HomeMy WebLinkAbout25-40SSS -00 5 S 2^
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Industry Services Division
4822 Madison Yards Way
Madison. WI 53705
P.O. Box 7302
Madison, WI 53707
County
Bayfield un r-3Sanitary Pemi^ ^unfc (to b^fil(<:d ^ b^So.J
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Sanitary Permit Application
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.
State Transaction Number
^-iy1!eld';u. i'ywv
Project Address (if different than mailing address)
2990 South Shore Rd. Barnes, Wl
I. Application Information - Please Print All Information
Property Owner's Name
Laurel Holm
Parcel#
2234
Property Owner's Mailing Address
N3409 830th St.
Property Location
Govt.Lot.
City, State
Hager City, Wl
Zip Code
54014
II. Type of Building (check all that apply)
11 or 2 Family Dwelling - Number ofBedrooi
'ublic/Commercial - Describe Use
IState Owned - Describe Use .
Phone Number
218-424-5123 NE ,/,SE _^ section 20_
Lot #.44 _N R 09 _EorW
Subdivision Name
Block #
|City of.
CSM Number Qvillage 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.)
A.^ p^Tew System [Replacement System )ther Modification to Existing System (explain)[Additional Pretreatment Unit (explain)
B.[aiding Tank IIn-Ground
(conventional)
I[At-Grade DMound Individual Site Design [Other Type (explain)
c.Renewal Before
Expiration
Revision 'hange of Plumber ransfer to New Ownerl ,ist Previous Permit Number and Date Issued
NA
IV. Dispersal/Treatment Area and Tank Information:
Design Flow (gpd)300 Design Soil Application Rate(gpd/sf)
0.7
Dispersal Area Required (sf)
428
Dispersal Area Proposed (sf)
452
System Elevation
194.0
Tank Information
Capacity in
Gallons
New Tanks Existing Tanks
Total
Gallons
# of
Units
Manufacturer
Septic or Holding Tank 750 750 Superior Precast
Dosing Chamber
V. Responsibility Statement- I, the undersigned, assume responsibijjty for installation of the POWTS shown on the attached plans,
Plumber's Name (Print)
Jason Kuettel
Plumber's Si:MP/MPRS Number
675751
Business Phone Number
715-798-3355
Plumber's Address (Street, City, State, Zip Code)
PO Box 66 Cable, Wl 54821
V^ County/Department Use Only
Approved d Disapproved
D Owner Given Reason for Denial
Permit Fee
$ tio0 '
Date Issued
.^}-<c^>/A5
Issuing Agegt^ignaj
^^- //;??7/3 j^.^
Conditions ofApproval/Reasons for Disapproval
^r^ftcT ^y^f^i^ ^^^ Vs ^^^ a^.^
Sej^ ^fcfo<^JL (La^r&l.
Attach to complete plans for the system and submit to the County only on paper not less than 8 1/2 x 11 inches in size
SBD-6398 (R. 02/22)
W-OO'L^
~\°F
Soil Evaluation Report
in accordance with SPS 385 , Wis.Ac ^'^
Attach complete site plan on paper not less than 8% X 11 inches in size. -"Page:
inH
'ii@fc-^^'?^/ wlsliconsin Department of Safety and Professional Servises [ill NAY 2 Szu.
1 of 6
Plan 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)).
Property Owner:
Laura Holm
Property Owners Mailing Address:
N3409 830th St
City
Hager City
|s7 New
Seneral
System
r Replacement
Parent Material:
I
acement
Vlaterial:
;omment
levation:
StateWl Zip Code [Phone Number:54014 | 0
Number of Bedrooms:Residential .—..--. - —.—...-.
|— Public or Commercial - Describe:
Outwash
ii Recommendations:
94.5 Load Rate:
2
Flood Plair
07
^unty^" wynein (.:o Zonmq Dep
Bavfield
:>arcel I.D.
2234
i\^s6J^i:H^w% ^A^~
3roperty Location
NE1/4SE1/4,S20,T44N,R09W
Site Address or CSM and Lot #
2990 South Shore Road
Town
Barnes
Nearest Road:
South Shore Road
Flood
Applicable:
Eleyat
Code derivedderived design flow rate:
Plain if applicable
0
wp,.Ran,qe; 90_2
Ground surface Elev: Depth to Limiting Factor:Boring #1 r Bor. ^ n "' uu"u '"•gg'e "7^ ^ 2o^pl" lEilelv"IUIIa r°'86.u6 ft
Horizon
1
2
3
4
5
6
7
Depth in
0-10
10-24
24-120
Domm.Colo
Munsell
7.5YR2.5/1
7.5YR4/4
7.5YR4/6
Redox Description
Qu. Sz. Cont. Coloi
N/A
N/A
N/A
Texture
SL
LS
MS
Structure
Gr.Sz.Sh.
2MSBK
OSG
OSG
;onsistence
MFR
ML
ML
Boundary
cs
cs
N/A
Roots
3CO
3M
1F
r Bor.ff Rt Ground surface Elev: Depth to Limiting Factor:
97.18 Ft. 120 in. Elev. 87.18 ft
Horizon
1
2
3
4
5
6
7
Depth in
0-4
4-28
28-120
Domm.Coloi
Munsell
7.5YR2.5/1
7.5YR4/4
7.5YR4/6
Redox Description
3u. Sz. Cont. Color
N/A
N/A
N/A
Texture
SL
LS
MS
•Effluent #1 = SOD 5>30< 220 mg/l and TSS>30-<^50mg//
;ST Name (Please Print)
Mark S. Thompson]
Address: 12006 N US Hwy 63
Hayward, Wl 54843|
Structure
Gr.Sz.Sh.
2MSBK
OSG
OSG
insistence
MFR
ML
ML
Boundary
cs
cs
N/A
Roots
300
3M
1F
300
To 94.6
Soil Application Rate:
GPD/ft2
*Eff#1
0.6
0.7
0.7
Ef(S2
1.0
L6
L6
Soil Application Rate:
GPD/ft2
*EfW1
M
OJ.
OZ
Eff#2
1.0
1^
L6
^tffhi^nt #2 = BOD 5 < 30 mg/1 and TSS 5 30 mg/1^/L4^^)ate^al u'ation" Conducted:
Tuesday'May 13,2025
^
=ST Number: g^gg
Felephone Number
715/699-4081
SBD-8330 (R04/21)
Property Owner:Laura Holm Parcel I. D.2234 Page: | Hi 2^fl'J
-025
Boring # 3
Horizonl
1
2
3
4
5
6
7
Depth ii
0-6
6-24
24-12C
Boring # 4
Horizonl
1
2
3
4
5
6
7
Depth ir
Boring # 5
-lorizonl
1
2
3
4
5
6
7
3epth ir
Boring # 6
Horizonl
1
2
3
4
5
6
7
)epth in
p Ground surface Elev: Depth to Limiting Factor:
97.2 Ft. 97.2 in. Elev. 87.2 ft
Domm.Colorl
Munsell
7.5YR2.5/1
7.5YR4/4
7.5YR4/6
Redox Descriptior
Qu. Sz. Cont. Cole
N/A
N/A
N/A
Textur
SL
LS
MS
Ground surface Elev:- Bor 1^ Pit t
0 Ft.
3omm.Color|
Munsell
Redox Descriptior
Qu. Sz. Cont. Colo Fextun
Ground surface Elev:Bar 1^ Pit
0 Ft.
Domm.Colorl
Munsell
Redox Description
3u. Sz. Cont. Colo Fexturs
Ground surface Elev:Bar |V Pit 0 Ft.
)omm.Color|
Munsell
Redox Description
3u. Sz. Cont. Coloi 'exture
Structure
Gr.Sz.Sh.
2MSBK
OSG
OSG
Consisteno
MFR
ML
ML
Boundar
cs
cs
N/A
Roots
sco
3M
1F
Depth to Limiting Factor:
0 In.
Structure
Gr.Sz.Sh.Sonsistena Boundan Roots
Depth to Limiting Factor:
0 In.
Structure
Gr.Sz.Sh.Sonsistence Boundary Roots
Depth to Limiting Factor:
0 In.
Structure
Gr.Sz.Sh.insistence Boundary Roots
Soil, ^pg,, Rate
GPD/ft2
*Ef?1
M
oz
0.7
Eff#2
LO
L6
1.6
Boil App. Rate
GPD/ft2
*Eff#1 Eff#2
3oil App. Rate
GPD/ft2
*Eff#1 =ff#2
Soil App. Rate
GPD/ft2
*Eff#1 Eff#2
affluent #1 = BOD 5>30<. 220 mg/l and TSS>30 <. 150mg/l "affluent #2 = BOO 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
services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777
SBD-8330(R.07/00)
!ni i? 'f? i? fl 1^irt
Owner:
System Elevation:
Laura
94.5
Soil Profile
Holm
Load Rate:
Sheet
I Soil
0.
Tester:
7 I System Elevation:
Page:
^Vlark S.
90.2
3 of 6
Thompsortr " ' 1!
To 94.6
HAY z b zo^
101
100
99
98
97
96
95
94
93
92
91
90
89
88
87
86
85
84
83
82
81
80
79
B3
97.2
='95.2 $
0^
90.2
87.2
L.F.
101
100
99
98
97
96
95
94
93
92
91
90
89
88
87
86
85
84
83
82
81
80
79
B2
Owner Information:
Name:
I Location:
|Township:
[County:
I Lot #:
Laura Holm
NE1/4SE1/4.S20.T44N.R09W
Barnes
Bavfielc
2990 South Shore Road
No Well
BM=100: Nail w/ribbon on the base of tree near B3
B1 =
B2=
B3=
Lake=
96.6
97.18
97.2
0
Proposed 2 bed house
2990
South Shore Road
>
<QcwQ-.
(D?0MQ.
CST: Mark SJftt&mps^rf^x ^^^f98 ' "
Only in Tested Area 715/699-4081
co£U'§?
CB>
Q.
?'">»0
ii v0
CQQtK-0
3:&>
r\_-
ec
^*
.;/
.^=r
t'ruT]
<S=3)
iKFO
C5§
[nn]
20'60'100'
PAGE 1 OF 4
In-Ground Gravity Plan
Index & Cover Sheet H;n\
^ t,
l|il MAY 26ZQ2"
Component Manual Design References:
In-Ground Soil Absorption for POWTS Version 2.1 (May 2022-aQ^T'); c ^un«!5 i-'&n'
Pg 1 of 4
Pg2of4
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
Holm 2 Bed
Owner Name(s): Laurel Holm phone: 218 .424 .5123
Owner Address: N3409 830th St. Hager City, Wl Zip:. 54014
Project Address: 2990 South Shore Rd. Barnes, Wl 54873
Govt. Lot: _ NE 1/4 of Nw 1/4, Section^0, T 44 N-R09 E \_\ or W [/]
Township: Barnes _ County: Bayfield
Project Parcel ID #: 2234
Designer Information
Designer Name: Jason Kuettel _ Phone: 715 .798 -3355
Designer Address: PO Box 66 Cable, Wl _ Zip: 54821
E-mail: tim@andryras.com •'L'n^i! ^>iniL"
License Number: 675751
Remarks:
Signature:.^L^.
Original sign^ftrsf required on each submitted copy.
Date: $A 8/2^
Owner Information:
I Name:
I Location:
[Township:
I County:
I Lot#:
Laura Holm
NE1/4SE1/4.S20,T44N,R09W
Barnes
Bavfield
2990 South Shore Road
No Well
BM=100: Nail w/ribbon on the base of tree near B3
Cz) €. ^' <?^c»- M
^y-AJ^Qe«.^
^
<^^?(^-fi<:^~
<<-s-<sJ r~
Proposed 2 bed house
Driveway
~7^0 1^y o.ze^co <^^
2990
South Shore Road
B1 = 96.6
B2= 97.18
B3=
c\J-nrA^ &- ~^^L °
>
(Qcwf-t-3(D
~n§
Only in Tested Area
$•"'
^><s^)
^/^/^-
0
i>i0
(00,CD13
-^.~^3-
-^<
i^o
•co
r~~oCDI'OU-l
CnJ=i!
[Tim
IN-GROUND GRAVITY DISPERSAL AREA
Uniform Elevation Trenches with Quick4 Standard-W Chambers
3-ft Trench (down-sizing credit)
1;L"^!
!f-n=Q
.'£-=)
iZJT-li^
;\J
<1
Q-S300-;
0*0
<t>
'^^wiM
SOIL COVER
Septic Tank(s) Manufacturer:
Suoerior Precast
750 gal
Orenco
Septic Tank(s) Volume(s):
gal _ gal
Effluent Filter Manufacturer:
gal
Effluent Filter Model #:FT-0822
12"
min. trench
depth
(typical)
34
°.^ :<
i4"-<—V—J ... •• •• '(typical)
TYPICAL TRENCHCROSS SECTION VIEW
(No Scale)
Quick4 Standard-W
w/ End Cap
(typical)
System Elevation = 94-° ft
(typical)
(Show location of inlet / outlet pipe connection on plan view.)
Provide minimum 3 ft
separation between trenches.
wnms
INSTALL PER TRENCH:
_^-_____
B= i6_ ft
(typical)
--^-
Observation Pipe(typical)
Install per manufacturer's
instructions.
TYPICAL TRENCH
PLAN VIEW
(No Scale)
11 Quick4 Std-W @ 20 ff EISA/chamber = 220
Pairs of end caps @ 6 ft2 EISA/pair = ^.
ft2
ft2
A =3.0 ft
(typical)
-Quick4 Standard-W Chamber(typical)
(mfd by Inflltrator Systems, Inc.)
Install pursuant to manufacturer's instructions.
:u>CDmGO
0
= Proposed EISA per trench = 226 ft2 Required Infiltration Area = 428
trenches = Proposed Total EISA = 452
ft2
ft2
Distribution Method:
branched manifold
MM4^ irr^p^In-ground Gravity Management Plar^',ini MAY '/y^;^" ^"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 ^ 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, ete.)
o electrical components - if applicable (/.e., wiring, connections, switches, controls, timers, alarms, eto.)
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 tankfs) 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 CD. 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.
5 ~L?T 1C TAJ-IK CROSS SECTION ANT' S?ZCIriCATIONS
4" Scri^oPrciNSP. p;:?s 6^ "^i?^ A30VZ GRADZ.CopT) 1 I G IE H
Cbjha^ i,nle-+ r^c-v^o\& t^ ou.n'&d.y - ----^p-'-./ !u<'Cujhe^p. i.nle/t- r^c-t.\V\o\& t^' ou-ri'e-d.^
FINISHSD GP^ADZ
T^
APPROVED
PIPE 3'
ONTO SOLID
SO [L
MAY ^H^n^ ^ APPROVED' u ''-"•' '" M^/HOLE
^qyiijajd (^ ^O^ij-ji, ijapi W/ LcCk.4-
• WW/,^ ^fiQ^_
-4" HIM.
-APPROVED. &A-F%:E
Of( FILTER.
NFG. OKnco
model S -pTOSZ"^
3" APPROVED BEDDING UKliSP, TAfl'K
SPBCIFICATIONS
SEPTAC-
TANK HA-WFACTURE?.: <^/'e'<-jt<<- ptZ-c^^T-
TAW SIZE:SJ SSPTIC ^5'^ GAL. _
OUTLET
NOTES:
55-?t
Private Sewage System Maintenance Agreement
Owner(s) Name
^\U-i2-fc^_ h^^/^.
Owner(s) Mailing Address
^?40°t 83or<"ST. HrtGi^ CIT^^ST 5-yo)t/
Site Address
^.^lo ^c^n-<- ^hte.ze |2-^>. (2>.^a^e3, i^^~
Tax ID #2-ZJL/
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)
1^€ 1/4 of '$>£ 1/4 Section "2_c-' Township '-/'-/ N. Range Oc? W.
Additional Legal Description: ^^i: i'^ I "I ^t*^t.
Town of /?/=sh«^CS (Acreage)Gov't Lot
Lot Block Subdivision
Lot CSM # / 3 o Vol. ^- Page i ~7 '2- CSM Doc # "Jo'-l I Z-0
OOCUMENT NUMBER2025R-607641
DANIEL J. HEF-F-NER
REGISTER OF DEEDS
BAYFIELD COUNTY. WI
RECORDED
05/28^2025 AT 2:59 PM
RECORDING FEE: $30.00
PAGES: 1
Recording Area
Return To:
Planning andL Zoning Degar^^iR 0
MAY 9 y ?n?h iy:
[3 In-ground gravity
D Mound
In-ground dosed Q In-ground pressure distribuficj
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 (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 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-arade, and In-around 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
^Au'Z-tt- /-(-Z5CA-
Subscribed and sworn to before me on this date:
fv^u-), Ma^jj l^vi, 2^-7-5
\\\\"r '"^^Notarized Owner(s) - Signature(s)
My Commission ExpFI'gs:C^ /-ZLP toZ^
"I"'///,
Drafted by: ~T7^w^^--^^^0^?u/forms/sanitary/septicmaintenci
Revised July 2020
BAYFIELD COUNTS SANITARY PERMIT (#04)-25^0S
STATE SANITARY PERMIT
OWNER: LAUREL HOLM
GOVTLOT: LOT: BLK:
NE1/4 SE1/4 SEC: 20, T 44 N, R 9 W
TOWNSHIP: Barnes
SOIL TEST: 40-25
NEW SYSTEM
SYSTEM T/PE: Non-Pressurized In-Ground
PLUMBER: JASON KUETTEL
TRACY POOLER
Authorized Issuing Officer
DATE: 6/3/2025
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 #:
LICENSE: # MP 675751
Condition: Properly Maintain System Per Recorded Agreement. Protect system from vehicular
activity.
THIS PERMIT EXPIRES 6/3/2027
POST IN PLAIN VIEW
MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION