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HomeMy WebLinkAbout25-2S... .,,, manntly xei ices UIVISIon 4822 Madison Yards Way ¼ "MU) Bayfield 6 ENTERED SP Madison. %VI 53705 Sanitary Pernul_Nuamber tin be filled by Cu t a• Box 7532- M»Jisou. R7 53707 MadP.Oison, /� n + ( CJ V 4fl4t Tnncaclion Nunther Sanitary Permit Application IIt(. I j i ht accordance with SPS 310.2112). Wis. Mm. Code. submission of this funs to mite appropriate pdavemntental unit Projeel Address (if different titan mailing address t is required prior to obhabtine a sanitary penult. Note: Application font for state-owned POttTS�aie albnrined to the Depanti ent of Safety and Professional Sen•ices. Personal infornmonn you provide may he used inr secondary Same purposes in accordance with the Privacy Law. s. 15.04111m). Scats. I. Application Information — Please Print All Information Property Chvncr s Name Nathan Rondeau Parcel: 9447 Property awlier's Mailing Address Prnpeny Location 43450 Big Brook Rd. Cloa•t.Lot 1&3 NE .; SE k,.,,n„ 14 T 43 N U8 E or tt• City. State Cable, WI I Zip Code 54821 Phone Number 303-906-4877 U. Type of Building (check all that apply) Lot Subdivision Name �1 of ? Family Dwelling - Number f Bedrooms 7 I J'ubhc/Coimnercial - Describe Use Block ❑City of Estate Coved- Dnrcribe Use — C'SM Number Village of r✓ITnwnofCable - III. Type of POwTS Permit: (Check either "New" or "Replacement" and other applicable on foe A. Check one box an line B. Complete But C it a livable,)I--I_ Ea.1ding m 1 paeplacentent System ©Oilier Modification to Existing Sysrew texPlain) ❑Additiultal Pmrearweut Gun lexplantl tk L❑JIn•Ciround DAbGrade ❑Mound ludivtdnai Site Design ✓ Other Type lexplaun tcmnrntitwall ew Tank clnrc ❑Revision Nance of Plumber ❑iransferto New Owner ist Previous Penntt Number mid Date Issued 10-17S - 4/29/10 ntmeut Area and Tank Information: Design Flow Igpd) Design Soil Application Ratelgplisll Dispersal Area Required Is0 Dispersal Area Proposed (sf) System Elevation 300 NA NA NA NA Capacity in total n of blamtfacmrer lank htfomwtinn Gallons j Gallons Units \ere Tauh+ Ex»oup Tack. _ _ - 2 n7 r semcor Holding Tani 7609ac1 1 Wieser Concrete ✓ lie.vp C'hawber O V. Responsibility Statement- 1, the air erst led. asiume ipponslbilln• for installation or the ruaa IN snout on rue atntraea pram. Plumber's Name (Print) i'luniber's SignatureMP/MPRS Number Business Phone Number Edward B. Redinger - e 221939 1715-292-6670 Phuuber's Address ISlreel. t 1. State. Zip Code) 1015 11th Ave. E. Ashland, WI54806 } paf9mentVseah• O Appmced 0 Disapproved Penult ee Dale Issued Ism eat " acre re / /pj/�/ P owner Citrett Reason for Denial 54 o L' I J 74 `-'� �: �`•' '�'�� s t caxc . Attach to mtnatt m br C'ooaty only on paprr not lea thin 8lets I I SBD-6.198 (R. 02122) 43450 IBiq IBr-ool/ 12CL. Navve.( , P.d,A 1z- z -k3- '! d' 1 -coo -c`4000 Maintenance Agreement L13450 lai5 Elvook Cable, cut s4szf Agreement Date (same as Notary Da 'flz-f 1 io As owner, I (we) do hereby certify the private sewage system will be installed in accordance with the certified soil testers 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 CA 61 e- Gov't Lot Lot ljj Block_ Subdivision CSM# .2 P i53 Additional Legal Description: L ,l t A 311 S J0jacf -la ce j- -776 PATRICIA A OLSON BAYFIELD COUNTY, MI REGISTER OF DEEDS 2010R-532439 04/30/2010 11:10AM IF EYEMGT t: RECORDING FEE: I5. d8 PAGES: 3 RetumTo: 0oy'teid Corot l bill .-r 4t t�J 413 2024 Type of Private (a (A) In -ground gravity ❑ (B) In -ground dosed ❑ (C) In -ground pressure Sewage System: 0 (D) Mound ❑ (E) At -grade Sewage System 0 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 (113) 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 Drooertv. Owner(s) Name(s) — Ple se Print ^delta M. brow Subscribed and swom to before me on this date: BcAnie 2. Harvey /-?o,4. dawA - .For 23e//a M. nn -our oy-ctrl /C Notarized Owner(s)—Signatures) Nota ublic �hwtc//, w a.o.A. C(u X�> ti� Cep My Commissio ices: T rt n_ Drafted by: J ei''r" 1WM.(,t ugi4 U/Deb'sData/Fonns/Sanitary/SepticMaintenanceAgreement V1039 P 40 2008 WLP700/300-MR TANK SPECIFICATIONS 4" GASP N a n I', SIDE NEW TANKS ARE MANUFACTURED TO MEET OR EXCEED ASTM C-1227 REQUIRE CAST -A -SEAL OR INLET lL— - OUTLET spa I I I 1 t I N u LL I 'tU U %- I M Y U I " M I II DIMENSIONS: a a WALL: 2 1/2" BOTTOM: 3" COVER: 5" MANHOLE: 24" I.D. PRECAST CONCRETE RISER o HEIGHT: 53 1/4" LENGTH: 8'-8" WIDTH: 7-2" rc BELOW INLET: 42" LIQUID LEVEL• 36 o E WEIGHT: BOTTOM 3.595 LBS. u o $ COVER 3,195 LBS. ii+ ro � INLET AND OUTLET: m o 0 o 0 a 4" CAST -A -SEAL BOOT OR EQUAL GASKET W o INLET AND OUTLET BAFFLE AND FILTER: o o WISCONSIN. SEE DETAIL #10 0 (OTHER STATES SEE CHART) LIQUID CAPACITY: 26.79 GAL/IN LOADING DESIGN: 8'-0" UNSATURATED SOIL Y c0 a TANK CAN BE USED AS: o I SEPTIC / HOLDING rI COVER: MIX DESIGN #8 (NO FIBER) c TANK: MIX DESIGN #10 (STRUCTURAL FIBER) 8 CUSTOMIZED TANKS: -_ - W FOR CUSTOM TANKS CONTACT WIESER CONCRETE 1 J _. Z O M Q REVIEWED BY 0 r. REVIEW DATE a' 0- DRAWINGS SUBMITTED In FOR APPROVAL APPROVED BY: SHEET NO. _ APPROVAL DATE: 1 OF PRODUCTS NEEDED BY: _- ._ (nw In 1131" i M SIDE VIEW 4" CAST —A —SEAL 4" VENT OUTLET ca PUMP PAD 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" O.D. LENGTH: 113 3/48" O.D. WIDTH: 930 O.D. BELOW INLET: 48" O.D. LIQUID LEVEL: 43" WEIGHT: 11.150 LBS. INLET AND OUTLET: 40 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: a I J I Z Q 00 3 � W N SHEET NO. oF� 1 PAGE 4 OF 4 In -ground Gravity Management Plan IMPORTANT: The owner of this in -ground gravity system shall be responsible for its perpetual operation and maintenance pursuant to requirements of SPS 382-384, 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; BOD5 5 220 mgL-'; TSS 5150 mgL''; 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 (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: Name of individual or company: Superior Plumbing & Mech. Inc. Local government unit: Bayfield Co. Zoning Phone: 715-373-6138 Local government unit address: 117 5th St. E. Washburn, WI Phone: 715-292-6670 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: 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 [11/4 of SE Township: Cable Project Parcel ID #: 9447 Phone:303 -906 -4877 Zip: 54821 1/4, Section 14 , T43 N -R 8 E ❑ or W ❑✓ County: Bayfield Designer Information Designer Name: Edward B. Redinger Ahl d WI Designer Address: 1015 11th Ave.E. s an , 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 Signature: fi� ��v Date: 12/13/24 Original signature required on each subm ed copy. Customer Name: Nathan Rondeau 1 Adress: 43450 Big Brook Rd. NJ Cable. WI 54821 SUPERIOR PLUMBING MECHANICAL (715)278-3456 CST# 221939 Scale: 1" = 40' PIN: 9447 g3.Acres Lot 1&3 NE SE 514 T43N R8W V.2 P.253 Town of Cable Bayfield Co. Phone #: 303-906-4877 Oft "I t u , Email: L tu `r t13f) kt 5f1 .12f '(r'` " I �a� Set,• tics tr•ce- Ma: - rlaF-e Y,n M€1 -1k �w i3ed Pal / ksac <-,Ifs Qw&ter; Xdell4 \<gtOW PINXt o4-otz-Z-X63-08- 14-y CL-oOUo9boo ?SOS, ILP] aSu uss�, ,7(e0 d�r<eN �� �cKce c� yQ�devt •6 L.J loo' I3tj 'a 4'S (2L. O2 %tr o. so A3a— A s Cc4e l" 4' twdwe I',S1soit lesfAtea. ORed 54ted 8rl A coo To o 5146 SECOrhe . Dwcll,- ex4r1 Bc tot.0i' 2 too.3l' 3 tot. o4' .C se.ls sys�cw e��=9T.S' .TAeiIa KicccLJ t-i39co e11'>repk- t.,L sift= -t cmc) -7C- 3;7.L- f LOT i, Csin V.) 05.3 Pb eF ME, se, S ;4, I q?tiY_5 To SackLo+ — . a Jn! �c ltiu� 224.5-1 LC S'L, , A3i3 H3ISXS GIH ( I 1 Zf •- r"1��� T OdYONYiS 6 NJIf1O _ 1 .1 O.LVtlS1tf CII ONIS(1 - - waislls - - - - - Jalte1-aI6uis - )0 DI]Pwagas 3dId DAd 06 HJS ..b O(lld /dV0 NOIS03dSNI HO dV0 LN3A 03AOdddV 6� / -y='i! 'OS I'IL0S -.L3 -OS �'// = B -S e] SdYJ ON3 d0 51.35 'S3 •OS OZ_5 = •.L3 -Os OZ iv SH3gWYHJ IC SdYJ ON3 ii I SH3aWVHJ 6 NJIOO HSIM 51133 -7-7165 X .E T (SJ113J I NOISJ2S-SSOa3 2f39WVHJ 1l0SVHZ1IJNI PAGE 4 OF 5 GRAVITY -DOSED SEPTIC / PUMP TANK SPECIFICATIONS (No Scale) 40 Vent Pipe 1011 from Building 12Mn. or 2.011 above Established Flood Elevation (typical) \ Approved IMPORTANT: vent Cap Anchor tank(s) as necessary pursuant to SPS 383.43(8)(g) Finished Grade CAPACITIES @ 11.82 gal/In ♦. it Dimension Inches Gallons A 24 283.68 B 3 35.46 C 6 70.92 D 10 118.2 Total 43 508.26 *Pump Tank Liquid Level = 43 in Force Main Diameter = 2 in Force Main Length = 90 ft Force Main Void Volume = 14.6 gal Electrical must comply w4h SPS 316 and NEC 300 �(f Weatherproof Junction Box y .. *T IA if Extend manhole riser as necessary. Approved Locldrg Manhole with Warning Label Attached (typical) 4' Mh. or 2.00 above U Flood Elevation ical) ___________ Mln. pical) oints vAth Hole Approved Pipe 3 fl onto Solid Ground (typical) Alarm On PUMP -OFF off ELEVATION = 89.9 ft :rete INSIDE BOTTOM Xk ELEVATION = 89.1 ft 3' Approved Bedding Material Beneath Tank [C] Total Dose Volume (TDV) = 70.9 gal/dose L ( ≤0.2X design flow * force main void volume) Vertical Lift = 6 ft PUMP TANK: Volume = 500 gal Manufacturer. Pump Manufacturer. Goulds Pump Model: EP0411 F -120v (See attached pump verve.) 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" Blotube / Existing Wastewater METERS FEET 10 + • lH S Li 25 / _ I 6 20 Q Z s O is a4 l- EP05 O 3 10 2- El 04 S 1 0 00 10 20 30 40 so GPM 2 4 6 8 10 12 CAPACITY MODEL INFORMATION Order Minimum Float charge Minimum Minimum Minimum Maximum Shipping Number HP Vohs Amps Circuit Phase Switch Length Connection On Level Off Level Basin Solids Weight Ibs.kg Breaker Style Diameter Size EP0411 Plug! No Switch Manual Manual 20 / 9.1 EP0411A Piggyback / 12" 6" 21/9.5 115 12 20 Wide -Angle EP0411 F .4 1 Plug / No Switch 1Yi Manual Manual 15" Y." 20 / 9.1 EP0471AC Piggyback/ Wide -Angle 20' 12" 6' 21/9,5 EP0412 230 6 10 Plug/ No Switch 10' Manual Manual 20/9.1 EP0412f Plug/ No Switch 20' Manual Manual 20/9.1 EP0S11F 115 13 2p Plug / No Switch 20' Manual Manual 22 / 10 EP0511 AC .5 Piggyback! Wide -Angle 20' 12' 6' 23/10.4 EP0512F 230 6.5 10 Plug / No Switch 20' Manual Manual 22 / 10 PAGE 3