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Home My WebLink About002-1009-50-000 (4)u All, 2165 , y,yZ Wisconsin Department of Commerce ��SOIL EVALUATION REPORT �.. Page _ -I of 4 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code A.C.E. Soil 8 Site Evaluations Attach complete site plan on paper not less than 8Yz County x 11 inches in size. ,DIVED St. Croix inctude, but not limited to: vertical and horizontal reference point (BM), di percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. Parcel I.D. From 002-1009-50-000 Please print all information. JUL Q 2 2009 Revi By Date Personal information you provide may oe used for secondary purposes (Privacy Law, s. 15.04 (1) (in)).tl /$ Property Owner PLANNI c?6PPOFW4 +WME loor Thomas M. 8r Melody A. Kanten Govt. Lot SE 1i4 NE 1i4 S 5 T 29 N R 16 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSfatA' 1 87 220th Street 2 tY' `Proposed CSM _ cityState ZipCode Phone Number Ci Village ✓ Town 'Nearest, R Baldwin WI 54002 (715) 684-2613 Baldwin 220Th Street ✓ New Construction Use: ✓ Residential 1 Number of bedrooms 3 Code derived design flow rate 450 _ GPD Replacement Public or commercial - Describe: Parent material Glacial Till Flood plain elevation, if applicable Na General comments and recommendations: Site suitale rrd2 ASTM-C 33 sand placed on 98.15' contour. System elevation to be 100.000'. See Memo page. 6 �l d T [emu w S FT] Boring# Borng Ye Pit Ground Surface elev. 95.94 ft. Depth to limiting factor 14 Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Sure Consistence Boundary Roots GPD t' in. Munseil Qu- Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 "Eff#2 1 0-7 10yr3/3 none sil 2fsbk mvfr Cs 2fm,1c 0.6 08 , 10yr5f3 none sil 2fsbk mvfr cs 2fmc 0.6 0.8 3 14-18 10yr513 4 18-24 7.5yr4/6 f2f 7.5yr518 c2d 7.5yr5f8 sil $l 1fsbk ds cw 1fm 1csbk 1f 0.4 06 0.4 06 5 24-42 7.5yr4/4 cm2d lbvr6/2sl :qdhcw om u- 1vf 0.2 0.6 _ Fi-1 Boring # I Boring ✓ Pit Ground Surface elev. 95.46 ft. 17" in. Soil A licabcn Rate _ Depth to limiting factor _ _ pp Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIft' in. Munsell Qu. Sz, Cont. Color Gr. Sz Sh -Eff#1 `Eff#2 1 0-6 10Y r3/3 none sil 2fsbk mvfr cs 2f,1 me 0.6 0.8 2 6-17 10yr5/3 none sil 2fsbk mvfr cs 2f,1 m 0.6 0.8 3 17-21 10yr513 f2f 7.5yr5/8 sil 1 fsbk ds cw 1 fm 0.4 0.6 4 21-25 7.5yr416 c2d 7.5yr518 sl lcsbk dh cw1f 0.4 0.6 5 25-35 7.5yr4/4 sl Om dh - 1vf _ 0.2 0.6- cad 7.5 r5/!3 & m2d I yr6f2 *Effluent #1 = BOD5> 30 < 220 mg1L and TSS >30 150 mg1L ' Effluent #2 = BOD5 < 30 mg1L and TSS < 30 mg1L CST Name (Please Print) Sign ure: CST Number James K. Thompson 3602 Address A.C.E. Soil 8 Site Evaluations Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola. WI 54020 6/19/2009 715-248-7767 P(rop�ertyj owner Thomas M. & Melody A. Kanten Parcel ID # From 002-1009-50 0 -00 3 I Boring # Boring L_J ✓ Pit Ground Surface elev. _ 98.01 ft. Depth to limiting factor 15'" in Page 2 of 4 Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cord. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDfft 1Eff#1 'Eff#2 1 0-6 6-15 15-18 18-22 22-37 10yr3/3 none 1Oyr5/3 none 10yr5/3 f2f 7.5yr5/8 7.5yr4/6 c2d75yr5/8 c2d 7.5yr5/8 & 7.5yr4/4 n32d 10 r6/2 SO SO sil sl SI 2%bk 2fsbk Ifsbk 1csbk Om mvfr mvfr ds dh dh I cs cs ew cw - 2f,1mc 2f,1mc ifm 1vf,f 1vf 0.6 0.6 0.4 OA 0.2 y 0.8 0-8 0.6 0.6 0.6 2 3 4 5 17 Boring # Boring _ _ Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate l Horizon Depth in. Dominant Color Redox Description Munseil Qu. Sz. Coal Color Texture Structure i Consistence Gr. Sz. Sh. Boundary Roots GPDift! " Eff#1 'Effi#2 E f F-1� Boring # —� Boring Pit Ground Surface elev. _ ft. Depth to limiting factor in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Texture Structure Consistence Boundary Roots GPD�tt, Qu, Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 "Eff#2 " Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 <150 mg/t_ ' 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. SB"330 (k07l00) A.C.E. Sod & Site Evalua€ms /� '40 e . 6 t e 091 Sc7J(lff7 T917i�9- cV I �{ PROPERTY OWNER: Him M_ & Wtelfi -dy A. Kamen SOIL AND SITE EVALUATION 2165 Page of a — -- PARCEL I.D.# I rorn 002-k004-50-000 A.C.k Spil X tine P�atua�inns REPORT MEMO Soil evaluation completed for subdivision creation. Dense tree cover limits ability to explore soil conditions throughout parcel, Further soil testing after building site is established and cleared may result in more suitable system area. Soil conditions appear to be uniform throughout immediate area. Placement of mound system within Dairyland Power Utility Flight of Way verbally approved by Kurt Childs June 16, 2009. Onsite soil verification completed with Ryan Yarrington of St. Croix County Zoning Dep't. June 19, 2009, as 1 % J f� oyes of . �LADV-) rK-) - T C Cb 0