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�nxno. r. s Wisconsin Department of Safety and Professional Services
\!y : c Division of Industry Services
SOIL EVALUATION REPORSOIL T
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��- In accordance with SPS 385, Wis. Adm. Code
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include,
County
I Bayfield
but not limited to: vertical and horizontal reference point (BM), direction and percent slope,
I Parcel I.D.
scale or dimensions, north arrow, and location and distance to nearest road.
I 15653 -
Please print all information.
usonal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)).
1 3
Page_of
/50-a
Property Owner Property Location I ❑✓
Daniel & Sandra Dugger E Govt. Lot NW v. NE 'AS 13 T 47 N R 5 E (or) W
Property Owner's Mailing Address Site Address or CSM and Lot #:
65410 W Lake Ahmeek Rd 715-681-1182 Carlson Rd, Ashland WI
City State Zip Code Phone Number ❑ City ❑ Village • Town Nearest Road
Iron River WI 54847 f 1 Eileen Carlson Rd
7 New Construction Use:O Residential/Numberof bedrooms 2 Code derived designflow rate 300 GPD
Replacement ❑ Public or commercial — Describe: Flood Plan elevation if applicable ft.
Parent material Clayey till over loamy sand
General comments and recommendations: Holding tank or mound on 98' contour. 0.4 loading rate
1 Boring # ❑Boring
fjPit
98.55 9 97.8
Ground surface elev. ft. Depth to limiting factor in. / elev. ft.
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
0-5
Syr 3/3
-
sil
2mabk
ml
cw
3co
.6
.8
2
5-9
5yr 4/3
-
sicl
2mabk
dl
gw
3m
.4
.6
3
9-12
5yr 7/2
5yr fit 7/6
sicl
2mabk
mvfi
gw
2m
.4
.6
4
12-24
5yr4/6
-
sic
am
mvfi
-
2f
0
0
2 Boring #
❑Boring 98.55 8 97.88
•Pit Ground surface elev. ft. Depth to limiting factor in. / elev. ft.
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ft'
'Eff#1
'Efl#2
1
0-4
5yr 3/3
-
sil
2mabk
ml
cw
3co
.6
.8
2
4-8
syr4/3
-
sicl
2mabk
dl
gw
2m
.4
.6
3
6-24
syr4/6
-
sic
am
mvfi
-
2f
0
0
t
CST Name (Please Print)
I CST Number Planning and Zoning Agency
Edward B. Redinger
221939
Address
Date EvaJu9ion ducted
C
Telephone Number
1015 11th Ave- E. Ashland, WI 54806
1715-292-6670
Effluent #1 = BOD > 30 5 220 mg/L and TSS > 30 5150 mg/L ' Effluent #2 = BOD, s 30 mg/L and TSS S 30 mg/L
SBD-8330 (R04/21)
I
Page 2 of 3
❑ Boring 95.6
3 Boring # ❑� Pit Ground surface elev. ft.
1 0 94.77
Depth to limiting factor in. / elev. ft.
Cnil Annlirotinn Pofo
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ft2
•Eff#1
•Eff#2
1
0-6
Syr 3/3
-
sil
2mabk
ml
ow
3co
.6
.8
2
6-10
5yr4/3
-
sicl
2mabk
dl
gw
2m
.4
.6
3
10-24
5yr4/6
-
sic
Om
mvfi
-
2f
0
0
❑ Boring #
❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in. / elev. ft.
sna nn
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ft2
'Eff#1
'Eff#2
❑ Boring #
❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in. / elev. ft.
Soil Annlil rntinn Rate I
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
E
VED
6
Bayfield
o,
and Zo
ing Agency
* Effluent #1 = BOD > 30 5 220 mg/L and TSS > 30 £150 mg/L * Effluent #2 = BOD, 5 30 mg/L and TSS 5 30 mg/L
WOODED SITE
NO WELL ON SITE
300 +/- TO CARLSON RD
Plot Plan
1 = 40'-0"
SUPERIOR
PWL0IMG M[CHypGI
(715)292.6670
IPROPOSED NOME
Page 3 of 3
EAST PROPERTY LINE -�I
SLp�
'INE 1' ABOVE GROUND
I RECEIVED
N
OCT 057025
Ba
CONTACT INFORMATION
PHONE:715-681.1182
EMAIL: duggersd53@gmai1.com
Planning and Zoning Agency
PARCEL #:15653
40 ACRES
TOWN OF EILEEN
NW1 /4 NE1 /4 513 T47N R5W
DANIEL & SANDRA DUGGER I Plot Plan
CARLSON RD Date 9/24/2026 Cl 00
ASHLAND, WI Drawn by JCR
Checked by ED REDINGER, CST#:221939 Scale 1" = 4
P LYFIELD 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: Submission Number:
DANIEL E & SANDRA J DUGGER SR -00525
65410 W LAKE AHMEEK RD
IRON RIVER, WI 54847 Transaction Number:
SR-00525-575BD
Description Amount
Certified Soil Tests - Review & Filing Fee $50.00
Total: $50.00
Payment Amount: $50.00
Reference: 10958
Paid by: Superior Plumbing & Mech Inc, 1015 11th Ave E, Ashland WI 54806
Payment Type: Check
Transaction Date: 10/12/2026
Receipt of payment does not guarantee eligibility of
permit and is not proof of issuance of a permit.