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9l-VVVfcv\ ~~' i '.i ..' ' '>- /'5t^Kl*'/;t~/v ;B.. -^ <7 c_ -'-/ Wisconsin Department of Safety & Professional Services Division of Industry Services Page ' of 4 SOIL EVALUATION REPORT r^z.o. i 4^4 ' b/(Z 7/H- In accordance with SPS 385, Wis. Adm. Code^Q^sy 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)). County 6^^/Giff 1'A^^ffy Parcel I.D. <s4- d/S 2 • 44' <3~f '-3i • 1- 0<2 " coo '^i&ooe> £>/& i& I'fl" $%) / <3i0^ Datei^/?l "SMv\ Property Owner >SARA 6^L0^ ^ <f^ftY^ ^'/SAA/OAi-1- Property Location Govt.Lot /^(V % 5^ % S ^1 T -^ N R C-l E (°r) w Property Owner's Mailing Address ^"^co t3i-^£ /7<acw RS), Site Address or CSM and Lot #: City, State, Zip DRU^I^£>^. (V/ 5'y^3^_ Phone Number (7/^)^SXJ-<S^S'J D City D Village ® Town X^tf^H&^fi Nearest Road 0m£ f^JQ&Ai Kb. New Construction D Replacement Parent material. General comments and Use: GB Residential/Number of bedrooms Public or commerdal - Describe: recommendations: ca-v-e Code derived designflowrate f'5^ GPD Flood Plan elevation if applicable_ft. Boring #C] Boring j Pit Ground surface elev..J^i^ft. Depth to limiting factor % in. / etev. ^'^. Horizon f J_ •-7 '^ _±_ J2. Depth In. <3-y f/-z4 ^. 47 ^y-^^ ^- 7^ Dominant Color Munsell ^VR '^/iM ^C5if\ ^ S-YA ^ ^^ ^4 Redox Description Qu. Az. Cont. Color NA A^A hfk jyA- _M. Texture ^L Is c^i^r s C5.cd Structure Or. Sz. Sh. 2^ -5bK ^<- ^hk Q-vf <€>^ Q& Consistence t)ipr /y^/-r wl-mT jaii. Boundary ^.*A» <^w 4lA/fW Roots ~3f~ im Soil Application Rate GPD/Ft2 *Eff»1 jJL - 7 .7 _7_ .-7 *Ef»2 _1_/.z~7^ /.z ,.6 Boring #^Soring QPit Ground surface elev.. ^.<Depth to limiting factor 7<fe> in. / elev. </!'6^K. Horizon / ^ J_~s_ Depth In. tt-^0 /c" it. Zt'Sl Si-7^ Dominant Color Munsell ^_s^ z'^ 5W ^a A-y/? ^46^ V4 Redox Description Qu. Az. Cont. Color ML /v^ A/A~w Texture ~JL f6 ^ff^ s.^ Structure Gr.Sz. Sh. Consistence Boundary Roots Soil Application Rate GPD/Ft2 *Efl#1 _i-~T .1 .7 *Ef»2 _JL i.t.~T^ />z CST Name (Please Print),')£W^'^S^^^£^ Address t2.^i9 fC^^/^^W^^ c^ec^, ('// ^^if Signqtyge ^ Date Evaluation Conducted ^./<3Z/;2f CST Number "2.Z/.$-7<*- Telephone Number 7/5-<$'^ -^•i.S'4 * Effluent #1 = BOD > 30 £ 220 mg/L and TSS > 30 :s 150 mg/L ' Effluent #2 = BOD, & 30 mg/L and TSS s 30 mg/L SBD-8330 (R03/22) J Boring # D Boring LPit e/Ground surface elev._/°i/uft. Page <- of Depth to limiting factor ^6 m. / elev.J^fftt. • Horizon .^ I z _J_ -± Depth In. ^-g s-11 2J-S/ ,51 • 8 ^ Dominant Color Munsell 5'W ^ 5W -¥s .s'n tt 5W 'J4 Redox Description Qu. Az. Cant. Color A^ AM _^A_ /V'A Texture ,J/ A-s^f V-.CQb Structure Or.Sz. Sh. 1 f^k •2e .5^ ^ a.5i Consistence w/-r my Pr~mT ^m7~ Boundary <yW <^w^^•vli Roots ~w JAL Soil Application Rate GPD/Ft2 *Ef»1 •> -z- _7_ ' 7 *Ef»2 _f_ f.Z. la ,-4 Boring #D Boring a pit Ground surface elev.._ft.Depth to limiting factor.Jn. / elev.__ft. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Or.Sz. Sh. Consistence Boundary Roots Soil Application Rate GPD/Ft2 *E»1 *EW2 Boring #Boring D Pit Ground surface elev..Depth to limiting factor.jn. / elev, Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Or.Sz. Sh. Consistence Boundary Roots Soil Application Rate GPD/R2 *Efl#1 *EW2 * Effluent #1 = BOD > 30 s 220 mg/L and TSS > 30 s 150 mg/L * Effluent #2 = BOD, <. 30 mg/L and TSS <. 30 mg/L ??^i <$^ §?% \ ~~Q -~Q <sQo6 r<i -o •^ > <^0 ^n Cn; W -/\fyc/ w^i'/<?& I <,,<r^ ZB 3.-^ „- /' ]F^ -j^ ^ Soil Profile Sheet s^/s^ Qu^/^ Owner: ^V CR^WU. Soil Tester: J)ffW^ "V^&HOSS&M y j. / ' System Elevation-. %/35' Load Rnte: ' 7 __ System Range-. ^> 1,0 ^-S5 ^/-wr" SZ nf5f JS. 9s.7^ /<s>e? <7<f. TB- r- n yr- 7+. cf5 ^t ^ n i ^ L efs'^s e\Z^€ 95.2f ?2.^- f^.^ 3/ \ ^.<33