Loading...
HomeMy WebLinkAbout002-1009-20-100 (3) P A l l \� U 11) C.,ST - z -°-iLf Wisconsin Deparlm ar I[ ni -s tishV t Page 1 of 2 Division of Industry' l� p SOIL EVALUATION REPORT Z Z 5 I C f y 0 op MAY 31 20Uaccord.nce with SPS 385.Wis. Adm. Code County / ST Croix Attach complete site pl.n on paper not less than 8 1/2 x 11 nches in size.Plan must include, but not limited 10 vertic 1 and hdoQ,o60200e16R1R0Q1poinl(B ).direction and percent slope. Parcel I.D. scale or dimensions.nr h BQowrgndtgcalbrefaprtetthc= to nearest road 1 002-1009.20-100(current) Please print all Information. Re wed by 11,L Date/ ///JJJ Personal information you provide may be used for secondary purposes(Privacy Law.s 15 04(1)(m)) N /y{ / (././ I 7/��/ z Property Owner Property Location: / Greg Schultz Govt Lot: NW % NE % S05 T 29 N R 16 W Property Address Lot# Block# Subd Name or CSM# 2259 CTY RD DD 01 CSM 12-3398 (Proposed lot 02) City State Zip Code Phone Number ❑City 0 Village x Town Nearest Road Baldwin IWI 154002 I I I Bladwin I CTY RD DD 0 New Construction Use:❑� Residential/Numberof bedrooms 3-4 Code derived design flow rate 600 GPD ❑ Replacement ❑ Public or commercial-Describe ' �( Parent matenal Loess over loamy till(Jewett sit) Floodplain elevation if applicable NA ft. G..D1 . General comments and recommendations: Recommend minimum 13'send-Aft POWTS mound on 10000 contour with 0 egodift2 loading rate. IF=23'(Redosimoryhic features) ❑ Boring 1 Boring it 0 Pit Ground surface elev 100.00 ft. Depth to limiting factor 33 in. Soil Application Rate Honzon Depth Dominant Color Redox Descnption Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Qu.Az.Cont Color Gr Sz Sh. •Eff#1 'Ef 02 1 0-9 10YR 3/3 - I 2f-msbk mfr cs 1m-vf 0.6 0.8 2 9-19 7.5YR 4/4 - sl 2msbk mfr gs 1 m-vf 0.6 1.0 3r10-15%warn) 19-33 7.5YR4/6 - Is-sl lcsbk mvfr gw 1vf 0.4 0.7 4 00.20%¢..$) 33-46 5YR 4/6 c2d 7.5YR 5/8 8 7.5YR 52 sl Om mfi - - 0.2 0.6 2 Boring# ❑ Boring 0 Pit Ground surface elev 95.30 ft. Depth to limiting factor 25 in. Soil Application Rate Honzon Depth Dominant Color Redox Descnption Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Qu Az Cont Color Gr. Sz Sh •Eff#1 -Eff#2 1 0-8 7.5YR 3/3 - I 2f-msbk mfr cs 1f-vf 0.6 0.8 2(S10%gravel) 8-25 7.5YR 5/4 - sl 2msbk mfr gs 1f-vf 0.6 1.0 3(1520%yesq 25-37 7.5YR 4/6 f1f 7.5YR 5/8 sl lcsbk mvfr - - 0.4 0.7 ' Effluent#1 =BOD. >30 s 220 mg/L and TSS>30 s 150 mgeL • fff1 nt#2=BOD.>30 s 220 rrg/L and TSS>30 s 150 mgfL CST Name(Please Print) Signature Q - _ l CST Number Ryan Bethel r�(J I�` 1330832 Address Dale Evaluation Conducted Telephone Number 779 Spring Creek RD S,Red Wing,MN 55066 05/19/22 (651)327.0074 SBD-8330(R04/15) D Boring 3 Boring# 0 Pit Ground surface elev 100.35 ft Depth to limiting factor 23 in Soil Application Rate Honzon Depth Dominant Color Redox Descnption Texture Structure Consistence Boundary Roots GPD/Ft2 In Munsell Qu Az Cont Color Gr Sz.Sh ER#1 Efl#2 1 0-8 10YR 3/3 - 1 2f-msbk mfr cs 1m-vf 0.6 0.8 2 8-14 7.5YR 5/4 - al 2msbk mfr gs 1f-vf 0.6 1.0 3(5-10%gr.vell 14-23 7.5YR 5/4 - sl lcsbk mfr gw - 0.4 0.7 4 23-38 5YR 4/4 c2d 7 5YR 5/a a 7.5YR 5/2sd 1 mabk mfi - - 0.2 0.3 4 Boring# ❑Boring ❑ Pit Ground surface elev ft. Depth to limiting factor_in. Soil Application Rate Honzon Depth Dominant Color Redox Descnption Texture Structure Consistence Boundary Roots GPD/Ft' In. Munsell Qu Az Cont Color Gr.Sz. Sh E1F#1 Eft#2 El Boring 5 Boring# 0 Pit Ground surface elev ft Depth to limiting factor_in Soil Application Rate Honzon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Qu.Az Cont Color Gr Sz Sh. •Eff#1 'Eff#2 ' Effluent#1 =BOD. >30 5 220 mg!L and TSS>30 5 150 mg L • Effluent#2=BOD. >30 5 220 mg!L and TSS>30 5 150 mg/L • T"1. T T T r I T I NL _ T T T PA 1 T 'j R F S o + + + + + + + + + + + + + + + is + + + + + / + + + + + + + + + �' 2.r., + + + + + 44, + + + + + + + .