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Home My WebLink About46-24?37 ^^ ^p. Wisconsin Department of Safety and Professional Services Division of Industry Services SOIL EVALUATION REPORT APR '/ & W "Page,1 .,3of ''''•^i':'' In accordance with SPS 385, Wis. Adm. Code Attach complete site plan on paper not less than 81/2x11 inches in size. Plan must include, but not limited to; vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)). CountyBayfield Parcel I.D.10637 Reyiewed by Date,^3^ \HW^a~ E(or) W Property Owner CarroK Buckert Property Location Govt. Lot %/< s 15 T 43 N R 7 Property Owner's Mailing Address1730 E Co Rd 1600 Site Address or CSM and Lot #: 16890 Stone Pine Dr. Lot 4&5 of Stone Pine Subdivision City Carthage StateIL Zip Code62321 Phone Number ^57-9^7-^pble D City D Village H Town Nearest Road Stone Pine Code derived desianflow rate 300 GPD Flood Plan elevation if applicable_ft. [•] New Construction Use: (•] Residential / Number of bedrooms 2 I Public or commercial - Describe: Parent material LoamV AIIUVJUm Over sand General comments and recommendations: Conventional System - 18-24" belOW grade with .6 loading Boring #QBoring 95.65 [^[Pit Ground surface elev._ft. 96 8765. Depth to limiting factor ~ ~ in. / elev._ft. Horizon 1 2 3 Depth In. 0-6 6-44 44-96 Dominant Color Munsell 5yr 2.5/1 5yr 4/3 5yr6/3 Redox Description Qu. Az. Cont. Color Texture Is s s Structure Gr. Sz. Sh. 2mabk Osg Osg Consistence ml ml ml Boundary cw gw Roots Sco 3m Soil Application Rate GPD/Ft2 *EfW1 .7 .7 .7 *Eff#2 1.6 1.6 1.6 Boring #DBoring 92.35 ilPit Ground surface elev._ft. 108 83.35 Depth to limiting factor_in. / elev._ft. Horizon 1 2 3 Depth In. 0-8 8-33 33-108 Dominant Color Munsell 5yr2.51 5yr 4/3 5yr6/3 Redox Description Qu. Az. Cont. Color Texture Is sl s Structure Gr. Sz. Sh. 0 2mabk Osg Consistence ml ml ml Boundary gw cw Roots Sco 3m Soil Application Rate GPD/Ft2 *Ef»1 .7 .6 .7 -EW2 1.6 1.0 1.6 CST Name (Please Print) Edward B. Redinger Address 1015 11th Ave. E. Ashland, Wl 54806 Sianature < ^ . . J. Date Evaluation Conducted4/17/24 CST Number 221939 Telephone Number 715-292-6670 * Effluent #1 = BOD > 30 £ 220 mg/L and TSS > 30 £ 150 mg/L * Effluent #2 = BOO, 6 30 mg/L and TSS S 30 mg/L SBD-8330(R04/21) #46-24 Boring # D Boring i pit 93.95. Ground surface elev._ _ ft. APR ^4,UZ4 Depth to limiting factor.96 2 .3of 85.95. Jn. / elev._ft. Horizon 1 2 3 Depth In. 0-7 7-24 24-96 Dominant Color Munsell 5yr 2.5/1 5yr4/3 5yr 6/3 Redox Description Qu. Az. Cont. Color Texture sl Is s Structure Gr. Sz. Sh. 2mabk 0 Osg Consistence ml ml ml Boundary gw cw Roots Sco 2m Soil Application Rate GPD/Ft2 •Eff#1 .6 .7 .7 *Eff#2 1.0 1.6 1.6 Boring #D Boring D pit Ground surface elev..-ft.Depth to limiting factor._in./elev.__fl. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cent. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots Soil Application Rate GPD/Ft2 *Effi»1 *Eff»2 Boring #D Boring D pit Ground surface elev..-ft.Depth to limiting factor.in. / elev.-ft. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots Soil Application Rate GPD/Ft2 •EIW1 *Eff»2 * Effluent #1 = BOD > 30 s 220 mg/L and TSS > 30 s 150 mg/L * Effluent #2 = BOD, s 30 mg/L and TSS s 30 mg/L APR '/ 4'/024 SUPERIOR PLUMBING MECHANICAL (715)278-3456 ^^/TJ'TZ^-^ HO'CST# 221939 Scale: 1" = 40' ^ PIN:10637 1,41 Acres Stone Pine Subdivision Lot4&5 S15 T43N R7W Town of Cable Bayfield Co. A 3./^.=/A5' A^l/.'^ /^"?.*^<- /'^ye.^-n»^-</. Customer Name: Carrol Buckert Adress: 173° E co- Rd- 160° Carthaee. IL 62321 SITE: 16890 Stone PineDr.^able, wj Phone #: 651-767-2834 Email: NO WELL ^1 tl .c^1 V^1V;>1 §^a^-€"iV^t-^/ ^ ^'.^ y y -p-1Os." z ft 5' T3,3 -P.'.~\^