Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
51-24 Wollin
-./ ^ •""'?>. /^.Wisconsin Department of Safety & Professional Services Division of Industry Services ^j MAY []?'Lm SOI L EVALUATION REPORT -^^r.o ef^z-^ Page.-of_ fu£tM«CM'$F>' ln 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)). - ^.^1 L County f ^ I ^E^"sa ^''^?f^ Parcel I.D. <?4 -<^Z- 2 -<j^7- a't3'-fi4-i O/- Oe=0-,2.<3<aoo 6tLlt£>7{C><SOO Reviewed.Date,.///fc?7/3 \^ACI Property Owner \^^/// H-^G/^ LlC Property Location Govt.Lot A^% N£ y4 S /^ T-^? NR <^g» E (or), Property Owner's Mailing Address //5'J?^fc Cis{&^^^ K-D' Site Address or CSM and Lot #: City, State, Zip f-^e HiU^.W S35SI Phone Number (9^)725 ^^^0 D City D Village(lAbUE. Town Nearest Road Qi<f ^/?dOK^ New Construction Use: ^Residential/Numberof bedrooms 3 D Replacement D Public or commercial - Describe: Parent material i^^<-^^L TJl-L- Code derived designfiow rate •<^S<^ GPD Flood Plan elevation if applicable A/A ft. General comments and recommendations: /"f<^X;//^=5' 3 - 'sf-3'')<3 '-/-r^r)<^-^£ .. -e-^^h^ c^/ ^^-/^e/t 7^ -&/<- ^s./^O-^S Boring #D Boring 'it Ground surface elev w^3^^ Depth to limiting factor lll0 in. / e\w84'G ft. Horizon / 2 J_jL5 Depth In. c) . ^ 6-4, -n -r& 7s>- &-7 ^7- i^ Dominant Color Munsell S-W 4/3 5-v^ y^ .5-^ ^f 5- V/? ^. ^yft. ^,4 Redox Description Qu. Az. Cont. Color A/A /VA^N/^ N^ Texture 61 sJ /7»6/.^ /fie4.> c^ Structure Gr.Sz. Sh. ^c sbK 2.^ st>^ ^^ ^Sf{ <S>sc Consistence mf-r J77/f^ml w-^ Boundary Cs^f cw^w Roots ~w Im Soil Application Rate GPD/Ft2 *Eff#1 '6_ • 4- ; 7 •7L _7_ *Efl#2 ^r~7^ St2- ii7^ /. <fc> Boring #QBoring 'it Ground surface elev.^n Depth to limiting factor /<3^Jn. / elev.8-^. Horizon /z 3 A_ Depth In. €>-Q 5- 13 43-2?^ B^-^8' Dominant Color Munsell SIR ^s^ ^hsw ^s^ ^ Redox Description Qu. Az. Cont. Color^/Vh. //A7^~ Texture 6-/73L rf^.^ €.5 Structure Gr.Sz. Sh. 2/n ^kzy^k <5^fw^ Consistence i^\fr m F>~mT ~M_ Boundary <^w o^s^-^ Roots 2/n im Soil Application Rate GPD/Ft2 *Effff1 . 5 _JL . -7 .7 *EfW2 _1_•^ ,-2. /.^ CST Name (Please^rint) D'ennijS ^->wif^s^f\ Address ',24^' Ks^naa-fh R^., C^U, W/ Signq Date Evaluation Conducted e><--^ /^i .z^^-3 CST Number 22, ^ I ^ Telephone Number 7/S'- 5^"^Z5-^- S'^0^ ' Effluent #1 = BOD > 30 s 220 mg/L and TSS > 30 s 150 mg/L * Effluent #2 = BOD, & 30 mg/L and TSS s 30 mg/L^0 ^^i d Boring # D Boring %s, 7$'' 'it Ground surface elev._ft. Page ^ of 4 Depth to limiting factor lz-^ in. / etev.&'^''7>n. Horizon J z. J- _^_ Depth In. £>-^ S,-^i 4g-^__ So- iz.£> Dominant Color Munsell 5m J/4 5'W 4A ^f? 5W_,___^_ Redox Description Qu. Az. Cont. Color A/i _^A_HAA/^ Texture .5,~M_ C5 Structure Gr.Sz. Sh. 2mjbk ?f&y< 6^ Consistence /D frm^ rr> / -m7 Boundary cw a^ G-W Roots ~Jf~. im Soil Application Rate GPD/Ft2 *Eff#1 _5_,^ •• 7 _z- *Eff#2~T ,<fc /•,-z. i, fc Boring #Q BoringI Pit Ground surface elev..-ft.Depth to limiting factor.Jn. / etev._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 Boring #D Boring Pit Ground surface elev..Depth to limiting factor.Jn. / 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 *Effi»1 *Ef?2 * Effluent #1 = BOD > 30 s 220 mg/L and TSS > 30 s 150 mg/L * Effluent #2 = BOD, <. 30 mg/L and TSS s 30 mg/L ^'Z<7~& (<7( ^{ (a}l£m)^3^St\^M^ ^W^T pp/ ^*y<fi ^k \ ^/ !31W •SU./S •^•TS <ys7<?<yc ./-''N ;.•!•.,,'\. p, mizQ ^ ^ ^vs'e's - YPHS'^' S^V-SM^ ^(7^'(76 - )17NS^-L -2^ ^77(7 <//^/ <ZO ^ - ^/9/^7'SU / ^ ^3 d d^ /J7A3-Z^/^^^^> .SL'S^ id -^•A37=7 ^-2b Zd^A£77^ ,^-^ /c/.-QA-=^=7 ^/<y -w^ ^ ^07^ •3Av^y , ^f/ ^f>a/y<r?^ c/^ ^? ,<y<?/ cf^fA y t^\ '^7^ts//^g ^7^7? ^<y /yw<zjL A< Od //Y£^- 'P/ ^S yw^/^y^ /S^^ W 'S77W ^77 •Qj /VT^^a^Q <^O^SN :?7? ^WO-7^1 /vmo^l €. •-t-i--l-— __4..4..-..4-r-..4- t-rm-t ^^ 9? ^ ^1 f<- f^ 7^ ^ f2 ^ ^ Ql ^ ^1 s^ MAY 1}?7Q'^ Soil ProRle Sheet Owner: l^LUM A^/^j- UQ So (-) Tester: J)^ ^/J- %^^^^^y-> Syuem Elevation-.Load Rate:_ ^ System Range- to P/(W^') PS.C^^Zf) P3CW^) 2, ss'. 24- ^..... 9^.7, ^.5^ S8.d4^ ^.A4^ nsy 2S.^' ^ ^^ f<$.75/ ^^.£>o T/.ZS 3' ^ Sd.1