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Home My WebLink About018-2009-44-000 t Z 1521 Wisconsin Department of Comm (I(i OIL'EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in,Apcordance with Comm 85, Wis. Adm. Code steel's soil service, Inc. L _ County Attach complete site plan on paper notiess than @)4,x 1~ inches in s~he. Plan must St. Croix include, but not limited to: vertical and horizontal referendepairl -@M), direction and r`~✓, percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. D/ e Please print all information. Reviewed By _ Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). / /51 Property Owner Property Location Cutting Edge Four, LLC Govt. Lot n/a SE 1/4 NE 19 S 4 T 29 N R 17 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# E976 170 TH Street 44 n/a Hillside Heights City State Zip Code Phone Number _f City J Village e Town Nearest Road Hammond WI 54015 715-796-2793 Hammond Cty Rd T VI New Construction Use: 16 Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD _ I 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 100.24 ft, based on contour line elevation 98.90 ft. a Boring # I Boring Am Pit Ground Surface elev. 99.60 ft. Depth to limiting factor ~Z in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 `Eff#2 1 0-13 10yr3/1 none sit 2msbk mfr cs qn/a.0 6 .8 2 13-22 10yr4/4 none sicl 2msbk mfr cs .4 .6 3 22-48 10yr4/6 c2d 7.5yr5/6 scl om mfi n/a .0 Boring # I Boring V1 Pit Ground Surface elev. 99.60 ft. Depth to limiting factor 20 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *E GPD/ft~Efi#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-10 10yr3/1 none sit 2msbk mfr cs 1f r.6 .8 2 10-20 10yr4/4 none sicl 2msbk mfr cs 1vf .6 3 20-60 10yr4/6 c27.5yr5/6 sid/scl om mfr n/a n/a .0 Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L Effluent #2 = BOD <_30 mg/L and TSS <_30 mg/L CST Name (Please Print) nature: CST Number David J. Steel 4 248956 Address Steel's Soil Service, Inc. Date Evaluation Conducted Telephone Number 994 200th St., Baldwin, WI 54002 9/7/2004 715-6845680 Property Owner Cutting Edge Four, LLC Parcel ID # Pending Page 2 of 3 F ]Boring # Boring YJ' Pit Ground Surface elev. 97.90 ft. Depth to limiting factor 32- in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 GPD/ft *Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-13 10yr3/1 none sil 2msbk mfr Cs if .6 .8 2 13-32 10yr4/4 none sicl 2msbk mfr cs n/a .4 .6 3 32-50 10yr4/6 c2d 7.5yr5/6 scl/sicl om mfr n/a n/a 0 .0 F-1 Boring # I J Boring _ Pit Ground Surface elev. ft. Depth to limiting factor in. SoN 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 ❑ Boring # I 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 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Ef1#1 *Eff#2 * 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` St. CST-POWTSM Cutting Edge Four, LLC Baldwin, WI 54002 Lic. #248956 SE1/4,NE1/4,S4,T29N,R17W Bus.(715) 684-5680 Town of Hammond, St. Croix Co. Fax.(715) 684-3449 Hillside Heights, Lot 44 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. Legend 1" = 407 ♦ =Benchmark Ele. 100.00Ft Top of 3/4" pvc pipe • = Alt Benchmark Ele. 100.00Ft Top of 3/4" pvc pipe ❑ = Borings Boring Elevations B 1 = 99.60Ft B2 = 99.60Ft J B3 = 97.90Ft B4 = OO.OOFt At Q , iry ~3 ~ p~na ,'2) A Pr;, 0004 4- L. ~9 ~&P- 7 ~Or4- ` 89'37'51 W \ HBO 11 III IV CN \0 z \ ` 89°37 51 W 625.b85 \ I(A I \ \ \ / \ \i ~ it J ` 39 i ' ~ \ \ \ 3 \ \ \ \ 65499 S.F. \ "r ~y! I I " r s \ w \ \ o \ 1.50 Ac._ I it 37 3$ Ui \ N.B. 65469-SfF. / I I ' \ \ N.B. 1.50 Ac. 00 65716 S.F. P 6516 S.F._ 0 1.61 Ac. o 1.50 Ac/. .B. 60789F. / N.B. 65516 S.F. I 4~/ I ' 6539 S. N.B. 1.40 Ac. / N.B. 1/0 Ac. 64 U4 5? I 1.5q / A / I W I N.B. 65 93/-S.F./ N.B. 1 !501 Ac. / / t g 4.59' - 7Z4 c " i ~-f 38i5.9g cr! / L ---x-86 r Iz, ~ ' N ,99-28' W / 218.58' / I 16/7.4'1 x w ~ X31 / I I / / 330 6 , / 44 - / I l /1 14 0744 S.F./ \ 9 1.62 Ac. X7792 /S.F. CA i ' / . I ~ 6P409 S.F.I t z 44 11.56 /Ac. N.B. 70744 S.F. / / P; 11.501 Ac. / 79894 S.F~/ N.B. /1.62 Ac. / / / I I i 1.83 AC/ / I I .B. 6779k S.F. I 1 / J ///N.B. 1 6 Ac. iV.B.I 65409/ F. L- \ / N.B. 79894 S.F.\ NA 1.50/A /CP \ ` N.B. 1.83 Ac. 91)2 0, 6X 4*18 _ 4 Y: L