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HomeMy WebLinkAbout26-145SIndustry Services Division County Os SS - oO'6 S P5I 4822 Madison Yards Way Madison, WI 53705 P.O. Box 7302 Madison, WI 53707 Bayfield Sanitary Permit Number (to be filled in by Co.) �j— ) q5 S Sanitary Permit Application State Transaction Number In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit is required prior to obtaining a sanitary permit. Note: Application forms for statcowned POWTS are submitted to Project Address (if different titan mailing address) the Department ol'Saiety and Professional Services. Personal information you provide may be used for secondary purposes in accordance with the Privacy Law, s. 15.04(1)(m), Stats. 41550 Spider Lake Fire LN p I. Application Information — Please Print AB Information RECEIVED Property Owner's Name Jeffrey Becker SEP 28 Parcel # 012107303000 9 DSO Property Owner's Mailing Address 2026 Property Location 4255 Elk Creek RD BayfiebCo Govt. Lot City, State Zip Code Eau Claire, WI 54703 SW NW 7., Section 27 T43 N R 07 EorW W H. Type of Building (check aB that apply) I or 2 Family Dwelling - Number ofBedrooms 2 Lot # = 'ENTERED Subdivision Name ❑Public/Commercial - Describe Use State Owned - Describe Use Block # ❑City of ru....-.v r•caa sr.....t.-.. 1-ITown of Cable III. Type of POWTS Permit: (Check either "New" or 'Replacement' and other applicable on line A. Check one box on line B. Complete line C if a ticable.) A. ❑✓New System I--� I ]Replacement System LJ ❑Other Modification to Existing System (explain) ❑Additional Pretreatment Unit (explain) B. Holding oldin ug Tank ElIn-GroundUt-Grade (conventional) Mound Individual Site Design Other Type (explain) C. ❑ Renewal Before Expiration ❑Revision hange of Plumber ❑Transfer to New Owner list Previous Permit Number and Date Issued Design Plow (gpd) Design Soil Application Rate(gpd/st) Dispersal Area Required (so ) Dispersal Area Proposed (st) System Elevation 300 .7 429 452 87-93.5 Capacity in Total # of Manufacturer Tank Information Gallons Gallons Units , a 's 2 Ut NewTanks Existing Tanks v _ 2 V emu` &J N N Vf 4.0 Septic or Holding Tank I 750 I I 750 I1 Wieser ✓ Dosing Chamber V. Responsibility Statement- f, the undersigned, assume respond 'ty fo Ina ation of the POWTS shown on the attached plans. Plumber's Name (Print) I Plumber's Signatur MP/MPRS Number I Business Phone Number Dan Burch 253808 715.416.1642 Plumber's Address (Street, City, State, Zip Code) N5921 County Hwy K Spooner WI 54801 VI. County/Department Use Only I ]proved 0 Disapproved Pe Fee I Dat las ed Issuing Agen I ature !D -T n ❑ Owner Given Reason for Denial / U 1 Q �2% /1 l Conditions of Approval/Reasons for Disapproval to complete plans for the system and submit to the Cnonty nnlvon nanny nor en than a in. ii SBD-6398 (R. 02/22) SIZ_ooS?0 . K Wisconsin Department of Safety and Professional Services Page of (�.\ Division of Industry Services SOIL EVALUATION REPST I L TEST # N1, 2 �►„1„yrt4'�` In accordance with SPS 385, Wis. Adm. Code County Bayfreld Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must include, but not limited 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. 012107303000 Please r' � ��,, ReviewKof i Date Personal information you provide may be use P econpurposes (Privacy Law, s. 15.04(1)(m)). i.S ` t I Property Owner Property Location Jeffrey Becker SEP 28 2026 Govt. Lot SW NW 1/4 S 27 T 43 N R 07 E (or) W Property Owner's Mailing Address Bayfield Co. Sit A Address or CSM and Lot #: 4255 Elk Creek RD Planning and Zoning Agef L f(5$ o Z A k8 City I State I Zip Code I Phone Number 0 City ❑ Village © Town I Nearest Road Eau Claire WI 154703 I ( ) Cable I Spider Lake Fire LN ■❑ New Construction Use: 0 Residential/ Numberof bedrooms 2 Code derived designflow rate 300 GPD ❑Replacement ❑ Public or commercial — Describe: Flood Plan elevation if applicable ft. Parent material Glacial OutwaSh General comments and recommendations: Q ❑Boring 96.5 c1i190 89 aBoring # 0 pit Ground surface elev. ft. Depth to limiting factor in. / elev. ft. Cnil �nnlin�finn C.