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HomeMy WebLinkAbout25-2SI Request for Sanitary Inspection (24 Hrs. in Advance) Fax this form to Zoning Dept (24 Hrs.) prior to when you want an inspection — (715) 373-0114 If you do not have a fax and must email the inspection; you must email all staff members. Note fl Time Change fl Discrepancy fl Other Phone Number 715-413-0122 Plumber: Superior Plumbing & Mech. Inc. Fax Number Email Address Homeowner: Nathan Rondeau ed@superiorpmw.com Immediate Phone Number So Zoning Sanitary 25-2S Dept can call you right back (if needed) Permit #: Plumber's Choice Zoning Dept No Inspection(s) during this time Date: 8/28/2026 Tuesday (9:30 am - 12:15 pm) (Tracy) Plumber's Choice Dept Time: 1 . ank 4ing 1` Township: Cable Address # & Road Name: 43450 Big Brook Rd Cable, WI 54821 or Directions j N1� 17 To Site: Comments: Tank install Previous permit number: 10-17S ** Plumbers you must verify any change(s) by fax or email ** Notes from u/forms/sanitary/requestforinspection Zoning Dept (©4112104); ® June 2023 cE�mxra,tir �°R'wicrva��� Industry Services Division General Information Private Onsite Wastewater Treatment Systems ( POWTS) Inspection Report (Attach to Permit) NATHAN J RONDEAU ET AL 43450 BIG BROOK RD CABLE WI 54821 Tank Information TYPE MANUFACTURER CAPACITY Prop. Line Well Buildin2 Air Intake Road Septic Lv N/A Dosing N/A Aeration N/A Holding City U Village U Town of: sathack tnr CLk 3.o.Nt( (' County Sanitary Ile mit No: a5 -1 rump i blpnon mtormation Pump Manufacturer Pump Model Demand GPM Filter Manuf otµret,r` II !! Filter Model SZr TDH Lift Friction Loss Head Total Forcemain Length Dia Dist, To Well ulsoersal cell Intormation DIMENSIONS Width Length # of Cells SETBACK FROM Prop. Line Building Well OHWM Type of Cell Manufacturer: Model Number: Pretreatment Unit Manufacturer: Model Number: Elevation Data STATION BS HI FS ELEV Benchmark ti S /02.... Bldg. Sewer i` Tank Inlet Tank Outlet 7, J) y Dose Tank Inlet Dose Tank Bottom Lj gi 2. 2 Inst. Contour Header/ Manifold Distribution Pipe Infiltrative Surface S . q U ' Final Grade Doll Lover Depth Over Depth Over Depth of Seeded! Sodded Mulched Cell Center Cell Edges Topsoil 0 Yes 0 No 0 Yes 0 No CUMMtIN I s: pncivae coae aiscrepancies, persons present, etc.) Plan revision required? ❑ Yes (Jo ( Use other side for additional inform Lion. Date POWTS Inspectors Signature License Number RRnS]tn (P n'L911 AS Property Owner Information BAYFIELD COUNTY PLANNING & ZONING DEPARTMENT Telephone: (715) 373-6138 Fax: (715) 373-0114 e-mail: zoning(a bayfieldcounty.oro Web Site: www.bayfieldcountv.org/147 NATHAN J RONDEAU ET AL 43450 BIG BROOK RD CABLE WI 54821 Bayfield County Courthouse Post Office Box 58 117 East Fifth Street Washburn, WI 54891 As you know /`0 Lob e -t -1 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: Tank was pumped by: on at AM! PM Tank was crushed I removed and pipes disconnected by: On at TA / PM) the above -mentioned plumber contacted our office to conduct a pre -cover inspection as requi d under DSPS 383. One of the following applies: System was inspected and appears to meet all applicable code requirements. flSystem 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. Comments: Ulforms/sanitarypropertyowner-input April 2019 1/8/25, 8:45 AM Real Estate Tax Statement BAYFIELD COUNTY, WISCONSIN Printed: 1/8/2025 8:45:23 AM NATHAN] RONDEAU ET AL 43450 BIG BROOK RD CABLE WI 54821 STATEMENT RE RONDEAU ET AL, NATHAN] Tax ID: 9447 Legacy PIN: 012111001000 PIN: 04-012-2-43.08-14.4 01-000-04000 Property