Loading...
HomeMy WebLinkAbout018-2019-43-000 (2) Vsconsfn SOIL EVALUATION REPORT #1864 Department of Commerce in accordance with Comm 85, Wis. Adm. Page 1 of 3 Division of Safety and Buildings Steel's Soil Service County Attach complete site plan on paper not less than 8'/x 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 dimensions, north arrow, and location stance to nearest road. Parcel I.D. Please print all infor R sewed B Date Personal information you provide may be us purposes (Privac aw, s. 15.04 (1) (m)). - Property Owner Zt. perty Location V Rolling Hills Of Hammond LLC. 9 Lot na NW1/4, SW1/4, S29, T29N, R17W Property Owner's Mailing Address COVN L # Block # Subd. Name or CSM# \X i 400 2nd st O ~ [ Ft 43 na Rolling Hills Farm '-f City State Zi Code Pho tuber ❑ City ❑ Village ❑ Town Nearest Road Hudson WI 54 715-386-0230 Hammond 160Th St ❑ New Construction Use: ❑ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD ❑ Replacement ❑ Public or commercial - Describe: na Parent material Silty sediment and underlying reddish sandy loam till Flood plain elevation, if applicable na ft. General comments Mound design, system elevation 100.63ft based on contour line elevation 99.55ft. Minimum 13 inches of and recommendations: ASTM C-33 Mound sand. 17 Boring # ❑ Boring ❑ Pit Ground surface elev. 99.95 ft. Depth to limiting factor 25 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/f 2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-11 10yr3/1 none sil 2msbk mfr cs 2f .6 .8 2 11-18 10yrr4/4 none sicl 2msbk mfr gw 1vf .4 .6 3 18-25 7.5yr4/4 none scl 2msbk mvfr gw 1vf .4 .6 4 25-38 7.5yr4/6 f1f 7.5yr5/6 Is osg mfr cs na .7 1.6 5 38-48 5yr4/4 c2d 7.5yr5/6 grscl om ml cs na .0 .0 6 48-60 10yr5/8 c2d 7.5yr5/6 vfsl om mfr na na .2 .5 Boring # ❑ Boring ❑ Pit Ground surface elev. 99.95 ft. Depth to limiting factor 24 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistent Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-10 10yr3/1 none sil 2msbk mfr cs lvf .6 .8 2 10-24 10yr4/4 none sicl 2msbk mfr gw lvf .4 .6 3 24-32 7.5yr4/4 none sl 2msbk mfr gw na .6 1.0 4 32-60 7.5yr4/4 c2d 7.5yr5/6 scl/sl om mfr na na .0 .0 * Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 s30 mg/L and TSS S30 mg/L CST Name (Please Print) Signatur CST Number David J. Steel 248956 Address Steel's Soil Service Date Evaluation Conducted Telephone Number 994 200th St. Baldwin, WI 54002 5/5/2006 715-760-0347 SBD-8330 (R.07/00) Proerty Owner Rolling Hills Of Hammond LLC. Parcel ID # Pending Page 2 of 3 Boring # ❑ Boring ❑ Pit Ground surface elev. 98.35 ft. Depth to limiting factor 23 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 0-10 10yr3/1 none Sil 2msbk mfr CS 1vf .6 .8 2 10-23 10yr4/4 none sicl 2msbk mfr gw ivf .4 .6 3 23-32 7.5yr4/6 c1d 7.5yr5/6 Sid 2msbk mfr CS na .4 .6 4 32-50 5yr4/4 c2d 7.5yr5/6 scl 2csbk mfr na na .4 .6 ❑ 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 ❑ 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 = 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 alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-8330 (R.07/00) Steel's Soil Service STEEL'S SOIL SERVICE 3 of 3 David J. Steel Rolling Hills Of Hammond LLC 994 200th St. CST-POWTSM Nwl/4,Sw1/4,S29,T28N,Rl7w Baldwin, WI 54002 Lic. #248956 Town of Hammond, St Croix Co. Direct 715-760-0347 Rolling Hills Farm Lot 43 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. 99.95 ft 1 ' Top of 3/4" pvc pipe ❑ = Borings Boring Elevations BI = 99.95 ft B2 = 99.95 ft B3 = 98.35 ft W B4 = 0.00 ft o , 3l~ ~yt ~r