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wnoonsn,Department f Cornnle{rq\ 13 �� OIL EVALUATION REPORT e Pape_or
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<la&complete site pia or paper not les .., ,00:.z'.1 indtes in size.Plan must c«Mws> ('0'`'
mdude,but not limited tor,vertical and honzonta referenx point(BM)..direction anc Partxi I.D. _ 2rS
Percent slope,suite or dim _ensions north arrow.and location and distance tc nearest road. 03 /d31 -.3 -800
Please print all Information. Reed by Date
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Persons ntOe nebon rote;rovess met be used to seconoarl purposes(Posse),t,w.r 15 04(1)(m)). L (kt AllA( 1 7 111 7-1—
PropMwr'.J I Properly Location/ i (�
' �cV l�.�i r r Lice/ 1 Govt.Lot/j't(/ ';4,/i ';4 SO T 3/ N R/ E ;Vw'
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Property Owners Mailing Address I Lot# Block# Stbd. Name or CSMit
s? Z 1 a,-✓,,/ , �—
dly e State ZpCooe Phcne Number ❑City ❑Village xi Town Nearest RRoad /
y"4 4J Zia_1 l.!ii iS/pi 7 : �57 a V7-6 2 5*7-tc ii z-c, - I �� i�'T
mew Construction Useesidertiat;Number o.bedrooms 3 Code derived design bow rate 9127 GPD
0 Replacement — Public o mmera p -t�Je .v� --_--.--
s Parent material At �`f ""` X��y ' clod Plain elevation tf appirable /V/1¢ —Z L`f x R
i Genera comments arts S (Avid Z if t r` �/q �
and recommandatons: / '
System Type System Elevation T/30
Bori
Boring if l�� � / 7R toG
1
al pit Ground surface elevlr/�v' Depth limiting factor / Ll in.
Sol Applicelion Rate
Horizon Depth Dorninem Color Redox Description Texts. Structure Consistence Boundary! Roots GPO/ff
in. Hansel au.Sz Cont Color Gr.Sz.Sh. 'VW 'Ef#2
I 0 3 /�.3/L 1 5/ es - ( 717
2- ,3a1 /14/ 5/ ,,,6/� , %���7 t>c G �n
q OP 6 2,s7,old , / y,/ 4/4
O Boring ,y/
Pit Ground surface elev. 7Q, t6R. Depth to Yrna g factor / S- in. Sol Application Re
Horizon Depth Dominant Color Redox Descripbon Texhre Structure Consistence Boundary Roots GPDRF
in. Maisel Cu.Sz Cork Color .Sz Sh. 'Eff#1 •Eff#2
a- 7 die 37,c_ --- - .I- , .- /—b
1 7-21 /D��'/"S/ S/ F .K /-1*• 7W ( ` 6 03 0271/5 7}Ili �' / rH4fc / Al.. (e -41 e 7
y /3=7 a 7/ e‘�7�5,,,e S/ - - ,n6- 'tr/r¢ ''/,4 , ( ‘
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•Effluent#1 •BOO.>30 5 220 moot and TSS>30< /.: '�/r •Effluent#2=BOO.<30 mg&and TSS c 30 mot
CST Name(Please Print) !"•nature CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1432 120th St, New Richmond, WI 54017 —7; - 02 / 715-246-4516
Properly Owner Parcel ID N Page of
Boring N ❑ Boring
® Pit Ground surface etev.75, 6 ft Depth to limiting factor 3e m.
Sol Appica0on Rate
Horizon Depth Dominant Color Redox Description Textiae Structure Consistence Boundary Roots GPOItr
lo. Mansell Qu.Sz. Cont Color Gr.Sz Sh. 'ERNt 'Eff#2
0-y ,�/ m� C J� - /()
Z y--Zo/I 5/ 7 J ra . /�
3 �_ 7r, S/ /nt. < 76v /F . 1
CI33-7a9,jei �� '// /'7/ ,
Borne N ❑ Seeing
❑ Pit Ground surface elev. ft. Depth to limiting factor in.
Sol Application Rate
Horizon Depth Dominant Color Redox Description TexYre Structure Consistence Boundary Roots GPOIff
in. Morsel Qu.Sz. Cont.Color Gr.Sz.Sit 'EIf#1 'Eff#2
Borg* ❑ Boring
❑ Pit Ground surface elev. ft. Depth to fining factor in.
Sol Appicatlon Rate
Horizon "lep i Dominant Color Redox Descrip0on. Tex trs Structure Consistence Boundary Roots GPM"
n. Mond Qu.Sz. Cont.Color Gr.Sz Sh. 'Eff#1 'Effk2
•Effluent N1 w BOO,>30<220 mg&L and TSS>30<150 mg& 'Effluent#2=BOO,<30 mg4 and TSS<30 mall_
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Soil Test Plot P -
Project Name Dave Marson aun Bird
Address
592 Morgan Drive
New Richmond Wi 54017 CSTM #226900
Lot --- Subdivision 'ate 7/11/21
NW 1/4 SE 1/4S 8 T 31 N/R18 W Township Star Prairie
❑ Boring Q Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Base of power pole
System Elevation TBD *HRpSame as Benchmark
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Scale = 1 /4" = 10'
Property Line
Squaw Lake
200' \B.M.*
45'
300' 98.5'
B-2 se 90'
97.5' 15'
75'
40' B-3
96.5'
•� 50' -.
B-1
6% Slope
74111 Property Line