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Home My WebLink About018-2009-64-000 (2) r 7/ 1544 Wiscon' m Depa ` ent oftbrinmerce,,, SOIL EVALUATION REPORT Page I of 3 Division of Safe and Buildings •'+Jyn accgrdance with Comm 85, Wis. Adm. Code Steel's Soil Service, Inc. Attach j te sdg plan or%raper not less than 8fz x 11 inches in s¢e. Plan must County St. Croix includeF,~It/orizontal reference point (BM), direction and percenscale or dimems >~edhow~(~nd location and distance to nearest road. Parcel I.D. Ui Please print all information. Reviewed By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). / t~ 5 C i Property Owner Property Location Cutting Edge Four, LLC Govt. Lot n/a SE 19 SE 19 S 4 T 29 N R 17 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# E976 170 TH Street 64 n/a Hillside Heights City State Zip Code Phone Number _I City I Village W1 Town Nearest Road Hammond WI 54015 715-796-2793 Hammond Cty Rd T V New Construction Use: b Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD _J Replacement 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 99.97 ft. based on contour line elevation 98.80 ft. M Boring # Boring iYJ Pit Ground Surface elev. 98.90 ft. Depth to limiting factor 24 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-8 10yr3/1 none sil 2msbk mfr cs 1f .6 .8 2 8-24 10yr4/4 none sicl 2msbk mfr gw n/a .4 .6 3-- 24-60 5yr4/4 f1 d7.5yr5/6 scl om mfr n/a n/a .0 .0 Boring # I Boring Vj Pit Ground Surface elev. 98.90 ft. Depth to limiting factor 24 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 1 0-9 10yr3/1 none sil 2msbk mfr cs 1f .6 .8 2 9-24 10yr4/4 none sicl 2msbk cfr cs 1vf .4 .6 3 -T4---6O- 5yr4/4 c2d7.5yr5/6 scl om mf n/a n/a .0 .0 * 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) Signature: 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 715-6845680 ` Property Owner Cutting Edge Four, LLC Parcel ID # Pending Page 2 of 3 3] Boring # Boring Pit Ground Surface elev. 98.40 ft. Depth to limiting factor 22 in. Soil 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 1 0-10 10yr3/1 none Sill 2msbk mfr cs 1f .6 .8 2 10-22 10yr4/4 none Sid 2msbk mfr cs 1vf .4 .6 3 22-48 5yr4/4 f1f7.5yr5/6 scl om mfr n/a n/a .0 .0- F-1 Boring # _j Boring Pit Ground Surface elev. Depth to limiting factor in. Soil 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 ❑ 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 P in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Ef1#1 *Eff#2 i I * 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. Page 3 of 3 STEEL'S SOIL SERVICE INC. David J. Steel 994 200th St. CST-POWTSM Cutting Edge Four, LLC Baldwin, WI 54002 Lic. #248956 SEl/4,SE1/4,S4,T29N,R17W Bus.(715) 684-5680 Town of Hammond, St. Croix Co. Fax.(715) 684-3449 Hillside Heights, Lot 64 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 'I 7< k~ Top of 3/4" pvc pipe ❑ = Borings N b C F Boring Elevations B 1 = 98.90Ft ! B2 = 98.9017t f~l6'~~ B3 = 98.4017t B4 = 00.00Ft uje -v b~ ~r \ \N ~ 6 2 2 \ ~ \ \ ~ N.E. Imo- \ \61, \ 67/5\3 S.F. \ \ \ \ 0 5457 S. F. \ \1.56 >A~. \ 1~~ o AC. N.B\\ 753 S.Ft \ \ \ _ \ W L N.B. 1.56 Ac. \ \ X X WBJ 60530 s o_ \ N-&417' N.B. 1.39 Ac,- 0' TEMPORARY UL-DE-SAC 0 \ \ / / ASEMENT. TO U UPON MOVED Z \ 68868 S.F` - , STERLY 1.58 Ac. XTENSION F OAD AY. N\B. 68868 S.F. A? / ~ I.B. 1.58 Ac. c + 1 64 ' 61 45' a 4` J 3~ O 996 1 w' _ So N 1J 58, 4 \ co N 89°51' W +5/ o0•' d- - 74627 S.F. i/ 1.71 Acs . ' N.B. 6F60 S.F. N/.B! 1.60 Ac. 87-!0410-9" IAA \ /V -342.1 f-- / ~ n I - 65 39 =39-) d- 66828 S.F. 43599 S >1 rn 1.53 Ac. O N.B. 66828 S.F. 00 i 1 It / LBO j 4M L N.B. 1.53 Ac. 8 51 L W I / Pi 87'0~„ -258 18' 2#00 2 66 rn, F \ 1 z~ w , 65341 S.