+_, _ 7,1 u _ _ _ � + + + + + + + + + -4- 3_m _Re + + + + + + + _.*.--- T S1 . 4a XI- �\ \\\ \\. • \\\\\\\\\. M P i \\�\\\\\\� 0,°(c li �\`���\\: Fop a �\ \\\ O \�\\\�\\� '�,V,al,, .\�\\\\\ \\\\\\\\ ti�_ N 11 \\"�`\\ xi O d n ii \�\\ `^ r re O �\ \� rn „ a = ---- - \\ \\� r v$ Field Access gi 6 L — m m \\ Ei; 30 / of fA ' sg\\` nJm g �� �6 cb:d 3R _ 3`r 3 %S Q _ Y v —. 9 8 � '�` 7+ � �vd + *�".�-�—old_ . _ .—. d"�r� a I + + + + + + + + + + ,� 3 9 Ir + + + + + + + + + + + 4\ yA} Y T + + + + + + + + + + + ,•1 �/ .6: � i� + + + + + I4 + + + + + + , + + + + + ` + + + + + - ly� �•+ + + + + + + + + + + ! 2 - ''xi-, + + + + + + + + + + -1j -1111, n n FSFQ (n Q 3 ^ sXo y Z g 3 �. C `d? 111 3 s ii� uE.. s fp S rfl Z7at 311 g v p c r 0 P.,Z'D 4. Q ti g 1 S 2 !y'. i r. pQ mCg N a !S CI t gIwI i I T _ 1 o N I T $ I.230TH ST 3 S — . . ) - - ... _ . 2: -• ro rn -6. @ rs.) (N) , :, • - . . / i i .•.\ ( ./. , • -.-.- .' D ' . . . . . • • 41r-d%-s.. .c., „......„.." : it • _ . •!. • NI, .1i V. .' p „r---9"---1z. 4e. ,,..," 1(.7) • 4C.-2/ ( 6 -1\ •< 0 a co \--. ? .i• ---,c, • 0 0 •... g .7 ,- 444: • .-,,....,..A' ";77. :.1%.);.' -,0-,•••;,.. , :,- ••,-..-• ..., 1...:::-:1, ' • NA,. 0 $.,_ \ • .''-, . • • .)-'r .11 ai. 0 .,,,,,,,,„,__ 1. r_ii_.%er .\•Et-s...sAl . e'' El 0 L., .• ,..,_ : -_ . . o , •... . 1_,_,/11-.IN_/3 _ _ N N 2 Ca —' Z--al ,........... ,,,, _ :.; • - _ 4$11. • --., .., 2 - g 2 2 E Er a / ----_ „ (../) z rn rn a z• —....- - __ •_ `....,.. _ . . -:,, ' •-•••-... • $ I t it. > 0 '71 1.")• .0' 0 ,.r1..,..,, - ,... \.:, 1, n ig a o cn \....1,.„_..s---;...?"-••••,-...,,_, ', a ''f - . '7 _„,...-----..4,4 C •... sN\ - ------ .\--.. • - • --1-°.-.------,.^•••• ...- ' r; % . Su ./........,,,,,,N. ,14, n o , ,..--,- N\\ k .. - 0 o a. \ 'N \\ -."----,,-.). - -"N'. . s"--• r -'\ ' id. o ta . S i ..__ `-,..., . — \ -• r,. 41-.._,.\- '3 m. a . . • .... a . • ( t_ - . .. '', •4"', n •' \ ,'".....--''...;• E .. ) y,-- - J i I' 1--- 1 :,. \ , ..„...4...---..:.„ :,, '''Sk ks nif.:4.._ I N \-.....--- 1 -'\. \ 1...-,, • ••••016.4114.-- - L. __,.. -.1_ ,,,...,--5i .3 ( I ,1 i - 0- . t rd .. ___. . 1 Air......... 1 jr).."-• I 41...„, \ 1., 7r4,0,4 - > 1- .4& ., .. i - ; -1, rn m I" --\44.- > . ' ,) I' ',I-• '..: . .\ .(i •. ..:1., , ,;::_r: .., „ \,., O . , 1 7' 0 •:,) 7....":":7' \.N.-"` --'\. I "."•• I I _ ^ v. qi)c' 17..,../..ji J4 1......----------------'\ cn z A —•-• 4-... - ! ./ .' -. './ ' . t- '-,;•:'-". , ' • ,.: 7.'fa..:1. - -,' 12, ,r,":4'iikir..-"x-, , d/0 ti 2 5 8 ' / I' • . /- - 3 (1 3--° .•\•-•'••\.-:-.-17- , f.• • . ......—/ • i-, 8 -,. -"-\.1„3„, .'\ ... ' — ' • .- , . . - ,,,,_/.._:,1 ,.. . 441 4 0 - )•,., (2, N.,,,..„....___,iii) .,,, ./ "'• --•• ' lir" i"- - . 3• § , - -.....„.. i c . s _, c-, L\ ------r Z:---;--N.N\ .......,.../ .,.4 "...„........„. ,...-• ...-1'=--- - . -.... .! 8 S- ,,, .4; \).4 ,.1 r -; "I'. ' V • V 2_ 0 t.-r,, ..., . . • ..4-001A:1 "" 11 / 11 ,. - •,.. / iI 1... 4 - , 3 l .3 11 / , I fli .. . 4 ,,, ...,;.- .• ' IIP . 2 a ----'----. ..--. r-. - - - -•• - •• ....-- -_-../7 .../