HomeMy WebLinkAbout24-74S Gottschalk-Rein.^•^V *£vx
'^^"
Industry Services Division
4822 Madison Yards Way
Madison, WI 53705
P.O. Box 7302
Madison, WI 53707
County
Bayfield
Sanitary Permit Number (to be filled in by Co.)w-1^
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
the Department of Safety and Professional Services. Personal information you provide may be used for secondary
purposes in accordance with the Privacy Law, s. 15.04(l)(m), Stats.
Project Address (if different than mailing address)
48745 Clearwater Rd. Barnes, Wl
I. Application Information - Please Print All Information
Property Owner's Name
Lorilyn Gottschalk Co-trustee & Stanley Rein Co-trustee
Parcel #
4194
Property Owner's Mailing Address
5156 Newton Ave. S
Property Location
Govt.Lot.
City, State
Minneapolis, MN
Zip Code55419
II. Type of Building (check all that apply)
1 or 2 Family Dwelling-Number of Bedrooms _3.
'ublic/Commercial - Describe Use
IState Owned - Describe Use .
Phone Number
612-578-2752 .',4, Section 09
Lot #
19&20
r 44 _N R 09 .EorQy
Block #
CSM Number
Subdivision Name
Clearwater
I|cityof_
^Village of
r7lTownofBarnes
III. 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.)
Few System (.eplacement System (her Modification to Existing System (explain)|Additional Pretreatment Unit (explain)
B.lolding Tank In-Ground
(conventional)
I|At-Grade DMound Individual Site Design [Other Type (explain)
c.Renewal Before
Expiration
I Revision [Change of Plumber transfer to New Owner ,ist Previous Permit Number and Date IssuedNA
IV. Dispersal/Treatment Area and Tank Iiitformation:
Design Flow (gpd)450 Design Soil Application Rate(gpd/sf)
0.7
Dispersal Area Required (sf)642 Dispersal Area Proposed (sf)678 System Elevation
93.0
Tank Information
Capacity in
Gallons
New Tanks Existing Tanks
Total
Gallons
# of
Units
Manufacturer
o: 0
31 s£ 0
Septic or Holding Tank 760 760 Superior Precast
Dosing Chamber
V. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans.
Plumber's Name (Print)
Jason Kuettel
Plumber's Signature
7 ^^^MP/MPRS Number
675751 Business Phone Number
715-798-3355
Plumber's Address (Street, City, State, Zip Code)
PO Box 66 Cable, Wl 54821
VI. County/Department Use Only m ^7 ^
Approved D Disapproved
n Owner Given Reason for Denial
Permit Fee4^Date Issued
11112^/1
Conditions ofApproval/Reasons for Disapproval
^ a-^J^A ij?ir^t^ ^d
Attach to complete plans for the system and submit to the County only on paper not less than 81/2x11 inches in size
SBD-6398 (R. 02/22)
n\
Wisconsin Department of Safety and Professional Services
Division of Industry Services Soil Evaluation Report
in accordance with SPS 385 , Wls.Adm Code v
attach complete site )lan on paper not less than 8% X 11 inchei n size.
'lan must include but not limited to: Vertical and horizontal reference
point (BM), direction and percent slope, scale or dimensions, north arrow,
location and distance to nearest road.
Please Print All Information
Personal information you provide may be used for secondary purposes.
(privacy Law,s.15.04(1)(m)).
'roperty Owner:
Gottschalk Lorilvn J & Rein Stanley M
'roperty Owners Mailing Address:
5156 Newton Ave S
City
Minneapolis
tateMN Zip Code55419 hone Number:0
r New j7 Residential Number of Bedrooms: 3
|7 Replacement f Public or Commercial - Describe:
Parent Material: Outwash Flood Plair
Seneral Comments & Recommendations:
System Elevation: 93 Load Rate: 0.7
Boring #1 F Bor.F m G^ndsu^Ele^
Horizon
1
2
3
4
5
6
7
Depth in.
0-12
12-30
30-120
3omm.Coloi
Munsell
7.5YR2.5/3
7.5YR4/4
7.5YR5/6
Redox Description
Su. Sz. Cont, Colo
N/A
N/A
N/A
exture
SL
LS
MS
Structure
Gr.Sz.Sh.
2MSBK
OSG
OSG
Ground surface Elev:Boring #2 F Bor.jy ra "—^"^
Horizon
1
9
3
4
5
6
7
Depth in
0-10
10-30
30-100
Domm.Colo
Munsell
7.5YR2.5/3
7.5YR4/4
7.5YR5/6
Redox Description
3u. Sz. Cont. Colo
N/A
N/A
N/A
'extun
SL
LS
MS
"Effluent #1 = BOD 5>30<. 2 20 mg/l and TSS>39-^TSOmg/l
CST Name (Please Print)
Marks. Thompson I
Address: 12006 N US Hwy 63
Hayward,WI54843|
Structure
Gr.Sz.Sh.
2MSBK
OSG
OSG
X/"s^^y.^-late pfraWQtiaa<B&"duct9d:
"Wednesday, June 12, 202
Page
ounty:
arcel I.D.^froperty Location
Lot: Block:
0
Town
Barnes
1 aft L ^ /.."'
Bavfield
4194•" w^
^t^T^y^lf19,T44N,R09W
ubdivision Name or CSM #
earest Road:Clearwater Road
Code derived design flow rate:
450
\pplicable: 87
Elevation.BaO.ae;.
'pth to Limiting Factor:
120
;onsistence|
MFR
ML
ML
Boundary
cs
cs
N/A
ipth to Limiting Factor:
100
insistence I
MFR
ML
ML
Boundar
cs
cs
N/A
~*RG[uert#2=60D5<2:
9J_02 To 9o02
1.
Roots
sco
2M
1F
n.
Roots
3CO
2M
1F
Soil Application Rate:
GPD/ft2
*Efl»1
&6
n
07
Eff#2
1.0
1.6
L6
Soil Application Rate:
GPD/ft2
*Ef?1
0.6
03.
J=Z-
Ef?2
M-1£
L6
?0 mg/1 and TSS <. 30 mg/1
=ST Number: g^ggg
Felephone dumber
715/699-4081
SBD-8330 (R04/1S,
P<^A ^^° TH^A (UH
Property Owner: ittschalk Lorilvn J & Rein Stanley Parcel I.D.4194 Page:2of6
Boring # 3
-lorizonl
1
2
3
4
5
6
7
lepth in
0-10
10-35
35-95
Boring # 4
Horizon)
1
2
3
4
5
6
7
)epth in
Boring # 5
Horizon]
1
2
3
4
5
6
7
3epth in
Boring # 6
Horizonl
1
2
3
4
5
6
7
3epth ir
Bor 17 Pit Ground surface Elev: | Depth to Limiting Factor:
95.94 Ft. 95 In.
)omm.Color|
Munsell
7.5YR2.5/3
7.5YR4/4
7.5YR5/6
Redox Description
2u. Sz. Cont. Coloi
N/A
N/A
N/A
extun
SL
LS
MS
Ground surface Elev:pj^ _.—..„»-,,„„„„..
0 Ft.
3omm.Color|
Munsell
Redox Description
2u. Sz. Cont. Colo extun
Ground surface Elev:~ Borp Pit "•""••"•••"•.•""••--—
0 Ft.
3omm.Color]
Munsell
Redox Description
3u. Sz. Cont. Colo 'extur
Ground surface Elev:
0 Ft.
Domm.Colorl
Munsell
Redox Descriptior
Qu. Sz. Cont. Cole Fextur
Structure
Gr.Sz.Sh.
2MSBK
OSG
OSG
;onsistence
MFR
ML
ML
loundari
cs
C5
N/A
Roots
sco
2M
1F
Depth to Limiting Factor:
0 In.
Structure
Gr.Sz.Sh.;onsistenci ioundan Roots
Depth to Limiting Factor:
0 In.
Structure
Gr.Sz.Sh.Sonsisteno Boundar Roots
Depth to Limiting Factor:
0 In.
Structure
Gr.Sz.Sh.Consistenc Boundar Roots
ioil App. Rate
GPD/ft2
•Eff#1
M
QJ.
0.7
:ff#2
1.0
LS
M-
ioil App. Rate
GPD/ft2
*Eff#1 ;fW2
Soil App. Rate
GPD/fP
*Eff#1 Eff»2
Soil App. Rate
GPD/ft2
*Ef»1 EffiK
affluent #1 = BOD 5>30;< 220 mg/1 and TSS>30 5 150mg/l "Effluent #2 = SOD 5 < 30 mg/1 and TSS <. 30 mg/1
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access
sen/ices or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777
SBM330(R.07/00)
..i Z024
Soil Profile Sheet Page:3 of 6
Owner: ttschalk Lorilvn J & Rein Stanle|SoirTester Mark S. Thompson
System Elevation:93 Load Rate:•5T System Elevation:91.02 To 93.02
»»
97
96
95
94
93
92
91
90
89
88
87
86
85
84
83
82
81
80
79
78
77
U1
97.45
0.7
94.95 $
OJ.
90.45
±3:
87.45
L.F.
98
97
96
95
94
93
92
91
90
89
88
87
86
85
84
83
82
81
80
79
78
77
76
OZ
90.71
±y
87.71
L.F.
±y
88.02
L,F,
Owner Information:BM=100:120
I Name:
I Location:
I Township:
[County:
I Lot #:
Gottschalk Lorilvn J & Rein Stanley M
S19.T44N.R09W
Barnes
Bavfield
_Q_
95 ^ ' 5-AprJstina System
96 V -^BM^B1^
B1=
B2=
B3=
Lake=
97.45
96.04
95.94
87
Driveway
48745
+/-150
Lower EauClare Lake
Well
CST:/Mark S. Thompson
x
Only in Tested Area 715/S3T-3139
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)
Pg1 of 4
Pg 2 of 4
Pg3of4
Pg4of4
Index & Cover Sheet
Plot Plan
Dispersal Area Cross-Section & Plan View
Management Plan
Attachments:Enclosures:
POWTS Application for Review
Soil Evaluation Report & Site Map
Project Name / Description
Gottschalk 3 Bed
Owner Name(s): Lorilyn Gottschalk Co-Trustee
Owner Address: 5156 Newton Ave. Minneapolis, MN
Phone: 612 .578 -2752
Zip:. 55419
Project Address: 48745 Clearwater Rd. Barnes, Wl
Govt. Lot:1/4 of
Township: Barnes
1/4, Section^9, T 44N-R^SEQor W [/l
County: Bayfield
Project Parcel ID #: 4194
Designer Information
Designer Name: Jason Kuettel _ Phone: 715 .798 .3355
Designer Address: po Box 66 Cable, Wl . 54821
E-mail: tim@andryras.com
License Number: 675751
Remarks:
Signature:
Original signature required on each submitted copy.
<s/^/^y
I Name:
I Location:
[Township:
I County:
I Lot #:
Owner Information:
Gottschalk Lorilvn J & Rein Stanley M
S19.T44N.R09W
Barnes
Bavfield
0
\^yjJTlL i^T^tt?
BM=100:120
^•^•^^ c^^^
B1 =
B2=
B3=
Lake=
97.45
96.04
95.94
87
Driveway
148745
Lower EauClare Lake
Well
1 "=50'Only in Tested Area
j^p G7^<>^
(.H^
IN-GROUND GRAVITY DISPERSAL AREA
Uniform Elevation Trenches with Quick4 Standard-W Chambers
3-ft Trench (down-sizing credit)
SOIL COVER
ri--^
\— mm. 12"(typical)
Septic Tank(s) Manufacturer:
Suoerior Precast
760 gal
Orenco
Septic Tank(s) Volume(s):
gal _ gal
Effluent Filter Manufacturer:
gal
Effluent Filter Model #:: FT-0822
12"
min. trench
depth(typical)
^B-' •^':<
34"-<—\-^ ., •• •• •(typical)
TYPICAL TRENCHCROSS SECTION VIEW
(No Scale)
Quick4 Standard-W
w/ End Cap
(typical)
System Elevation = 93.0 f(
(typical)
(Show location of inlet / outlet pipe connection on plan view.)
Provide minimum 3 ft
separation between trenches.
