HomeMy WebLinkAbout030-1096-20-200 C,S7- 2v20 - 0 1
1�I- nsin Department of 3�f9 and Professional Services Page'of
Division of Industry Services
APR 28 2020 SOIL EVALUATION REPORT
In accordance with SPS 385,Wis. Adm. Code County S I 0 I X
A ch an �� da° ar��on p, not less than 8 1/2 x 11 inches in size.Plan must include. I C lJ
tal reference point(BM),direction and percent slope, Pared 1. 3O I O 20_ 0
scale or dimensions,north arrow,and location and distance to nearest road. ZO
Please print all Information. Revie by / /z. Date
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Personal Information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). yl 1! , / I 6//!( Z-/Z"Z
Property Owner, Property Location 0
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J eC4()e_ +I� +5 Govt.Lot 3(f.J'/. S l,/J'/. S T,30 N R ' E (or) W
Property Owner's 1M g AddrgK TN A1 'c. �E Lot#� Block# Subd.Name,M or 36- / p35
Ci vv�` CS3ttaatte Zip Cody a Phone Number ❑City 0 Village ®Townl ` Neare4 Road
/C.00P 4
jf ee: IMNI5ro25 1 ( ) I IS. To.1 P G
N I NDS-i'
jg New Construction Use:❑Residential/Numberof bedrooms 3 Code derived design flow ratecd GPD
0 Replacement 0 Public 55 ne d rcial-Describe: _ �(
Parent material I� / Flood Plan elevation if applicable ft. /\
General comments and recommendations:
ElBoring
/ Boring#
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®Pit Ground surface elev./01,6p ft. Depth to limiting facto2// in.
Soil Application Rate
Horizon 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
I 6 -9 fo /R3/3 51 ,2&s12k M! CS 2M . & /, 0
,3 a3-9I /o y,25Vw — S O ms5 P41 - e ? /•
r , Boring# 0 Boring r*. illPit Ground surface elev9y I/
,ft. Depth to limiting factor in.
Soil Application Rate
Horizon 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
l (-/a /O,/ZIJ7 -, s/ 2ncM PI / G S 2n^ '6 0
/o-aY / aye 1 si c' 2r-she _ y11 A, c S — c, I • b
,7y-' toy a 514 — s p - r'11 -- 7 /.6
Effluent#1 =BOD,>30 5 220 mg/L and TSS>30 5 1 mg/L •Effluent#2=BOD,>30 5 220 mg/L and TSS>30 5 150 mg/L
CST Name(Pleas Print) Sig CST Number
GA a/ Spcedc.l /- a�3 vg
Address Date Evalu n Con Telephone Number
/,2S>r; a/;cA b<C&O/4 u/•.+ / U 7/S - of Lf a`S/ yd
SBD-8330(R04/15)
Boring# a lc 1 t A...s r R 2- a 1. 2-._.
Bonri�" �+.,u.` qqLL 5
Pit Ground s'ur�d!!e ele�ly ft. Depth to limiting faG in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft'
In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. •ER#1 •Eff#2
/ 0-4 /01re 3/3 . — f/ 2MsI,r n; ( C ?rn -6 /U
2 -2 ' ivy 2 2 .1 - C / ?.p_6 K ill C' (s , y ob .
3 '1-y5 t cvfi S N - _ Dyn.Cs fn/ — , 7 I, G.
❑Boring
Boring#
❑Pit Ground surface elev._ft. Depth to limiting factor_in.
Soli Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft'
In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. •Eff#1 'Eff#2
❑Boring
Boring#
❑Pit Ground surface elev. ft. Depth to limiting factor_in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft'
In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. 'Eff#1 •Eff#2
•Effluent#1 =BOD,>30 s 220 mg/L and TSS>30 5 150 mg/L •Effluent#2=BOD,>30 5 220 mg/L and TSS>30 s 150 mg/L
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