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Home My WebLink About018-1020-30-000 LOT 12T r ce 61 s' � isco s jn SOIL EVALUATION REPORT #1682 Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3 Division of Safety and Buildings Steel's Soil Service, Inc. County Attach complete site plan on paper not less than 8'/z x 11 inches in size. Plan must St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. endi g Please print all information. Reviewed y _ Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). 1 'li� I 71 4? )b `:� Property Owner Property Location / _ e/.117 Bast, Kernon Govt. Lot na S E 1 /4, W1 /4, S 10, T29N, R 17W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 948 Labarge Rd. 12 na Girard Creek Preserve City State Zip Code Phone Number City ❑ Village ® Town Nearest Road Hudson WI 54016 715-386-7775 Hammond Cty Rd T ❑ New Construction Use: ® Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD ❑ Replacement ❑ Public or commercial - Describe: na Parent material Till Plains of end moraines and ground moraines. Flood plain elevation, if applicable na ft. General comments At Grade or Mound design, system elevation 104.35ft based on contour line elevation 103.35ft. and recommendations: - _----_ �— S o d rc'Orcxt< Act CA, 1 Boring # LJ ❑ Ground surface elev. _-101.95 ft. Depth to limiting factor 42 in. ISoll Application Rate Horizon Depth Dominant Color in. Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots I GPD/ft2 *Eff#1 'Eff#2 1 0-7 10yr3/2 t 2 7-20 10yr4/4 3 20-35 7.5yr4/4 4 35-42 5yr4/4 5 42-62 10yr4/4 none sl scl 2msbk 2msbk osg mfr mfr mvfr cs 1f gw na cs na Cs na na na .6 .4 .7 .2 .2 1.0 - .6 1.6 .6 .6 none none none c1d 7.5yr5/6 Is sl om mfi mfi sl om 2 Boring # �l ® Ground surface elev. 101.95 ft. Depth to limiting factor 36 in. Isoil Application Rate Horizon Depth in. Dominant Color Redox Description Munsell Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary I Roots GPD/ft2 *Eff#1 *Eff#2 1 2 0-9 9-14 14-36 36-60 10yr3/2 10yr4/4 7.5yr4/4 7.5yr4/4 none none none f1d 7.5yr5/6 sil sicl sl sl 2msbk 2msbk om om mfr cs mfr gw mfr cs mfi Cs 1f .6 1.0 .6 .6 na .4 3 4 na .2 na .2 .6 * Fffh iAnt fi1 = Pr)n > in < ??n mn/I and Tq.q>, (n < 1 r-;n mrn/I * Fffh )Pnt 10 = Ron < 3n mg/i anti TSS < 30 ma/1 CST Name (Please Print) f SignatCST Number David J. Steel �-. / 248956 Address Steel's Soil Service, Inc. Date Evaluation Conducted Telephone Number 994 200th St. Baldwin, WI 54002 5/2/2005 715-760-0347 SBD_�'_)')" (K ,,-, u()) 10 Property Owner Bast, Kernon 3 Boring # Parcel ID # Pendin vl-_� Ground surface elev. 103.35 ft. Depth to limiting factor 110 in. Page 2 of 3 Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft2 *Eff#1 I *Eff#2 1 0-9 10yr3/1 none sil 2msbk mfr cs 1f .6 1.0 2 9-17 10yr4/4 none sicl 2msbk mfr gw 1vf .4 .6 3 17-62 7.5yr4/4 none sl om 6 mfi 1.0 gw na .2 .6 4 62-110 7.5yr4/6 none grcos I V VL11) osg IV 1-� mfl cs na .7 1.6 <:�H_orizon # 4 is wet. Boring # 1-1 De Depth to limiting factor n Ground surface elev. ft. ' In. ISoil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft2 *Eff#1 I *Eff#2 Boring # 1-1 Depth to limiting factor (-1 Ground surface elev. ft. , in. ISoil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft2 *Eff#1 *Eff#2 * Effluent #1 = BODS> 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. SBD-8330 (R.07/00) Steel's Soil Service, Inc. STEEL'S SOIL SERVICE INC. 3of3 N David J. Steel Kennon Bast 994 200" St. CST-POWTSM SE1/4,NW1/4,S10,T29N,R17W Baldwin, WI 54002 Lic. #248956 Town of Baldwin, St. Croix Co. Direct 715-760-0347 Lot, 12 Fax 715-684-3449 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of this test may or may not be as shown, as permanent lot lines were not established at the time the soil test was conducted. Legend 1 " = 40' ♦ = Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe • = Alt Benchmark Ele. 98.95 ft ❑ Top of 3/4" pvc pipe T • XMI I L '' $ ♦ ' r • {, - '. . - �+.- � � .. ,� . . •7�.. ♦ �, • `� ,f . . it • j fi Y) f I - � r--� 71 a 1094,8 }� 1`^ 'NE NQRTHAM OfWIA .4 JI .St j•. - .l •h ... - Oil I Ir _ JO 40 AWW A TRH- A. • . TI o . `� _F t .` // ` � AOI �3*i- _ .a � sr ,r,, •ti �pr fr.. ' � ,F •-4 r RA r' e♦ , [� j � I 1000, •Ile 0/r - ♦. 1 •,, 4' � f � } R_ 11t �- �r �„y' •/jam _ 2