HomeMy WebLinkAbout34-25^'; *".'^.
SR-002KL fw-£^Wisconsin Department of Safety and Professional Services'
Division of Industry Services
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,1SOIL EVALUATION REPORT MAY m025 Page._of_
Li?<^^^:1; In accordance with SPS 385, Wis. Adm. Code'
Attach complete site plan on paper not less than 81/2x11 inches in size. Plan must 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.
Please print all information.
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)).
Property Owner
William and Bonita Frels
/o. Zoning Depfc
Bayfield
Parcel I.D. ^ _, ^ ^.,
04-004-2-45-09-06-4-01-000-10000
Property Location
GovtLot NE 1/4 SE
^w
N R 1 9 E (or) W
Property Owner's Mailing Address
8 Black Lake Rd
Site Address or CSM and Lot #:
57005 Blue Lake Rd
City
St Paul
State
MN
Zip Code
55127
Phone Number
( )
D City
Barnes
D Village H Town Nearest Road
Blue Lake Rd
[•] New Construction Use:ES.Residential/Numberofbedrooms 2
. 1 Replacement I_| Public or commercial - Describe:
Parent material Glaclal OutWSSh
General comments and recommendations:
Code derived designflow rate OUU GPD
Flood Plan elevation if applicable_ft.
Boring #DBoring 96.5
• |Pit Ground surface elev._ft.Depth to limiting factor.
96 88.5
in. / elev. ft.
Horizon
1
2
3
Depth
In.
0-6
7-36
37-96
Dominant Color
Munsell
10yr3/2
7.5yr 4/6
7.5yr 4/4
Redox Description
Qu. Az. Cont. Color
Texture
Is
s
s
Structure
Gr.Sz. Sh.
Osg
Osg
Osg
Consistence
ml
ml
ml
Boundary
ca
cw
Roots
1f
Soil Application Rate
GPD/Ft2
*Ef»1
.7
.7
.7
*Ef?2
1.6
1.6
1.6
Boring #DBoring 98
B]Pit Ground surface elev._ft.
102 89.5
Depth to limiting factor_in. / elev._ft.
Horizon
1
2
3
Depth
In.
0-6
7-38
39-102
Dominant Color
Munsell
10yr3/2
7.5yr 4/6
7.5yr4/4
Redox Description
Qu. Az. Cont. Color
Texture
Is
s
s
Structure
Gr. 82. Sh.
Osg
Osg
Osg
Consistence
ml
ml
ml
Boundary
ca
cw
Roots
1f
Soil Application Rate
GPD/Ft2
*Eff#1
.7
.7
.7
*EfW2
1.6
1.6
1.6
-^7\CST Name (Please Print)
Dan Burch
Signature CST Number
253808
Address
N5921 County Hwy K SpoonerWI 54801
Date Evaluation Conducted
5-14-25
Telephone Number
715.416.1642
* Effluent #1 = BOD > 30 <, 220 mg/L and TSS > 30 £ 150 mg/L Effluent #2 = BOD, < 30 mg/L and TSS £ 30 mg/L
SBD-8330(R04/21)
Boring #
D Boring
B pit Ground surface elevJ Depth ^ Jjmiting factor 96
Page,
88.5,
Jn. / elev._ft.
of
Horizon
1
2
3
Depth
In.
0-6
7-35
36-96
Dominant Color
Munsell
10yr3/2
7.5yr4/6
7.5yr 4/4
Redox Description
Qu. Az. Cont. Color
Texture
Is
s
s
t~ ^'trfi^jj^ .C:r.
Structure
Gr.Sz. Sh.
Osg
Osg
Osg
:r. i i £,r/r
Consistence
ml
ml
ml
Boundary
ca
cw
Roots
1f
Soil Application Rate
GPD/Ft2
*Ef?1
.7
.7
.7
*Eff#2
1.6
1.6
1.6
Boring #Q Boring
D Pit Ground surface elev._ft.Depth to limiting factor in. / elev.Jt.
Horizon Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture Structure
Gr.Sz. Sh.
Consistence Boundary Roots
Soil Application Rate
GPD/Ft2
*Eff#1 *Eff#2
Boring #D Boring
D Pit Ground surface elev._ft.Depth to limiting factor.Jn. / elev.__ft.
Horizon Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture Structure
Gr.Sz. Sh.
Consistence Boundary Roots
Soil Application Rate
GPD/Ft2
*Eff#1 *Eff#2
* Effluent #1 = BOD > 30 S 220 mg/L and TSS > 30 £ 150 mg/L * Effluent #2 = BOD, S 30 mg/L and TSS s 30 mg/L
s
CHECK BOX AS APPLICABLE.
.SOIL EVALUATION
SITE MAP
PROJECT NAME:
^^? <>^57€^
CHECK BOX AS APPLICABLE.
Scale: 1"= 30'
30 45 60
^///////777^/////>~7ZZ
7.52
zzI
3J3YSTEM
PLOT PLAN
^00
PAGE 2 OF
DESIGN FLOW:GPD
PROJECT ADDRESS:
BM Symbol: -^-
BM Description:
Slope Gradlent (%)
of Tested Area:
^^s- LKfi^>
BM Elevation:i c? -^FT
A/C^A .^<Ufo:7-v 1A 1^ UA^<5'
Well Symbol (if applicable): Q Indicate north by
drawing an arrow
iprlte line.
Attach design flow calculations for commercial plans.
Pipe Material / ASTM Standard (Tables 384.30-3 & 384.30-5)
Sanitary Sewer: ^ c ^ i-JS>t P^l C
Force Main:_ /_
IMPORTANT:
Show ground elevation contours at suitable intervals.
Sayfielcl Co, Zoning Uept