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Home My WebLink About25-56Sw Department of Safety & Professional Services, Industry Services DivisionSS-Oo5^ County Bcc/Fit^ )erSanitary Permit Number (to be filled in by Co.) 3S-66.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 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. I. Application Information - Please Print All Information Project Address (if different than mailing address) H14SS Long U>.K< (^d Property Owner's Name "J'«.50n Br&mfi+co^ 4 ^hfffyj Loi.qer-ffrvn Parcel # -,-nx 10: 3<< 00$) W-(AH-^-1'?'OZ^-'i OS-60-7. S^&GO Property Owner's Mailing Address ^7/>75"(^J ftrvc>^^«<^ RA City, State H-crmo^^o^'n. ^^ Zip Code s-sau II. Type of Building (check all that apply) 1 or 2 Family Dwelling - Number ofBedrooms D Public/Commercial - Describe Use D State Owned - Describe Use Phone Number S)3-C)</0-53^ Property Location Govt. Lot. -'/4,-'A, Section Lot #T ^ N R O? &DK^) Subdivision Name Block # CSM Number C5n »^<<-*y v.l3 p.1^3 D City of _ D Village of » Town of \ Port, R,;s«~ HI. Type ofPOWTS Permit: (Check either "New" or "Replacement" and other applicable on line A. Check one box on Une B. Complete line C if applicable.) A.Replacement System Other Modification to Existing System (explain)D Additional Pretreatment Unit (explain) B.D Holding Tank In-Ground (conventional) D At-Grade D Mound D Individual Site Design D Other Type (explain) c.D Renewal Before Expiration E] Revision D Change of Plumber D Transfer to New Owner[List Previous Permit Number and Date Issued IV. Dispersal/Treatment Area and Tank Information: Design Flow (gpd) V5"0 Design Soil Application Rate(gpd/sf) &.-7 Dispersal Area Required (sf) G ^3 Dispersal Area Proposed (sf) ^>s^ System Elevation 9^.00 Tank Information Capacity in Gallons New Tanks Existing Tanks Total Gallons # of Units Manufacturer (C 0 lis sai "S :° -3'& 0 d'^ Septic or Holding Tank 1 OGC I&OD .Superior Pr"<CA.&+'X Dosing Chamber V. Responsibility Statement- I, the undersigned, assume responsibUity for installation of the POWTS shown on the attached plans. Plumber's Name (Print) T^a.^i'5 Bo44<''r^!c/c? Plumber's Siz&fiture < — MP/MPRS Number &5"^%7^ Business Phone Number 7, S' <S3t/ -^ '7 G> Plumber's Address (Street, City, State, Zip Code) }H^HU^J S¥e.^e. K<sc^ -77 ^Ayi^Ar^, IA-IX S^'2t/3 VL,County/DepartmentUse Only Approved D Disapproved D Owner Given Reason for Denial Permit Fee$//^Date Issued^^g, ^ ^//^SL5 Issuin 'im ^%t fl» re- Conditions ofApprovaVReasons for Disapproval S^- ^^i^v^f^rd ^ ^ •& y i!/ E 11 ]| JUNO 42025 Bayf'eld Co. Zon'na Deot 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. 03/22) Wisconsin Department of Commerce Division of Safety and Buildings SOIL EVALUATION REPORT in accordance with Comm 85, Wis. Adm. Code Page.-of. Attach complete site plan on paper not less than 81/2x11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). County BAYFIELD Parcel I.D.39002 Reviewed b\?77"?/Date Property Owner JEREMY LARSON / JASON BRAMSTEDT Property Location Govt. Lot 7 1/4 DB1/4 S 2 T 47 N R 8 H^or)^ Property Owner's Mailing Address 5175 W ARROWHEAD ROAD Lot # City State Zip Code HERMANTOWN , MN i 55811 Phone Number Block #Subd. Name or CSIVI# (218)940-5321 QCity Q Village QTown rROMRTVFR Nearest Road LONG LAKE New Construction Usef-1 Residential / Number of bedrooms Q Replacement [J Public or commercial - Describe: Code derived design flow rate ,450-.GPD Parent material. General comments and recommendations: GLACIAL FLUVIAL Flood Plain elevation if applicable CONVENTIONAL SYSTEM ELEVATION RANGE FROM 97.3 TO 94.^ DESIGN LOAD RATE = .7 GPD/SQ. FT. .ft. K 'ft <££II il LI JUN 0 4 2025 Boring #D Boring Pit Ground surface elev. 99.3 ft. Depth to limiting factor 90 m Hayfieid Co Zoning Dept Soil Application Rate Horizon Depth in. Dominant Color; Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ff *Eff#1 *Eff#2 0-9 5YR3/3 SL 3FGR DS cw 3M .6 1.0 9-19 5YR3/4 LS OSG DS cw 3M 1.6 19-50 5YR5/6 OSG DL AW 2F 1.6 50-90 5YR4/6 cos OSG DL AW IF 1.6 90-100 5YR4/6 C1D5YR6/8 cos OSG DL .7 1.6 2 E Horizon 1 2 3 4 5 'ring# QBOrin9 L*J Pit Groi Depth in. 0-6 6-16 16-48 48-90 90-100 Dominant Coloi Munsell 5YR3/3 5YR3/4 5YR5/6 5YR4/6 5YR4/6 99.3id surface elev. Redox Description Qu. Sz. Cont. Color C1F5YR6/8 t. Texture SL SL s cos cos epth to limiting Structure Gr.Sz. Sh. 3FSBK 3FSBK OSG OSG OSG 91 :actor Consistence DS DS DL DL DL in. Boundary cw cw cw cw Roots 3M 2M 2F IF Soil Application Rate GPD/fF *Ef?1 .6 .6 .7 .7 .7 *Ef»2 1.0 1.0 1.6 1.6 1.6 * Effluent #1 = BOD,, > 30 5 220 mg/L and TSS >30 ^ 150 mg/L * Effluent #2 = BOD; ^ 30 mg/L and TSS 5 30 mg/L CST Name (Please Print) BRUCE W BLAKEMAN Signal Address 64903 CHARLES JOHNSON ROAD ASHLAND, WI54806 CST Number 708148 Date Evaluation Conducted 09/10/2024 Telephone Number 715-209-2569 Property Owner.LARSON / BRAMSTEDT ParcellDff.39002 Page .of_ 3 E Horizon 1 2 3 4 5 Boringiring #[•J pjt Groi Depth in. 0-6 6-16 16-48 48-90 90-100 Dominant Coloi Munsell 5YR3/3 5YR3/4 5YR5/6 5YR4/6 5YR4/6 98.9id surface elev, Redox Description Qu. Sz. Cont. Color C1F5YR6/8 t. Texture SL SL s cos cos iepth to limitinc Structure Gr. Sz. Sh. 3FSBK 3FSBK OSG OSG OSG 'actor Consistence DS DS DL DL DL in. Boundary cw cw cw cw Roots 3M 2M 2F IF Soil Application Rate GPD/ff *Eff#1 .6 .6 .7 .7 .7 *Eff#2 1.0 1.0 1.6 1.6 1.6 Horizonn Horizon E 1 ring # Depth in. Boring Pit Grc Dominant Cola Munsell <n9' Br °" Depth in. Dominant Colo Munsell nd surface elev. Redox Description Qu. Sz. Cont. Color nd surface etev. Redox Description Qu.Sz. Cont. Color t. Texture 3epth to limitir Structure Gr. Sz. Sh. t. Depth to timitim Texture Structure Gr. Sz. Sh. factor Consistence Bounds Factor _ in. Consistence Bounda Roots T] J14"or ivt'ieiri :5oots Soil Application Rate GPD/ff *Ef?1 Ttt • n A ?i\ U 1 i^ X) Zocnrl *Eff#2 2£-£i. J I—' ] uepi, Soil Application Rate GPD/ff *Eff#1 *Ef»2 * Effluent #1 = BOD > 30 ^ 220 mg/L and TSS >30 ^ 150 mg/L * Effluent #2 = BOO; .$ 30 mg/L and TSS 5 30 mg/L 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-8330T«t(R.07/00) i I ^.\T J7 ss >.^^<^7I f- \,y\»> ,s \1 >r - \^t^~< i1 <1 ^0F c^^JA1^ 1 R\ ! A. \Pt 1 ^^*" B (^^1 _ ^.<} _ ^'— * * 1 I^•s ;^>^ ^>^^ i -+ - I IT __ ( _ _ -d . - - En ? 'i \ I 3*»^^ Xt i J_ - l - __ L -^i __ . u ^ I _u I [1 ? I£0 •z -8I-j ^d^v^?' i ^F-}TT ~ TI_1 _ >^- 1 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 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 Bramstedt/Lagergren - Long Lake Rd Owner Name(s): Jason Bramstedt & Cheryl Lagergren phone: ^% - ^o - S3^} Owner Address: ^^^ ^^rrow*1eac* ^; ^erman^own'^^ ZJD: 55811 Project Address: 11145 S Long Lake Rd Govt. Lot: "7 1/4 of 1/4, Section °2 , T 47 N-R °8 E Township: lron River _ County: Bayfield or W Project Parcel ID #: 04-024-2-47-08-02-3 05-007-52000 (Tax ID:39002) Designer Information Designer Name: Travis Butterfield _ Phone: 715 _634 .8176 Designer Address: 14346W State Road 77; Hayward, Wl _ Zip: 54843 E-mail: office@butterfielddrilling.com This space reserved for approval stamp. License Number: 652879 Remarks: . ? S II i I 1^. iU JUNO-12025 Sayfieid Co. Zoninq Depi Signature: /f\^^ ^ Ir./^^ _ Date: os/so/^s- iginal signature requil-ed on each submitted copy. PLOT PLAN SCALE = 1:40 ST= 1000gal prefab concrete septic tank made by Superior Precast Co w/ Lifetime LT-1/8 Filter AA = Absorption Area consisting of two cells, spaced >3ft apart, containing a total of 32 Quick 4 Plus Chambers 11145 S Long Lake Rd Lot2CSM#2264v.13p.123 Sec. 02, T47N, R08W Town of Iron River Bayfield County Tax ID: 39002 it^ ^^&^e"->c|s 't-i^E io^G' LA^ ^'^VCSt^W A^rnpa^l .V^^/\\V^/V^'•/ r ~^/vy ./',^/.Sc^j^/^^r Pizc^PTy L.-^i ^/^^ ^^- ^sy& PrepflSfd 3a<><^> IQwe.l^ <^i^^^70.^ LO^/C- L^f D) JUNO 42025 Bayfield Co. Zoning Dept Page 2 of 4 IN-GROUND GRAVITY DISPERSAL AREA Uniform Elevation Trenches with Quick4 Standard-W Chambers 3-ft Trench (down-sizing credit) L SOIL COVER Septic Tank(s) Manufacturer: Superior Precast Concrete 1000 gal Septic Tank(s) Volume(s): gal _ gal gal Effluent Filter Manufacturer:Lifetime Filter LLC Effluent Filter Model #: LT-1 /8 12" min. trench depth(typical) ••^' • .•A •< 34"—>—V-^| ., •• ••(typical) TYPICAL TRENCH CROSS SECTION VIEW (No Scale) ~< ft) 2^=)J D=Lni li s []=u-iS Quick4 Standard-W w/ End Cap (typical) System Elevation = 96-°° ft (typical) (Show location of inlet / outlet pipe connection on plan view.) Provide minimum 3 ft ^ separation between trenche^-i 1~</cr>r~o (B-0 Observation Pipe(typical) Install per manufacturer's instructions. TYPICAL TRENCH PLAN VIEW (No Scale) a|H^l|H;|i!|li?;i5;i@;)3iiBiig|tlte|!S| INSTALL PER TRENCH: _^__ ______ ^____-^— B= ^Z_ ft A = 3.0ft (typical) (typical) 16 + 1 Quick4 Std-W @ 20 ff EISA/chamber = 320 Pairs of end caps @ 6 ft2 EISA/pair = 6 ft2 ft2 -Quick4 Standard-W Chamber (typical) (mfd by Infiltrator Systems, Inc.) Install pursuant to manufacturer's instructions. -u>0m GO0 = Proposed E ISA per trench = 326 ^ x Required InfiltrationArea = 643 ^ trenches = Proposed Total EISA = 652 ft2 Distribution Method: 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, 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 = 45° gpd; BODs ^ 220 mgL-1; TSS ^ 150 mgL-1; FOG^30mgL- 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, etc.) o material fatigue (/.e., leaks, breaks, corrosion, ete.) 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, etc.) o electrical components - if applicable (/.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, 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: Butterfield lnc _ Phone: 715-634-8176 Local government unit: Bayfield County Planning & Zoning _ p^ 715-373-6138 Local government unit address: 117 E 5th Street P.O. BOX 58 Washbum, Wl ^ 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 accordance with SPS 384, Wise. Admin. Code. Contingency Plan ^ JUN 0 4 Z025 ^ In the event that any failed treatment component of this POWTS cannot be repaired, it shall be ^fad^pu.rsntiiai^ £?pt 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. Real Estate Bayfield County Property Listing Today's Date; 5/14/2025 Property Status; Current Created On: 6/13/2023 1:08:20 PM ^ Description Updated: 10/25/2024 ai Ownership Updated: 10/25/2024 Tax ID: PIN: Legacy PIN: Map ID: Municipality: STR: Description: Recorded Acres: Calculated Acres: Lottery Claims: First Dollar: ESN: Tax Districts 39002 04-024-2-47-08-02-3 05-007-52000 (024) TOWN OF IRON RIVER S02 T47N R08W LOT 2 OF CSM 2264 V. 13 P. 123(LOCATED IN GOV LOT 7) IN DOC 2024R-605121 2.060 2.943 0 Yes 118 Updated: 6/13/2023 1 04 024 163297 001700 *' Recorded Documents STATE COUNTS TOWN OF IRON RIVER SCHL-MAPLE TECHNICAL COLLEGE Updated: 6/13/2023 B WARRANTY DEED Date Recorded: 10/16/2024 B CERTIFIED SURVEY MAP Date Recorded: 2/14/2023 2024R-605121 2023R-598076 V.13 P.123 JASON BRAMSTEDT CHERYL A LAGERGREN Billing Address: JASON BRAMSTEDT ATTN: CHERYL A L^GERGREN 5175 W ARROWHEAD RD HERMANTOWN MN 55811 HERMANTOWN MN HERMANTOWN MN Mailing Address: JASON BRAMSTEDT ATTN: CHERYL A LAGERGREN 5175 W ARROWHEAD RD HERMANTOWN MN 55811 Site Address * indicates Private Road 11145 S LONG LAKE RD Property Assessment IRON RIVER 54847 Updated: 8/19/2024 2025 Assessment Detail Code Acres Land Imp. Gl-RESIDENTIAL 2.060 179,200 36,400 2-Year Comparison 2024 2025 Change Land: 179,200 179,200 0.0% Improved: 36,400 36,400 0.0% Total: 215,600 215,600 0.0% Property History Parent Properties 04-024-2-47-08-02-305-007-50000 HISTORY B Expand All History White=Current Parcels Pink=Retired Parcels E3 Tax ID: 18931 Pin: 04-024-2-47-08-02-3 05-007-50000 Lea. Pin: 024100105000 39002 This Parcel ^ Parents ^ Children Tax ID 18931 0 IGII JUN 0 ^ 2Q25 Bayfield Co. Zoning Dept s> !" s 2 ? ii i l Pl § ! I' F fmRE^w^SS-Q956? link^A uo/ss-O&Sfc^ Private Sewage System Maintenance Agreement Owner(s) Name Jason Bramstedt Owner(s) Mailing Address 5175WArrowhead Rd ; Hermantown, MN 55811 Site Address 11145 S Long Lake Rd Tax ID #39002 As owner, 1 (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) J/4 of_1/4 Section 02 Township 47 N. Range 08 W. Additional Legal Description: DOC 2024R-605121 Town of Iron River (Acreage) 2.943 Gov'tLot_7_ Lot .Block_Subdivision Lot _2 __ C8M#2264 Vol. 13 _Page 123 CSM Doc # n/Udl^ ~A\^-^m^ DOCUMENT NUMBER2025R-607725 DANIEL J. HEF-FNER REGISTER OF DEEDS BAYFIELD COUNTY. Wl RECORDED 06/04/2025 AT 10:54 AM RECORDING FEE: $30-00 PAGES: 1 Recording Area Return To: Planning and Zoning Department ID) ! '[: ! S! i" IE ill iDL iU^—7?-^ —— In-ground gravity D Mound Q In-ground dosed D In-ground pressure sUsitFJButipn S.ewgge^ystem: D At-grade Sewage System D 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 authorizad to makesuch 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 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 Laierais (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 wilt 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. Owner(s) Name(s) - Please Print )A^ ^7ff\p^^l Notarized Owner(s) - Slgnature(s) Subscribed and sworn to before me on this date: /^\-< ^0 , Z.o z-s Notary Publi My Commission Expires: i/s/ /^o^8 Drafted by: Ronald Spreckels Jr Date: 05/15/25 JACOB S KUSCHKE |' NOTARY PUBUC-f My Comm. Exp. Jan. 31 , 2028 Proofed by: '/septlcmaintenceagreementRevised July 2020 B-*-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: LARSON, JEREMY D & AMY R 855 ASH STREET LINO LAKES, WI 55126 LAGERGREN/ CHERYL A 5175 W ARROWHEAD RD HERMANTOWN, MN 55811 Submission Number: SS-00564 Transaction Number: SS-00564-2CE45 Description Private Sewage System (Septic Tanks) Amount $400.00 Total: Payment Amount: $400.00 $400.00 Reference: 22687 Paid by: Sipsas Excavating & Trucking, PO Box 728, Iron River WI 54847 Payment Type: Check Transaction Date: 6/16/2025 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit. BAYFIELD COUNTS SANITARY PERMIT (#04)-25^6S STATE SANITARY PERMIT OWNER: JASON BRAMSTEDT & CHERYL LAGERGREN GOVT LOT: 7 LOT: 2 BLK: CSM: 2264v.13p.123 1/4 1/4 SEC:2,T47N,R8W TOWNSHIP: Iron River SOIL TEST: 147-24 NEW SYSTEM SYSTEM TYPE: Non-Pressurized In-Ground PLUMBER: TRAVIS BUTTERFIELD 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: # 652879 TRACY POOLER Authorized Issuing Officer DATE: 6/16/2025 Condition: Properly Maintain System Per Recorded Agreement THIS PERMIT EXPIRES 6/16/2027 POST IN PLAIN VIEW MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION