HomeMy WebLinkAbout026-1153-01-000 (2)
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* Wisconsin Department of Commerce SOIL EVALUATION REPORT Page ( of 3
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code County
r(rf 4Ni j-
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. _ ~ 0jL percen
t slope, scale or dimensions, north arrow, and location and distance to nearest road.
Please print all infgcgiation evi ed by Q 1 ~
2 V Personal information you pr a ma be used for seco crypu 1 5.04 O (m)). Property Owner operty ocation
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Govt. Ldt MR 0/4 S T3 N R jl~ E (o
Pro ps Owner's Mailing Address Z/f dot # ,r Block # Subd. Name or ;CSSM#
Y fate Zip Code a Number. 'i - ❑ Clty ❑ Village To Nearest Road Ael r07-
New Construction User Residential Number of bedrooms Code derived design flow rate GPD
Replacement ❑ Public or commercial - Describe: - -
Parentmaterial <~/64s"t~c/ Flood Plain elevation if applicable /t//z ft
General comments f/Jr X"
and recommendations:
Se- IZCI,4~- 5, Sge,
❑ Boring Zofl
a Boring # Q
pit Ground surface elev. O~ 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 'Eff#2
r S~ m c S a rr, ,
L .1
g I H t m( ,a r2
,1+
(off"-Z
Bc,iring # Boring
® pit Ground surface elev. ft. Depth to limiting factor / i^ Soil ApplirAtion Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/f?
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 Tff#2
Z Z_ L 1 m5 L rn L
rf I-
1M I/ • Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L
•Effluent #1 = BOD > 30 < 220 mglL and TSS >30 < 1
CST Name (Please Print) nature CST Number
Bird Plumbing, Inc. Shaun Bird 4Z 226900
Address Date Evaluation Conducted Telephone Number
1008 192nd Ave, New Richmond, WI 5 017 0 715-246-4516
Property Owner _ Parcel ID # Page of
[37 Boring # Boring
Pit Ground surface elev. ft. Depth to limiting factor L~~-- - in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
10-sy CL S R I a 2
6Y-10 '5 1) 3r, -7
❑ Boring # Boring
pit Ground surface elev. ft. Depth to limiting factor in. Soil lication 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
a Boring # Boring
pit Ground surface elev. ft. Depth to limiting factor in.
Soil lication 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:S 220 mg/L and TSS >30 < 150 mg l- ' Effluent #2 = BOD5 < 30 mg/- 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.
SOD-9330 (RAW)
Soil Test Plot Plan
Profect Name Lakes and Hill Development Shaun Bir
Address P.O. Box 10598
White Bear Lake Mn 55110 CSTM 26900
Lot 1 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 77.0/75.5 *HRPSame as Benchmark
Alt. BM Top of Survey Iron @ 96.4' Scale is 1" = 40'
unless otherwise
Please note: survey was not noted
completed at time of testing,
setbacks from lot lines may Please Note: Tested area
change. Installer must verify may not be suitable for
all lot lines and setbacks desired building area.
before installation. Check system location
before excavating.
BB..M.
89'
M.
70'
B-1 90' B-2
' 83'
7 PU
81'
30'
79' '
45' -
77'
a~
17%
Slope
0
a,
N
Existing Town Road
ZZ
3 '
m UNPLATTED LANDS
1100'00'101w of
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ff°'3------
__,~ooao'10'c _ 500.00'10'E 605.11' 0 5o0'aD19t s~~3s6'
256.16' o _ F
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16202• 166AY 166.01'
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