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HomeMy WebLinkAbout24-52SRequest 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 Plumber: C -c � �J� w Fax Number Homeowner: 1-.} e a Email Address Immediate Phone Number So Zoning Sanitary Permit #: _ — S r 5 Dept can call you right back (if needed) Plumber's Choice Zoning Dept Date: a No Inspection(s) during this time Tuesday (9:30 am - 12:15 pm) (Tracy) Time: Plumber's Choice Zo Dept 2 p wL a� Township: rD CA c Address # & Road Name: Gj / 3S L- L6 L ki P tcf or lA p lam, w q g 9 Directions To Site: Comments: ** Plumbers you must verify any change(s) by fax or email ** Notes from Wforms/sanitary/requestforinspection Zoning Dept (©4/12104); O June 2023 �3gEV'MTMpy�,9n p Private Onsite Wastewater Treatment bps Systems ( POWTS) Inspection Report (Attach to Permit) WILLIAM & KIMBERLY HECHE IXP0SeS I Privacy Law, s. 15.04 (1)(m) 10910 S LONG LAKE RD City Village Town of: IRON RIVER WI 54847 Tank Information TYPE MANUFACTURER' CAPACITY Prop. Line Well Building Air Intake Road Septic N/A Dosing N/A Aeration N/A Holding setback to: Pump / Siphon Information Pump Manufacturer Pump Model Demand GPM Filter Manufacturer Filter Model TDH Lift Friction Loss Head Total Forcemain Length Dia Dist, To Well Dispersal Cell Information DIMENSIONS I Width Leg #ofCells_ SETBACK FROM Pro . Line Building Well I OHWM Type of Cell 9,,/%fc Manufacturer: Model Number: Pretreatment Unit Manufacturer: Model Number: Distribution System Elevation Data STATION BS HI FS ELEV Benchmark A Bldg. Sewer Tank Inlet QQ Tank Outlet P�. 9 Dose Tank Inlet Dose Tank Bottom Inst. Contour Header / Manifold Distribution Pipe Infiltrative Surface Final Grade X Pressure Systems Only Header / Manifold I DistributiopX 3 Hole Size X Hole Observation Pipes Length _ Dia Length p Dia Spec Spacing ❑ Yes ❑ No Snil Cnver Depth Over Depth Over Depth of Seeded / Sodded Mulched Cell Center Cell Edges Topsoil 0 Yes ❑ No ❑ Yes 0 No COMM NTS: (Include code discrepancies,persons present, etc.) 4 %a/4v (y'raal/ A W wl-,Ps�l.�a - C/4..+fur5101 �lr dJ, i �t/;..v5l u'//se ,� 7�YuH le —M4n aw4el oYr 44s�✓P c`y .o fit// c�r7�ac Cdr of j ,� .;►,�r u a//Q.e Ab /Dyer q mil- �s,c' 4 hm r f 3gldeg - 9Qed �k a iii Phan revision required? 0 Yesy10 I y Use other side for additional information. Date POWTS Inspector's Signature License Number r Ptn-F:71n IP nVr911 BAYFIELD COUNTY PLANNING & ZONING DEPARTMENT Telephone: (715) 373-6138 Fax: (715) 373-0114 e-mail: zoning(dbaVfieldcounty.wi.gov Web Site: www.bayfieldcountv.Wi.c*0V/I47 Property Owner WILLIAM & KIMBERLY HECHE Information _ 10910 S LONG LAKE RD IRON RIVER WI 54847 Bayfield County Courthouse Post Office Box 58 117 East Fifth Street Washburn, WI 54891 As you know 9' 2 /vwN was contracted by you to install a private onsite wastewater treat ent system on your property described as: Notes: Abandonment of Old System to meet all applicable code requirements: .I C C. Tank was pumped by: .• Tank was crushed I removed and pipes disconnected by: on at AM/PM On at ____ (AM (t a above -mentioned plumber contacted our office to conduct a 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. Comments: W formslsanitarypropetlyowner-input April 219 Carol >>. Safety and Buildings Division 201 W. Washington Ave., P.O. Box " G Sanitary Pr"" umber to 6c tilled in by Co.) 7162 Madison, WI 53707-7162 Sanitary. Permit Application State Transaction Number in accordance wilh SPS 383.21(2), Wis. Adtn. Code, submission of this form to ale appropriate govemmcntal unit is required prior to obtaining a sanitary permit Note: Application forms for mate -owned POWTS arc submitted to the Department of Safety and PNfessional Seniet Personal information you provide nsy be used for secondary project Address (if different than mailing address) u uses in acoordancc with the Privacy Law. s.15.091 (m), State N L A calinnlnformaiion-Please Print ARlnformahoa Pmpemy Dmer'sNanrc �' .. i IB o/- nay- 217-'O3 rmPcny Owner's Mailing Address n w - f) .-2, .r t ue Property Location z ay 1 Govt Lot_ y+.'/., 0a. City. Sonic Zip Code PhoneNtmbcr t — T. O S 7J q i5 n Section_ c ant q-7 uriEor& T.�—N: R ft. TypenfBUDdlng-(che kiu laatnppiy). /j Lot# Kor 2 Family Dwelling -Number of Bedrooms 3 rooms ' Subdivision Name Block# O PublidCunnncreial -Describe Use 11 City. of ❑Statc0wned—Describeuse CSMNumber ❑ Villageof %7'awm of tf`O bl P 1 IxU- IlL Type -of Permit: (Checkonly-onc box on-line A. Complete line-Bifapplimble) A pan' System O Replacement System ❑ TmatmentMolding Tank Replacement Only ❑ Other Modification to Existing System (explain) -8. ❑ PerrnlrRenmvnl ❑ Permit Revision "OChangeofPlumber OPermtrTmnsfertoNew Linpmvioas PemtitNtunbernndDmclsstwd Before Expiration Owner Type orPO'WTSS-stem/Com onent/Device: -Check an that apply) 1IpV. ).Nan -Pressurized In -Ground ❑ Pressvrizcd In -Ground ❑ At -Grade ❑ Mound ≥ 24 in. of suitable soil 0 Mound <24 in. ofsuilable soil ❑Molding Tank ❑ Other Dispersal Component (explain) O PrGrcntmcnt Device (explain)_________________________ V. B1s a -reatosast Area lnformalion: Design Flot� Design S�Application Uapdsf) Dispersal Am ui (so Dispersal Am Proposed (s System Elevation VI. Tank Info Capacity in Total g of Manufacturer Gallons Gallons. Units .5 I New Teal. Exiaing Tanks .e ti y FiII i ri rn a y 'ru t7 d SilaWing Tani: 1.tV ov yy.C.. Dosing ng Cbzmhm __ VU. Responsibility Statement —I, tlt.adersigned, assme resp iiityfor Installation of the POWTS shown an the attached plans. Plumbcr'sNome (Print) Plu s ' n MP/MPIt5 Number Rosiness Phone Number r°� ',s 7!s-ao-o Plumhm'a I ness (Suvvy City, Slate. Code) l3 n IA— ,- s VIII. CoantylDc art men Use On) XAPpmv isopproved P 'D ed� -LsvtingA t'Sf 5 ❑D er Given Resonfar Denial Conditions of Ap rovalReasons for Disapproval Amachtern pimeplamdvcte rysmm.mt mbmi4t.thecnnnkaaMnaa.,.t..u......n...�—.. _.. . SUD-6348 (R. frnl1) '--K sconsin Department of Safetyand Professional Services \ WiDivision of Indust Services II II P= j SOIL EVALUATION REPORT. In accordance with SPS 385, Wis. Adm. Code Attach complete site plan on paper not less than 8 1/2 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. Please print all information. asonal information you provide may be used for secondary purposes (Privacy Law. s. 15.04(1)(m)). 12 MA'( : 4 L 1L4 v Page of Parcel I.D. 04-024.2-47-08-02-1 00-212-11100 Reviewed by I Date Property Owner Property Location LJ L•J BiII+Kim Heche Govt. Lot ' % S 02 T 47 N R 08 E (or) W Property Owner's Mailing Address Site Address or CSM and Lot #: 10910 S Long Lake Rd 69635 E Long Lake Rd City State Zip Code Phone Number ❑ City ❑ Village ❑� Town Nearest Road Iron River WI 54847 715-410-66 Iron River E Long Lake Rd 07 New Construction Use: ❑� Residential/ Numberof bedrooms 3 Code derived designflow rate 450 GPD JI Replacement ❑ Public or commercial —Describe: Flood Plan elevation if applicable ft. Parent material Outwash Sands General comments and recommendations: Site Suitable for Conventional System with Gravity feed I Boring # ❑Boring Pit 95.58 Ground surface elev. ft. Depth to limiting factor in. / elev. ft. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft' Eff#1 •Eff#2 A 0-3 5YR 2.5/1 LS 0-sg-f dl aw 2f -2m 0.7 1.6 B 3-18 5YR 4/6 S 0-sg-f ds cw 2f -2m 0.7 1.6 C 18-96 5YR 5/6 S 0-sg-f ds - - 0.7 1.6 2 Boring# Boring 1 00 _ *Pit Ground surface elev. ft. Depth to limiting factorin. / elev. ft. 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 A 0-4 5YR 2.5/1 LS 0-sg-f dl aw 2f -2m 0.7 1.6 B 4-27 5YR 4/6 S 0-sg-f ds cw 2f -2m 0.7 1.6 C 27-98 5YR 5/6 S 0-sg-f ds - - 0.7 1.6 CST Name (Please Print) I Signature CST Number Tim Dykstra I7 1213855 Address Date Evaluation Conducted I Telephone Number 10620 Eagle Lake Rd Iron River WI 7/28/2023 715-209-5748 ` Effluent #1 = BOD > 30S 220 mg/L and TSS > 30:r 150 mg/L • Effluent #2 = BOD, 5 30 mg/L and TSS 5 30 mg/L SBD-8330 (R04/21) Page 2 of? Boring # ❑ Boring 9775 • Pit Ground surface elev. ft. Depth to limiting factor in. I elev. ft. MAY 1 4 ZUY/i Soil Application 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 0-6 5YR 2.5/1 LS 0-sg-f dl aw 2f -2m 0.7 1.6 B 6-30 5YR 4/6 S 0-sg-f ds cw 2f -2m 0.7 1.6 C 30-100 5YR 5/6 S 0-sg-f ds - - 0.7 1.6 ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factorin. / elev. ft. Soil Application 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 ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. / elev. ft. I SoilAnnl 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 > 30s 150 mg/L * Effluent #2 = BOD, 5 30 mg/L and TSS s 30 mg/L PAGE 1 OF 4 BGUI SUE D MAY 142024 PRIVATE SEWAGE SYSTEM PLAN INDEX Zoning Dept. I I Town: Town of Iron River Owner's Name: William & Kimberly Heche County: Bayfield County 69635 E Long Lake Road, WI 54847 Parcel ID: Legal Description: 04-024-2-47-0802-1 00212-11100 S02-T47N-R08W Page Number CONTENTS 1 of 4 PLAN INDEX 2 of 4 SYSTEM PLOT PLAN 3 of 4 DISPERSAL AREA X -SECTION & PLAN VIEW 4 of 4 MANAGEMENT PLAN Attachments: SOIL EVALUATION REPORT For Office Use Only COMPONENT MANUAL NO.: Version 2.0, SBD-10705-P (N.01/01) I, the undersigned, hereby certify that the plans and specifications submitted herewith were prepared under my direction and control Greg Brown Greg's Plumbing, LLC. 13660 County Hwy H Iron River, WI 54847 715-209-0161 License No:AftP 1 '99 J77 SITE MAP _ William & Kimberly Heche Scale: 1"=20' LL 0 20 40 60 o a Property _ _ N N Co N 69635 E Long Lake Road — — — — ?pprox_P/L _ _ Q = Iron River, WI 54847 a m PIN#: 04-024-2-47-08-02-1 00-212-11100 Co \ o o) S02-T47N-R08W 9O1O slope a` Town of Iron River, Bayvield County LONG LAKE Install 2 trenches with 16 "Quick -4 Standard" gravelles chambers per trench. (mfd by Infiltrator Water Technologies) I I Il System Elevation @ 96.50' BM=100.00 (screw in 10" - dbh pine) I B1 VO-4 Inlet I Invert = 97.171 — (typical) to 6 Deck B2 Proposed 00.0 I 3 BR House Mi. 6uiltlng Sewer Invert at house foundation = 98.30' ST Inlet Invert = 40 PVC veyance Pipe (typical) E Long Lake Road WLP 1000 -MR Septic Tank — (mfd by Wieser Concrete) 0- Install a Model 3014-525 — effluent filter at septic tank outlet o (mtd by PolyLok Inc) Well O PAGE 3 OF 4 DISPERSAL TRENCH u�u MAY 1 4 2024 Li CROSS-SECTION VIEW SCHEMATIC Bayfield Co. Zoning Dept. (No Scale) SOIL COVER FINISHED GRADE min. 12" (typical) Geotextile Cover 36" min. trench 12" a $dparation distance Endcap min. trench (typical) Inlet Invert depth 6 ,> :. = 97.17 (typical) • (typical) )- seI' ' ' h Standard Quick -4 +Chamber. (tyP'cel) °' -. (mfd by Infiltrator Systems, Inc.) (typical • ' System Elevationpia)) = 96.50' (typical) �: • Install pursuant to manufacturers instmcticns. Required Dispersal Area = (450 gpd) / (0.7 gpd/sq-ft) = 643 sq-ft EISA = (16 chmbrs/trnch x 2 trnch x 20 sq-ft/unit) + 5.8 sq-Vend cap pair x 2 p = 651. q -ft DISPERSAL TRENCH PLAN VIEW SCHEMATIC (No Scale) Standard Quick -4 + Chamber 3.0 ft End Cap 40 PVC (mfd by Infiltrator Systems, Inc.) (typical) (typical) Conveyance Pipe 3.0 ft (typical) (typical) o System Elevation = 96.50 ft (tvoical) Observation—/ I 67.0 ft I ) Pipe (typical) Endcap (typical) Inlet Invert = 97.17 (typical) S S. a 03 in WLP1000-MR TANK SPECIFICATIONS DIMENSIONS: WALL: 2 1/2" BOTTOM: SEPTIC 3" HOLDING 5" (ADD 1,300 LB.) COVER: 4" HEIGHT: DOME COVER BI' OTD CONCRETE RISER FLAT COVER 53 1/4" O.D. 4' CAST -A -SEAL LENGTH: 104" O.D. WIDTH: 86" 0.8. BELOW INLET., 42" O.D. LIQUID LEVEL: 36" WEIGHT: 6,790 LBS. INLET AND OUTLET: 4" CAST -A -SEAL BOQT OR EQUAL GASKET, CAB T-AAF-SEAL BOOT OR EQUAL INLET AND OUTLET JE N 0D FILTER: WISCONSIN, SEE DETAILIO (OTHER STATES SEE CHART) UQUID CAPACITY: 27.83 CAL/IN TOP VIEW HOLDING TANK: OUTLET HOLE PLUGGED L orzv-s, Ct4m %1 rntsgr-S per Code ACTUAL CAPACITY: 1,085 GALLONS / Po (y I O Lc_ S2S T , j f<+r- LOADING DESIGN: 8' 0" `UNSATURATED SOIL MANUFACTURED TO MN TANKS: WLL HAVE ONE VENT OVER OUTLET OPTIONAL FLAT COVER AND WILL HAVE TWO VENTS IN COVER OVER 14 -IS AVAILABLE FOR EXCHANGE FOR DOME COVER. TANK CAN BE USED ASI SEPTIC/ HOLDING/ PUMP OR SIPHON COVER: MIX DESIGN 48 NO FIBER) TANK: MIX DESIGN #10 (STRUCIUITAL FIBER) UTLET CUSTOMIZED TANKS: FOR CUSTOM TANKS CONTACT WIESER CONCRETE &� d• � a n I 7'O78y:�7: ' 10 PUMP PAD Gy CUSTOMER:30IDF W W DATEAPPRAPPRO rr no rycrrn ASTU C-1227 REQUIREMENTS __ Tracy Pooler From: Greg Brown <gregbrownplumbing@gmail.com> Sent: Friday, January 23, 2026 9:52 AM To: Tracy Pooler Subject: Heche Heche numbers House invert 100 Tank inlet 99.2 Tank outlet 98.9 Safety antf9vJikg4DivisSin, Dep. -E L Ave., 201 W. Washington AP.O. Box 7162 Sanitary Perm umber pis be Oiled Madison. WI 53707-7162 Sanitary Permit Application In accanbnce will, SPS 383.21(2), Wis. Adm Code, submission of this form to the appropriate governmental unit is required prior to obtaining a sanitary permil. Note: Application forms for able -owned POWTS are submitted to the Department of Safety and Professions) Sent. Personal information you provide may be used for secondary mnnnus mnrrn,, ...,. ,,:ra ,A. na.....,..t .. �Ia i/n U1-oa7-t.-`Y/-o2� Govt. Lot_ City. Sate Zip Code Phone Numbs 0'( t Iv S IS-a.d — rrcic an It. Type of Building (ch k all that apply) �{ (.pt g T� N: R E ur6 1,or 2 Family Dwelling—Numberofnedm✓ oms ' Subdivision Name Block# ❑ PuLlidCommertial-1)cscribe Use 0 City of ❑ State Owned —Describe Use CSM Number ❑ Village of a\kespr.Town of _ �M Ill. Type of Permit: (Check only one bos online A. Complete line B If applicable) A' 1 Jew S cat yn ❑ Replacement System ❑ TrcatmenJflolding Tank Replacement Only 0 Other Modification to Existing System (explain) B. OPcnnixtesval ❑Pennit Revision ❑Change of Plumb erPermit Transfer 10 New List Previous PannisNumbernndDatc issued Before Bxpiraimtion nm7pf P a oOW TS S 'stem/Conn onent(Device: gNan-Pressurized In -Ground ❑ Pressurized In -Ground ❑ AI -Grade ❑ Mound≥ 24 in. .fsuitable soil ❑ Mound <24 in. ofsnitable soil ❑ Holding Tank ❑ Omer Dispersal Component (explain) ❑ Pretreatment Device (explain) ©r Gallons Units .02 L o S 2 Si y o U iii: � uV a Disapproved I r. 5 5866398 (R. 11/11) SS-o03?7 511?lly� Private Sewage System Maintenance Agreement DOCUMENT NUMBER 2024R-603259 Owner(s) Mailing Address Sites%A'' dress Z �• --I S %&41 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 lime to time amended. (COMPLETE Legal is required) 1/4 of 1/4 Section at. Township tk N. Range O r+ W Additional Legal Description: Town of I role R iywr^ (Acreage) •1GD Gov't Lot Lot_ Block Subdivision Lot t CSM # t ( j 6 Vol. Page -+ CSM Doc # Zdti�4. ____ DANIEL J. HEFFNER REGISTER OF DEEDS BAYFIELD COUNTY. WI RECORDED O5/16/2O24 AT 1O:45 AM RECORDING FEE: $30.00 PAGES: 1 Return To: Area Planning anI n)q'g per�rtt! E LMAY 172024 Ilfl�jl Byrieia Lo, LOrulig uept. Z In -ground gravity ❑ In -ground dosed ❑ In -ground pressure distribution Sewage System: O 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 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 Hayfield 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. Hayfield 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 Prlr�t (/V 7L LlR 47 G L Subscribed and sworn to before me on this date: lvn,r/ l�ech Notarized Owner(s) Signet e(s) ry P4lbiic, ,, #r •.,.. r' Drafted by: v Date: piR " .'4'y y s Proofed by: ulforms/sanitary/septicmainlenceagreement Revised July 2020 Page 4 of 4 Management Plan IMPORTANT: The owner of this in -ground dispersal 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. 0 n Maximum Dispersal Area Operating Limits: MAY 1 4 2024 Design Flow = 450 gpd; BOD5 S 220 mgL-'; TSS S150 mgL 1; FOG 5 30 mgL'1 rield Co. Zoning Dept. Inspection Checklist INSPECT EVERY 3 YEARS o type of use o age of system o nuisance factors (i.e. odors, user complaints, 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 (i.e., exceeding design capacities, prohibited activities, etc.) o extent of ponding in distribution cell o surface discharge of effluent or sewage back-up into structure served Maintenance Checklist MAINTAIN EVERY 3 YEARS (or when necessary) o Septic 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 (113) 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 Wis. Admin. Code. Report any component failure or malfunction to: Name of individual or company: Greg's Plumbing (Greg Brown) Phone: 715-209-0161 Local government unit: Bavfield County Zoning Department Phone: 715-373-6138 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, Wis. 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, Wis. 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 Department of Safety and Professional Services for review and approval. System Abandonment If use of this POWTS is discontinued, it shall be abandoned in accordance with SPS 383.33, Wis. Admin. Code. BAYFIELD COUNTY SANITARY PERMIT (#04)-2452S STATE SANITARY PERMIT OWNER: WILLIAM & KIMBERLY HECHE TRUST GOV'T LOT: LOT: 1 BLK: CSM: Csm #2168 1/4 1/4 SEC: 2, T 47 N, R 8 W TOWNSHIP: Iron River SOIL TEST: 41-24 REPLACEMENT SYSTEM SYSTEM TYPE: Non -Pressurized In -Ground PLUMBER: Brown, Greg MCKENZIE SLACK DATE: 5/24/2024 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 #: 06-21 ST LICENSE: # MP699374 Condition: System to meet all setbacks. Management plan to owner. Properly maintain system per recorded agreement. THIS PERMIT EXPIRES 5/24/2026 POST IN PLAIN VIEW MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION