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RECEIVED
SOIL EVALUATION REPORT 9Y/7 ~s~ #so
Pa e 1 of 3
P s Departm Safer~ ~'tofessional Services 9
Divisionafety'and Buil>iings Northland Plumbing, Inc.
a' in accordance with Comm 85, Wis. Adm. Code
ST CROIX COUNTY County
Attach c0rIM cgs hen 8'/: x 11 inches in size. Plan must St. Croix
include, but not li~m'U o: v~ hd`t(e bntal reference point (BM), direction and
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel
Please print all information. Rev ed 8y D e J
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). 2 N J
Property Owner Property Location
Michael Frey _ Govt. Lot SE1/ , NE 4, S26, T30N, R16W
Property Owner's Mailing Address A Lot # Block # Subd. Na a or CSM#
2583 140th Ave
City State Zip Code Phone Number City Village Town Nearest Road
Glenwood City i WI i 54013 1 Emerald 260Th St
New Construction Use: Residential / Number of bedrooms _ 3 Code derived design flow rate - 450 GPD
eplacemen Public or commercial - Describe:
Parent material Glacial Till _ Flood in elevation, if applicable
General comments `)_G vv~ and recommendations: J d1A K.
8 v S
❑ Boring # Boring /
Pit Ground surface elev. 94.70 ft. Depth to limiting factor 35 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description 1 Texture ; Structure j Consistence Boundary ; Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color t Gr. Sz. Sh. 'Effffl •Eff#2
1 0-6 10YR3/2 sil 3sbk 1 mvfr cs ! 1f 6 8
2 6-15 10YR5/3 sil 3sbk mvfr i Cs ' 1f 6 .8
3 15-24 10YR6/4 scl isbk mfr ' cs if .2 .3
4 { 24-35 10YR7/4 { fs osg mfr cs 5 1.0
5 35-42 10YR5/6 7.5YR5/8fif spots scl isbk mfr cs 1 .2 .3
i
F Boring # Boring -
Pit Ground surface elev. 93.15 ft. Depth to limiting factor 32 in. Soil Application Rate
Horizon ; Depth Dominant Color Redox Description j Texture i Structure Consistent; Boundary Roots _ GPD/ft2 _
in. Munsell ! Qu. Sz. Cont. Color 1 Gr. Sz. Sh. "Eff#1 'Eff#2
1 0-6 10YR3/2 sit 3sbk mvfr cs if 6 8
2 i 6-18 j 10YR5/3 sil 3sbk mvfr cs if 11 .6 1 .8
3 18-23 ! 10YR6/4 51 2sbk mvfr Cs ! if 6 1.0
4 23-32 i 10YR7/4 fs Osg mfr cs .5 1.0
5 32-49 10YR5/6 7.5YR fif spots sd isbk mfr cs 1 .2 .3
i
' Effluent #1 = BOD? 30 < 220 mg/L and SS >30 < 150 mg/L " Effluent #2 = BOD5 <_30 ni and TSS -E_30 mg/L
CST Name (Please Print) ignature* CST Number
Michael J. Myers _ _ 267985
Address Northland Plumbing, Inc. Date Evaluation Conducted Telephone Number
2943 130th Ave Glenwood City, W154013 4/20/2015 715-265-4115
SBD-8330 (R. 11/11)
Property Owner Michael Frey_ Parcel ID # _ Page 2 of 3
37 Boring
Boring # pit Ground surface elev. 9 ft. Depth to limiting factor
- In. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 'Eff#2
1 0-6 10YR3/2 sil 3sbk mvfr cs if .6 .8
2 6-18 10YR5/3 sil 3sbk mvfr cs 1f .6 .8
3 18-24 10YR6/4 scl 2sbk mfr cs 1f .4 .6
4 24-43 10YR7/4 fs Osg mfr cs .5 1.0
5 43-58 10YR5/6 7.5YR5/6 f1f spots scl isbk mfr cs .2 .3
Boring
F-1 Boring # Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth j Dominant Color Redox Description Texture I Structure Consistence Boundary Roots GPD/ftz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 I •Eff#2
I
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 _ GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. -Eff#1 "Eff#2
Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L
The Department of Safety and Professional Servicese is an equal opportunity service provider and employer. If you need assistance to
access services or need material in an alternate format, contact the department at 608-266-3151 or TTY through Relay.
SBD-8330Test (R. 11/11) Northland Plumbing, Inc.
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