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Home My WebLink AboutSWG2026-00147 - SWG Application / Design - 5/12/2026 MASON COUNTY 415 N 6TH STREET,SHELTON,97 ,WA 98584 • SHELTON:360-427-9670,EXT 400 BELFAIR:360-275-4467,EXT 400 Public Health & Human Services ELMA:360-482-5269,EXT 400 FAX:360-427-7787 On-Site Sewage System Permit: SWG2026-00147 C0UM� APPLICANT ALATALO ET VIR SHANNON Phone: Address: AUSTIN LEE CASTEEL ALLYN,WA 98524 OWNER ALATALO ET VIR SHANNON Phone: Address: AUSTIN LEE CASTEEL ALLYN,WA 98524 SEPTIC DESIGNER ALEX PAYSSE* Phone: 360-507-1546 Address: 3089 E Mason Benson Rd GRAPEVIEW,WA 98546 Site Address: UNKNOWN Primary Parcel Number: 123307600010 Permit Description: New 3bd gravity trench with Class B waiver Permit Submitted Date: 05/12/2026 Permit Issued Date: 06/02/2026 Issued By: Rhonda Thompson Current Permit Fees Paid: $670.00 (additional fees may be required upon installation of system). Permit Expiration Date: 05/20/2029 (based on date of inspection) Permit Conditions: I 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. Pam- �o Z 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/environmental/onsite/oss-inspection-request.php or call: 360-427-9670, extension 400. MASON COU NTY 415 N 6TH STREET,SHELTON, ,WAE 98584 • SHELTON:360 427-9670,EXT 400 BELFAIR:360-275-4467,EXT 400 Public Health & Human Services ELMA:360-482-5269,EXT 400 FAX:360-427-7787 8 This septic permit does not permit timber to be cut or removed on the property. Cutting and/or removal of more than 5,000 board feet of timber(including live, dead and down material) for personal use (i.e., firewood, fence posts, etc.)in any twelve-month period will require a Class IV-General Forest Practices Approval(FPA) from Mason County. The applicant indicated(by email) that they estimate I acre has been cleared on the site prior to 05/15/2026, that the timber was kept on site for personal use, and that there are no plans to clear any more timber. Further timber cutting or removal of any timber from the site will require a Class IV-General FPA from Mason County. 9 If this project surpasses 200 cubic yards of push, pull, cut, or fill of ground disturbance, not including drainfield areas or proposed building foundation areas, then Mason County requires a Land Modification (grading)permit. Stump removal and flattening out an area for building sites is ground disturbance. 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/environmental/onsite/oss-inspection-request.php or call: 360-427-9670, extension 400. OFFICIAL USE ONLY • MASON COUNTY DATE RECEIVED: C N AMOUNT RECEIVE : U ( RECEIVED BY: VC Public Health & Human Services cgc��PaFF v m Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 r � C N 415 N.6th Street-Shelton,WA 98584 S W G a_ _ a I / O ; T w 1 f Z Ch ON-SITE SEWAGE SYSTEM APPLICATION APPLICANT PHONE m M SHANNON ALATALO & AUSTIN CASTEEL z C MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE 1690 E TREASURE IS. DRIVE ALLYN WA 98524 m XXX NE. MAST ZIP RD BELFAIR WA 98528 NAME OF DESIGNER PHONE ALEX L PAYSSE �V �- ' 360-507-1546 N) NAME OF INSTALLER PHONE 0 I TBD PERMIT TYPE(select one) �y DRINKING WATER SOURCE N IO IIRESIDENTIAL OSS COMMUNITY ll COMMERCIAL OSS 3 PRIVATE INDIVIDUAL WELL ]PRIVATE TWO-PARTY WELL Z I TYPE OF WORK(select one) PUBLIC WATER SYSTEM MINEW CONSTRUCTION/UPGRADES ®REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ❑ TABLE X REPAIR I SUB MITTALS � ❑ SURFACING SEWAGE ❑ EXISTING FAILURE ❑SHORELINE LYLIDESIGN FORM(REQUIRED) 13SEPTIC DESIGN(REQUIRED) BEDROOMS I LOT SIZE WAS LOT CREATED AFTER 4/1/2025? r I qq�Z WAIVER(S)(IFAPPLICABLE) 5AC ❑ YES 0 NO 0 I O DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate) FROM BELFAIR. OUT NORTH SHORE RD. RIGHT ON SAND HILL RD. LEFT ON I I o LARSON BLVD. CONTINUE TO RIGHT ON MAST RD. FOLLOW TO GATE AND r I CONTINUE PAST UP TO NEWLY CLEARED LOT ON LEFT DOWN HILL. NEW o 0 DRIVEWAY, SEE SITE PLAN SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I O OFFICIAL USE ONLY BELOW THIS LINE UPGRADE/FAILURE SOURCE(for reporting purposes) ❑VOLUNTARY ❑MAINTENANCE/PUMPING ❑BUILDING PERMIT ❑HOME SALE ❑COMPLAINT ❑OTHER: INSPECTOR SOIL LOGS COMMENTS/CONDITIONS : SOIL CODES: RECORD DRAWING AND INSTALLATION REPORT V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINALAPPROVAL. INSPECTOR SIGNATURE DATE APPLICATI N EXPIRATION DATE APPLICATION APPROVED/ISSUED BY DATE S ( c'T o(i ( j4yyY1 ( ( ,f4 THIS FORM MAY B SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:4/1412025 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 1 2 3 3 0 - 7 6 - 0 0 0 1 0 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 may be scanned and available for public view on the Mason County Web site.Maximum paper size: II"X 17" ..b. PARCEL LDiONTFICTI01 Permit Number: SWG D-aa(Q 47 Designer's Name: ALEX L. PAYSSE Applicant's Name: SHANNON ALATALO Designer's Phone Number: 360-507-1546 Mailing Address: 1690 E TREASURE IS. DR Designer's Address: 3089E MASON BENSON RD ALLYN WA 98524 City State Zip GRAPEVIEW WA 98546 City State Zip Designer's Email alex@alpinesepticdesign.com PAR*MEtIiES - __ d 't W ., Treatment Device ❑Glendon ❑Sand Filter ❑Mound ❑Sand Lined Drainfield ❑Recirculating Filter ❑ATU ❑Other Treatment Level(check all that apply): El A ❑B ❑C ❑BLI El BL2 El BL3 El E El N Drainfield Type l 'Gravity 0 Pressure t 'Trench 0 Bed 0 Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 3 Schedule/Class 2729 PERF Daily Flow:Operating Capacity 270 gpd Length 50 ft Daily Flow:Design Flow 360 gpd Diameter 4 in Septic Tank Capacity(working) 1500 gal Number 4 Receiving Soil Type(1-6) 4 Separation 9+ ft Receiving Soil Appl.Rate 0.6 gpd/ft2 Orifices Required Primary Area 600 ft2 Total Number of Orifices - Designed Primary Area 600 ft2 Diameter - in Designed Reserve Area 600 ft2 Spacing - in Trench/Bed Width 3 ft Manifold Trench/Bed Length 200 ft Schedule/Class 3034 Elevation Measurements Length 30 ft Original Drainfield Area Slope 10 % Diameter 4 in New Slope,If Altered 10 % Preferred manifold configuration used? I 'Yes ❑No Depth of Excavation Up-slope 22 in Transport Pipe from Original Grade Down-slope 19 in Schedule/Class 3034 Designed Vertical Separation 18+ in Length 150 ft Gravel-based Drainfield Required? 16 Yes ❑No Diameter 4 in Pump Required? ❑ Yes 06No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day - Diff, in Elevation Between Pump&Uppermost Orifice - ft Dose quantity - gal Drainfield Squirt Height/Selected Residual(head) - ft Chamber Capacity(flood) - gal Uppermost Orifice❑Higher 0 Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head - gpm ❑ Timer O Elapse Meter ❑ Event Counter Calculated Total Pressure Head - ft If Timer: Pump on - ,Pump off - Comments APPROVED JUN 02 2026 MASON COUNTY ENVIRONMENTAL HEAR evised:4/14/2025 RET J 1 DESIGN FORM—PAGE TWO Assessor's Parcel Number: 1 2 3 3 0 -- 7 6 -- 0 0 0 1 0 Permit Number: SWG a.