Description Site Address: 43450 BIG BROOK RD Municipality: TOWN OF CABLE Description: (Not for use on Legal Documents) NESE S14-T43N-R08W PAR IN NE SE IN V.1140 P.295 (LOTS 1 & 3 OF CSM V.2 P.253) SUBJ TO EASE 776 Document: 1140-295 2015R-558203 Acreage: 7.050 2024 Assessments Code Acres Land Impr. Totai G1 - RESIDENTIAL 1.000 5,000 28,400 33,400 G6 - PRODUCTIVE FOREST 6.050 11,500 0 11,500 Total Values: 7.050 16,500 28,400 44,900 Estimated Fair Market Value: 69,100 Ownership NATHAN) RONDEAU 43450 BIG BROOK RD CABLE WI 54821 JAMES W & CHERYL L RONDEAU PO BOX 443 CABLE WI 54821 TAX RECORDS - KEY TO CODES RE = Real Estate SA = Special Assessments PF = Private Forest LC = Lottery Credit SC = Special Charges MFLO = Managed Forest Land Open FD = First Dollar Credit DU = Delinquent Utilities MFLC = Managed Forest Land Closed NNN THERE ARE NO PRIOR DELINQUENT PAYMENTS DUE NNN Tax Due: 666.77 (31.95) (0.00) 634.82 0.00 0.00 0.00 0.00 0.00 0.00 634.82 Tax Paid: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Balance: 634.82 0.00 0.00 0.00 0.00 0.00 0.00 634.82 Pay your 2024 taxes to TOWN OF CABLE Treasurer thru January 31, 2025. Tax ID 9447 Total Due For 2024 Tax: 634.82 Tax ID 9447 Total Due if paid on or before the last day of: January, 2025 v 634.82 If paid after July 31 contact the County Treasurers Office or Print a new statement from www.bayfieldcounty.wi.gov y. 0.00 to this treasurer. Bayfleld County Treasurer JENNA GALLIGAN, PO BOX 397 WASHBURN WI 54891 Phone: (715) 373-6131 Credit Card Pay Site https:f/www.bayfieldcountibgov/151/Treasurer Pay 634.82 to this treasurer. TOWN OF CABLE BOBBI MCCAULEY PO BOX 476 CABLE WI 54821 https://novus.bayfieldcounty.wi.gov/access/master.asp 1/1 ....- ... 4833 Madison Yards Nm' Bayieid 03 �kSE?,id Madison. %\753705 SaniayPermit Numberllo Ilelilled by C.'o.) PS iii t P.O. Box 7302 Mndrsou, WI 53707 ill e 3 \ a S -O--/ V . 4e Tnnocrion\umber i i Sanitary Permit Application In accordance with SPS 353.211:1. tt'is. Adm. ('ode. submission of tins front to the appropnme gorenuoental "nil is to obtaining a s,mitary permit. Note; Application login; for state-owned POWTS. air ::ulimined to ProjecttyAddress (if different titan nailing address) required prior the Departueal of Safety- and Professional Services- Personal infornlallnlr yea, provide may be used In, secondary' Sal 1 Ie purposes In accordance viih the Privacy Law. s, 15-M(15m), Stats. I. Application Information — Please Print All Information Property Owner's Name 9447 Nathan Rondeau Property Owner's Mailing Address Property Lncatiun 43450 Big Brook Rd. Govl.Lut 1&3 NE ,;•sE gC1as,,, 14 T 49 N R 8 E or tt' City.StairZip Cable, WI Code 154821 Phone Number 303-906-4877 II. Type of Building (cheek all that apply) Lot = Subdivision Nagle �1 or 2 Family D"•ellina-Nunlherof8edro,+uls i f• --f 1 phublic/cormnrrnal- Oesrfihe Use Block a ,-._. _� ❑State Owned - Deralbe Use 'illage of ✓❑Town of Cable CSyf Number III. Type of POWPTS Permit: (Check either "New" or "Replucement" and other applicable on line A. Check one box an line B. Complete Hue C if licabie.)�-1,, A. New System eOtbe, t Upaeptacemem Syyam M Modification to E -fisting System \explain) ❑Addiliotal Pretreatment Linn (explain( ' ❑Holding Tank ❑ln-Gruoed Ic"nveaionall ❑at-Cirad.• I ❑Mound Individual Site Design ✓ Other Type texplaun ew Tank [-- ❑Renewal Dert're Expinnion ❑Revision ChangeofPlmnber ❑irm,srcr to New• Owner ist Previous Permit Number and Date Issued 10-17S - 4/29/10 Capacity is Total = uI nnunnauumr Tank lnfornlatian Inlluna Gallons Units s c \ere Taub. firi.uu,: Tam. — 2 ; 1 Srynie tar xatamg roar -1 b Q ( 7 Wieser Concrete ✓ 'IE neeap Clamber �—I IJ 0 V. Responsibility Statement- I, the uttden1Qaed. assume respmidblllty for Installatotn nine vows tai shown an inc aanraer, plan.. Plumber's Naar (Fri jilt 1'hunher's Sigwtt,re !IP/MFRS Nhnl ler Business phone \umber Edward B. Redinger 1 A.€_z4.- . 221939 f 715-292-6670 Pbunher s Address I Street. City. Slate. Zip Cutlet 1015 11th Ave. E. Ashland, 154806 yLeounLDepnrlineflt UceOnly hilt". Apprt+red ❑ Disapproved Permit 1),Ite Issued Issn ela5iurt !!.� / G bn•"er Cir•an Rrasnn roe uruht S•�LL l 74 S�� CaxC� Attach to eomillrx Peron Car ,hr %yaern and ,uhml, to the Conner only no ii lnrhe, In ire 7 STin.6398 (R. 02/23) 43t$O r>ICwAAA 3 Dt COIF . Owner(s) Name r'datkkl. \Cc oLJ `lac nnt.c tAavuey , P.6, A. of-oon-0400O Private Sewage System Maintenance Agreement L)3W5O 19i9 $rook Y2tl, Gabler WZ S f821 Agreement Dale (same as Notary Da i7I i0 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. NE 1/4 of SE 1/4 Section 14 Township 43 N. Range 8 W. Town of -AIDI e. Gov't Lot Lot 1jj, Block_ Subdivision CSM#A/ P. .153 Additional Legal Description: tl3LI. 1', dii S4b,.erF is Eo4n �j" 774, Type of Private rg (A) In -ground gravity ❑ (B) In -ground dosed Sewage System: ❑ (D) Mound ❑ (E) At -grade Sewage System PATRICIA A OLSON HAYFIELD COUNTY, WI REGISTER OF DEEDS 2010R-532439 04/30/2010 11:1OAM TF EXErGT 0: RECORDING FEE: 15.04 PAGES: 3 J Return To: (iay'�et4 Ca. 2o,uiTCd uja-,5k6LWyA , Wi J ii,7,j 51Y'{( ❑ (C) In -ground pressure distribution ❑ 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 Comm 83.55, 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 by law. The terms and conditions of the variance shall be binding upon and inure to the benefit of all current and future owners of such property. Owner(s) Name(s) — Ple se Print do �n M. kc(rour Subscribed and sworn to before me on this date: lrcnnie 2. 1-/AV'1/ey v'O,/}. oci ti%el 4n- Sdei/a /11 Kay -our "� �� n I �D Notarized Owner(s) - Signature(s) Notaryfublic J�� My CommissiorrEr r plies: T ti' n__ Drafted by: Je- - IS.LU mct r'1 V1039 P 40 U/Deb's Dala/Forms/SanitaryfSepticMaintenanceAgreement I' 2008 4" CAST -A -SEAL N Q WLP700/300-MR TANK SPECIFICATIONS I DIMENSIONS: a WALL: 2 1/2" 4" CAST -A -SEAL BOTTOM: 3" COVER: 5" -=--oz MANHOLE: 24" I.D. PRECAST CONCRETE RISER -- r1 - HEIGHT: 531/4" U II `t LENGTH: 8'-8" WIDTH: 7-2" m`L L � U BELOW INLET: 42" LI it. E LIQUID LEVEL• 36 1 o 'I oil I WEIGHT: BOTTOM 3.595 LBS. \ i COVER 3,195 LBS. a o o 10"x6" I I INLET AND OUTLET: FLOW Ll 7i FILTER OR 4" CAST —A —SEAL BOOT OR EQUAL GASKET J w s THRU li I Q a ~ BAFFLE INLET AND OUTLET BAFFLE AND FILTER: Yi o a WISCONSIN, SEE DETAIL #10 0 (OTHER STATES SEE CHART) W TOP VIEW LIQUID CAPACITY: 26.79 GAL/IN ljii� z D LOADING DESIGN: 8'-O" UNSATURATED SOIL S TANK CAN BE USED AS: SEPTIC / HOLDING N COVER: MIX DESIGN #8 (NO FIBER) o I TANK: MIX DESIGN #10 (STRUCTURAL FIBER) ₹ p 11� 2 03 CUSTOMIZED TANKS: W FOR CUSTOM TANKS CONTACT WIESER CONCRETE OUTLET t. 1 Q M Q FI d: Nm1 - I Z J �.... REVIEWED BY o REVIEW DATE 0 - DRAWINGS SUBMITTED SIDE VIEW FOR APPROVAL APPROVED BY: SHEET NO. "$ APPROVAL DATE: 1 ZZ OF OR EXCEED ASTM C-1227 REQUIREMENTS PRODUCTS NEEDED BY: / ) 113j" IIII yf�l"\ 5T -A -SEAL III 024" / III FILTER OR IIII N, BAFFLE IIII TOP VIEW `JI J 2}" I ; 41 i•1 SIDE VIEW 4" CAST -A -SEAL 4" VENT OUTLET i0 PUMP PAD TANKS ARE MANUFACTURED TO MEET OR EXCEED ASTM C-1227 REQUIREMENTS W840/500 -MR TANK SPECIFICATIONS DIMENSIONS: WALL: 2 1/2" BOTTOM: 3" COVER: 5" MANHOLE: 24" I.D. PRECAST CONCRETE RISER HEIGHT: 59 1/2" O.D. LENGTH: 113 3/48" O.D. WIDTH: 93" O.D. BELOW INLET: 48" O.D. LIQUID LEVEL' 43" WEIGHT: 11,150 LBS. INLET AND OUTLET: 4" CAST -A -SEAL BOOT OR EQUAL GASKET, CAST -A -SEAL BOOT OR EQUAL INLET AND OUTLET BAFFLE AND FILTER: WISCONSIN. SEE DETAIL #10 (OTHER STATES SEE CHART) UQUID CAPACITY: 19.61 GAL/IN (SEPTIC) 11.82 GAL/IN (PUMP) LOADING DESIGN: 8' 0" UNSATURATED SOIL 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 J '! < 1 i a. U DRAWINGS SUBMITTED FOR APPROVAL APPROVED BY: SHEET NO. APPROVAL DATE: 1 PRODUCTS NEEDED BY: /OF 1 PAGE 4 OF 4 In -ground Gravity Management Plan IMPORTANT: Uti. [ilj4 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; BODs 5 220 mgL-1; TSS 5150 mgL''; FOG ≤ 30 mgL"' Inspection Checklist INSPECT EVERY 3 YEARS o type of use t+ o age off system ' o nuisance factors (Le. 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: Superior Plumbing & Mech. Inc. 715-292-6670 Name of individual or company: p Phone: Local government unit: Bayfield Co. Zoning Local government unit address: 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. 117 5th St. E. Washburn, WI Phone: 715-373-6138 ZIP: 54891 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. 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 Pg 2 of 4 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 New Septic/pump tank connected to existing drain field Owner Name(s): Nathan Rondeau Owner Address: 43450 Big Brook Rd. Cable, WI Project Address: same Govt. Lot: 1&3 NE H1/4 of SE Township: Cable Project Parcel ID #: 9447 Phone: 303 906 4877 Zip: 54821 /4, Section 14 T43 N -R8 E ❑ or W ❑✓ County: Bayfield Designer Information Designer Name: Edward B. Redinger Designer Address: 1015 11th Ave.E. Ashland, WI E-mail: ed@superiorpmw.com License Number: 221939 Remarks: Existing home was removed - New home will have new tank Phone: 715 _292 _6670 Zip: 54806 This space reserved for approval stump. Signature: f% Date: 12/13/24 Original signature required on each subm ed copy. SUPERIOR PLUMBING MECHANICAL (715)278-3456 CST# 221939 Scale: 1" = 40' PIN: 9447 9,3#Acres Lot 1&3 NE SE S14 T43N R8W V.2 P.253 Town of Cable Bayfleld Co. ri" s0L LIC) Circe .� I / Mafn' 8140-S�. ml hkcsc �� Ifs Customer Name: Nathan Rondeau Adress: 43450 Big Brook Rd. Cable, WI 54821 Phone #: 303-906-4877 Email: I A Al owe'r: Idell4 C&tow PINS 04-ocz-t--t43-08- 14_y ol—ooD—otOD 'f' 505 a CD �[aS.nUiSW� 1&0 6— w(or:aw •il-r bdsx ITI dk4reeh �l ! ic'ekceA 'jcAe:n O W��uic{ q -`S (26) It O2 Go A sCccte j" 40' LwCLwell;K soil Tes&Atea. 0 Red 5lzecl ;.84' ± 8t1 A COO Toe a4slab SECorNer D.vdl.K� ekcr1 8c 101.0`l' 2 coo.31' 3 101.04' .(n s&k St1SI'cw eteU;' Z.S' -reAe(la ICI ca3Ucd 1-139co k�rec:k Cc�LJIe, wt sc(3? i CI) 74I$ -3_a.& 1 L.o- i, CsrO V.dZ, 0 :153 91' of NO, sE, S i4,7'v3a;P6 ahu:n u 4 Cr•.F Ie I�yFie1C� Ce,,�cL To Stack. Lo+ —> in c £:kCL ICJ 3t_ 'f-'29 u a INFILTRATOR CHAMBER CROSS-SECTION rz' u Cl PV CELLS) l 4>a oZ 3' X 5]I64 CELLS WITH 13 QUICK 4 CHAMBERS a a END CAP5 t(, CHAMBERS AT 20 SQ. FT. = 552.0 SQ. FT. SETS OF END CAPS @ 5.8 = /1.4- SQ. FT: TOTAL SO- fT.=S3/<(r - 4" APPROVED VENT CAP OR INSPECTION CAP/ PLUG Schematic of Single -Layer System USING INFILTRATOR QUICK 4 STANDARD CHAMBERS H -b Inli iraiCt CtacGM SYSTEM ELEV. R'7. S-' Y �' PAGE 4 OF 5 GRAVITY -DOSED SEPTIC / PUMP TANK SPECIFICATIONS (No Scale) d"0 Venl Pipe X1011 from Building 12" Mn. or 2.01t above Established Flood Elevation (typical) IMPORTANT: Anchor tank(s) as necessary pursuant to SPS 363.43(8)(g) Finished Grade CAPACITIES @ 11.82 gain Dimension Inches Gallons A 24 283.68 B 3 35.46 C 6 70.92 D 10 118.2 Total 43 508.26 y' 4 A [ti] *Pump Tank Liquid Level = 43 in —I Force Main Diameter =min Force Main Length = 90 Force Main Void Volume = 14.6 gal [C] Total Dose Volume (TDV) = 70.9 (<0.2X design now + force main void volume) Vertical Lift = 6 ft PUMP TANK: Volume = 500 gal Manufacturer: Electrical must comply with SPS 316 and NEC 300 Pump Extend manhole riser as necessary. roof Box Approved Loddng Manhole with Warning Label Attached (typical) 4" M. or 2.011 above Established Flood Elevallon (typical) light Seal Quick Disconnect 18" Mln. (typical, Weep ` Approved Joints with Hole Approved Pipe 3 11 onto Solid Ground (Iypicl) k. —Alarm _on PUMP -OFF _art ELEVATION = 89.9 ft Ia concrete INSIDE BOTTOM 139.1 Block ELEVATION = ft 3" Approved Bedding Material Beneath Tank gal/dose Pump Manufacturer: Goulds Pump Model: EP0411 F -120v (See attached pump curve.) Controls/Alarm Manufacturer. SJE Rhombus Controls/Alarm Model: Power Post Float switches containing mercury are prohibited. SEPTIC TANK(S): Total Volume = 840 gal Manufacturer(s): Wieser Concrete Install approved effluent filter at the septic tank outlet Immediately_ upstream of the pump tank inlet Filter Manufacturer. Orenco Filter Model: 8" Biotube / Existing I Wastewater FEET • 30 25 • 20 15 10 5 0 0 0 MODEL INFORMATION Order Minimum Float Cord Discharge Minimum Minimum Minimum Maximum Shipping Number HP Volts Amps Circuit Phase Switch Length Connection On Level Off Level Basin Solids Size Weight lbs.kg Breaker Style Diameter EP0411 Ping / No Switch Piggyback / 10 10' Manual Manual 20 / 9.1 EP0411A 12" 6" 21 /9.5 115 12 20 Wrtle-Angle EP0411F 4 Plug/ No Switch 20' Manual Manual 20/9.1 EP0411 AC 1 Piggyback/ Wide -Angle 20' 1% 12" 6" 15" Y4" 21/9.5 EP0412 230 6 10 PlSwitch u10' No Manual Manual 20/9.1 EP6412F Plug / No Switch 20' Manual Manual 20 / 9.1 EP0511F 115 13 20 Plug / No Switch 20' Manual Manual 22/10 F.P0511AC .5 Piggyback/ Wide -Angle 20' 12" 6' 23! 10.4 EP0S12F 230 6-5 10 Plug / No Switch 20' Manual Manual 22/10 ______[4- S GPM 2.5Ff 1U 20 .30 9U au I I 2 4 6 . 8 10 12 CAPACITY 5 GPM v PAGE 3 s nncsnn .. •%. Industry Services Division 4822 Madison rands Way County Bayfield B ENTERED Madison. WI 53705 Sanitary permit Number no be filled in by Co I - Box 7302 Madison. 53707 - e 4 4eTra action Number Sanitary Permit Application pt'. i 1; ht aceonlmee with SI'S 383.21124 Wis. Ada,. Code, submission of this luau to the appropriate gm'emmental unit Project Address (if different than mailing address t is re.puired prior to obtaining a smitary permit. Note: Application foots for stateouned PO\\TSaie subuutted to the Department of Safety and Professional Services. Personal information von provide may be used for secondary Same purposes in accordance with the Privacy Law. s. 15.04(1 tlm). Suits. I. Application Information — Please Print All Information Property (toner's N:mm Parcel: 9447 Nathan Rondeau progeny Owner's Mailing Address Property Location 43450 Big Brook Rd. (lati.Lot 1&3 !___•.. Sedio„ 14 T43 N R 8 tot \t• City. state Cable, WI I Zip Code phone 54821 303-906-4877 Number II. Type of Building (check all that apply) Lot c SuM4\tisiom Name al or 2 Family Dwelling - Number ofBedrwnts i Blocks �Psddic/L'osmneresal - De:vribe Use city of ❑State Owned - De>cnbe Use — ('Syf jvillrge of Number ❑✓ Town of Cable _ III. Type of PO\\TS Permit: (Check either "New" or "Replacement" and other applicable on line A. Check one box on line B. Complete line C• i a Bcable.)_ A. . a-ew System r--1 1 peepMremetn Syzlem L❑JIn-Ground outlier Modification to Existing. System (explain) Additional Pretreatment Unit Iexplainl B. []Holding Tank D4t•Gr+de O>Immd Individual Site Design ✓Other Type texp4unt lcouventimialn ew Tank C. Renewal Before ❑Revision lunge of Plumber ❑Tntnsler to New Owner to Previous Permit Nutuber a d Date Issued 10-17S - 4/29/10 Expiration W. Dls iersaVrrenlment Area and Tank Information: Design Flowigpdf Design Soil Application Rateigpd/sil I Dispersal Area Required (if) Dispersal Area Proposed (sf) I System Elevation NA 300 NA INA NA Capacity in Total a of Manufacturer r Tank hiior,naiiM Gallons Gallons UntIs . - . J xen TanksEo+mvTanksp Tanks sq,ac as Hotaiag Taul —16O I4O 1 Wieser Concrete ✓ D•.unF Cbnub.r V. Responsibility Statement- I, the undenlpned, auame responsibility for installation of the PO\{TS shown on the attached plans. Phunber's Name (Print) Plumber's signanue I DIP/MFRS Number Pusine>s Phone Number Edward B. Redinger 221939 1715-292-6670 Plnmher's Address I Slrcel, ('dy. Stale. Zip ('ode) 1015 11th Ave. E. Ashland 154806 eos4iJ3eparlment llse.Only D.ne Iss ed I 5) ) 24 Issn eats'attireC DisapprovedG IT 71KAppioved t viler (irven Reason rot Dea{al PProvnlJReasons for Disapproval 311Cax& SBD-6398 R. u3221 O R I G I N A L 1 Private Sewage System {345O 9 q eroolL KO., Maintenance Agreement >=c►ella 1Saro(.J $onni'e Fkavvey , Ro,A ..__......_.._....,... 012- z -43_o _ y_yC of -coo -04000 q3450 )3i5 Brook Pit, Cabe, cu'- Sgg21 Agreement Date (same as Notary Da 2-T110 rs 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 WI Adm. Code, as from time to time amended. NE 1/4 of 1/4 Section 14 Township 43 N. Range 8 w Town of Uo I a Gov't Lot Lot 1 3 Block_ Subdivision CSM# V.i1 R 0253 Additional Legal Description:U. 3&,1 , A di I , Subje rf is ≤e }- 774 Type of Private la (A) In -ground gravity 0 (B) In -ground dosed Sewage System: ❑ (D) Mound 0 (E) At -grade Sewage System PATRICIA A OLSON BAYFIELD COUNTY, WI REGISTER OF DEEDS 201 0R-532439 04/30/2010 11:10AN IF EIEIGT 1: I€U OINS FEE: 15.08 PS: 3 Return To: Meld COii V Wcukbw-„ 2024 ❑ (C) In -ground pressure ❑ 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 Comm 83.55, 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 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 by law. The terms and conditions of the variance shall be binding upon and inure to the benefit of all current and future owners of such orooertv. Owner(s) Name(s) — P�le� se Print Ldc/fa M. Kak-OW Subscribed and sworn to before me on this date: 8cnnic I. Harvey ao,4 • ova& At4cr .For Ide //eL M. /*o-otcr j5/_ �1 — /GI �f Notarized Owner(s) — Signature(s) Nota ublic IAW� e Ln �c4act a.M dtucT4 My Commission. ices: &U `/i. fur 03-/!v-/ Drafted by: J e -r rvca rnu3sot✓1 U/Deb'sData/FomrdSanitary/SepticMaintenanceAgreement V1039 P 40 2008 WLP700/300-MR TANK SPECIFICATIONS DIMENSIONS: a a WALL: 2 1/2" 4" CAST -A -SEAL 4" CAST -A -SEAL BOTTOM: 3" COVER: 5" �r-=—�z- - -� MANHOLE: 24" I.D. PRECAST CONCRETE RISER < II HEIGHT: 531/4" LENGTH: 8'-8" `\ WIDTH: 7•-2" LI �� lH I BELOW INLET: 42" E 0 1 \ UQUID LEVEL: 36 j I I o l l I WEIGHT: BOTTOM 3,595 LBS. � COVER 3,195 LBS. g '? T {` 10"z6" I I INLET AND OUTLET: m 0 o a FLOW Ll 4" CAST -A -SEAL BOOT OR EQUAL GASKET Gi ,;L THRU II -5/ _FILTER OR BAFFLE INLET AND OUTLET BAFFLE AND FILTER: 0 a o o c. WISCONSIN, SEE DETAIL #10 Liii (OTHER STATES SEE CHART) TOP MEW LIQUID CAPACITY: 26.79 GAL/IN = 'I LOADING DESIGN: 8•-0" UNSATURATED SOIL C v ro TANK CAN BE USED AS: SEPTIC / HOLDING N w COVER: MIX DESIGN #8 (NO FIBER) I a TANK: MIX DESIGN #10 (STRUCTURAL FIBER) 0 0 CUSTOMIZED TANKS: W ; FOR CUSTOM TANKS CONTACT WIESER CONCRETE � �. INLET - _LI _ a I ! L OUTLET U I r it' I� U I{ j Ij 1I JI 2Z" T J 4 _�! � _ REVIEWED -BY o v REVIEW DATE N N DRAWINGS SUBMITTED SIDE MEW FOR APPROVAL APPROVED BY: SHEET NO. 1 APPROVAL DATE: OF PRODUCTS NEEDED BY: / 1 TANKS ARE MANUFACTURED TO MEET OR EXCEED ASTM C-1227 REQUIREMENTS -- 113j" II II /4" CAST -A-SEAL" \` 4" CAST -A --SEAL —� , -VII 024 / I � J � 111 / FILTER OR III) BAFFLE IN TOP VIEW 4" VENT aLi I___ c __ OUTLET L �I I PUMP PAD SIDE VIEW I TANKS ARE MANUFACTURED TO MEET OR EXCEED ASTM C-1227 REQUIREMENTS W840/500 -MR TANK SPECIFICATIONS DIMENSIONS: WALL: 2 1/2" BOTTOM: 3" COVER: 5" MANHOLE: 24" I.D. PRECAST CONCRETE RISER HEIGHT: 59 1/2" 0.0. LENGTH: 113 3/48" 0.0. WIDTH: 93" O.D. BELOW INLET: 48" O.D. LIQUID LEVEL: 43" WEIGHT: 11,150 LBS. INLET AND OUTLET: 4" CAST -A -SEAL BOOT OR EQUAL GASKET, CAST -A -SEAL BOOT OR EQUAL INLET AND OUTLET BAFFLE AND FILTER: WISCONSIN. SEE DETAIL #10 (OTHER STATES SEE CHART) UQUID CAPACITY: 19.61 GAL/IN (SEPTIC) 11.82 GAL/IN (PUMP) LOADING DESIGN: 8' 0" UNSATURATED SOIL 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 DRAWINGS SUBMITTED FOR APPROVAL APPROVED BY: APPROVAL DATE: !PRODUCTS NEEDED BY: of air J w 4 z Q 00 a w En PAGE 4 OF 4 In -ground Gravity Management Plan IMPORTANT: DEL i i ZUZ4 LI 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; BODS 5 220 mgL-1; TSS 5150 mgL'1; FOG 5 30 mgL-' 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 / drop boxes) o neglect or improper use (Le., 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: Local government unit: Bayfield Co. Zon Superior Plumbing & Mech. Inc. Local government unit address: 117 5th St. E. Washburn, WI Phone: 715-292-6670 Phone: 715-373-6138 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. 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 Pg 2 of 4 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 New Septic/pump tank connected to existing drain field Owner Name(s): Nathan Rondeau Owner Address: 43450 Project Address: same Govt. Lot: 1&3 NE [ Township: Cable Project Parcel ID #: 9447 Brook Rd. Cable, WI Phone:303 £06 -4877 Zip: 54821 1/4 of SE 1-11/4, Section 14 , T43 N -R8 E county: Bayfield Designer Information Designer Name: Edward B. Redinger Designer Address: 1015 11th Ave.E. Ashland, WI E-mail: ed@superiorpmw.com License Number: 221939 Remarks: Existing home was removed - New home will have new tank or W Phone:715 -292 -6670 Zip: 54806 This 5pnC'c reserved Hr,y,hrsirdl siami'. Signature: it Date: 12/13/24 Original signature required on each subm' ed copy. Customer Name: Nathan Rondeau A Adress: 43450 Big Brook Rd. ' VI Cable, WI 54821 SUPERIOR PLUMBING MECHANICAL Phone #: 303-906-4877 (715) 278 - 3456 Email: CST# 221939 Scale: 1" = 40' PIN: 9447 5,31 Acres Lot 1&3 NE SE 514 T43N R8W V.2 P.253 Town of Cable Bayfield Co. JLL Ltd tci'rc. T,rrula.'t'c �,n� Aje,A.• lo„r. k d 8qs-560 l_ Paly I� k Sas V,I}xt tu fxf5�n� ��rfi owster:.delta '0.COW PzM 04-otz-Z-`F3-48- t4-4 Ot-oOD-OcfO0O ±S0S' © {�aSmuss� 7t e W�CYr-w�c ii I -a Wetl E 1 - TL 10oC3ht N/Cuick 4S (l_G) O2 ✓.c�e�Sl>l� 'so #� A sccje 1"y0' :ti dwell ,soil luf-Afe, 0 Red s(aed x.84' ± 8h ♦ too Toe of 51a6 SECoraer Dwcl(.K� ek-%r`1 Bt IOt.0-7 Z too.37' 3 tot.o4' ,c sc.js Syf'cw eleJ _ 9T.S' .TAzl IliRacLd N395u e1t5ac.kti w6'[&-i cl(s)-7-1S-3,L 1 Loy i, CS r V.:, P 35.3 Ph eF Me, SE, 5' 4,tv3�,Y5 b:, oL c,:t,jLc To St Lo+ 4i iLCt� 22 S Cc INFILTRATOR CHAMBER CROSS-SECTION CELL(S) -' a 1 3' X _____ CELLS WITH %a QUICK 4 CHAMBERS b 2 END CAPS CHAMBERS AT 20 SQ. FT. = !j -2.O SQ_ FT. .;Z SETS OF END CAPS @ S _ 8 = /1.4 SQ. TOTAL Sp. FT.=5 /.G FT: 4" APPROVED VENT CAP OR INSPECTION CAP/ PLUG 4" SCH 40 PVC PIPE FINAL GRAD: %G/C I Schematic of Sin I -1 : -I :n g e Cy -1 System USING INFILTRATOR QUICK 4 STANDARD CHAMBERS Hb Inripnicr C.`.r:ei SYS-E11 ELEV. 4'7.5' �PhGE- r-- PAGE 4 OF 5 GRAVITY -DOSED SEPTIC / PUMP TANK SPECIFICATIONS (No Scale) 40 Vent Pipe '10 II iron, Building Electrical must comply ,v4th 12.1.4n. or 2.0 it above SPS 316 and NEC 300 Established Flood Elevation Wealhe,prool Extend manhole riser as necessary. (typical) Approved JunctionBox IMPORTANT: Vent Cap Approved Locking Manhole with Warning Label Attached Anchor tank(s) as necessary / (typical) pursuant to SPS 383.43(8)(g) —conautl AMin. or 2.0 it above (/ Established Flood Elevation (typical) Aidighl Seal Finished Grade Quick p6conneci CAPACITIES @ 11.82 galAn 18' Min, (pi) Dimension Inches Gallons A 24 283.68 Weep - Approved B 3 35.46 Hole Joints with Approved Plpe 3 it onto C 6 70.92 A Solid Ground , D 10 118.2 II Alarm Total 43 508.26 s 6—O„ I I c1 PUMP -OFF * Pump Tank Liquid Level 43 = in I P° 'p 0_o1r ELEVATION = 89.9 ft Force Main Diameter = 2 in _______Concrete INSIDE BOTTOM 89.1 Block ELEVATION = ft Force Main Length = 90 ft 3" Approved Bedding Material Beneath Tank Force Main Void Volume = 14.6 gal [C] Total Dose Volume (TDV) = 70.9 gal/dose ( _ 0.2X design flow + force main void volume) Vertical Lift = 6 ft PUMP TANK: Volume = 500 gal Manufacturer: Wieser Concrete Pump Manufacturer: Goulds Pump Model: EP0411 F - 120y (See attached pump curve.) Controls/Alarm Manufacturer. SJE Rhombus Controls/Alarm Model: Power Post Float switches containing mercury are prohibited. SEPTIC TANK(S): Total Volume = 840 gal Manufacturer(s): Wieser Concrete Install approved effluent filter at the septic tank outlet Immediately upstream of the pump tank inlet. Filter Manufacturer Orenco Filter Model: 8" Biotube / Existing Wastewater 0 2 4 6 . 8 10 CAPACITY !-►_____j"4--SGPM� iU CU .3U 4U au MODEL INFORMATION Minimum Float I Minimum Maximum Shipping Order HP VoIts Amps Circuit Phase Switch Cord Discharge Minimum Minimum Basin Solids Weight Number Breaker Style Length Connection On Level Off Level Diameter Size Ibs.kg EP0411 Plug! No Switch 10 Manual Manual 20/9.1 EP0411A Piggyback / 10' 12" 6" 21/9.5 .4 115 12 20 1 Wide -Angle 1%' 15' X. EP041IF Plug/ No Switch 20' Manual Manual 20/9.1 EP0411 AC Piggyback! Wide -Angle 20' 12' 6" 21/9.5 EP0412 230 6 10 Plug! No Switch Manual Manual 20/9.1 EP0412F Plug / No Switch 20' Manual Manual 20/9.1 EP0SI1F .5 115 13 20 Plug / No Switch 20' Manual Manual 22/10 EP0S11AC Piggyback! Wide•Angle 20' 12" 6" 23!10.4 EP0S12F 230 6.5 10 Plug! No Switch 20' Manual Manual 22/10 .1 GPM 12 m3/h PAGE 3 1/8/25, 8:41 AM CarmodyT"' BAYFIELD COUNTY SANITARY PERMIT (#04)-25-2S STATE SANITARY PERMIT OWNER: NATHAN J RONDEAU GOVT LOT: LOT: 1 BLK: NE1/4 SE1/4 SEC:14,T43 N,R8W TOWNSHIP: Cable SOIL TEST: 24-10 OTHER MODIFICATION SYSTEM TYPE: Other (NEW TANK) PLUMBER: Edward B Redinger CECE RUDNICKI DATE: 1 7 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 #: 10-17S LICENSE: # 221939 Condition: System to meet all setbacks. Management Plan to Owner(s). Properly maintain system per recorded agreement. Adhere to State approval/conditions. THIS PERMIT EXPIRES 1/7/2027 POST IN PLAIN VIEW MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION I .1 https://www.carmodyinc.com/PermitApp/Permit_Sign.aspx?Print=l &permitappid=7431 1/2