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HomeMy WebLinkAboutSWG2023-00080 - SWG Application / Design - 3/8/2023 415 N 6TH STREET,SHELTON,WA 98584 MASON COUNTY SHELTON:360-427- ,EXT400 (M ‘: BELFAIR:360-275-44674467,EXT 400 ` ✓-""Y ' Public Health & Human Services ELMA:360-482-5269,EXT 400 FAX:360-427-7787 On-Site Sewage System Permit: SWG2023-00080 EDWIN S & MARY MCRORY TRSE Phone: APPLICANT IRENE MCRORY Address: CIO EDWIN SCOTT MCRORY SEATTLE, WA 98105 EDWIN S & MARY MCRORY TRSE Phone: OWNER IRENE MCRORY Address: C/O EDWIN SCOTT MCRORY SEATTLE,WA 98105 SEPTIC DESIGNER FRANKLIN CLARK-A+Onsite Phone: 360-830-4765 Address: PO BOX 1954 SILVERDALE, WA 98383 Site Address: 5341 NE North Shore Rd Primary Parcel Number: 222101100070 Permit Description: 2BR Oscar X02 repair Permit Submitted Date: 03/08/2023 Permit Issued Date: 03/22/2023 Issued By: Jeff Wilmoth Current Permit Fees Paid: $780.00 (additional fees may be required upon installation of system). Permit Expiration Date: 03/10/2026 (based on date of inspection) Permit Conditions: 1 Proposed development subject to zoning requirements and approval by the planning department staff per Mason County Title 17. 2 Permit must be installed by a Mason County Certified Installer unless prior written authorization from Mason County is obtained. 3 Drain field installation not to exceed designed upslope and downslope depth specified on design form. 4 Installer is responsible for obtaining Mason County installation approval prior to backfill of system components. 5 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to backfill of system components. 6 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for final installation approval. THIS PERMIT MUST BE ONSITE DURING INSTALLATION OF OSS. PROPERTY OWNERS ARE RESPONSIBLE FOR DETERMINING AND MARKING ALL PROPERTY LINE AND EASEMENT LOCATIONS. THIS PERMIT MAY BE REVOKED IF THE SITE CONDITIONS HAVE CHANGED SINCE THE SITE WAS INSPECTED AND DESIGN APPROVED. FINAL INSTALLATION APPROVAL IS REQUIRED PRIOR TO TEMPORARY OR FINAL OCCUPANCY OF ANY RELATED STRUCTURES. For Final Inspection visit: masoncountywa.gov/health/environmentallonsiteloss-inspection-request.php or call: 360-427-9670, extension 400. C. c • OFFICIAL USE ONLY DATE RECENED: MASON COUNTY 3 - � `, D C CD I. , COMMUNITY SERVICES AMOUN3EI> 5 lRECEIvEoc m cn < cn Public Health(Community Health/Environmental Health) ^ //�/ Cl) 0 360 N.6th t ext.Shelt00 on, n,WA 985847,ext.40J s w/ 3 �/ 2.3 -boo �o {^O Z Cl) - 415 N.6th Street-Shelton,WA 98584 V 1Y/V u V V ON-SITE SEWAGE SYSTEM APPLICATION 3 14, m 0 PHONE m r APPLICANT r �� r �' l ��� , r (1 C C�.,� l —:�c_� \i�� 11 ply` l/ � MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE 0 h. �D� ��5`� , ►\ref t � � � 3 x SITE ADDRESS-STREET,CITY,ZIP CODE `,, 3,,vl,tip f\ i 97 Lv NAME OF DESIGNER PtiONE 6 e ,( rU05 173 NAME OF INSTALLER PHONE 0 Ij (3 lob . 0\6 ,1'851 -. PERMIT (select one) �} DRINKING WATER SOURCE 75 RESIDENTIAL OSS 61COMMUNITY OSS ECOMMERCIAL OSS E PlpATE INDIVIDUAL WELL 6 PRIVATE TWO-PARTY WELL Z 0 PUBLIC WATER SYSTEM t TYPE OF NR�RK(select one) 6-J NEW CONSTRUCTION/UPGRADES REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) 0 TABLE IX REPAIR r ❑ SURFACING SEWAGE 0 EXISTING FAILURE ElSHORELINE IIISUBMITT DESIGN FORM(REQUIRED) � LOT SIZE r EPTIC DESIGN(REQUIRED) BEDROOMS 0 I JWAIVER(S)(IF APPLICABLE) a l 0` I DIRECTIONS TO SITE AN SITE CONDITIONS:(ex.locked gate) �i 1 1 _ �1 S T J I N Ca� � c:�� � 1Y, �«c-� 5� G �J, O-,�; r Tp Q,�-Yemen � b (L) o AD 6-���w- 5 t ) WI) -3 I C\--) o ID SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I OFFICIAL USE ONLY BELOW THIS LINE UPGRADE/FAILURE SOURCE(for reporting purposes) ❑VOLUNTARY ❑MAINTENANCE/PUMPING ❑BUILDING PERMIT ❑HOME SALE ['COMPLAINT ['OTHER: COMMENTS!CONDITIONS INSPECTOR SOIL LOGS , 0 J t C S U 1�J SE 0 .!'.:Ilt� 4,4 ( `)`) - H- MAR 0 9 2023 By ►�'� RECORD DRAWING AND INSTALLATION REPORT SOIL CODES: REQUIRED FOR FINAL APPROVAL. V= Y G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS DATE I OR SIGNATURE DATE APPLICATION EXPIRATION DATE P ICATION APPROVED!ISSUED BY Inor. ,I1b[A)kiin3v-, V REVISED 12/7/2015 k MASON COUNTY WEBSITE THI' FO AY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE DESIGN FORM —PAGE ONE Assessor's Parcel Number: 22210 -- 11 -- 00070 A design will be reviewed when 3 copies of each of the following are submitted: ■ Completed design form that has been signed and dated. I Scaled layout sketch,including all applicable items on checklist I Scaled plot plan,including all applicable items on checklist. I Cross-section sketch,including all applicable items on checklist paper size: 11"X 17"a This form may be scanned and available for public view on the Mason County Web site. Maximum P P PARCEL IDENTIFICATION Permit Number: SWG pC�aZ n 2 J ra g C 55© Designer's Name: Fnklin I C-Iark Applicant's Name: EDWIN S&MARY MCRORYTRSE IRENE MCBORY Designer's Phone Number: 360.830.4765 Mailing Address: 5119 NE 42ND STREET Designer's Address: P.O.Box 1954 City:SEATTLE State:WA Zip: 98105 City:Silverdale State:WA Zip:98383 DE SIGN PARAMETERS Treatment Device N Glendon Biofilter N Sand Filter N Mound N Sand Lined Drainfield N Recirculating Filter,Type:_ I Aerobic Unit Make/Model OSCAR-X02 N Disinfection Unit Make/Model N Other: 4 Drainfield Type N Gravity N Pressure N Trench N Bed I Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 2 Schedule/Class Custom Netafim Bioline Daily Flow: Operating Capacity 240 gpd Length 25'Long or 60"Coil of Custom Netafim Bioline ft Daily Flow: Design Flow 240 gpd Diameter 1/2 in Septic Tank Capacity 1,200 gal Number 3 Receiving Soil Typ e(1-6) 4 Separation 1.6 ft Receiving Soil Appl.Rate Pri: .6/ Res:.6 gpd/ft 2 Orifices OS-50 coils have 50 emitters Required Primary Area 400 ft2 Total Number of Orifices each 200 emitters total Designed Primary Area 400 ft2 Diameter 0.42 gph emitters in Designed Reserve Area 400 ft2 Spacing 6"0,C, in Trench/Bed Width 28'0" ft Manifold Trench/Bed Length 15'0" ft Schedule/Class System uses a Specialized Head Works Assy. Elevation Measurements Length Consisting of(1)3!4inchsArkal disk hfter,and ft Original Drainfield Area Slope 0 - 1 % Diameter (1)flow mtr,(3)Pressure Cages and(S)Selenoids in New Slope,If Altered N/A p PPReOlVnlil guration used?/ Yes N No Depth of Excavation Up-slope 0 DD Transport Pipe from Original Grade Down slope 0 MARcIZ�I2s 40 Designed Vertical Separation 24 !AWN NUN lj ( ONMENTAL HEALTH 100 ft Gravelless Chambers Required? N Yes I No N Optional DAMN 1.0 in Pump Required? ■ Yes N No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 360 Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity 240/Day or.67/Dose gal Orifice S ft Chamber Capacity 1,200 gal Uppermost Orifice II Higher N Lower than Pump Shutoff Pump controls:Please check those required. Capacity @Total Pressure Head 1.4 gpm ■ Timer ■ Elapse Meter 0 Event Counter Calculated Total Pressure Head 50' ft If Timer: Pump on 22 Seconds , Pump off 3 minutes 38 Seconds_ Comments This is a Tretment Lvl A Wastewater Treatment system which meets the waiver requirement for a 50'Setback from surface waters edge.The designed system consists of a Pump Vault,an Aerobic Treatment Unit Low Ridge Technologies-OSCAR-X02 wastewater treatment system.Each systems comes with all required system components,see"Manufactures System Specification".Each system comes with its'own unique control panel which are factory set,but can be adjusted if needed. DESIGN FORM - PAGE TWO Assessor's Parcel Number: 22210 - 11 -- 00070 Permit Number: SWG DESIGN CHECK LISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch I Test hole locations I Drainfield orientation and layout Reference depth from original grade: I Soil logs I Trench/bed dimensions and I Septic tank I Property lines critical distances within layout I Drainfield cover Existing and proposed wells I D-BoxNalve box locations Reference depth from original grade within 100 ft of property I Septic tank/pump chamber and restrictive strata: I Measurements to cuts,banks,and locations IlLaterals,trench/bed,top and surface water and critical areas 2 Observation port location bottom I Clean-out location N Curtain drain collector-N/A ® Location and orientation of I Manifold placement I Sand augmentation curtain drain and all absorption N Orifice placement - N/A Other cross-section detail: components Observation ports/clean-outs 1 Lateral placement with distance I Location and dimension of to edge of bed Other Information primary system and reserve area i Audible/visual alarm referenced Yes No Buildings I Scale of drawing shown on scale ® Design staked out Direction of slope indicator AP I El Recorded Notices attached I Waterlines PROVE z Waiver(s)attached I Roads,easements,driveways, ® I Pump curve attached parking MAR 2 2 2023 ® I Evaluation of failure North arrow and scale drawing !,'ASON COUNTY ENVIRONMENTAL HEALTH Non-residential justification shown on scale bar JBW X Waste strength N 1 Flow DESIGN APPROVAL The undersigned designer must be notified by installer at time of installation I Yes ®No (ai- 03/08/2023 Signature of esigner Date The undersigned has reviewed this ign on behalf of Mason County Public Health and determined it to be in compliance with state and local site re ula ions: Env' o tal Health Specalist Date CAUTION: DESIGN APPROVAL VALID ONLY UNDER THE FOLLOWING CONDr• . ® The design is stamped"Approved"by Mason County Public Health. ,�I/���P1, -`0 /; ® The Onsite Sewage Permit has not expired,the Permit Expiration Date:+�i�,;��J !� O Drainfield site conditions have not been altered to adversely affect con•, ' 4 •esign approval. 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