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Wisconsin Department of Commerce SOIL EVALUATION REPORT Page-j- of
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code County A
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. I / - ~1 v
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. I a~
Please print all information. a ewed by Da
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
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Property Owner Property Location /
~/e J, - /1 s- / f1 Govt. Lot OR LA14 S T3 0N R E (o W
Prope Owner's Maniling Address Lo Block # Subd. Name or M# f City late Zip Code Pone Number ❑ city ❑ Village To Nearest Road
~f -T
Construction User Residential / Number of bedrooms Code derived design flow rate GPD
New
❑ Replacement ❑ Public or commercial - Describe: - -
Parent material ) X✓ €lood Plain elevation if applicable ft.
General comments;
and recommendations: ons: r✓( /(.~A' ylx tJ
Boring Cat- titles ms
Mng #
Pit Ground surface elev. ft. Depth to limiting factor in. Soil AoDlication Rate
r
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
7- 12 -34 Vol
l I-
-3 ,s
AIZW-
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 GPDKf
in. Munselll Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 'Eff#2 ( -
Z l3- Y' -3 1
2
z
3 G /lei
a~ qS• ~9`f ~
Effluent #1 = BOO > 30< 220 mg/L and TSS >30< 150 -Effluent #2 = D < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) a e CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1008 192nd Ave, New Richmond, WI 5401 _ - G, 715-246-4516
Property Owner _ Parcel ID # Page of
# Boring
Boring ~
p~
T 9 Pit Ground surface elev. ft. Depth to limiting factor in.
~ Soil lication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDfff`
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
C S ►
ms I~ F a 2
232
3 3.2- yl JP-
F-I # ❑ 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 GPDM
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
Boring
Boring # Ground surface elev. ft. Depth to limiting factor in.
F-I ❑ Pit 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
i
' Effluent #1 = BODs > 30 < 220 mglL and TSS >30 < 150 mg/L ' Effluent #2 = BODS < 30 rmg/L and TSS 130 M91L
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need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
sBD-9330 (R.6(00)
Soil Test Plot Plan
Project Name Lakes and Hill Development Shaun Bir
Address P.O. Box 10598
White Bear Lake Mn 55110 CST 226900
Lot 42 Subdivision Glen View Date 7/18/03
1 /4 N W 1 /4S 19 T 30 N/R18 W Township Richmond
Boring Q Well PL Property Line County ST. CROIX
B or VRP Assume Elevation 100 ft. Top of 1/2" Pipe
Sys em Elevation 94.9/95.0 *HRpSame as Benchmark
Alt. BM~ Top of 1/2" pipe @-9-%T
Pro Town Road
Scale is 1" = 40'
Please note: survey was not unless otherwise
completed at time of testing, noted
a setbacks from lot lines may Please Note: Tested area
change. Installer must verify may not be suitable for
o all lot lines and setbacks desired building area.
before installation. Check system location
before excavating.
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<1%Slope
B. B-1 90' B-2
i
10' Alt.
30~
45'
B-3
00'
not enough slope to establish contours
116' Property Line
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