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Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of
Division of Safety and Buildings
in accordance with Comm.B 2y'1Gs e
County • 1. T f
Attach complete site plan on paper not less than rarypu~ iytc stZe~ Plan must
include, but not limited to: vertical and horizontal point (BM), direction and Parcel I.D. G - ~l v
percent slope, scale or dimensions, north arrow, on and distance to neares road. C < U '
y Z005 Re . wed by Date
Please print all in~~ as
Personal irdorrnation you provide may be used for seco~fdj A11~ 04 if rn))•
Property Own er ZONING OFFI operty cation
Imo/ I G t 1/ /4 S T N R E( w
Property Owner's Mailing Address of # Block # Name CSM#
P. State Zip Code Phone Number ❑ Village Town Nearest Road
4LA&D C I k4&
ew Construction Use: ❑ Residential / Number of bedrooms Code derived design flow rate GPD
r
❑ Replacement Public or commercial - Describe: - -
Parent material Flood Plain elevation if applicable ft.
General corriments
and recommendations: ® Boring # Q Boring' /
Pit Ground surface elev. O ft. Depth to limiting factor 1~ u in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDO
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 `Eff##2
1 L7
n
Boring # Boring
► . Depth to limiting factor Soil App lication Rate
a Pit Ground surface elev. -/ft
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots .E GPD Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
10
ff
El I
< *;Effluent OD < 30 mg/L and TSS < 30 mg/L
Effluent #1 BOP > 30 220 mgll. and T>30 _ 150 mgA..
= < SS
CST Name (Please Print) Signa CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Date Evaluation Conducted Telephone Number
Address
1008 192nd Ave, New Richmond, WI 54017 Z - 715-246-4516
Parcel 10 # Page of
Property Owner -
Boring # E] goring
Soil lication Rate
pit Ground surface elev. IX -J4. Depth to limiting factor in
IS]
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#l 'Eff#2
X32 /.D
~l o r'~ 6 ,r►-► 1 ti s~ , 5 , o
❑ 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 GPDIff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2
Boring
Boring # Ground surface elev. ft. Depth to limiting factor in.
❑ Pit Soil ication Rate .
Horizon Depth Dominant Color Redox Description- Texture Structure Consistence . Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Etf#2
• Effluent #1 = BOD. > 30:E 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BODE < 30 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 608-264-8777.
sBD4730 (rc.6(oo)
y Soil Test Plot Plan
Project Name Richmar Industries Sh ird
Address P.O. Box 732
Hudson Wi 54016 STM 4226900
Lot 11 SubdivisionHudson Business Center Date 5/25/05
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 95.6/95.3 *HRpSameasBenchmark
245' Property -PAO
Please note: soil test was done to
satisfy zoning requirement, system
location may not be suitable for
desired building location. Verify
system location before excavating.
100'
Scale is 1" = 40' B-1 30' * M.
unless otherwise
noted
7°Io Slope
0'
B-3
40'
30
B-2
269, Property Line
98.5
100.5'
I