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Home My WebLink AboutCST-2023-323 012-1058-30-000' Wisconsin Department of Safety and Professional Services Page 1 0� Division of Industry Services f1 SOIL EVALUATION REPORT 6577- ZOZ 3- 3Z3 ��j 2�23 In accordance with SPS 385, W s. Adm Code County St. Croix Attach complete site plan on paper not less than 8 1/2 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. sc�Jr or dimensions, north arrow, and location and distance to nearest road. 012-1058-30-000 Ref#2736 Please print all information. R iewe d by ZDate n!crmation you provide may be used for secondary purposes Privacy Law, s. 15.04 1 m . Property Location ❑ Carol Holldorf Govt. Lot SW 1/. SE % S 26 T 30 N R 17 E (or) W Property Owner's Mailing Address V Lot # Block # Subd. Name or CSM# 1976 13011 Ave. / Na Na I Na City State Zip Code Phone Number ❑ City ❑ Village ® Town Nearest Road Baldwin I WI 54002 715 917-0267 Erin Prairie 200th St. j [� ^i , Construction Use: ® Residential/ Number of bedrooms 3 Code derived design flow rate 450 GPD Z01V L y. ® Repiacement ❑ Public or commercial - Describe: Parent material Glacial Till Flood Plan elevation if applicable na ft. General comments and recommendations: Site suitable for mound POWTS. Recommended infiltrative surface eJevation to be 96 00' at 14" above 9480' I contour. ��A , a Q t-j •T`K �() Cr ( \qse EDBoring # ❑ Boring ® Pit Ground surface elev. 94.58 ft. Depth to limiting factor 29" in. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 v 1 *Eff#1 *Eff#2 1 0-11 11-20 10yr3/3 1Oyr5/4 none none sil sil 2fgr 2fsbk mvfr mvfr cw cw 2vf,fm 1vf,f 0.6 0.6 0.8 0.8 -{ '0-29 I 7.5yr4/4 none gr sl 2msbk mvfr gw 1vf 0.6 1.0 -40 7.5yr4/4 f2f 7.5yr5/8 gr sl 1 msbk mfr cw 0.4 0.6 r5 6 40-47 47-72 7.5yr4/4 5yr4,4 f2d 7.5yr5/8 c2d 7 5yr5/8 gr sl gr sl lccsbk Om mfr mfi cw 0.4 0.2 0.6 0.6 2 ] Boring # ❑ Boring ® Pit Ground surface elev. 94.62 ft. Depth to limiting factor 22" 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 0-9 1Oyr3/3 none sil 2fgr mvfr cs 2vf,f 0.6 0.8 2 9-16 1Oyr4/4 none sl 2msbk mfr gw 1vf,f 0.6 1.0 3 16-22 7.5yr4/4 none gr sl 2msbk mvfr gw 1vf 0.6 1.0 4 22-39 7.5slyr4/4 f2f 7.5yr5/8 sl 1 msbk mvfr cw - 0.4 0.7 5 39-58 7.5yr4/4 c2d 7.5yr5/8 gr sl Om mfl 0.2 0.6 ' (Please Print) Sig re �j CST Number -- - .-- /1. / /L6 IZ 30021 Da valuation Conducted Telephone Number 340 rawson Lake Lane Osceola, WI 54020-5413 October 23, 2023 715 248-7767 61iD-8330 (R04/15) 1 —� ❑ Boring ' # ® Pit Ground surface elev. 92.00 ft. Depth to limiting factor 40" 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 10yr3/3 none sil 2fgr mvfr cw 2vf,fm 0.6 0.8 2 8-23 10yr4/4 none sl 1msbk mvfr cw 1vf,f 0.4 0.6 3 23-40 10yr4/4 none Ivfs 1csbk mvfr I cw 1vf 0.4 0.6 4 40-57 1Oyr4/4 f2d 7.5yr5/8 Ivfs wkly cemented mfr 1vf 0.0 0.0 ry # ❑ Boring ® Pit Ground surface elev. 93.58 ft. Depth to limiting factor 33" in. Soil Aoolication 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• 0-13 10yr3/4 none sil 2fgr mvfr cw 2vf,fm 0.6 0.8 2 13-20 10yr4/4 none sil lmsbk mvfr cw 2vf,f 0.6 0.8 20-28 7.5 r4/4 y none heavy sil 2fsbk mfr 9w 1vf 0.4 0.6 4 28-33 7.5yr4/4 none heavy sil 1msbk mfr cw 1vf 0.4 0.6 5 33-59 10yr4/4 f2f 7.5yur5/8 heavy Om mfr - 0.0 0.0 ::.r ng # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor 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 I ' E I::. #1 = BOD, > 30 s 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 Akis,6,1� rime,# 11?74 I V AIC . $aii/es'rvN7, u}� oD.z o ' �l �xrlrao+�, +(le.ly nl�r7rt � p�r�fc. joraf?arr n f �: s�,i,q dOw.- /ell. 5,4ec )4e, Cv»A, ar-A-6-,,m ¢ lr; ari �urfaGt elG� Y/, 6b. 3Zo'� v 5