HomeMy WebLinkAbout26-25S** IN80UND NOTIFICATION : FAX RECEIVED SUCCESSFULLY **
TIME RECEIVED REMOTE CSID DURATION PAGES STATUS
June 2, 2026 at 4:40:31 PM CDT 7157983470 38 1 Received
JUN/02/707fi/TUE 03:08 PM Andry Rasmussen & So FAX No. 7157983470 P. 001/001
Request for Sanitary Inspection (24 Hrs. In Advance)
Fax this form to Zoning Dept (24 Hrs.) prior to when you want an inspection — (715) 373-0114
If you do not have a fax and must email the inspection; you must email all staff members.
Note
Time Change fl Discrepancy fl Other
Plumber:
p
/—F/� 11:�l'y /1''tsi'71U531n ry—y��5
Phone Number
Fax Number
775- qqP-
Homeowner:
r
Gr2 try �- Qnn o./or t?eMM
Email Address
roil 4i1r &, e
Sanitary
Immediate Phone Number So Zoning
Dept can call you right back (if needed)
Permit #:
&(D -46
Plumber's Choice g Dept
No inspection(s) during this time
Date:
Li I1 �' f
Tuesday (9:30 am - 12:15
pm) (Tracy)
Time:
Plumber's Choice Zoning Dept
Towns ip:
2
Address # &
Road Name:
or
yy�� n Q
S�`1U Gi Cit7✓ c Oyes
Directions
To Site:
Comments:
"Plumbers
you must verify any change(s)
by fax or email "*
Notes from
Wforms/sanitarylrequestfonnapection
Zoning Dept (^s4l12J04): ® June 2023
'Private Onsite Wastewater Treatment
GREGORY ALLEN FREMOUW is ( POWTS). Inspection Report
i ATTN: ANNALORA MARRIA (Attach to Permit)
FREMOUW
327 20TH AVE y uses Privec (fl(m)]
s. 15.04 m
P MENOMONIE /154751 city Vlflage L1ToWn0t
Information
setback to:
40h
County
p /�
Sanitary ermlt No:
State Plan'Transactlon ID#:
Parcel Tax No:
'TYPE MANUFACTURER
CAPACITY
Prop. Line
J Well
J Buildin
j Air Intake r Road
Se tic 5./e
dp
N/A
Dosin
N/A
Aeration
N/A
Holding
Pump / Siphon Information
ump Manufacturer ump Model Demand
liter Manufacturer Filter Mode 08 Z GPM
TDH 5'1! J'
LIft 1 Friction Loss Head Total
Forcemain Length Dia Dist To Well 3jw
Cell
J
Pretreatment Unit
Manufacturer:
Model Number.
Dia
IV1a11u141,W101.62 —41 C#('
r. / Model Numbe^L1\
Distribution
Elevation Data
STATION ES HI
FS
ELEV
Benchmark
Bldg. Sewer
3/
C«+.
Tank Inlet
¶
Tank Outlet
£4!
173
Dose Tank Inlet
Dose Tank Bottom
Inst. Contour
Header/ Manifold
Qs.
Distribution Pipe
Infiltrative Surface
LI , d
Final Grade
X Pressure Systems Only
X Hole Size
X Hole
Spacing
bservation Pipes
Yes ❑ No
Depth Over De Over Depth of Seeded! Sodded Mulched
P
Cell Center Cell Edges Topsoil ❑ Yes ❑ No ❑ Yes ❑ No
:OMMENTS: (include code discrepancies, persons present, etc.)
(vv,,tVeseMt
j ve�1 ,sc,1(e)
an revision required? ❑ Yes L(o /
;e other side for additional information. l`J
Date 4JWTS Inspectors Signature
;nn-s71n re nwn1'
License Number
N Wag,
Property Owner
Information
BAYFIELD COUNTY PLANNING & ZONING DEPARTMENT
Telephone: (715) 373-6138
Fax: (715)373-0114
e-mail: zonino(dbayfieldcounty.orn
Web Site: www.bavfieldcountv.oral147
GREGORY ALLEN FREMOUW
ATTN: ANNALORA MARRIA
FREMOUW
327 20TH AVE
MENOMONIE WI 54751
Bayfield County Courthouse
Post Office Box 58
117 East Fifth Street
Washburn, WI 54891
i
As you know tZ L94hL5c€-4C was contracted by you to install a private
onsite wastewater treatment system on your property (Tax ID# above). To know when your system will be due
for servicing please go to www.septicsearch.com
Notes:
Abandonment of Old System to meet all applicable code requirements:
O*- Tank was pumped by:
on
at AM/PM
❑ Tank was crushed I removed and pipes disconnected by:
On at (AM /the above -mentioned plumber contacted our office to
conduct ape -co er inspection as required under DSPS 383. One of the following applies:
System was inspected and appears to meet all applicable code requirements.
❑ System was inspected and appears to meet all applicable code requirements; however, a plan revision
is necessary because the installation was substantially different than the original approval.
System could not be inspected because plumber covered prior to scheduled time of inspection.
❑ System could not be inspected because plumber was not ready at scheduled time of inspection.
County was unable to return to complete inspection.
System could not be inspected because plumber was not ready at scheduled time of inspection.
A re -inspection and $50 fee are required.
System could not be inspected because County could not respond to plumber's time constraints.
Comments:
U/forms/sanits rypropetlyowner-Input
April 2019
Industry Services Division
County
4822 Madison Yards Way
WI 53705
Bayfield
Sanitary Permit Number (to be filled in by Co.)
(ifMadison,
�S'-- 001 I,
Madison, WI 53707
�p - a 5 S
p�
Sanitary Permit Application
State Transaction Number
In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit
is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS are submitted to
Project Address (if different than mailing address)
the Department of Safety and Professional Services. Personal information you provide maybe used for.$econdary
purposes in accordance with the Privacy Law, s. 15.04(l)(m), Stats. C
88690 Glacial Shores. Bayrield WI 54814
+
I. Application Information — Please Print All Information,
PropertyOwner's Name V � MAR 2026
Gregory & Annalora Fremouw U
Parcel #
aj
39338
Property Owner's Mailing Address --� Bayfield Co.
Property Location
327 20th Ave. Planning z;--! :: n� Agency
Govt. Lot
City, State
Zip Code
Phone Number
Menomonie, WI
54751
715-441-7187
++%, ¼, Section 35
T 51 N R 04 E or W
II: Type of $ulldingi(check•all that apply+),
Lot #
1 or 2 Family Dwelling — Number ofBedrooms 2
2
Subdivision Name
Dublic/Commercial — Describe Use
Block #
City of
State Owned — Describe Use
Village of
CSM Number
2351 V13 P330
DT°'of Russell
IIL. ype of(POW�TS1P.,ertnit: ; Cheick eitUr "New" or?"Re'laeeciiet t �and:other a lice 'legion lie e�A:
. i l p , '� 4p
-_'lica�b{�
krone box�onilik"p.lip. ��p�ete hnexG;,�f
p
�..a 2... - 3I .E.-.� YE ' �
iii
.
A.
New System
IIIReplacement System
❑Other Modification to Existing System (explain)
Additional Pretreatment Unit (explain)
B.
❑Holding Tank
ZIn-Ground
IAt-Grade
Mound
jlndividual Site Design
Other Type (explain)
(conventional)
C.
❑ Renewal Before
❑Revision
Ochange of Plumber
Transfer to New Ownerr
Previous Permit Number and Date Issued
Expiration
NA
IV. Dis ersaICrtrnentjArei;andfTanklI≥tforrta
toff .: '` '� ; _�_ , .L
t 3
Design Flow (gpd)
Design Soil Application Rate(gpd/sf)
Dispersal Area Required (sf)
Dispersal Area Proposed (sf)
System Elevation
300
0.7
429
452
95.5
Capacity in
Total
# of
Manufacturer
Tank Information
Gallons
Gallons
Units
o .
•V
New Tanks
Existing Tanks
c
aU
to
GS
wC7
i�r
Septic or Holding Tank
750
750
1
Superior Precast
LJ
Q
Dosing Chamber
11111
II
EJ
a
t' yK 4: .i' ..i �l:'+.:.-.;: >-i> � ',r 1� .�.
V,,Rb" s bi t St to etlt =Ithe�unde 1 n
p�.�� tell._:. ln rs, g„ea, as"sfinelrespon ttyEfar�nsFatlaHon,ol)the�POW,LTS�shon3ott}e
�• .1' .t.,,. :a:__«,�
-.r
afchedl�ats.�
r:`-' 3--^ - —e sr -r
{.
