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HomeMy WebLinkAboutSWG2026-00270 - SWG Application / Design - 9/17/2026 4 MASON COUNTY 4,5N 6TH ELTON 36042TQ70,EXT 400 SHSTREET,SHE L FCN,W A98584 BELFAIR 360-975-4467,EXT 400 Public Health & Human Services ELMA.360-482-5269,EXT 400 FAX 360-427-/787 On-Site Sewage System Permit: SWG2026-00270 APPLICANT LINN RICHARD Phone: Address: 2811 S NEEDHAM DR SPOKANE VALLEY, WA 99037 OWNER LINN RICHARD Phone: Address'. 2811 S NEEDHAM DR SPOKANE VALLEY, WA 99037 SEPTIC DESIGNER FRANK MARCINKO' Phone: 360-801-0147 Address. 5677 Minnig LN NW SEABECK, WA 98380 Site Address: 41 E SOUNDVIEW DR Primary Parcel Number: 320215801004 Permit Description. New 3bd OscarXO2 Permit Submitted Date: 08/18/2026 Permit Issued Date: 09/17/2026 Issued By: Rhonda Thompson Current Permit Fees Paid: $740.00 (eddlooaI fees may be required upon installation of system) Permit Expiration Date 09/02/2029 (based on date of inspection) Permit Conditions: 1 Approval of this septic permit does not approve the building location. Building location is subject to approval from all applicable departments and regulations. 2 Proposed development subject to zoning requirements and approval by the planning department staff per Mason County Title 17. 3 Permit must be installed by a Mason County Certified Installer unless prior written authorization from Mason County is obtained. 4 Drainfield installation not to exceed designed upslope and downslope depth specified on design form. 5 Installer is responsible for obtaining Mason County installation approval prior to backfill of system components. 6 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to backfill of system components. 7 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for final installation approval. THIS PERMIT MUST BE ONSITE DURING INSTALLATION OF 055. 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/healthienvironmentallonsite/oss-inspection-request.php or call: 360-427-9670, extension 400. OFFICIAL USE ONLY MASON COUNTY FACERECUVED o � / j y � DO C y AMOUNT RECEIVEDRECEIVED sv: W y Public Health & Human Services - flcpc4c, ° y Environmental Health 360-0D-9670,et 400 or 360-b5-4467,eat.400 7 y 415 N-6thStrW eet-Shelton,WA 98584 SG l!`�O — (ic4-TT 0 O X 2 y ON-SITE SEWAGE SYSTEM APPLICATION a APPLICANT -- m IT PHONE Richard Linn 1 o c O N STREET,OilY, APGDDE 2811 Seedham Dr Spokane WA 99037 m SREADDREs9-STREET,Cm ZIP CODE 41 E Soundview Dr �'= Shelton WA 98584 `'' NAME OF DESIGNER .�/ - PHONE m N Frank Marcinko Ii 360-801-0147 MIO NAME OF INSTALLER � ' -._., PHONE < I N PERMIT TYPE(select one) DRINKING WATER SOURCE 5 Q RESIDENTIAL 055 ❑ COMMUNITY OSS ❑COMMERCIAL OSS ❑ PRIVATE INDIVIDUAL WELL ❑ PRIVATE TWO-PARTY WELL Z ._s TYPE OF WORK(amendne) ® PUBLIC WATER SYSTEM Shorecrest Beach NEW CONSTRUCTION/UPGRADES ❑ REPAIR/REPLACEMENT OTHER DETAILS(select at Mal apply) ❑ TABLE A REPAIR . I SUBMITTALS 0 SURFACING SEWAGE ❑ EXISTING FAILURE 0 SHORELINE Q DESIGN FORM(REQUIRED) ASEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE was LOT CREATED AFTE 0 ❑ WAIVER(S)(IF APPLICABLE) 3 9.100 $f YES NO 0 OIREC IION9 TD 91TEAN0 SITE CONDITIONS(ex.locked gate) I0 o a SITE MUST BE FLAGGED FROM MAIN ROADAND TEST HOLES MUSTBE FLAGGED WITH TESTHOLE NUMBERS. I -- OFFICIAL USE ONLY BELOWTHIS LINE--- - -- - ---- UPGRADE I FAILURE SOURCE Bor reponmy purposes) 0 VOLUNTARY QMAINTENANCEIPUMPING Q BUILDING PERMIT 0 HOME SALE Q COMPLAINT ❑OTHER INSPECTOR SOIL LOGS COMMENTS I CONDITIONS R \ 3 Sat - s' Z�I S\ 12IL CODES ti RECORD DRAWING AND INSTALLATION REPORT Y DATE ///VJJJ///{{{----CE\\RR���YlAA1 G=GRAVELLY S-SAND 1 L-LOAM /A-MLT C-OLAY F=EXTREMELY R-ROOTS REQUIRED FOR FINALAPPRO(VD/A�L�./�� /V�' 1�/ INSPECTOR SIGNATURE 1 �']DATE APPLICATION EXPIRATION OATE� LI TION APPROVEOI ISSUED • "h THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW II//ON2NT THE 2ZMASON COUNTY WEBSITE Revised 01/09/2026 DESIGN FORM—PAGE ONE Assessor's Parcel Number 13 12 0 2 1 1 1 5 8 0 1 I 0 I 0 4 A design will be reviewed when 3 copies of each of the following are submitted: Completed design form that has been signed and dated. Scaled layout sketch,including all applicable items on checklist. Scaled plot plan, including all applicable items on checklist. °Cross-section sketch,including all applicable items on checklist. This form maybe scanned and available for public view on the Mason County Web site.Maximum paper size: II"XI?" PARCEL IDENTIFICATION Permit Number: SWG 2026-00270 Designer's Name: Frank Marcinko Applicant's Name: Richard Linn Designer's Phone Number: 360-801-0147 Mailing Address: 2811 S Needham Dr Designer's Address: 5677 Mining LN NW Spokane WA 99037 City State Zip Seabeck WA 98380 City State Zip Designer's Email alliedsepticdesign@gmaitcom DESIGN PARAMETERS Treatment Device ❑ Glendon 0 Sand Filter 0 Mound ❑./Sand Lined Drainfield 0 Recirculating Filter I(ATU Oscar X02 ❑Other Treatment Level (check all that apply) S A ❑B ❑C BLI 0 BL2 ❑BL3 ❑ E ❑N Drainfield Type ❑Gravity 0 Pressure 0 Trench ❑ Bed V Sub Surface Drip Septic Tank/Drainfield Specifications Laterals ma�yy\\ e Number of Bedrooms' 3 Schedule/Class 0 y,,Vt S Daily Flow: Operating Capacity 360 gpd Length rte If Daily Flow:Design Flow 270 gad Diameterin Septic lank Capacity(working) 1200 gal Number Receiving Soil Type(1-6) 5 Separation ft Receiving Soil Appl. Rate .4 gpd/fl' Orifices Required Primary Area 900 ft2 Total Number of Orifices Designed Primary Area 902 ft2 Diameter in Designed Reserve Area 950 nr Spacing in Trench/Bed Width 47.5 ft Manifold Trench/Bed Length 19 ft Schedule/Class Elevation Measurements Length ft Original Drainfield Area Slope 5 °% Diameter in New Slope.If Altered - % Preferred manifold configuration used? O Yes 0 No Depth of Excavation Ili,slope 6 in Transport Pipe from Original Grade Dow -slope 4 in Schedule/Class Designed Vertical Separation 18 in Length fl Gravel-based Drainfield Required? 0 Yes 0 No Diameter in Pump Required? Pl Yes O No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day Set By Manufacturer Diff in Elevation Between Pump&Uppermost Orifice ft Dose quantity Set By Manufacturer gal Drainfield Squirt Height/Selected Residual (head) ft Chamber Capacity(flood) 10O,3-Ingal Uppermost Orifice 0 Higher O Lower than Pump Shutoff Pump controls: Please check those required. Capacity @ Total Pressure Head gpm N1 Timer FT Elapse Meter 19 Event Counter Calculated Total Pressure Head ft If Timer: Pump on 22 sec Pump IT 38 see Comments Revised: 6/11/2025 DESIGN FORM —PAGE TWO Assessor's Parcel Number: 3 2 0 2 1 5 8 0 1 0 0 4 ' Permit Number: SWG2026-00270 DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch of Test hole locations 9 Drainfield orientation and layout Reference depth from original grade: 1f Soil logs Pf Trench/bed dimensions and IN Septic tank 9 Property lines critical distances within layout ❑ Drainfield cover ❑ Existing and proposed wells 1 ' D-Box/Valve box locations Reference depth from original grade within 100 ft of property Septic tank/pump chamber and restrictive strata: ❑ Measurements to cuts, banks, and locations � Laterals, trench/bed, top and surtace water and critical areas id Observation port location bottom ❑ Location and orientation of Id Clean-out location ❑ Curtain drain collector curtain drain and all absorption ❑ Manifold placement 9 Sand augmentation components ❑ Orifice placement Other cross-section detail: g Location and dimension of V' Observation ports/clean-outs primary system and reserve area to edge placement dwith distance to edge of bed Other Information V Buildings V Audible/visual alarm referenced Yes No 12f Direction of slope indicator ❑ Scale of drawing shown on scale ❑ F1Design staked out V Waterlines bar ❑ WRecorded Notices attached Roads, easements, driveways, t Elevation benchmark and relative O IO Waiver(s) attached parking elevations of system components ❑ tPump curve attached V North arrow and scale drawing ❑ ❑ Evaluation of failure shown on scale bar Non-residential justification ❑ ❑ Waste strength ❑ ❑ Flow DESIGN APPROVAL The undersigned designer must be notified by installer at time of installation CJ Yes N Signature of Designer Date The undersigned has reviewed this design on behalf of Mason County Public Health and determined it to be in compliance with state and local on-site regulations: � Witl�l11'1 Environmental Health Sp cialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: I The design is stamped"Approved"by Mason County Public Health. ✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: �J'Z-J2_1 ✓ Drainfield site conditions have not been altered to adversely affect conditions of design approval. Please Note: The system must be installed by a certified installer, unless prior authorization is obtained from Mason County Public Health. An Installation Fee is required. This form may be scanned and available for public view on the Mason County Web site. Revised: 6/11/2025 E Soun e Dr 70' � \ $� . � ! , O x� , @ & k D E r ) E II § ( / v » Co- > ) } m m .3a § ! I E § 2 ( f _ ( { § }E1 \ LE ' 4W E ) 0 ■ ■ jmom E > VI. C § / § ; ° / ) \ z ! � | § ®lilt § [ \ § 0 0 � � ■ � � ■ � � cZJ E E % ■ % eE % e � , _,— § % OOO o ; [ o ■ [ . 3 , \ ; Ii : « wa Oscar X02 Spec Sheet For # 32021-58-01004 Use Concrete Tanks, Modify Pump Tank To Provide An 18"Pass-thru Hole To Pump Side If Needed 1,200 Gallon Two Compartment Septic Tank W/Aeration In 2nd Compartment 1,000 Gallon Two Compartment Pump Tank Watertight Risers To Surface On Accesses With Secured State Approved Lids 4" Double Sweep Cleanout Before Septic Tank Follow Lowridge Onsite Technologies Installation Manual Headworks On Top Of Pump Tank - Remote Locate Air Pump At House For Shelter Oscar X02 Supplied Pump- Use A Pump Bucket/ Drill 1/2" holes at 9^ or Use Pump Screen pp p up from bottom Operational Float, And Alarm Float Required, Redundant Off Float Optional Follow Oscar Bed Preparation Per Lowridge Technologies Certification Video Maximum Upslope Excavation Depth is 6', Scarf Surface Across Contour With Teeth 11' Upslope Setback To Property Line For Drain Field For Water Line Installation 47.5' X 19' Drain Field, 900sf Minimum Disposal Area Of C-33 Sand - Two Capped Observation Ports In Disposal Area 1" Sch 40 Transport Lines To Coils, Install 6 Five Foot Coils Level On 6" Of C33 Sand Coils Tie Together In Groups Of 2 Forming 3 Laterals To The Supply & Return Lines Run Oscar X02 Setup Sequence / Run Air Pump Line To Diffusers In Septic Tank From House Low Voltage Electrical Circuits To Manifold/Valve Box On Pump Tank Three 120 Volt Supply Electrical Circuits - Two 15 Amp & One 20 Amp Air & Effluent Pump On Separate Circuits From Controller ,fie 9� 100809 ; Frank A Marcinko LLENSED DESIGNER O9072 oJ § g / -� \ & U % \ / gfl r 2 _ / O. + CD // 2 ` ? CD / © ° / r it / \ ( 2. © 2' U CD » - _ S« a/ / / Ga o F k \ � i.ri a + 0 ' /� @ $ n - + _ -a o U / n it 0O I + CL F n 2 ° a n CD + 0 + n CD I_n 2 + O | NJ in N i # - -4 U X02 Tanks 2/3 113 .awe, 9tOOGallon 1000waon, O 1/3-- _i -- A $ Treatment tank Discharge tank �P a 0 6 P e°l s 20100609 F; Frank A.Mar&k0 LICENSED DESIGNER 09042 e � W C0 y9 ID r a N tD 9 w y 0 no Cm (V N S d WI , N 33 CC 333 k ti Y Y 0 ! Op 0. 00 < C mm r __ iiflJItt!EjUJiiI11_ 11 Thermoplastic Reinforced Thermoplastic motor bracket and discharge with built-in guide bearing.This 1/2 HP pump has a stainless steel top bearing and motor coupling. These are assembled with our A.Y. McDonald stainless steel motors.Two wire single phase models include pump, motor, and 10 lead. This four inch submersible is supplied with grounded leads meeting the National Electrical Code(N.E.C.)specifications. The performance curve below will assist you in choosing the pump that meets your needs. A MODELS I E-30 6PM E 30 GPM 300 �I e 1/2 NP 122 FT.. • 53 P.S.I. = 200 UI loo 1/[NP•gSTA6ES S p Na 0 10 20 30 40 50 60 70 80 oe lea o p 80 Faurples 0 20 40 60 so 100 120 140 160 FLOW GPM Specifications t0T-30 1/2 Plastic 115 I 1094 9.53 23 itt le. Sd SUBMITTAL INFORMATION - Stainless steel pump shell and pump shaft - Powered byA.Y.McDonald submersible motors 1/2 HP. - Reinforced Thermoplastic diffusers and impellers - 1114 FNPT Discharge - Thermoplastic intake screen and cable guard NO-LEAD:The weighted average of the wetted surface of this no-lead product contacted by consumable water contains less than one quarter of one percent 10.25%)lead. OQ Lowridge Onsite technologies.Inc. Toll Free:1-811-416-8823 daveelowridgetech corn P.O.Boa 1179 Fax 1-425-335-3622 oscaronsite.com Lake Stevens,WA 98258 Al.McDonald considers the information on this assembly drawing correct when published Itern and option availability including specifications,are subject to change without notice. Submitted by: I/2022