—: _____^ _______ ^_-__:
B= ^6_ ft
INSTALL PER TRENCH:
(typical)
Observation Pipe(typical)
Install per manufacturer's
instructions.
TYPICAL TRENCH
PLAN VIEW
(No Scale)
A =3.0 ft
(typical)
11 Quick4 Std-W @ 20 ff EISA/chamber = 220
Pairs of end caps @ 6 ft2 EISA/pair = ^.
ft2
ft2
-Quick4 Standard-W Chamber
(typical)
(mfd by Infiltrator Systems, Inc.)
Install pursuant to manufacturer's instructions.
n>0m
GO0
= Proposed EISA per trench =
x3_
Required Infiltration Area = °^ ft2 Distribution Method:
trenches = Proposed Total EISA = ^_ ft2 branched manifold
5Z:?TIC TAJ-1;<CROSS 5 ACTION .-hT> S?;:CIFlCATrn,'ti^
4" ScH^OPV-C IMSP. pi:?.: 6 " MI.Y A30VZ GRADZ.(opT.)
GbJ^e^ inle-4- Tr-\c^vY\o\& (^- \3u.(-ile-d.y
FINISHSD GRADE
APPROVED
PIPE 3'
ONTO SOLIDSO [L
-APPRfiXED B-A-FCfcE
Of FILTER.
MFG. OK.^CO
model ;F PT082-"2-
3" APPROVED BEDDING Uh1)£R TAh'K
SPECIFICATIONS
SEPT-AC^TANK-MANUFACTURE?: S^Pt^^0^ PC<X^fr'
TAW SIZE:S; SE?TIC ~7^0 GAL.
APPROVEDHANHOLE
W/ La/t<4.
WWw^ U^Q^_
-^" HIM.
OUTLET
NOTES:
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.
Maxi mum Dispersal Area Operating Limits :
Design Flow = 45° gpd: BODs$ 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
o nuisance factors (/.e. odors, user complaints, etc.)
o mechanical malfunction (/.e., pumps, valves, switches, floats, etc.)
o material fatigue (/.e., leaks, breaks, corrosion, ete.)
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, ete.)
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, ete.)
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, 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: Andry Rasmussen & Sons _ phone: 715-798-3355
Local government unit: Bayfield CQ. Zoning _ phone: 715-373-6138
Local government unit address: 117 E 5th St. 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.
• n:33 AM Novus-Wisconsin Access rev. 12.0206
. : 31'Estate Bayfield County Property Listing
Today's Date: 6/5/2024
Property Status: Current
Created On: 3/15/2006 1:14:53 PM
tion
Tax ID:
PIN;
Legacy PIN:
Map ID:
Municipality:
STR:
Description:
Recorded Acres:
Calculated Acres:
Lottery Claims:
First Dollar:
Zoning:
ESN;
''•f Tax Districts
1
04
004
041491
001700
Updated: 11/17/2021
4194
04-004-2-44-09-19-2 00-150-18000
004134007000
(004) TOWN OF BARNES
S19 T44N R09W
CLEARWATER (PART OF GOVT LOT 3)LOTS 19 & 20 IN V. 1006 P. 391 719R
2.330
2.333
0
Yes
(R-l) Residential-1
104
Updated: 3/15/2006
STATE
COUNTi'
TOWN OF BARNES
SCHL-DRUMMOND
TECHNICAL COLLEGE
o Recorded Documents Updated: 7/8/2009
B PERSONAL REPRESENTATIVES DEED
Date Recorded: 11/20/2008
Ownership Updated: 11/17/2021
LORILYN 3 GOTTSCHALK CO-TRUSTEE MINNEAPOLIS MN
STANLEY M REIN CO-TRUSTEE MINNEAPOLIS MN
Billing Address:
GOTTSCHALK, LORILYN J &
REIN, STANLEY MATTN: DEBRATING5156 NBA/TON AVE SMINNEAPOLIS MN 55419-1029
Site Address * indicates Private
48745 CLEARWATER RD
Property Assessment
2024 Assessment Detail
Code
Gl-RESIDENTIAL
2-Year Comparison
Land:
Improved:
Total!
£B* Property History
Mailing Address:
GOTTSCHALK, LORILYN 3 &
REIN, STANLEY MATTN: DEBRA TING5156 NEWTON AVE SMINNEAPOLIS MN 55419-1029
'rivate Road
BARNES 54873
Updated: 10/4/2016
Acres Land Imp.
2.330 343,100 114,400
2023 2024 Change
343,100 343,100 0.0%
114,400 114,400 0.0%
457,500 457,500 0.0%
B QUIT CLAIM DEED
Date Recorded: 5/5/2006 2006R-506566 943-783
N/A
7 ?nJL
https://novus.bayfieldcountv.wi.aov/access/master.asD?DaDrDid=4194 1/1
Private Sewage System Maintenance Agreement
Owner(s) Name
L.o?-i<-'r^ .1 (3oTT-/c i-*^^c-
(^_<3 r^^'re^
Owner(s) Mailing Address
5 \s & ^^rzi^/^-'e.>, A^I $-;s-mc)
Site Address
tT'67MS CL-6.y^J^ ^r^^. (Z>^ _ rj^fLrt^, i->3T
Tax ID S t^H
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. (COMPLETE Legal is required)
i 1/4 of 1/4 Section / ? Township ^/ N. Range _OC7_W.
Additional Legal Description:
Town of /!^-^^S
Lot /9 ^-1° Block
(Acreage) 'Z--7J Go'/'t Lot -37
Subdivision C.LC.^^ftT^—
Lot CSM#Vol..Page.CSM Doc #
OOCUMENT NUMBER2024R-603633
DANIEL. J. HEFFNER
REGISTER OF DEEDS
BAYFIELD COUNTY. Wl
RECORDED
06,14/2024 AT 1 :35 PM
KF-CORUiNG FEE: $30.00
PAGES: 1
Recording Area
Return To:
Planning and Zc(hJ.hg Department
l'il jUN 1 8^J^
fn-ground gravity
[_] Mound
D In-ground dosed Q In-ground pressure distribution Sewage System:
D At-grade Sewage System D Other.
Septic Tank (system types A through E): The sepiic tank shall be pumped by a certified septage servicing operator within three (3j 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 SPS 383.55, Wis. Admin. Code.
Private Sewage System Dispersal Cell (system types A through E): The privale sewage system distribulion 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 wastewatsr or effluent from the system is ponding on the ground surface.
Mounds, Al-qrade. and In-qround Pressure System Laterals (system types C, D and E): The laterals shall be flushed out and swabbeci 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 lav/.
The terms and conditions of the agreement sha!l be binding upon and inure to the benefit of all current and future owners of such property.
Owner(s) Name(s) - Please Print
^oe.\i_^'VJ 6orr-i<-<
Notanzed Owne'(s) - Signatursfs)
^.
Subscribed and^ sworn to before me on This date; "^ ^ '\ ^^ i'\twiASS^<W^^^A^^^^^A<vwwwwwM
^fo<^W^
Drai-dby J~,^\. L^A^.<^_ D?'.^
'C'lc^
DAVID GEORGE 8ERGH;Notary PuUto-MlnnNor
I /3-. /-z-oZ-3
BAYFIELD COUNTY SANITARY #
STATE SANITARY PERMIT
I TRANSFER/RENEWAL PREVIOUS NO.
OWNER: Lorilyn J Gottschalk Co-Trustee
& Stanley M Rein Co-Trustee
PROPERTY LOCATION:
Town of Barnes
Lots 19 & 20, Clearwater
SEC 19, T44N, R9W
PLUMBER: Jason Kuettel LIC. #: 675751
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 a
specified period.
(d) Changed regulations will not im pair 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.
Tracy Pooler
AUTHORIZED ISSUING OFFICER
7/1/2024
DATE
Condition: System to meet all setbacks. Management plan to owner. Properly maintain per recorded agreement. Properly abandon existing/old system per SPS 383.
THIS PERMIT EXPIRES 7/1/2026 UNLESS RENEWED BEFORE THAT DATE
POST IN FLAW VIEW
VISIBLE FROM THE ROAD FRONTING THE LOT DURING CONSTRUCTION