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SOIL EVALUATION REPORT Page of
Wisconsin Department of Commerce
Division of Safety and Buildings
in accordance t1n B a.ltllis ,,.f~dctt , County S+ f
Attach complete site plan on paper not less than 8 112 x 1 inches,in size. Plan must
include, but not limited to: vertical and horizontal referen point BM), direction and Parcel I.D.
percent slope, scale or dimensions, north arrow, and I lion and distance to nearest road
y Date
Please print all inform ion. I~i ri Reviewed b ~tS
Personal information you provide may be used for secondary p e 2riVd6Y A a~~45'J fm)) `5
Property Owner IZONING CWT Locati n
Go . Lot i 1/ . /4 S T N R 101 P(o W
Property Owner's Mailing Address Lot # Block # Name CSKV
130 l U-
Gh' State lip Code Phone Number City ❑ Village Town Nearest Road
I leve, T) r"' /P,.WJQ40e'
ew Construction Use:: ❑,~nResidential / Number of bedrooms Code derived design flow rate GPD
❑ Replacement Z4 Public or commercial - Describe: -7-.
Parent material -021A /r Flood Plain elevation if applicable
General mmmerrts 5'>e
and recommendations:
Boring fc~, J J n
® ~ # o r 7ft. Depth to limiting factor i
Pit Ground surface elev. in. Soil Application 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 `Eff#2
Z s- Gul fQ Ivl , l
Boring # E] Boring /
Pit Ground surface elev. Depth to limiting factor in.
Soil Aciplication Rate
1'5] r ~ff. ! l D
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots .E GPD EH#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
1 3/ K c s 2 .o
1j -thJQ,
16t, C2 60
v s G
2- ZSIf I~
r~
• Effluent #1 = BOD > 30 1220 mg/L and TSS >30:_< 150 mgft. ' Effluent #2 = BOD < 30 mg/L and TSS 30 nVIL
CST Name (Please Print) Si CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Date Evaluation Conducted Telephone Number
Address 715-246-4516
1008 192nd Ave, New Richmond, WI 54017 Z p
Page of
Property Owner _ Parcel ID #
F-n--' Boring 10 yl &Z-) n
r 3 & l
# Boring in.
Depth to limiti
Xpit Ground surface elev.~t 7' aft. n factor Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture structure Consistence Boundary Roots GPDJff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 'Eff#2
S Z D
d v
>ti 4
Rig
F-1 Boring # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil -Application Rate
I
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roofs GPDM
`Eif#1 Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
❑
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 GPDM
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 -EfW
Effluent #1 = BOD; > 30 < 220 nVIL and TSS >30 < 150 mglL ` Effluent #2 = BODS < 30 mglL and TSS 5 30 mglL
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.
SBD4330 (8.6(00)
it
Y ~
a
Soil Test Plot Plan
Projetrt Name Richmar Industries Shaun it
Address P.O. Box 732
Hudson Wi 54016 C~tM"#226900
Lot 12 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 97.2/96.8 *HRPSame as Benchmark
97.5'
Please note: soil test was done to 100.5'
satisfy zoning requirement, system B-2
location may not be suitable for 249'
desired building location. Verify Property
system location before excavating. Line
B-3 100'
50'
7% Slope
Scale is 1" = 40' 40' 25'
unless otherwise B-1
noted
100'
B
Brakke Drive