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Home My WebLink About26-25S,, Industry Services Division County �a - 4822 Madison Yards Way Bayfield .� Sp Madison, WI 53705 Sanitary Permit Number (to be filled in by Co.) .SS'P.O. Box 537 Madison, WI 53707 - a 5 S - OU-j I 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 state-owned POWTS are submitted to Project Address (if different than mailing address) the Department of Safety and Professional Services. Personal information you provide mayy�be used for secondary 88690 Glacial Shores. Ba leld, WI 54814 purposes in accordance with the Privacy Law. s. 15.04(11(m). Scats. i-r Ff"'w 1'V9f� Yf Property Owner's Name Gregory & Annalora Fremouw EParcel /�q1ED MAR 272026 7 # 39338 Property Owner's Mailing Address 327 20th Ave. Bayfield Co. lanning and Zoning Agency Property Location Govt. Lot City, State I Zip Code Phone Number Menomonie, WI 54751 715-441-7187 Y4. Y4, Section 35 II. Type of Building (check all that apply) Lot # T 51 N R 04 For W zI or 2 Family Dwelling —Number of Bedrooms 2 2 Subdivision Name IIlPublic/Commercial — Describe Use Block # City of State Owned — Describe Use CSM Number Village of 2351 V13 P330 ❑✓Town of Russell 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 applicable.) A. ✓few System ❑Replacement System Other Modification to Existing System (explain) ❑Additional Pretreatment Unit (explain) B' ❑Holding Tank ZIn-Ground ❑4t -Grade Mound J1ndividua1 Site Design Other Type (explain) (conventional) C. ❑ Renewal Before ❑Revision 1Change of Plumber EI'ransfer to New Owner ist Previous Permit Number and Date Issued Expiration NA IV. Dispersal/Treatment Area and Tank Information: Design Flow (gpd) Design Soil Application Rate(gpd/sl) I Dispersal Area Required (s1) I Dispersal Area Proposed (st) I System Elevation 300 0.7 429 452 95.5 Capacity in I Total I # of I Manufacturer Tank Information Gallons Gallons Units j I e I v New Tanks lixiscing Tanks . '. y v `m t: 0.O in H ti Septic or Holding Tank 750 750 1 I Superior Precast I ✓ I I I- I n 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 Signature MP/MPRS Number Business Phone Number Jason Kuettel 675751 715-798-3355 Plumber's Address (Street, City, State, Zip Code) PO Box 66 Cable, WI 54821 VI. County/Department Use Only AA Approved ❑ Disapproved Permit Fee Date Issued VoL Issuing A St lure P ❑ Owner Given Reason for Denial $��^ y'��j /'/237!3 A/ I. Conditions of Approval/Reasons for Disanoroval to complete plans for the system and submit to the County only on naner not less than 8 12 x 11 inches in size SBD-6398 (R. 02/22) S f�� Oo390 Soil Evaluation Report TEST�— 1 ; in accordance with SPS 385 Ws.Rdm Code Wisconsin Department of Safety and Professional Services TEST Attach complete site plan on paper not less than 81,4 X 11 inches in size. Page: 1 f 6 Plan must include but not limited to: Vertical and horizontal reference County: point (BM), direction and percent slope, scale or dimensions, north arrow, Bavfield location and distance to nearest road. Parcel I.D. Please Print All Information 39338 Personal information you provide may be used for secondary purposes. Re iew B Date- 9 �� (privacy Law,s.15.04(1)(m)). Property Owner: Pro erty Location Gregory Allen Fremouw S35,T51 N,R04W Property Owners Mailing Address: Site Address or CSM and Lot # 327 20th Ave 88690 Glacial Shores City IState I Zip Code Phone Number: Town Nearest Road: Menomonie I WI I 54751 0 Russell Glacial Shores Number of Bedrooms: 2 l ' New r Residential Code derived design flow rate: 300 Flood Plain if applicable -- r- - ;- r"' Replacement r Public or Commercial - Describe: 'LTERED _, f i. PEAR 27 l, Parent Material: Outwash Flood Plain if Applicable: 0 = General Comments & Recommendations: System Elevation: 95.5 Load Rate: 0O.7 Elevation Range 92.87 To 95.57 Ground surface Elev: Depth to Limiting Factor: Boring #1 r Bor. r' Pit Soil Application Rate: 98.2 Ft. 100 in. Elev. 89.87 ft Horizon Depth in. Domm.Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz *Eff#1 Eff#2 Munsell Qu. Sz. Cont. Color Gr.Sz.Sh. 1 0-6 7.5YR2.5/1 N/A SL 2MSBK MFR CS 3CO 0.6 1.0 2 6-12 7.5YR4/6 N/A LS 0SG ML CS 3F 0.7 1.6 3 12-100 7.5YR4/4 N/A MS 0SG ML N/A 2F 0.7 1.6 4 5 6 7 r Bor. r pi{ Ground surface Elev: Depth to Limiting Factor: Boring # 297.07 Soil Application Rate: Ft. 115 In. Elev. 87.49 ft Horizon Depth in. Domm.Color Redox Description Texture Structure ce Consistence Boundary Roots GPD/ft2 *Eff#1 Eff#2 Munsell Qu. Sz. Cont. Color Gr.Sz.Sh. 1 0-16 7.5YR2.5/1 N/A SL 2MSBK MFR CS 3CO 0, .6 1.0 2 16-18 7.5YR4/6 N/A LS 0SG ML CS 3F 0.7 1.6 3 18-115 7.5YR4/4 N/A MS 0SG ML N/A 2F 0.7 1.6 4 5 6 7 *Effluent #1 = BOD 5>30 < 2 20 mgA TSS>30 < 950 *Effluent #2= BOD 5< 30 mg/land TSS < 30 mg/1 CST Name (Please Print) Si at CST Number: 877598 Mark S. Thompson Address: 12006 N US Hwy 63 Dat u nducte . Telephone Number Hayward, WI 54843 Thursday, March 5, 2026 715/699-4081 SBD-8330 (R04/21) JL6 Property Owner: Gregory Allen Fremouw Parcel I.D. 39338 Page: 2 of 6 Boring # 3 Ground surface Elev: Depth to Limiting Factor: Bores �t 98.35 Ft. 120 in. Elev. 88.35 ft Soil App. Rate Horizon Depth in. Domm.Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr.Sz.Sh. Consistence Boundary Roots GPD/ft2 *Eff#1 Eff#2 1 0-12 7.5YR2.5/1 N/A SL 2MSBK MFR CS 3CO 0.6 1.0 2 12-26 7.5YR4/6 N/A LS 0SG ML CS 3F 0.7 1.6 3 26-120 7.5YR4/4 N/A MS 0SG ML N/A 2F 0.7 1.6 4 5 6 7 Boring #4 Ground surface Elev: Depth to Limiting Factor: T Borr Pitt 0 Ft. 0 In. Soil App. Rate Horizon Depth in. Domm.Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr.Sz.Sh. Consistence Boundary Roots GPD/ft? *Eff#1 Eff#2 1 2 3 4 l 27202 2 5 6 f'lanri.1n 3yneia Uo. ;a. ncv 7 Boring # 5 r Bore Pit Ground surface Elev: Depth to Limiting Factor: 0 Ft. 0 In. Soil App. Rate Horizon Depth in. Domm.Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr.Sz.Sh. Consistence Boundary Roots GPD/ft2 *Eff#1 Eff#2 1 2 3 4 5 6 7 Boring # 6 r Bor Pit Ground surface Elev: Depth to Limiting Factor: 0 Ft. 01n. Soil App. Rate Horizon Depth in. Domm.Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr.Sz.Sh. Consistence Boundary Roots GPD/ft2 *Eff#1 Eff#2 1 2 3 4 5 6 7 *Effluent #1 = BOD 5>30 < 2 20 mg/1 and TSS>30 < 150mg/1 *Effluent #2= BOD 5< 30 mg/1 and TSS < 30 mg// The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777 SBD-8330(R.07100) Soft Profile Sheet Page: 3 of 6 Owner: GregoryAtlen Fremouw SoitTester: MarkS. Thompson System Elevation: 95.5 Load Rate: 0.7 System Elevation: 92.87 To 95.57 101 B.i 100 -------_�__ 99 --------------- 98 --------------- 98.35 97 --------------- --------------- 01 96 --------------- 96.18 $ 02 95 ---------- 94 --------------- 93 --------------- 92 --------------- 91 ---------------01225 90 --------------- 89 88 ---------------0035 87 86 --------------- 85 --------------- 84 --------------- 83 --------------- 82 . -------- 81 --------------- 80 -------------- 79 -------------- 101 01 •100 99 98 98.02 97 96 -QZ 95 94 93 --------------- 9222z 92 -------------•- �� 91 90 89.87 89 L 88 87 86 85 84 83 82 81 80 79 101 82 100 99 -System Elevation 98 97.07 1 96 --------------- �Z 9:Z -----•--------- 95.57 95 -------------- 12 93 -_ MAR 2 ZOOM 92 � Bavfield Co 91 --------------- 90 90.49 89 88 87 87.49 86 85 84 83 82 -------------- 81 80 79 --------------- Owner Information: Name: GregoryAllen Fremoew Location: S35.T51N.R04W Township: Russell County: Bayfield Address: 88890 Glacial Shores CST: Mark S. Thompson 598 71 99- 081 1"= 40' Only in Tested Area BM=100: Nail w/ribbon on the base of tree near BI B1= �$.2 B2 = 9707 B3= 98_35 Lake= rte,...._.__ CZE�A-✓A.e .. i[ MAR 272025 Bay: :c flfti PAGE 1 OF 4 In -Ground Gravity Plan Index & Cover Sheet Component Manual Design References: In -Ground Soil Absorption for POWTS Version 2.1 (May 2022-2027)`T.� Pg 1 of 4 Pg2of4 Pg 3 of 4 Pg4of4 Attachments: MAR 272026 Index & Cover Sheet Bayfield Co. Plot Plan Planning an 7-cning Agency Dispersal Area Cross -Section & Plan View Management Plan res: POWTS Application for Review Soil Evaluation Report & Site Mar) Project Name / Description Fremouw 2 -Bed Owner Name(s): Gregory & Annalora Fremouw Owner Address: 327 20th Ave. Menomonie, WI Project Address: 1755 Buchman Rd. Barnes, WI Govt. Lot: 1/4 of Township: Russell Project Parcel ID #: 39338 Phone: 715 -441 .7187 Zip: 54751 1/4, Section 35 , T51 N -R 04 E County: Bayfield Designer Information Designer Name: Jason Kuettel Designer Address: PO Box 66 Cable, WI E-mail: tim@andryras.com License Number: 675751 Remarks: or W Phone: 715 -798 -3355 Zip: 54821 I his sp;rcc reserved for approval stamp. Signature: Date: 3 z ___ Original signature required on each submitted copy. kEECEIVED MAR 2 7 2026 Ownednformatlon: BM=100: Naltw/ribbon on thp base of tree near BI Bayfield Co. Name: QregVry Allen Fr orw �� Planning and Zoning Agency Location: 535 T51N R04W B1= 9L2 Township: Russell 82 = 910210Z County: 9 ietd 83 = 88.36 Address: 0640Cacta1$horeS Lake= 0 Empty Lot No Well ze y6' C�utcl� 4 C ** tstope r G SVp&u y"jc"NO pvc Only in TestedArea S fa/ O1LLNCA Pr VtTom/ P G7 -Is 's I IN -GROUND GRAVITY DISPERSAL AREA Uniform Elevation Trenches with Quick4 Standard -W Chambers 3 -ft Trench (down -sizing credit) RWi-1.4E i SOIL COVER 2" min. trench depth (typical) MAR 27 2026 Bayfield Co. '.2nd Zoning Agency _ ftvplcicaq System Elevation = 95.5 (typical) Septic Tank(s) Manufacturer: Superior Precast Septic Tank(s) Volume(s): 750 gal gal gal gal Effluent Filter Manufacturer. Orenco Effluent Filter Model #: FT -0822 TYPICAL TRENCH CROSS SECTION VIEW (No Scale) ft Quick4 Standard -W w/ End Cap (Show location of inlet / outlet pipe connection on plan view.) (typical) I w•w ewawwws. — --— ------------- I e I ( a••uu•.u•.�_•�rrrrr B= 46 ft (typical) INSTALL PER TRENCH: 11 Quick4 Std -W @ 20 ff EISA/chamber = 220 ftz + 1 Pairs of end caps @6W EISA/pair = 6 ft' = Proposed EISA per trench = 226 ft' Provide minimum 3 ft separation between trenches. 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 manufacturer's instructions. Required Infiltration Area = 429 ft2 x 2 trenches = Proposed Total EISA = 452 ft2 Distribution Method: branched manifold GD m W O m RESET 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 ≤ 220 mgL''; TSS ≤ 150 mgL"1; FOGS 30 mgL"1 Inspection Checklist INSPECT EVERY 3 YEARS he . EI JED o type of use o age of system PIAR ?_ 12026 o nuisance factors (i.e. odors, user complaints, etc.) Bayfield Co. o mechanical malfunction (i.e., pumps, valves, switches, floats, etc.) Planning ar.t .-- .,o agency o material fatigue (Le., 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 (Le., 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. Scats. 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 fitter(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: Andry Rasmussen & Sons Phone: 715-798-3355 Local government unit: Bayfield Co. Zoning Phone: 715-373-6138 Local government unit address: 117 E 5th St. Washburn, WI 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 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. SEPTIC T CROSS SECTION AUD S?ECr• iCArICtiS 4" Sci•4-oPVC INSP. pr or 5 " KIN. ABOVE GR-,t�'.(opt) (when te nle+ mc.v 0�Ys buried ) J APPROVED MANHOLE F1N_IH=D GRADS W/ Loc ,}. -- W'�FR ✓into L.48EL I - 4" Hill. 18" HIM. I pILET TIJj OUTLET APPR D B,4F-CE— O FILTER pct"4 EIVED APPROVED MFG. 04!rco MAR 272026 PIPE 3' ONTO SOL[O model # c-r-o9≥n- Bayfi.c Co. SOIL Planning Zur, ng Agenq 3" APPROVED BEDDING UHDEP, TANK SPECIFICATIONS SEPfC TANK YiAWUFACIURER: .cu P C-1Gvt- r2cc.Q-t7— TN,PIK 5IiES S TIC "So CAL, NOTES: r SS _ 007 Private Sewage System Maintenance Agreement &r ar, /4/(e, 1-? FpiOv Owner(s) Mailing A ress :Z7 Zo• A0E )bteNOAnmM/c wZ- CH7S'1 Site Address '�S 6So 6LAC.'fl-c J'.i`aaeS QArFir2t. e 39 338 As owner, i (we) co nereby certlry me pnvate 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 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) 1/4of 1/4 Section 3 -5Township S i N. Range O -f W Additional Legal Description: Town of )2V 5-V E LL (Acreage) Z Govt Lot Lot Block Subdivision Lot Z CSM#7Js) Vol. Page33U CSM Doc# 2oZ`taa•• 6038'74 DOCUMENT NUMBER 2026R-61 1576 DANIEL J. HEFFNER REGISTER OF DEEDS BAYFIELD COUNTY. WI RECORDED 03/27/2026 At 2:4O PM RECORDING FEE: $30.00 PAGES:1 Area Return To: Planning and Zoning 1niM VED �fiiTERto 3 5% MAR 302026 f In -ground gravity ❑ In -ground dosed ❑ and &1inAuef1 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 In -ground 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 bylaw. 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. Owner(s) Name(s)— Please Print iyAe&oR tl Al2 -EA/ rRMW'v&J Subscribed and sworn to before me on this date: �'C. Nq /YQ l � f �.od. (e�� `' NOTARY Notarized Owner(s) - Signature(s) Note lic `� _ * : ^:� - '•, PUSLIC 'i p Y ion Expir s: �� '�O , �i r. _, �r � -F W,5 Drafted c: .v1 ccSV1L- Date: ;V1th_& , F, I aaaaa Proofed by: Wfonns/sanitary/septicmaintenceagreement Revised July 2020 ]3AFIELD 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: FREMOUW, GREGORY ALLEN 327 20TH AVE MENOMONIE, WI 54751 FREMOUW,ANNALORA MARRIA 327 20TH AVE MENOMONIE, WI 54751 Description Certified Soil Tests - Review & Filing Fee Submission Number: SR -00390 Transaction Number: SR-00390-42ED3 Amount $50.00 Total: $50.00 Payment Amount: $50.00 Reference: 15004 Paid by: Andry Rasmussen & Sons, PO Box 66, Cable WI 54821 Payment Type: Check Transaction Date: 4/2/2026 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit. P 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: FREMOUW, GREGORY ALLEN 327 20TH AVE MENOMONIE, WI 54751 FREMOUW,ANNALORA MARRIA 327 20TH AVE MENOMONIE, WI 54751 Description Private Sewage System (Septic Tanks) Submission Number: SS -00718 Transaction Number: SS-00718-42ED2 Amount $400.00 Total: $400.00 Payment Amount: $400.00 Reference: 15004 Paid by: Andry Rasmussen & Sons, PO Box 66, Cable WI 54821 Payment Type: Check Transaction Date: 4/2/2026 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit. BAYFIELD COUNTY SANITARY PERMIT (#04)-26-25S STATE SANITARY PERMIT OWNER: GREGORY ALLEN FREMOUW GOVT LOT: LOT: 2 BLK: CSM: 2351 V13 P330 1/4 1/4 SEC: 35, T 51 N,R4 4 TOWNSHIP: Russell SOIL TEST: 19-26 NEW SYSTEM SYSTEM TYPE: Non -Pressurized In -Ground PLUMBER: JASON KUETTEL TRACY POOLER DATE: 4/2/2026 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: # MP 675751 Condition: Properly Maintain System Per Recorded Agreement THIS PERMIT EXPIRES 4/2/2028 POST IN PLAIN VIEW MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION