HomeMy WebLinkAbout030-2004-91-090 • RECeWED P AI 1) CST-acai -37/
Wisconsin Department Convit 2 9 2021 -OIL EVALUATION REPORT30 , jlf P Lt.
Division of Safety and= dings 55
St. Croi
> 90rioent '11 Comm 85,Wis. Adm. Code County /
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Attach cortnpblo site • n..� : .. ,•• .• inches in size.Plan must
include,but not limited •. 47r. • orizontal reference point(BM),direction and Parcel I.D.rti n 9"r'f�^
percent slope,scale or dimensions,north arrow,and location and distance to nearest road. R Q IJ - 2n�s i�11-OW
Please print all information. ��// by �'^i
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Personal iMorrn.i on you Proude may be used la secondary purpose'(Privacy Law.a.15.04(1)(m)). k�f.w l I J�i L r 1/ "1 7���
Property Owner / �7 Property Location tiLL /�
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Property Owner's Mailing Lot 0 Block 0 $yb¢Name or CSf. pRi
A/3 egi Colo 4-� 4 --(4�G6v ) 3 n 9 '' C `- 717Q h/ � _
City state Zip Code Phone Number 0 City 0 Village Town Nearest Road
fl la APO S2(e)i.--53iV7 ) Sf 3dre#ah,, IG/iyAl4,„,17(l/" C/
/15 Ne Console:don Consaron Use7Residenbal I Number of bedrooms i// �Z Code derived design flow rate `� 0/6 CI 0 GPO
C ❑Replacement emsc.❑ Public or -Describe: .----.--- —_--—
Parent material G :i/u�CCJCP el Flood Plain elevation if applicable N/i4 ft.
General camner5s C r'*•f V_- `/AA rV\la ((• X
and r. vnsndsdoms:
System type( C7 4,j/Pi2 .[,7>1. _ System Elevation_ / )3D
0 ❑ Boring
I Boring 0.Pit Ground surface elev./ C 7 1 eft. Depth to limiting factor //C in.
Soil Appucadon Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPO/fie
in. Munsel au.Sz. Cont.Color Gr.Sz.SP. 'Efr#1 'ER02
1 4—�4'l�f//6 S Os� in A6
4
...
El Boring
2 Boring 0
anti Ground surface elev./17 /` ft. Depth to limiting factor I/O in.
Sod Application Rate,
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPORF
in. Munsel au.Sz. Cont.Color Gr.St Sh. •Eff01 'ER#2
i V -i n JG r31 L ...____----__. 5/ a `� aW • 6 //
.
10-&1 4/ / c-1 SM /- �v ) , /y , 6
Z
3 60-Ilo /� ('� S O Pei / N/.4 Aid • /i ._
•Effluent#1 ■BOO.>30<220 mg1 end TSS>30<150y •Effluent#2 a BOD.<30 mglt.end TSS<30 mQit
CST Name(Please Print) 1ture ] CST Number
Bird Plumbing, Inc. Shaun Bird O 226900
Address Date Evaluation Conducted Telephone Nurnber
1432 120th St, New Richmond, WI 54017 2— r 2 7,Z/ 715-246-4516
7
Property Owner Parcel ID# Page of
L Boring# ❑ Boring
j_pit Ground surface elev./03, /ft. Depth to limiting factor /J ? in. I Sod
ation Rate
I-Iazon l Depth T Dominant Color Redox Desaiption Texture Structure re Consistence Boundary Roots GPO/ff
n. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 Etf#
I o 1/fD i0,./j6 -- 5— o sd to I e_ c , -7 i
Boring# 0 Boring
0 Pit Ground surface elev. ft. Depth to limiting factor In.
Soll Application Rate
Horizon Depth Dominant Color Redox Desaiption Texture Structure Consistence Boundary Roots GPD/ff
in. Munselt Qu.Sz. Cont.Color Gr.Sz.Sh. 'Elf#1 'Eft#2
Boring# ❑ Boring
❑ Pit Ground surface elev. ft. Depth to Writing factor In.
Sol Application Rate
Horizon 'tooth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPDM
m. Munsei Qu.Sz. Cont.Color Gr.Si.Sh. 'ER#1 'Eff#2
'Effluent#1•BOD,>30<220 mgtL and TSS>30<150 mg1L 'Effluent#2=BOO,<_30 mg&and TSS<30 rng/L
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Soil Test Plot Pla
Project Name Oevering Homes Investments n Bird
Address 1433 Cernohous Ave Suite A
New Richmond Wi 54017 STM #226900
Lot 9 Subdivision Chapman Hills Date 9/27/21
SE 1/4 SW 1/43 33 T 30 N/R19 W Township St. Joseph
Boring 0 Well PL Property Line County ST. CROIX
1\ BM or VRP Assume Elevation 100 ft. Top of survey iron
System Elevation TBD •HRpSame as Benchmark
A
Scale = 1 /4" = 10'
Property Line
A
B-2
112'
Property
Line
50'
B.M.
50
20' ►\
B-
10% Slope 45
ilia B-1
►\
10'
107.5'
05.5'
103.5'
176' Property Line
Chapman Hills Ct.