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Home My WebLink About26-40SDepartment of Safety County p$ PS n Professional Services, Industry Services Division Sanitary Permit l umber (to be filled in by Co.) �BAwXYv�1 SS �� -00736 Sanitary Permit Application State Transaction Number In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this fort to the appropriate governmental unit Project Address (ifditTerent 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 6^1 ) SL W t I(S RGA purposes in accordance with the Privacy Law, s. U 04(l)(m), Stats. u 8 p 2 Q 13'r -U I e i= __ _ I. Application Information - Please Print All Information Property Owner's Name Roonc5 MAY 052026 -pereat# toJC - .1 S u0. Iess6 Property Owner's Mailing Address Beyfield Co.Property Location q I-IAk cre's't LA.' Planning and Zoning Agency Govt. Lot Q '' SE ' Section 1� T '47 N R 9 E o City, State 8 ook.l (-01-(-01-SkSZ I Zip Code I Phone Number bob -33 s---i ss— H. Type of Building (check all that apply) Lot # Subdivision Name 1$I or 2 Family Dwelling— Number ofBedrooms Z Block# ENURED ❑ Public/Commercial — Describe Use ❑ City of ❑ State Owned — Describe Use ❑ Village of CSM Number II W Town of H U A ___ M. 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 licable. A. New System ❑ Replacement SystemExisting ❑ Other Modification to ex lain) System (explain) ❑ Additional Pretreatment Unit (explain) B. ❑ Holding Tank 10 In -Ground ❑ 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) I Dispersal Area Required (sf) I Dispersal Area Proposed (sf) System Elevation 6'13 S2...(e_ I^/ e Capacity in Total # of Manufacturer - 0 Tank Information Gallons Gallons Units 6 , Torn � m 5z � P'. a .o A 0 a New Tanks I Existing Tanks Lo eYtiR .2 P. Septicn,ToTdng7'aT�k 4{ — 13w I W i ese V. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) I Plumber's Sign a hfR/MPRS Number Business Phone Number )41k.�,v\ (?olko5ki 2 2oo90 �s'2g2etljn Plumber's Address (Street, City, State. Zip Code) PC? FOX saz zco„ j ve.rt,.'a SY3 Y VI. County/Department Use Only ❑ Approved 0 Disapproved Permit Fee I $ Date Issued m Issuing Agent Signature ❑ Owner Given Reason for Denial 71t- ) 6 Conditions of Approval/Reasons for Disapproval �(/f Ste/ V Attach to complete plans for the system and submit to the Count' only on paper not less than 9 1 x 11 inches in size SBD-6398 (R. 03/22) ® sz-0ogo EST #3y-a� GENE as►er�rEYr Wisconsin Department of Safety & Professional Services Page of Z Division o t \O SOIL EVALUATION REPORT 7'a Bayfield Co. Wisconsin Planning and Zoning Agtt cordance with SPS 385, Wis. Adm. Code County Q D0. Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to vertical and horizontal reference point (BM), direction and percent slope, !=er6QI I.D. scale or dimensions, north arrow, and location and distance to nearest road. " ( 8 S Please print all Information. Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)). C I 7/l 1 Property Owner Property Location ❑ ❑ rpi V 0.• ^t`o ,ci S Govt. Lot≤(4) y. S E Y. S T 41 N R E (or) Property Owner's Mailing Address Site Address or CSM and Lot #: L l W%11S Rol City, State, Zip Phone Number ❑ City ❑ Village E Town I Nearest Road 9 ro a klv v� . L) S35'41 (o275' 1-� V 1q 4► eS W G t1 S � � 1 NewConstniction Use: Residential/Number of bedrooms Code derived designflow rate30O GPD ❑ Replacement 0 Public or commercial — Describe: Flood Plan elevation if applicable ft. Parent material u Mud. ileaw 5 i mev,'1s General comments and recommendations: Boring # U �.�] Pit Ground surface elevI. Depth to limiting factor7Q__in. / elev .3. Snil Annlir Linn 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 o- S IO -- 51 my-Cr Gw 3wt 2 r9 7. I-' .� GS . Co 3 413 SYR414 ros sK w L G S i.c - - Qb kySc -- . "t 1 2-I Boring # ❑Boring Q I& Pit Ground surface elev.- V. +eft. Depth to limiting factor _in. / elev. I Soil Anolication 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 Oi I O 311 _ S nn r �. w ''� 7.J .._ ('-F i � s 3 2 Yt'4 _ 3roScbk Wt t c. S (W% . . t / S b Inn r I •. T Name (Ple Print) f _� CSTmow tI�►o Signature CST Number 1 s 1 Address 51 t$' C 'i'( Hwy $ I_r New,, w s`'Sk Date Evaluation Conducted —z •o Telephone Number R l--?U9s' * Effluent #1 = BOD > 30 5 220 mg/L and TSS > 30 s 150 mg/L * Effluent #2= BOO, s 30 mg/L and TSS s 30 mg/L SBD-8330 (R03122) G Page Z of 2- ❑ Boring QQ '3Boring # Pit Ground surface elev 8�ft. Depth to limiting factor 1n. / elev9a.8( ft, Snil Annlir_atinn 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 I -- s aMV( Gw • 2 -2(0 ?.5 — SiGS - rco$bZc 9. -7 �"S 3t1k — { Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. / elev. ft. Soil Annlicatinn 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 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in.! elev. ft. Soil Aonlication 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 mg/L and TSS > 30 s 150 mg/L * Effluent #2 = BOD, s 30 mg/L and TSS 5 30 mg/L Soil Evaluation Site Map - System Plot Plan 0 10 20 ft In -Ground Soil Absorption for POWTS Version 2.1 N Owner: Joshua Rounds Site Address: 67152 Wills Rd, Brule, WI 54820 Tax ID: 18556 Legal Description: SW1/4 of the SE1/4, Section 18, Township 47N, R�C�11/ E® Range 9W, Town of Hughes, Bayfield County, WI Benchmark to North Property Line - Approx. 687' MAY 05 2026 Benchmark to South Property Line - Approx. 622' Bad td Co, Co. Benchmark to East Property Line - Approx. 683' Ptann�n Benchmark to West Property Line - Approx. 656' OSB3 \)..\� oo° �° s OSB2 O. . BM \ \ OSB; C) \ __ Proposed New Home Benchmark -Nail in Maple tree -Elevation 100' ..__... Suitable Absorption Area o Soil Borings: SB1 - Elevation 98.38 SB2 - Elevation 98.96 SB3 - Elevation 98.89 Tank - Wieser W840/500 -MR Filter - PolyLoc PL -525 Pipe Material / ASTM Standard Tables 384.30-3 & 384.30-5) No Wells on Property PAGE 1 OF 4 RECEIVED In -Ground Gravity Plan MAY 0 5 2026 Index & Cover Sheet aaytieid co. Component Manual Design References: pianningand Zoning Agency In -Ground Soil Absorption for POWTS Version 2.1 (May 2022-2027) Page 1 - Index & Cover Sheet Page 2 - Plot Plan Page 3 - Dispersal Area Cross -Section & Plan Page 4 - Management Plan Enclosures: SD.vL',Cyr12e,rrA,TApp Ihcwrtloll Soil C'valuativrKe9olT WieSe1 q, rn+641 'In c -c c c Yc�_t te_L Ll Project Name / Description Owner Name(s): J osl1 v0. R o U hv.A S Phone: �0R_-33S - 76SS' Owner Address: H96 6 Ht llcre sT LM, &rook lyT Zip: S-3,SZ I Project Address: (off 1SZ WittS Ro� t?r'ulc., WZ S' -1 sac Legal Description: SW '/.j, SE Yu , Se-cTi o✓\ 18 ! To L v2Ps ', P 47A/ elrl Couvft'-t L.J Township: lyh2 S County: i -cI? e l c Project Parcel ID #: I a SS TAK Designer Information Designer Name: AIIc&y, OIkosk', Phone:7/S -Z°I2- Designer Address: Po lYox SZZ , .=1'!'vr-- R� &".,Zip: S'j87 7 E-mail: l oAx Q bcoLr&uidev\o rt_\ .Covh License Number: ?M.S Z Z, OQ Q () Remarks: Signature: a Date ri al ignature r uired on each submitted copy. PASEtoFLA Soil Evaluation Site Map - System Plot Plan In -Ground Soil Absorption for POWTS Version 2.1 Owner: Joshua Rounds Site Address: 67152 Wills Rd, Brule, WI 54820 Tax ID: 18556 Legal Description: SW1/4 of the SE1/4, Section 18, Township 47N, Range 9W, Town of Hughes, Bayfield County, WI Benchmark to North Property Line - Approx. 687' Benchmark to South Property Line - Approx. 622' Benchmark to East Property Line - Approx. 683' Benchmark to West Property Line - Approx. 656' 0 10 20 ft /^\ RECEIVED MAY 052026 Bayfield Co. Planning and Zoning Agency O563 `•• A Benchmark -Nail in Maple tree -Elevation 100' Suitable Absorption Area ft o Soil Borings: 7yto 9Q SB1 - Elevation 98.38 OSB2 SB2 - Elevation 98.96 SB3 - Elevation 98.89 BM'•. Tank - Wieser W840/500 -MR Filter - PolyLoc PL -525 Pipe Material / ASTM Standard (Tables 384.30-3 & 384.30-5) Proposed No Wells on Property New Home IN -GROUND GRAVITY DISPERSAL AREA Uniform Elevation Trenches with Quick4 Standard -W Chambers 3 -ft Trench (down -sizing credit) SOIL COVER min. 12 (typical) Septic Tank(s) Manufacturer. Wieser Septic Tank(s) Volurne(s): 1340 gal gal gal gal Effluent Filter Manufacturer: Polvloc Effluent Filter Model #: PL -525 12" min. trench depth (typical) TYPICAL TRENCH CROSS SECTION VIEW (typical) (No Scale) System Elevation = q ft (typical) Quick4 Standard -W w/ End Cap (Show location of inlet / outlet pipe connection on plan view.) (typical) -----------77--------�f--- - — — — — — — — — — — — �II— B= 67 ft (typical) INSTALL PER TRENCH: 16 Quick4 Std -W @ 20 ff EISA/chamber = 320 ft2 + 2 Pairs of end caps @6 ft2 EISA/pair = 6 ft2 = Proposed EISA per trench = 326 ft2 -u O cI, m� g o N Provide minimum 3 ft rn separation between trenches. 2 Observation Pipe (typical) Install per manufacturers / instructions. TYPICAL TRENCH PLAN VIEW (No Scale) TA (typical) "—Quick4 Standard -W Chamber (typical) (mfd by Infiltrator Systems, Inc.) Install pursuant to manufacturers instructions. Required Infiltration Area = 643 ft2 x 2 trenches = Proposed Total EISA = 652 RESEIJ ft2 Distribution Method: Gravity C) m ('3 O T1 4A 73 rn C) m ::CE)v~tD MAY052026 5 2026 PAGE 4 OF 4 gayfield Co. In -ground Gravity Management Plan planning and Zoning Agency 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; BOD5 ≤220 mgL-'; TSS 5 150 mgL"'; FOGS 30 mgU' 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 I 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: Iron River Septic Local government unit: Bayfield County Planning & Zoning Phone: 715-373-6138 Local government unit address: 117 E 5th Street, PO Box 58, Washburn, WI Zip: 54891 Phone: 715-372-4006 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. 4" CAST -A W840/500 -MR TANK SPECIFICATIONS DIMENSIONS; CAST -A -SEAL WALL: 2 9/16" BOTTOM: 3" COVER: 5" MANHOLE: 24" I.D. PRECAST CONCRETE RISER HEIGHT: 59 1/2" LENGTH: 9'-5 3/4" WIDTH: 7'-9" BELOW INLET: 48" LIQUID LEVEL: 43" WEIGHT: 11,150 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: 19.61 GAL/IN (SEPTIC) 11.82 GAL/IN (PUMP) LOADING DESIGN: 8'-0" UNSATURATED SOIL 0 4" VENT OUTLET 1 II N a a .t ll dU PUMP PAD ARE MANUFACTURED TO MEET OR TANK CAN BE USED AS: SEPTIC/SEPTIC, SEPTIC/PUMP, OR SEPTIC/SIPHON COVER: MIX DESIGN #8 (NO FIBER) TANK: MIX DESIGN #10 (STRUCTURAL FIBER) CUSTOMIZED TANKS: FOR CUSTOM TANKS CONTACT WIESER CONCRETE SIDE VIEW APPROVED By Glen Schlueter at 10:18 pm, May 30, 2022 REVIEW DATE DRAWINGS SUBMITTED FOR APPROVAL APPROVED BY: APPROVAL DATE: PRODUCTS NEEDED BY: OF 1 Private Sewage System Maintenance Agreement DOCUMENT NUMBER Owner(s) Name - 2O26R-61 1899 DANIEL J. HEFFNER Owner(s) Melling Address 41' -/; r ) c v f- L_r 3' c, �-1 Z x352 REGISTER OF DEEDS s BAYFIELD COUNTY. WI SiAddress Site ,J r Sz (p /' f/ S f`�A 3 ✓ (,2 j r tO RECORDED O4/27/2O26 AT 8:00 AM Tax ID It RECORDING FEE: $30.00 As owner, I (we) do hereby certify the private sewage system will be installed in PAGES: 1 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 CR RCCENGV 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) �1y _T�r5 [ ' ir11 0 5 L 2D S 1/4 of $ 1/4 Section Township N7 N. Range 9W. BaS Ca Recording Area Adoll d;:wnogal Doscdplicn: - _ iWlnntn(hen0 ienin Alton r 'II �. Town of n t/ 5 'e- S (Acreage) (40 Gov't Lot Return To: //,�. - YL ?d / K- O S /L r �'3 Lot _Block Subdivision F O ,Ic 5—Zt— Lot_CSM#_Vol._Page CSMDoc# r y� C �� , Ir viL S `f S 7 ® 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 end 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, 0, 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 septc tank effluent filter shall be inspected and maintained as necessary and In accordance with manufacturer's specifications. Filter maintenance reports shall be submitted to the County as required by SPS 383.55, Wis, Admin. Code. Private Sewage System Dispersal Cell (system types A through E): The private sewage system distribution cell shall be visually inspected by a certified septage servicing operator, POWTS inspector, or licensed master plumber within three (3) years of the date of Installation and at least once every three (3) years thereafter to determine whether wastewater or effluent from the system is ponding on the ground surface. Mounds. At -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 d!stribution 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 Bayfeld 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. Bayfleld 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 maybe placed on the tax roll as a special assessment for the abatement of a human health hazard, and the tax shall be collected aspaVIN(VbJtrlsw,. The terms and conditions of the agreement shall be binding upon and Inure to the benefit of all current and future owners Owner(s) Name(s)—Please Print 2ods Subscribed and sworn to before me on this date: : C toc '18th 2'01A/ NotarizzeedDmowper(s)-31 s) Notary Public �OI#,, �'� My Commission Expires:% u,• Drafted by: 0 n e, /Cc's (CI' Date: 2 — Z V -Z fo Proofed by: ICE utforms/sanitary/seplicmaintenceagreement Revised July 2020 A- - -. iELD Bayfield County FPlanning & Zoning Department 117 E 5th Street P.O. Box 58 Washburn, WI 54891 Phone: 715-373-6138 Fax: 715-373-0114 Property Owner: ROUNDS, JOSHUA C 498 HILLCREST LN BROOKLYN, WI 53521 WARRINER, AMANDA L 498 HILLCREST LN BROOKLYN, WI 53521 Description Certified Soil Tests - Review & Filing Fee Submission Number: SR -00404 Transaction Number: SR -00404-4578C Amount $50.00 Total: $50.00 Payment Amount: $50.00 Reference: 6303 Paid by: Polkoski Plumbing, PO Box 522, Iron River WI 54847 Payment Type: Check Transaction Date: 5/12/2026 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit. J3AyFIELD 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: ROUNDS, JOSHUA C 498 HILLCREST LN BROOKLYN, WI 53521 WARRINER,AMANDA L 498 HILLCREST LN BROOKLYN, WI 53521 Description Private Sewage System (Septic Tanks) Submission Number: SS -00736 Transaction Number: SS -00736-453D3 Amount $400.00 Total: $400.00 Payment Amount: $400.00 Reference: 6303 Paid by: Polkoski Plumbing, PO Box 522, Iron River WI 54847 Payment Type: Check Transaction Date: 5/12/2026 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit. BAYFIELD COUNTY SANITARY PERMIT (#04)-26-40S STATE SANITARY PERMIT OWNER: JOSHUA C ROUNDS G OV'T LOT: LOT: B LK: SW 1/4 SE 1/4 SEC: 18, T 47 N, R 9 W TOWNSHIP: Hughes SOIL TEST: 34-26 NEW SYSTEM SYSTEM TYPE: Non -Pressurized In -Ground PLUMBER: ALLAN POLKOSKI EMILY MACGILLIVRAY LLIVRAY DATE: 5/12/2026 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: # MPRS 220090 Condition: Properly Ma€nta€n System Per Recorded Agreement THIS PERMIT EXPIRES 5/12/2028 POST IN PLAIN VIEW MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION