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Home My WebLink About018-2009-58-000 2 1539 Wisconsin D artmen(of Commerce SOIL EVALUATION REPORT page 1 of 3 Division of S T and;Buildings in arccordance with Comm 85, Wis. Adm. Code Steel's Soil Service, Inc. County Attach complete site plan-dirpepeX hot less 8% x 11 inches in size. Plan must St. Croix include, but not limited to: vertical aria ' al reference point (BM), direction and percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. Parcel I.D. r Please print all information. Reviewed By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location Cutting Edge Four, LLC Govt. Lot n/a NE 19 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 58 n/a Hillside Heights City State Zip Code Phone Number J City J Village y_J Town Nearest Road Hammond WI 54015 715-796-2793 Hammond Cty Rd T 01 New Construction Use: 0Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement J 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 100.05 ft. based on contour line elevation 98.80 ft. M 16 Boring # Boring Pit Ground Surface elev. 99.10 ft. Depth to limiting factor 21 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 9-21 10yr4/4 none sicl 2msbk mfr cs 1vf .4 .6 35 21-48 10yr4/4 c2d7.5yr5/6 sl/scl om mfr n/a Na .0 .0 I 2 Boring # J Boring ❑ /s Pit Ground Surface elev. 99.10 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 10yr3/1 none sil 2msbk mfr cs 1vf .6 .8 2 10-21 10yr4/4 none sicl 2msbk mfr gw lvf .4 .6 3 21-50 10yr4/4 c2d7.5yr5/6 scl om mfr cs Na .0 .0 4 50-72 10yr8/2 c2d7.5yr5/6 sandstone Residumm ml n/a n/a .0 .0 I * Effluent #1 = BOD? 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) 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 Pit Ground Surface elev. 98.10 ft. Depth to limiting factor 32 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 0-15 10yr3/1 none sil 2msbk mfr CS 1vf .6 .8 2 15-32 10yr4/4 none sicl 2msbk mfr cs n/a .4 .6 3 32-53 7.5yr4/4 f1f7.5yr5/6 sl 2msbk mfr cs n/a 6 1.0 4 53-60 7.5yr4/4 c2d7.5yr5/6 scl om mfi n/a n/a .0 .0 Boring # J 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 Gl? 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 GED in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *002 * Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 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. J Page 3 of 3 STEEL'S SOIL SERVICE INC. David J. Steel 994 200't' St. CST-POWTSM Cutting Edge Four, LLC Baldwin, WI 54002 Lic. #248956 NEI/4,SE1/4,S4,T29N,R17W Bus.(715) 684-5680 Town of Hammond, St. Croix Co. Fax.(715) 684-3449 Hillside Heights, Lot 58 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your N use. Legend J 1" = 40' ♦ = Benchmark Ele. IMOOR Top of 3/4" pvc pipe • = Alt Benchmark Ele. 100.0017t Top of 3/4" pvc pipe ❑ = Borings Boring Elevations BI = 99. l OFt B2 = 99.1OR fL ill B3 = 98.1OR B4 = OO.OOFt Ctiu r~~-5~ ~ ear ~R~ 2.05 Ac. -:/v \ \ LBO = -UM-0' ul) LL- x O ~ 7 \ cv x ° 177503 S. F> \ w 4.07 Ac. - ' b1 x N.B. 84214 S.F. / N.B. 1.93 Ac. O LLJ L~ / I I wx / (O N 66068 S.F. N.B. 58775 S.F. ! / 1 1 00 I x 1.5 4 Ac. N.d. 1.35 Ac."/ i~ 3 77)074f' 1 / BO = 1045.0' --N. B. A. el LC) x 35-5.94--~-- Lnrr) 5p iN~ ~545~ S. N.B./654531r&.F. cC>x 11.5 Ac4 N.6. 1.50 Ac. I I N~`b I UjLn I I I i i r \ inn N 26-!~ IN. Om 1 - --58'.1 \ 1 \ c\ 16 \ \ \ \ \ a p 1 1 \ \ \ \ \ 51.6 S.I \ 0 _ 11 6 460 `6. F. nqB. ss4~~ s.F. 50 "-A-c. z ` 1.50 Act N~B: 1.50 \4c. \ \ \ 1-1 \ \ \ \ \N ~rO~rLo 2'~/ \ \ \ \ N.B.