HomeMy WebLinkAbout24-72S Sunshine Properties/«sw*"^>.,/y/"'- ~~~'^
r^s.
'%^
^ $s-w
i.i/S/&/
Department of Safety
& Professional Services,
Industry Services Division
County BAYFIELD
Sanitary Permit Number (to be filled in by Co.)2^-7^
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 NumberNA
I. Application Information - Please Print All Information
Project Address (if different than mailing address)
25310 CAMP EIGHT ROAD
Property Owner's Name
SUNSHINE PROPERTIES LLC C/0 STEVEN LOUIS
parcel #04-021 -2-45-06-36-4
oi-ooo-iooo n^i
Property Owner's Mailing Address
1000 VILLAGB CENTER DRIVE, UNIT 403
City, State
BURR PLACE, IL
Zip Code60527
II. Type of Building (check all that apply)
[^[ or 2 Family Dwelling - Number of Bedrooms
D Public/Commercial - Describe Use
D State Owned - Describe Use
Phone Number
715-413-0782
Govt. Lot.
NE
NA
Lot #NA
SE •/,, Section
T 45 N R_06j^rW
Block #
Subdivision Name
NANA
CSM Number
#1194;V781,P361
a City of _
a ViUage of^ GRAND VIEW
ffl. Type ofPOWTS Permit: (Check either "New" or "Replacement" and other applicable on line A. Check one box on line B. Complete Une C if |
applicable.)
A.an XReplacement System
(explain)
Other Modification to Existing System D Additional Pretreatment Unit (explain)
B.D Holding Tank ^n-Ground GEOMAT
(conventional)
D At-Grade D Mound D Individual Site Design D Other Type (explain)
c.a Renewal Before
Expiration
D Revision D Change of Plumber D Transfer to New Owner;Ust Previous Permit Number and Date Issued
NK
IV. Dispersal/Treatment Area and Tank Information:
Design Flow (gpd),Design Soil ApplicatioQ<ftate(gpd/sf)Dispersal Area Requwe^f)150 Dispersal Area Progpsed (st)325'System Elevation
111.02 FT.
Tank Information
Capacity in
Gallons
New Tanks Existing Tanks
Total
Gallons
# of
Units
Manufacturer
4-<s, _sS 0
U y
m ~s
S3 S
•" -2E 0 i
CL,
Septic or Holding Tank 540 540 INFILTRATOR x^cDosing Chamber 540 540 I JNFILTRATOR
V. Responsibility Statement- I, the undersigned, assume responsibility for instaUation oftbe POWTS shown on the attached plans.
Plumber's Name (Print)
RYAN STRAND
MP/MPRS Number798301 Business Phone Number
715-558-1673
Plumber's Address (Street, City, State, Zip Code)1057 IN TOWN INDUSTRIAL PARK ROAD, HAYWARD, WI 54843
VI. County/Department Use Only
PeimitFee ^Jl\^. Approved
'p-olu-sn
D Disapproved
D Owner Given Reason for Denial
iignatureMbO ~ WV\ \^7^^r A5aW/a7
Conditions ofApproval/Reasons for Disapproval r ^^^S^m ^ ^w a^ MOW. ^-)^CtW^ 0^ Scp^
P^ SP^ 3^3.
^/v^Myw^1 P^ ^ ^(w-
Attach to complete plans for the system and submit to the County only on paper not less than 8 1/2 x II inches in size
SBD-6398 (R. 03/22)
,/^m";>>.
liif'] i« -; ^'^ss^^'
Wisconsin Department of Safety & Professional Services
Division of Industry Services
Vj K !j- U f IS
FEB (J 8 2024
SOIL EVALUATION REPORT"BayfTeld'
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. 15.04(1 )(m)).
%5n^SQing Dcptj5^/F<eU>7r
Parcell.D. _ J7@C?Ln^ az/^-y^ &6"^tt 6^w^i6on
Reviewed by /^s Date
a?-IS~W
Property Owner (Y^ .STBS^J
5tAMSH(l^& %bf6f^\es LLC. UtttS
Property Location I—I 0
GWcW. AJ'.f' % SS. V- S 3^ T tf5 N R Qft E^oryw
Property Owner's Mailing Address1006 \]\UA&£ /<W£ROR.,I/AHT^Site Address or CSM and Lot #:.^53T^'^raAtiTAttSi.. (/7^1. P3fe/ ^./^
Phone Number
(7/5)^/5^78-2.
Dc-rty D Village & Town
&RAND J/tffW
Nearest Road^Wlf ? ¥W=>
D New Construction
^-Replacement
Parent maten'al.
iidential/Numberof bedrooms ^~
D Public or commercial - Describe:
General comments and recommendations: &<?ftM^fT .JM'^P-OtWO - ^t-K
Code derived designflow rate 3<W GPD
Flood Plan elevation if applicable AM ft.
Boring #a Boring'it Ground surface elev. I U« 1s ft.Depth to limiting factor HO in. / elev.t67/8S.
3.35'
Horizon
J_
^_5
Depth
In.
b^\7.
l2.^P
) -SO
Dominant ColorMunsell J
7.5 VK 2-^
7.5Y^3Al
5-y^1*/
w_"%5C7
Redox Description
Qu. Az. Cont Color
-p/f^y-/
^un. ^
Texture
At
IS
J_
Structure
Or. Sz. Sh.
2^'n\skK
_^i
J^+Ol
Consistence
fMtfFrTnTm^
Boundary
6\rJ
/*t^/
Roots
3^-ci
z^-&
1^-p^
Soil Application Rate
GPD/Ft2
*Ef»1
0^
0.^7
().D
'Efl»2
I.Q~TU
^.2^
Boring #QBoring^"n Ground surface elev.U3.2^ft.Depth to limiting factor fcl2» jn. / elev.W'iZft.
?.5i?^f.
Horizon
z
2.
_s_3:
Depth
In.
DM
^-50
3t^i^1
Dominant Color
Munsell /^£ "VI?^•fi4
7.5 y/j3/^7.S^3fts/n"7
^of^D~SB1
Redox Description
Qu. Az. Cont Color
W 7.5<<^T
Hffta
//cS. 7S
Texture
:sL
J_
J5-/&
Structure
Gr. Sz. Sh.
^mst>^2fcfc^
Consistence
t^Axri-r
vn<rt-r
mi
r-
c-
~m/-
Boiaidary
-6>
fi*^
a^
Roots
^-es
^-cf>
>-mJ33
Soil Application Rate
GPD/FP
*EfflM
ML.DM
0.7
6.7
*EffiS2~w
JUL
/.(.v
>
CST Name (Please Print) \^
MARY JO HUPPERT (Hollister's Soil Testing & Design)
CST Number
224832
Address
25720 Firefly Lane, Webster, Wl 54893 }2.--2fsl. 7.02.^
Telephone Number
715-43B-1775
* Effluent#1 = BOD > 30 s 220 mg/L and TSS > 30 ss 150 mg/L • Effluent #2 = BOO, s 30 mg/L and TSS s 30 mg/L
-J ^/'
SBD-8330 (R03/22)
_Sv^^fc (?w>6wes' Lu^Page,_-2-°f^
Boring #
Q Boring12 Pit Ground surface etev,l|2Ut.Depth to limiting fac^lt\^ in. / elev./^O^ft.FEB U 8 ZUZ4 ^2^/.
Horizon
(
_2^
J_3:
Depth
In.~0^~
S' 3t>^34&-5(
Dominant Color
Munsell
7.SYR 2.5/&
7.^VJP '»/a
7.s^y^^
6W ^h-/"fyfD^~
Redox Description
Qu. Az. Cont. Color
-^f V£YRII/£
cel^s,
Hd- ID
Texture
&1
J_JL
-1s-
^
Structure
Gr.Sz. Sh.
z-f-n^K
Z^yASb/"
<DsgD^
Wfi..;,! (;
Consistence
yn^T
m^rt-
r_~mT
_mL
I'll !'>^ 'L^-C-
Boundary
^s
CS'as
Roots
3t4-co
2ad_^L^d
-w5EE
Soil Application Rate
GPD/Ft2
*Efl»1~0^
_^_0.7^
*Ef»2
1.0IiFJK
f.tp
Boring #QBoringD Pit Ground surface etev.Depth to limiting factor._in. / elev._Jt.
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 *EfB2
Boring #Boring
Pit Ground surface elev.__ft.Depth to limiting factor.in. / elev.
Horizon Depth
In.
Dominant ColorMunsell Redox Descnptlon
Qu. Az. Cont. Color
Texture Structure
Gr.Sz. Sh.
Consistence Boundary Roots
Soil Application Rate
GPD/Ft2
*Effi?1 'EfBffi
* Effluent#1 = BOD > 30s 220 mg/L and TSS > 30 < 150 mg/L * Effluent #2 = BOO, & 30 mg/L and TSS £ 30 mg/L
Plot Plan li I! FEB u 8 W^ ^Page ^of-^
(-
^fieid Co. Zoniiii;) Dept._5T£\{6js|
y Afjys
Ijegai Description: /U&'A 6F -We St^(. SB;.^.r<;f5M.^O{,i»^ T-Q^A rtpT
L-tf^eftt.^. SAVF»^U^» COMM-TV I\)(S<^ASI^. •z^S'o ^A^P eid.w l?^/
/
Ott-QSZJ-2.-45- OG»-3^.^ Ot-toO-100^0 __ ^
iyia ^o. z.uiiun-PROPERTY OWNER: SlA^&^^6 tkoTWDeS LLC 7o STE^G^ r r == 40 FT.
(except where noted)
Q == backhoe pit
UO A&K.-ES
NorthIMi
^^'ivz,.
c^.&0^
Bayfield County, Wl
1/28/2024, 3:28:15 PM
Rivers I„ ,, , I Section Lines
Meander Lines I—I Municipal Boundary
Approximate Parcel Boundary corner Tie sheets
Section Comer Monument on File
Building Footprint 2009-2015
Existing
Driveways
' Buildings
^r^-3
QC
00
Lt_
CX<0
r-J
Q
'r.
1:783
0.01 0.01 0.03 ml
0.01
Bayfield
0.03
OJ Bayflold County Land Records [
https://maps.bayfi8tdcounly.wi.gov/Ba:
GwNrt IN <»OU»ID AND D08NIG DISTRBUTON CONPONEWT Pra<»l
INDEX AND TFTLE PAGE
All Water Treatment Systems To Be Removed From System
Owner Info
Project Name:
Owner's Name:
Owner's Address:
SUNSHINE PROPERTIES LLC
STEVEN LOUIS
1000 VILLAGE CENTER DRIVE. UNIT 403
BURR RIDGE, IL 60527
Property Info
Property Address:
Legal Description:
Township
Subdivision Name:
Lot Number:
Parcel t.D. Number:
Plan Transaction No.
25310 CAMP EIGHT ROAD
MASON, Wl 54856
N/4^
s_4
-^L
T 45 N R^w
J-iocQln r<]Y6(M l/(('^ County: Bayfield
NA
NA Block Number:~ZT t» (' ^04-0^8-2~45-0j6-3/-? 0^-000-1000
NA CSM#: V781,
P361
index Pages
Page 1
Page 2
Page3
Page 4
Page 5
Page6
Page 7
Pages
Date:
Index and title
Data entry
GeoMat dist. cell drawings & calculations
Lateral and cell cross section
Management & contingency
Maintenance & specifications
Tank cross sections
Distribution media
MARY JO HUPPERT
01/31/24
Si9"at"re: • / 7ilUL "/^X.4 Z/
Designer' Sfiarri^' •^.T v~~' ;"^.'/
^f'/.
Plot planPage 9
Page 10
Page 11
Page 12
Page 13
Page 14
Page 15
Page 16 Aerial
^Tws^Mivr^ •
License Number:
Phone Number:
Fitter specifications^
Pump curve/specs
Tank specs/cAdr^• /2, p^s..
Soil test 'w
Soil test
Soil test ~t^2z^r^fc^TTT^c.-I
'TAt &-WTEME»rr ^ tCMTOUK AMP
1859-007
715-426-1775
1= Designed Pursuant to the
GeoMat In Ground Component Manual April 2019 Version
Page 1 of 16
Plot Plan
^
PROPERTY OWNER: Sm^S^tA)6 fKOTWT»5S LLC 4fto ^e\^A
LOUJtS
Legal DescriDtfon: AS'A Bf TH6 Sl^t, S&;*^T^-S>t, ^Ofcl*^-TOUJA rtT
Uhf^^ ^fisif F»W^ COMH-W Wis^Qu^ikA. z$3'0 dAMr et^wr lto<T
pq -c&*-_2. -tl5-_o^-3d-^ ^>1- too - IQOflO
r == 40 FT.
(except where noted)
Q == backhoe pit
UO ACX.ZS
North
^?t<-7°'^3^
0 "
(^fcO',
In Ground and Dosing Distribution Component Design
Design Worksheet
All Water Treatment Systems To Be Removed From System
Site Information
200.00
1.50
300.00
3.00
111.02
40.00
0.80
112.90
113.00
109.02
0.48
Residential or Commercial Design
Estimated Wastewater Flow (gpd)
Peaking Factor (e.g. 1.5 = 150%)
Design Flow (gpd)
Site Slope (%)
Prop. System Elevation (ft)
Depth to Limiting Factor (in)
In-situ Soil Application Rate (gpd/ft2)
Lowest Original Grade Ele. In System Area (ft)
Highest Original Grade Ele. In System Area (ft)
Limiting Factor Elevation (ft)
Depth Below Grade
N | ISD Required?
Sand & Native soil Contour
Distribution Cell Information
Cell Width (ft)3.25
2.00 Dispersal Cell Design Loading Rate (gpd/ft^)
Influent Wastewater Quality (1 or 2)
2^ Number of Cells
Distribution Information
4.25
29.36
0.50
2.00
180.00
89.00
3.50
22.37
2.50
28.87
59.36
25.00
System dosed [
Does the forcemain drain back? ^
Center or End Manifold, Dist. Box or Drop Box
Number of Laterals
Lateral Spacing (ft)
Forcemain Drainback (gal)
Forcemain Filter Loss (ft)
Forcemain Diameter (in)
Forcemain Length (ft)
Inside Pump Tank Elevation (ft)
System Head (ft) x 1.3Vertical Lift (ft)
Friction Loss (ft)
Total Dynamic Head (ft) Designer must enter friction loss and system demand (gpm)
Minimum Dose Volume (gal)
System Demand (gpm)
Manufacturer Information
Treatment Tank Information Effluent Filter Information
540.00| Septic Tank Capacity (gal)INFILTRATOR I Manufacturer
see pump tank
see pump tank
Filter Manufacturer
Filter Model Number
Dose Tank Information
Dose Tank Capacity (gal)
Dose Tank Volume (gal/in)
540.00
SEE CHART
INFILTRATOR J Manufacturer
Gallons/lnch Calculator (optional)
Total Tank Capacity (gal)
Total Working Liquid Depth (in)
gal/in (enter result in cell DoseTankVolume)
Project:SUNSHINE PROPERTIES LLC Page 2 of 16
In Ground Plan View
_B_
?0?0?0?0?0?0?0?0?0?0?0?0?0?0?0^0^0^^^^^^n
JL
Calculations
I
K
s^
1.00
1
1.00
A
B
Lw
3.25
5052
9.50
ft
ft
Basal Area Required
Basal Area Proposed
375
475
ft2
ft2
Basal Area CalculationGPD
300
Loading Rate
0.8
Total I 375
I Number of Cells |
gal/sq ft/day
ft2
^J
Cell Length
Min. Cell Length
Cell Spacing
50.00
23.1
1.00
GeoMat Dispersal Cell Basal Area Calculation |
GPD
300
Loading Rate
2.00
Total)
Proposed I
GeoMat Width
150
325
3.25
gal/sq ft/day
ft2
ft2
ft
Lineal Feet of GeoMat Required
Lineal Feet of GeoMat Proposed
46.2
100
NOTE: Min S dimension = V
System Elevation
Limiting Factor
Separation
111.02
^09.02
2
ft
ft
ft 2'Min
Directions:
Play with cei! length to get desired cell spacing, length and width. Remember system SHOULD be longer than it is
wide. It must also Satisfy basal loading rate and GeoMat ceil loadinq rate.
Project: SUNSHINE PROPERTIES LLC Page 3 of 16
End Connection Lateral Layout Diagram
•(--) ^.-.^^;o^:o^orc^
• --',- '-^~-}-.:c;^^^^d^c^^xix^te^c;te'd^3^c^~\^^:~(^,~^^^i^^~^~"^^'^^r~'^^'^^~^^^^'^\^.r>^r't~'^^^^^^^^
,/^^S^;$^:S%B$^^;~Q^^C^C-;.Q;Q^:C:C-C-^C^.Q^5^Q;C^Q^%:
iTTTiT?rrffrrmn'>-F""~'-''m^^mm'm-~mnm^<-m^^
Hole spacing is every 12" , 1/2" hole at 4 & 8 O'clock, starting 4 O'clock 6" from end and
8 O'clock Holes at 12" from end. 4" Perforated pipe may be used.
Pipe Length = GeoMat Length
Lateral Spacing | 4.25 |ft Pipe Diameter |_4^jin
Distribution Cell Cross Section
Finished Grade.wv -w
0.48ft
4" in
Sud COTemootnmcadod
Pi^:;—-—^
|Top of geomat to be at or
I below original grade
40in I •lS"o^&<><><w->^^»<ffHn^>^^f^^
' I I I ' i ' i ^ASTMNSsd ' L'-J^Lr^f^M^^f>
Dutribctioo
LdenlLevd
•Ftbric
^._GEOMAT
Jnfiteative Sur&ce
= = = = ^NATIVE SOlG = = = ^ =:
ImSae Factor
Observation Pipes
Wso-TlgUCtp
12- Min.
42" Max.
111.02
'M'M:""~1"n!l°^^;;;:;:;;;;:;;;!;;;!;
Project: SUNSHINE PROPERTIES LLC Page 4 of 16
Dose Tank Information
4" tnli.1
I'inisln.-il Grade
[-»" Clean out I'ipc
I.ticking cover with \\aminu; lalK'l.
loi.-kini; tic\ ice and uater lii;lti seal
l.lcclric.)! bo<
as per M-t' 500
;indSI'S316.;8\\A<.'
;•.-. i-.-. . n-.^
itaiiicl
tt;;i»%ft
\\'irc<> l-'roin lilcclric '•nnrcc
KitlUur
Ho-ss slop
and \\;ner
tiuhl uaskcl
[D_
J_
^
-4" Vcnlfd (\n cr
II/', •
Ubcumiccl
Option.il ball ial\c
to comn't ;>pc(d ol
cfllui.-nt being dt'wd
\^
\\cvp hi*)c tir .1111
MptlCIi ik-MLk:
[ii;h \\alcralunu»
['limp D" I'lnal f \
I'timp Ofi" lloal* ; :
ItlxL
I'ump
Oplioii.il outlet
4".\si\iw»ripv-i,>^
cm.\t^: lorLcnmn onln
MtlulyrountJ I nrnco
^
^=i
^' Bcddinu«ndj^tan^
Forcemain diameter
2 in.
Pump off elevation (ft)
i^effff^yr
Dose tank elevation (ft)
89.00
Dimensior
A
B~c
D
Total
Inches
2.».<X?
2.0Cw^(.00
<^.^
Gallons~^y^
^.di
f^.D^
SS.O^7S:(T
INFILTRATOR
Capacity
Volume
540.00
SEE CHAFI gal/inch
^SH7^-^ ^i«fl&ycs/d«<<4tfa~
1'SO'^ 1.2^/100 ; ^5& f^iCT^ f^O^
Filter Manufacturer i Clearflow
Filter Model Number ; NSSCFF324
Alarm Manufacturer iSJERhombus
Alarm Model Number JAB TANK ALERT
?\-«^7e/^:^^MSfft^
300 ^ - 6l^tt^ ^^ds^~5^
Pump Manufacturer jZoeller Company
Pump Model Number [ _ JS3> fsSj
Pump Must Deliver | 25.00|gpm at { 2887|ftTDH
<^C6ff/^
(
Project: SUNSHINE PROPERTIES LLC Page 7 of 16
GeoMat Distribution Cell Media Layout
3.25 | Cell Width (ft)2.63 ISidewall to Lateral (ft)
Distribution Cell Cross-section Arrangements
__0. _.____-„. , __0.-s _-
Component Legend
0 Distribution Pipe
GeoMat is covered with approved geotextile fabric as per the their product approval.
Distribution Cell Plan View Layout - Typical
3.25 | Cell Width - A (ft) | 50.00—| Cell Length - B (ft)
End Connection Lateral Layout Diagram
Finished Grade
Typical Dispersal Cell
'W Nw N^y
[-^^^'••^./ 2Stud Covcrreoomjucndod -.
Pipe ™I y- ' ••"• '"••^F^
c
Distnbotioo
LtfaaILevd
•l.r<>y<><^T^^^^ft^R>^w9w^K^^ ,.,
'I ' I ' I ' I tI2"ASTM.3is^d ' t_I^IJ,IJ 'I<^%^«^w^^^w^rf%<^n^=^v <^> »~*<r?c?«
I E E = ^ ^NATIVESOIl^ = = E=E ^
hfiUrative
Fabric
._GEOMAT
Compoosxt
.TJinirmg Factor
See details on page 4 for number, size, and spacing of laterals.
Project: SUNSHINE PROPERTIES LLC Page 8 of 16
NEW SEPTIC
SOl UTI0 NS
CLEARFLOW
FILTER
Address: N6643 Blue Lagoon Lane
City, State, Zip: Casco, Wi 54250
Telephone: 608-333-3610
Email: info@newsepticsystems.com
Website: www.newsepticsolutions.com
INSTALLLATION AND SERVICE INSTRUCTIONS
MODEL NO. NSSCFF324
FILTRAT10N 1/16" (.062" diameter holes) —. 0 50
FLOW RATE 83.8 gallons per minute @ Ipsi. ^
TDH Increase the total dynamic head loss by .05 feet
of head to overcome friction loss from the fitter
INSTALLATION
The NSSCFF324 ClearFlow is made to fit on the discharge port of any pump with
a 2-inch NPT discharge. The filter can be adapted to fit pumps with a smaller
diameter discharge. Install the filter in a position where it will be easy to service.
• Place a 2-inch Schedule 40 PVC male adapter (MIPT x socket) on the end of filter.
• Measure the amount of Schedule 40 PVC (tail section) needed between the filter
and pump. Cut the pipe to the desired length and insert into the pump & fitter.
* The filter housing has a 2-inch Camlock coupling connection to the force main.
(DO NOT REMOVE FILTER IF WATER LEVEL IS ABOVE FILTER CANISTER]
The length of time required between service intervals is unique to every application.
As such, we recommend the filter be checked within 12 months of installation to
determine future service intervals. Systems with known or suspected high volume
usage should be checked six months after installation.
DO NOT USE PLUMBING WHILE FILTER IS REMOVED
DO NOT ALLOW SOLIDS TO FALL INTO FILTER CASE
• Unscrew the 4-inch cap and remove the screen from the filter housing.
* Taking proper protection, clean the screen using a hose with a spray connection.
• After cleaning, inspect the screen for damage or corrosion. (Replace if necessary.)
• Place the screen back into the filter housing and screw the cap back on, taking care
not to cross the threads.
QUAUTY
The filter housing, cap and coupling are made of heavy-duty ABS injection molded
plastic. Injection molding insures the first part made and the ten thousandth part
are virtually the same, insuring consistently high quality in every part.
The stainless steel screen is made of 316L ((L stands for Low - meaning low carbon)
316L stainless contains molybdenum, an alloy which increases strength & hardness
and enhances resistance in areas high in salt air and chloride, giving it the nickname
'marine grade' stainless steel.
ITEM NO.
I
2
3
PART NUMBER
Fitter Body
Cam Lock
Fitter Cap
4 [Large Gasket
5 Screen filtef
;^,
4 T"
0—-.
ITEM NO.
1
2
3
4
SW-Fite NamefFite Name)
screen
Ftange
Wire handle
_Large Ftange
12-f
t3<l
Tu
2->-C3
^
HEAD CAPACITC CURVE
MODEL 152/153
UTERS .^ 80j 160 240 320
HOW PER MINUTE
CONSULT FACTORY FOR SPECIAL APPLICATIONS
• Tuned doang panels avafabte.
• Electrical aUemahxs. wrdupka systems, are avadabte and supplied wUh
ai alarm.
• Variable tend control switches are avatebte for corrtroang single phase
systems.
• Doubte piggyback variable tevet float swftches are awailabte (or variable
level long and short cyfie controls.
• Seated Owk-Box avztebte for outdoor mstalatons. See FM1420.
• Over 130*F. (54*C.) special quotation required.
1S2/1S3 Series
..-_._,-_-IWiaNOD&S, ,..„„"*tew} rwate-n T^to*^ L .^K_i
N'M j.115_.J,J .Jten. ..._._856N1521 115 1 l Auto ', as
E1S2 I ZB 1 ! Non ", 4J
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-JQ^s—i1i_._T.
(A CJBJnON fAX inita8»tton of controls, protection d—icn anri wuing should be dan* by a qualihcd
licensed •lectncun A* ctedrical and satety codts tlmuhl be hiUowod inckldlng the most
iccnit National EteUric Co-te (WEC) and IhcOccupaUonal Safety »nd HlHh act (OSHA).
SELECTION GUIDE
Sngte piggytadi wriaUe te»d Baal sw^ or dxUe piggyb^ variable 1^
swHch Refer 10 RH0477.
See FN0712 far correct model of Bedrical Afcnator E-Pak
VariaUe tewlcortrol amtch 10^)225 used as aconbol acthatof, spedty duplex (3)
or (4) Boat system.
RESERVE POWERED DESIGN
For unusual comfittons a resenre safety factor is engineered into the design ol eve^
httti-jfwvnttjiwHer.com
nuimp.aanrttwtautrik.xr «BSMW
SHPTOc WnCwRaiRaail
iamft.lCf «»1-1Wfsaymsw-imsufiHpwwn^jw 7 , VnwrftMwSnsr SBff'
LIFTING STRAP\ (TYPICAL)
A'
A
61.7(1567']
EXTERIORWIDTH
TANK TOP -\HALF
TANKINTERIOR
ALIGNMENTDOWEL (22)
^
TANK BOTTOM
HALF
: S'! MID-HEIGHT SEAM SECTION DETAIL
64,9 (1648) EXTERIOR LENGTH —,
TOP VIEW
0.2 [5) WALLTHICKNESS
I TP—»-J v-i —^r |
H 24 |6101 ACCESS OPENING WITH LOCKING LID
cfi
546(13871EXTERIORHEIGHT
SECTION A . A-END VIEW
SEAM CLIP
(Pr'PICAL)
LIFTING STRAP(F/PICAL)ISOMETRIC VIEW
~5\
.y
uHI
NOTES:
1. ALL DRAWING DIMENSIONS IN INCHES [MILLIMETERS] OR AS NOTED.
2. EXTERIOR OF ACCESS OPENING LID INCLUDES THE FOLLOWING WARNING IN ENGLISH,FRENCH & SPANISH: "DANGER DO NOT ENTER: POISON GASES •
3. TANK MARKINGS WILL INCLUDE; MANUFACTURER NAME, MODEL NUMBER. LIQUID CAPACIPT.DATE OF MANUFACTURE CODE, MAXIMUM BURIAL DEPTH. INLET. AND OUTLET.
4. MAXIMUM BURIAL DEPTH IS 48 In [1219 mm).5. MINIMUM BURIAL DEPTH IS 6 In (152 mm]
S. TANK IS FOR NON-TRAFFIC APPLICATIONS.7. NOMINAL WALL THICKNESS IS 0.20 In [5 mm)APPROVED
By Glen Schlueter at 10:56 am, Jun 23, 2022
r
INFILTRATOR WATER TECHNOLOGIES
4 Business Pork Rd.. Old Soybrook. CT C6475
(800);2t-<436
IAA.540
Pump/Slphon Tank Conflguration
Drown by: EM6 ' Checked by DJL | Date: 05-30-13
Cr-^ln. Unl In ,,-nla : nrnwlnn IM-i4n I <;hont 1 if
IM-540 General Specifications and Illustrations
The IM-540 is an injection molded two piece mid-seam
plastic tank. The IM-540 injection molded plastic design
attows for a mid-seam joint that has precise dimensions
for accepting an engineered EPDM gasket. Infiltrator's
gasket design utilizes technology from the water industry
to deliver proven means of maintaining a watertight seal.
The two-piece design is permanently fastened using a
series of non-corrosive plastic alignment dowels and
locking seam clips. The IM-540 is assembled and sold
through a network of certified Infittrator distributors.
A'
61 7_ [1567]E^TERlARWIDTH
649 [1 648) EXTERIOR LENGTM-—
Must be backfiUed and installed in accordance with
InfiHrator Water Technologies, Infiltrator IM-Series Septic
Tank General Installation Instructions and for shallow
ground water conditions reference the Infiltrator IM-
Series Tank Buoyancy Control Guidance.
Please visit www.inflltratorwater.com/images/pdf/
ManualsGuides/TANKOI.pdf for the latest information.
'NLET CONNECTION
rw-i
Total Capacity
Length
Width
552 gal (2090 L)
64.9''(1648mm)
61.7" (1567 mm)
END VIEW
,;4|6IO|l»am WXESS OPEHIHGWTH LOCKING .10/•'
Height
Maximum Burial Deptti
Minimum Burial Depth
Maximum Pipe Diameter
Weight
54.6" (1387 mm)
48" (1219 mm)
6" (152 mm)
4" (100 mm)
FnEET t T TfTu
169lbs(77kg)
J_^M SM^.
SECTION A-A-
TANK TOPHALF
r TANK BOHOMHMI
JNFiLTRATOR
4 Buahess Pak Road
P.O. Box 768Old Sattirook. CT 06475860-577-7000 • Fax 860-577-700)
1-000-ZZ1-44M
•nnn.inflltntorwrtw.coni
MID-HEIGHT SEAMSECTION DETAIL
U.S. Patents: 4,759,661; 5^117.041; 5,156,488; 5,336,017;5,«)1,116, 5.401,459, 5^11,903; 5,716,163; 5^86,776; S339A44 Caiadian Patents: 1,329.959:2,004,564 Olftei patents Dending. irtiKrator.
Equahzar. Quick^. •nd S*deWnd<r aw regiBtorad tractomarks of hiftNrator Water Tochnoloo»as. InWtnrtor » a registefed tradwnark in France, tnfiftrauy Wator Tecnnotogtea is a rcgtetaied trademarK in Mexico.
Contour, MfcroLaacHng, PolyTuff. ChambafSpacsr, MuKiPort. PoaiLock. QdckCut, Ouid<Play, SnapLocK and StraffnbacX are trademaHs o» Inflltrator Water TachnotogieS.
PolyLoli is a tradamah of Polytok, Inc- TUF-TTTE is a ngistared Irademik of TUF-TrTE, INC. UItra-Rib is a trademaik ol IPEX inc.
8 20)3 InfilBrtcr Wner TndmotoBJm LLC All nghts monvcd pnmad m U S.A IM11 1-16
Contact Infiltrator Water Technologies' Technical Services Department for assistance at 1-800-221-4436
Table 2:lomin;
Liquid height abov<
tank bottom1
in
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
cm
3
5
8
10
13
15
18
20
23
25
28
30
33
36
38
41
43
46
48
51
53
56
58
61
64
66
69
71
74
76
79
81
84
86
89
91
94
97
99
102
104
107
109
112
114
117
119
122
124
127
130
132
135
137
Volume Chart in U.S. Gallons
U.S. gallons at indicated height (measured from tank bottom to liquid surface)1
IM-300
2
6
10
15
20
26
31
37
43
49
55
62
68
75
82
89
96
103
111
118
126
133
141
148
156
164
172
180
187
195
202
210
217
224
231
238
245
251
258
264
270
276
282
287
293
298
303
308
312
314
IM-540
3
8
14
21
29
37
46
55
64
74
84
94
105
116
127
138
150
161
173
186
198
210
223
235
248
261
274
287
300
313
326
338
351
363
375
387
399
411
422
433
444
455
465
475
485
494
503
512
520
528
535
542
547
551z
IM-1060
3
13
28
46
65
86
107
129
152
176
200
225
251
277
303
330
357
384
411
438
465
493
521
549
577
605
633
662
691
719
747
775
802
830
857
884
911
938
965
992
1,018
1,044
1,069
1,094
1.118
1,142
1,165
1.187
1,208
1,228
1,247
1,265
1,278
1,287
CM-1060
5
17
31
50
70
91
113
137
160
185
210
236
262
288
315
342
369
396
423
451
478
506
534
562
591
619
648
677
706
734
762
790
818
846
873
901
928
955
982
1,008
1,035
1,061
1,087
1,111
1,136
1,160
1,184
1,206
1,228
1,248
1,267
1,282
1,293
1,300'/
IM-1250
A-
19
35
55
78
102
127
153
180
208
236
265
294
324
354
385
415
446
477
508
539
571
602
634
666
698
740
781
813
845
877
908
940
971
1.002
1.033
1.064
1.094
1.125
1,155
1.185
1.214
1.243
1.271
1.299
1.326
1.352
1.377
1.401
1.424
1.444
_M60.
1,473
1.478''
IM-1530
17
34
51
68
94
122
152
180
212
245
280
312
351
387
422
464
500
537
575
614
652
690
729
770
808
847
887
928
968
1,007
1,048
1,087
1,126
1,165
1,204
1.242
1,280
1,318
1,355
1,393
1.430
1,466
1,502
1,537
1,572
1,604
1,638
1.667
1,697
1,724
1.749
1.766
1.777
1.7852
Notes:
1. Liquid height measured from lowermost
inside surface at bottom of corrugation in
tank to the liquid surface elevation.
2. The total capacity of the IM-540 tank is
552 gallons; the total capacity of the CM-
1060 is 1,309 gallons; the total capacity
of the IM-1250 is 1 ,479 gallons; the total
capacity of the IM-1530 tank is 1,787
gallons.
3. To detormino the liquid votumo between
two heights, subtract the Table 2 volume
indicated for the upper and lower heights.
Example: CM-1060 volume between 50 in
(127 cm) and 40 in (102 cm) = 1,248 gal -
1.008 gat =240 gal.
Mt
>
.^'
/AaiA^imi-^ jo /VOL
WQ^ ^Shl^S <h/3€ ^H^ ^0 f/^'
•s3Vl^aeL<EtsA ^t-^'^f^-"
' ^ ;. /
:: 9il^<::;TC^
Real Estate Bayfield County Property Listing
Today's Date: 1/29/2024
Property Status: Current
Created On: 3/15/2006 1:15:29 PM
..-; Description
Tax ID:
PIN:
Legacy PIN:
Map ID:
Municipality:
STR:
Description;
Recorded Acres:
Calculated Acres:
Lottery Qaims:
First Dollar:
Zoning:
ESN:
Tax Districts
1
04
021
041491
001700
17821
04-021-2-45-06-36-4
021116110000
Updated: 3/12/2021
01-000-10000
(021) TOWN OF GRAND VIEW
S36 T45N R06W
NE SE IN V.781 P.361
40.000
39.122
0
No
(F-l) Forestry-1
115
1194
Updated: 3/15/2006
STATE
COUNTl'
TOWN OF GRAND VIEW
' Recorded Documents
0 CONVERSION
Date Recorded:
SCHL-DRUMMOND
TECHNICAL COLLEGE
Updated: 3/15/2006
457741 587-142;637-299;781-
361
<ai Ownership
SUNSHINE PROPERTIES LLC
Billlnfl Address;
SUNSHINE PROPERTIES LLCATTN: STEVEN LOUIS1000 VILLAGE CENTER DR
UNFT 403
BURR RIDGE IL 60527
r Site Address * indicates
N/A
' Property Assessment
2023 Assessment Detail
Code
G6-PRODUCTIVE FOREST
2-Year Comptkrison
Land:
Improved:
Total:
-*B Property History
Updated: 3/12/2021
BURR RIDGE IL
Mailinfl Address:
SUNSHINE PROPERTIES LLCATTN: STEVEN LOUIS1000 VILLAGE CENTER DR
UNFT 403
BURR RIDGE
Private Road
Acres
40.000
2022
57,000
0
57,000
IL 60527
Updated: 5/10/2016
Land Imp,
57,000 0
2023 Change
57,000 0.0%
0 0.0%
57,000 0,0%
Private Sewage System Maintenance Agreement
Owner(s) Name M^'.'
^yy&KpW? +'r<ip^r^^S^^- 5^?y6LoOLt^
Owner('s^TOailing Address
lOQO W\Q^C^^t Vr.[Ah^€^^rfid^'LL
Site Address
?^0 C/mjp^f^^. AY2$^.ujr^8^Tax ID #WQf)7
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 wilt 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)
_^JAL1/4 of^(Al_1/4 Section _3.L_Township l^_N. Range 6$"w.
Additional Legal Description:
Town of LTA^tn (Acreage)^Ufo Gov'tLot
Lot.Block Subdivision
Lot.CSM#.Vol...Page.CSMDoc#
, %/
DOCUMENT NUMBER2024R-6024S5
DANIEL J. HEFFNER
REGISTER OF DEEDS
BAYFIELD COUNTY, Wl
RECORDED03/05/2024 AT 1 0:49 AM
RECORDING FEE: $30.00
PAGES:1
Recording Area
Return To:
Planning and Zoning Department
In-ground gravity
Mound
D In-ground dosed
At-grade Sewage System
Q In-ground pressure distribution 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^jlter_(system types A through E): The sepUc tank efffuent 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.
Ownerfs) agree that failure to comply with this agreement will result in action being taken to pay all charges and costs incurred by BayTield 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 ofnoGce. 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
Owner(s) Name(s) - Please Print
Sfev^ LO\AIT •~'f~ r pf^^/^
Vr€s}c\^^L-LC.
Subscribed and sworn to before me on this date:
rj^t^ 1^,4-^Notai Notary Public
My Commission Expires:
:<I,-mn!"f»,C?E>-<SVMfi^-^R-^a^Lzo ^
Drafted by: <-7-/-'^ i j-^ //^[{J4 Date:I®CHES.I L./MARTIN
Notary Public -fcte of Florida
Commission i?GG 963256 I Proofed by:
MyComrn. Expires Jun 22, 2024
:'":; thrsuoi} »stwr,c\ Notary HSwSysanitary/septicmaintenceagreement
.'•..;::'-^"»'3?T^»'®;na:^r,2ffy<»sa^^ Revised July 2020
Notes/ Maintenance Requirements
MANAGEMENT PLAN
This private onsite wastewater (POWTS) has been designed, and is to be installed and maintained in accordance with SPS 383, Wis. Admin.
Code, the in-Ground Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems Version 2.0 SPS-10705-P
(N.01/01). GeoMat in ground Component manual April 2019 Version .
1. This POWTS has been designed to accommodate a maximum daily flow of_30Qi9ffons ofwastewater per day. The quality of
infiuent discharge into the POWTS treatment or dispersal component shall be equal to or less than all of the following.
A monthly average of 30 mg/L fats, oil and grease
A monthly average of 220 mg/L BOD5
A monthly average of 150 mg/L TSS
Wastewater shall not discharge to the POWTS in quantities or qualities that exceed these limits or that result in exceeding the enforcement
standards and preventative action limits specified in ch. NR UOTabtes 1 & 2 at a point of standards application, except as provided in DSPS
383.03 (4), Wis Admin. Code.
2. The owner of this POWTS is responsible for system operation and maintenance.
3. Defects or malfunctions identified during maintenance described above shall be repaired in conformance with SPS383 Wis. Admin. Code,
and the pertaining county Private Sewage Systems Ordinance. The user's manual, provided to the owner of the POWTS includes the names
and telephone numbers of the properly licensed individuals to contact for such repairs.
5. No product for chemical or physical restoration or chemical or physical procedures for POWTS may be used unless approved by the Dept.
of Commerce in accordance with SPS. 384, Wis. Admin. Code.
6. If the POWTS is replaced, or its use discontinued, it shall be abandoned in accordance with SPS 383.33, Wis. Admin. Code.
NOTES
Two Effluent Filters to be installed where possible 1 to be installed in ST, and or 1 in pump tank in
order to insure particle size less than or equal to 1/8". Filters should be cleaned once in spring, and once in fall. Also, strainers in sinks in
the building shall be maintained, so that solids and fats are minimized to flow into system.
A minimum of 2 observation pipes per cell shall be installed. These pipes shall be located approximately at the end of each cell.
The plumber, or county shall see to it that a copy of these plans including this page, maintenance folder, and maintenance agreement is
given to the homeowner.
This system may contain a dose chamber. If a pump, float, electrical outage causes the dose tank to fill, the homeowner should see to it that
the effluent level in the tank is brought down gradually and not all dosed to the system at once. One large dose could cause damage.
Contact a pumper or your installer if this problem occurs.
The homeowner is responsible for formulating a water conservation plan that will ensure the system is rarely overloaded. I.E. spread laundry
out over time, not 6 loads in 2 hours, while everybody showers, and uses the toilet, ETC.
CONTINGENCY PLAN FOR COMPONENT FAILURE
A. Septic Tank. Any structural failure resulting in cracks or leaks in the tank must be corrected by replacement of the septic tank component.
Leaks in the joints between manhole risers or covers shall be repaired by replacing faulty seals with approved materials to make joints water-
tight.
B. Outlet Filter. The outlet filter shall be replaced or repaired when it is either no longer capable of preventing the discharge of particles larger
than 1/8 inch or when it has become permanently degraded by clogging so as to interfere with the design flow out of the septic tank.
C. Dosing chamber and pump. The dosing chamber shall be replaced if any structural failure is found. Leaks in joints between manhole
risers or covers shall be repaired by replacing faulty seals with approved materials to make Joints water-tight. The pump and controls shall be
replaced when they are no longer capable of functioning according to the design plan.
D. Pressure Distribution Piping. Partial clogging of the distribution network may result in unduly long dosing cycles. The ends of the
distribution laterals may be exposed and the threaded end caps removed. The piping can be disconnected on the outlet end of the pump.
The distribution piping may then be back flushed to cleanse any accumulated matter from the piping. It is recommended that the dosing
chamber then be pumped by a licensed plumber.
E. Soil Absorption Cell. The discharge of sewage or wastewater to the ground surface is strictly prohibited due to the human health hazard
created by the effluent. All failures created by surface discharge shall immediately be reported to the appropriate county. The pump shall
then be immediately disconnected to prevent further discharge to the ground surface via the soil absorption cell. The existing septic tank and
dosing chamber shall be used as a temporary holding tank until the necessary repairs to the soil absorption cell can be achieved. The
replacement shall be initiated only after any necessary plan approvals have been obtained from the
approphate plan review authority and the required sanitary permit is obtained from the county.
Project: SUNSHINE PROPERTIES LLC Page 5 of 16
In Ground System Maintenance and Operation Specifications
Service Provider's Name
POWTS Regulator's Name
Design Flow - Peak
Estimated Flow - Average
Septic Tank Capacity
Soil Absorption Component Size
Type of Wastewater
RED'S SEPTIC SERVICE
Bayfield County SPIA - Zoning Department
System Flow and Load Parameters
300
200
540
162.5
Domestic
Septic and Pump Tank
Effluent Filter
Pump and Controls
Alarm
Pressure System
In Ground
Inspect and/or service once every 3 years
Inspect and clean as necessary at least once every 3 years
Test once every 3 years
Should test periodically
Laterals should be flushed and pressure tested every 3 years
Inspect for ponding and seepage once every 3 years
Phone
Phone (715)373-6138
gpd
gpd
gal
ft2
Maximum Influent Particle Size
Maximum BOD5
Maximum TSS
Maximum FOG
Maximum Fecal Coliform
Service Freauencv
1/8
30
30
10^GEA
in
mg/L
mg/L
mg/L
cfu/100 mL
Miscellaneous Construction and Materials Standards
1. Observation pipes are slotted and materials conform to Table SPS 384.30-1, have a watertight cap
and are secured in as shown in the GeoMat In Ground Component Manual Ver. April 2019.
2. Dispersal cell media conforms to GeoMat products approved for use with the GeoMat In Ground Component
Manual Ver April 2019. Media is covered with an approved geotextile fabric.
3. All gravity and pressure piping materials conform to the requirements in SPS 384, Wis. Adm. Code.
4. Scarification of basal area is accomplished with a rake or other toot.
5. All disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration.
Lateral Turn-up Detail
6-8" Diameter
Lawn Sprinkler
Box
Lateral Ends at Last Orifice Where
Finished
Grade
•j; -^.r rv:^'
ilLL^i-:..';^
Distribution Lateral:^-Lateral Cleanout
Threaded Cleanout
Plug or Ball Valve
Vent if itis-rfot Dosed
Long Sweep 90 or Two
45 Degree Bends Same
Diameter as Lateral
111.02 Feet
Project: SUNSHINE PROPERTIES LLC Page 6 of 16
BAYFIELD COUNTY SANITARY PERMIT # 24-72S
STATE SANITARY PERMIT
TRANSFER/RENEWAL PREVIOUS NO.
OWNER: Sunshine Properties LLC
PROPERTY LOCATION:
Town of Grand View
NE '/4 SE '/4
SEC 36, T44N, R6W
PLUMBER: Ryan Strand LIC. #: 798301
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 wilt 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.
McKenzie Slack
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 PLAIN VIEW
VISIBLE FROM THE ROAD FRONTING THE LOT DURING CONSTRUCTION
SRD-06499rR 06/911