HomeMy WebLinkAbout020-1466-16-000 (2)
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Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of
Division of Safety and Buildings m
in accordance wii Comm 85, WiS Adm. Code
1 County I
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 loca on and distance to neare,~4foad.
' Revie ed by Date
Please print all informal n. ST CROvyIX,
Personal information you provide may be used for secondary pu as (Priyiq 4l~ ) (m)). 10 r05
Property Owner LIIJJr~VV ~Vla
`t it Govt. Lot 1/ 0 14 T N R E (o w
Property Owner's Mailing Address of I Block # Name CSM#
Gh' State Zip Code Phone Number dY ❑ Village Town Nearest Road
aw Construction Use: ❑ Residential / Number of bedrooms Code derived design flow rate GPD
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❑ Replacement Public or commercial - Describe:- - ----J - -
Parent materialytc-'~Flood Plain elevation if applicable ft.
General comments
and recommendations: S S V g I g q
41 "c--l
LS
Boring
Depth to limiting factor Soil ication Rate
® ~ pit Ground surface elev. ~3_ ft• in.
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots •E GPD -
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
n/I S/ 0
it
❑ ng # Boring
Pit Ground surface elev. 6D ft. Depth to limiting factor Soil Application Rate
a
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots •E GPD/FPEtf#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
y S o 1 a, S i. a
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• Effluent #1 = BOD > 30 1220 mg/L and TSS >30 < 150 nx;1l • Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Si CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1008 192nd Ave, New Richmond, WI 54017 -5- Z 715-246-4516
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of
Page
Property Owner _ Parcel !D #
❑ Boring Boring a
# XPit Ground surface elev, 0' Depth to limiting factor L l in. Soil ication Rate
Horimn Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDNf
in. Munsell Qu. Sz. Cont. Color Car. Sz. Sh. "Eff#1 "Eff#2
D
❑ 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 GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 '042
E] Boring El 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 "E GPD/fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
Effluent #1 = BODE > 30 < 220 mg/L and TSS >30:< 150 mg/L ' Effluent #2 = BODS < 30 mg/L 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.
SBD-8130 (R.6/00)
Soil Test Plot Plan
Project Name Richmar Industries Shau
Address P.O. Box 732
Hudson Wi 54016 CSIXI #226900
Lot 16 SubdivisionHudson Business Center Date 5/25/05
N 1/2 S W 1/4S 27 T 29 N/R19 W Township Hudson
F-I Boring Q Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of Survey Iron/Nail
System Elevation 99.6/99.3 *HRpSame as Benchmark
B.M. 30' 224' property line
Scale is 1" = 40'
0 5% Slope 101.5 unless otherwise
B-3 noted
103.5'
100' B-2
0'
Please note: soil test was done to
satisfy zoning requirement, system
5 ° location may not be suitable for
desired building location. Verify
120'
B-1 system location before excavating.
37' property line