HomeMy WebLinkAbout25-8SR^-oo^s^ffl^
IndusUy Services Di\'ision
4S22 Madison Yards Wny
Madison. WI 5.^705
P.O. Box 730;!
Madi-.on, WI 53707
(.'oumyBayfield
Sdiiil.iry Pemiil Nunibtfr do be tilleil in >'y Cr )AT- ^
Sanitary Permit Application Stiite Tfiuu.iction NlUtiber
Ill .u'roitliUKc v.'ith Sl'S 3K^.Jli^t. \\'i^ Adiu. Code. subniissiuil of tins tunn to tin; apprdpn.ne 2o\'t:nuncntal unit
r. miuunl ptin tu ubl.unuie .1 ^.unt.m' pcmut. Note: Applicauon lonn'i tor sl.ite-owncd POWTS ace subuiilted 10
Ihe Dcpiiilitienl ut S.itcty ;iinl Protcsjiondl Scn'ices. Pcrsoual lufonnation yuu provide nuy be used tbr sCt'und.iQ'
purpo'ic-i in iii.'i.'orA'inre i.vnli tin: Priv>iry Law, s. 15.04( I Kin). Suis.
Projeci Aildreis (it'dit'fereul tlnui in.nline address)16855 St. Hwy13Herbster
I. Application Information - Please Print All Information
I'ropnty Owner':; N.uncMatthew & Tryst Anderson Parcel =11338
I'lopeity Owiit-r'-. Miiilnn! Aildre.-,..1471 140th St.
niv s.t,nc
New Richmond, Wl
Zip ( tklc54017
II. Typt of Building (check all that apply)
•|l 01 -' F.nuily Dv.'t-Uui.L' - Ninutier utBcdioouis 3
t'ublir.t.'ousisieici.ll - De-.cnlx-I.'ic
IStiilc On'ncd - UCATIIH: I'si:
Property Lor.idon
Ciuvl. Lot
Phone Nnnibcf651-468-1908
Lnl '
NEL_<sl_..s..,,,,ui
r50_ N ftT_gy,n.
Subdivi^fou NiUne
Block s
C SM Number
L'llvol
\ |\'illnge ot
l^ovvn of CLOVER
lit. Type ofPOWTS Permit: (Check either "New" or "Replacement" and other applicable on line A. Check one box on line B. Complete line C if,
applicable.)
• IN'cw .Sy-.lein D.cpl.n.'ciucnt 'iyaleili Hlicr Mothfic<»IluH lo Exislulff System (rxpliiui Ltldilional Pf<ftr<;nui><;ut I-'nn (expl.un)
B,IJHoldiii.a T.iuk nin-Grouutl
—Jcgai;gn50Ean~~
)JAI-Grade ID--Mound Individual Site Design lOtherType (expl.i
(.Renewal Birfuic
Expiratm
'lianee ot Plumber rausfcr to New Owner[List Previous Permit Number iind Dale Issued
IV. Dh{»«rsal/Treatment Area ami Tank Information:
Uc.sii.in Flow Igpdl450 DfMtfn Suil Appln'.ttion Ralc((lpd/'si'l
.7
Disper-xil Arc.) Requirnl (st)642 Dispnsal Area Proposeil (st'l678 Svslem EleViinon
100.5-101.5'
I,ink inti)nn.i(ii)ii
( apacity in
U.lllon-,
Nc» T.iul^EXiittUj,! r.Ut^-i
Toldl
dittliwa
flat'
t "Hits
Miinufaclurer
.^ e is.
Scptle »» HniJltli; T.ttJ:1000 Wieser Concrete
DOMUU I ll.uill>a A ^»
V. Responsibility Statement- I. tbr undfntgned, asium? icspoaitblUh' for Instnllation of the POWTS ihown on the ntlnrhcil plans.
('luiulw\ N<une (Print) I Plumber', SiBn.mu
Edward B. Redinger
Plinubi:!'-, Aililre.^ (Slrnl. Cny. Swtc. Zip t'ode)
1015 11th Ave. E. Ashland, Wl 54806
MP/MPR.S Kiunber221939 Business Phone Number
715-292-6670
VI, Cuuuty/D^partment V<x Only^Appiaveil U Oii.ippuivof
U t >\vnci <nvcu Rc,i^>n lut Dcutitl
Permit Fn
s ,35-
Dale l-isnrd iy\K>L\ Issuipc Ajisytl^ian.inir^ ^} C'/'v^./.^^hl^ ^^^^^/^^ /
C'tiixlitiuns oi ApprovnlRensons. for Disapproval
fifffl&^S 55^^/z^5/!^-^!D) I (g I 1 j
MAY 2 9 2025
Bayfie!d Co. Zoning Dept.
Ailurh >u n>ni|it»i<. (ilnni fur thr <MI<-ln nuil tulnull lu (hr C uuul.v oul.l un |inpn' nnl Iro than 8 1/2 i II lnrbft In liif
,SH])-(i.<'^(R.(».\22)
PAGE 1 OF 5
In-Ground Dosed-Gravity Plan
Index & Cover Sheet ^ p,,j^j ^ i^ j? f? !j<; ,^Component Manual Design References: ilJj E fe g !! l!;f ^ ,'f;)
u. zoning Depf
In-Ground Soil Absorption for POWTS Version 2.1 (May 2022f0p27)
MAY ^^
Pg 1 of 5 Index & Cover Sheet eayf/e/c' Q
Pg 2 of 5 Plot Plan
Pg 3 of 5 Dispersal Area Cross-Section & Plan View
Pg 4 of 5 Pump Tank Specifications
Pg 5 of 5 Management Plan
ir:
Attachments:
Pump Cun/e
Enclosures:
POWTS Application for Review
Soil Evaluation Report & Site Map
Project Name / Description
3 Bed System with lift - .7 Loading / stepped trenches
or W •
owner Name(s): Matthew & Tryst ANderson phone: 651 .468 .1908
Owner Address: 1471 140th St. New Richmond, Wl zip: 54017
Project Address: 16855 St. Hwy 13 Herbster, Wl
GovtLot:_NE 1/4 of SE 1/4, Section^_, T^O_N-RT_E
Township: Clover _ County: Bayfield
Project Parcel ID #: 11338
Designer Information
Designer Name: Edward B. Redinger _ phone: 715 .292 .6670
Designer Address: 1015 11 th Ave. E. Ashland, Wl _ Zip: 54806
E-mail: ed@superiorpmw.com
License Number: 221939
Remarks:
Signature: /^^A5CT^^— _ Date: 5/23/25
signature required on 6ach submitted copy.
SUPERIOR
PUWINO MKCNANICJU.
(715)278-3456
Customer Name: Matthew & Trvst AndTton
Adress. «72 IWt^St.New Richmond. Wl 54017
SITE; 16855 St. Hwv 13 Htfbster. Wl
Phone«: 651-468.1908
Email: archiveifnusicOvaho.com
7
A/
CST«;?1939
Scale 1 « 40
PIN i ins
5 At rei
N( '»f S3 'SONS7W
ly^n ot Cluvn
W>»ld Co
^^/ ^5^;w ^>fy ^& (.1^
A 'J.rt? . /do- %p^ ^(» ^}^^^J.
> T5rfr f^^SA
s^l^1
^
''S.
rt
^m(.
« 9/f^J'^
^ 7r<^A^S ^^^^b<^5
/do.5-->tol9'
^,<^-^ ^-^
/^//s H^u l^i^^ ^
D)
MAY 2 9 2025
Bayfield Co. Zoning Di
&' <^€.
^.3>
u-vA T»*^ dun-*-^
IN-GROUND GRAVITY DISPERSAL AREA
Stepped Elevation Trenches with Quick4 Standard-W Chambers
3-ft Trench (down-sizing credit)
1
SOIL COVER
TYPICAL TRENCH
CROSS SECTION VIEW
(No Scale)
12"
mi n. trench
depth(typical)
Septic Tank(s) Manufacturer:
Wieser Concrete
1000
Septic Tank(s) Volume(s):
gal ______ gal
Effluent Filter Manufacturer:
gal
Effluent Filter Model #:, 525
(typical)
Provide minimum 3 ft
separation between trenches.
Highest Trench
System Elevations = ,103.5 ft;
>Ws-
ft;
Lowest Trench (as applicable)
ft; _ ft;
Quick4 Standard-W
w/ End Cap
(typical)(Show location of inlet / outlet pipe connection on plan view.)Observation Pipe(typical)
Install per manufacturer's
instructions.
TYPICAL TRENCH
PLAN VIEW
(No Scale)
(typical)
INSTALL PER TRENCH:
11 Quick4 Std-W @ 20 ff EISA/chamber = 22°
Pairs of end caps @ 6 ft2 EISA/pair = 18
ft2
ft2
A =3.0 ft
(typical)
-Quick4 Standard-W Chamber
(typical)
(mfd by Infiltrator Systems. Inc.)
Install pursuant to manufacturer's instructions. co0_<T>-0
= Proposed EISA per trench =
x3_
ft2 Required Infiltration Area =
trenches = Proposed Total EISA = 678
ft2
ft2
Distribution Method:
drop boxes Q
PAGE 4 OF 5
GRAVITY-DOSED
SEPTIC / PUMP TANK SPECIFICATIONS(No Scale)
IMPORTANT:
Anchor tank(s) as necessary
pursuant to SPS 383.43(8)(g)
4"0 Vent Pipe
>10 ft fromBuilding
12"Min. or 2.0 ft above
Eslablished Flood Elevation
(typical)Approved
Vent Cap
Electrical must comply withSPS 316 and NEC 300
Wealherproof
•Junction Box
Extend manhole riser as n'
\i/ \l/ \l/
Finished Grade
Approved Locking Manhole
with Warning Label Attached(typical)
4" Min. or 2.0 ft above
Established Flood Elevation(typical)
\1/ \1/
CAPACITIES @ 16.76 gal/in
A
B
[C]
D
Depth (in)
18
2.0
6
10
Volume (gal)
301
33
100
167
* Pump Tank Liquid Level = ^
Force Main Diameter = ^
0 Etii I !
NAY 2 9 20Z5 i^
le^%ld Co Zoning Depf.
Force Main Length =
Force Main Void Volume =
50 ft 3" Approved Bedding Material Beneath Tank
gal
[C] Total Dose Volume (TDV) = 100 gal/dose
( < 0.2X design flow + force main void volume)
18"Min.
(typical)
Approved Joints with
Approved Pipe 3 ft onto
Solid Ground
(typical)
PUMP-OFF
ELEVATION =97.8
INSIDE BOTTOMELEVATION = 97
ft
ft
Vertical Lift =ft
PUMP TANK:
Volume =600 gal
Manufacturer:Wieser Concrete
SEPTIC TANK(S):
Total Volume = 1000 gal
Manufacturers):Wieser Concrete
Pump Manufacturer:
Pump Model: EP0411F
Goulds
Controls/Alarm Manufacturer:
Controls/Alarm Model:
(See attached pump curve.)
SJ Rhombus
PS Patrol
Install approved effluent filter at the septic tank outlet
immediately upstream of the pump tank inlet.
Filter Manufacturer:
Filter Model:
Poly Lock
525
Float switches containing mercury are prohibited.
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, Wise. Admin. Code. Pursuant to SPS 383.52 (2), Wise. 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). Wise. Admin. Code.
Maximum Dispersal Area Operating Limits:
Design Flow = 450 gpd; BODs ^ 220 mgL-1; TSS <. 150 mgL-1; FOG $ 30 mgL-
Inspection Checklist INSPECT EVERY 3 YEARS ^ ^ ^ ^ f] ^ go type of use [ui ^ ^ t5 U I!/ iS
o age of system |l [| ^,,, ,,,,,,.
o nuisance factors (/.e. odors, user complaints, ete.) uu i^AY ^ 9 Z025
o mechanical malfunction (;.e., pumps, valves, switches, floats, etc.)
o material fatigue (i.e., leaks, breaks, corrosion, etc.) '-'aywc' u' Zuning uep?,
o solids volume in anaerobic treatment tank(s) and any distribution appurtenance(s) (i.e., distribution / drop boxes)
o neglect or improper use (/.e., 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 (/.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 affluent 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: Superior Plumbing & Mech. Inc. p^e; 175-292-6670
Local government unit: BayfJeld CQ Zoning _ phone; 715-373-6138
Local government unit address: 117 5th St. E. Washbum, 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.
