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Home My WebLink About026-1097-80-100 (82)2-11 b �*Scons n SOIL EVALUATION REPORT #1725 1 Department of Commerce in accordance with Comm 85, Wis. Adm Code Page of X Ser Steers Soil vice, Inc. Division of Safety and Buildings Attach complete site plan on paper not less than 8'/2 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 dime arrow, and location and distance to nearest road. ' - pending P1 int a gIFTtlj3ti� rp r Reviewed By Date Personal information you pro y used for secondary purposes (Priv Law, S. 15.04 (1) (m)). Properly Owner JUL 1 ��G. Property Location ,.„� Stallion Development LL`� Govt. Lot na NW1/4, NW1/4, S34, T30N, R18W Property Owner s Mailing A ST. CRQIX CQLI l T r Lot # Block # Subd. Name or CSM# ``� CC 1221 130th Ave ' )N NG t�rr iCE 18 na Riding Meadows fed — - -- City to Zip Code Phone Num r i J City Ll Village L' .' Town Nearest Road New Richmond WI 54017 1 715-246-5440 Richmond 120Th St New Construction Use: Residential 1 Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement Public or commercial - Describe: na Parent material Ridges and drainageways of limestone uplands - Flood plain elevation, if applicable na ft General comments Mound design, system elevation 101.50ft based on contour line elevation 100.50ft and recommendations: 1 Boring # Boring .....- pit Ground surface elev. 100.80-_- ft. Depth to limiting factor 39 in. Soil Application Rate Horizon Depth in. Dominant Color Redox Description ! Texture Structure Munsell Qu. Sz. Cont. Color f I Gr. Sz. Sh. Consistences Boundary Roots GPDffF 'Etf#1 'E42 1 0-16 10yr3/1 none sil 2msbk mfr Cs mfr cs 1vf .6 .8 2 16-39 10yr4/4 none sicl 2msbk na .4 .6 3 39-84 10yr7/8 none imestondresiduum na na na .0 .0 Fi-IBoring # Boring Pit Ground surface elev. 100.$0 ft. Depth to limiting factor 32 in. [Soil Application Rate Horizon Depth Dominant Color in. Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Consistence Gr. Sz. Sh. Boundary Roots GPD/fr= 'Eff#1 'Eff#2 1 0-19 10yr3/1 none sil 2msbk mfr cs 1vf .6 .8 2 19-32 10yr4/4 none Sid 2msbk mfr Cs na .4 .6 3 32-75 10yr7/8 none r-actuerei limestone na na na .0 .0 ' Effluent #1 = BOD s> 30 < 220 mg/L and TSS >30 < 150 mglL ' Effluent #2 = BOD< <30 mg/L and TSS ,30 mg/L CST Name (Please Print) -_ :—�—��,ignature: CST Number David J. Steel %�/248956 Address Steel's Soil Service, Inc. Date Evaluation Conducted Telephone Number 994200th St, Baldwin, WI 54002 6/27/2005 715-760-0347 Property Owner Stallion Development LLC Parcel ID # pending Page 2 of 3 ❑ Boring # Boring 1dO• ft. Depth to limiting factor 55 Pit Ground surface elev. _ 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 --T2 0-26 10yr3/1 none A 2msbk mfr c5 lvf 6 .8 26-36 10yr4/4 none sicl 2msbk 2msbk mfr Cs na na .4 .6 1.6 3 36-55 L5yr4/4 none sl mfr Cs .6 na na na .0 .0 4 55-84 1Oyr7j8 none imestant: residuum F-1Boring Boring # ft. Depth to limiting factor f Pit Ground surface elev. g �n Soil Application Rate Horizon Depth Dominant Color Redox Description in. Munsell Qu. Sz. Cont. Color Texture Structure Consistence Gr. Sz. Sh. Boundary Roots ! GPOM2 'Eff#1 •Eff#2 i ❑ Boring # — Boring f pit Ground surface elev. fl. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence in Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. I Boundary Roots GPD/ t' `Eff#1 'Eff#2 ' Effluent #1 = BOD5> 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 altemate format, please contact the department at 608-266-3151 or TTY 608-264-8777. 5BD-83301R.07100) Sty s SOa `eke, UX• STEEL'S SOIL SERVICE INC. David J. Steel Stallion Development LLC 994 20e St CST-POWTSM NW1/4,NW1/4,S34,T30N,R18W Baldwin, W154002 Lic. #248956 Town of Richmond, St. Croix Co. Direct 715-760-0347 Riding Meadows Sub. Lot, 1S 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 1 , = 40' ♦ = Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe • = Alt Benchmark Ele. 100.10 ft Top of 3/4" pvc pipe C� = Borings IS 161 MW 3q Boring Elevations B1= 100.80ft B2 = 100.80 ft B3 = 100.00 ft B4 = 0.00 ft N 3of3 m ton. 968.5 1 �� x � i _ �13 973.22 X f Nis 972.4 } x = w� �G x 972.9 � / x J` 7.39 acr X 977.7 LOT 5 LOT 6 Lj t - - �- 1.5T acres -- -- 1� 979.2 j x; r j -1.54 a s 982.7 X 978.E r x 977.2 1 979.2 x 981.2 x 3 ti �, 1.50 acres