HomeMy WebLinkAbout026-1288-01-000
RECEIVED
TA4
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JAN 0 3 2.005
Wisconsin Department of Commerce SOIL E ALUATION REPO Page of 3
Division of Safety and Buildings ST. CROIX COUN f
in a ~M mm 85 Wis. Adm. Code County~"~
Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I. Zlp ~
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. -
Date
Please print all information.
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Re' 7TU41~ t
Property Owner Property Location
^ Govt. Lot " 1/4, 1 /4 S-";;i. Qro N R E ( )
Property Owners Ma' . Address Lot # Block At Subd. Name or CSM#
VIK 5 - e
City tate , Zip Code Phone Number ❑ City ❑ Village Town Nearest Road
New Construction us Residential / Number of bedrooms Code derived design flow rate GPD
❑ Replacement Public or commercial - Describe:
Parent material Flood Plain elevation if a le ft
General comments /
and recommendations: C) l 10
Boring # Boring
Pit Ground surface elev. J/ft. Depth to limiting facto in Soil li e
m
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
e-lz- /0"" 31L AV
Z Z'Z SI- In
Boring All Flooring
Z1 it Ground surface elev. Depth to limiting factor i^ Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
G /
Z c~ Lr/
/ Zv S
3 Zo-3 .3
AIM
-07,J
Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 1 E ent #2 = BOD < 30 mg/L and TSS < 30 mg/L
ignature CST Number
CST Name (Please Print) 226900
Bird Plumbing, Inc. Shaun Bird Telephone Number
Address Date Evaluation Conducted
715-246-4516
1008 192nd Ave, New Richmond, WI 54017
i
Property Owner _ Parcel ID # Page 2 of
Boring # Boring
F-31 - & it Ground surface elev. l v ~,ft. Depth to limiting factor in. 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
3 J s rns 172 qt,/ 14
S 1/
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 •Eft'#2
F-1 Boring # ❑ ❑ Pit Boring
Ground surface elev. R. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Col Redox Description- Texture Structure Consistence. Boundary Roots GPD/fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2
Effluent #1 = BOD, > 30 1220 mglL and TSS >30 1150 mg/L ' Effluent #2 = BODS : 30 mgA- and TSS 30 mWL
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.
sea4330 (a.aao)
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 Q Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of 1/2" pipe
System Elevation 104.0 *H R pSame as Benchmark
Alternate Benchmark Top of survey iron C 99.7'
100' 529' Property
Alt. B.M. 200'
B.M. o' Scale is 1" = 40'
unless otherwise
80' noted
5% Slope -2
0'
B-1
103'
-3
104'
i
I
I
494' Property Line
\ _ N00'16'12"E 988.28'
4r"8,* . - 10(,5 4
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/ 406.28
X900
~ ~ r- -Drainage p- 1 0194n - I\
Easement
00
I J I
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LOT 1
CERTIFIED SURVEY MAf
~D LANDS
IN,
\ I VOL UME 9 PA GE 2452
\ 389'55'08"E - \ 1309.58'
\ 171' 171' \ 167' - \98 0=529'
\ \ ) \ 1 /Drainage i
_ jp Qp Easemen t-
1 9
N Co 96\ 994 `
\ ` \ \ 129,201 sq_ f i
2.97 acres
`\89,821 sq. ft. 89,821 sq. ft. '88,955 sq. ft.
2.06 acres \ 2.06 acres -,2.04 acres
ac------ ~ .Y - - - \
INI
\ \ t ( 104,(
-187'--- \ o ' : j I
R 1 \ Io Wf
76014TH A V\ J
85' 185'` 1~-
-1185
I \ \\I ` - \\C4rS89'52'26'
INI
00
\ N-
10
8 19
sq. ft. V 77,330 sq. ft. 't X7,330 sq. ft. 90,649 sq. ft.
n no