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Home My WebLink About018-2019-29-000 11' PA-1 • 1 n SOIL EVALUATION REPORT #1918 Department of Commerce in accordance with Comm 85, Wis. Adm. Code -Page 1 of 3 Division of Safety and Buildings Steel's Soil Service Attach complete site plan on paper not less than 8'/= x 11 inches in size. Plan must County St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and locati distance to nearest road. Parcel I.D. Q/ Please print all infi Reviewe y Date Personal information you provide may be purposes (Pri cy Law, s. 15.04 (1) (m)). i Property Owner Property Location Rolling Hills Of Hammond LL 0 Govt. Lot na NE1/4, SW1/4, S29, T29N, R17W Property ner's Mailing Address Ro\XGOVN Lot 29 Bloc a# RSubd. olling Name Hills Fasm# 400 2nd t Z 3 Z D:_ City State ip C e P umber ❑ City ~ Village ❑ Town Nearest Road 715-386-0230 Hammond 160Th St Hudson WI 4 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 At Grade or Mound Design. System Elevation for At Grade 100.15ft for Mound 100.15ft based on contour and recommendations: line elevation 99.65ft. Minimuum 6 inches ASTM C-33 mound sand. F-11 Z Boring # ❑ Boring Pit Ground surface elev. 100.05 ft. Depth to limiting factor 84 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 *EfW2 1 0-17 10yr3/2 none I 2msbk mfr cs if .6 .8 2 17-32 10yrr4/4 none sicl 2msbk mfr cs ivf .4 .6 3 32-44 10yr6/4 none sicl 2msbk mfr cs na .4 .6 4 44-84 10yr6/6 none Is osg mvfr gw na .7 1.6 5 84-100 5yr4/4 c1d 7.5yr5/6 sl/Is om na na na .0 .0 2] Boring # ❑ Boring Pit Ground surface elev. 100.05 ft. Depth to limiting factor 58 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 0-19 10yr3/1 none sil 2msbk mfr cs if .6 1.0 2 19-34 10yrr4/4 none sicl 2msbk mfr gw if .4 .6 3 34-58 10yr4/6 none sicl 2msbk mfr gw 1vf .4 .6 4 58-80 5yr4/4 c2d 7.5yr5/6 sl om na na na .2 .6 Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L " Effluent #2 = BOD5 s30 mg/L and TSS <30 mg/L CST Name (Please Print) Signature: CST Number David J. Steel G 248956 Address Steel's Soil Service Date Evaluation Conducted Telephone Number 994 200th St. Baldwin, WI 54002 6/12/2006 715-760-0347 SBD-8330 (R.07/00) Property Owner Rolling Hills Of Hammond LLC. Parcel ID # Pending Page 2 of 3 ]Boring # ❑ Boring ❑ Pit Ground surface elev. 96.55 ft. Depth to limiting factor 38 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 I 2msbk mfr cs if .6 .8 2 10-22 10yrr4/4 none sil 2msbk mfr cs lvf .4 .6 3 22-31 10yr4/4 none scl 2msbk mfr cs na .4 .6 4 31-38 7.5yr4/4 none Is osg mvfr gw na .7 1.6 5 38-60 5yr4/4 c2d 7.5yr5/6 sl/scl om na na na .0 .0 ❑ 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/ft' 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 SOII Service STEEL'S SOIL SERVICE 3 of 3 David J. Steel Rolling Hills Of Hammond LLC 994200 th St. CST-POWTSM NE1/4,SW1/4,S29,T28N,R17W Baldwin, WI 54002 Lic. #248956 Town of Hammond, St Croix Co. Direct 715-760-0347 Rolling Hills Farm Lot 29 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. 100.00 ft Top of 3/4" pvc pipe ❑ = Borings Boring Elevations BI = 100.05 ft B2 = 100.05 ft B3 = 96.55 ft B4 = 0.00 ft ' cjo, Corn w c -3 ?1 V / 0~7 b B3 3 s ~4. a -o .