 2 t WISCONSIN. $ o !2F 0 Cal _ IDHp. m 'll Q N~ _g o Z m La z Ell *11 o ~ m D v zm Z m pz i c ~ r~i ~ ~gPL~' II z s ~'-v O m f~~s 70 T v Z Li Z BEARINGS ARE REFERENCED TO THE ST. CROIX COUNTY COORDINATE SYSTEM i WEST LINE OF THE SE114 OF THE SW1/4 NOO°01'12"E NI o W i 228.66' I ~ EXISTING 77'" z N I N00°16'SO"W 1104.76' I _ I~ A I ~ ~ 1054.72 ~ \ I o > LV v m t~ m n I A I ~I PROPOSED p n- 1 Nq J j0 33' 5d w aO j O S00°l6'W'E 1008.73' I I a I ~ 165. 8' 858.69' ► x I + ~ ► EXISTNG ~ N I I ..il I~ AY 6.00, Y I a. 66.5 463. E; y~ ► I W JOO z S00'16'50'E 560.00' I m I • ~mrn0 ~ ml~ Q+V I 'sy Q N x pi v 1 t~ ~ 5,,~ ~ I O I t • N I~ ~ w I yy LLLL7777 T D ~ x I~ I W ~Q ► I ° 6 3' r all Olt- Z , -I , I to m ~3 I l°~P1 j 'D ^ ► ► WEST LINE OF THE EAST 66' J R v 8$ OF THE SE1/4 OF THE SW1/4 753.0-V ► 527.38' ISTI G DRIVEWAY 50, 00002'52'W , NORTH • SOUTH 1/4 LINE A N00•02'52"500.29 ~.x ~ V x ' N88°00'27"W 66.04' ~ S00'02'62"W 5305.24' CORNER N88'0027"W88.04 UNpUTT~~ U-NO-._03-4 ~0WH~~ ®V ©UNIRM SE N1/4CTIOION 34 ~ _ _ THIS INSTRUMENT DRAFTED BY EDWIN FLANUM JOB 1 DATE: 7-21.03 SHEET 7 OF 2 SHEETS ' Vol. 17 Page 4fW6