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Wisconsin Department of Commerce _ SOILY..AL.UATIQN REPORT Page of
Division of Safety and Buildings Ee_l I
in acco ante with Cohan 85, VWs 'Adm. ode County 5„~ • C d, 1
Attach complete site plan on paper not less than 1/2 x 11 inches in size. Plan mu t
include, but not limited to: vertical and horizontal ant t}i[ Qn an Parcel I.D.
percent slope, scale or dimensions, north arrow, nd lM0` an9dittatTV6 neare t road. C V l~ C
Please print all in ormg07OCnsi.;!R0lXC0UffrrNTY Review by Date
personal information you provide may be used for seco dary pu4QpOWQ Laws. 11mw ) (m))
Property Owner Property Location
`I~/~ G Lot 1/ K!'/4 S T N R E (o W
Property Owner's Mailing Address Lot # Block # Name CSM#
P city State Zip Code Phone Number rty C1 Village Town Nearest Road
o a`
r IF
soS
ew construction Uses: ❑~rResidential / Number of bedrooms Code derived design flow rate GPD
❑ Replacement ZSl Public or commercial - Describe: ~ - -
Parent material ~~.11 ~r Flood Plain elevation if applicable ft
General mcomirents
m n enddata ations:
and recomm 5~,~ V c~,:• ~ ~ Y t 3 / T, -2-
F I
ng # Boring
~L
Pit Ground surface elev. ft. Depth to limiting factor in.
A I Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots `Ef GPD Eff#2
in. Munseh Qu. Sz. Cont. Color Gr. Sz. Sh.
0'l
O
-71 -17
Boring # ❑ Boring
f - tion Rate
® pit Ground surface elev. ft. Depth to limiting factor in.
Horizon Depth Dominant Color Redox Description Texture SEre Consistence BounNg /fP
in. Munsell Qu. Sz. Cont. Color Gr•Eff#2
0-Z? art rr -/-0
z /0 K- s 05 1
k
• Effluent #1 = BOD > 30 < 220 mg/L and TSS >30:_< 150 ` Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Sig re CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1008 192nd Ave, New Richmond, WI 54017 - 715-246-4516
l
Parcel ID # Page of
Property Owner _
Boring # ❑ Boring 9 ✓
a 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. Munseil Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
0-30
Z D-s o 2rh is
lZ ~l ► rYl /
Boring # ❑ Boring
F-1 ❑ pit Ground surface elev. ft. Depth to limiting factor it Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots •E GPD1ffEff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
D Boring # Boring
Ground surface elev. ft. Depth to limiting factor in.
❑ Pit Soil Application Rate
Horizon Depth Dominant Color Redox Description. Texture Structure Consistence. Boundary Roots GPDM
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
• Effluent #1 = BOD5 > 30 < 220 mglL and TSS >30 < 150 mQ_& ' Effluent #2 = BODS < 30 mglL and TSS < 30 rrt91L
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 (8.600)
Soil Test Plot Pla
Project Name Richmar Industries S n ird
Address P.O. Box 732
Hudson Wi 54016 STM #226900
Lot 13 SubdivisionHudson Business Center Date 5/25/05
N 1/2 S W 1/4S 27 T 29 N/R19 W Township Hudson
R Boring 0 Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of Survey Iron/Nail
System Elevation 94.3/94.2 *HRPSame as Benchmark
225' Property B.M.
--Pin
Please note: soil test was done to B-1 20'
satisfy zoning requirement, system 40' 20'
location may not be suitable for
N desired building location. Verify
system location before excavating.
50'
1% Slope
B-3
100'
Scale is 1" = 40'
unless otherwise
noted B-2
315'
Property
Line