HomeMy WebLinkAbout026-1288-06-000 (2)
Wisconsin Department of Commerce TI 1~!4W Page of 3
Division of Safety and Buildings
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Attach complete site plan on paper not less mus
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include, but not limited to: vertical and horizontal 1-il It (ell D. _
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. e
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Please print all information.
Personal inf ormation you provide may be used for secondary purposes (Privacy Law. s. 15.04 (1) (m)).
Property Owner Property Location
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Govt. Lot 1 /4 r 1 /4 S T N R E( )
Property Owner's Ma"Address Lot ~ Block # Subd• Name or CSM# e
1/0_ ~
city tate , tip Code Phone Number [:3 City ❑ Village Town Nearest Road
ten", 14- ~~ol ( )
GPD
New Construction Us Residential / Number of bedrooms Code derived design flow rate L~ -
❑ Replacement 4 Public or commercial - Describe: ft
Flood Plain elevation if applicable
Parent material _
General comments
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and recommendations:
Boring # Boring
Pit Ground surface elev. ft. Depth to limiting factor 01 in. Soil ication Rate
m
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ff
Eff#1 'Eff#2
in. Munsell~/ Qu. Sz. Cont. Color Gr. Sz. Sh. •
0' l47 pp • e
P"15-
Boring # Boring J/~~,
it Ground surface ele . 1 ft. Depth to limiting factor in. R*Eft#1 Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roofs D/fff
'Eff#2
in . Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. /
O-I )
6_
- -
'Effluent #2 = BOD : 30 rrrgR. and TSS < 30 mglL
Effluent #1 = BOD > 30 < 220 mg/L and TSS >30:S 1
CST Number
CST Name (use Print) ignature 226900
Bird Plumbing, Inc. Shaun Bird Date Evaluation Conducted Telephone Number
Address 715-246-4516 14-11 1008 192nd Ave, New Richmond, WI 54017
Property Owner Parcel ID # Page of
`
F Boring # 11, Boring 01 .
/ it Ground surface elev. ft. Depth to limiting factor _Ss~ 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 '042
D_1
z /z-3 ~s -
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3 7
Boring # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in. 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 •Eff#2
Ong # Boring
in-
Ground surface elev. ft. Depth to limiting factor
Cl Pit Soil Awpplication Rate
Horizon Depth Dominant Color Redox Description. Texture Structure Consistence BoundaryRoots GPDO
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2
• Effluent #1 = BOD; > 30 1220 mglL and TSS >30 < 150 mglL ' Effluent #2 = BODS 130 mgA. and TSS 130 mglL
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SOD-9330 (8.6/00)
a
Soil Test Plot PlaAY
Project Name Bryan Schaefer I B' d
Address 1336 140th St.
New Richmond Wi 54017 STM #226900
Lot 8 Subdivision Stone Run Estates Date 12/1/04
NE 1/4 SE 1/4S 25 T 30 N/R18 W Township Richmond
Boring 0 Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of 1/2" pipe
System Elevation 99.2 -HRpSameas Benchmark
Alternate Benchmark Top of survey iron @ 99.7'
Scale is 1" = 40'
unless otherwise
noted
418'
Property
Line
99'
B-2
20'
97'
5'
B-3
20'
8% Slope 65' -1
Alt. B.M.
B.M.
185' Property Line 50'
III _ / 'UNPLA
' UNPLA TTED LANDS
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