HomeMy WebLinkAbout038-1223-07-000 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of 3
Division of Safety and Buildings
in accordance with Comm 85,Wis. Adm. Code
County
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.D.
percent slope,scale or dimensions,north arrow,and location and distance to nearest road. 3 --0-7
Please print all information. Reviewed by Date
Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). �
Property Owner Property Location
Zi p� jj/�fy� Govt.Lot /4 S T3 N E(o(W
Property hers Maili ddress ) Lot#� Block# Name M#
J LC I� k J r2/I/u!T / �
City State Zip Code Ph umber ❑City , ❑village Town Nearest Ro
New Construction Use- Residential!Number of bedrooms Code derived design flow rate r, GPD
❑Replacement Public or commercial-Describe: _--___
Parent material Flood Plain elevation if applicable ly,154
plu ft.
General comments
and recommendations: < JUL 3 1 2003
ST, U
�ng# Boring
Pit Ground surface elex� --(( 0` ✓ ft. Depth to limiting factor �-f 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
----- i
3 X11 - Z
Boring# ❑ Boring /}!''�//
Pit Ground surface elev,/_q�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 •Eff42
Z-
i---- .4,04 . 7.
Effluent#1 =BOD >30:5 220 mg/L and TSS>30<150 'Effluent#2=BOD 130 mg/L and TSS<30 mg/L
CST Name(Please Print) re CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1008 192nd Ave, New Richmond, WI 54017 c%j `rte 715-246-4516
I
Page of
Property Owner_
Parcel ID#
FT Boring# ❑ Boring
t l
Pit Ground surface elev. � Depth to limiting factor ` ��in. Soil Application Rate
Horizon Dep th Dominant Color Redox Description Texture Structure
Consistence Boundary Roots GPDM
in. Munsell Qu
.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2
1
0-)2- 16 s s
12_ s m t
F-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 GPDIff
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 -Eff#2
Boring
Boring# Depth to limiting factor in.
F ❑ pit Ground surface elev. ft• P g Soil ication 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
Effluent#1 =BOD5>30 1220 mg/L and TSS>30<150 mg& 'Effluent#2=BOD5<30 mg/L and TSS<30 mg/L
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need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
i
SBD-8330(8.6/00)
Soil Test Plot PtSB Project Name 6-G Corporation rd
Add ress 58 Dunbar Way
Mahtomedi Mn 55115 226900
Lot 7 Subdivision Woodland Hills Date 7/24/03
W 1/2 NE 1/4S 4 T 31 N/1318 W
Township Star Prairie
❑ Boring Q Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of 1/2" Pipe
System Elevation 99.8/98.0 *HRPSame as Benchmark
Alt. BM Top of 1/2" Pipe @ 99.0'
Scale is 1" = 40'
unless otherwise
noted
485' Please Note: Tested area
Property may not be suitable for
Line desired building area.
Check system location Please note: survey was not
before excavating. completed at time of testing,
setbacks from lot lines may
change. Installer must verify
all lot lines and setbacks
before installation.
B-2
200' 90' B-1
104'
30
102'
100'
45' -3
5' * 15% Slope
B.M.
300' Alt
5' .M.
870' Property Line