HomeMy WebLinkAbout038-1223-06-000 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page t of
Division of Safety and Buildings
in accordance with Comm 85,Wis. Adm. Code
County !x
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
Please print all information. Re ewed l//rte Date
Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). ^ /C N 7 Z Q
Property Owner _ Property Location
C,-;7 i /�� Govt.Lot 14 S T3 N E(o)W
Property Owners MailingAddress 1 1 ' Lot Block# Subd. Name M#
tc/1. E?r2i1/ C
City AState Zip Code Ph umber ❑City , ❑village Town Nearest
New Construction Use- Residential/Number of bedrooms Code derived design flow rate_ _ GPD
❑Replacement Public or commercial-Describe: —
Parent material Flood Plain elevation if applicable —'- "" _ ft•
General comments
and recommendations: / �' / /��� JUL 3 1 2003
c✓G�7Z a /� � ST.00 IX NT
F 1-1 Boring# A Boring
Pit Ground surface elev. r/, 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 I 'Eff#2
® Boring# Boling Q
Pit Ground surface elev&,Zft. Depth to limiting factor � V 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
®- ,-
fit
ZlZeP Z6-2x
'Effluent#1 =BOD >30<220 mg/L and TSS>30:5 150 'Effluent#2=BOD <30 mg/L and TSS<30 mg/L
CST Name(Please Print) Si a CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1008 192nd Ave, New Richmond, WI 54017 Caj`r�� 715-246-4516
Property Owner_ Parcel ID# Page of
F3_1 Ong# ❑ 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 GPDhf
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 I •Eff#2
rlo-
r
` 3
Boring# E] 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
F-1 Boring# F] Boring
pit Boring
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
Effluent#1 =BOD5>30<220 rrx, L and TSS>30<150 mgA. `Effluent#2=BOD5<30 mg&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.
SOD-8330(8.6(00)
Soil Test Plo;CST7M l
Project Name 6-G Corporation S ird
Address 58 Dunbar Way
Mahtomedi Mn 55115 #226900
Lot 6 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 At- Grade *HRPSame as Benchmark
Alt. BM Top of 1/2" Pipe @ 98.1'
Scale is 1" = 40'
unless otherwise
Please Note: Tested area noted
may not be suitable for
desired building area.
Check system location
before excavating.
a�
Please note: survey was not 0
B-3
completed at time of testing, 60' 9�
setbacks from lot lines may 104' o
change. Installer must verify en
all lot lines and setbacks
102'
before installation. 50,
100'
120' 5' B.M.
13% �
B-1 Slope B-2 5 Alt.
.M.
a�
a
0
v�
00
650' Property Line