Plumber's Name (Print)
Plumber's Signature
MP/MPRS Number Business Phone Number
Jason Kuettel
675751 715-798-3355
Plumber's Address (Street, City, State, Zip Code) '
PO Box 66 Cable, WI 54821
VI:County/,D,epartmm`enUse Only , ( ,,
Approved
❑ Disapproved
Permit Fee
$
Date Issued � L
Issuing A Si tore
❑ Owner Given Reason for Denial
� ^
y
//237/, '½4'
Conditions of Approval/Reasons for Disapproval
e% c&d. £4
Attach to complete plans for the system and submit to the County only on paper not less than 8 I/2 x 11 inches in size
SBD-6398 (R. 02/22)
PAGE 1OF4
In -Ground Gravity Plan
Index & Cover Sheet
Component Manual Design References:
In -Ground Soil Absorption for POWTS Version 2.1 (May 2022- 7.}�=1 QED
Pg1of4
Pg2of4
Pg3of4
Pg4of4
Attachments:
MAR 272026
Index & Cover Sheet Sayfield Co.
Plot Plan Planning ar,:i ? _:i nn t ency
Dispersal Area Cross -Section & Plan View
Management Plan
POWTS Application for Review
Soil Evaluation Report & Site Map
Project Name I Description
Fremouw 2 -Bed
Owner Name(s): Gregory & Annalora Fremouw
Owner Address: 327 20th Ave. Menomonie, WI
Project Address: 1755 Buchman Rd. Barnes, WI
Govt. Lot: _
Township: Russell
1/4 of
Project Parcel ID #: 39338
Designer Name: Jason Kuettel
Phone: 715 _441 .7187
Zip: 54751
1/4, Section 35 , T51 N -R 04
County: Bayfield
Designer Information
Designer Address: PO Box 66 Cable, WI
E-mail: tim@andryras.com
License Number: 675751
Remarks:
Euor W u
Phone: 715 _798
Zip: 54821
-3355
This space reserved for approval stamp.
Signature: Date:
Original signature required on each submitted copy.
Owner Information•
Name: 1regoryAtIen Fremo iw
Location: 335.T51N.R04W
Township: Russell
County: Bayfield
Address: 88680 Glacial Shores
1"= 40'
BM=100: Nail w/ribbon on the base of tree near Bi
T
MAR 277026
Bayfield Co.
Planning v� ' — '',� ;:;er.cj
B1=
B2 = X7.07
B3 = 88.35
Lake=
Only in Tested Area
IN -GROUND GRAVITY DISPERSAL AREA
Uniform Elevation Trenches with Quick4 Standard -W Chambers
3 -ft Trench (down -sizing credit) rE�tlJtti
SOIL COVER
12"
min. trench
depth
(typical)
tIAR 277026
Bayfietd Cr)_
.,.,gib -f
min. 12
(typical)
Lilt Hi.,
(dPical) •'.• ..
System Elevation = 95.5
(typical)
Septic Tank(s) Manufacturer.
Superior Precast
Septic Tank(s) Volume(s):
750 gal gal gal gal
Effluent Filter Manufacturer.
Orenco
Effluent Filter Model #: FT -0822
TYPICAL TRENCH
CROSS SECTION VIEW
(No Scale)
i0
Quick4 Standard -W
w/ End Cap (Show location of inlet / outlet pipe connection on plan view.)
(typical)
r------------/--------��----
I- B= 46 ft
(typical)
INSTALL PER TRENCH:
11 Quick4 Std -W @ 20 ff EISA/chamber = 220 ft--
+ 1 Pairs of end caps @6 ft2 EISA/pair = 6 ft'
= Proposed EISA per trench = 226 ft'
Provide minimum 3 ft
separation between trenches.
Observation Pipe
(typical)
Install per manufacturers
/ instructions.
TYPICAL TRENCH
PLAN VIEW
(No Scale)
TA=3.0ft
(typical)
`Quick4 Standard -W Chamber
(typical)
(mfd by Infiltrator Systems, Inc.)
Install pursuant to manufacturer's instructions.
