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Home My WebLink About018-2009-65-000 2i 1545 Wisconsin De rtment of Commerce SOIL EVALUATION REPORT Page 1 of 3 _lfi•, Division of Sa ty and 8uddings in apcordance with Comm 85, Wis. Adm. Code Steel's Soil Service, Inc. Attacl(arriplelern less tha '18% x 11 inches in size. Plan must County St. Croix include, u`t Plin tlltrfled reference point (BM), direction and , percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. J Please print all information. Reviewed Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). / c / Property Owner Property Location Cuttin Edge Four, LLC Govt. Lot n/a SE 1/4 SE 1/4 S 4 T 29 NR 17 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# E976 170 TH Street 65 n/a Hillside Heights City State Zip Code Phone Number I City J Village rI Town Nearest Road Hammond WI 54015 715-796-2793 Hammond Cty Rd T 01 New Construction Use: ~f Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacements Public or commercial - Describe:n/a Parent material Ground and end moraines, pitted glaical drift Flood plain elevation, if applicable n/a General comments and recommendations: Mound design, system elevation 100.89 ft, based on contour line elevation 99.30 ft. F Boring # J Boring im Pit Ground Surface elev. 99.40 ft. Depth to limiting factor 34 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-12 10yr3/1 none sil 2msbk mfr cs lvf .6 .8 2 12-24 10yr4/4 none sicl 2msbk mfr cs n/a .4 .6 3 24-34 7.5yr4/4 none scl 2msbk mfr cs n/a .4 .6 4 ` 34-60 7.5yr4/6 flf7.5yr5/6 sl/scl om mfr n/a n/a .0 .0 Boring # Boring iW1 Pit Ground Surface elev. 99.40 ft. Depth to limiting factor 17 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPU/-W in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-9 10yr3/1 none sil 2msbk mfr Cs 1f .6 .8 2 9-17 10yr4/4 none sicl 2msbk mfr Cs n/a .4 .6 3 17-42 7.5yr4/4 f1f7.5yr5/6 sl om mfr gw n/a .2 .6 4 42-60 7.5yr4/6 c2d7.5yr5/6 scl om mfi n/a n/a .0 .0 * Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 130 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 9/10/2004 715-684-5680 Property Owner Cutting Edge Four, LLC Parcel ID # Pending Page 2 of 3 3] Boring # Boring 16 Pit Ground Surface elev. 99.00 ft. Depth to limiting factor 30 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 0-13 10yr3/1 none sil 2msbk mfr cs 1f .6 .8 2 13-30 10yr4/4 none sicl 2msbk mfr cs n/a .4 .6 3 30-56 7.5yr4/4 f1f7.5yr5/6 sl om mfr gw n/a .2 .6 4 56-65 7.5yr4/4 f2d7.5yr5/6 scl om mfi n/a n/a .0 .0 F-1 Boring # I 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/T in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 F-1 Boring # I Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = BOD 5> 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' St. CST-POWTSM Cutting Edge Four, LLC Baldwin, WI 54002 Lic. #248956 SE1/4,SE1/4,S4,T29N,R17W Bus.(715) 684-5680 Town of Hammond, St. Croix Co. Fax.(715) 684-3449 Hillside Heights, Lot 65 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. 100.00Ft Top of 3/4" pvc pipe • = Alt Benchmark Ele. 99.90Ft Top of 3/4" pvc pipe ❑ = Borings Boring Elevations B 1 = 99.40Ft B2 = 99.40Ft B3 = 99.OOFt B4 = OO.OOFt ~q/ i 6 Lf' 4- VIA ouw4'' /b A IL D7 ' 4d- & i \ ,~j , \ \ \ \ N.B. \_N I \ \ 67753 S. F, \ \ 5457 S.F. \ \ \1.56 >Alc. \ \ / 1\~(~ A N.B~ \ 753 S.Ft \ \ \ \ W N.B. 1.'56 Ac. \ \ \ X~X N -B? 60530 S.F. of r- N.B. 1.39 A,- 00 394.84` x 0' TEMPORARY r \ ` _ J 0 UL-DE-SAC \ \ \ / I 0 ASEMENT. TO ' UPON MOVED Z \ \ 68868 S.F`- STERLY \0.58 Ac. 7. \ XTENSION F / OAD AY. c '4 N\B. 68868 S.F. 04 ~ - ~.B. 1.58 Ac. / c I 64 61 45' Q - 1~ » N 89'51 „ W O 9961 , N l58' \ I- Ao 4S" co N 89'51' / 4 / .3~ no `74627 S.F. 11 i 1.71 Ac t-~ N.B. 69 60 S.F. N.13"1.60 Ac. L~ „ 87$1-9g !A1 a / - 42.1 C-- X19 5 - ~9-~ 6 ` : \ 66828 S.F. 4 599 S rn 1.53 Ac. cO / / -T (D 0 LBO N.B. 66828 S.F. ~ W I _ / 8 5. T ~ N.B. 1.53 Ac. I~ I 87001'0 -258.1-8' x-:32 co 2 66 01, kg~c;4~ q F~ zl 65341 S.