HomeMy WebLinkAbout038-1223-02-000 (3) w 4A awe �IAL" °_:!Q u j-j" lwAv�
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of
Division of Safety and Buildings
in accordance with Comm 85,Wis. Adm. Code
County
Attach complete site plan on paper not less than 8 112 x 11 inches in size.Plan must b
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.
Please print all information. R 'awed by Date
Personal information you provide may be used for secondary purposes(Privacy Law,s.75.04(7)(m)).
Property Owner 7 Property Location
1111 a C Z 4,0P i p� ,r,,,�,� Govt.Lot 4AIrl l4 S T„� N
Property Owner's Maili ddress Lot# Block# I'Subd. Nam M# N A.
City State Zip Code Ph umber ❑City ❑Village ;Town Nearest RoOd
1
New Construction Use- Residential/Number of bedrooms Code derived design flow rate GPD
❑Replacement Public or commercial-Describe: __._--_. __ -_ %C I V E D
Parent material -� � Flood Plain elevation if applicable ref
General comments
and recommendations: �/clo,�1. �? ,/� j 7� O�0-3' !��. JUL 3 1 2003
ST CR01 C NTY
Boring# Boring _ ,n
pit Ground surface elev. f ft. Depth to limiting factor--� in. Soil Application Rate
J114- 1 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
p! 31z
s s D
at lo�.o
® Boring# ❑ Boring /, /�
[ pit Ground surface elev. 6 ` ft. Depth to limiting factor in 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
' S '
L ° S '
S6 0
Effluent#1 =BOD >:30<220 mg/L and TSS>30<150 'Effluent#2=BOD <_30 mg/-and TSS<30 mg/L
CST Number
CST Name(Please Print) Sign
e
Bird Plumbing, Inc. Shaun Bird 226900
Address
Date Evaluation Conducted Telephone Number
1008 192nd Ave, New Richmond, WI 54017 �j --�--2 --< 715-246-4516
Z
Property Owner_ Parcel ID# Page of
❑ Boring# ❑ Boring y�
Pit Ground surface elev. VI 2� ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDKf
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. -Eff#1 -Eff#2
O i 1z 5
acm Fs s
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 -Eff#2
El Boring
F-1 Boring# Ground surface elev. ft. Depth to limiting factor in.
El pit Soil ication Rate
Horizon Depth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPDAf
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/L `Effluent#2=BOD,<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.
SOD-8330(8.6(00)
' Soil Test Plot Plan
Projedt Name 6-G Corporation Sha it
Address 58 Dunbar Way
Mahtomedi Mn 55115 C O M #226900
Lot 2 Subdivision Woodland Hills Date 7/24/03
W 1/2 NE 1/4S 4 T 31 N/1318 W Township Star Prairie
❑ Boring 0 Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of 1/2" Pipe
System Elevation 104.0/103.0 *HRPSame as Benchmark
Alt. BM Top of 1/2" Pipe @ 100.0'
Pro Town Road
10 106' B-1
4'
102'
45'
Scale is 1" = 40' Slope 10, 33'
unless otherwise B-3 50
noted B-2
.M.g 108'
10
Please Note: Tested area
may not be suitable for
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 fig'
before installation.
�ko