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Home My WebLink About026-1298-04-000 Vi$COnsin SOIL EVALUATION REPORT #1711 in accordance with Comm 85, Wis. Adm. Code Page 1 of 3 Department of Commerce steel's soil service, Inc. Division of Safety and Buildings County Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and parcel I---.D- mmg ent slope, scale or dimensions, north arrow, and location and distance to nearest road. perc .F1 ! _ Revie d B Date Pls vide m afofr e w u -0 s~a{Privy Law, s. 15.04 (1) (m)). Id 6~ Personal information you pro Property Owner Property Location Stallion Development LLC Jul- 2005 Govt. Lot na SWIM, NW1/4, S34, T30N, R18W Property Owner's Mailing Addres Lot # Block # Subd. Name or CSM# 1221130th Ave S7.0R0iX00UN7- 4 na Riding Meadows Oar City City ❑ Village Town Nearest Road New Richmond WI 54017 715-246-5440 Richmond 120Th St ® New Construction Use: ❑ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD ❑ Replacement ❑ Public or commercial - Describe: na Flood plain elevation, if applicable na ff. Parent material Ridges foot slopes and valley escarpments of sandstone General comments Moumd or At grade system elevation 101.90ft, based on contour line elevation 100.90ft. and recommendations: a Boring # ® Ground surface elev. 100.20 ff. Depth to limiting factor 42 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 0-24 10yr3/1 none sil 2msbk mfr Cs lvf .6 .8 2 24142 10yr4/4 none si 2msbk mfr Cs na .6 1.0 3 42-60 10yr8/2 c2d 7.5yr5/6 andstont residuum na na na .0 .0 F2 ]Boring# ❑ Ground surface elev. 100.20 ft. Depth to limiting factor 48 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence FBoundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-19 10yr3/2 none A 2msbk mfr ivf .6 .8 2 19-28 10yr4/4 none sicl 2msbk mfr na .4 .6 3 28-48 5 r none sl 2msbk mfr gw na .6 1.0 4 48-60 10yrt8/2 c2d 7.5yr5/6 andstom residuum Mftl 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 248956 Address Steel's Soil Service, Inc. Date Evaluation Conducted Telephone Number 994 200th St. Baldwin, WI 54002 6/27/2005 715-760-0347 SBD-9330 lR07M) Propbrty owner Stallion Development LLC Parcel ID # pending Page 2 of 3 Boring # ® Ground surface elev. 100.90 ft. Depth to limiting factor 36 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 *Ef#2 1 0-22 10yr3/1 none sil 2msbk mfr Cs 1Vf .6 .8 2 22-36 10yr4/4 none sicl 2msbk mfr Cs na .4 .6 3 36-48 10yr8/2 c2d 7.5yr5/6 andston residuum na na na .0 .0 ❑ Boring # ❑ ❑ 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 *Ef#2 ❑ Boring # ❑ Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz 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-83301807/00) Steers Soil Servke. by- 3 STEEL'S SOIL SERVICE INC. of 3 David J. Steel Stallion Development LLC 994 200th St. CST-POWTSM SW1/4,NW1/4,S34,T30N,R18W Baldwin, Wl 54002 Lic. #248956 Town of Richmond, St. Croix Co. Direct 715-760-0347 Riding Meadows Sub. Lot, 4 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' I ♦ = 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 BI = 100.20 ft B2 = 100.20 ft B3 = 100.90 ft B4 = 0.00 ft 8z ~o Hof ~a ~Si C.b i 4Fg a ~1(5 Sly 79 979.2 987.6 x 'x 981.2 x x 982.8 'COO x COMM 241' 41' 976.7 975 x 981.3 1.5 4c 982.7 ti 5 ti 977.3 1.50 acres 1.50 o es - x 981. - 41' 241' 2 X8.8 x wu 0,s -04 N 1. O acmes N L 30 res - acres 987.4 x= 2 _ - 992.1 250' 991.6 x