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Home My WebLink About018-2009-32-000 1534 SOIL EVALUATION REPORT Page I of 3 Wisconsin Departmept of Commerce Steel's Soil Service, Inc. Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County Attach complete site ftn an paper, not less than 8'% x 11 inches in size. Plan must St Croix z include, but not limited to: vervcW,endhotizontal reference point (BM), direction and lc tji l C% J percent slope, scale or dimemsions, north arrow, andlocation and distance to nearest road. Parcel I.D. Please print all information. Reviewed Bar Date _ Personal information you provide may be used for secondary purposes Privacy Law, s. 15.04 (1) (m))• Property Owner Property Location Govt. Lot n/a NE 1/4 NE 114 S 4 T 29 N R 17 W Gutting Edge Four, LLC Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# E976 170 TH Street 32 n/a Hillside Heights City State Zip Code Phone Number _j City _J Village 1J/ Town Nearest Road Hammond WI 54015 715-796-2793 Hammond Cty Rd T Code derived design flow rate 600 GPD 01 New Construction Use: / Residential /Number of bedrooms 4 _I Replacement _J Public or commercial - Describe:n/a n/a Parent material Ground and end moraines, pitted glaical drift Flood plain elevation, if applicable General comments and recommendations: Mound design, system elevation 102.45 ft based on contour line elevation 101.70 ft. Boring # Boring V1 Pit Ground Surface elev. 98.40 ff. Depth to limiting factor 27 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Sh. Consistence Boundary Roots - in. Munsell Qu. Sz. Cont. Color 1 0-12 10yr3/1 none sil 2msbk mfr cs 1 of .6 .8 2 12-27 10yr4/4 none sicl 2msbk mfr gw n/a .4 .6 3` 27-43 7.5yr4/4 c2d7.5yr5/6 sl om mfr gw n/a .2 .6 4 43-72 10yr6/4 c2d7.5yr5/6 Is osg mfr n/a n/a .7 1.6 Boring # Boring 6,1 Pit Ground Surface elev. 98.40 ff. Depth to limiting factor 34 in. Soil Application Rate Sh. Consistence Boundary Roots *E GPDtft*Eff#2 Horizon Depth Dominant Color Redox Description Texture Gr. StSz. ructure in. Munsell Qu. Sz. Cont. Color 1 0-12 10yr3/2 none sl 2msbk mfr gw 2f .6 1.0 2 12-34 10yr4/4 none sl 2msbk mfr gw 1f .4 .6 3 34-65 10yr6/4 c2d7.5yr5/6 Is osg mfr n/a n/a .7 1.6 * Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BCD. <30 mg/L and TSS - 30 mg/L Si CST Number CST Name (Please Print) nature: 248956 David J. Steel t Address Steel's Soil Service, Inc. Date Evaluation Conducted Telephone Number 9/10/2004 715-684-5680 994 200th St., Baldwin, WI 54002 Property Owner Cutting Edge Four, LLC Parcel ID # Pending Page 2 of 3 F V1 $ Boring # Boring Pit Ground Surface elev. 102.70 ft. Depth to limiting factor 48 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff*1 *Eff#2 1 0-12 10yr3/2 none sl 2msbk mfr cs 21' .6 1.0 2 12-35 10yr4/4 none sl 1msbk mfr gw 1f .6 1.0 3 35-48 10yr6/4 none slAs 1 msbk mfr gw n/a .0 .2 4 48-72 10yr6/4 c2d7.5yr5/6 Is osg ml n/a n/a .7 1.6 ❑ Boring # Boring ~J 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/fe in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 ❑ Boring # -I Boring _ Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rats I Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fV in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 I * Effluent #1 = BOD? 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. Page 3 of 3 STEEL'S SOIL SERVICE INC. David J. Steel 994 200'h St. CST-POWTSM Cutting Edge Four, LLC Baldwin, W154002 Lic. #248956 NE1/4,NE1/4,S4,T29N,R17W Bus.(715) 684-5680 Town of Hammond, St. Croix Co. Fax.(715) 684-3449 Hillside Heights, Lot 32 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. Legend 1" = 40' ♦ =Benchmark Ele. I OO.OOFt Top of 3/4" pvc pipe • = Alt Benchmark Ele. 101.00Ft N Top of 3/4" pvc pipe ❑ = Borings Boring Elevations B 1 = 98.40Ft B2 = 98.40Ft B3 = 102.70Ft 7,9 l (wljA k a B4 = OO.OOFt ti i /u VL o~ w Z 10 bu~~ ~o\ c q? x 3~ ~s~ V \ 1 1428.910' 393.66/ ~i 31, I 31t 910849 S.F. \ 85~ 621 S.F I 12.091 Ac. \ \ 1.196 IAc.1 I I \ /78~O~ ~F I 1 i I I I I ,1 136E f4.B. 81083 S.F. / I N.B. 747441 S.F. 1~.8m ~c. / R/ I I I l \ 3.1 N.B. .86 Ac. / N.B. 1.72 Xc. , \ \ / N.. ~85~8 N.BA13- / /N.B./ 1.90 #c. 60 = 1104.0' i I \ \ \ N.8 \ : 1 /BLN HMARK LBO 1104. ' \ \1 PTVA,TJQN 9~ 11 IRO PIPE / 1211.651 1 1 I 1 1 1 ~-1774,1 I I 1 . 30 , 1 1 %Ijj 1~~8 t2~' 9 I I h~` SQ `I I \ 1 I I~'_ I Co \ I 1, / / / i 1 I I it 2 .252 ( \ \ \ N \ \ IN 1 1 \ \ 65526 S.F.\ ~ 6~6~7 'S.F,\ 1x50 ~C. 11 ~r\ 1\ 5y A\ . \ \ \ I.B. 61 51 S.k. 1 i \ \ \ 7b? 3\S. \ ~•B 1.f1 Ac. 110 \ \ I N.B. \666157 F. \ 1 . ~1 Arc. 1 N.B.\11.5$ Ac.\ \ N~R. 70`97 S. F\ \ \ = 1099. E ' \ NA 1.61\Ac. ~ \7 ZS \ \ , \ X65 ~7 S,. F. \ K~ ~N 89°37'51' W \ \ TLBO 1 \1.56\Ac~ cv \ \ \ I I N.B. \5020 S.F.\ CN 1 \ N.101.15 1Ac. \ 89°3 7 51 W 625-185'\ ~ \ ' I I \ 102r \ I I \ 39 , 13, \ \ \ N\ 65499 S.F. \ 1 1' 3`~ I I I 1 \ \2.: ~ \ 1.50 Ac. N.B. 7561 S.F. \ 0 _ I I I I 1 \ \ \ \ N.B. 65\99-SfF. N\B. 1.74 k4c. 34 \ - \ \ N.B. 1.50 Ac. A.BO = 1102.61' ° I S.r. = °20516 30 Acl.