�o&LQ - CEO i -f- DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch [1 Test hole locations Q( Drainfield orientation and layout Reference depth from original grade: E6 Soil logs Ef Trench/bed dimensions and EI' Septic tank 66 Property lines critical distances within layout Q( Drainfield cover E1 Existing and proposed wells E6 D-Box/Valve box locations Reference depth from original grade within 100 ft of property 16 Septic tank/pump chamber and restrictive strata: 11 Measurements to cuts,banks, and locations 61 Laterals,trench/bed,top and surface water and critical areas Observation port location bottom Ef Location and orientation of Clean-out location 0 Curtain drain collector curtain drain and all absorption [?1' Manifold placement 0 Sand augmentation components ❑ Orifice placement Other cross-section detail: E9 Location and dimension of Qf Lateral placement with distance ❑ Observation ports/clean-outs primary system and reserve area to edge of bed Other Information E6 Buildings ❑ Audible/visual alarm referenced Yes No 0 Direction of slope indicator 16 Scale of drawing shown on scale E!J 0 Design staked out E6 Waterlines bar 0 E1 Recorded Notices attached &!1 Roads,easements,driveways, O Elevation benchmark and relative E I ❑ Waiver(s)attached parking elevations of system components O EI Pump curve attached 56 North arrow and scale drawing O E1 Evaluation of failure shown on scale bar Non-residential justification ❑ Ed Waste strength ❑ 9 Flow DESIGN APPROVAL The undersigned designer must be notified by installer at time of installation Yes 0 No Sign ture of Digner 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: Environmental Health pecialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped "Approved"by Mason County Public Health. ✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: _I ✓ 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:4/14/2025 / I x/ / 3 BEDROOM DRAINFIELD / (W/50'ATTN. ZONE) // OSS INSTALLER IS TO FINISH / 1/ CLEARING CLEARING DRAIN FIELD AREA IN ORDER / // /// / TO MINIMIZE SOIL DISTURBANCE. �� /// OLD ACCESS LOCATE WATERLINE 10'+ FROM / OSS COMPONENTS & LINES. DRIVEWAY / SEPTIC TANK / / I / /, / / / I I / ' / I / �/ /, FUTURE // i I I / WELL SITE //"/ / FUTURE I \ // �/, HOME SITE I c I I I / / / II APPROVED / /, JUN 022026 / // INSTALL CLEANOUT MASON COUNTY ENVIRONP�.EN fA BETWEEN TANK& HOME RE-T/ / ' 7 , // RECOMMEND CONTRACTOR / / / , & INSTALLER DISCUSS // / / �i// GRADES &OSS ELEVATIONS /E;, / PRIOR TO INSTALL. � 5110393 / o� ALEX L.PAY;'a LICENSED DESIGNER // EXPIRES , CUSTOMER:SHANNON ALATALO TEST HOLE 1 TEST HOLE 2 TEST HOLE 3 �N\ PARCEL: 1 2 3 3 0 - 7 6 - 0 0 0 1 0 0-45 LOAM/FS 0-45 LOAM/FS 0-45 LOAM/FS A 45+MOTT/GREY 45+MOTT/GREY 45+MOTT/GREY ALPINE SEPTIC SITE:XXX NE MAST RD ROOTS @ 45 ROOTS @ 45 ROOTS @ 45 -DESIGN- ALEX L PAYSSE,DESIGNER SHEET:SITE PLAN SCALE: 1"=100' DISCLAIMER: THIS IS NOT A SURVEY. REFERENCES INCLUDE:APPLICANT/COUNTY PROVIDED PLATS OR 3089 E MASON BENSON RD SURVEYS,FIELD MEASUREMENTS AND COUNTY GIS. DESIGN INTENDED FOR SEPTIC PURPOSES ONLY. GRAPEVIEW WA 98546 I I I PROPOSED DEVELOPMENT MAY BE SUBJECT TO OTHER DEPARTMENT/AGENCY REVIEW. DESIGNER NOT 360.507-1646 Jo 10.5 I 2. RESPONSIBLE FOR SETBACKS UNRELATED TO SEPTIC COMPONENTS. ADJUST LAYOUT AS NEEDED TO MAINTAIN INSTALL DEPTH W/CONTOURS OF SLOPE. ENSURE FINAL LAYOUT ACCOUNTS FOR ATTENUATION ZONE WITHIN PROPERTY(AS SHOWN). 