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HomeMy WebLinkAbout26-122SI Department of Safety Services, County a✓ '" SS- oova & Professional Division Sanitary ernit tuber (to be filci led in by Co.) e Industry Services — bIa.a /I ` J 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 Project Address (if different 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 proyiie.5a far secondary I C14 G e f f i o 14 P 4 1� purposes in accordance with the Privacy Law, s. 15.04(l)(m), Stats. G"` - I.. of r 1 L Application Information — Please Print All Information Property Owner's Name O .y 026 AUG 1. LU 7 Parcel # A 'f het" o t1 - OOrI 2 Nu 04' 3a i o2 two Property Owner,'s Mailing Add ss , \\ Bayfield Co. and Zoning Agent' Property Location (0 D �t < A v F IV Planning Govt Lot jJW %, /.Section �O City, State I Zip Code Phone Number _aLe (6tuk mA 5$01) 1,11 -171-51q+s T (.� 1( N R 9 E or W II. Type of Building (check all that apply) Lot # O or 2 Family Dwelling - Number of Bedrooms 3 Subdivision Name Block # O Public/Commercial - Describe Use O City of ❑ State Owned -Describe Use ❑ Village of CSM Number ❑Town of Auf112S 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' ..applicable.) A. New System S y ❑ Replacement System ❑ Other Modification to Existing System (explain) ❑ Additional Pretreatment Unit (explain) B. D Holding Tank 9.ln-Ground ❑ At -Grade ❑ Mound ❑ Individual Site Design ❑ Other Type (explain) (conventional) C. J Renewal Before ❑ Revision ❑ Change of Plumber O Transfer to New Owner ist Previous Permit Number and Date Issued Expiration IV. Dis ersaVrreatment Area and Tank Information: Design Flow (gpd) 4I Design Soil Application Rate(gpd/so Dispersal Area Required (st) Dispersal Area Proposed (sf) System Elevation ,1 G�I3 4Y ar'�,K Capacity in Total # of Manufacturer - Tank Information Gallons Gallons Units Y U '� y 2 ` New Tanks Existing Tanks 0 i V n y ei A a i U Septic or fielding Tank IDuo 1Dp3 Dosing Chamber V. Responsibility Statement- 1, the undersigned, assume responsibility for installation of the POWTS s wn on the attached plans. Plu orr'Js Name (Print) Name Plumber's Sigmalur C 4PRS Number Pp Business Phone Number lit Q c--/I1rOz L Plumber's Address (Street, City, State, ZiCode) ff ' g q, �((ckov' Ouhberlarol w« �ti9Z�I - County/Department Use Only . Approved ❑ Disapproved Penn' Fee $ Da LI ued Issui Ag ign c j O Owner Given Reason for Denial 1� `f Conditions of Approval/Reasons for Disapproval SEQ. G a c,! -red - Attach to complete plans for the system and submit to the Counts onty on paper not less that 8 1/2 x It inches in size /v7° SBD-6398 (R. 03/22) SR-OQ\OOILs#TE1P Safe �essianai Services scons�n Department of ty�an D1 1sion of IndustryServices _ ,. r -f �i�'`'ll SOIL EVALUATION REPORT f e1ofa g _ In accordance with SPS 385, Wis. Adm. Code 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, scale or dimensions, north arrow, and location and distance to nearest road. County Bayfield Parcel I.D. T. 04-0042-44-09-30-4-02 390 793 00-12000 Please print all information. Personal Information you provide may be used for secondary u oses(Privacy Law, s. 15.04 1 m . Revie d b /f'?37,') Date I Property Owner Property Location ❑ Jason Roettger Govt. Lot NW %4 SE %4 830 T 44 N R 9 E (or) W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 660 Quixote Ave. N 2 2292 City State Zip Code Phone Number Lakeland MN 55043 6 ? 3 ❑ Village Town ❑ City ® Barnes Nearest Road Cranberry Lake Rd. ® New Construction Use: ® Residential! Numberof bedrooms 2 Code derived design flow rate 300 GPD ❑ Replacement ❑ Public or commercial — Describe: Parent material Flood Plan elevation if applicable ft. General comments and recommendations: Conventional system elevation 93.5 11 I Borin# ❑ Boring g L�J ® Pk Ground surface elev. 97.0 ft. Depth to limiting factor 101 in. Soil Annlication Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD1Ft2 *Eff#1 *Eff#2 1 0-3 1 Oyr 4/1 - Is osg dl cw 2f .7 1.6 2 3-18 10yr 5/4 - s osg dl gw 1f .7 1.6 3 18-101 10yr 7/4 - s osg dl - - .7 1.6 22 Boring # ❑ Boring Pit Ground surface elev. 96.6 ft. Depth to limiting factor 96 in. Soil Application 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 0-4 10yr 4/1 - Is osg dl cw 2f .7 1.6 2 4-19 10yr 5/4 - s osg dl gw if .7 1.6 3 19-96 1 Oyr 7/4 - s osg dl - - .7 16 : ,m..._a u.i , nnn �n s nnn ....n .,..4 ree an Ian ,.II * CfFFl.rdn#A7 flf n c 99n mnn and Tn < 1!n mnlr CST Name (Please Print) Signature ST Number Rick Brown 231251 Address I Date Evaluation Conducted Telephone Number PO Box 637 Spooner WI 54801 I 5/7/24 715-419-0739 i--: l'60nu19# ❑ Boring ® pit Ground surface elev. 95.9 ft. Depth to limiting factor 90 int tl (A Rnil Annlieafinn Rafe 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 0-3 10yr 4/1 - Is osg dl cw 2f .7 1.6 2 3-20 1 Oyr 5/4 - s osg dl gw 2f -lm .7 1.6 3 0 10yr 7/4 - s osg dl - - .7 1.6 ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. I Soil Anniication 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 r Boring # ❑ Boring r ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Anil Annlirafinn Rata 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 s 220 mg/L and TSS > 30 5150 mg/L * Effluent #2= BOD, > 30 s 220 mg/L and TSS > 30 5150 mg/L uJ U L CHECK BOX AS APPLICABLE. CHECK BOX AS APPLICABLE. SOIL EVALUATION Scale: 1"=40' 60 80 [:]SYSTEM PAGE 2 OF 4 0 SITE MAP PLOT PLAN PROJECT NAME: s DESIGN FLOW: 300 GPD (10 ft grid) 1 Q Roeftger Attach design flow calculations for commercial plans. PROJECT ADDRESS: Cranberry Lake Rd. Pipe Material / ASTM Standard (Tables 384.30-3 & 384.30-5) NSanitary Sewer.4 BM Symbol: + BM Elevation: 100 Force Maln: BM Description: Screw in oak tree Indicate north by IMPORTANT: Slope Gradient (%) Well Symbol (if applicable): O drawing an snow Show ground elevation contours at suitable intervals. of Tested Area: 3 on the approprite line. I 1b41L_//i N C � o 'ii / / // 9' 7, �O I L)on /tt -� s : 9, o al-)/ c' JJ c I3, 9�:� Na f 1 y L L PAGE 1 OF 4 koG 20 2026 Bayd ng A9 enc/ planning and 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 Pg 2 of 4 Pg 3 of 4 Pg 4 of 4 Attachments: Index & Cover Sheet Plot Plan Dispersal Area Cross -Section & Plan View Management Plan POWTS Application for Review Soil Evaluation Report & Site Map Project Name / Description Roettger Owner Name(s): Jason Roettger Phone: Owner Address: 660 Quixote Ave. N Lakeland MN Project Address: Cranberry Lake Rd. Govt. Lot: NW 1/4 of SE 1/4, Section 30 T44 N -R 9 E ❑ or W ❑✓ Zip: 55043 Township: Barnes County: Bayfield Project Parcel ID #: 04-004-2-44-09-30-4-02-000-12000 Designer Information Designer Name: Nate Anderson Phone: 715 416 -0222 Designer Address: e) c1 ( 2c'rd rill Zip: s"t18a 9 E-mail: (i Ys I X e- i` "'t . [c This space reserved for approval stamp. License Number: Vtn Z2 . 2r 1 Remarks: Signature: Date: Original signature required on each submitted copy. CHECK BOX AS APPLICABLE. C C' BOX AS APPDCABLE. fl SOIL EVALUATION Scale: ao 60 ao 40' [SYSTEM PAGE 2 OF 0 SITE MAP PLOT PLAN +n� PROJECT NAME: fo, DESIGN FLOW: GPO M1 ot413+1� Attach design flow Calculations for commercial plans. PROJECT ADDRESS: t f tAbri I G ki y' c> o j* Pipe Material I ASTMS afd (Tables 384.30.3 & 384.31}5) h /©0 Sanitary Sewer. / BM SY ymbol: SM Elevation: rr Force Main: / BMDescrlptlon: xli 5) rv1 0At �tfi Indicate north by IMPORTANT: Slope Gradient (°h) Well Symbol (It applicable): 0 drawing an arrow Show ground elevation contours at suitable intervals. of Tested Area: on the approprite line. IN -GROUND GRAVITY DISPERSAL AREA Uniform Elevation Trenches with Quick4 Standard -W Chambers 3 -ft Trench (down -sizing credit) fijfffl SOIL COVER 2" min. trench depth (typical) min. 12" (typical) System Elevation = 93.5 (typical) Septic Tank(s) Manufacturer. Wieser Septic Tank(s) Volume(s): /00(> gal gal gal gal Effluent Filter Manufacturer. Polvlock Effluent Filter Model #: PL -525 v TYPICAL TRENCH 5T GO Ri CROSS SECTION VIEW NIll (No Scale) o Z Provide minimum 3 It c rn rn ft separation between trenches. 3 v Q Quick4 Standard -W w/End Cap (Show location of inlet / outlet pipe connection on plan view.) (typical) r------------j--------�f---- B= 10if ft (typical) INSTALL PER TRENCH: �� Quick4 Std -W @ 20 ff EISA/chamber = 12O ft' + 1 Pairs of end caps @6 ft= EISA/pair = 6.0 ft2 = Proposed EISA per trench = ?2C' ft' Observation Pipe (typical) Install per manufacturers / instructions. TYPICAL TRENCH PLAN VIEW (No Scale) IA=3.0ft (typical) "—Quick4 Standard -W Chamber (typical) (mid by Infiltrator Systems, Inc.) Instal pursuant to manufacturer's instructions. Required Infiltration Area = _______ ft2 Distribution Method: x 2 trenches = Proposed Total EISA = ' (O "L ft2 branched manifold C) m O 7 a PAGE 4 OF 4 In -ground Gravity Management Plan 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 = 9 gpd; BOD5 S 220 mgL''; TSS S 150 mgL"'.•- .-eFOl mgL"' Zti.tl Inspection Checklist INSPECT EVERY 3 YEARS o type of use AUG 202026 o age of system o nuisance factors (i.e. odors, user complaints, etc.) Bayfield Co. o mechanical malfunction (i.e., pumps, valves, switches, floats, etc.) planning and Zoning Agency 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 / 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 (Le., 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. 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: Mr. Billy Phone: 715-395-4000 Local government unit: Bayfield County Zoning Phone: 715-395-1380 Local government unit address: P.O. Box 878 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. WLP1000-MR TANK SPECIFICATIONS 4" CAST - C U Lu INLET -i---N 1 N D a ��r 2j" t R.1 DIMENSIONS: WALL: 2 1/2" 4" CAST -A -SEAL BOTTOM: 3" COVER: 5" MANHOLE: 24" I.D. PRECAST CONCRETE RISER HEIGHT: 53 1/4" LENGTH: 8'-B" WIDTH: 7'-2" BELOW INLET: 42" LIQUID LEVEL' 36" WEIGHT: 6,790 LBS. INLET AND OUTLET: 4" CAST -A -SEAL BOOT OR EQUAL GASKET INLET AND OUTLET BAFFLE AND FILTER: WISCONSIN, SEE DETAIL #10 cD (OTHER STATES SEE CHART) N w a LIQUID CAPACITY: 27.83 GAL/IN — HOLDING TANK: ;, OUTLET HOLE PLUGGED FYl CD m ACTUAL CAPACITY: 1,085 GALLONS _ LOADING DESIGN: 8'—D" UNSATURATED SOIL TANK CAN BE USED AS: SEPTIC / HOLDING / PUMP OR SIPHON COVER: MIX DESIGN #8 (NO FIBER) TANK: MIX DESIGN #10 (STRUCTURAL FIBER) _ OUTLET to I U e J� J PUMP PAD CUSTOMIZED TANKS: FOR CUSTOM TANKS CONTACT WIESER CONCRETE REVIEWED BY REVIEW DATE DRAWINGS SUBMITTED FOR APPROVAL APPROVED BY: APPROVAL DATE: PRODUCTS NEEDED BY: A W In W C Utn 0 tn Da00 Cflpw I s M O I aD W_ CD J 0_ � z 0a 0-O U F w N iZ OF '1 Tracy Pooler From: Tracy Pooler Sent: Thursday, December 19, 2024 10:38 AM To: Jason Roettger Subject: RE: 47310 cranberry lake rd - tax 39078 - Land Use Permit and septic status Jason, Thanks for the update, I will be out for a couple weeks during the Holidays and wanted to make sure I did not leave something hanging here. Tracy From: Jason Roettger <roettgerj@outlook.com> Sent: Thursday, December 19, 2024 9:59 AM To: Tracy Pooler <tracy.pooler@bayfieldcounty.wi.gov> Subject: Re: 47310 cranberry lake rd - tax 39078 - Land Use Permit and septic status Hi Tracy. Yes I'm working out the details. Unfortunately I've been working on the east coast for the last few months and haven't been able too get everything squared awayyet. I'll work on it over the holidays and get back to you. Sorry for the delay. Jason On Dec 19, 2024, at 9:59 AM, Tracy Pooler <tracy. ooler bayfieldcounty.wi.gov> wrote: Jason & Kari, Our notes indicate that this project was paused because of a potential want to change from a 2 bedroom to a 3 bedroom home design. What are the current plans for this site? Tracy Pooler - AZA Planning and Zoning Department 117 E 5th Street, PO Box 58 Washburn, WI 54891 Phone: 715-373-3512 Fax: 715-373-0114 Email: tracy,poolerCalbayuieldcoun .wi.gov Private Sewage System Maintenance Agreement Owner(s) Name Rso J a Owner(s) Mailing Address ,E,O Qu, air- o 43 Site Address y?3f0 N QY 46geeD o* W t 5 g's' Tax ID # 39a7S As owner, I (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 WI Adm. Code, as from time to time amended. (COMPLETE Legal is required) N (i% 1/4 of s E 1/4 Section 3(D Township N. Range Additional Legal Description: Town of /ksCAl r —S (Acreage) '7. Z 9 Gov't Lot Lot Block Subdivision Lot CSM # Z'29'Vol. a Page .if3 CSM Doc # LL�3 5" S3Z Return To: DOCUMENT NUMBER 2024R-603915 DANIEL J. HEFFNER REGISTER OF DEEDS BAYFIELD COUNTY, WI RECORDED 07/10/2024 AT 2:52 PM RECORDING FEE: $30.00 PAGES: 1 Recording Area Planning and Zoning Department r 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 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 manufacturer's specifications. Filter maintenance reports shall be submitted to the County as required by SPS 383.55. Wis. Admin. Code. Private Sewaae 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-orade. 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 proN i J The terms and conditions of the agreement shall be binding upon and inure to the benefit of all current and future owners of such Owner(s) Name(s) — Please Print Subscribed and sworn to before me on this date: z A � LQ1 ILN V W1 1=1 %Zq - 0191 WWI C�7 Drafted by: Date: G -f y"Zcf 3 5 a ultormslsanitary/septicmaintenceagreement Revised July 2020 Bayfield County Register of Deeds Document #2024R-603915 Page 1 of 1 Subtotal $50.00 Total $50.00 Total Paid $0.00 Transaction #: SR-00106-31EBE Payment Method: Resolved 3 Comments Trent Wiesner 781 (Jays ago CK ATTACHED (#30140]($450.001 - INCLUDES SANITARY APP ® Molly Larson 36 minutes ago ck #30140 - unknown location knit o:.:lmm ® Molly Larson 35 minutes ago CK 1066 $50 reed. Unable to print receipt. Edit 0elatr. R & B INVESTMENTS 79-7122/2918 1066 D/B/A RICKS PLUMBING NATHAN, VALERIE OR EMME ANDERSON 891 BERDAN ST. DATE _. CUMBERLAND, WI 54829 0 ® PAXTO 1'dd UWS 1 $ cJ tJ OF /IJ/ kct n6•d� DOLLARS CUMBERLAND I ^'FEEDERALRANK /firj1� ,,� J//,J' MEMO R!' e' S C 1 I (%rl 4'74&—' eP ':2&a$226': 9 100 3 41117[1'0 10 6 6 Loots Foe,Mu0.0LRRRWa rEJIDR!u No uwxa The5tuei1veouAAENdo HEAT.flAC1WIlNE.l• ox flOt HAYFIELD Property Owner: ROETTGER,KARI D 660 QUIXOTE AVE N LAKELAND, MN 55043 ROETTGER, JASON K 660 QUIXOTE AVE N LAKELAND, MN 55043 Bayfield County Planning & Zoning Department 117 E 5th Street P.O. Box 58 Washburn, WI 54891 Phone: 715-373-6138 Fax: 715-373-0114 Description Private Sewage System (Septic Tanks) Submission Number: SS -00821 Transaction Number: SS-00821-4CA88 /_e,.I., $400.00 Total: $400.00 Payment Amount: $400.00 Reference: 1064 Paid by: R&B Investments, 891 Berdan St, Cumberland WI 54829 Payment Type: Check Transaction Date: 9/1/2026 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit. BAYFIELD COUNTY SANITARY PERMIT (#04)-26-122S STATE SANITARY PERMIT OWNER: JASON K & KARI D ROETTGER G OV'T LOT: LOT: 2 B LK: NW1/4 /4 SE1/4 /4 SEC: 30, T 44 N, R 09 W TOWNSHIP: Barnes SOIL TEST: 127-26 NEW SYSTEM SYSTEM TYPE: Non -Pressurized In -Ground PLUMBER: NATE ANDERSON TRACY POOLER DATE: 9/1/2026 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: # MP225209 Condition: Properly Maintain System Per Recorded Agreement THIS PERMIT EXPIRES 9/1/2028 POST IN PLAIN VIEW MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION