HomeMy WebLinkAbout038-1223-11-000 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. � 7�
percent slope,scale or dimensions,north arrow,and location and distance to nearest road. 19Q
Please print all information. Reviewed by Date/l��
Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). /�(,�
Property Owner - '/ y- Property Location j
6 Z2 C f c�/Vl/i/) Govt.Lot /4 S T3 N E(o)W
Property Owner's Maili ddress Lot# Block# Stlbd. Name M# r / 0
C J
/ 'Y ce/l, vJC2/1/ /r
city State Zip Code Ph umber ❑City ❑Village Wown Nearest Ro
AIF
New Construction Use- Residential/Number of bedrooms Code derived design flow rate - ' GPD
❑Replacement Public or commercial-Describe: cf c'r�++cC --
Parent material FIQOp�I�Ii1EWE,01appli ble /'fir �` ---- ft.
General
and
/ A66 � 003
do ST.CROIX COUNTY � j✓ Z� 1!�
71 C Boring
Boring#
Pit Ground surface ele . _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
O' 3f ti„ J
2 3 S/ 1
Boring# Boring
Lo j
Pit Ground surface el�v. / ft• Depth to limiting factor in. Soil lication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fg
in. I Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2
. S
� S
ool
Ac
A//
Effluent#1 =B00 >30 1220 mg1L and TSS>30<150 'Effluent#2=BOD <30 mg/L and TSS<30 mg(L
CST Name(Please Print) CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1008 192nd Ave, New Richmond, WI 54017 �,j ;r,-,7 _', 715-246-4516
• � 1
Property Owner ID# Page of
Boring# ABoring 9(�
pit Ground surface ele . � J�J�ft. Depth to limiting factor�_in.
Soil lication Rate
Horizon Depth Dominant Color Redox Description W re Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2
2 S
a 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
Boring# ❑ Boring
❑ Pit Ground surface eiev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPDtff
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2
Effluent#1 =BOD->30<220 mg/L and TSS>30<150 mg/L 'Effluent#2=BOD,130 mg&and TSS<30 mg/L
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SBD-8330(R.6 W)
' - Soil Test Plot Pla'
Project Name 6-G Corporation Sh ird
Address 58 Dunbar Way
Mahtomedi Mn 55115 TM #226900
Lot 11 Subdivision Woodland Hills Dat 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 99.3' *HRPSame as Benchmark
Alt. BM Top of 1/2" Pipe @ 99.1'
Scale is 1" = 40'
unless otherwise
noted
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
before installation.
722'
Property
Line
8.5' B-1
98'
0'
2% Slope
25
B-
0'
10' B-2
B.M. 70' S 405' Property Line