, 0»^- UU 110 ID) 1^ "? E i! W E
Ill JUL 1a^O'Z4
Page.1Wisconsin Department of Safety and Professional Services
DivisionoflndustrySen/ices _ ^ ^ ^ ^ ^ ^ ^ ^^ ^ _ ^ gg^g^ ^ ^^ Q^SOIL EVALUATION REPORT""'""'" "" ^'""3 "r // •%§^
•'':v,,..;i •"' 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. l5,04(1)(m)).
Property OwnerMatthew & Try st Anderson
CountyBayfield
7~
Parcel I.D.11338
Rqviewedby 1^ i i_l \ , Qfit^J'^-^o HQH |^/^
Property Location
Govt.LotNE '/< SE '/-s3 T 50 N R
D E
E (or) W
Property Owner's Mailing Address1471 140th St 651-468-1908 Site Address or CSM and Lot S:16855 St. Hwy 13 Herbster, Wl
CityNew Richmond StateWl Zip Code54017 Phone Number
( )
D City
Clover
D Village H Town Nearest Road
St. Hwy 13
IJIJNewConslniction Use: ffj Residential/Numberof bedrooms
Public or commercial - Describe:
Parent material SandV Outwash
Code derived designflow rate 450 GPD
Flood Plan elevation if applicable_ft.
General comments and recommendations: Conventional System WJth .7 loading Step trenches as needed 103.9'-100.5'
1 Boring #QBoring[•Ipit 105.3
Ground surface elev. ft.Depth to limiting factor.60 100.3
in. / elev. ft.
Horizon
1
2
3
4
5
Depth
In.
0-9
9-32
32-60
60-64
64-72
Dominant Color
Munsetl
5yr 6/2
5yr 5/6
5yr 6/3
5yr4/4
5yr 5/4
Redox Description
Qu. Az. Cont. Color
c2d 5yr 6/8
Texture
Is
s
s
Is
s
Structure
Gr.Sz. Sh.
0
Osg
Osg
0
Osg
Consistence
dl
ml
ml
ml
ml
Boundary
cw
gw
cw
cw
Roots
Sco
2m
1f
Soil Application Rate
GPD/Ft3
•Eff#1
.7
.7
.7
.7
.7
•Eff#2
1.6
1.6
1.6
1.6
1.6
Boring H DBOTin9 105.9
'it Ground surface elev,_ ft.Depth to limiting factor 88 98.6
in. / elev. ft.
Horizon
1
2
3
Depth
In.
0-8
8-33
33-88
Dominant Color
Munsetl
5yr 6/2
5yr 5/6
5yr 5/4
Redox Description
Qu. Az. Cont. Color
Texture
Is
s
s
Structure
Gr.Sz. Sh.
0
Osg
Osg
Consistence
dl
ml
ml
Boundary
cw
gw
Roots
Sco
2m
Soil Application Rate
GPD/Ft3
•Eff#1
.7
.7
.7
"Effff2
1.6
11.6
1.6
CST Name (Please Prinl)
Edward B. Redinger
Address
1015 11th Ave. E. Ashland, Wl 54806
Siaoature /i ^ . ,^L-^3^Z^^-^-
Date Evaluation Conducted7/15/24
CST Number221939
Telephone Number
715-292-6670
• Effluent S1 = BOD > 30 s 220 mg/L and TSS > 30 < 150 mg/L Effluent #2 = BOD, 5 30 mg/L and TSS < 30 mg/L SBD-8330(R04/21)
Pr-1 ^50 /f-;^^ y&^
Boring #
[~] Boring
B Pit 102.5_Ground surface elev. ft.
^ K
-JJL
1&
u','ZUZ4 ^1
Depth to limiting factorBayfield Co. Zoning Dept.
88 Page 2 .3of
95.2.Jn. / elev. ft.
Horizon
1
2
3
Depth
In.
0-4
4-28
28-88
Dominant Color
Munsell
5yr 6/2
5yr 5/6
5yr 5/4
Redox Description
Qu. Az. Cont. Color
J
Texture
Is
s
s
Structure
Gr. Sz. Sh.
0
Osg
Osg
Consistence
dl
ml
ml
Boundary
GW
gw
Roots
Sco
2m
Soil Application Rate
GPD/Ft2
•Eff#1
.7
.7
.7
•Eff#2
1.16
1.6
1.6
Boring #D BoringD Pit Ground surface elev.n.Depth to limiting factor.in. / elev.ft.
Horizon Depth
In.
Dominant Color
Munsell
Redox Descnption
Qu. Az. Cont. Color
Texture Structure
Gr.Sz. Sh.
Consistence Boundary Roots
Soil Application Rate
GPD/Ft2
•Eff#1 •Eff#2
Boring #D BoringD Pit Ground surface elev.Depth to limiting factor.in. / elev.
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 < 220 mg/L and TSS > 30 s 150 mg/L • Effluent #2 = BOO, •S 30 mg/L and TSS s 30 mg/L
D) EtElII
ffl .un 'i 9yny4
SUPERIOR
PLUMBING MECHANICAL
(715)278-3456
^AS.TZ^-T-
9//J/3^
Customer Name: Matthew & TrvstAnderson
Adress: 1471140th St. ^
New Richmond, Wl 54017
SITE: 16855 St. Hwy 13 Herbster, Wl
Phone #: 651-468-1908
Email: archivesmusic@yaho.com
Bayfield Co. Zqning Dept'if
CSTtt 221939
Scale: 1" = 40'
PIN:11338
5 AcresNE SE S3 T50N R7W
Town of Clover
Bayfield Co.
C^ i ^e^\ /^<r/^«. / $y f/S./r?
^/"&t> 'Tc^^-c-f^^S <»s /l«i^</«J /<S^? '-/AS.^j
.9 JL^f^^
,4 -Q.^^166' -Top A^ ^U Jr^([\<-^.
» t5dr/-^i$
^1
^^1
y^o|.^lfl
^<t<//.^ ^^
'DrA^t-^
/fiJ-^j ^^'^(L^• "- ^"^^--Tl
i^-y
\;>rw^a./^y U^-i -^>«-f <9.A->/i-<-<
- A
6.5" (16.51cm) SEALED BALL
MATERIAL-HOPE
33.02 l83.9cm: —————-
- — 20.71 [52.6 cmj
,4" (10.16 cm) B/^y.1 ' TRAVEL FILTER CARTRIDGEMATERIAL - FILLED POLYPROPYLENE
HOUSING
MATERIAL. POLYPROPYLENE
BALL PUSH ROD
FACTORY INSTALLEDMATERIAL - FILLED POLYPROPYLENE
POLYLOKPL-525-625CUTAWAY
4"AND 6" FACTORYINTALLED PIPE OUTLET
MATERIAL - PVC
—" OPTIONAL BUSHING — '
(FOR 4" THIN WALL PIPE)
PARTN0.30142.R
OR OPTIONAL FLOAT SWITCH(FOR 110 MM. PIPE)
PARTN0.30142-EUR
i1I
!I
OD£U••<fQ:00'
^3
CQ
0 '(D-0
-5;^-<
rv>
•<0
f0C3rsj<-n
^=^
G=in}
<^3)
Fur]
GVT]
4" CAST-A-SEAL 4" CAST-A-SEAL
TOP VIEW
4" VENT
WLP1000/600-MR
TANK SPECIFICATIONS
DIMENSIONS:
WALL: 3"
BOTTOM: 3"
COVER: 5"
MANHOLE: 24" I.D. PRECAST CONCRETE RISER
HEIGHT: 51"
LENGTH: 12'-6"
WIDTH: 7'-0"
BELOW INLET: 42"
LIQUID LEVEL: 36"
WEIGHT: BOTTOM 9,500 LBS.COVER 5,470 LBS.
INLET AND OUTLET:
4" CAST-A-SEAL BOOT OR EQUAL GASKET
INLET AND OUTLET BAFFLE AND FILTER:WISCONSIN, SEE DETAIL #W(OTHER STATES SEE CHART)
LIQUID CAPACITt': 27.88 GAL/IN (SEPTIC)
16.76 GAL/IN (PUMP)
LOADING DESIGN: 8'-0" UNSAWRATED SOIL
TANK CAN BE USED AS:
SEPTIC/SEPTIC, SEPTIC/PUMP,OR SEPTIC/SIPHON
COVER: MIX DESIGN #6 (NO FIBER)
TANK: MIX DESIGN #10 (STRUCTURAL FIBER)
CUSTOMIZED TANKS:FOR CUSTOM TANKS CONTACT WIESER CONCRETE
PUMP PAD
SIDE VIEW
TANKS ARE MANUFACTURED TO MEET OR EXCEED ASTM C-1227 REQUIREMENTS
REVIEWED BY
REVIEW DATE
DRAWINGS SUBMITTED
FOR APPROVAL
APPROVED BY:
APPROVAL DATE:
PRODUCTS NEEDED BY:
QL2I00<£>
000
<=)
uF=
Q.Ldw
SHEET NO.
1 OF 1
ou
Wastewater
METERS, FEET
10
QI
us
0
s
raTen^cFmoTogy
'Dj i £ i| |? |
MAY 2 9 2025
Co. Zoning Deot.
25
20
15
10
5
10 20 30 40 50 GPM
L0 10 12 m3/h
CAPACITY
MODEL INFORMATION
Order
Number
EP0411
EP0411A
EP0411F
EP0411AC
EP0412
EP0412F
EP0511F
EP0511AC
EP0512F
HP
.4
.5
Volts
115
230
115
230
Amps
12
6
13
6.5
Minimum
Circuit
Breaker
20
10
20
10
Phase
1
Float
Switch
Style
Plug/
No Switch
Piggyback /Wide-Angle
Plug/No Switch
Piggyback/Wide-Angle
Plug/No Switch
Plug/No Switch
Plug/
No Switch
Piggyback /
Wide-Angle
Plug/
No Switch
Con)
Length
10'
10"
20'
20'
10-
20'
20-
20'
20'
Discharge
Connection
1 y
Minimum
On Level
Manual
12"
Manual
12-
Manual
Manual
Manual
12"
Manual
Minimum
Off Level
Manual
6"
Manual
6"
Manual
Manual
Manual
6"
Manual
Minimum
Basin
Diameter
15"
Maximum
Solids
Size
y,"
Shipping
Weight
Ibs.kg
20/9.1
21/9,5
20/9.1
21/9.5
20/9.1
20/9.1
22/10
23/10.4
22/10
PAGE 3
pAy FIELD Bayfield county
Planning & Zoning Department
117 E 5th Street
P.O. Box 58
Washburn,WI 54891
Phone: 715-373-6138
Fax: 715-373-4010
Property Owner:
ANDERSON,MATTHEW A & TRYST M
1471140TH ST
NEW RICHMOND, WI 54017
Description
Sanitary Revisions
Total:
Payment Amount:
Submission Number:
SS-00508
Transaction Number:
SS-00508-2CEEA
Amount
$25.00
$25.00
$25.00
Reference: 10286
Paid by: Superior Plumbing & Mech Inc., 1015 llth Ave E, Ashland, WI 54806
Payment Type: Check
Receipt of payment does not guarantee eligibility of
permit and is not proof of issuance of a permit.
6/4/25, 2:54 PM Carmody™
BAYFIELD COUNTS SANITARY PERMIT (#04)-25^SR
STATE SANITARY PERMIT
OWNER: MATTHEW A & TRYST M ANDERSON
GOVTLOT: LOT: BLK:
NE1/4 SE1/4 SEC: 3, T 50 N, R 7 W
TOWNSHIP: Clover
SOIL TEST: 117-24
NEW SYSTEM
SYSTEM TYPE: Non-Pressurized In-Ground
PLUMBER: EDWARD B REDINGER
TRACY POOLER
Authorized Issuing Officer
DATE: 6/4/2025
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 #: 25-8S
LICENSE: #221939
Condition: SYSTEM ELEVATION SHALL BE > OR = TO 1' BELOW GRADE AND < OR = TO 2' BELOW
GRADE OF ORIGINAL CONTOUR. MAINTAIN PROPER SEPARATION FROM WELL AND EDGE OFSTEEP SLOPE. PROPERLY MAINTAIN SYSTEM PER RECORDED AGREEMENT. REVISION TO 25-8S
ISSUED 3/12/2025.
THIS PERMIT EXPIRES 6/4/2027
POST IN PLAIN VIEW
MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION
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