HomeMy WebLinkAbout004-1039-90-025 CST24 ~
RECEIVED iA!TL
3 SOIL EVALUATION REPORT 3
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®DepartmeA~af Ay ~r ssional Services Northland 1 Plumbing,
$ ` Divisiaff ~in[I Iris ng, Inc.
r Y in accordance with Comm 85, Wis. Adm. Code
((''~~MM~ 9N County
` Attach compTefe s1Ce pUoq; ~ Qg iran 8'/: x 11 inches in size. Plan must St. Croix
include, but not limited to: vertical and horizontal reference point (BM), direction and
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D.
Please print all information. Revi d By Date 7
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). l
Property Owner Property Location
Denise Anderson Govt. Lot SW114, E1/4, S17, T28N, R15W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 1
2839 County Rd N
City State Zip Code Phone Number City Village F' Town Nearest Road Z 2
Wilson WI 54027 715-698-2897 Cady County Rd N J 33 0
New Construction Use Residential / Number of bedrooms 3 Code derived design flow rate _ 450 GPD
Repla'~ ce`~me t~ Public or commercial - Describe:
Parent material Glacial Outwash Flood plain elev ion, if applicable
General comments
and recommendations:
Boring # i Boring
Pit Ground surface elev. 99.59 ft. Depth to limiting factor >76 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistency Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 'Eff#2
1 0-7 10YR3/2 sil 3sbk mvfr cs if .6 .8
2 7-18 10YR5/4 sil 3sbk mvfr cs if .6 .8
3 18-36 10YR6/6 grs Osg mfi cs .7 1.0
4 36-76 10YR6/8 s Osg ml cs .7 1.0
I
Boring
F2 Boring #
Pit Ground surface elev. 98.07 ft. Depth to limiting factor 42 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 0-11 10YR3/2 sil 3sbk mvfr cs if .6 .8
2 11-20 10YR5/4 sil 3sbk mvfr cs if .6 .8
3 20-42 10YR6/6 grs Osg mfi cs .7 1.0
4 42-46 10YR7/6 7.5YR6/8 c2d spots fs Osg mfi gs .5 1.0
5 46-72 10YR6/8 s Osg mfi gs .7 1.0
" Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BODS < 30 mg/L and TSS <_30 mg/L
CST Name (Please Print) Signat CST Number
267985
Michael J. Myers
t~A~l
Address Northland Plumbing, Inc. Date Evaluation Conducted Telephone Number
2943 130th Ave Glenwood City, WI 54013 10/30/2015 715-265-4115
SBD-8330 (R.1 1 / 1 1)
Property Owner Denise Anderson - Parcel ID # Page 2 of ? 3
- ~
73 Boring # Boring
Pit Ground surface elev. _99.12__ ft. Depth to limiting factor 46 in.
- Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence'i Boundary Roots GPD/ft2_ _
in. Munsell Qu. Sz. Cont. Color j Gr. Sz. Sh. 1 ; `Eff#1 *Eff#2
1 0-11 10YR3/2- sil 3sbk mvfr cs 1f i .6 .8
2 11-20 10YR5/4 sii I 3sbk mvfr cs if 6 8
3 20-36 10YR6/6
grs Osg mfi cs 7 1.0
4 36-46 10YR7/6 fs Osg mfi gs .5 1.0
5 46-68 10YR6/8 7.5YR6/8 c2d spot grfs Osg mvfi gs j 5 1.0
- j -
Boring
F Boring # Pit Ground surface elev. __98.67 ft. Depth to limiting factor 46 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure iConsistence'Boundary Roots GPD/ft2_
in. Munsell Qu. Sz. Cont. Color ; Gr. Sz. Sh. *Etf#1 *Eff#2
1 0-10 10YR3/2 i sil 3sbk mvfr cs if 6
.8
2 10-21 10YR5/4 sil 3sbk_ mvfr cs if .6 .8
3 ! 21-35 ! 10YR6/6 grs Osg mfi cs .7
10
4 35-46 j 10YR7/6 fs Osg mfi gs 5 1.0
5 46-66 10YR6/8 7.5YR6/8 c1d spot`' grfs Osg mvfi gs 5 1.0
Boring
❑ Boring # Pit Ground surface elev. ft. Depth to limiting factor in.
- - Soil Application Rate
Horizon Depth Dominant Color Redox Description j Texture Structure !Consistence, Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 `EfF#2
it } I -
j
i
* Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L
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SBD-93301 esr(R 11/11)
Northland Plumbing, Inc.
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