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Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of 1
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Wis. Adm. Code
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Attach complete site plan on paper not less than 8 rylust
"andParcel
include, but not limited to: vertical and horizontal refpoint (BM), directi in
I.D.
percent slope, scale or dimensions, north arrow, ann and distance to nearest road.
Reviewed by
Date
Please print all information.
Personal information you provide may be used for secontl t ry purposes (Privacy Law, S. 15.04 (1) (m)).
Property Owner '' ``.
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Property Location
o ..Lot 1/ 5o/4 S T N R E (Ow
Property Owners Mailing Address
Lot # ock # Name CSKV
��
' lA
3 ILFC
city State Zip Code Phone Number
❑ Village Town
Nearest Road
Construction Use: ❑ Residential / Number of bedrooms Code derived design flow rate __
__D
?ew
EO] Replacement Public or commercial - Describe: ----- --
---- - - -
Parent material f��, [/� f_ Flood Plain elevation if applicable
General comments / V ["'� 9 �Z/'
and recommendations: — ��� �"'
Q Boling —
in. G'
I ! I � # �f rrnt ind surface elev. ' ' ft. Depth to limiti factor in
Cnil Annliratinn Rafe
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®®®
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Redox Descriptionr
Cont.••
-
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C• •.
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❑ //_
�' •�) T' Boring /�T� ''/1 0
1 _..Z 1 �tng # t�i i--' "A —r-F— Plav ('0 ft. Depth to limiting factor _ In. I Cnil Annliration Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPDKf
'Eff#1
'Eff#2
3
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c t
2 trS�vl
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r
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IF7:=
_, _ onn
an mn,^,
and TSS
< ..10 mall
V
Effluent #1 = BOU > 3U < zlu Mg/c arlu o 00 -.w _ — � W _..._--- _ _
CST Name (Please Print) ature CST Number
nc
Bird Plumbing, Inc. Shaun Bird 226900
Date Evaluation Conducted Telephone Number
Address
715-246-4516
1008 192nd Ave, New Richmond, WI 54017 Z ---- O J—
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Property Owner _
Parcel ID # -r / v� Page of
❑ Boring �
® Boring # in.
pit Ground surface elev. 7� ft. Depth to limiting factor._ Soil Application Rate
GPD/ff
Horizon
Depth
in.
Dominant Color
Munsell
G -?
317-
aV-
q8
4'
V
Redox Description T=,ture Structure Consistence Boundary Roots
Qu, Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
[� % U
F-I
Boring # Lf Boring❑ pit Ground surface elev. _ ft. Depth to limiting factor �n Soil Application Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/ff
'Eff#1
'Eff#2
i
U Boring
Boring # Ground surface elev. ft. Depth to limiting factor in.
El Pit Soil Application Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description.
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/ff
'Eff#1
`Eff#2
' Effluent #1 = BODE > 30 < 220 mgrL and TSS >30 < 150 mg/L ' Effluent #2 = BODS < 30 axA and TSS < 30 mg/L
The Department of Commerce is an equal opportunity service provider and employer, if you need assisiance to access services or
need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777_
Se"330 (R.6=)
• Soil Test Plot Plan
Project Name Richmar Industries Shaun B�
.
Address P.O. Box 732
Hudson Wi 54016 CS #2�
Lot 20 SubdivisionHudson Business Center Date 5/ /05
N 1/2 S W 1/4S 27 T 29 N/R19 W Township Hudson
Boring Q Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of Survey Iron/Nail
System Elevation 94.6/94.3 *HRpSameasBenchmark
619' Property Line
Please note: soil test was done to
AL satisfy zoning requirement, system
location may not be suitable for
desired building location. Verify
system location before excavating. 133' Property Line
-3 50'
0'
10(1 1�"
Scale is 1" = 40' B-r°'
unless otherwise
noted 94
3% Slope
B-2 99.5'
97.5'
199' Property Line
A