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Home My WebLink About25-160S\� Industry Services Division County Bayfield ,7 \�.,, ENTERED', 4822 Madison Yards Way Sanitary Permit Number (to be filled in by Co.) I ITP'P' Madison, WI 53705 P.O. Box 7162 L * .; a�-/10�� .S-006 Madison, WI 53707-7162 µn4 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 Project Address (if different than mailing address) 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. U00 Lake Rd. I. Application Information — Please Print All Information Property Owner's Name Parcel # ent Egger by-OvN-J-'fV-09-01-3-OS-0j4 Property Owner's Mailing Address Property Location 2231 CTY Rd. Q Govt. Lot 6 City, State Zip Code Phone Number Clear Lake Wl 54005 .7/$_ (orh(i- y033 Y., Y., Section 8 T 44 N R 9E or W H. Type of Building (check all that apply) Lot # Subdivision Name l� or 2 Family Dwelling — Number of Bedrooms 3 Block # ❑ Public/Commercial — Describe Use ❑ City of ❑ State Owned — Describe Use O Vi Jage of CSM Number own of Barnes HI. Type of POWTS Permit: (Check either "New" or "Replacement" and other applicable on line A. Check one box on line B. Complete line C i s licabl A. New System ys ❑ Replacement System p ysl ❑ Other Modification to Existing System y (explain) ❑ Additional Pretreatment Unit (explain) B• ❑ Holding Tank In.round ❑ At -Grade ❑ Mound ❑ Individual Site Design ❑ Other Type (explain) (conventional) C. ❑ Renewal Before ❑ Revision ❑ Change of Plumber ❑ Transfer to New Owner List Previous Permit Number and Date Issued Expiration IV. Dispersal/Treatment Area and Tank Information: Design Flow (gpd) Design Soil Application Rate(gpd/sf) Dispersal Area Required (sf) Dispersal Area Proposed (sf) System Elevation 450 .7 643 652 94.0 Capacity in Total # of Manufacturer Tank Information Gallons Gallons Units New Tanks Existing Tanks 'y c U u fn v a. 6 h 1Z0 Septic or Holding Tank 1000 1000 1 Wieser X Dosing Chamber V. Responsibility Statement- 1, the undersigned, assume responsibility for installation of the POWTS s own on the attached plans. Plumber's Name (Print) Plumber's Signatu P PRS Number Business Phone Number Nate Anderson Plumber's Add (Street, City, State, Zip Code) �,(Street, d / S'9/ r.�Pfci4e) _S,j (- U%41�r',�NNc.j LIT Slflz cl VI. County/Department Use Only Approved ❑ Disapproved $Perm��ilt Fee AVt')— Date Issued L Iss ing ent Signature /2,Q ❑ Owner Given Reason for Denial /0 2s / 3 Conditions of Approval/Reasons for Disapproval - -- - �j <J �� G" " l� I1'�'Gt _ LW U Z 2 025 Attach to complete plans for the system and submit to the County only on paper not less thin 8 VI I II inches in size SBD-6398 (R. 03/21) r = ENTERED Wisconsin Department of Safety and Professional Services 67 Page lot 2 Division of Industry Services SQL TEST # 5 SOIL EVALUATION REPORT151 In accordance with SPS 385, Wis. Adm. Code County Bayfield Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, �� but not [united to: vertical and horizontal reference point (BM), direction and percent slope, Parcel I.D. scale or dimensions, north arrow, and location and distance to nearest road. 04-004-2.44-09.08-3-05-006-04000 /a l Please print all infomuation. Date Property Owner Property Location ❑ Kent Eggert Govt. Lot 6 %4 % S 8 T 44 N R 9 E (or) W Property Owner's Mailing Address Lot # Block # Subd. Name or CS1 2231 County Rd. Q City State Zip Code Phone Number ❑ City ❑ Village ® Town Nearest Road Clear Lake I WI I 54005 I I I Barnes I 2100 Lake Rd. ® New Construction Use: ® Residential/ Numberofbedroorns 2 Code derived design flow rate 450 GPD ❑ Replacement ❑ Public or commercial — Describe: Parent material Flood Plan elevation if applicable NIA ft General comments and recommendations: conventional system 94.0 a Boring # ❑ Boring ® Pit Ground surface elev. 98.1 ft. Depth to limiting factor 96 in. I Snil Annilratinn Rata Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 *Eff#2 1 0-3 10yr 411 - Is osg di ow 2fm .7 1.6 2 3-24 10yr 514 - s osg dl as 1m .7 1.6 3 24-96 10yr 7/4 - s osg dl - - .7 1.6 Boring # ❑ Boring ® Pit Ground surface elev. 98.2 ft. Depth to limiting factor 96 In. Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ftz In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-4 10yr 4/1 - Is osg dl ow 21m .7 1.6 2 4-23 10yr 5/4 - s. osg di as Im .7 1.6 3 23-96 10yr 7/4 - s osg di - - .7 1.6 * ,,nrs4 fi4 = Rnn an . Yin n,nn and TCS . 3n < 1 An n,nf * RfAnpant tm = Rnn _'qn < YJn n v i and TSS RA < 1 _rsn mnn CST Name (Please Print) Signature CST Number RickBrown 231251 Address I Date Evaluation Conducted Telephone Number PO Box 637 Spooner W154801 7/10/25 715.419-0739 ..Lc; 0 2 2025 Co. oouwaov kr%ww Ivy Boring # ❑ Boring ® Pit Ground surface elev. 8�.3 ft. Depth to limiting factor 996 in. I Sniff Annlir�s3tinn Rat& Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 *Eff#2 1 0-3 10yr 411 - Is osg dl cw 2f .7 1.6 2 3-24 10yr 514 - $ osg dl as 2f .7 1.6 3 24-96 10yr.7/4 - s osg dl - - .7 1.6 Boring # ❑ Boring O Pit Ground surface elev. ft. Depth to limiting factor in. I Snit Annli. inn Rats Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 *Eff#2 ❑ Boring # ❑ Boring O Pit Ground surface elev. ft. Depth to limiting factor In. nil Annlirmfinn Rnip Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eti#1 *EftiF#2 * Effluent #1 = BOD, > 30 5 220 mg/L and TSS > 30:9150 mg/L X025 1 * Effluent #2 = BOD, > 30 220 mg/L and TSS > 30 s 150 mg/I. U?..V 0 2 2025 i,::.i Co. CI'iHECKBOXASApRjCABE Scale :1" =40' CHECK BOXASAPPUC E SYSTEM PAGE 2 OF 4 SOlL E1IAl.UAT1 ZI'ON so 0 SITE MAP 40 so PLOT PLAN PROJECT NAME: 102 DESIGN FLOW. 4� GPD Attach din flow cab io ns for �O p�- (10 rtgridj Kent Eggert . 2100 ice Rd. Pipe Material / ASTM Standard (Tables 384.30.3 8 384.305) 40 PRoJECTA0DRESS:Sac 4 � eM sue: 4 BM vaal 1O -- FT Fo ce t I SM Dasat dm top of 314' property stake - .�.._ IMPORTANT She Gm SeM(%) •� Web Symms (tfappliCG*) 0 enuthW aa+ar m / Stow $found 8�if$t W cUri6Dm at swwbie l tefvals. of est=d Araa: L. t1�&-) (1 Nu 4//�s a L?° 439i.1 ;L) aZ.k A/'d'L'. PAGE 1 OF 4 In -Ground Gravity Plan Index & Cover Sheet Component Manual Design References: In -Ground Soil Absorption for POWTS Version 2.1 (May 2022-2027) Pg 1 of 4 Index & Cover Sheet Pg 2 of 4 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 Owner Name(s): Kent Eggert Phone: - -, Owner Address: 2231 CTY Rd. Q Clear Lake WI Zip: 54005 Project Address: 2100 Lake Rd. Barnes WI 54873 Govt. Lot: 6 1/4 of 1/4 Section 8 T44 N -R9 E ❑ or W ❑✓ Township: Barnes Project Parcel ID #: 1683 Designer Name: Rick Brown Designer Address: PO Box 637 Spooner WI Zip: 54801 