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Home My WebLink About25-32S//^^*?l;.>y '^' ' •<? ."s ''^-.. /$TER^^'^ ^5'oo^rO '^''fe-'z^p?' Industry Services Division 4822 Madison Yards Way Madisoj P.OJ Madiscj WIix^30^ ^8 !E I if II I WI53707MAY 2 8 m') County Bayfield '[Sanitary Permit Number (to be filled in by Co.) ^^-^z^ Sanitary Permit Application M ; <L 1.,.J /_ ^ ' L •-State Transaction Number In accordance with SPS 383.21(2) Wis. Adm. Code, submission of this form to th^,approp,^t&gove^e|^ajr^Hjtti 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. I5.04(I)(m), Stats. Project Address (if different than mailing address) Same I. Application Information - Please Print All Information Property Owner's Name Karen Wozniak Parcel # 8537 Property Owner's Mailing Address 44185 Perry Lake Rd. Property Location City, State Cable, Wl Zip Code54821 II. Type of Building (check all that apply) [1 or 2 Family Dwelling- Number of Bedrooms _2_ "ublic/CommerciaI - Describe Use [State Owned - Describe Use Phone Number 715-798-5028 Lot # Govt. Lot p 43 1 _'/4, Section 08 _N R 07 1 _E onW Subdivision Name Block # CSM Number #851 V5 P351 |||cityof_ ||_[Village of fTlTown of Gable 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.lew System [Replacement System ther Modification to Existing System (explain) ||[Additional Pretreatment Unit (explain) B.[Holding Tank I In-Ground (conventional) I^t-Grade I Mound Individual Site Design [Other Type (explain) c.Renewal Before Expiration Revision :hange of Plumber IList Previous Permit Number and Date Issued !jft 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 193.5 Tank Information Capacity in Gallons New Tanks Septic or Holding Tank 750 Dosing Chamber Existing Tanks Total Gallons 750 # of Units Manufacturer Superior Precast 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 Signatuj ^S%2y" MP/MPRS Number 675751 Business Phone Number 715-798-3355 Plumber's Address (Street, City, State, Zip Code) f PO Box 66 Cable, Wl 54821 VI. County/Department Use Only Approved D Disapproved D Owner Given Reason for Denial Permit Fee Date Issued fY^5750,^ \ Issuing Ag?(ySigni}ture W^7/3 ^^ Conditions ofApproval/Reasons for Disapproval ^>€^ (C^^che^ d^rji, 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) ^<''J' 1!)( / Wisconsin Department of Safety and Professional Servicess-l/^/, ^ Division of Industry Services <^ ori-5 Page_-of_MAY 2^0^SOIL EVALUATION REPORT ~ " In accordance with SPS 3^Wi^ A^n|^;c|tjesj Attach complete site plan on paper not less than 81/2x11 inches in size. PlajiWnusTinclude. but not limited to: vertical and horizontal reference point (BM), direction and p^ent scale or dimensions, north arrow. and location and distance to nearest road. ii Si • 2 8 'Wt Please print all information. - ; Personal information you provide may be used for secondary purposes (Privacy Lawfs. f^b4(1)(m^. ioui Parcel i BAYFIELD-ytela_^ Xl> g>53~7 f^37i3\Date property Owner Kok^-t' P-, V.^e.^T Ljoz.ni'^k Property Location Govt.Lot 1 '/<% S og) T 43 N R 0~[ D' a E (or)® Property Owner's Mailing Address L4Ln&5' Per<-^ L-^ 12-ci Site Address or CSM and Lot #:TJ+T ^i-Ty. 5- P. 35-f -^- ^5-1 CityC^\€.State LJl Zip Code^w Phone Number ( ) D City D Village C2 Town ie 014 Nearest Road U^ P-d Q New Construction Replacement Parent material Q I a. Use: ID Cm \ Residential / Number of bedrooms Public or commercial-k-Ll General comments and recommendations:,~~l ^0 - Describe: '^-^ z/ ^ei.^3.5' Code Flood ^ derived designflow rate.3DO GPD Plan elevation if applicable — f 'tt-v\^ cfZ-—€t ^5 't. ) Boring #D Boring Ground surface elev.1-! '•-? fl.Depth to limiting factor (05^ in. / etev. ?^'^t- Horizon T 2, 3_ &f/2^ Depth In. ~o^\ ~-7-T^ 52.-(oS 11^ L-fi-t<-> ^ Dominant Color Munsell ~!^ "/i " </7 - " H/-Z, / f^'s-'c^. Redox Description Qu. Az. Cont. Color Texture i5 \K_5_^ Structure Gr.Sz. Sh. <e - •< l( Consistence nj •( H_ Boundary J(^> _t(_ Roots 17T~^T Soil Application Rate GPD/Ft2 <Eff#1 .1 .-7 .-! •Eff#2 J_L i.l. (..(. 2 Boring #["[Boring ]Pit Ground surface elev.(l7-z-tf. Depth to limiting factor it) ^' m. / elev.^^'^fe Horizon ( z 3 Depth In. 0-1 -7-?5 J?-« Dominant Color Munsell -T^vi- ^./ ^ 5 t< ^A Redox Description Qu. Az. Cont. Color Texture (^ 5(~^ ^ Structure Gr.Sz. Sh. <s -^~7'( 'f Consistence IM. < •I Boundary <^(J l( Roots jZ:~l^~ Soil ApplicationRate GPD/Ft2 •Eff#1 •-? .-L ,-t *Eff#2 IM l.<- i.L CST Name MERTON MAKI Signature /-^A- M^-CST Number 224901 Address 10869N SMITH COURT HAYWARD, WI 54843 Date Evaluation Conducted ^-C^~ 2-7 Telephone Number (715) 634-871 /^ll^U • Effluent #1 = BOD ? 30 S 220 mg/L and TSS > 30 S 150 mg/L • Effluent #2 = BOD, £ 30 mg/L and TSS < 30mg/L LP'//SBD-8330(R04/21)^< Boring # d Boring'it Ground surface elev.; Page..of. Depth to limiting factor'00 in. / elev.<^« Hon'zon I z. JL Depth In. 0-1 -}--^ 3 (-(00 Dominant Color Munselt ~LV.^.{ ^ •. V/3 Redox Description Qu. Az. ConL Color { Texture -C5~ y5 3r-§- Structure Gr. Sz. Sh. o-y^ «( JL Consistence ~^L 1( JL Boundary u> t( Roots to'<L \of- Soil ApplicationRate GPD/Ff *Ef»1 n ,-Tn *Ef»2 -lA.JJE l.(^ Boring #a BoringD Pit Ground surface elev..-ft.Depth to limiting factor..in. / elev.._ft. Soil ApplicationRate Horizon Depth In. Dominant ColorMunsell Redox Description Qu. Az. Cont Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/FP •EffiM *Ef»2 1 bp. ^ ff^p^l =-30Q 5P<4 ~|.-7$^ IS* =-4^oa r<s^L^B14-2^irA - 2-^>p r^^--M.4 2.S-T<7K-CL vc.C 7 /^ T1 r^vtcU [\fi&+- €.^_cU_-{=^L -a ^v=-^—.\^4^u ^l^^TQ<JC—Jc^gy- _^^M.^ <ft00 ^.OA/L^S,T Boring #D BoringD Pit Ground surface elev.._ft.Depth to limiting factor..in. / elev.__ft. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots Soil ApplicationRate GPD/Ft2 •Efl#1 *Efl»2 • Effluent #1 = BOD > 30 & 220 mg/L and TSS > 30 s 150 mg/L * Effluent »2 = BOD, s 30 mg/L and TSS s 30mg/L 03 .0 . 0 - 0 -J - J - ^ (^ M . '/ I < " J ^ N - J ^ » « ' ^1 ^ - 5 S 3 . ^r - D ^ tf \ - S ^ b " ^ M1~ ^ ^ ^ . ^ -I - ^ ^ - ^ ><n?00 03^0?0<- >r^i~r0-^??1^T ^- ? - ? \A t > . 0 ~^ . . ^ t T ? ! ^ ^ ^ S ? T ^ ft ^ p _ 0 r . ^ r ^<1j r^p 0- coc"t ^t1 •^ m r- t- J r - - 0 IhK v '- \ 00.&- <nt £.K -^ . Lc1 II s -c0 5^ ' ^ - ^ 3 • C 3 ^i+ \u y;0 l" ' ^ ±2 ^ L C = 3 J ^s .cr C3 r- < ' :. y ' °\ • ? ? \ \ i /» 4 ^ 2 - ^% t s i ^ -1 ,- r AJO A5 ^' -c r ^ ^ ^ ^ - ^ ft - £ <& (M pT- r( A ? J I o r ^ CP -1 h ^ p? ^ ^ D (A ) C 9 o " c. ^ w - w ^ p - j n "^ »u^t/ »^w 0J£ ACT - (^ ~ ~? -T 3 _ i. n r t i In-Ground Gravity Plan Index & Cover Sheet Component Manual Design References: ;1 '; ^. 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 Wozniak 2 Bed Owner Name(s): Karen Wozniak _ Phone: 715 .798 .5028 Owner Address: 44185 Perry Lake Rd. Cable, Wl _ Zip: 54821 Project Address: Same Govt. Lot: _ 1/4 of 1/4, Section °8 , T 43 N-R 07 E |_| or W [/| Township: Cable _ County: Bayfield Project Parcel ID #: 8537 Designer Information Designer Name: Jason Kuettel _ Phone: 715 .798 .3355 Designer Address: PO Box 66 Cable, Wl _ Zip: 54821 E-mail: tim@andryras.com n p c> >r v; i i. ippru ,i .i License Number: 675751 Remarks: ^a.Signature: ^/ftS-S^f _ Dg^e: ^/T^/?^ Originafsighature required on each submitted copy. / / ilLI ;'-' II w ^ Ou>»Vef. Rober.-f- L(-'418$c^ LffgJ: F'. l<ei^v\ ~S. Uj(^n;c<.^ 0<<y p.'e-lcl Co., C<tbf<> ~r^ pMAY 2 8 2025 P^r^ L«l^ ^<1 Lt;t ^1{Q>-L-[ ;7 Q^^lo' (p^'li-tt- M c HA^CAJ rc^ r^ ©5 3 ~? ^ 0& T 43^3 P. <^LO Lo-t- ( GSt^ V/.S- p7^/ A esi 3 • — 97.(0 z-3^C= q^-r-'• ^[^ i3<-"-r ^^ r~!u ^ r/ SJr^t^.y^tf)^0 ^/ d/ 1^^ ^'Jc.^- ^ ^s/c' ^ (?K(OO {A -t-t- uJdl W 185 t2.c^ ?c<.k I'-4o' •< ao -so i(o Fev<^ L^<L R-A A0Kioo' Bo't{ot\ p^- ^t>»-nex (potfi^ci S'L>/> C<o»'n<?> 6 I. c}1.S-l z. ^.W j$ cii.to .1 So :(s <5t^i &.[.c{^ £\: ^Fo^ ^•ocl C^^<. ^^- ^2!-^^' c ^ ^7S~7Sl .j^ 1-L^^ IN-GROUND GRAVITY DISPERSAL AREA Uniform Elevation Trenches with Quick4 Standard-W Chambers 3-ft Trench (down-sizing credit) ^ ^ ^^TJt~^ 1 SOIL COVER \— min. 12"(typical) •d •«. 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)TYPICAL TRENCHCROSS SECTION VIEW (No Scale) Quick4 Standard-W w/ End Cap (typical) System Elevation = V'->"J ft (typical) (Show location of inlet / outlet pipe connection on plan view.) Provide minimum 3 ft separation between trenches. Observation Pipe(typical) Install per manufacturer's instructions. TYPICAL TRENCH PLAN VIEW (No Scale) A =3.0 ft (typical);&! (typical) ^ '• nrii. 3> ...-=. INSTALL PER TRENCH: rv. ^Tv r~r- 11 + 1 Quick4 Std-W @ 20 ft EISA/chamber = 220 Pairs of end caps @ 6 ft2 EISA/pair = ^. ft2 ft2 = Proposed EISA per trench = 226 ft2 Required Infiltration Area = ut^-° ft -Quick4 Standard-W Chamber ;-(typical) (mfd by Inflltrator Systems, Inc.) ;--; Install pursuant to manufacturer's instructions.;?' . -°S I.H-TU Distribution Method: :u>0m 000 trenches = Proposed Total EISA = ^ _ ft2 branched manifold R ie rl?^¥lPfi4In-ground Gravity Management P\a^ " |j|l IMPORTANT:inl MAV The owner of this in-ground gravity system shall be responsible for its perpetual operation and mAmt6t'»ahce pyrsOarA 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, ete.) 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, 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 GO. 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. .^>^ -- A ^) t0 ^^ -01 -Q \A j }\ • I I I I in ' • ; • • i • I I i i I I I I I I • I I I I I I Q o0 V l CO - J rJ ^ { ^<p -p (- J - ^ J -0 tf lKf ~- J <p <^ ^ c ^-c JL ^\ << > '• • < ! <s - ? t ^-J Il l I • 1 1 1 1 ( I I I Il l I 1 1 1 ( 1 » l i t • ' • < L . J - - i i i i l i i i ^c: . - 0 S)J^oO^^0 I I I Il l > i| i • .0J ^1^ M <» .G ft i -> s -^ i ? . y{ -?J ^1 -^ c,•^-+ - -Q^ wB'< ~n ^><^ > c< ^ '^ \o? oO <>er -V - ^J ;. , . 4 . . ~ . 4 \f r" ~ - t - " - ' ? - - " r - - ] ii t ! i 1 i i i *. ; - L -\ : n ?r '= ;<: \ "Itr\ ^~ r -J ~^ u \ 'J - ! -s > .^^ ^0y?Vi14 -£<s ^ t ?>7^ (/ ) ( ) ^ y 1^-r 0 G :> .X) II ." . u n •t -J I D<i )-0 xf J/v K- ^TT r. S-LPTIC T-J-IK CROSS S^CTIO.S' AiYD SPZCTF ... ^. .,.„.-. _..„ ____. .. ^._ H IS rCU^^ ill4" Sa^OPVC^iNSP.p^ 6^HI^ A30VZ GRAD^(:op|| ;c ILI; " ;' ' :~ ||| Cuhe^ ^le.+ r^fl-.v^0\£. ^Qu.r;e.dy'~ --—j'--*'^ ^ IL- ^. , .\ FINISHED GRADE ^ APPROVED PIPE 3' ONTO SOLID50 [L -APPROVED &A-fl-£2fcE Of FILTER. MFG. OK^CQ model S -FT082/^- 3" AFPRWm) BEDDING UHD£P, TA^'K SPJbCIFrCATIONS SEPTJC. TAM;< MANUFACTURED: ^ <p<£^t <^- ?>rt-dc^d'i— T-NK SHE:SJ SS?TIC ^5^ GAL. APPROVED HANHOLE W/ Lcck:4. ^Ww^ LA@^ -4" HIM. OUTLET NOTES: ^-?) Private Sewage System Maintenance Agreeme Owner(s) Name |^i2-^ T \^OL^I^^ Owner(s) Mailing Address (/<//85 P£Z£-T L^K€ ^CAlT<-e, I^X: Site Address ^AA^<C Tax ID #6S-3-7 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 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) 1/4 of_1/4 Section 0(f Township ^ 3 N. Range _0_*7_W. Additional Legal Description: Town of C.A(3t-<=. _ (Acreage) Lot Block Subdivision Gov't Lot Lot_I CSM#65l Vol. ^ Page 7^"/ CSM Doc # 4l5-7Gi>S DOCUMENT NUMBER2025R-607639 DANIEL J. HEF-FNER REGISTER OF DEEDS BAYFIELD COUNTY. W1 RECORDED05/28/2025 AT 2:59 PM RECORDING FEE: $30.00 PAGES: 1 Recording Area Return To: Planning Bayfie'rt Co. /'onjr.n n^m 0 In-ground gravity D Mound In-ground dosed D In-ground pressure distribution Sewage System: D At-grade Sewage System Q 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 bysludgeand 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 Sewaoe 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-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. ^*..r'!,f/". Owner(s) Name(s) - Please Print KA(£<&^ J~ \^ OZ.^»<\<^ Notarized Owner(s) - Signature(s) ^ /</u^ v^ Subscribed and sworn to before me on this date: . '•• \'.;"',.-;'''' !'.'.'.'-•".•"^;" --^ _^ ^ ^^ u ui^r Notary Pub^ '", • !"-;r.:^|;C ^ ~7h^ '^:,, ';""""...;: [\^Con1missi^n Empires: ^ ^/''..' .''"'-'.'.','.'.. ::.''^"TS^br.i^'''^^ b'.^ Drafted by: Tt (^ CLAP-^. Date: S/-Z.T-/1^ Proofed by: u/fonns/sanitany/septicmaintenceagrsement Revised July 2020 BAYFIELD COUNTS SANITARY PERMIT (#04)-25^2S STATE SANITARY PERMIT OWNER: ROBERT F & KAREN J WOZNIAK GOVTLOT:1 LOT: 1 BLK: CSM: 851 V5 P351 1/4 1/4 SEC:8,T43N,R7W TOWNSHIP: Cable SOIL TEST: 70-24 REPLACEMENT SYSTEM SYSTEM TYPE: Non-Pressurized In-Ground PLUMBER: JASON KUETTEL 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: # 675751 TRACY POOLER Authorized Issuing Officer DATE: 5/30/2025 Condition: Properly Maintain System Per Recorded Agreement THIS PERMIT EXPIRES 5/30/2027 POST IN PLAIN VIEW MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION