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HomeMy WebLinkAbout018-2009-08-000 * i 1551 Wisconsin Department of Commerce SOIL EVALUATION REPORT page i of 3 Division of Safety and Buildiro in accordance with Comm 85, Wis. Adm. Code Steel's Soil Service, Inc. d County Attach complete site pla on paper not less than, Wx 11 inches i size. Plan must St. Croix include, but not limited to verticalar* t {pptLreferencepottR (M), direction and parcel I.D. percent slope, scale or di ions, north arrow, and location and distance to nearest road. / Please print all information. Reviewe r Dat Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). / / ~U y F Property Owner Property Location Cutting Edge Four, LLC Govt. Lot n/a X1/4 SE 1/4 S 4 T 29 N R 7 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# f.~ C) 2 E976 170 TH Street 8 n/a Hillside Hei his city State Zip Code Phone Number J City J Village 01 Town Nearest Road Hammond WI 54015 715-796-2793 Hammond Cty Rd T New Construction Use: Pj Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD _ f Replacement I 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 101 .10 ft. based on contour line elevation 99.70 ft. M Boring # J Boring 1/ Pit Ground Surface elev. 100.30 ft. Depth to limiting factor 24 in. Soil Apprcation 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 0-9 10yr3/1 none sil 2msbk mfr cs 1f .6 .8 2 9-24 10yr4/4 none sicl 2msbk mfr cs 1vf .4 .6 3 24-40 7.5yr4/4 none sl om mfr CS 1vf .2 .6 4 40-70 7.5yr4/4 c2d7.5yr5/6 sl om mfr cs 1 of .2 .6 F2 Boring s Pit Ground Surface elev. 100.30 ft. Depth to limiting factor 24 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 0-12 10yr3/1 none sit 2msbk mfr CS 1f .6 .8 2 12-24 10yr4/4 none sicl 2msbk mfr gw 1vf .4 .6 3 24-53 10yr6/4 f1 f7.5yr5/6 s1/Is om mfr gw n/a .2 .6 4 53- 5yr4/4 f2d7.5yr5/6 scl om mfi n/a n/a .0 .0 * Effluent #1 = BOD5> 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) ignatu CST Number David J. Steel 248956 Address Steel's Soil Service, Inc. Date Evaluation Conducted Telephone Number 994 200th St., Baldwin, WI 54002 9/12/2004 715-684-5680 Property Owner Cutting Edge Four, LLC Parcel ID # Pending Page 2 of 3 3 ] Boring # J Boring 1I Pit Ground Surface elev. 99.0 ft. Depth to limiting factor 42 in. Soil Application Rate Boundary Roots P Horizon Depth Dominant Color Redox Description Texture t2msbk re Cottence in. Munsell Qu. Sz. Cont. Color Sh. *Eff#1 *Eff#2 1 0-12 10yr3/1 none sil k cs 1f .6 .8 2 12-23 10yr4/4 none sicl cs 1vf .4 .6 -42 7.5yr4/4 none scl 2msbk mfr gw n/a .4 .6 3 23 4 42-96 7.5yr4/4 f1f7.5yr5/6 SIAS om mfr n/a n/a .2 .6 ❑ Boring # - f ~ Pit Boring 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. Murrell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 F-I Boring # I Boring _f Pit Ground Surface elev. ff. 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. *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. STEEL'S SOIL SERVICE INC. Page 3 of 3 David J. Steel 994 200'h St. CST-POWTSM Cutting Edge Four, LLC Baldwin, WI 54002 Lic. #248956 NE1/4,SE1/4,S4,T29N,R17W Bus.(715) 684-5680 Town of Hammond, St. Croix Co. Fax.(715) 684-3449 Hillside Heights, Lot 8 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. 100.20Ft Top of 3/4" pvc pipe ❑ = Borings Boring Elevations B1 = 100.30Ft B2 = 100.30Ft B3 = 99.70Ft B4 = OO.OOFt 16f un 7b yy~ G 'GI 6opnl D ria . C/ did .367.43" \ III { i I{ I I • ~ - \ II it ~ \ 7 ~8' 288.25' xl I 1 1 J A 1 1 75151 'x, \ X +I 111 1 - 1.73 Ac. N .B. -75151 S.F. f 1 1 I \I N.B. 1.73 Ac \ Ac._ x ~-~~=x _ 1 I Irt i t It t 2 S.E. _ I + t 111 Ac.~ --7710 ~6 65 S.F. I ++11~ 111 ~ 1. 5 -As. ! t 111 N.B. 6,7565 S.F. tI t ,1 1 \ \N.13. 6"/56•1.55\Ac. + i ' ~ x I ~1 1 ~ \ J y- 11 C9 ~56~ ~ ~ I III 11• x 67844 -SF x `N.& 67844 S -F. N.B. . 1.56-Ac- P 1 F~ x 11 1 + E 6577-8 -~iF ~ t m s.F. - - _ 11- 1-1 .51 Ac, i 1 LA1~~ III LO LQO~-~a78 - - Pf 6-6344R SA I I / - _ 1 III N.t-1,46 `Ac. ~ 1 67, I IQ ILL 9" ~E ...:SEC 3 1 1 I I NW \ A lo+ C 1 \1~ 1 1 ~I ~