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Home My WebLink Aboutcst-2023-189 008-1041-70-100fn� 22 1PI �I nn VE13 CST' Wisconsin Department of Safety and Professional Services Page 1 of; 3 Division of Industry Services J U L 11 2023 = SOIL EVALUATION REPORT 7t. Croy councy �[ In accordance wi S��r3e35.9 [d1nJ ounty `. t. Croix Attach cIu p1An�-on paper not less than 8 112 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, Parcel I.D. scale or dimensions, north arrow, and location and distance to nearest road. 008-1041-70-100 Ref #2717 Please print all information. R i ed b Da Personal information you provide may be used for secondary purposes Pnvac Law, s. 15.04 1 m . rProperty Owner Property Location ❑ II Scott & Katy Peavey Govt. Lot SW % SE Y< S 14 T 28 N R 16 E (or) W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 2582 Co. Rd. N Na Na 7Na City State Zip Code Phone Number ❑ City ❑ Village ® Town Nearest Road Woodville I WI 154028 I (715) 222-4713 I I Eau Galle Co. Rd. B ® New Construction Use: ® Residential/ Number of bedrooms 3 Code derived design flow rate 450 GPD zQly x� ❑ Replacement ❑ Publi or commercial - De cribe: Parent material Glacial Outwash ��IuLyrn" Flood Plan elevation if applicable na ft. General comments and recommendations: Site suitable for In -ground POWTS with 0.4 gpd/sq/ft. design loading rate. Recommended system infiltrative surface to be 24" below grade. Pressurized effluent distribution required. V eVs Cl cx \ �\ F Boring # ❑ Boring ® Pit Ground surface elev. 99.47 ft. Depth to limiting factor >98 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell . Qu. AzCont. Color Gr. SzSh 'Eff#1 `Eff#2 _ . . 1 0-10 1Oyr3/3 none sil 2fgr ds as 2vf,f 0.6 0.8 2 10-21 1Oyr3/6 none sil lthinpl ds cw 2vf,f 0.4 0.6 J 3 21-28 7.5yr4/6 none sl 2msbk mfr cw 1vf,f 0.6 1.0 4 28-41 7.5yr4/6 none sl 1 csbk mfi cw - 0.4 0.6 5 41-62 7.5yr4/6 & none Is/Ifs Osg ml cw 0.4 0.6 _ I L6 62-98 10 r3/4 1 Oyr4/6 none bands gr s Osg ml 0.7 1.6 1 - 27 Boring # ❑ Boring ® Pit Ground surface elev. 99.21 ft. Depth to limiting factor >96 in. - -I Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. - `Eff#1 `Eff#2' I 1 0-11 10yr3/3 none sil 2fgr ds as 2vf,f 0.6 0.8 11-20 10yr4/4 none sil lthinpl ds gs 1vf,f 0.4 0.6 3 r2 20-33 1Oyr4/4 none sil 2msbk mvfr cw 1vf,f 0.6 0.8 4 33-45 7.5yr4/4 none gr sl 1 msbk mfr cs - 0.4 0.6 j 5 45-58 1Oyr4/4 none gr Isilvfs bands Osg ml gw 0.4 -� 0.6 6 58-68 1Oyr4/6 none Is/Ivfs Osg ml gi 0.4 0.6 bands 7 68-96 1Oyr5/6 none s Osg mI 0.7 1.6 J CST Name (Please Print) Signat CST Number James K. Thompson "�{� 30021 Address Date E nation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, WI 54020-5413 June 16, 2023 715 248-7767 SBO-8330 (R04115) Boring # ®Boring 111 ❑ Pit Ground surface elev. 98.00 ft. Depth to limiting fact 58 in. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 'Eff#1 *Eff#2 1 0-8 10y3/3 none sil 2fgr ds as 2vf,f 0.6 0.8 2 8-18 10yr3/6 none sil 2fsbk mfr cw 1vf,f 0.6 0.8 3 18-26 7.5yr4/4 none sl I 2msbk mfr cw 1vf,f 0.6 1.0 4 26-60 10yr4/4 none gr Ifs Osg ml ai - 0.5 1.0 5 60-86 10yr6/8 m3p 7.5yr5/8 sicl Om mfr ai 0.0 0.0 6 86-95 10yr4/4 gr Is gr Is Osg ml - 0.7 1.6 ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Rnil A—Ii—finn Rnfa Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 *Eff#2 --1 ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Gnil Annlirnfinn Rofra Horizor. Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 'Eff#2 I 1 * Effluent #1 = BOD, > 30 5 220 mg/L and TSS > 30 5 150 mg/L * Effluent #2 = BOD, > 30 5 220 mg/L and TSS > 30 5 150 mg/L I ne (etatkl,4' (4' scot��# �.ly ✓eyorgo. 408-/Oel--70 yae 6ti 314 aG acres D wvadgw8 de"lly �.r.cc nc 63 62-8 • Jj ,lk �a�0 anK