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<br /> °- LPAECFvFr• ,r irr - fety and Professional Services Page I of Li
<br /> =. Division of industry-. i•s
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<br /> .% , 4 JUL 1 7 2023 SOIL EVALUATION REPORT -ram.); z D (ggq L}
<br /> In accordance with SPS 385,Wis.Adm.Code County 130 r v\2 14.
<br /> Attach ..mplete siteglaTectnammlynot less th n 8 1/2 x 11 inches in size.Plan must include,
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<br /> but not I itect efesi^- •1;,•'. Meer.Meer. ce point(BM),direction and percent slope, P I.D. c '
<br /> scale or •---- =- -- =-- , - and distance to nearest road. T;]arcel it./ oz �- p 4 I 36 '7,60 C7
<br /> Please print all information. cle:t byL Date 1
<br /> Personal information you provide may be used for secondary purposes(Privacy Law,s. 15.04(1)(m)). I 7/�iI d3
<br /> roperty Owner ,, Property Location
<br /> l ❑ 0
<br /> Kasen L L . J o(IC hn&vk Rev -T-'C Vs4 C?T> Govt.Lot 'A 'A S 3�j T ce p N R I �-4 E(or)g
<br /> 'roperty Owner's Mailing Address Site Address or CSM and Lot#: i-AV lb
<br /> U;,4�.35- yq 441 FL 1J Lo+ I. C5 VI16/I QF -It 3314 Icg94
<br /> City State Zip Code Phone Number ❑City ❑ Village aTown Nearest Road
<br /> MtnVle'vt1s Nil 55 LI 4 6 ( ) 5c-o-14- 1 ►0s G(Q,C 6orh Rd
<br /> ❑ New Construction Use: Residential/Number of bedrooms 4 Code derived designflow rate 40b GPD
<br /> 1521 Replacement 0 Public or commercial-Describe: Flood Plan elevation if applicable+(00 ft.
<br /> Parent material gp'1 a..Ctci.,\ 0 t.) ' W 4 s
<br /> General comments and recommendations:
<br /> • 1 >o r 15 P()t- 4-o sei.c4 sc,1's . e--1,e‘.) , (,4- " G eo ►l.4+
<br /> Boring# ❑Boring
<br /> [ 'Pit Ground surface elev. Z. ft. Depth to limiting factor (Oe in./eiev.862- ft.
<br /> Soil Application
<br /> Rate
<br /> Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2
<br /> In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh.
<br /> *Eff#1 *Eff#2
<br /> I lj -9 -t,Sy,. 3/a S b -5.9 ift4. I 5 w Z,.., ,1 1,4,
<br /> 2- l0-(45' u 4/3 — 5 "i ilk I ., 1 u'-C ,7 ( ,(o
<br /> 3 Lis*-70 51,- V4 -- Gl zwtsbK h,tc,' h 1uc ,4 •(P
<br /> ({ -70-1055' 'LSD- 4/3 — 5 0-5g "1 I ( uF ,Z l ,(4
<br /> no a. p c rev.-V---f e_d o)c Lvt 0- k o rir�o 1.--1
<br /> V c--- root +o -1 L{ '(
<br /> Borin # ❑Boring
<br /> 2. g [Pit Ground surface elev.gq•C1 ft. Depth to limiting factor I b a in./elev.i6• T�1
<br /> ft.
<br /> Soil Application
<br /> Rate
<br /> Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2
<br /> In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
<br /> d -qt 1,Sy . 3J2- — 5 0-5, 1 5 w zA.)F C '-( I•
<br /> 2- q -30 1, 4/3 — 5 tt m4. I it lu-C •.I (,le
<br /> 3 3 b -1-te y `iff• — S ti ►4. I ,( 1uF4- '7 L• 1
<br /> 4 coa, ._IC7 S why Gi 2...w.56(e, Y1,.-F. - 11 I J , 4 , (o
<br /> 5- 1 v-t 0 Z " s/3 -- 5 b -s_5 wt, 1 ,� I.L
<br /> r.l 0 a.gpa..ra�� (&eA-0\ic \I c--- roods iM C-i. + o `70rV
<br /> CST Name NEKTON MAKI Signature l �}-- n•1
<br /> I CST Number 224901
<br /> Address 10869N SMITH COURT 1 Date Evaluation Conducted Telephone Number (715) 634-8719
<br /> HAYWARD, WI 54843 1 7 — to —2-3
<br /> Effluent#1 =BOD>30<_220 mg/L and TSS>30 5150 mg/L *Effluent#2=BOD,5 30 mg/L and TSS 5 30 mg/L SBD-8330(R04/21)
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