�is 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 0-4 10 YR 312 Is 2msbk ml cw 2m .7 1.6 2 5-20 7.5 YR 3/3 fs Osg ml cw 1f .7 1.6 3 21-90 7.5 YR 4/6 s 0sg ml .7 1.6 2 Boring # ❑Boring 95.5 90 88 OPit Ground surface elev. ft. Depth to limiting factor in. / elev. ft. Qnll 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 0-8 10 YR 3/2 Is 0sg ml cs 3m .7 1.6 2 9-35 7.5 YR 4/3 sl 2msbk mvfr cw If .6 1.0 3 36-90 7.5 YR 4/4 grs Osg .7 1.6 CST Name (Please Print) I Signature CST Number Dan Burch 080600002 -SP Address Date Evaluation Conducted I Telephone Number N5921 County Hwy K Spooner WI 54801 18-8-25 1715.416.1642 * Effluent #1 = BOD > 30 5 220 mg/L and TSS > 30:9150 mg/L * Effluent #2= BOD, 5 30 mg/L and TSS 5 30 mg/L SBD-8330 (R04/21) Boring # Page of ❑ Boring 97 5 90 90 0 Pit Ground surface elev. ft. Depth to limiting factor in. / elev. ft. I Soil Annlication Rate 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 0-7 10 YR 3/2 Is 2msbk Osg ca 3m .7 1.6 2 8-36 7.5 YR 3/3 sl Osg mvfr cw 1f .6 1.0 3 37-90 7.5 YR 4/6 Is 0sg .7 1.6 I_____ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. / elev. ft. I Soil Annlication Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDIFt2 *Eff#1 *Eff#2 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. / elev. ft. Soil Annlication Rate 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 * Effluent #1 = BOD > 30 5 220 mglL and TSS > 30 5150 mg/L RECEIVED SEP 28 2026 • Ba,field Co. Ptaming and Zoning Agency * Effluent #2 = BOO, 5 30 mg/L and TSS s 30 mg/L CHECK BOX AS APPLICABLE. CHECK BOX AS APPLICABLE. . ' OIL EVALUATION Scale: 1"=30' SYSTEM PAGE 2 OF 0 30 45 60 SITE MAP PLOT PLAN PROJECT NAME: 7 5z DESIGN FLOW: 3o GPD e. r Se 1 L Attach design flow calculations for commercial plans. PROJECT ADDRESS: �� SS a s�; ei- L�kc.E {, L1J Pipe Material / ASTM Standard (Tables 384.30-3 & 384.30-5) I1 %� N Sanitary Sewer: Si, 4 'tbj 4) 4f BM Symbol: -4-tj BM Etaatton: 10 " FT Force Main: / BM Description: O l ty Indicate north by IMPORTANT: Sloperadient (%) Well GArea: Symbol (If applicable): 0 drawing an arrow Show ground elevation contours at suitable intervals. of Tested on the approprite line. RECEIVED SEP 282026 Bayfield Co. Planning and Zoning Agency we( -o 1(Coro I"°' \ ` f � A cg+�� a�3 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 2022-2027RECEIVED Pg 1 of 4 Index & Cover Sheet SEP 28 2026 Bayfleld Co. Pg 2 of 4 Plot Plan PlannIng and Zoning Agenq 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 Becker Septic System Owner Name(s): Jeffrey Becker Phone: Owner Address: 4255 Elk Creek RD, Eau Claire, WI Zip: 54703 Project Address: 41550 Spider Lake LN Govt. Lot: SW 01/4 of NWEl1/4, Section27 T43 N -R07 E❑or W ✓0 Township: Cable Project Parcel ID #: 012107303000 County: Bayfield Designer Information Designer Name: Daniel Burch Phone: Designer Address: N591 1 County Highway K, Spooner, WI B hl E-mail: urc p umbinglnC@gmall.com •[IIis space rescr:cd G,' upproatl sruip. License Number: 253808 715 -416 -1642 Zip: 54801 Remarks: Signature: Date: on each submitted copy. WLP750-MR TANK SPECIFICATIONS 4" CAST -A -SP INLET — U) 0 N 0-- - Da 23" - TANKS ARE DIMENSIONS: WALL: 2 1/2" BOTTOM: 3" 4" CAST -A -SEAL COVER: 5" MANHOLE: 24" I.D. PRECAST CONCRETE RISER HEIGHT: 54" OUTSIDE DIAMETER: 7-0" BELOW INLET: 42" LIQUID LEVEL• 37" WEIGHT: BOTTOM 3,740 LBS. COVER 2,410 LBS. INLET AND OUTLET: 4" CAST -A -SEAL BOOT OR EQUAL GASKET INLET AND OUTLET BAFFLE AND FILTER: WISCONSIN, SEE DETAIL #10 (OTHER STATES SEE CHART) LIQUID CAPACITY: 20.28 GAL/IN HOLDING TANK: OUTLET HOLE PLUGGED ACTUAL CAPACITY: 790 GALLONS LOADING DESIGN: 8'-0" UNSATURATED SOIL TANK CAN BE USED AS: SEPTIC / HOLDING / PUMP OR SIPHON COVER: MIX DESIGN #8 (NO FIBER) TANK: MIX DESIGN #10 (STRUCTURAL FIBER) JMP PAD REQUIREMENTS CUSTOMIZED TANKS: FOR CUSTOM TANKS CONTACT WIESER CONCRETE v g n coREVIEWED BY o a m REVIEW DATE Q' 0 DRAWINGS SUBMITTED FOR APPROVAL APPROVED BY: APPROVAL DATE: PRODUCTS NEEDED BY: a II 3 r y m J Q z < N L) 0 3 a OF 1 RETAINING CLIPS PREVENT FILTER FROM FLOATING PL -525 -625 FILTER HOUSING PART RNO6 3x125 @@ 3bb'�I 2-625 SEP 28 2026 eaZld co. Ager�J Planning and Zoning 2.00 5.1 cm 1 OUTSIDE DIAMETER ACCEPTS 4" SCHD 40 SOCKET OPTIONAL BUSHING (FOR 4" THIN WALL PIPE) PART NO. 30142-R OR (FOR 110 MM. PIPE) PART NO.30142-EUR OUTLET BUSHING ACCEPTS 4" SCHD 40 & 6" SCHD 40 11.59 / 29.4cm �_ ! nr 10.52 26.7 cm _ ACCEPTS 6" SCHD 40 PIPE FORINLET EXTENSION 6112" BALL CHECK 1 14.34 36.4 cm 8.10 20.6 cm _► 1 I 1 5.23 13.3 cm LIQUID LEVEL T 33.02 83.9 cm 18.31 46.5 cm I LABEL ILLUSTRATION i o y_u 0 O IN -GROUND GRAVITY DISPERSAL AREA Uniform Elevation Trenches with Quick4 Standard -W Chambers 3 -ft Trench (down -sizing credit) SOIL COVER 12' min. trench depth RECEIVED (typical) H? 287026 Bayfield Co. Plannktg and Zoning Agency min. 12" (typical) Septic Tank(s) Manufacturer. Wieser Septic Tank(s) Volume(s): 750 gal gal gal gal Effluent Filter Manufacturer: Polvlok Effluent Filter Model #: 525 < TYPICAL TRENCH CROSS SECTION VIEW 3.4' I) (No Scale) e, System Elevation = 87-93. ft (typical) Quick4 Standard -W w/End Cap (Show location of inlet / outlet pipe connection on plan view.) (typical) -----------t--------��--- L ------------ B=5° ft (typical) INSTALL PER TRENCH: 11 Quick4 Std -W @ 20 fly EISA/chamber = 220 ft' + 1 Pairs of end caps @ 6fe EISA/pair= 12 ft' = Proposed EISA per trench = 232 ft2 Provide minimum 3 ft separation between trenches. Observation Pipe (typical) Install per manufacturers / instructions. TYPICAL TRENCH PLAN VIEW (No Scale) TA=3.0ft (typical) '—Quick4 Standard -W Chamber (typical) (mfd by Infiltrator Systems, Inc.) Install pursuant to manufacturers instructions. Required Infiltration Area = 429 ft2 Distribution Method: x 2 trenches = Proposed Total EISA = 564 ftz -0 C) rn W O m a 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 = 300 gpd; BOD5 S220 mgL"1; TSS 5150 mgL"'; FOG 530 mgL-1 Inspection Checklist INSPECT EVERY 3 YEARS RECEIVED o type of use o age of system SEP 28 2026 o nuisance factors (Le. odors, user complaints, etc.) o mechanical malfunction (i.e., pumps, valves, switches, floats, etc.) Bay b co o material fatigue (Le., leaks, breaks, corrosion, etc.) Planning and Zoning Agency 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: Burch Plumbing Phone: 715-416-1642 Local government unit: Bayrield County Zoning Phone: 715-373-6167 Local government unit address: 324 W Bayfleld ST Washburn, WI ZIP: 54843 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 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, Wisc. Admin. Code. Document Number DRAFTED BY: JEFFREY BECKER LEGAL DESCRIPTION: PRIVATE SEWAGE SYSTEM MAINTENANCE AGREEMENT Document Title THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER (SW1/.NW%) IN SECTION 27, TOWNSHIP 43 NORTH, RANGE 7 WEST, TOWN OF CABLE, BAYFIELD COUNTY, WI. OCA C 8 2D26 gaYfieW CAg AgenCY planning and Zon DOCUMENT NUMBER 2026R-61 4081 DANIEL J. HEFFNER REGISTER OF DEEDS BAYFIELD COUNTY. WI RECORDED 10/07/2026 AT 1:42 PM RECORDING FEE: $30.00 PAGES:2 Recording Area Name and Return Address BAYFIELD COUNTY PLANNING & ZONING Parcel Identification Number (PIN) THIS PAGE IS PART OF THIS LEGAL DOCUMENT - DO NOT REMOVE. This information must be completed by submitter: document title, name & return address. and PIN (if required). Other information such as the granting clause, legal