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75-24 Fullington
SR-000%w^.i ,,i^a£^2^J^ -<<;\ Wisconsin Department of Safety & Professional Se^ ces ^ ^ , , .11^?, ,;v|. Division of Industry Services ' !! !1 MAT /ii/ll//! QORjlGIN'i'l\^-of_ \ rs /x/SOIL EVALUATION REPORT %.^,;,:.5"-?;/' 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 1^-fiel^W } 7^7^I Parcel I.D.^/•<%</-;3~W-09-/fe'c? OQ^S-^OOOO Date./^y/3. \^^i/ Property OwnerT<°ff^/ ^ fy1cLar^ FuHi^n Property Location Govt. Lot %74 S (k> T ^ N R <y{ D ^ E (or) W Property Ownfer's Mailing Address 3^5- Q&AT- ($ro^- {U Site Address or CSM and Lot #: r Arou-<- (3?wj(6^)(^?u^ ^ City, State, Zip ^On^Q^S/l^T 5^7:? Phone Number(7/5')_S^Z^^I D City D Village fiar/^ Town Nearest Road I Q New Construction Use: &Residential/Numberof bedrooms 3 Parent material Public or commercial - Describe: Code derived designflow rate YS&_GPD Flood Plan elevation if applicable_ft. General comments and recommendations:\^A/\TO/jJ^ ^.^ Boring #D Boring }pit Ground surface elev,<?755fft.Depth to limiting factor lc^v in. / elev._ft. Horizon T^~3_ H Depth In. :0r3: 3-3^ s^-w?^ Dominant Color Munsell 10^3/3 7.S^5/4/0^3/^ 'ft)LUL ^A/ Redox Description Qu. Az. Cont. Color Texture ^ 5_^L _s_ Structure Gr.Sz. Sh. <^0c_ O^c-0^- Consistence P^r- /v»t- ^vL _z^_ Boundary ^5 cs c5 Roots -AP- ~s- Soil Application Rate GPD/Ft2 *Eff#1 J.~G~ ~^_^ ."7 *Eff#2 / 0 _i^_^ZE Boring #QBoring'it Ground surface elev.tei.Depth to limiting factor / QL<J in. / elev._ft. Horizon J_ _^_T _LL _^_ Depth In. O^LIPT ~7-^ ^-M^f ^H3o Dominant Color Munsell j0^^iw^b-IW^lO^L ^[QMl^N Redox Description Qu. Az. Cont. Color Texture jSi-_ _$_ _$_j:s Structure Gr. Sz. Sh. ;1^<6L ~0^ _0^ Consistence r>~/v\-~^~ (>Ytl~^~ t^\L Boundary -C5-c5-cT CS Roots^IE Soil Application Rate GPD/Ft' *Eff#1~J^ -^3-^L _x_-L *Eff#2s:~JS_~w-IE:JS_ CST Ns/w (Please Print);aseLJ^5 Signature /^p CST Number^5?^ Address n . ,bSCD ^ey^r ^u/-4<^5W Date Evaluation Conducted6~^y Telephone Number"7,^ -73^> '/^fV • Effluent #1 = BOD > 30 S 220 mg/L and TSS > 30 s. 150 mg/L * Effluent #2 = BOD, £, 30 mg/L and TSS <, 30 mg/L SBD-8330 (R03/22) ^\ ^W\Z°2>\^ 5 Boring # Page..of D Boring[Spit Ground surface elev^'i^ ft.l'IAY 'f\ M \&^\o limiting factor 1^0 in. / elev._ft. Horizon I _^_T^ Depth In. ^i-^?~^343-1^ Dominant Color Munsell \^H^I\-7.^^ /.cm"^ (0^/t( Redox Description Qu. Az. Cont. Color Texture &L _5_s s Structure Gr.Sz. Sh. <$W^ Os^ 33 Consistence fW^- n-<-~^ /wU Boundary c?Sd5 C5 RootswTF" Soil Application Rate GPD/Ft2 *Eff#17fc- .7 ,7^T *Eff#2 /.oTE1^T^ Boring #D Boringa pit Ground surface eiev._fi.Depth to iimiiing factor.in. / slsv._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 BoringD Pit Ground surface elev.Depth to limiting factor..in. / elev. 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, S 30 mg/L and TSS S 30 mg/L J^ OvA^^Xy ^ /^OM( 0 o»0 ^0 J"--^1 ^£^ekft\<^ ^100.0' HA i^*, •-SoilP.h &• .^.55- 63-^.^ fc3'cn.lS 0-^aAl ^&^?+/yY^<^e<N F^t'^s^ ()ropA<^y Sl\o."fl-HU^O<:^ - {W&ro^6^Lo»-m.A^ U^ <^ ?b^t4 ^O^Q04-o2-t^-<yM^9 0&-(fi7S.8ooso ~p3<-</^ <f<i ^rnes Bo^-feU CJQ^^J QU^ w ^0 u^ww->Ti<"^ rg, W fo A^^prs^y l'^ 7%^^ ^5r^s'7^y^w