HomeMy WebLinkAbout026-1153-21-000
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Wisconsin Department of Commerce SOIL EVALUATION REPORT Page l of
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code County
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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. V J a~
te
Please print all information. Reviewed l by Da~ p~
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). ! S L-0
Property Owner Property Location /
1~/9~ Govt. Lot SW L/t/4 S /9 T 30N R E (o W
Pro ps ,TOvmer's Mailing Address Lot # Block # Subd. Name or M#
e) S d. !1 i`~i~
City f a t e Zip Code P e Number C3 city ❑ Village To Nears Road
New Construction User Residential / Number of bedrooms Code derived design flow rate GPD
❑ Replacement ❑ Public or commercial - Describe: -
rent material ~ LCs~u/ r~ Flood Plain elevation if applicable Q ,lt/i/ ' ft.
Pa
General comments
and recommendations:
~ f cwt- ✓e /~..J , c;.f.,~~ ~ . ~ ~
Boring
MBoling #
pit Ground surface elev. 1 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 O 3/7
,s- Z 2-
Z'
mot- ~
®Boring # Boring _19 /
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/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
Z L 3 S L ll ro >a I a r.3
.2
n" .7
77
Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mglL ' 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 3 715-246-4516
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Property Owner _ Parcel ID # Page of
Boring # ❑ Boring in.
ft. Depth to limiting fadoJJ du~- Soil Application Rate
FT 14 pit Ground surface elev.10,511
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
o-V z - sL a~ rn s a~ .
CL msb
~t
❑ Boring # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil ~Eplicafion 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
i
Boring # ❑ Boring
Ground surface elev. ft. Depth to limiting factor in.
❑ Pit 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 = BODE > 30 < 220 mg/L and TSS >30:S 150 mgA- ' Effluent #2 = BODS < 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
Project Name Lakes and Hill Development Shaun Bird
Address P.O. Box 10598
White Bear Lake Mn 55110 CSTM #2 00
Lot 21 Subdivision Glen View Date 7/18/03
1 /4 N W 1/4S 19 T 30 N/1318 W Township Richmond
Boring Q Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of Steel Fence Post
System Elevation 85.0/83.8 *HRpSame as Benchmark
Alt. BM Top of Survey Iron @ 96.4' Scale is 1" = 40'
B.M. 171' Property Line unless otherwise
SZt noted
M.
Please note: survey was not Please Note: Tested area
completed at time of testing, may not be suitable for
setbacks from lot lines may desired building area.
change. Installer must verify Check system location
all lot lines and setbacks before excavating.
190' before installation.
5' B-1
B-2
50' 0, 89'
20' '
B-3 87'
12% Slope 85'
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