HomeMy WebLinkAbout22-120SRECEIVED
AUG 26 2022
Bavfield Co.
Department of Safety
& Professional Services,
Industry Services Division
County
BAYFIEI.D
Sanitaiy Pennit Number (to be filled in by Co )M-^S
Plai 3eftcy.. * - r_^-;rmit
In accordance with SP.S 383.21(2), Wis. Adm. Code, submission of this fomi to the appropriate govcmmental unit
is required prior to obtaining a sanitary permit, Note: Application forms for state-owned POWTS are submitted to
the Department of Safety and Professional Services. Personal information you provide may be used for sccondaiypuiposes in accordance with the Privacy Law, s. 15.04( 1 Xm), Stals
State Transaction Number
NA
1. Application Information - Please Print All Information
Project Address (ii'djfTerent than maUuig address)
OEORGE LAKK DRJVB
Property Owner's Name
LAUR1I; MAY KOHLF.R
Parcel* ^fif. If 0%^
04-004-2-45-09-18-400-264-21000
Propeny Oum-r's Mailing Address
19181 130THSTRE1H-
City. State
BLOOMER, Wl
Zip Code
54724
II. Type of Building (check all that apply)
St I or 2 Family Dwelling-Number of Bedrooms
D Public/Commercial - Describe Use
D State Omcd - Describe Use
Phone Number
715-828-3233
Lot»
Property Location
Govt. Lot NA
'/<. Sl; •/,. Section IS
forWr 45 N R °9
61
Blockff
Subdivision Name
REDFOXS AUUN TO POTAWATUMI
NA
CSM Number
NA
D City of.
a Village of
D Town of BARNES
in. Type of POWTS Permit: (Chick either "New" or "Replacement" and othtr applkablc on Mne A. Check ofone box on line B. Compkte line (
applicablr.)A
Syst^n
New Replacement System
(explain)
Other Modification to Existing System a Additional Pretreatmcnt Unit (explain)
B.D Holding Tank O&n-Oruunil
(conventional)
D AI-Grade D Mound D Individual Site llesign D Olher Type (explain)
f.a Renewal Before
Expiration
D Revision D Change of Plumber D Transfer lo New Owner!Ust Previous Permit Number and Date Tssucd
IV. DispenaVTreatment Area and Tank Information:
Design Flow (gpd)
450
Design Soil Application Ratc<gpd/st')
0.7
Dispersal Area Required (sf)
64286
Dispeisal Area Proposed (s0
d52
System Elevation
95 00 FT.
Tank Information
Capacity in
Gallons
New Tnnks Existing Tanks
Total
Gallons
H of
Unite
Manufacturer 51
£ 0
Septic or Holding Taiit l,fl60 1.060 INHLTRATOR
Dosing Chamber
V. Rcspomibility Statement- I, the andtnigncd, •unme rupoiuibility for initiUition of Ike POWTS show on the rtfchcd plans.
Plumber's Name (Print)
Kli) TH HAKINGS
number's ;ijgna}ure
•W-- '"x!^,^^
MP/MPRS Number
224037
Business Phone Number
715-579-2S56
Plumber's Address (Street. City, Slalc, Zip Code)
10182 178TH STREET. BLOOMER, WI 54724 T
VI, Counly/Dcpartment Ii»c Only^L/Approved D Disapproved
D Owner Given Reason for Denial
Pcmiit Fee'WOT W-3S.'Date Issued //^7/? ^^
Conditions ofApproval/Rcasons for Disapproval
&nri
At«*c»lounnplcttpl»B»fcrlktiy3ltinuN)rkBiltot»eCoMi'lyjufyonp«pcrnolla»dwn»l/!i tt mchniniat
SBD-6398 (R. 03/22)
^D awji ^.- ^-<^8^^^
^" Iv
^ /.-;
« :.-v
'^
..I;
'X-
Private Sewage System Maintenance Agreement
Owners) Name
LA^W MAY -T^H^ ^ 0(LiA [c^
Owners) Mailing Address
\ci[^[ \^C^^\ ^LO^OS, UL ->47^
Site Address
(S-bC^s i.^&. DHVS
Tax ID #
As owner, I (we) do hereby certily the private sewage system wilt be installed in
accordance with the certified soil tester's report and approved plans and specifications
on file with BayfieM 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 betow listed location in accoretance with mlas astablished in th» W)
Adm. Code, as from time to time amended. (COMPLETE Legal Is required)
_1/4 of _5£_1/4 Section I<S Township ^c^ N. Range £/-/w.
Additional Legal Description:
Town of T V\\^\)£A (Acreage)Gov'l LotWK"Lot U ^^ Block N^ Subdivision KE&^e^;. AE»^ TU P^Atu,<i(:Al<
Lot .CSM#.Vol..Page — CSMDoc#.
!l!ilHPUhli|!|HUIHi
-^- ^ -Q - ^ - ^- p- ^-^ ..g- .g ^ -Q-g . - -^ ^
2022R-596103
DANIEL J. HEFFNERBAYFIELD COUNTY, WIREGISTER OF DEEDS08/26/2022 11:29AMTF EXEMPT #:RECORDING FEE: 30.00
PAGES: 1
Recoiding Area
Return To:
Planning and Zoning Department
In-ground gravity
D Mound
D In-ground dosed D In-ground pressure distribution Sewage System:
D At-grade Sewage System Q 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 teast 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 tess than one-third (1/3) o( the volume occupied by sludge and scuin.
Pump Chamber (system types B, C, D, and E): The pump chamber shall also be rinsed and pumped out when the septfc tank fe serviced as provkled
above. "Pie switches and pump controls shall also be inspected and maintained to ensure operabilrty of sakt components.
Seotic Tank Effluent_Fi!tei_(system types A through E): Ttie septic tank effluent filter shall be inspected and maintained as necessary and in accordance
with manufacturer's specificattons. Filter maintenance reports shall be subnutted to ths County as required by SPS 383.55, Wis. Admin. Code.
Private Sewage System DisoersaLCelUsystem types A through E): The private sewage system distributkxi cell shall be visually inspected by a certified
septage servicing operator, POWTS inspector, or licensed master plumber within three (3) years of the date crf installatkin and at toast once every three
(3) years thereafter to determine whether wastewater or effluent from the system Is ponding on the ground surface.
Mounds. At-arade. and IrMinxind Pressure System Latwate (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.
Owners) agree thai failure to comply with this agreement will resurt hi action being taken to pay all charges and cosls mcurod by SayfieW County for
inspection, pumping, hauling, or othwwise swvfcmg and maintaining the private sewage system tank in such a manner as to prevent or abate anyhuman health hazard caused by the system. Baytield County shall notify the owner of any costs which shall be paid by Ihe owner within thirty (30) days
from (he date of notice. In the event tf» owner does not pay the costs within thirty (30) days, the owner spedfvally agrees that aU 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 bo 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.
Ownerfs) Name(s) - Please Print .
)^iAn€. \^e^\\tf
Notarized Owner(s)- Signatures)1"^)"'""'
Subscribed and sworn to before me on this date:
^ M)^ /<' •^\
My Commission Expires:
Drafted by A'VA^' 'Jl} H^^'f"\ Date: !</- /"-4. Sy:.:.-./.
6; M)^y
Proofed by:' '\ \
u/fom's/sanllary/seplicmaintenceagrtemenlRevised July 2020
Wisconsin uepanmem or sareiy ana ^roressionai servicesDivision of Industry Services
SOIL EVALUATION REPORt.
^age i or ^
RE(
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 infonnation you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)). ^
CountyBAYFIELD 'AUG 29 im
Parcell.D. -^^^07,1. _ Bayfield Co.
04-004-2-45-09-18-400-264-21 dSOnning and Zoninfj A<j<;nJ
Reyiey^d b^^ . . Date.^KlWWV \ %0^-
Property OwnerUur^ kff^/^Property Location
Govt. Lot % SE y< S 18 T 45 N R 9
D
E (or) W
Property Owner's Mailing Address
10184 CO HWYC
Lot #
61
Block #Subd. Name or CSM#
REDFOXS ADD'N TO POTAWATOMI
City
BLOOMER
State
Wt
Zip Code
54724
Phone Number
(715) 828-3233
City D Village [3 Town
BARNES
Nearest Road
GEORGE LAKE RD
New Construction Use: ^ Residential/ Number of bedrooms 3 Code derived design flow rate 450 GPD
[3 Replacement D Public or commercial - Describe:
Parent material GLACIAL OUTWASH Flood Plan elevation if applicable n. a. ft.
General comments and recommendations: RECOMMEND A SYSTEM ELEV BETWEEN 94.5' & 96.0'
Boring #D Boring
Pit Ground surface elev. 98.5 ft.Depth to limiting factor 105+ in.
Horizon
1 -
2
3
4
5
6
Depth
In.
0-4
4-34
34-56
56-86
86-95
95-105
Dominant Color
Munsell
7.5YR 2.5/2
7.5YR 5/6
7.5YR4/6
7.5YR 5/4
7.5YR 5/4
7.5YR 5/4
Redox Description
Qu. Az. Cont. Color
Texture
Is
s
s
s
grs
s
Structure
Gr. Sz. Sh.
Osg
Osg
Osg
Osg
Osg
Osg
Consistence
ml
ml
ml
ml
ml
ml
Boundary
gw
dw
dw
gw
gw
Roots
2f
1 co
Soil Application Rate
GPD/Ft2
*Eff#1
0.7
0.7
0.7
0.7
0.7
0.7
*Eff»2
1.6
1.6
1.6
1.6
1.6
1.6
Boring #D Boringislpit Ground surface elev. 99.8 ft.Depth to limiting factor 101+ in.
Horizon
1
2
3
4
5
Depth
In.
0-5
5-33
33-38
38-40
40-101
Dominant Color
Munsell
7.5YR 2.5/2
7.5YR 5/6
7.5YR 4/6
7.5YR 4/4
7.5YR 5/4
Redox Description
Qu. Az. Cont. Color
Texture
Is
s
s
Ifs
s
Structure
Gr. Sz. Sh.
Osg
Osg
Osg
Osg
Osg
Consistence
ml
ml
ml
ml
ml
Boundary
gw
dw
gw
gw
Roots
2f
1m
1m
Soil Application Rate
GPD/Ft2
*Eff#1
0.7
0.7
0.7
0.5
0.7
*Eff#2
1.6
1.6
1.6
1.0
1.6
* Effluent #1 = BOD, > 30 < 220 mg/L and TSS > 30 S. 150 mg/L * Effluent #2 = BOD
CST Name (Please Print)
CHRIS FREDERICKS
Address
499 4 1/2 Ave, Clayton, Wl 54004
Signature/-^ ,. ^2^fez^>^—^
Date EvaluatiofTConducted
8/1/2022
> 30 ^ 220 mg/L and TSS > 30 & 150 mg/L
CST Number
71618
Telephone Number
715.419.0127
SBD-8330 (R04/15)
pd f'^ ' CC- 0W^^
Boring #I uonng
Pit Ground surface elev. 98.6 ft.Depth to limiting factor 103+ in.
Horizon
1
2
3
4
5
Depth
In.
0-4
4-28
28-38
38-46
46-103
Dominant Color
Munsell
7.5YR 2.5/2
7.5YR 5/6
7.5YR 4/6
7.5YR 5/4
7.5YR 5/4
Redox Description
Qu. Az. Cont. Color
Texture
Is
s
s
grs
s
Structure
Gr. Sz. Sh.
Osg
Osg
Osg
Osg
Osg
Consistence
ml
ml
ml
ml
ml
Boundary
gw
dw
dw
gw
Roots
2f
1m
1m
Soil Application Rdte
GPD/Ft2
*Eff»1
0.7
0.7
0.7
0.7
0.7
*Eff#2
1.6
1.6
1.6
1.6
1.6
Boring #D BoringD Pit Ground surface elev.Depth to limiting factor in.
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
Pit Ground surface elev.Depth to limiting factor _ in.
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
*Ef?1 *Eff#2
* Effluent #1 = BOD, > 30 <, 220 mg/L and TSS > 30 S 150 mg/L * Effluent #2 = BOD, > 30 <. 220 mg/L and TSS > 30 £ 150 mg/L
<& n
?>;-!
s^'i^:
l*:3-\^
s?•^ -»^£- ——
t -"»t
.5
^
>-0'^.o ,a»'ft^~
^^^
c»0
<s
In-Ground Gravity Plan
Index & Cover Sheet
Component Manual Design References:
In-Ground Soil Absorption for POWTS Version 2.1 (May 2022-2027)
Pg1of4
Pg2of4Pg3of4
Pg4of4
PAGE 1 OF 4
/
RECEIVED
AU626Z022
Index & Cover Sheet
Plot Plan
Dispersal Area Cross-Section & Plan View
Management Plan
Bayfield Co.
Planning and Zoning Agency
Attachments:Enclosures:
POWTS Application for Review
Soil Evaluation Report & Site Map
Project Name / Description
Owner Name(s): LAURIE MAY KOHLER _ Phone: 715.828-3233
Owner Address: 19181 130TH STREET, BLOOMER, Wl zio: 54724
Project Address: GEORGE LAKE ROAD
Govt. Lot: _NA_
Township:
1/4 of SE 01/4, Section 18 , T 45 N-R 09 E D or W [•]
BARNES _ County: BAYFIELD
Project Parcel ID #: 04-004-2-45-09-18-400-264-21000
Designer Information
Designer Name: MARY JO HUPPERT _ phone: 715.426. 1775
Designer Address: 25720 FIREFLY LANE, WEBSTER, Wl zip: 54893
E-mail: holtjsterdesign@outlook.com _ i „ ^.';^i^l!.':"^^
License Number:
Remarks:
1859-007 '• ;0/,?;''^^
Signature:'(U^I^UU
Originaj^nature required drf each submitted copy.
/TOYJO'\*^; HUPP^T ;" |I { D1Q59 S |% \R{VER FALLS^ i\ \.~wr^7 jx$i*^/Da,M»'?%2
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ft
IN-GROUND GRAVITY DISPERSAL AREA
Uniform Elevation Trenches with Quick4 Standard-W Chambers
3-ft Trench (down-sizing credit)
1 SOIL COVER
Septic Tank(s) ManufacturerINFILTRATOR
1060 gal
LIFETIME
Septic Tank(s) Volume(s):
gal — gal
Effluent Filter Manufacturer
gal
Effluent Filter Model #:LT6
12"
mln. trenchdepth(typical)TYPICAL TRENCH
CROSS SECTION VIEW
(No Scale)
aa)
^C3
Quick4 Standard-W
w/ End Cap
(typical)
System Elevation = 95.00 ^
(typical)
(Show location of inlet / outlet pipe connection on plan view.)
Provide minimum 3 ft
separation between trenchesgs
&iN
t-03<0 ^><Q
FN305
r-s?0r-<?r~^
spn?'<m0
•--//-•
INSTALL PER TRENCH:
16 Quick4 Std-W @ 20 ff EISA/chamber =
Pairs of end caps @ 6 ft2 EISA/pair =
_^____.
B= 66 ft
(typical)
Observation Pipe(typical)
Install per manufacturei's
Instructions.
A =3,0 ft(typical)
TYPICAL TRENCH
PLAN VIEW
(No Scale)
450 GPD DIVIDED BY 0.7 LR =^Quick4 Standard:W Chamber
642.86 FT. 2 DIVmED BY 20 ^ by Infiltrator Sterns, Inc.)
EISA7UNFT =32.15 OR 32 install pursuant to manufacturer's instmctions.
i0mco0
= Proposed EISA per trench = ^
^— ftUNITSX4 FT= 128 FT.
_6 ftDF^IDED BY 2 = 64 FT.
13' X 66'
ft2 Required Infiltration Area = 642.86 ft2
^ trenches = Proposed Total EISA = (.^i ft2
Distribution Method:
branched manifold
IMPORTANT:
PAGE 4 OF 4
In-ground Gravity Management Plan
RECEIVED
The owner of this in-ground gravity system shall be responsible for its perpetual operation and maintenance |^U6u3r6t2022
requirements of SPS 382-384, Wise. Admin. Code. Pursuant to SPS 383.52 (2), Wise. Admin. Code, this system shah
be considered a human health hazard if not maintained in accordance with this approved mana9ementPl^gnnin(^i)^zOTCiogAomcy
Furthermore, all inspection and maintenance activities shall be performed by a registered POWTS Mainfamerln
accordance with SPS 383.52 (3), Wise. Admin. Code.
Maximum Dispersal Area Operating Limits:
Design Flow = 45° gpd; BODs ^ 220 mgL-1; TSS S 150 mgL-1; FOG ^ 30 mgL-1
Inspection Checklist INSPECT EVERY 3 YEARS
o type of use
o age of system
o nuisance factors (i.e. odors, user complaints, etc.)
o mechanical malfunction (/.&, pumps, valves, switches, floats, etc.)
o material fatigue (/.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 (/.&, exceeding design capacities, prohibited activities, etc.)
o extent of ponding in distribution cell prior to dosing
o dosing irregularities - if applicable (/'.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 efftuent 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, Wise. 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 Wise. Admin. Code. Report any component failure or malfunction to:
Name of individual or company: KEITH HARINGS _ phone: 715- 579 - 2856
Local government unit: BAYFIELD COUNTY ZONING p^ne: 715-373-6138
Local government unit address: WASHBURN, Wl _ ZIP: 54891
Any defective part of this system shall be repaired, replaced, or removed pursuant to SPS 383.51 (1), Wise. Admin.
Code. Repair or replacement of failed or malfunctioning components shall comply with SPS 383, Wise. 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, Wise. 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, Wise. Admin. Code.
[ResetPage]
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S/3/22, 11:^9 AM Novus-Wisconsin Access rev. 12.0206
Real Estate Bayfield County
Property Listing
Today's Date: 9/8/2022
Si> Description
Tax ID:
PIN:
Legacy PIN:
Map ID:
Municipality:
STR:
Description:
Recorded Acres:
Calculated Acres:
Lottery Claims:
First Dollar:
Zoning:
ESN:
Tax Districts
1
04
004
041491
001700
l'*' Recorded Documents
Updated: 3/12/2019 SA Ownership
Property Status: Current
Created On: 3/15/2006 1:14:52 PM
Updated: 3/12/2019
4022
04-004-2-45-09-18-4 00-264-21000
004131903000
(004) TOWN OF BARNES
S18 T45N R09W
REDFOXS ADD TO POTAWATOMI LOT 61
IN DOC 2019R-576641 2217
0.459
0.459
0
No
(R-l) Residential-1
104
Updated: 3/15/2006
STATE
COUNTi/
TOWN OF BARNES
SCHL-DRUMMOND
TECHNICAL COLLEGE
Updated: 3/15/2006
a WARRANTY DEED
Date Recorded: 3/8/2019
63 CONVERSION
Date Recorded:
S3 WARRANT/DEED
Date Recorded: 9/7/2005
2019R-576641
501681 926-824
2005R-501681 926-824
LAURIE M KOEHLER
Billing Address:
LAURIE M KOEHLER
19181 130TH STBLOOMER WI 54724
BLOOMER WI
Mailing Address:
LAURIE M KOEHLER
19181 130TH ST
BLOOMER WI 54724
y Site Address * indicates Private Road
N/A
Property Assessment Updated: 10/4/2016
2022 Assessment Detail
Code Acres Land Imp.
Gl-RESIDENTIAL 0.460 3,200 0
2-Year Comparison 2021 2022 Change
Land: 3,200 3,200 0.0%
Improved: 0 0 0.0%
Total: 3,200 3,200 0.0%
1!*B* Property History
N/A
https://novus.bayfieldcounty.wi.gov/access/master.asp 1/1
BAYFIELD COUNTY SANITARY PERMIT (#04)-22-120S
STATE SANITARY PERMIT
OWNER: LAURIE M KOEHLER
GOVJiLOT: LOT: 61 BLK:
CSM:
SUBDIVISION: Redfoxs Add To Potawatomi
1/4 1/4 SEC: 18, T 45 N, R 9 W
TOWNSHIP: Barnes
SOIL TEST: 124-22
NEW SYSTEM PREVIOUS PERMIT #:
SYSTEM TYPE: Non-Pressurized In-Ground
PLUMBER: KEITH HARINGS LICENSE: # 224037
TRACY POOLER DATE: 9/19/2022
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.
Condition: PROPERLY MAINTAIN SYSTEM PER RECORDED AGREEMENT.
THIS PERMIT EXPIRES 9/19/2024
POST IN PLAIN VIEW
MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION