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Home My WebLink About57-24 SpenceWisconsin Department of Safety and Professional Services Division of Industry Services MAY 0 9 2024 ^R-oa SOIL EVALUATION REPORT^ 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)). Property Owner <l/tr> 3-hs> p^s;p't-ve-^- ^^-e.^ <_e County Parcel 1.0. ^.^W<L r^^-^^ I^^^Q Property Location Govt. Lot £>~ % ^7/5 1%^9 %s/i/ T^TNR *y Property Owner's Mailing Address _^_o/C Z^Y Site Address or CSM and Lot #: lf'7S~'-{C> LJ. •O^^-f L-^^-e_ Cit ^ye> y\<-<J •e.'f- State^r Zip Coder^^7 Phone Number(^ )i^io D City . D Village R3. Town f4u<y l^e.j Nearest Road (/U. t>^€-P /^i: fe:^ I New Construction I Replacement Parent material.. Use: ySJ Residential/Numberof bedrooms I Public or commercial - Describe: 'tjtt.i'eJi. "TTt I General comments and recommendations: T Code derived designflow rate /.S 0 GPD Flood Plan elevation if applicable_ft. Boring #[~I Boring IPit Ground surface elev..Depth to limiting factor.7%.in. / elev._ Horizon / -2^ ^ Depth In.^T^ -?o SO'cjO Dominant Color Munsell te°^^l^ ^ ^ .The-.$-/ Redox Description Qu. Az. Cont. Color f^So/^^ [\J e> ^ /J^ ^ Texture $^TJ" ^_ Structure Gr. Sz. Sh. ~Tf^W 00 Consistence l^tV^ WIL mL Boundary (-$ c< Roots 3 co 2<-s / t^-F- Soil Application Rate GPD/Ft2 *Eff#1~T --7 c7 *Ef?2 .*7-7-TZE 2.Boring #QBoringIpit Ground surface elev..Depth to limiting factor.^.in. / elev._ Horizon T ^ ^_ Depth In. ~o^T ^zcT ^-^ Dominant ColorMunsell /<^2?/2. 7.rf{2~^ yfVL Sr/<6 Redox Description Qu. Az. Cont. Color A/o/t/^ ^Jo/^< )\j oA/^ Texture SL z-r 3 Structure Gr. Sz, Sh. i4-'^^^^ _Q_ Consistence *!-< V-f^ M V-f-v ^/^- Boundary Q.^^ Roots 3^o 3 ^-i7^F Soil Application Rate GPD/Ft2 *Ef?1TT .7 -•7 *Eff#2 .-7 J. ^ -L£ CSTt*i(ame(Pleas9j3rint);^ ,.-., , ,A'l'Kn'r^'^} To l^k-i Address 'Ro. B<&'< S'2.2. _^r&^ R<i;<e.r'wU^ S'¥f¥7_ signature^^C-T—<^Gr Date Evaluation Conductedt/:-2:£i-2.< CST Number 2.2.^0^0 Telephone NumberVs"^' ZTZ-- ^ * Effluent #1 = BOD > 30 £ 220 mg/L and TSS > 30 s 150 mg/L * Effluent #2 = BOD, s 30 mg/L and TSS £ 30 mg/L SBD-8330 (R04/21) ftj ^60 J^-^9/ ^-^ ,->age C. of -^ 3 Boring # D Boring 'it Ground surface elev.7 /• "' ft.Depth to limiting factor.-^in./ elev._ft. Horizon _/_ 7^ ^_ Depth In. ~OZ1~ ~n~^ ^-^ Dominant Color Munsell fo^^-z/Lr-r^ ^ yrl^si^ Redox Description Qu. Az. Cont. Color jj o^Je ,A/o/^-i<£ ^ c..^ Texture $L- LS> s Structure Or.Sz. Sh. /^^ 0 c? Consistence <^L <-/-p(^ )^li- /V)L- Boundary CIS A5_ Roots _3^_ z.l^\J^F Soil Application Rate GPD/Ft2 *Eff#1~T '-7 .-' *Efffi2 .7^~7^~ Boring #D BoringD 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 *EfW1 *Eff#2 Boring #D BoringQ Pit Ground surface elev.Jt.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 *Eff#1 *Eff#2 * Effluent #1 = BOD > 30 £ 220 mg/L and TSS > 30 < 150 mg/L * Effluent #2 = BOD, 5 30 mg/L and TSS s 30 mg/L ,['-ft.vA,)>-B/: pslk.ps^ Pl^,l^^ R&. £.<:>!' £-2.^ •X,.-^ /C. ,./c / M/mi^. 7 jW,H ft S. f.S.'iQQ'W csr a' z.z.^s.ss'yo T^x'ns*^^0 »-s. s&fi Qo^^si * 1^- UM 'i^l»-»5e>/f IE"'0|»»«e-y? ... 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