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HomeMy WebLinkAbout75-24<n_ !'\}^ L.\<-U'j(DO ../•^ •"1 ^>>'.^w!%, Y\-/J', Wisconsin Department of Safety & Professional Services Division of Industry Services MAV QORtGINAfe '^Mu-^Page./ of -3 rs-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)). County S^-fiel^ Parcell.D. ' T^X 5^7^ OV-(3y/':3-</</~09 -lb^ 00^75'^OOOQ Date./^w I ^^? Property Owner Tp-ffr^ -t Plouu.r^^ F^K/^a Property Owner's Mailing Address ^^tS Q&^r- d?ro^- RcL Property Location Govt. Lot V, 1/4 S (((? T '4<1 N R (9^ E (or) W Site Address or CSM and Lot #:, City, State, Zip boion^^fUJZ y^73 Phone Number r Arc u^- ^?w<6^)^u^ Gl^i^ ^)^^Z^^\D City D Village SS Town BOT/I^S Nearest Road Public or commercial - Describe: I n New Construction Use:S^Residential/Numberofbedrooms 3 Parent material Code derived designflow rate YS&_GPD Flood Plan elevation if applicable_tt. General comments and recommendations:C^^A/\«.vJl <^{li Boring #D Boring }pit Ground surface elev,&55},Depth to limiting factor 19^ in. / elev._ft. Horizon T~K ~3_ ^ Depth In. -07T 3-oH s^-^<ffi^ Dominant Color Munsell ,0^-3 7^e.5/s JQ^L 3A> ,64^^ Redox Description Qu. Az. Cont. Color Texture _SL_ _5_ _i_ _s_ Structure Gr.Sz. Sh. <^^<sA>K O^c~S1 (0^ Consistence i^G- Avt- ^vL ^t- Boundary C.5 cs cS Roots ~M_~w Soil Application Rate GPD/Ft2 *Eff#1 Tl£- ~^_ .^^ *Eff#2 J_0_I ^^/ ^ 3.Boring #Q Boring 'it Ground surface elev,tei.Depth to limiting factor fSto in. / elev. Horizon J_ -A_ 3_ _t£ _5_ Depth In. Qz^LIPT -?-^ ^-M^f ^H3ft Dominant Color Munsell f0^^\w^b -IW^b 10^ ^ lo<qN Redox Description Qu. Az. Cont. Color Texture ^L $ _$_ _?_s Structure Gr. Sz. Sh. 2-^AL J2g_ OS3 0^3 _0^ Consistence /Vv-^r- -^£- ^Y\L-^ ~^L~ ^v\L Boundary -cs-C5 cs C5 Roots ~w~3L Soil Application Rate GPD/Ft' *EfW1~^~ -J- .7 _^_ _2_ *Eff#2 _L°_J5: _ik-~w /(^ CST Nqiog (Please Print)iJ^5 Address n . <,3SQO Cbtteyftr. ^Kx^ ^ 5W wweyw^^ Date Evaluation Conducted^-^ CST Number^S7-^ Telephone Number~7/^-73^/W * Effluent #1 = BOD > 30 s 220 mg/L and TSS > 30 s 150 mg/L * Effluent #2 = BOD, s 30 mg/L and TSS £ 30 mg/L SBD-8330 (R03/22) JA s/nomoQ 3 Boring # Page..of. D Boring [Spit Ground surface elev.^ ('' J ft.i !^ ' .'- - Depth to limiting factor /<^V in. / elev._ft. Horizon I -^-T^E Depth In. 0^~^~ ^a^3 43-1^ Dominant Color Munsell jCHt^-7WN 1^_(0^1^ Redox Description Qu. Az. Cont. Color Texture &t _5_s J^ Structure Gr. Sz. Sh. 9^-^L -s^- ~s- Consistence fW^ /yvL-^ ,-wL- Boundary cs C5 C5 Rootsw2: Soil Application Rate GPD/Ft2 *Eff#1 7fc~ .7 ,7~-T *Eff#2 /.of ^ ~J^_ l.(^ Boring #D Boring a pit Ground surface elev.J'i.Depth to iimiting factor_in. / elsv.. 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 D Pit Ground surface elev.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 s 220 mg/L and TSS > 30 < 150 mg/L * Effluent #2 = BOD, £ 30 mg/L and TSS s 30 mg/L jb 0^<^ u /^omi-I o y> ^> I'^o1 ^£&a-t£k^J(L- ^100.0' ^M^o^SidiM, •^o<lf,h ft» -CfZS5 &^' CIZ. ^ ib3'<n(5 O-LU^ <T£-ft+/no^<'<<^ K^'SA5p)i>r- P^pJ^^y Sl\<».T14^,HO^(^ - (W6ro^(W-0^m.^ U^Y ^ (^rc4 Ato^-Qo4-oW-<yMfc-9 C^-<fi-?s. gooffio -PSUA^ <^ ^>arrws i^feU Co^^ o^t( •S40* ^ U^&^^U—> \^n. :zT> {''-.'. '.-.. - <^» f~< tW -h f^w<s^ Qreu^ l^ '~/7?aiitiJ^ ^Sr^7W€^W