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HomeMy WebLinkAbout25-155SI/ Request for Sanitary Inspection (24 Hrs. in Advance) Fax or email this form to Zoning Dept (24 Hrs.) prior to when you want an inspection Fax (715) 373-0114 or Email zonina(�bavfieldcountv.wi.pov Note fl Time Change fl Discrepancy fl Other Phone Number Plumber: / r IDW Fax Number Homeowner: j Email Address Immediate Phone Number So Zoning Sanitary Permit #: C / TS J J Dept can call you right back (if needed) Plumber' C oice Zo Dept 5 f 6 R No Inspection(s) during this time Date: Tuesday (9:30 am - 12:15 pm) (Tracy) Time: Plumber's Choice Dept _______ ji_______ Township: Address # & Road Name: ! Syt c ut y (0 J tl l ff I c or Directions tv'— To Site: Comments: Plumbers you must verify any change(s) by fax or email ** Notes from July 2025 DAVID E & GRETCHEN M BROUCH 3719 CANDEUR DR Private Onsite Wastewater Treatment c+'ms ( POWTS). Inspection Report (Attach to Permit) Tank Information setback to: County Sanitary ermlt No: State Plan'Transacuon ID#: Parcel Tax No: TYPE I MANUFACTURER CAPACITY Prop. Line Well Building Air Intake Road Se tic 4tnr Oo0 ?j N/A Dosing N/A Aeration N/A Holdin Pump! Siphon Information Pump Manufacturer Pump Model Demand �PM Flter an U �p 1 liter Model Tl H ILift Friction Loss Head Total/ Forcemain Length Dia Dist. To Well &o -i- Dispersal Cell Information DIMENSIONS I W. ! Length 16 i'syiptJr& # of Cells SETBACK FROM Pr p.. Line 15+ I Building I o Well WM Type of Cell I Manufacturer: Model Num r: Pretreatment Unit Manufacturer: Model Number: Dia Soil Depth Over Depth Over I Depth of Cell Center Cell Edges Topsoil COMMENTS: (include code discrepancies, persons present, etc,) lnsk6kVA Oki Aa Qvv� eat �led row u \ � wp r� Elevation Data / STATION BS J HI FS ELEV Benchmark 1O /o oo Bldg. Sewer (1 Tank Inlet Zi CP Tank Outlet Dose Tank Inlet Dose Tank Bottom Inst. Contour Header! Manffbld I ik) 3 Distribution Pipe Infiltrative Surface Final Grade X Pressure Systems XHoleS¢e lx ❑ Yes ❑ No ❑Yes ❑ No Mulched ❑Yes ❑No U,PPe( dwsv i)der (cwct G%twtlri LL �at�K tuts f-alle of �ocg �tfst two, �v� 4 eed ytt> ��� A I qtr nR ds la (ie nk f `� Ian revision required? ❑ Yes No I` J aoa ( 0� ae other side for additional information. l Date PO Inspector's Signature License Number i Rn_R71n (P ngr911 Property Owner Information As you know BAYFIELD COUNTY PLANNING & ZONING DEPARTMENT Telephone: (715) 373-6138 Fax: (715) 373-0114 e-mail: zoninoaabavfieldcountv.oro Web Site: www.bavfieldcounty.orptl47 DAVID E & GRETCHEN M BROUCH 3719 CANDEUR DR NAPERVILLE IL 60564 Bayfield County Courthouse Post Office Box 58 117 East Fifth Street Washburn, WI 54891 was contracted by you to install a private onsite wastewater treatment system on your property (Tax ID# above). To know when your system will be due for servicing please go to www.septicsearch.com Notes: Abandonment of Old System to meet all applicable code requirements: 1 *- Tank was pumped by: Tank was crushed I removed and pipes disconnected by: on at AM/PM On at (AM I PM) the above -mentioned plumber contacted our office to condu pre -cover inspection as required under DSPS 383. One of the following applies: System was inspected and appears to meet all applicable code requirements. ❑ System was inspected and appears to meet all applicable code requirements; however, a plan revision is necessary because the installation was substantially different than the original approval. System could not be inspected because plumber covered prior to scheduled time of inspection. ❑ System could not be inspected because plumber was not ready at scheduled time of inspection. County was unable to return to complete inspection. System could not be inspected because plumber was not ready at scheduled time of inspection. A re -inspection and $50 fee are required. System could not be inspected because County could not respond to plumber's time constraints. / } II J� Comments: I Ctdi1� (t�4 to i"{r4t COW In&t!a t f C� p i fct r U1 V\ ❑ttorms/sanitarypropertyowner-input April 2019 fki 1 Atmch to complete pion for thesystem sod submit to the County only on paper rat less than a 1R x SBD-6398 (R. 03/22) DAVID. E & GRETCHEN M BROUCH Property Owners Name 65350 County HWY H Property Address 04-024-2-47-08-28-3 05-004-07000 Tax Parcel Number Bayfeld County LOT I OF CSM #350 V.3 P.199 Legal Description 28 Section 47 Town 8 Range Keith Wiley D2388PSS 218-451-2611 11/3125 ass = E iA I Page Index 1 Property Information 2 Data Entry 3 Plot Plan 4 Drainfield Cross -Section 5 Tank Information 6 Maintenance Plan 7 Contingency Plan Designer's Name Designer's Signature Designer's License Number Designer's Phone Number Date WIN fJl 15 'U Bayfieku Co. punning and Zoning Page 1 of 7 JLJ alter Page 2 of 7 Brouch (3 bedroom) Gravity In -Ground Plot Plan r 5C a / Bayfeld Co. Pl:mnina aria Ming Ager., y • I io —dc '' y'c•v� �i+rr'r iM i `S x�� 1 / C i-4i lut'3 r; Two rows of 16 infiltrator Quick 4 Standard chambers 1 Scale 1:50 Bench Mark = Nail in oak Elev = 100.0' • I f\i NOTES: - Property lines not shown > 50' from system area - All vent, observation & conveyance pipes 4" ASTM D1785 or code equivalent Page 3 o• Cross Section of a Two Cell In Ground Component Using Leaching Chambers RECI'SVED .. 172025 yfield Co. Planning nd Zoning Agency Observation/Vent Pipes 93.00 Finished Grade __________ Fl ..---_. Finished9,ade.J 91.00 Slope 20% Ceji�eperation %I 415* I , 93.00 Original G e ,?:ti % , ; ��3 tiginal Grade 91.00 92.00 hop of Chamber 'Y i'op of Chamber 90.00 � ti-' : _ _,•�:._3.�� (( 89.00 91.00 System Elevation f.. _ , •; System Elevaan jr•;.1`reatnnent`pnd• Dispersal Zoe • •j .: .... _. " ; _ ' • ' . ' ' Limiting Factor Observation/Vent pipes to be constucted and capped with approved materials for the particular use. 0 67 feet -� r—� 67 feet Observation / Vent Pipes to be located at the ends of the distribution cells. Page 4 of 7 4" CAST - Lu w INLET % 2" a N r M 4" CAST -A -SEAL ECEWD NOV 1.7.2025 Bayfield Co. planning and Zoning Agency OUTLET J i PUMP PAD TANKS ARE MANUFACTURED TO MEET OR EXCEED ASTM C-1227 REQUIREMENTS WLP1 000 TANK SPECIFICATIONS a o a DIMENSIONS: WALL: 2 1/2" a a BOTTOM: 3" COVER: 5" MANHOLE: 24" I.D. PRECAST CONCRETE RISER HEIGHT: 53 1/4" ca LENGTH: 8'-8" WIDTH: 7'-2" a BELOW INLET: 42" LIQUID LEVEL; 36" WEIGHT: BOTTOM 6,790 LBS. COVER 3,195 u INLET AND OUTLET: m a 4 CAST -A -SEAL BOOT OR EQUAL GASKET INLET AND OUTLET BAFFLE AND FILTER: c c WISCONSIN SEE DETAIL #10 (OTHER STATES SEE CHART) W $ LIQUID CAPACITY: 27.83 GAL/IN HOLDING TANK: ' LO OUTLET HOLE PLUGGED 0 It ACTUAL CAPACITY: 1,085 GALLONS I LOADING DESIGN: 8'-0" UNSATURATED SOIL M TANK CAN BE USED AS: o SEPTIC / HOLDING / PUMP OR SIPHON COVER: MIX DESIGN #8 (NO FIBER) wN TANK: MIX DESIGN #10 (STRUCTURAL FIBER) CUSTOMIZED TANKS: FOR CUSTOM TANKS CONTACT WIESER CONCRETE O Q REVIEWED BY REVIEW DATE F w DRAWINGS SUBMITTED FOR APPROVAL APPROVED BY: SHEET NO. APPROVAL DATE: 1 NEEDED BY: / OFPRODUCTS 1 POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page 6 of? FILE iNFORMATION Owner DAVID E & GRETCHEN M BROUCH Permit # DESIGN PARAMETERS Number of