E-mail: rickbrown2004@hotmail.com I'Ihis space reserved for approval stamp. County: Bayfield Designer Information Phone: 715 _419 -0739 License Number: 231251 Remarks: 2 2025 Signature: 'C e 41hO Date: 8/11/2025 Original signature required on each submitted copy. CHECK BOX AS APPLICABLE CHECK APPIIG&E []SOIL EVALUATION 0 scale. ao 4a 60 SYSTEM PAGE 2 OF 4 SITE MAP PLOT PLAN PROJECT NAME: (to69ld1 1 I DESIGNFL.Ow. 450 CFO 0 Kent Eggert Mach design flow calcoations for commercial plans. PROJECT ADDRESS: 2100 Lake Rd. N Pipe Matedal I ASTM Standard (Tablas 384.30-3 & 384.30.5) SenaeryseW.C 4 /_40 SM Symbat: $ SM Bevalbn: 100 FT Foroe Maln: / SM oexnp1ion: top or 3/4property stake Slope ofTeest. (%I Well Symtd (Neppllcackr 0 I J (, z 2025 � J rmk�en°M ey IMPORTANT: pd Y �� Show ground elevation contours at sultaNa Intervals if' A Je 7 5 jq p ✓t?+— 7? j 1 91.1 hz _ 27 z /. C l v u /0J C n: IN -GROUND GRAVITY DISPERSAL AREA Uniform Elevation Trenches with Quick4 Standard -W Chambers 3 -ft Trench (down -sizing credit) min. 1Y SOIL COVER (typical) 2" min. trench depth (typical) M Q. O' ( va q •• 94.0 �) System Elevation = (typical) Septic Tank(s) Manufacturer. Wieser Septic Tank(s) Volume(s): 000 gal gal gal gal Effluent Filter Manufacturer. Polylock Effluent Filter Model #: PL -525 TYPICAL TRENCH CROSS SECTION VIEW (No Scale) ft Quick4 Standard -W w/ End Cap (Show location of Inlet I outlet pipe connection on plan view.) (typical) r- ----------- ----------- L-- ------jam------------ f B= 75 ft (typical) INSTALL PER TRENCH: 16 Quick4 Std -W @ 20 ft' EISA/chamber = 320 ft2 + 1 Pairs of end caps @6 ft= EISA/pair = 6.0 ft' Provide minimum 3 ft separation between trenches. Observation Poe (typical) Install per manufacturers / Instructions. TYPICAL TRENCH PLAN VIEW (No Scale) IA=3.0ft (typical) -i Quick4 Standard -W Chamber (typical) (mid by Infiltrator Systems, Inc.) Instal pursuant to manufacturers Instructions. C) m W O n a = Proposed EISA per trench = 326 ft2 Required Infiltration Area = 643 ft2 Distribution Method: x 2 trenches = Proposed Total EISA = 653 ftr branched manifold 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, Wisc. Admin. Code. Pursuant to SPS 383.52 (2), Wisc. 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), Wisc. Admin. Code. Maximum Dispersal Area Operating Limits: Design Flow = 450 gpd; BOOS 5 220 mgL-'; TSS 5 150 mgL''; FOG 530 mgL4 Inspection Checklist INSPECT EVERY 3 YEARS o type of use o age of system o nuisance factors (i.e. odors, user complaints, etc.) o mechanical malfunction (i.e., pumps, valves, switches, floats, etc.) o material fatigue (i.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 (i.e., exceeding design capacities, prohibited activities, etc.) o extent of ponding in distribution cell prior to dosing o dosing irregularities - if applicable (i.e., pump re -cycling, float switch settings, etc.) o electrical components - if applicable (i.e., wiring, connections, switches, controls, timers, alarms, etc.) 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, Wisc. 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 Wisc. Admin. Code. Report any component failure or malfunction to: Name of individual or company: Badger Septic Service Local government unit: Bayfield County Zoning Phone: 71 `.x373-6138 Local government unit address: PO Box 878 Washburn WI Phone: 715-635-7243 zip: 54891 Any defective part of this system shall be repaired, replaced, or removed pursuant to SPS 383.51 (1), Wisc. Admin. Code. Repair or replacement of failed or malfunctioning components shall comply with SPS 383, Wisc. 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, Wisc. 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 b.@. abandoned and replaced by a code -complying dispersal component in a pre -determined area of suitable soils. - System Abandonment cLL 0 2 2025 If use of this POWTS is discontinued, it shall be abandoned in accordance with SPS 383.33, Wisc. Admin. Code. SS-oo 6U Private Sewage System Maintenance Agreement Kent 4 rnbn'Icw e qq er F Owner(s) Mailing Address 2231 C1t( hoc, 3 As owner, I (we) do hereby canny 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 WI Adm. Code, as from time to time amended. (COMPLETE Legal Is required) 1/4 of 1/4 Section 6 B Township o�� N. Range�W. Additional Legal Description: Pa. r" -, n 30t.4 Lo 1L (o Town of 6�r / eS (Acreage) Gov't Lot Lot (P Block Subdivision Lot _ CSM # _ Vol. _ Page _ CSM Doc # DOCUMENT NUMBER 2025R-6 10257 DANIEL J. HEFFNER REGISTER OF DEEDS BAYFIELD COUNTY. WI RECORDED 12/09/2025 AT 1 1 :00 AM RECORDING FEE: $30.00 PAGES: 3 Return To: Planning and Zoo r DEC 10 2025 Area Bayfleld Co. Planning and Zoning Agency I0 In -ground gravity ❑ In -ground dosed ❑ In -ground pressure distribution Sewage System: ❑ Mound ❑ 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 manufacturers 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 -grade, and Inaround 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. Owners) 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 roil 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 upgn and inure to the benefit of all current and future owners of such property. L) Owner(s) Name(s) — Please Print Subscribed and sworn to before me on this date: ka-.4- t99a( HO 022025 Monica etf fit, s Notarized Owner(s) — Signature(s) . „gency NotaryPubic C /f/#5' 1VU4fop My Commission Expires: Drafted by. tV qtt >1i61 iSc'^ Date: L Proofed by: _ ulonns/sanitary/septionaintenceagreement Revised July 2020 WARRANTY DEED DOCUMENT NUMBER 2024R-601952 This deed, made between Aaron J. Hannack and Rebecca L. Hannack, Grantor, and Kent Eggert and Monica Eggert, a married couple, as survivorship marital property, Grantee, Witnesseth, That the said Grantor, for a valuable consideration conveys to Grantee the following described real estate in Bayfield County, State of Wisconsin: As Described in Attached Addendum/Exhibit A Parcel No. 04-004-2-44-09-08-3 05-006-04000 RECEIVED This is not homestead property. DEC 1 0 2025 DANIEL J. HEFFNER REGISTER OF DEEDS BAYFIELD COUNTY, WI RECORDED 01 /22/2024 AT 10:51 AM RECORDING FEE: $30.00 TRANSFER FEE: $100.50 PAGES: 2 ELECTRONICALLY RECORDED Return to: Kent Eggert and Monica Eggert 2231 County Road Q Clear Lake, WI 54005 File No. 241265 Bayfield Co. Planning and Zoning Agency Together with all and singular the hereditaments and appurtenances thereunto belonging; And the said grantor warrants that the title is good, indefeasible in fee simple and free and clear of encumbrances except exceptions, reservations, easements and restrictions of record, and will warrant and defend the same. Dated this 12- day of January, 2024. Aaron . Hannack State of Livk* IS I Ca✓\Ct S.S. County ) Rebecca L. Hannack Personally came before me this day of January, 2024, the above named Aaron 3. Hannack and Rebecca L. Hannack to me known to be the person(s) who-cxecuted the foregoing instrument and hereby acknowledge the same. 7 This instrument drafted by: Michael S. Brandner Gowey Abstract & Title Company Inc. Notary Public, State of I My Commission Expires: n.� ly PENEL0PE A B0URLIEA ( NOTARY PUBLIC G{'Ji"' NOTARYfl 87327 �' STATE OF LOUISIANA �.>�-v q;::✓ PARISH OF LAFAYETTE Bayneld County Register of Deeds Document #2024R-601952 Page 1 of 2 File Number: 241265 ADDENDUM/EXHIBIT A A parcel of land in Government Lot Six (6), Section Eight (8), Township Forty-four (44) North, Range Nine (9) West, Town of Barnes, Bayfield County, Wisconsin, described as follows: To locate the Point of Beginning, commence at the quarter corner common to Section 7 and 8, and run N86°08'E, along the East-West quarter line of Section 8, 820.98 feet to an Iron pipe; thence from said Point of Beginning by metes and bounds: 50°24'W, 315.98 feet to an iron pipe on the Northerly R/W line of Old Wisconsin Highway 27; thence N59°23E, along said R/W line 348.54 feet to an Iron pipe; thence NO°24'E, 158.4 feet to an iron pipe on the East-West quarter line of Section 8; thence S86°08'W, along said quarter line 300 feet to the Point of Beginning. REC�IV�D u`u I U 202b BInd Zoning Agency Pkmnlnp and Bayfeld County Register of Deeds Document #2024R-601952 Page 2 of 2 A Bayfield County FIELD Planning & Zoning Department 117 E 5th Street P.O. Box 58 Washburn, WI 54891 Phone: 715-373-6138 Fax: 715-373-0114 Property Owner: Submission Number: EGGERT, KENT AND MONICA SR -00367 2231 CTY RD Q CLEAR LAKE, WI 54005 Transaction Number: SR -00367-39C09 Description Amount Certified Soil. Tests - Review & Filing Fee $50.00 Total: $50.00 Payment Amount: $50.00 Reference: 30279 Paid by: Rick's Plumbing, N5765, Bear Path Lane, Spooner WI 54801 Payment Type: Check Transaction Date: 12/10/2025 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit. 13- 'FIELD Bayfield County Planning & Zoning Department 117 E 5"h Street P.O. Box 58 Washburn, WI 54891 Phone: 715-373-6138 Fax: 715-373-0114 Property Owner: EGGERT, KENT AND MONICA 2231 CTY RD Q CLEAR LAKE, WI 54005 Description Private Sewage System (Septic Tanks) Submission Number: SS -00686 Transaction Number: SS-00686-39C0A Amount $400.00 Total: $400.00 Payment Amount: $400.00 Reference: 30279 Paid by: Rick's Plumbing, N5765, Bear Path Lane, Spooner WI 54801 Payment Type: Check Transaction Date: 12/10/2025 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit. BAYFIELD COUNTY SANITARY PERMIT (#04)-25-160S STATE SANITARY PERMIT OWNER: KENT & MONICA EGGERT G OV'T LOT: LOT: BLK: 1/4 1/4 SEC: 8, T 44 N, R 9 W TOWNSHIP: Barnes SOIL TEST: 151-25 NEW SYSTEM SYSTEM TYPE: Non -Pressurized In -Ground PLUMBER: NATE ANDERSON TRACY POOLER DATE: 12/10/2025 Authorized Issuing Officer 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: # MP225209 Condition: Properly Maintain System Per Recorded Agreement THIS PERMIT EXPIRES 12/10/2027 POST IN PLAIN VIEW MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION