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Home My WebLink About018-2019-26-000 4 #1915 E teonsin SOIL EVALUATION REPORT 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'/z x 11 inches in size. Plan must County St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and rl percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. Qld l 26 Please print all inf R sewed B Personal information you provide may b used f ~pjl~q~ sees (Privac Law, s. 15.04 (1) (m)). Date Property Owner Property Location Rolling Hills Of Hammond LLC. 9 2006 Govt. Lot na NW1/4, SW1/4, S29, T29N, R17W Property Owner's Mailing Address COUNTY Lot # Block # Subd. Name or CSM# 400 2nd st Cvo)( 26 na Rolling Hills Farm sot City State lip Code Ph r ❑ City ❑ Village ❑ Town Nearest Road Hudson WI 016 715-386-0230 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 99.55ft based on contour line elevation 100.55ft. Minimum of 12 inches and recommendations: of ASTM C33 mound sand. T Boring # ❑ Boring ❑ Pit Ground surface elev. 99.65 ft. Depth to limiting factor 21 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 10yr3/2 none sil 2msbk mfr cs lvf .6 1.0 2 10-21 10yr4/4 none sl 2msbk mfr gw if .6 1.0 3 21-56 10yr7/8 c2d 7.5yr5/6 sl/Is om na CS na .2 .6 4 56-96 10yr6/6 none Is osg mvfr na na .7 1.6 Fil Boring # ❑ Boring ❑ Pit Ground surface elev. 99.65 ft. Depth to limiting factor 24 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 1 0-7 10yr3/1 none sil 2msbk mfr CS 1vf .6 .8 2 7-12 10yrr4/4 none scl 2msbk mfr CS if .4 .6 3 12-24 10yr5/4 none SI om na CS na .2 .6 4 24-75 10yr7/8 c2d 7.5yr5/6 s I/Is om na na na .2 .6 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) Ignature: - CST Number David J. Steel 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 Y M Boring # ❑ Boring ❑ Pit Ground surface elev. 96.95 ft. Depth to limiting factor 96 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 0-9 10yr3/1 none sil 2msbk mfr Cs ivf .6 .8 2 9-20 10yr4/4 none sl 2msbk mfr gw na .6 1.0 3 20-96 7.5yr4/4 none Is osg mvfr na na .7 1.6 ❑ 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 = BODS> 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 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 26 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 ~4 • = Alt Benchmark Ele. 99.95 ft 751 ~l Top of 3/4" pvc pipe ❑ = Borings a Boring Elevations ~j BI = 99.65 ft B2 = 99.65 ft i-~ ~aY B3 = 96.95 ft B4 = 0.00 ft Pr G41 7-J- tJ sC o r n e r- ~ 1- ~