HomeMy WebLinkAbout25-2S Rondeau1/8/25, 8:41 AM
BAYFIELD COUNTS
Carmody™
SANITARY PERMIT (#04)-25^S
STATE SANITARY PERMIT
OWNER: NATHAN J RONDEAU
GOV'TLOT: LOT: 1 BLK:
NE 1/4 SE 1/4 SEC: 14, T 43 N, R 8 W
TOWNSHIP: Cable
SOIL TEST: 24-10
OTHER MODIFICATION
SYSTEM jyPE: Other (NEW TANK)
PLUMBER: Edward B Redinger
CECE RUDNICKI
Authorized Issuing Officer
DATE: 1/7/2025
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 #: 10-17S
LICENSE: #221939
Condition: System to meet all setbacks. Management Plan to Owner(s). Properly maintain system
per recorded agreement. Adhere to State approval/conditions.
THIS PERMIT EXPIRES 1/7/2027
POST IN PLAIN VIEW
MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION
https://www.carmodyinc.com/PermitApp/Permit_Sign.aspx?Print=1&permitappid=7431 1/2
SS-OD.Csnn
Iinhistty Services Division
-48:;M;ttlisouYai<i!;W.iy
Madison. WI 537U5
P.O. Box 73(U
Miitli.wn, WI 53707
Sanitary Permit Application ti ! '
hnifronliuice with Sl*S.<i<.<.21<21.Wis.Adin.<;'<Hlc. submission of diii. lunn to llie appropnali; govenunenlal liiui
is rcijiiired prioi to obi.iinins >i !i<uiiiaiy permit. Noie: Applicaiinu fnnns t'or slate-owntd PO\\TS are subinined lo
ihe Dcp.irtiBMt of Sal'ff,' nnd Professional Sen'ici'i; Prrsoaal iufoitiwliint you provide tuay be used {m secondary
puqwscs in accordance with tbc Pwacy Law. s. 15.(M(JKHi), Suis.
I. Application Information - Please Print Alt Infonnation
OnunyBayfield
Saniiaiy Pmiul Nunibei Hi) lie iillsd in bv Cu I
it ?°BS&il " ^•^>•<:ll
ffi^e Trans.ictionNurnlier
n-ftjecl Address (ifdiffert'iu tli.in in.iitinp nddress)Same
Prapcny Owner's >.'auie
Nathan Rondeau
P.UC<1=9447
I'lfpeny Owner'i. M-iilins Address43450 Big Brook Rd.
t'HV. StaleCable, Wl Zip Code54821
IT. Type ofBuildine (check all that apply)
•ll ui 2 Faimly Dwdlina - Niunbef ofBniraflins 2.
HUtc/Conunw-ial - Dea'ribeUse,
1-Sl.ite Owued - Peicnbc l'te
Phone Number303-906-4877
Lot =
I'nipctiy Lofatkin
Ciovt.Lol
NE__.,SE_.,^<K,ul4
T.i3_N R 8_E or W.Snbdivisiou NDUK
Biofk a
Ijciiyn;L'l<
CSM dumber Qv'lll.lgiof
• ITnn-n of Cable
III. Type of POWTS Permit: (Check either "New" or "Ileplncemrat" sinit other applicable on line A. Check one box on line B. Complete line C if|
applicable.)&ew Svsteiu tepllacemelM Syi.tem lilier Mdtificadou ICT Existinp Syycm mplain)lAddilipnal rreirealnitftil t'nit fexplnuii
B.[|Holdine T-uik IIn-Cronuti
lconveiinoua!)
I[^i-Cinnlc n.Moundp^
?
Individual Site Design r|0llier Type lcxpliiuiiTew Tank
<.D Renewal Bcioitf
Expiration
[Revision 'hanse of Plumber riuisi'ei to New Owninlisl Previous Permil Nuiulwr and Date IssuedI10-17S-4/29/10
W. DKpersaLTrentmentArea and Tank Information:
Desi?uFlow(gptl>300 Design Soil Application Rfllcli.'pct'sftNA Dispersal Arcn Riquued (sllNA Disperial Area Proposed (sflNA Svslcin Elev;itioaNA
T.ink lufonnatinit
Capiicity lit
ti.lllous
N'ov T.iul;»Eiiivtiue TAnfct
Total
Cialions
= of
L'ntls
Mamiiacniicr
^ ii
2.S
1—r
li^ ^
^c'ptK or Hol<lutp T.ii^~w ^Wieser Concrete aI>^ut^ Cii;itia1w
V. Re'.poasibiliiv Statement- I, tlie undmtgnpd. atsuiue mptturibility ror Install.iliun or th? POnTSshomi on Hip atlnclifil plant,
Plinnlw'sNamed'nKtl
Edward B. Redinger
Pltunber's SiptWHlK
'•
MP/MPRSNumbft221939 Busiucs. PIiom: Numb<:(
715-292-6670
PliUtiher's AAlKss (Street. Ciiy. Slate. Zip Cuile)1015 11th Ave. E. Ashland, VVI 54806
V:IceBttB%a)enartmentl!wOn]?- \V^"*S?A<-'
x ^^. —," I Permn'V^i;Appiovcd ) Q Dir.iijiptoved
O Owner Oiveu Rca'.on lor Hunial
Permil Tie
S_/; /,,•,;.'.::'40C'^'
IWe IssilitlJ/5/Z4 {ssnuis Awst-Siiawiinre(lit.Stawmire
i^^-A^_-
('tiinliti(in\ofApprov.il/Reasons for Disapproval
StL Cdx-c^
Altiich I» cuuiplrtr ]ilaB< ht Ihf mtt-ui ami tuliiull 1« lb» Cuuniy ualy nn |upw nal IMI ihan 8 1/2 s 11 Inch" la Ar
SBD.6?9S(R.U:/'22>
Site Address
m^o 6^6rooK^l
Owner(s) Namerd alt A \<dt-6LO
Bcnni-fc J-Wvu^ ,P.<S,A,
Parcel Identifier Number (PIN)0^-01 Z - 2-4 S-£>0- H-
01- Ofic - 0^.000
Private Sewage System
Maintenance Agreement
Owner(s) Mailing Address43l(5"0 615 Bf&ok fS^.,
Cab ^ ^x ?^s-^'
Agreement Date (same as Notary Date)
^l^-rj 10
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
Wl Adm. Code. as from time to time amended.
H6- 1/4 of cȣ 1/4 Section t ^ Township ^3 N. Range S W.
Town of (_d!oie- ___ Gpv'tLot
CSMffl/.-S P. .25-3Subdivision
Additional Legal Description: U3«-</ R ^i^ Stily^cf- -fo 6A$<2m>u'\i- 77^
FATKJCJA A OLSOMBAfFIELD COUHTV, WIREGISTER OF OEEt).:.
S0 1 IZIR—5;5^-^.3'=>
84/38/2®!® H-.iaAK
TF Hi?1 *:
RECORDING FEE: 15. M.
Mis: ^
Return To: Sx^el^ Cc . 2cn.u^
(jOa.&kbu.-n ^r ,
J
^yll 3ZU^
Type of Private
Sewage System:
(A) In-ground gravity Q (B) In-ground dosed
D (D) Mound D (E) At-grade Sewage System
D (C) In-ground pressure distribution
D 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 (1/3) 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 Comm 83 55, Wis.
Admin. 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 sen/icing 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 tn-qround pressure system laterals (System types C, D and E):
needed when the wastewater distribution cell component is inspected as provided above-
The laterals shall be flushed out and swabbed if
Owner(s) agree that failure to comply with this agreement wil! 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. BayHeld 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 (he 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 variance shall be binding upon and inure to the benefit of all current and future owners of such property.
Owner(s) Name(s) - Pleiase Print-^ de it a M, ^ vo ^ ^ ^ ^B'cmne z. ^ir^y ^^'^-' ^•ti^/1-k'i-
for J^eitcL /Y\. favour
Subscribed and sworn to before me on this date:
^y-^?7-/^
Notarized Owner(s) - Signature(s)Notary-public
A?^^c ^. ^/iX-U^ ^0.^. dciU^^t^i^.\>i-^ CUcjj~ti
^ ^^t ^//. %-<^^.u My Commission-&<pires:
C3-/^-f^
Drafted by: J^ <3cLSmuJ^
U/Deb'sData/Fonns/Sanitary/SeplicMaintenanceAgreement
V1039 P 40
2008
4" CAST-A-SEAL
^ W"X6"-^ FLOW ^
>\^ THRU l-l
4" CAST-A-SEAL
FILTER ORBAFFLE
TOP VIEW
SIDE VIEW
TANKS ARE MANUFACTURED TO MEET OR EXCEED ASTM C-1227 REQUIREMENTS
WLP700/500-MR
TANK SPECIFICATIONS
DIMENSIONS:
WALL: 2 1/2"BOTTOM: 3"
COVER: 5"
MANHOLE: 24" I.D. PRECAST CONCRETE RISER
HEIGHT: 53 1/4"
LENGTH: 8'-8"
WIDTH: 7'-2"
BELOW INLET: 42"LIQUID LEVEL: 36WEIGHT: BOTTOM 3,595 LBS.COVER 3,195 LBS.
INLET AND OUTLET:4" CAST-A-SEAL BOOT OR EQUAL GASKET
INLET AND OUTLET BAFFLE AND FILTER:WISCONSIN, SEE DETAIL ^0(OTHER STATES SEE CHART)
LIQUID CAPACITC: 26.79 GAL/IN
LOADING DESIGN: 8'-0" UNSATURATED SOIL
TANK CAN BE USED AS:SEPTIC / HOLDING
COVER: MIX DESIGN #8 (NO FIBER)TANK: MIX DESIGN )j(10 (STRUCTURAL FIBER)
CUSTOMIZED TANKS:FOR CUSTOM TANKS CONTACT WIESER CONCRETE
REVIEWED BY
REVIEW DATE
DRAWINGS SUBMITTED
FOR APPROVAL
APPROVED BY:
APPROVAL DATE:
PRODUCTS NEEDED BY:
X' 101^i°te int ^3^0 00i oo
Q;2
Q0rr>
00sa,
<=1
u
CLS(7)
SHEET NO.
1 OF
n01
H3J"
^——p—y/' un'f/
.^CAST-A-^AL;;"X' /^^.i?) C3^—^ N^-
FILTER _OR J mi^; "BAFFLE*^""""" ill!
:^__UL;
11SS?^^^i iSo..,-s-'///
.^,^•^
W840/500-MR
TANK SPECIFICATIONS
4" CAST-A-5EAL
TOP VIEW
4" VENT
OUTLET
DIMENSIONS:WALL: 2 1/2"
BOTTOM: 3"
COVER: 5"MANHOLE; 24"'. I.D. PRECAST CONCRETE RISERHEIGHT: 59 1/2" 0.0.
LENGTH: 113 3/48" O.D.
WIDTH: 93° 0.0.
BELOW INLET: 48" O.D.LIQUID LEVEL: 43"
WIGHT: 11,150 LBS.
INLET AND OUTLET:4° CAST-A-SEAL BOOT OR EQUALGASKET, CAST-A-SEAL BOOT OR EQUAL
INLET AND OUTLET BAFFLE AND FILTER:WISCONSIN, SEE DETAIL fW(OTHER STATES SEE CHART)
LIQUID CAPACITY: 19.61 GAL/IN (SEPTIC)11.82 GAL/IN (PUMP)
LOADING DESIGN: 8' 0" UNSATURATED SOIL
TANK CAN BE USED AS:
SEPTIC/SEPTIC, SEPT1C/PUMP
OR SEPTIC/SIPHON
COVER; MIX DESiGN 46 (NO FIBER)TANK: MIX DESIGN §W (STRUCTURAL FIBER)
CUSTOMIZED TANKS:FOR CUSTOM TANKS CONTACT WESER CONCRETE
PUMP PAD
SIDE VIEW
TANKS ARE MANUFACTURED TO MEET OR EXCEED ASTM C-1227 REQUIREMENTS
DRAWINGS SUBMITTEDFOR APPROVAL
APPROVED BY;
APPROVAL DATE;
PRODUCTS NEEDED BY:
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SHEET NO.
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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 = 30° 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 (/'.e. odors, user complaints, etc.)
o mechanical malfunction (/.e., 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 (/.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 laterat 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. phone: 715-292-6670
Local government unit: Bayfield 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.
PAGE 1 OF 4
In-Ground Gravity Plan
Index & Cover Sheet
Component Manual Design References:
In-Ground Soil Absorption for POWTS Version 2.1 (May 2022-2027)
Pg 1 of 4 Index & Cover Sheet
Pg2of4 Plot Plan
Pg 3 of 4 Dispersal Area Cross-Section & Plan View
Pg 4 of 4 Management Plan
Attachments:Enclosures:
POWTS Application for Review
Soil Evaluation Report & Site Map
Project Name / Description
New Septic/pump tank connected to existing drain field
Owner Name(s): Nathan Rondeau _ Phone: 303 -906 -4877
Owner Address: 43450 Big Brook Rd. Cable, Wl _ Zip: 54821
Project Address: same
Govt.Lot:m NE Ql/4ofsE Q 1/4, Section14 , T43 N-pS E or W •
Township: Cable _ County: Bayfield
Project Parcel ID #: 9447
Designer Information
Designer Name: Edward B. Redinger _ Phone: 715 .292 _6670
Designer Address: 1015 HthAve.E. Ashland, Wl _ Zip: 54806
E-mail: ed@SUperiOrpmW.COm This space reserved for approval stamp.
License Number: 221939
Remarks:
Existing home was removed - New home will have new tank
Signature: ^^-^^TZ^^^_ _ Date: 12/13/24
Original signature required on each submjtfed copy.
SUPERIOR
PLUMBING MECHANICAL
(715)278-3456
Customer Name: Nathan Rondeau
Adress: 4345° BiR Brool< Rd-
Cable, Wl 54821
Phone #: 303-906-4877
Email:
1
,\1
'33
CSTff 221939
Scale: 1" = 40'
PIN:9447
^Acres
Lot 1&3 NE SE S14 T43N R8W V.2 P.253
Town of Cable
Bayfield Co.
^
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f^?£^f ^
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INFILTRATOR CHAMBER CROSS-SECTION
r^' 3034,
3=H. 40
U " ^ 40 VewT/xuspe^ootj pi p£ s
^ CELL(S)
^L 3' X S^'{t'!f CELLS WITH /3 QUICK 4 CHAMBERS t ^ END Cf.P5
TOTAL SQ. FT.= 5" ^/' (r
,?^. CHAMBERS AT 20 5Q. FT. = $~2-0 SQ. FT.
'A SETS OF END CAPS @ 5 .8 = //. ^ SQ. FT;
4" SCH 40
PVC PIPE-
.4" APPROVED VENT CAP OR INSPECTION CAP/ PLUG
FINAL GRADE /C/. ^ ' ^
Schematicof
SingIe-Layer
System
USING IKFILTRATOR
QUICK 4 STANDARD
CHAMBERS
H.20
nrtltwcr C^.u-:f<l
SYSTEM ELEV. <? 7. 5-
••PAGE—U~-£1•Ut 0
PAGE 4 OF 5
GRAVITY-DOSED
SEPTIC / PUMP TANK SPECIFICATIONS(No Scale)4"0 Vent Pipe
>10ft from
Building
12" Win. or 2.0 It aboveEstablished Flood Elevation(typical)Approv&dVanl Cap
Anchor tankfs) as necessary
pursuant to SPS 383.43(8)(g)
IMPORTANT:
\1/ \k
Finished Grade
Extend manhoto riser as necsssary.
Electrical musl comply mlhSRS 316 and NEC 300
Weathetpraof-Junction Box Approved LotAhg Manhotewith Warning Label Attached(typical)
4" Mtn. m 2.0 ft aboveEstablished Ftood Etevaljon(lyrical)
-^k-
CAPACITIES @ 11.82 gai/in
Djmension
A
B
c
D
Total
Inches
.24
3
6
10
43
Gallons
283.68
35.46
70.92
118.2
50S.26
Pump Tank Liquid Level =
Force Main Diameter = 2
43
Approved Joints wffii
Approved Pipe 3 ft ontoSolid Ground
[typical}
PUMPOFFELEVATION =
Force Main Length =90 ft 3" Approved Bedding Malen'al Bensam Tank
Force Main Void Volume = 14.6 ga|
[C] Total Dose Volume (TDV) =
(S0.2X design fl(
70.9 gal/dose
:, 0.2X design flow + force main void voiume)
Vertical Lift =6 ft
PUMP TANK:
Volume = 500 gal
Manufacturer: Wieser Concrete
Pump Manufacturer: _Gqylds
Mode!: EPOAlwJ^20y (See altsched pump curve.)
Controls/Alarm Manufacturer: SJE Rhombus
Controls/AIarm Model: Power Post
Float switches containing mercuryareBrobjbited.
SgPTICTANK(S):
Total Volume = 840 gal
Manufacturers): _WieswConcrete,
Install approved effluentfflterat^
immediately upstream of the pump tank inlet.
Rlter Manufacturer: Orenco
Filter Model: 8" Biotube / Existing
Wastewater
-!GioyNs:-V^'teilfe^
METERS, FEET
10
QI
y
I 10
10 GPM
6 . 8
CAPACITY
10 12 m3/h
MODEL INFORMATION
Order
Number
EP041}
EP0411A
EP0411F
EP04HAC
EPQ412
EP0412F
EP0511F
EP0511AC
EP0512F
HP
.4
.5
Vote
115
230
115
230
Amps
12
6
13
6.5
Minimum
Circuit
Breaker
20
10
20
10
Phase
1
Float
SwitchStyle
Plug/No Switch
Piggyback /
Wide-Angt®
Plug/
No Switch
Piggyback /
Wide-Angte
Plug/No Switch
Plug/
No Switch
Plug/No Switch
Piggyback /Wide-Angte
Plug/No Switch
Cord
length
10'
10'
20'
20'
10-
20'
20'
20'
20'
Discharge
Connection
w
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
%"
ShippingWeight
Ibt.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