HomeMy WebLinkAbout038-1052-40-025 R s; PA '
Wisconsin Department of commerce SOIL EVALUATION REPORT Page of
Division of safety and Buildings
in accordance with Comm 85,Wis. Adm. Code
Attach complete site plan on paper not less than 81/(2 x 11 inches in size.Plan must
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include,but not limited to:vertical and horizontal reference point(BM),direction and Parcel I.D.
percent slope,scale or dimensions,north arrow,and location and distance to nearest road.
Please print all lnfbr►nation. Rev(ewe Date
personal information you prom may be used for secondary purposes 5.0 (1)(m)).t 4
Party Owner RE roperty Location
C vt.Lot,.rZ.,-� 1/4S(, /4 S --T N R E( w
Property Mailing Address M Ay of Block# S 17 or CS� nyn1 -0
State Zip Code a Num4g( �,�u �N\N ityJJ ❑Village Town Nearest City s i ,✓7'��0' r '� Z
�.
Construction Usej@JResidentiai/Number of bedrooms J`n Code derived design flow rate yT 6 C3 GPD
❑Replacement ❑ Public or commercial-Describe: --- -- - "— -
Parent material O L L�f i�
/�./ Flood Plain elevation if applicable A ft.
General comments
and recommendations: A 1
System Type ee27 U � System Elevation
Baft Boring
[Z]
# Pit Ground surface elev,/_��R. Depth to limiting factor �a F� in. � Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM(`
�. Mtmsep Qu.Sz. Cont.Color �
Gr.Sz.Sh. 'Eff#1 'Eff#2
015-- Uv- z ^---' LrI
2, v -S� G
2 -1 0"
aBorkv# p Boring /
Pit Ground surface elevl��R Depth to limiting factor �. �1 Application Rate
Texture Structure Consistence Boundary ;R,:oots GPDIft;
Horizon Depth Dominant Color Redox Description •Eff#1 'Eff#2
in. /M�unsell Qu.Sz. Cont.Color Gr.Sz.Sh. � 6 l L7
•
Effluent fl1 =BOD >30<_220 mglL and TSS>30<_1 'Eftiuent#2=SOD <_30 mg/L and TSS<_30 m9/L
CST Number
CST►darns.(Please Print) 226900
Bird Plumbing, Inc. Shaun Bird Telephone Number
Address Date Evaluation Conducted P
715-246-4516
1008 192nd Ave, New Richmond, WI 54 j—4!�-' —'0
Property Owner^ Parcel ID# Page of
® Boring# E] Boring
�Pit Ground surface elev. ft. Depth to limiting factor in.
Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDfff
in. Munsell Qu.Sz. Cont.Cola Gr.Sz.Sh. 'Eff#1 'Eff#2
p-i z )01?, Iz s c° 0 l
Boring# Boring
°
❑
❑ Pit Ground surface elev. ft. Depth to limiting factor in.. Application Rate
Horizon Depth Dominant Color Redox Description Texture Stnxxure Consistence Boundary Roots GPD/fP
in. Munsell Qu.Sz. Cont Color Gr.Sz.Sh. '01#1 •Eff#2
F-1 ins# ° Boring
❑ Pit ^d surface elev. ft. Depth to limiting factor in.
Sod Application Rate
Hodson -epth Dominant Color Redox Description. Texture Structure Consistence Roots GPD/fl?
in. Munsell Qu.Sz Cant Color Gr.Sz.Sh. 'Eff#1 'Eff#2
•
Effluent#1=BOD,>30 1220 nVIL and TSS>30 1150 mg/L 'Effluent#2=SOD$130 mg&and TSS<30 mg/L
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate format,please contact the department at 608-266-3151 or TTY 608-2648777.
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Soil Test Plot Pla
Project Name Beverly and Leon Orr Sh f rd
Address P.O. Box 230
Farmington Mn 55024
C. #226900
Lot 1 Subdivision -------- Date 5/6/09
S W 1/4 S W 1/4S 12 T 31 N/R18 W Township StarPrairie
Boring Q Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. top of 1" pipe
System Elevation 100.6/99.0 *HRpSame as Benchmark
Scale is 1" = 40'
unless otherwise AL
noted 312' Property Line
Area of poor soils, ake sure system is installe ups ope
1 % lope 35' 35' 0' *B.M.
10' B-2 B-1
101' 45'
105'
B-3 150'
109'
220th Ave 120'
RECEIVED f 11llil I!f lf'a' Illli Ilili Illl Ililll II[I lill
��, � 907880
JAN 2 BETH PABST
REGISTER OF DEEDS
CROIX COUNTY ST. CROIX Co., WI
RECEIVED FOR RECORD
a� g �/EYOR'S RECORD i We 12/01/2009 01:00PM
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