Loading...
HomeMy WebLinkAboutSWG2025-00338 - SWG Application / Design - 8/26/2025 'MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 SHELTON:360-427-9670,EXT 400 .I BELFAIR:360-275-4467,EXT 400 IV Public Health & Human Services ELMA:360-482-5269,EXT 400 FAX:360-427-7787 On-Site Sewage System Permit: SWG2025-00338 APPLICANT HYLAND RANDY&GLENDA Phone: Address: 15114 74TH ST E SUMNER, WA 98390 SEPTIC DESIGNER Hunter, Adam Phone: 360 753-1226 Address: 2201 93rd Ave SW Olympia, WA 98512 Site Address: 71 W Colville Trl Primary Parcel Number: 519175200094 Permit Description: SEPTIC FOR PROPOSED NEW SFR Permit Submitted Date: 08/26/2025 Permit Issued Date: 03/16/2026 Issued By: Jeff Wilmoth Current Permit Fees Paid: $1,000.00 (additional fees may be required upon installation of system). Permit Expiration Date: 03/16/2029 (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 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 ktfi6idri \y MASON COUNTY DATE RECEIVED: �s /��� �`/ X17 D J AMOUNT RECEIVED: RECEIVED BY: �_ / in � .. Public Health & Human Services ✓�Jl/!]/,`(x�\ Cl) Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 ≤ Cl) 415 N.6th Street-Shelton,WA 98584 SWG 202_5 - 00 `g3< N Z CLEAR FORM ON-SITE SEWAGE SYSTEM APPLICATION x. APPLICANT PHONE m m RANDY HYLAND 2536911308 Z c MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE 15114 74TH ST E SUMNER WA 98390 °m° SITE ADDRESS-STREET,CITY,ZIP CODE ••.• 71 W COLVILLE TRAIL ELMA WA 98541 I NAME OF DESIGNER PHONE CO ADAM HUNTER 3607531226 I v NAME OF INSTALLER PHONE v I ^) TBD TBD ≤ o PERMIT TYPE(select one) DRINKING WATER SOURCE 7 I 74 CO LIRESIDENTIAL OSS COMMUNITY OSS In==COMMERCIAL OSS UJj PRIVATE INDIVIDUAL WELL L PRIVATE TWO-PARTY WELL z I p TYPE OF WORK(select one) a PUBLIC WATER SYSTEM LAKE ARROWHEAD ' ILJ.''NEW CONSTRUCTION/UPGRADES REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) O TABLE X REPAIR I SUBMITTALS O SURFACING SEWAGE O EXISTING FAILURE O SHORELINE W 'DESIGN FORM(REQUIRED) IETSEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFTER4/1/2025? r I EWAIVER(S)(IF APPLICABLE) 2 0.36 ❑ YES Q NO n r DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate) SATSOP CLOQUALLUM RD TO A RIGHT ON COLVILLE TRAIL TO SITE ON THE LEFT I I- O -I I 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) 0 VOLUNTARY 0 MAINTENANCE/PUMPING ❑BUILDING PERMIT ID HOME SALE ['COMPLAINT ❑OTHER: INSPECTOR SOIL LOGS COMMENTS/CONDITIONS C112-vi . -65i-kb LeS lit, 5 t +..„, 6.:..0 3-9--.2k, 5 (,2__ 11--v ihsS " 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 FINAL APPROVAL. INS TOR IGNATURE �"� � DATE APPLICATION EXPIRATION DATE CATION APPROVED/ISSUED BY DATE tk,( Jtth� ����-��� 3��' THI FOR BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:4/14/2025 ( DESIGN FORM—PAGE ONE Assessor's Parcel Number: 519175200094 -- -- 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. '1 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: 11"X 17" PARCEL IDENTIFICATION Permit Number: SWG Designer's Name: ADAM HUNTER Applicant's Name: RANDY HYLAND Designer's Phone Number: 3607531226 Mailing Address: 15114 74TH ST E Designer's Address: PO BOX 162 SUMNER WA 98390 City State Zip OLYMPIA WA 98507 City State Zip Designer's Email JHANDASSOCIATES@HOTMAIL.COM DESIGN PARAMETERS Treatment Device O Glendon O Sand Filter O Mound 0 Sand Lined Drainfield 0 Recirculating Filter Er ATU BNR500 ❑Other Treatment Level(check all that apply): J A �J B IC I BL1 J BL2 J BL3 J E J N Drainfield Type OSCAR II 0 Gravity 0 Pressure O Trench ❑Bed I2/Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 2 Schedule/Class OSCAR Daily Flow:Operating Capacity 180 gpd Length OSCAR ft Daily Flow:Design Flow 240 gpd Diameter 60 in Septic Tank Capacity(working) 1000 gal Number 4 Receiving Soil Type(1-6) 4 Separation 0.5 ft Receiving Soil Appl.Rate 0.6 gpd/ft2 Orifices Required Primary Area 400 ft2 Total Number of Orifices OSCAR Designed Primary Area 403 ft2 Diameter OSCAR in Designed Reserve Area 403 ft2 Spacing OSCAR in Trench/Bed Width 13 ft Manifold Trench/Bed Length 31 ft Schedule/Class 40 Elevation Measurements Length 31 ft Original Drainfield Area Slope 0 % Diameter 1 in New Slope,If Altered 0 % Preferred manifold configuration used? IlYes O No Depth of Excavation Up-slope 12 in Transport Pipe from Original Grade Down-slope 12 in Schedule/Class 40 Designed Vertical Separation >12 in Length 20 ft Gravel-based Drainfield Required? 0 Yes I 'No Diameter 1 in Pump Required? 6'Yes 0 No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 240 Diff. in Elevation Between Pump&Uppermost Orifice 5.2 ft Dose quantity 1 gal Drainfield Squirt Height/Selected Residual(head) OSCAR ft Chamber Capacity(flood) 1000 gal Uppermost Orifice'Higher 0 Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head 12 gpm d Timer IJ'Elapse Meter 'ZI Event Counter Calculated Total Pressure Head 8.302 ft If Timer: umP_ n�^[dt. r2 SEf' ,A or ,prom 3MIN 38SEC T'rv"i la vi u " Fv,e Comments YM r r �'1 ft pl `- 1 .t,, y MAR 6 % 'r._-, caz M vbON COUNT L V`4PONNIFMITAI HFALTH J, V Revised:4/14/2025 DESIGN FORM—PAGE TWO Assessor's Parcel Number: 519175200094 -- Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch P1 Test hole locations 6' Drainfield orientation and layout Reference depth from original grade: g Soil logs Er Trench/bed dimensions and Er Septic tank g Property lines critical distances within layout 6a' Drainfield cover g Existing and proposed wells D-Box/Valve box locations Reference depth from original grade within 100 ft of property E1 Septic tank/pump chamber and restrictive strata: g Measurements to cuts,banks, and locations 6d Laterals,trench bed,top and surface water and critical areas E2' Observation port location bottom 13' Location and orientation of 6Z Clean-out location 6d' Curtain drain collector curtain drain and all absorption Ef Manifold placement g Sand augmentation components ®' Orifice placement Other cross-section detail: g Location and dimension of Ef Lateral placement with distance M' Observation ports/clean-outs primary system and reserve area to edge of bed 1� Buildings Other Information Er Audible/visual alarm referenced Yes No g Direction of slope indicator ❑' Scale of drawing shown on scale g O Design staked out g Waterlines bar 0 O Recorded Notices attached El Roads, easements,driveways, 0 Elevation benchmark and relative O O Waiver(s)attached parking elevations of system components E O Pump curve attached 121 North arrow and scale drawing O O Evaluation of failure shown on scale bar Non-residential justification ❑ ❑ Waste strength ❑ ❑ Flow DESIGN APPROVAL The undersigned designer m t be no fled by r-aU me of installation 'Yes O No .,� 3/4/26 ur ►fD- igner Date The undersigned has reviewed this de ign •n behalf of Mason County Public Health and determined it to be in compliance with state and local o 'te ulations: E irom 1 Hea h Specialis Date CAUTION: DESIGN APP OVAL 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: ✓ 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. 0 V rt: ERA An Installation Fee is required. P P Rthu This form may be scanned and available for public view on th ±lison Kititoty NV9p,Mte. Revised:4/14/2025 MASON COUNTY ENVIRONMENTAL HEAL T n PAGE 1 MASON COUNTY HEALTH DEPARTMENT ON-SITE SEWAGE DISPOSAL SYSTEM DESIGN SITE#: PARCEL#:519175200094 DATE SUBMITTED:8/18/2025 LEGAULOT#:LAKE ARROWHEAD #3 LOT 94-95 SUBMITTED BY: ADAM HUNTER APPLICANT: RANDY HYLAND ADDRESS: 15114 74TH ST E SUMNER,WA 98390 I.CALCULATIONS NUMBER OF BEDROOMS= 2 RESIDENTIAL GPD FLOW= 240 IF NON-RESIDENTIAL-GPD FLOW WILL BE AS FOLLOWS: GPD= APPLICATION RATE= 0.6 GPD/FT2 REDUCTION=LEAVE BLANK IF NO REDUCTION TAKEN DRAINFIELD SIZING ABSORPTION AREA= 403 FT2 TRENCH LENGTH OR BED CONFIG.= 13'X 31' PER OSCAR II.WATERPROOF SEPTIC TANK COMPOSITION AND SIZE= 1000GAL.NUWATER BNR500 NEW OR EXISTING= ATU TANK III.DRAINFIELD CROSS SECTION SAND DEPTH= 0'-6" IV.PRESSURE CALCULATIONS USING PIPE CLASS 40 ORIFICE NETAFIM DRIPLINE LENGTH DIAMETER FLOW FRICTION LOSS SECTION (FT) (IN) (GPM) (FT) SUPPLY 20.00 1.00 12.000 1.5509 RETURN 20.00 1.00 12.000 1.5509 TOTAL= 3.1017 **TOTAL HEAD LOSS ** 1)FRICTION LOSS THROUGH SYSTEM= 3.102 2)ELEVATION DIFFERENCE = 5.200 TOTAL= 8.302 53 ` 4 IS 6 A 03/04/26 r * \co E.- � �hEPs-\), � �c-0\()‘. Q ME ADM r ,LUU . rruuTra lr�r'�j1ya� 1 ttin• PAGE 2 V.CHECK THE PUMP CAPACITY. PUMP: A.Y.MCDONALD 30GPM-1/2HP PUMP(MODEL#22050E2AJ) (PER OSCAR) EXCESS TDH 50.00 (PER OSCAR) TOTAL HEAD LOSS IN SYSTEM 8.30 STANDARD PUMP CONFIGURATION IS SUFFICIENT? YES 03104/26 J S N rl U 1 l nv `k3;- �-0 ql a'c .q�l Atl1fIJ IrU LATER ' J AI 1..�5 y F1'i: t` I Ir 'h It _ �J:�, �s5•_� GG"' �. ` i q-;4 r„, „,„ ,n,r., g'S8 MAR 16 MASON COUNTY ENVIRONMENTAL HEALTH J SCALE-1"=30'-0" / / NOTES: 100 RBM IS GROUND EL @ PROPERTY CORNER(REM=100.0) -RESTRICTIVE LAYER BELOW 14- -FIVE TIMES RULE MET -NO WELLS WITHIN Mar OF DRAINFIELD ,TR;51917520 -ELAPSE TIME METER AND EVENT COUNTER REQUIRED •RISERS TO SURFACE REQUIRED OVER ALL TANK LIDS • 114.5. 3', SOIL LOGS PROPOSED OSCAR II DRAINFI 1) FILL 1°0-1°' 31' 'OSCAR.IIR/A GRAVELLY SANDY LOAM(WI ROOTS) 10-20' r / 21 FILL 0-B• _, ..-,_ GRAVELLY SANDY LOAM(VJI ROOTS) 0.28• O 3 -- J B) SANDY LOAM MI ROOTS) D-14` MOTTLING 14, \� O 50'-1" H40 SUPPLY/RETURN LINE 4) SANDY LOAM(W/ROOTS) D-14• 1 MOTTLING 14•, DWORKS(SEE DETAIL PG 2) OPOSED 1000GAL PUMP CHAMBER(PUMP EL-95.0) O••• PR OSED NUWATER BNR500 ATU IN ATU TANK r _ - - _ (IN. L-98.3/OUT.EL-98.0) •ROPOSED ST OUT/CLEANOUT(IE-98.8) - - - - 1 131'0 j !PROPOSED 2 BDRM RESFOOI1PRINT - / IX ' SHE B I I W--1 1 I L DRNE -` J L - JO \ TP:519175200094 .... 134'4 A..\ t REVISION-2/24/26-NEW TEST HOLES FURTHER BACK ON LOT AND DRAINFIELD SHIFT THIS IS NOT SURVEY: SITE FEATURES.TOPOGRAPHY,ELEVATIONS AND BENCHMARKS ARE BASED ON ASSUMED DATUM PROVIDED BY THE OWENER AND COUNTY PLANNING RECORDS AND ARE INTENDED ONLY FOR 1HE -.ti,` ,3.; � REVIEWAND CONSTRUCTION OF THE PROPOSED SEPTIC SYSTEM DESIGN.AM HUNTER 6 ASSOCIATES '+P'�,`/ RECOMMENDS THATA LICENSED PROFESSIONAL LAND SURVEYOR ALWAYS BE USED TO SET CORNER, _ ESTABLISH LOT DUES.DETERMINE ELEVATIONS AND TOPOGRAPHY AND/OR PROVIDE A LEGAL SITE PLAN. LP NAVOBB IS UNKNOWN CD '° ,III A FEE MAY BE CHARGED AFTER INSTALLATION FOR FINAL INSPECTION&RECORD DRAWING C� 03(0g(26 SATSOP CLOQUALLUM RD TOA RIGHT ON COLVILLE JIM HUNTER AND ASSOCIATES �y= ��t TRAIL TO LOT ON THE RIGHT- P.O.BOX 1B;OLT,WA SSW 1S3.4226 +K w+sscarts.D+,..amu Z. ' DESIGNER-ADAM HUNTER r /`° 1O , SEPTIC SYSTEM DESIGN FOR- m >•j"}I=i' RANDY HYLAND teila tw'' '''4i-i:4'' o M1. 71W COLVILLE TR 4 cp _,? SATSOP CLOQUALLUM ANAL- LAKE ARROWHEAD 03 LOTS 94,95 hSF2 r.� W. 519175200094/95 I SITED rsy • D• , Vii r ,L,351,:1,40,' OSX-240-5 HWN-.7-RF-AUTOMATIC HEADWORKS DETAIL-NO SCALE OVERALL LENGTH=31FT MIN.SHOULDER LENGTH A W W Y t. ... , , ::„ r. 1: ;1 .1, a_ ,_ CO— •. . . *, A-.--I f==='''f=1 0 Et ItPlan Vlew W Z J OS-50 1-1,11,CAP Z �� '-T mecum,nRAnF n 'f ORIGINAL GRADE F' 1•\ CK ea. 00441 SAND rrAMc 10r11O4t Y PREMED sOLslwc[-- Q I- BASAL WIDTH 13FT 1 ~ 0 Z Sectton A O r �IL�rltrElnl€' _F • y: ...,,CEp uW.E.. iey;Ner.. ".,... ..,,,,,,,AOrAtAt.,.n,.dav ena,,nLwh vg�ag; .Al ,,,, OSCAR HEADWORKS SETUP: Place valve 1&2 toggle switch end pump 1 toggle switch to MAN position. NUWATER BNR500 1000 Gallon Pre-cast Concrete Pump should dose and et Uvee pressure gauges should stabilize about 50 psl. Treatment Vessel Single Compartment Discharge Tank Gauge 3 may read as low es 40 psi.No water should be flowing into septic tank. D t'•,. :- ; Place valve 3&4 toggle switch to MAN and valves I&2 toggle switch to OFF. CT �''' ___ _ ____ _ pump El in MAN.Pump should run,pressures should change:gauge 2 highest __ , pressure,gauge 1 less Nan 2,and gauge 3 should indicate 11 psi.Water should .p'P„__.t_,`"a be flowing into septic tank very rapidly. C7 •y��------5, ,1 •'�,3s .•Yi�YC•I;: :kv � _' ;av„y N,�Sp„yv��,s �.s l -hEN Place valves 1&2 and valve 5 in MAN position and valves 3&4 In OFF position, 11�1� ' < Y and pump 1 in MAN.Pressure on gauge 1&2 should Indicate about the same y _■I�Iltl►'rtll�l� � !�— $j 03(0426 Pressure,end gauge flues should indicate between 0-3 psi and wafer should he JIM HUNTER AND ASSOCIATES !++1� yl.smv9on+.Pauy 4 - , N Growing into septic tank ale moderate rata. P.0.90%163,OLY,WA 9BSeT T53172fi nw+wssncxn54ronw-[ox f33333M, ' I`• l Position ell toggle switches to AUTO. L d� - t{Wp `''t7. e.Check timer tlefault settings: DESIGNER-ADAM HUNTER �m (-f7 ;$ q ®p�� yt s }j SEPTIC SYSTFJA DESIGN FOR- Z x: .Hera7. le.,a>oe.e T.may4,,me b �, 4'MIN. �S V1 OFF=3 minutes 38 seconds L = } 'r;,y' .,1 V1 ON=22 seconds RANGY iIYIANO r P r �o-xA�.mw,waw.w+ r•1 $en V2 OFF=30 seconds SrtEADOR- C) p`�'••', i �, V2 ON=15 seconds 711N COLVILLE TR z f• t y LLLff451Y{�STsss.\nc � �,t�"' VIV3 OFF=30 seconds LEGAL- I2DF2 S irato.d'.,ISihd r,y,Y,yxahlr.:J.'r.S�ir.S?t:reANr.rat ;k;,�.,p:;, v; q,p at p gip. sy!T V7V3 On=2 minutea f�l!�4?C [Ixfs9 sirnoN TPa 919179200094 ISREtl z '41461a S. Itlii , 0NUWE. OFFICIAL USE ONLY i MASON COUNTY DATE RECEIVED: a _ QJ� 7 ' ,,�5 D U) '1, AMOUNTRECENE RECEIVED BY C s f Public Health & Human Services 6556okozaCU Cn D v Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 Z 415 N.6th Street-Shelton,WA 98584 SWG Q(:) 5 V - / '� O 2 -'' . ��) Z Cl) CLEAR FORM ON-SITE SEWAGE SYSTEM APPLICATION fn APPLICANT PHONE rn RANDY HYLAND -....., 2536911308 z c MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE C 15114 74TH ST E Ki SUMNER WA 98390 corn SITE ADDRESS-STREET,CITY,ZIP CODE L-� N m 71 W COLVILLE TRAIL 0-11-11N I ELMA WA 98541 I (71 NAME OF DESIGNER (. I PHONE CO ADAM HUNTERS 3607531226 oi NAME OF INSTALLER c ....::,.....--- PHONE I IV TBDCo TBD ≤ o PERMIT TYPE(select one) DRINKING WATER SOURCE RESIDENTIAL OSS ETCOMMUNITY OSS Iu.COMMERCIAL OSS E PRIVATE INDIVIDUAL WELL E PRIVATE TWO-PARTY WELL z p „C TYPE OF WORK(select one) 7 PUBLIC WATER SYSTEM LAKE ARROWHEAD ' i RNEW CONSTRUCTION/UPGRADES EREPAIR/REPLACEMENT OTHER DETAILS(select all that apply) O TABLE X REPAIRI I 1 SUBMITTALS O SURFACING SEWAGE O EXISTING FAILURE O SHORELINE CO DESIGN FORM(REQUIRED) INJ SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFTER 4/1/2025? r I hWAIVER(S)(IF APPLICABLE) O 2 0.36 0 YES ❑J NO t z DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gale) SATSOP CLOQUALLUM RD TO A RIGHT ON COLVILLE TRAIL TO SITE ON THE LEFT I I r O SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. OFFICIAL USE ONLY BELOWTHIS LINE UPGRADE/FAILURE SOURCE(for reporting purposes) O VOLUNTARY O MAINTENANCE/PUMPING ❑BUILDING PERMIT ['HOME SALE ['COMPLAINT O OTHER: INSPECTOR SOIL LOGS 1 COMMENTS/CONDITIONS. i. (- d ' e“ are;, t. €2,\_,,.,,,6,./q 1)...._ D 4- (Of Z0Z Z1Z) 1.-f To-13 0 _ IX F`t © IL- .Z.� " 1- (Ty*�� Nv. V- Q 1j Rai t-Id., • L. 1 SOIL CODES: RECOR NO RhALLAT Eft Y (.0‘ � ti V=VERY GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL. INSPECTOR„ IGNATURE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED/ISSUED BY DATE A ,y I.6....?.. THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW=ON THE MASON COUNTY WEBSITE Revised:4/14/2025