HomeMy WebLinkAbout1-27RECEIVED
SR-oo3RS
Wisconsin Department of Safety & Professional Services
DEC 262025
Page of 3
W
Division of IndustryServices Bayfield Co.
SOIL EVALUATION REPO"fn9andZ°mnbAge cy
EST# "` In accordance with SPS 385, Wis. Adm. Code I County
Bayfield
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 percent slope, Parcel I.D.
scale or dimensions, north arrow, and location and distance to nearest road. I 04-004-2-44-09-20-1 05-001-10000
Please print all information. I ReviNejy b42I D.
Property Owner Property Location L-1 L I
Brown Living Trust (Wayne & Dianna M. Brown Trustees) Govt. Lot v. V s 20 T 44 N R 09 E (or)
Property Owner's Mailing Address Site Address or CSM and Lot #:
620 Doar Dr 3380 South Shore Rd
City, State, Zip I Phone Number ❑ City ❑ Village ® Town I Nearest Road
New Richmond, WI 54017 (651 1 440-0667 Barnes I South Shore Rd
[( 'NewConstruction Use: Residential/Numberofbedrooms 3 Code derived designflow rate 450 GPO
—Tones AE
❑ Replacement ❑ Public or commercial — Describe: Flood Plan elevation if applicable (EL 11281 ft.
Parent material Outwash Sands 55007C0792D
eff. 12/16/2011
General comments and recommendations: wetland elev = 94.2'
-----
Eli Boring# ❑Boring
® Pit
Ground surface elev. 102.8 ft. Depth to limiting factor 84 in. / elev. 95.8 ft.
Soil Aoolication Rate
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPO/Ft'
Eff#1
Eff#2
1
0-8
10YR 3/2
—
Is
Osg
ml
ab
1m/1f
0.7
1.6
2
8-27
10YR 4/3
-
(GR 30%) s
Osg
ml
aw
2m/2f
0.7
1.6
3
27-84
10YR 5/4
—
s
Osg
ml
—
1f/1vf
0.7
1.6
Horizon 3 has bands
of lamell
2❑ Boring #
❑Boring
®Pit Ground surface elev. 102.8 ft. Depth to limiting factor 84 in. / elev. 95.8 ft.
Anolication Rate
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Cr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ft2
-Eff#1
Eff#2
1
0-8
10YR 3/2
—
Is
Osg
ml
ab
lco/2m/1f
0.7
1.6
2
8-24
10YR 4/3
—
(GR 30%) s
0sg
ml
aw
2m/2f
0.7
1.6
3
24-48
10YR 5/4
—
s
Osg
ml
aw
1f
0.7
1.6
4
48-60
10YR5/4
—
GR15%)co
0sg
ml
aw
1vf
0.7
1.6
5
60-84
10YR 6/4
—
s
Osg
ml
—
—
0.7
1.6
Horizon 5 has bands
of lamell
e
CST Name (Please Print)
Signatu�
C Number
y.. ey
Wile
'
G' !/
654921
Address
Date Evaluation Conducted
Telephone Number
11623 E Larson Dr. Lake Nebagamon, WI 54849
11/16/2025, 11/22/2025
218-451-2611
Effluent #1 = BOO > 30 5 220 mg/L and TSS > 305150 mg/L • Effluent #2 = BOO, s 30 mg/L and 155 5 30 mg/L
SBD-8330 (R03/22)
❑❑ Boring
3 Boring # ® Pit
Page 2 of 3
Ground surface elev. 103.9 ft. Depth to limiting factor S4 in. / elev. 96_9 ft.
Soil Application Rate
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ft'
'Eff#1
*Eff#2
1
0-9
10YR 3/2
—
Is
Osg
ml
as
lco/2m12
0.7
1.6
2
9-29
10YR 4/3
—
S
Osg
ml
aw
1co/lm/1
0.7
1.6
3
29-43
10YR 5/4
—
GR2o%) s
0sg
ml
aw
lf/lvf
0.7
1.6
4
43-65
1 0YR 5/4
—
s
0sg
ml
as
1f
0.7
1.6
5
65-84
10YR 6/4
—
s
Osg
ml
—
—
0.7
1.6
F Boring # ❑ Boring
® Pit
Ground surface elev. 106.8 ft. Depth to limiting factor 108 in. / elev. 978 ft.
SoilAnolication
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. ConL Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/F1'
-Efr#1
'Eff#2
1
0-3
10YR 3/2
—
Is
0sg
ml
as
lf/lvf
0.7
1.6
2
3-6
7.5YR4/1
—
s
0sg
ml
as
lf/lvf
0.7
1.6
3
6-10
7.5YR 6/1
—
s
0sg
ml
as
2c0/2f/1
0.7
1.6
4
10-35
10YR 5/4
—
FGR5%)s
0sg
ml
aw
1m/1f
0.7
1.6
5
35-68
10YR 5/6
—
s
Osg
ml
aw
—
0.7
1.6
6
68-108
10YR 6/4
—
s
Osg
ml
—
—
0.7
1.6
❑ Boring #
❑ Boring
❑ Pit Ground surface elev. It. Depth to limiting factor in. / elev. ft.