50, -- 10 SL O►'E 9' 1� 9' /77 / 1T77] 2O ,Et/ / / 1i 50'ATTENUATION ZONE DOWNSLOPE �� Jf RECOMMEND CONTRACTOR & INSTALLER DISCUSS GRADES & OSS ELEVATIONS 4" 3034 PRIOR TO INSTALL. S/TINLET 0.0" A D-BOX S/TOUrLET (3.0") Q (� D-BOX OUTLET (39.0") A P P R 0 V L� LATERAL L LATERAL2 1` x N:4 JUN 0 2 20≤U LATERAL 3 (59.0" / 3034 LATERAL4 (70.0") 0? ALEX L;PAY:;3E�� MASON COUNTY ENV1RONMEN AL HEALTH LICENSED DESIGNER L�'(� j EXPIRES I\ET 7 CUSTOMER:SHANNON ALATALO TEST HOLE 1 TEST HOLE 2 TEST HOLE 3 �N\ "" PARCEL: 1 2 3 3 0 - 7 6 - 0 0 0 1 0 0-45 LOAM/FS 0-45 LOAM/FS 0-45 LOAM/FS 45+MOTT/GREY 45+MOTT/GREY 45+MOTT/GREY ALPINE SEPTIC SITE:XXX NE MAST RD ROOTS @ 45 ROOTS @ 45 ROOTS @ 45 -DESIGN- ALEX L PAYSSE,DESIGNER SHEET: DF DETAIL SCALE: 1"=9.9999' DISCLAIMER: THIS IS NOT A SURVEY. REFERENCES INCLUDE:APPLICANT/COUNTY PROVIDED PLATS OR 3089 E MASON BENSON RD SURVEYS,FIELD MEASUREMENTS AND COUNTY GIS. DESIGN INTENDED FOR SEPTIC PURPOSES ONLY. GRAPEVIEWWA 98546 I I PROPOSED DEVELOPMENT MAY BE SUBJECT TO OTHER DEPARTMENT/AGENCY REVIEW. DESIGNER NOT I 360.507-1546 0 0.5 I 1 2. RESPONSIBLE FOR SETBACKS UNRELATED TO SEPTIC COMPONENTS. OB PORT ORIG. & FINS. g"+ GRADE D BOX COVER - f USE FILTER I SPEED I FABRIC I LEVELERS I I TO EQUALIZE N FLOWS CV RISER/LID TO FINS. GRADE WASHED ROCK I GLUED TEE I >&= f F I I co _____ 1H! v I I N � I RESTRICTIVE I D-BOX ^< ' I LAYER I O O .un 02 2026 ' MASON COUNTY EN�IRONMENTAL NEALTN CLEANOUT 24"RISEgqS LID TO FINISHED GRADE WI THREADED CAP (ENSURE RISER IS SEALED TO TANK 8 WATER-TIGHT CONNECTION) FINISHED GRADE TO PUMP *`.K ..nn;=;a. }.y •sr,'° '�^+' AFs,L: 4 ,rs,;:•+ a: TANK OR OF 1 r„ FROM BUILDING WATER-TIGHT JOINTS 1500 GALLON SEPTIC TANK y MUST BE STATE APPROVED TANKi, INSTALL TANKS PER MANUFACTURER I}'= INSTALLATION INSTRUCTIONS �� r'• 4"ORENCO :� rti�4 W^sk�?y OUTLET FILTER a k 748GIRD otny S �� jt• (OR EQUIVALENT) � 51)0393 '� ALEX L.PAY.;SE�� LICENSED DESIGNER ' r EXPIRES `�+«k.t./�:i�', ie. ,.�R ,j' -.Ry'.•ti+ :r'�..t.w Y N,�,;'+.r iv.. .'I'" CUSTOMER:SHANNON ALATALO TEST HOLE I TEST HOLE 2 TEST HOLE 3 /N\ ,,f�- ' ' ' PARCEL: 1 2 3 3 0 - 7 6 - 0 0 0 1 0 0-45 LOAM/FS 0-45 LOAM/FS 0-45 LOAM/FS 45+MOTT/GREY 45+MOTT/GREY 45+MOTT/GREY ALPINE SEPTIC SITE:XXX NE MAST RD ROOTS @45 45 ROOTS @45 45 ROOTS @45 45 -DESIGN- ALEX L PAYSSE,DESIGNER SHEET: DF DETAIL(2) SCALE: NA DISCLAIMER: THIS IS NOT A SURVEY. REFERENCES INCLUDE:APPLICANT/COUNTY PROVIDED PLATS OR 3089 E MASON BENSON RD SURVEYS,FIELD MEASUREMENTS AND COUNTY GIS. DESIGN INTENDED FOR SEPTIC PURPOSES ONLY. GRAPEVIEW WA 98546 PROPOSED DEVELOPMENT MAY BE SUBJECT TO OTHER DEPARTMENT/AGENCY REVIEW. DESIGNER NOT 360.507-1546 D 0.5 1 2. RESPONSIBLE FOR SETBACKS UNRELATED TO SEPTIC COMPONENTS. i r General Installation & System Notes 1. Installer must contact designer for final inspection of the installation prior to cover. All components, including tanks, lids,transport line, drainfield, and water lines must be open for inspection. A$350.00 fee will be charged for time involved with the inspection of the installation and creation of the record drawing. The designer reserves the right to charge additional fees if multiple visits are needed due to installation errors or inaccessible components. 2. This septic design must be installed by a certified installer with the local health department. All components shall be installed according to state, county, and manufacturer requirements. For Homeowner Installs,the owner must get approval from the designer and local health department riot to attempting installation. 3. Designer is not a surveyor. Installer must familiarize themselves with property line locations prior to installation. Any confusion or conflicts with line locations should be reported to the property owner. A licensed surveyor may be necessary prior to installation to confirm all line locations. Any discrepancies found must be reported to the designer immediately. 4. Drainfield area may only be cleared by a licensed installer familiar with sensitive drainfield area preservation. The builder, lot developer, or property owner shall not clear the drainfield area. Any clearing required for drainfield installation shall not remove or disturb any top soil in Primary and Reserve areas. Removal or disturbance to drainfield soils could render design void. 5. The property owner and installer are responsible for locating all underground utilities(ex.water, gas,electric)prior to installation. Any utility locations shown within design drawings are likely approximate and may not be exact. 6.All proposed tanks must be installed on original soils or compacted gravels. Extend all tank connection lines out onto original soil to avoid settling issues. Risers and lids must be brought to finished grade and left accessible for future operations and maintenance. Component manufacturers(ex.ATU, Glendons,) may have other requirements not listed within this design. 7.All electrical wiring shall be done by a licensed electrician or homeowner(if allowed)and must be permitted through Labor and Industries. Designer not responsible for electrical permitting or other electrical specific code requirements. 8.The proposed septic system should be installed in dry weather conditions. Any failed attempts at installation during wet weather conditions may render this design void. 9. Maintain 1 Oft to waterlines with all septic components& lines, unless approval within design/permit provides a reduced setback. Additional sleeving&install details may apply on reduced setbacks granted. 10. This design may include waiver applications with specific mitigation measures pertaining to installation,operation and maintenance of the proposed components. 11. Stormwater runoff,footing drains, roof drains must be diverted away from any septic system components. No curtain,foundation, perimeter drains shall be installed 30ft downslope and 1 Oft upslope of drainfield areas. 12. Field staking and measurements taken are approximate. Installer may need to re-stake/layout drainfield laterals/beds prior to installation, level w/contours using a laser level in order to maintain the approved depth of excavation. Contact designer w/any problems related to drainfield layout prior to attempting installation. 13. All onsite septic systems require regular maintenance to verify satisfactory operation. The system owner/operator is responsible for the continuous operation and maintenance of the system per WAC 246-272A. For operation and maintenance information, refer to Mason County Public Health Homeowner's Manual,which should be received after installation approval. 14. System owner should be cautious of landscaping around septic components. Root intrusion can cause premature failure of the drainfield area. In addition, bushes and trees should be kept away from lids and other septic maintenance points. 15. Changes made at time of installation may impact designer calculations, pump sizing, and compliance w/county and state requirements. Contact design prior to install w/any proposed variations from design. Changes may result in additional fees& permitting. 16. This design is site specific and intended to meet state and county requirements that are related to the system components being proposed. Any placement of proposed buildings, proposed wells or other non-related items on these drawings may or may not meet other requirements. R 0 V E D CUSTOMER:SHANNON ALATALO PARCEL: 1 2 3 3 0 - 7 6 - 0 0 0 1 0 JUN 02 2026 =� ALPINE SEPTIC SITE:XXX NE MAST RD ASON COUNTY ENVIRONMENTAL DESIGN- Gj 6110393 4 ALEX L.PAYL'�E�� ALEX L PAYSSE,DESIGNER SHEET: NOTES SCALE: NA RET LICENSED DESIGNER 3089E MASON BENSON RD GRAPEVIEWWA 98546 I I I EXPIRES 360-507-1546 0 0.5 1 2