Required Infiltration Area = 429 ft2
Distribution Method:
x 2 trenches = Proposed Total EISA = 452 ft2 branched manifold
D
m
W
O
m
PAGE 4 OF 4
In -ground Gravity Management Plan
IMPORTANT:
The owner of this in -ground gravity system shall be responsible for its perpetual operation and maintenance pursuant to
requirements of SPS 382-384, Wisc. Admin. Code. Pursuant to SPS 383.52 (2), Wisc. Admin. Code, this system shall
be considered a human health hazard if not maintained in accordance with this approved management plan.
Furthermore, all inspection and maintenance activities shall be performed by a registered POWTS Maintainer in
accordance with SPS 383.52 (3), Wisc. Admin. Code.
Maximum Dispersal Area Operating Limits:
Design Flow =
300
gpd; BOD5 5 220 mgL"1; TSS ≤ 150 mgL 1; FOG ≤ 30 mgL-1
Inspection Checklist INSPECT EVERY 3 YEARS
o type of use
o age of system MAR ?_. l 20L6
o nuisance factors (i.e. odors, user complaints, etc.) Bavfi.-id Co.
o mechanical malfunction (i.e., pumps, valves, switches, floats, etc.)
o material fatigue (i.e., leaks, breaks, corrosion, etc.)
o solids volume in anaerobic treatment tank(s) and any distribution appurtenance(s) (i.e., distribution / drop boxes)
o neglect or improper use (i.e., exceeding design capacities, prohibited activities, etc.)
o extent of ponding in distribution cell prior to dosing
o dosing irregularities - if applicable (i.e., pump re -cycling, float switch settings, etc.)
o electrical components - if applicable (i.e., wiring, connections, switches, controls, timers, alarms, etc.)
o distribution lateral or lateral orifice plugging (measure lateral distal pressure — compare to design specification)
o surface discharge of effluent or sewage back-up into structure served
Maintenance Checklist MAINTAIN EVERY 3 YEARS (or when necessary)
o Septic and dose tank(s) shall be pumped by a certified septage servicing operator licensed under s. 281.48 Wis.
Stats. when the volume of solids in the tank(s) exceeds one-third (1/3) the liquid volume of the tank(s) or
as required by local ordinance. Disposal of contents shall be pursuant to NR 113, Wisc. Admin. Code.
o Effluent filter(s) shall be inspected every 3 years and shall be cleaned when necessary to remove any
accumulated solids according to manufacturer's specifications. A servicing period will always be greater than 12
months.
System maintenance reports shall be submitted to the proper local government unit in accordance with
SPS 383.55 Wisc. Admin. Code. Report any component failure or malfunction to:
Name of individual or company: Andry Rasmussen & Sons
Local government unit: Bayfield Co. Zoning
Local government unit address:
117 E 5th St. Washburn, WI
Phone: 715-798-3355
Phone: 715-373-6138
ZIP: 54891
Any defective part of this system shall be repaired, replaced, or removed pursuant to SPS 383.51 (1), Wisc. Admin.
Code. Repair or replacement of failed or malfunctioning components shall comply with SPS 383, Wisc. Admin. Code.
No product for chemical or physical restoration of the POWTS may be used unless approved by the department in
accordance with SPS 384, Wisc. Admin. Code.
Contingency Plan
In the event that any failed treatment component of this POWTS cannot be repaired, it shall be replaced pursuant to
a plan submitted to the appropriate agency for review and approval. A failed in -ground dispersal component may be
abandoned and replaced by a code -complying dispersal component in a pre -determined area of suitable soils.
System Abandonment
If use of this POWTS is discontinued, it shall be abandoned in accordance with SPS 383.33, Wisc. Admin. Code.
SEPTIC TANK CROSS SECTION AND S?ECr; iCa
..TIGI.IS
Sct,40 PVC INSP. PTDE 6 " MINA ABOVE G ;DE.
(he,n tnl e-4- 'tna-4��i�`e. �s b.urtza ' �o� s,�
APPROVED
/FINISHED 7GRADE MANHOLE
W / L d-
•
.4 tr Mr�1
18" 11N.
I rJ LET
OUTLET
O FILTER,wy�.u'� L
APPROVED MFG. UI rnCo
PIPE 3 ' MAR 272026
ONTO SOLID model # --T0$≥2
R TI ! E3avtielcf Co.
SV L 1. :�lurilin't
ii
• 'j
3" APPR�'V `D BEDDING UHD-ER TM K
PEC.I F ICATI'O.N S
! EPT c
TEAK M A. U.E, ACTU R Ems:: SV P L (NLr
Tt,tIK S & iES: S==T1C ?5(5 GAL.
NOTES:
SS -do -7l`$
Private Sewage System Maintenance Agreement
Owner(s) Name
&T e e r' Alleen
F/1pic'v
Owner(s) Mailing A ress
3 eNo,c,1mN 1 c,
Site Address
9 6s0 6t/3cm nz J)/4J ehrFiee ,
Tax ID# 39 33'8
As owner, I (we) do hereby certify the private sewage system will be installed in
accordance with the certified soil tester's report and approved plans and specifications
on file with Bayfield County Planning and Zoning Department. The system will be
operated in such a manner as to meet the designed plans. I (we) agree to maintain said
private system at the below listed location In accordance with rules established in the WI
Adm. Code, as from time to time amended. (COMPLETE Legal Is required)
114 of 1/4 Section 3 S Township S % N. Range 0L/ W.
Additional Legal Description:
Town of ,2'i5 k -L (Acreage) Z • 3 Z Gov't Lot
Lot Block Subdivision
Lot Z- CSM # mss) Vol. Li.. Page 3f U CSM Doc # 2OZ`t iZ •• Co3 8994
DOCUMENT NUMBER
2026R-6 1 1 576
DANIEL J. HEFFNER
REGISTER OF DEEDS
BAYFIELD COUNTY, WI
RECORDED
03/27/2026 AT 2:40 PM
RECORDING FEE: $30.00
PAGES: 1
Recording Area
Return To:
Planning and Zoning cir t91+ftIVED
lIA302026
3 3%
3 0 2026
Pia
In -ground gravity ❑ In -ground dosed ❑ In -ground pressure distribution Sewage System:
O Mound ❑ At -grade Sewage System ❑ Other
Septic Tank (system types A through E): The septic tank shall be pumped by a certified septage servicing operator within three (3) years of the date of
installation and at least once every three (3) years thereafter unless, upon inspection by a licensed master plumber or other person authorized to make
such inspection, the tank is found to have less than one-third (113) of the volume occupied by sludge and scum.
Pump Chamber (system types B, C, D, and E): The pump chamber shall also be rinsed and pumped out when the septic tank is serviced as provided
above. The switches and pump controls shall also be Inspected and maintained to ensure operability of said components.
Septic Tank Effluent Filter (system types A through E): The septic tank effluent filter shall be inspected and maintained as necessary and in accordance
with manufacturer's specifications. Filter maintenance reports shall be submitted to the County as required by SPS 383.55, Wis. Adman. Code.
Private Sewage System Dispersal Cell (system types A through E): The private sewage system distribution cell shall be visually inspected by a certified
septage servicing operator, POWTS Inspector, or licensed master plumber within three (3) years of the date of installation and at least once every three
(3) years thereafter to determine whether wastewater or effluent from the system is ponding on the ground surface.
Mounds, At -grade, and In -ground Pressure System Laterals (system types C, D and E): The laterals shall be flushed out and swabbed if needed when
the wastewater distribution cell component is inspected as provided above.
Owner(s) agree that failure to comply with this agreement will result in action being taken to pay all charges and costs incurred by Bayfield County for
inspection, pumping, hauling, or otherwise servicing and maintaining the private sewage system tank in such a manner as to prevent or abate any
human health hazard caused by the system. Bayfield County shall notify the owner of any costs which shall be paid by the owner within thirty (30) days
from the date of notice. In the event the owner does not pay the costs within thirty (30) days, the owner specifically agrees that all the costs and charges
may be placed on the tax roll as a special assessment for the abatement of a human health hazard, and the tax shall be collected as provided by law.
The terms and conditions of the agreement shall be binding upon and inure to the benefit of all current and future owners of such property.
Owner(s) Name(s) — Please Print
Subscribed and sworn to before me on this date: G.
6&C9(1 V AUi/V l^R/YIC�U4J
1� �► :'..
I7[,9jJ t10TARY
Notarized Owner(s) — Signature(s)
Nota tic .. *
7'ZIJiJ' . PUBLIC
? � � . ,•'
y ion Expir s: a1 i/rF pfi
1'�ISCO
Drafted 6y: Iii _944L. Date:
y.
Proofed by:
informs/sanitary/septicmaintenceagreement
Revised July 2020
Soil Evaluation Report SO0L TEST # A-
Wcon5InDepartmettotSafetyand ProtessConatSeMses
Attach complete site plan on paper not less than 8Y2 X 11 inches in size. Page: 1 of 6
Plan must include but not limited to: Vertical and horizontal reference
County:
point (BM), direction and percent slope, scale or dimensions, north arrow,
B, ayfeld
Parcel I.D.
location and distance to nearest road.
Please Print All Information
39338
Personal information you provide may be used for secondary purposes.
Re iew B
Date•
(privacy Law,s.15.04(1)(m)).
?�
/f %l
Property Owner.
Property Location
Gregory Allen Fremouw
S35,T51 N,R04W
Property Owners Mailing Address:
Site Address or CSM and Lot #
327 20th Ave
88690 Glacial Shores
City
IState
I Zip Code
Phone Number:
Town
Nearest Road:
Menomonie
I WI
I 54751
A
Russell
Glacial Shores
Number of Bedrooms: 2
F New J Residential Code derived design flow rate: 3O0
Flood Plain if applicable
Replacement r Public or Commercial- Describe: RED N W
MAR 2 7
Parent Material: Outwash Flood Plain if Applicable: 0 ��
13ay1ield Cc
P! onl:�q :i
General Comments & Recommendations:
System Elevation: 95.5 Load Rate: 007 Elevation Range: 92.87 To 95.57
Boring #1 i-� Bor. pit Ground surface Elev: Depth to Limiting Factor:
Soil Application Rate:
98.2 Ft. 100 In. Elev. 89.87 ft
Horizon
Depth In.
Domm.Color
Redox Description
Texture
Structure
Consistence
Boundary
Roots
GPD/ft2
*Eff#1
Eff#2
Munsell
Qu. Sz. Cont. Color
Gr.Sz.Sh.
1
0-6
7.5YR2.5/1
NIA
SL
2MSBK
MFR
CS
3CO
0.6
1.0
2
6-12
7.5YR4/6
N/A
LS
0SG
ML
CS
3F
0.7
1.6
3
12-100
7.5YR4/4
N/A
MS
0SG
ML
N/A
2F
0.7
1.6
4
5
6
7
Boring # 2 rr Bor.F Ground surface Elev: Depth to Limiting Factor:
pit
Soil Application Rate:
97.07 Ft. 115 In. Elev. 87.49 ft
Horizon
Depth in.
Domm.Color
Redox Description
Texture
Structure
Consistence
Boundary
Roots
GPD/ft2
*Eff#1
Eff#2
Munsell
Qu. Sz. Cont. Color
Gr.Sz.Sh.
1
0-16
7.5YR2.5/1
N/A
SL
2MSBK
MFR
CS
3CO
0.6
1.0
2
16-18
7.5YR4/6
N/A
LS
OSG
ML
CS
3F
0.7
1.6
3
18-115
7.5YR4/4
N/A
MS
0SG
ML
N/A
2F
4_6
4
5
6
7
*Effluent
#1 = BOD 5>30
a 220 mg/! TSS>30 < 150
*Effluent #2= BOD 5< 30 mg/1 and TSS
30 mg/1
CST Name (Please Print)
Si at
CST Number: 877598
Mark S. Thompson
Address: 12006 N US Hwy 63
Dat u nducte
Telephone Number
Hayward, WI 54843
Thursday, March 5, 2026
715/699-4081
SBD-8330 (R04/21)
ILs
Property Qwner. Gregory Allen Fremouw Parcel I.D. 39338 Page: 2 of 6
Boring # 3
Pit Ground surface Elev: Depth to Limiting Factor:
Bor v 98.35 Ft. 120 in. Elev. 88.35 ft
Soil A Rate
pp
Horizon
Depth In.
Domm.Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr.Sz.Sh.
Consistence
Boundary
Roots
GPD/ft2
*Eff#1
Eff#2
1
0-12
7.5YR2.5/1
N/A
SL
2MSBK
MFR
CS
3CO
0.6
1.0
2
12-26
7.5YR4/6
N/A
LS
0SG
ML
CS
3F
0.7
3
26-120
7.5YR4/4
N/A
MS
0SG
ML
N/A
2F
0.7
1.6
4
5
6
7
Boring # 4
t Ground surface Elev:' Depth to Limiting Factor:
�" Bor Pit0 Ft. 0 In.
Soil A Rate
App.
Horizon
Depth in.
Domm.Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr.Sz.Sh.
Consistence
Boundary
Roots
GPD/ft2
*Eff#1
Eff#2
1
3
5
6
P1annirty
yrn� �Lo.
rrc+ 2:iin Aa
ncv
7
Boring # 5
Bor v At Ground surface Elev: Depth to Limiting Factor:
r0 Ft. 0 In.
Soil App. Rate
Horizon
Depth In.
Domm.Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr.Sz.Sh.
Consistence
Boundary
Roots
GPD/ft2
*Eff#1
Eff#2
1
2
3
4
5
6
7
Boring # 6
Bore Pit Ground surface Elev: Depth to Limiting Factor:
0 Ft. 0 In.
Soil App. Rate
Horizon
Depth In.
Domm.Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr.Sz.Sh.
Consistence
Boundary
Roots
GPD/ft2
*Eff#1
Eff#2
1
2
3
4
5
6
7
*Effluent #1 = BOD 5>30< 2 20 mg/l and TSS>30 < 150mg/1 *Effluent #2= BOD 5< 30 mg/l and TSS < 30 mg/l
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access
services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777
SBD.8330(RA7100)
Soil Profile Sheet Page: 3 of 6
Owner: Gregory A[len Fremouw Solt Tester: Mark S. Thompson
System Elevation: 95.5 Load Rate: 0.7 System Elevation: 92.87 To 95.57
101 Ba
100 --------------
99
98
-------
--
4.Z
96 NN - 96.18
94 ------------
93
92 --------------
91 ---------------
91.35
90
88 --------------
98135
86
85
84
83 ----------
82 ---------------
81 --------------
79 ---------------
101
B;
•100
99
98
--------------- s8.a2
97
---------
96
94
---------------
93
------ ------
_-
---
92.87
92
--------------
91
---------------
90
$.g.87
89
88
--------------
87
86
---------------
85
84
83
82
--------------
81
-------------
80
79
_
101 92
100
99 System
Elevation
98
QZ
12
------------ 95.57 $
95
---- --- 01
MAR 27 2026
92
---------
Sayfield Co_
Pin!r Ei:. _'::,, .gig Agency
91
90
90.49
89
88
87
87.49
86
85
84
83
82
81
80
79
Owner Information:
BM=100: Nail wlribbon on the bas of tree near R9
✓
Lace:
Ggo yAllen Fr
tr
mow
I1*
Location: S35.T51N.R04W
Township: t
B1=
≥3$.2
County: etd
B2 =
97_07
Address: 88650 Glacial Shor
a
B3=
98=35
Lake=
CST: Mark S. Thom son
71 599O8
"" - �. +�'• � 1 Tom.
MAR 272026
Bayf:^ici Co.
nine
1°= 40' Only in Tested Area
BAYFIELD COUNTY
SANITARY PERMIT (#04)-26-25S
STATE SANITARY PERMIT
OWNER: GREGORY ALLEN FREMOUW
GOVT LOT: LOT: 2 BLK:
CSM: 2351 V13 P330
1/4 1/4 SEC: 35, T 51 N, R 4
TOWNSHIP: Russell
SOIL TEST: 19-26
NEW SYSTEM
SYSTEM TYPE: Non -Pressurized In -Ground
PLUMBER: JASON KUETTEL
TRACY POOLER DATE: 4/2/2026
Authorized Issuing Officer
CHAPTER 145.135(2) WISCONSIN STATUTES
a. The purpose of the sanitary permit is to allow installation of the
private sewage system described in the permit.
b. The approval of the sanitary permit is based on regulations in force on
the date of approval.
c. The sanitary permit is valid and may be renewed for specified period.
d. Changed regulations will not impair the validity of a sanitary permit.
e. Renewal of the sanitary permit will be based on regulations in force at
the time renewal is sought, and that changed regulations may impede
renewal.
f. The sanitary permit is transferable.
History: 1977 c. 168; 1979 c. 34,221; 1981 C. 314
Note: If you wish to renew the permit, or transfer ownership of the
permit, please contact the county authority.
PREVIOUS PERMIT #:
LICENSE: # MP 675751
Condition: Properly Maintain System Per Recorded Agreement
THIS PERMIT EXPIRES 4/2/2028
POST IN PLAIN VIEW
MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION