HomeMy WebLinkAbout026-1153-37-000 (2)
• Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of-
° Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code
County C
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. 6 23~ YD F
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Qdl
Please print all information. Re ewed by Date
Personal information you provide may be used for secondary purposes (Privacy Law, s.`15.04 (1) (m)). / , 2-O
S
Property Owner Property Location
Govt. Lot SIR 1/4 S T3 N R E (o W
Prope Owner's Mailing Address t Block # Subd. Name or M#
City torte Zip Code P one Number ❑ City ❑ village To Nearest Road
New Construction User Residential / Number of bedrooms Code derived design flow rate GPD
❑ Replacement ❑ Public or commercial - Describe:
Parent material L4s~~GJ a IC J Flood Plain elevation if applicable -A,,'1157 ft.
General comments `S/4
L/~iL~G1 'i~-~ ~j
and recommendations: / I g.
fie- ~c~t- Se /0J
0 Boring
M Boring # ~
r7l
pit Ground surface elev. ft. Depth to limiting factor ! in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM
in. Munsell Clu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
0-~g o s r -
.o
# Boring D'
Pit Ground surface elev. L/LYE- ft. Depth to limiting factor 42 j~ in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Clu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
1Z -2v I r),;Y- t4
9, .D
~o
• Effluent #1 = BOD > 30:S 220 rnglL and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Sig CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1008 192nd Ave, New Richmond, WI 54017 ,2_~rl/_. 0 715-246-4516
e
Property Owner _ Parcel ID # Page of
FT Boring # ❑ Boring
14 Pit Ground surface elev. 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
3 t S D S< n n z
2
❑ Boring # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil ~Eplicartion 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
El Boring # Ground surface elev. ft. Depth to limiting factor in.
❑ Pit 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 = BODE > 30 < 220 mg/L and TSS >30 150 mg/L ' Effluent #2 = BODS < 30 mg/L and TSS 130 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.
sBD-5770 (R.6100)
Soil Test Plot Plan
Project Name Lakes and Hill Development Shaun Bird
Address P.O. Box 10598
White Bear Lake Mn 55110 CSTM K 00
Lot 37 Subdivision Glen View Date 7/18/03
1 /4 N W 1/4S 19 T 30 N/R18 W Township Richmond
County ST. CROIX
Boring Q Well PL Property Line
BM or VRP Assume Elevation 100 ft. Top of Steel Fence Post
System Elevation 98.8/97.5 *HRPSame as Benchmark
Alt. BM Top of Survey Iron @ 96.4' Scale is 1" = 40'
unless otherwise
B.M.
Air noted
Please Note: Tested area
may not be suitable for Please note: survey was not
desired building area. completed at time of testing,
Check system location setbacks from lot lines may
before excavating. change. Installer must verify
all lot lines and setbacks
before installation.
150'
12% 434' Property Line
B-2 Slope B-1
5 75'
100'
30' 102'
104'
40
B-3
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