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Home My WebLink About026-1298-17-000 v Visconsin SOIL EVALUATION REPORT #1724 Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3 Division of Safety and Buildings Steel's Soil Service, Inc. 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 percent slope, scale or dime 'ors, north arrow, and location and distance to nearest road. Parcel LD. ®Z ;7 4@S t rind i Reviewed D3/ O~ Personal information you pro be used for secondaryliilrposes (Pri acy Law, s. 15.04 (1) (m)). wvw~ ~0 Property Owner f- C Property Location Stallion Development hol L ~U~ IfJO Govt. Lot na SW1/4, NW1/4, S34, T30N, R18W Property Owner's Mailing Ad s ST. CROIX COtj fv j , 1 Lot # Block # Subd. Name or CSM# 1221 130th Ave ZONING OFF/ 17 na Riding Meadows Ald C City tate Zip C-o3e--'PFo-ffV1"ff "t ❑ 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 Parent material Sandstone Uplands covered by glacial drift F~opd plain elevation, if applicable na ft. • z l General comments Conventional system, system elevation 96.50ft. 2.OOft below grade. Recommend At grade or Mound and recommendations: design, system elevation 99.1 Oft based on contour line elevation 98.00ft. 0, F-1-1 Boring # ❑ Boring ® pi( Ground surface elev. 98.50 ft. Depth to limiting factor 60 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-12 10yr3/1 none A 2msbk mfr a ivf .6 .8 2 12-22 10yr4/4 none sid 2msbk mfr cs n a .4 .6 3 22-33 7.5yr4/4 none scl 2csbk mfr a na .4 .6 4 33-42 7.5yr4/6 none sl 2csbk mfr a na .6 1.0 5 42-60 7.5yr4/4 none ms osg mfr a na .7 1.6 6 60-92 10yr7/8 c2d 7.5yr5/6 andston( residuum na cs na 0 .0 7 92-110 10yr8/2 c2d 7.5yr5/6 andston( residuum na na na .0 .0 2] Boring # ❑ Boring pit Ground surface elev. 98.50 ft. Depth to limiting factor 60 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 *092 1 0-9 10yr3/1 none A 2msbk mfr cs 1vf .6 .8 2 9-20 10yr4/4 none sid 2msbk mfr cs n a .4 .6 3 20-60 10yr4/4 none sl 2csbk mfr cs na .6 1.0 4 60-91 10yr7/8 c2d 7.5yr5/6 andstom residuum mfr a na .0 .0 5 91-100 10yr8/2 c2d 7.5yr5/6 andstoni residuum na na na .0 .0 Effluent #1 = BOD5> 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) nature` / 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-8330 (R07/00) Pro0erty Owner Stallion Development LLC Parcel ID # pending Page 2 of 3 F -1 Boring # Boring Pit Ground surface elev. 96.90 ft. Depth to limiting factor 74 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 sil 2msbk mfr Cs 1vf .6 .8 2 10-20 10yr4/4 none sicl 2msbk mfr Cs n a .4 .6 3 20-74 10yr4/4 none sl 2csbk mfr gw na .6 1.0 4 74-85 10yr7/8 c2d 7.5yr5/6 andston residuum mfr cs na .0 .0 5 85-100 10yr8/2 c2d 7.5yr5/6 andston residuum na na na .0 .0 ❑ Boring # Pit 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 *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) steel's soft service, hx. STEEL'S SOIL SERVICE INC. 3 of 3 David J. Steel Stallion Development LLC 994 200` St. CST-POWTSM SW1/4,NW1/4,S34,T30N,R18W Baldwin, WI 54002 Lic. #248956 Town of Richmond, St. Croix Co. Direct 715-760-0347 Riding Meadows Sub. Lot, 17 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' = Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe • = Alt Benchmark Ele. 99.75 ft Top of 3/4" pvc pipe Q = Borings Boring Elevations B1 = 98.50 ft B2 = 98.50 ft b B3 = 96.90 ft B4 = 0.00 ft P, a ~ 3v i x 977.7 L T 5 980 VIUG LOT 6 es ~ N 1.57-a 979.2: N x : .54 a s 3 - - 1. acres 981.3 0 x x c 980.8 L YO- -F 71 P 1 1.5 acre ~ $ acres ry 1.50 acres 998.8 x -$000 X 985.3 a 232' 243 25 VI - 89. X NOTE: The parcels shown on this map are subject to State, County and Township laws, rules and regulations ( i.e. wetlands, minimum lot size, access to parcel, etc.). Before purchasing or developing any parcel, contact the St. Croix County Zoning Office and the appropriate Town Board for advice.