Soil Annliratinn Rate
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Cr. Sz. Sh.
Consistence
Boundary
Roots
GPD/F1'
Eff#1
-Eff#2
• Effluent #1 = BOD > 30 s 220 mg/L and TSS > 305150 mg/L * Effluent #2 = BOD, s 30 mg/L and TSS 5 30 mg/L
RECEIVED
DEC 262025
Bayfield Co.
Planning and Zoning Agency
Brown Living Trust (3 bedroom)
Soil Report Plot Plan
North Brown Living Trust
�o J Wayne & Dianna M. Brown Trustees
3380 South Shore Rd
PAR IN GOVT LOT 1 IN DOC 2023R-6011898 TOG WITH EASE 722A
R 26, 2023) a
(BROWN LIVING TRUST DATED OCTOBECD
Town of Barnes
_
04-004-2-44-09-20-1 05-001-10000
®
'
m
2.130 acres
>
o
a
c
Ills
w
o
C
C
a.
a
Middle Eau Claire Lake
Scale 1:40
x
Wetland elev = 94.2'
x Bench Mark = Nail in 11"DBH red pine w/ yellow ribbon
•Elev = 100.0'
NOTES:
- No well
- Property lines not shown > 50' from tested area
- OHWM a 93.5'
CSTi�0002-SP Page 3 of 3
BAYFIELD COUNTY Brown Living Trust
CHECKLIST FOR CERTIFIED SOIL TESTS Wayne & Dianna M. Brown Trustees
Submit the Following (Use Permanent Ink):
2' Check List
❑ Index Page / Title Sheet (Optional)
6' Original Soil Evaluation Report (Submitted in Deed Holders Name — not prospective buyers)
9 Original Plot Plan
❑ Cross Section Soil Profile Sheet (optional)
❑ Additional Information (Warranty/Quit Claim Deed) (Optional)
Soil Evaluation Report: (Include the following Information)
Ed" Parcel Identification Number (must be 23 digit Tax ID#) DO NOT USE 12 digit, they are no longer being used
Ge'Prooerty Owner's Information (not prospective buyer's name)
l2' Property Location (Accurate Legal Description with Sec/Twp/Range)
l7' Road Name (where driveway is/will be coming off of)
Ca' Floodplain Elevation, Flow Rate, Comments and Recommendations
12' Complete Soil Boring / Pit Information
U' Date Soil Evaluation was conducted
EX CST Name, Signature, Number, Address and Phone Number
U' *Date Stamp*
Plot Plan: (Include the following information drawn to dimension or to scale)
@'Bench Mark (Description, Elevation and Location)
t2Contour Lines (Example = 98.0' /96.0' /94.0')
'Property Location (Secjrwp/Range/, Accurate Legal Description)
la' Borings (Locations and Elevations)
rD'Percent and Direction of Land Slope
EX Well Location (Including Neighboring Wells, if applicable)
L2' Location of Wetland Areas, Floodplain and Navigable Waters
12' Buildings, Driveways, and Structures (Location and Descriptions)
17'Location of Property Lines
Gd' Existing System Location
12' Address Number and Road Name
U' Current Surface Elevation of Wetlands and Navigable Waters
57 CST, Owner and Property Information
'North Arrow
RECEIVED
DEC 26 2025
Bayfleld Co.
Planning and Zoning Agency
Fee:
57 Certified Soil Tests - Review & Filing Fee $ 50.00 u/forms/sanitary/checklist/checldistforests
II3YFIELD Bayfield County
Planning & Zoning Department
117 E 5th Street
P.O. Box 58
Washburn, WI 54891
Phone: 715-373-6138
Fax: 715-373-0114
Property Owner:
BROWN LIVING TRUST
620 DOAR DR
NEW RICHMOND, WI 54017
BROWN TRUSTEES,WAYNE AND
DIANNA M
620 DOAR DR
NEW RICHMOND, WI 54017
Description
Certified Soil Tests - Review & Filing Fee
Submission Number:
SR -00375
Transaction Number:
SR-00375-3AE19
Amount
$50.00
Total: $50.00
Payment Amount: $50.00
Reference: 1102
Paid by: Coyote Septic Works LLC, 11623 E Larson Dr, Lk Nebagamon WI 54849
Payment Type: Check
Transaction Date: 1/5/2026
Receipt of payment does not guarantee eligibility of
permit and is not proof of issuance of a permit.