description, etc., may be placed on this first page of the document or may be placed on additional pages of the document. WRDA Rev. 12122/2010 Private Sewage System Maintenance Agreement Owner(s) Name 3-3- L53 c4,&r L ?zP7e e. Ca(6, air 641 laxlua yo7F As owner, I (we) do hereby catty the private sewage system will be installed in accordance with the certified soil testers report and approved plans and specifications on file with Bayfield County Planning and Zoning Department. The system will be operated in such a manna 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 lime amended. (COMPLETE Legal Is required) ,TU) 1/4 of NW 114 Sermon 21 Township'/3 N. Range �W Additional Legal Description: Town or Ca. "e (Acreage) 20 OoVt Lot Lot Block Subdivision Lot _ CSM # _ Val. _ Page _ CSM Doc # Return To: Planning and Zoning Department W In -ground gravity 0 In -ground dosed ❑ In -ground pressure distribution Sewage System: 0 Mound ❑ At -grade Sewage System ❑ Other Area 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 Fitter (system types A through E): The septic tank effluent fitter 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, Ws. Admin. Code. Private Sewaoe System Dispersal Call (system types A through E): The private sewage system distribution cell shall be visually inspected by a certified septage servicing operator, POWFS 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 whetherwastewater or effluent from the system is pending on the ground surface. Mounds At -grade 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 rail as a special assessment for the abatement of human health hazard, and theta shall be collected as prowdedby law. The terms and conditions of the agreement shall be binding upon and inure to the benefit of Si cunent and future owners of such property. Owner(s) Name(s) — Please Prim Subscribed and sworn to before me on this date: �*vq -Pau i &ec key s Iz aU 6 . Notarized Owner(s) — slgnature(s) Notary My on Fxpi Drafted 4?"Date: RECEIVED OCT 082026 Bayfield Co. planning and Zoning Agency �rG A. BFp''•o Proofed by: O�� • • • • • • /" Y% wrormehenaaryhapeonalntenreagr �p !A/� ReNsedJu u '• °UBL\G ;' 2 9lFOF W1 ,o°' II ip PA,YFIELD Bayfield County Planning & Zoning Department 117 E 5th Street P.O. Box 58 Washburn, WI 54891 Phone: 715-373-6138 Fax: 715-373-0114 Property Owner: BECKER, JEFFREY PAUL 4255 ELK CREEK RD EAU CLAIRE, WI 54703 Description Certified Soil. Tests - Review & Filing Fee Submission Number: SR -00520 Transaction Number: SR -00520-57932 Amount $50.00 Total: $50.00 Payment Amount: $50.00 Reference: 2056 Paid by: Burch Plumbing, N5921 County Hwy K, Spooner WI 54801 Payment Type: Check Transaction Date: 10/9/2026 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit. IP YFIELD Bayfield County Planning & Zoning Department 117 E 5th Street P.O. Box 58 Washburn, WI 54891 Phone: 715-373-6138 Fax: 715-373-0114 Property Owner: BECKER, JEFFREY PAUL 4255 ELK CREEK RD EAU CLAIRE, WI 54703 Description Private Sewage System (Septic Tanks) Submission Number: SS -00852 Transaction Number: SS -00852-57934 Amount $400.00 Total: $400.00 Payment Amount: $400.00 Reference: 2056 Paid by: Burch Plumbing, N5921 County Hwy K, Spooner WI 54801 Payment Type: Check Transaction Date: 10/9/2026 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit. BAYFIELD COUNTY SANITARY PERMIT (#04)-26-145S STATE SANITARY PERMIT OWNER: JEFFREY PAUL BECKER GOVT LOT: LOT: BLK: SW 1/4 NW 114 SEC: 27, T 43 N, R 7 W TOWNSHIP: Cable SOIL TEST: 147-26 NEW SYSTEM SYSTEM TYPE: Non -Pressurized In -Ground PLUMBER: DAN BURCH SCOTT ROUSH DATE: 10/9/2026 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: # 253808 Condition: Properly Maintain System Per Recorded Agreement THIS PERMIT EXPIRES 10/9/2028 POST IN PLAIN VIEW MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION