HomeMy WebLinkAbout026-1288-01-000 (2)
• r RECEIVED DECEIVED n
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JAN 0 3 2005 ILI
Wisconsin Department of Commerce SOIL E ALUATION REPO Page of 3
Division of Safety and Buildings ST,CROIX000NT`
in a oq~1>mm 85 Wis. Adm. Code County_ 1~"/
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I. Z(p ~
percent slope, scale or dimensions, north arrow, and location and distance to nearest road.
Please print all information. Re Date
Personal inforrnation you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
Property Owner Property Location Z2
Govt. Lot /1/,25- 1/4 $a4Uv N R E ( )
Property Owners Ma• • Address Lot # Block # Subd. Name or CSM#
City tate , Zip Code Phone Number ❑ City ❑ village 19-Town Nearest Road
New Construction Us Residential / Number of bedrooms Code derived design flow rate L17 GPD
❑ Replacement Public or commercial - Describe:
Parent material Flood Plain elevation if a a le ft
General comments
and recommendations: 1j,7 41'
s~
Boring
Boring # J~,,~~
Pit Ground surface elev. ~ft. Depth to limiting fin. U*Eff#l e
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots D/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#2
.3 7/r
Z Boring # Boring
it Ground surface elev.I /Z?.?, 7ft. 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 'Eff#2
b
2- / Zv S r•J
• Effluent #1 = BOO 30 220 ntglL and TSS >30 < 1 jOuent #2 = BOD < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) ignature CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1008 192nd Ave, New Richmond, WI 54017 Z2_ 715-246-4516
t
ti
Page 2 of
Parcel ID #
property owner
Boring 7, fJ
^ Boring # _LO- sift!- Depth to limiting factor in. Soil lication Rate
a Dit Ground surface elev. GPDIf~
Texture Structure Consistence Boundary Roots
Horizon Depth Dominant Color Redox Description
Gr. Sz. Sh. •Eff#1 'Eff#2
in. Munsell Qu. Sz. Cont. Color n'
0-12
2.
l Z z ms
Boring # ❑ Boring ft. Depth to limiting factor in. Soil lication Rate
❑ Pit Ground surface elev. GPD/ff
Texture Structure Consistence Boundary Roots
Horizon Depth Dominant Color Redox Description 'Eff#1 'Eff#2
Gr. Sz. Sh.
in. Munsell Qu. Sz. CpM. Color
Boring # Boring Ground surface elev. ft Depth to limiting factor in. Soil ication Rate
El .
❑ Pit GPD/ff
Redox Description- Texture Structure Consistence Boundary Roots .Eff#1 'Etf#2
Horizon Depth Dominant Color Gr. Sz. Sh.
in. Munsell Qu. Sz. Cont. Color
• S 30 mglL and TSS 30 m91L
Effluent #2 = BOD
Effluent #1 = BOD5 > 30 < 220 m yL and TSS >30 150 mg1L
The Department of Commerce is an equal opportuty service proe ider ande employer. if 3151 ed aTT1' ance to access services or or 608-264-8777.
need material in an alternate format, please SOD4330 (8.6(00)
Soil Test Plot Plan
Project Name Bryan Schaefer Shau it
Address 1336 140th St.
New Richmond Wi 54017 C #226900
Lot 1 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 104.0 *HRpSameasBenchmark
Alternate Benchmark Top of survey iron @ 99.7' 100' 529' Property
Alt. B.M. 200'
B.M. Scale is 1" = 40'
o'
unless otherwise
80' noted
5% Slope -2
0'
B-1
103'
&-3
104'
494' Property Line
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LOT 7
~D LANDS \ I CER TY-IED SUR Vf Y MA
I VOL U!%1E 9 PA CE 2452
S89'S5'08"E
\ 1309.58'
171 \ 171' \ 167' _
\ ~ \ \ 988` ~ / ~ pp=529
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rainage
~o Oho l1 \`919 90 p Easement--
N x`96 994 - `.3~
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129,201 sq. f
\ \ \ - 2.97 acres:-,-t
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30
`\89,821 sq. ft. 89,821 sq. ft. '88,955 sq. ft. ` I I
\ 2.06 acres ~ - - -
\ \ \ 2.06 acres ~ 2.04 acres
104,(
12.1
-185' 185' - -187' '
760'1 X747HA H9W.,E R Z 1 Ia ~I
I \ \\I - \ 589'5226'
a0
\ \ CV--
IN,
~7 8 10
sq. ft. 77,330 sq. ft. a; 77,330 sq. ft. 90,649 sq. ft.