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Home My WebLink About018-2009-12-000 ._r,. 1555 SOIL. EVALUATION REPORT Page I of 3 Wisconsin Department of Comr~lerce Division of Safety and Buildings in accord with Comm 85, Wis. Adm. Code Steel's Soil Service, Inc. County Attach complete site plan on paper not less than 8% x 11 inches in ize. Plan must St. Croix include, but not limited to: vertical and horizontal reference point (B direction and ron and r dance to nearest road. Parcel I.D. percent slope, scale or dim' ions, north anew, an¢ lgcaf Please piutf all iiiorma ton. Rev`rewe By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). f/ l(2 Property Owner Property Location Cutting Edge Four, LLC Govt. Lot n/a NE 1/4 SE 1/4 S 4 T 29 N R 17 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# E976 170 TH Street 12 n/a Hillside Heights City State Zip Code Phone Number J City J Village 16 Town Nearest Road Hammond WI 54015 715-796-2793 Hammond Cty Rd T 01 New Construction Use: 01 Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD I Replacement Public or commercial - Describe:n/a Parent material Ground and end moraines, pitted glaical drift Flood plain elevation, if applicable n/a General comments and recommendations: Mound design, system elevation 98.70 ft. based on contour line elevation 97.70 ft. Boring # Boring 16 Pit Ground Surface elev. 98.10 ft. DepIH to limiting factor 25 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 0-11 10yr3/1 none sit 2msbk mfr cs 1f .6 .8 2 11-25 10yr4/4 none sicl 2msbk mfr cs na .4 .6 3 202 5yr4/4 f1f7.5yr5/6 scl om mfi na na .0 .0 Boring # J Boring ✓_f' Pit Ground Surface elev. 98.10 ft. Depth to limiting factor 28 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 10yr3/1 none sit 2msbk mfr cs 1vf .6 .8 2 10-28 10yr4/4 none scl 2msbk mfr gw na .4 .6 3 28-75 5yr4/4 none scl/sl om mfi na na .0 .0 * 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 -c.D 248956 Address Steel's Soil Service, I Date Evaluation Conducted Telephone Number 994 200th St., Baldwin, WI 54002 9/13/2004 715-684-5680 Property owner Cutting Edge Four, LLC Parcel ID # Pending Page 2 of 3 3] Boring # Boring Pit Ground Surface elev. 95.70 ft. Depth to limiting factor 29 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 10yr3/1 none sil 2msbk mfr cs 1f .6 .8 2 10-29 10yr4/4 none scl 2msbk mfr cs na .4 .6 3 29-60 5yr4/4 none SIAS om mfr na na .2 .6 ❑ Boring # J 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 ME - in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 A Boring # Boring F-1 I _ 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 * Effluent #1 = BOD5> 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 i 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. L_ Page 3 of 3 STEEL'S SOIL SERVICE INC. David J. Steel 994 2001" St. CST-POWTSM Cutting Edge Four, LLC Baldwin, WI 54002 Lic. #248956 NE1/4,SE1/4,S4,T29N,R17W Bus.(715) 684-5680 Town of Hammond, St. Croix Co. Fax.(715) 684-3449 Hillside Heights, Lot /2 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. Legend N 1" = 40' ♦ =Benchmark Ele. 100.00Ft Top of 3/4" pvc pipe • = Alt Benchmark Ele. 100.30Ft Top of 3/4" pvc pipe ❑ = Borings Boring Elevations BI =98 ' 1017t B2 = 98.1OR B3 = 95.70Ft B4 T OO.OOFt 00 n ~ 3f 3 Cv ~ '"7j I/~.r v )jrLjI N.B/2.48 Ac.' 00 N.B. 68465/S.F. l II t ~ I LBO = -UM.' ' / / - f ( I lff`B. 1.57 Ac. / I X100. -9T6-73 S. F, TT Ac. / ' . ' - - - N.B. 91873.S.F ` 904.0 S.Ff. - 1150 Ac. t c9 c-1' - - 27-07 Ac I I ~ t / ~t i t I I I x 1.B. 90140 S.F. N\ B. 65425 S.FI\ I~ d I 1 r' I I .B. 1.~\ Ac. N.B. 2.07 Ac. ` I x I \ N t I I I u~J ~ I N 189-06'0\Q" W 367.43 .18' 288.25' 70474 ~S.P. 7074\ S.F j \ ~O 1~1 I I i \ 8 75151 1.73 Ac. N.B.-75y51 S.F. I I ! 1 66532-- &F- \ N.B. 1.73 Ac. I i I\ I~ 1 1.53 AC._ • \ ~--X - -X ~~~j~/` \ N.B. 66552 S.F - n' 7 X12 I, \ \ 6 0 \ N.B. 1.53 Ac.~ 7770 65 S. F. \ \ 6 'S: F. - - \ \ 1. 5 NA .-67565 S.F. \ N.B. 0f S. F. - \ \ \N.B. 6& •1.55\Ac. \ \ 5 N.19 y56 1.6 Ac. / S. 0 .50 A-is \ \ N.B. 65416-5/ \ N \ \ \ \ \ \ \ \ \.NB. 1.50 Ac.