Bedrooms 3 0 NA Number of Public Facility Units ® NA Estimated (average) flow 300 gal/day Design (peak) flow = (Estimated x 1.5) 450 gal/day In Situ Soil Application Rate 0.7 al/da /ftz Standard influent/Effluent Quality Monthly average* Fats, Oil & Grease (FOG) ≤30 mg/L Biochemical Oxygen Demand (BOD5) ≤220 mglL 0 NA Total Suspended Solids (TSS) ≤150 mglL Pretreated Effluent Quality Monthly average Biochemical Oxygen Demand (BOOS) ≤30 mg/L Total Suspended Solids (TSS) ≤30 mg/L ® NA Fecal Coliform (geometric mean) ≤104 cfu/100ml Maximum Effluent Particle Size in dia. ❑ NA Other: ® NA "Values typical for domestic wastewater and septic tank effluent. MAINTENANCE SCHEDULE SYSTEM SPECIFICATIONS Tank Manufacturer Wieser 0 NA ® Septic 0 Dose 0 Holding vol. 1000 gal Tank Manufacturer ® NA C1 Septic 0 Dose 0 Holding vol. gal Effluent Filter Manufacturer Polylok O NA Effluent Filter Model 525 Pump Manufacturer ® NA Pump Model Pretreatment Unit ® NA O Sand/Gravel Filter O Peat Filter O Mechanical Aeration D Wetland D. Disinfection 0 Other: Manufacturer Dispersal Cell(s) ❑ NA ® In -Ground (gravity) 0 In -Ground (pressurized) D At -Grade ❑ Mound ❑ Drip -line 0 Other: Other. ® NA Other: ® NA Service Event Service Frequency Inspect condition of tank(s) At least once every: 3 O month(s) earls (Maximum 3 years) ® O NA Pump out contents of tank(s) ® When combined sludge and scum equals one-third (14) of tank volume O When the high water alarm is activated 0 NA Insect dispersal p p (s ) At y leastcell(s)once every: 3 0 month(s) ® year(s) (Maximum 3 years) ❑ NA Clean effluent filter At least once every: 3 ❑ months) 0 year(s� 0 NA Inspect pump, pump controls & alarm At least once every: o month s) O years) ® NA Flush laterals and pressure test At least once every: 0 month(s) D year(s) ® NA Other: At least once every: 0 month(s) ❑ year(s) ® NA Other. ® NA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator (pumper). Tank inspections must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and a check for any back up or ponding of effluent on the ground surface. The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any treatment tank equals one-third (6) or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units, and any servicing at Intervals of ≤12 months, shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. RECEIVED GMW(12/02) N0V 1.7 2025 Bayfleld Co. Planning and Zoning Agency Page f of I START UP AND OPERATION For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products, solvents or other chemicals that may impede the treatment process and/or damage the soil dispersal cell(s). If high concentrations are detected have the contents of the-tank(s) removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. During extended power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be discharged to the dispersal cell(s) in one large dose and may overload themresulting in the backup or surface discharge of effluent. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to restore normal levels within the pump tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area within 15 feet down slope of any mound or at -grade soil absorption area. Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the POWTS: antibiotics; baby wipes; cigarette. butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectant drain (sump pump) discharge; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications, ell imcts; t p g , pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT NOV 1 /2025 When the POWTS falls and/or is permanently taken out of service the following steps shall be taken to insure that the system is properly and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code: B ayfield Co. Planing and z s Agency • All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. • The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. • After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material. CONTINGENCY PLAN If the POWTS falls and cannot be repaired the following measures have been, or must be taken, to provide a code compliant replacement system: ❑ A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will resultin the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at that time. ❑ A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. Ed The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation must be performed to locate a suitable replacement area. If no replacement area is available a holding tank may be installed as a last resort to replace the failed POWTS. ❑ Mound and at -grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. <<WARNING>> SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT.TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLER POWTS MAINTAINER ENamer.e NameI Phone ? ) 5_ — 1 D SEPTAGE SERVICING OPERATOR PUMPER LOCAL REGULATORY AUTHORITY Name 2 Ste. ; (. Name Bayfreld County Zoning Phone S ?.2_t1? Phone 715-373-6138 This document was drafted by the staffs of the Green Lake, Marquette and Waushara County Zoning and Sanitation agencies in compliance with chapter Comm 83.22(2)(b)(1)(d)&(f) arid'83.54(1), (2) & (3), Wisconsin Administrative Code. 10/30/25, 12:58 PM Novus-Wisconsin Access rev. 12.0206 Real Estate Bayfield County Property Listing Property Status: Current Today's Date: 10/30/2025 Created On: 3/15/2006 1:15:34 PM S Description Updated: 2/19/2015 as Ownership Updated: 2/19/2015 Tax ID: 19853 DAVID E & GRETCHEN M BROUCH NAPERVILLE IL PIN: 04-024-2-47-08-28-3 05-004-07000 Legacy PIN: 024107902000 i3iiting Address: Mailing Address: Map ID: DAVID. E & GRETCHEN M DAVID E & GRETCHEN M Municipality: (024) TOWN OF IRON RIVER BROUCH BROUCH STR: S28 T47N R08W 3719 CANDEUR DR 3719 CANDEUR DR Description: LOT 1 OF CSM #350 V.3 P.199 (LOCATED NAPERVILLE IL 60564 NAPERVILLE IL 60564 IN GOVT LOT 4) IN V.938 P.728 578G1 Recorded Acres: 1.050 i� Site Address * indicates Private Road Calculated Acres: 1.068 65350 COUNTY HWY H IRON. RIVER 54847 Lottery Claims: 0 First Dollar: Yes ® Property Assessment Updated: 8/19/2024 Zoning: (R-1) Residential -1 ESN: 118 2025 Assessment Detail Code Acres Land Imp. Tax Districts Updated: 3/15/2006 G1 -RESIDENTIAL 1.050 240,500 163,900 1 STATE 2 -Year Comparison 2024 2025 Change 04 COUNTY Land: 240,500 240,500 0.0% 024 TOWN OF IRON RIVER Improved: 163,900 163,900 0.0% 163297 SCHL-MAPLE Total: 404,400 404,400 0.0% 001700 TECHNICAL COLLEGE ' Recorded Documents Updated: 3/15/2006 Property History ® CONVERSION N/A Date Recorded: 358-15;561-318 © WARRANTY DEED RECEIVED Date Recorded: 2/21/2006 20068-505198. 938-728 NOV 032025 Bayfield Co. Planning and Zoning Agency https:llnovus.bayfieldcounty.wi.gov/access/master.asp?paprpld=19853 1/1 f „ SOIL TEST #> )i-�5D r�� Na1f D g 225 2 Wisconsin Department of Safety and Professional Services Page of Division of IndustryServices Bald Co. SOIL EVALUATION 2 RZF gA ,gency S Moa3S00 In accordance with SPS 385, Wis. Adm. Code eld County Bayfield Attach complete site plan on paper not less than 81/2 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. 04-024-2-47-08-28-3 05-004-07000 11 7 G 1.f Please print all information. Re ew Y Date _ Personal information you provide maybe used'.for secondary purposes (Privacy Law, S. 15.04f1)(m)).,V.3?, ( %� / .S Property Owner Property Location ❑ ✓❑ David Brouch Govt Lot 4 r % S 28 T 47 N R 08 E (or) W Property Owner's Mailing Address Site Address or CSM and Lot #: 3719 Candeur Dr 65350 County Hwy H City State I Zip Code I Phone Number ❑ City ❑ Village 0 Town I Nearest Road Naperville IL 160564 I 6302Y662 { Iron River County Hwy H NJ New Construction Use: Q Residentlal/ Numberof bedrooms 3 Code derived designflow rate 450 GPD J Replacement ❑ Public or commercial — Describe: Flood Plan elevation If applicable ft. Parent material Sandy. and Gravely Outwash General comments and recommendations: Rocky soils. Less then 60% rock. Suitable for conventional system gravity flow Boring # ❑Boring 90.6 — aPit Ground surface elev. ft. Depth to limiting factor in. /.elev. ft. I Soil Annlication Rate Horizon Depth In. Dominant Color Munsell Redox Description Cu. Az. Cont Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 •Eff#2 A 0-6 5YR 3/2 LS 0 -SG -VF mfr AS 3f 0.7 1.6 B 6-36: 5YR-4/4 S 0 -SG -VF dsh AS 3f 0.7 1.6 C 36-56 SYR 6/4 S 0 -SG -VF dsh AS - 0.7 1.6 D 56-104 7.5YR 8/4 S O=SG-VF ds - - 0.7 1.6 a Boring # ❑Boring 99.4 OPit Ground surface elev. ft. Depth to limiting factor In. / elev. ft. Soil Annilcatlon Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Fl2 Eff#1 'Eff#2 A 0-8 SYR 3/2 LS 0 -SG -VF mfr AS. 11 0.7 1.6 B 8-38 5YR 4/4 S 0 -SG -VF dsh AS - 0.7 1.6 C 38-57 5YR• 6/4 S O -SG -VF dsh AS - 0.7 1.6 D 57-102 7.5YR S. 0 -SG -VF ds - - 0.7 1.6 CST Name (Please Print) Signature T Number Tim Dykstra ��----W r7 -mil, 2N Address 10620 Eagle Lake Rd Iron River WI Date Evaluation Conducted !0/3D/ate" Telephone Number 715-209-5748 ' Effluent #1= BOD > 30 s 220 mg/L and TSS > 30 5150 mg/L ' Effluent #2 = BOD, 530 mg/Land TSS s 30 mg/L SBD-8330 (R04/21) -- uPage..?........of.?.._ ❑Bo ��15 ring_ [] $ Boring # Q Pit Ground surface elev. 91 � ft. �y Deftto limiting factor in. I eiev. ft. Planning and zoning Agency Snit Anniicatinn Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Cr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 Eff#1 'Eff#2 A 0-7 5YR 3/2 LS 0 -SG -VF mfr AS 31 -lm 0.7 1.6 B 7-37 5YR 4/4 S O -SG -VF dsh AS 3f 0.7 1.6 C 37-56 5YR 6/4 S O -SG -VF dsh AS - 0.7 1.6 D 56-104 7.5YR 8/4 S 0 -SG -VF ds - - 0.7 1.6 Boring # ❑ Boring ❑ Pit Ground surface eiev: ft. Depth to limiting factor In. / elev. ft. I Soil Anntication Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Cr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 'Eff#1 'Eff#2 aBoring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in./elev. ft. Soil Anotication Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Cr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 'Eff#1 •Eff#2 • Effluent #1 = BOD > 30 s 220 mg/L and TSS > 30 s 150 mg/L ` Effluent #2 = BOD, s 30 mg/L and TSS s 30 mglL N �'1 1 A\i(a1si _-_ _- ,•n -rte' .fib r_ 0 'flu -^''c� pro. T l.�li3/7S r.�r� `�='��' Cam} �'��{1• BAYFIELD COUNTY SANITARY PERMIT (#04)-25-155S STATE SANITARY PERMIT OWNER: DAVID E & GRETCHEN M BROUCH GOVT LOT: 4 LOT: 1 BLK: CSM: 350 V.3.P.199 1/4 1/4 SEC: 28, T 47 N, R 8 W TOWNSHIP: Iron River SOIL TEST: 141-25 NEW SYSTEM SYSTEM TYPE: Non -Pressurized In -Ground PLUMBER: GREG BROWN TRACY POOLER DATE: 11/18/2025 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: # MP699374 Condition: Properly Maintain System Per Recorded Agreement THIS PERMIT EXPIRES 11/18/2027 POST IN PLAIN VIEW MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION