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Home My WebLink AboutSWG2025-00332 - SWG Application / Design - 8/19/2025 A MASON COUNTY 415 N 6TH LTON: SHELTON, EXT 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: SWG2025-00332 APPLICANT ANZALONE DIANA M Phone: 253-778-0409 Address: 2513 CASCADE PLACE W UNIVERSITY PLACE,WA 98466 SEPTIC DESIGNER ADAM HUNTER* Phone: 360-753-1226 Address: PO Box 162 OLYMPIA,WA 98507 SEPTIC DESIGNER Hunter,Adam Phone: 360 753-1226 Address: 2201 93rd Ave SW Olympia,WA 98512 Site Address: 40 W QUINAULT TRL Primary Parcel Number: 519175200048 Permit Description: PROPOSED SEPTIC FOR NEW SFR Permit Submitted Date: 08/19/2025 Permit Issued Date: 05/18/2026 Issued By: Rhonda Thompson Current Permit Fees Paid: $555.00 (additional fees may be required upon installation of system). Permit Expiration Date: 08/28/2028 (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 Drain field 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 � ' • T MASON COUNTY DATE RECENED: O� o - a5 C Cl) AMOUNT RECEN RECEIVED BY: Public Health & Human Services �j�5 v Cl) Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 415 N.6th Street-Shelton,WA 98584 S\A/G Op ;,,z:5;,,z:5 _ S O O � Z N ON-SITE SEWAGE SYSTEM APPLICATION APPLICANT PHONE rn rn DIANA ANZALONE 2537780409 z MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE C 7031 S LAWRENCE ST TACOMA WA 98409 m SITE ADDRESS-STREET,CITY,ZIP CODE 40 W QUINAULT TR ® ELMA WA 98541 NAME OF DESIGNER � PHONE ADAM HUNTER 3607531226 NAME OF INSTALLER 1 PHONE 21 MTBD PERMIT TYPE(select one) DRINKING WATER SOURCE Cl) JRESIDENTIAL OSS ]COMMUNITY OSS fa7,COMMERCIAL OSS LI)PRIVATE INDIVIDUAL WELL ILL;PRIVATE TWO-PARTY WELL O 100 TYPE OF WORK(select one) PUBLIC WATER SYSTEM ILv1,''NEW CONSTRUCTION/UPGRADES ILI;!REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ❑ TABLE X REPAIR I SUB MITTALS ❑ SURFACING SEWAGE ❑ EXISTING FAILURE ❑SHORELINE I� 1DESIGN FORM(REQUIRED) INJ_SEPTIC DESIGN(REQUIRED) BEDROOMS I LOT SIZE I WAS LOT CREATED AFTER 4/1!20257O1 5 vWAIVER(S)(IF APPLICABLE) 2 0.34 ❑ YES ❑ NO 0 DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate) SATSOP CLOQUALLUM RD TO A RIGHT ON QUINAULT TR TO SITE ON THE RIGHT. I I 0 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 DCOMPLAINT ❑OTHER: INSPECTOR SOIL LOGS COMMENTS/CONDITIONS T -(' 1Prz,: -IzESL (2k- pak ! 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 APPLICATION EXPIRATION DATE APPLICATION APPROVED!ISSUED BY DATE c\ wvfbw1 Vf2 <' 31 ió1?4 THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:4/14/2025 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 519175200048 -- -- 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: 11"X 17" PARCEL IDENTIFICATION Permit Number: SWG 1 'i Designer's Name: ADAM HUNTER Applicant's Name: DIANA ANZALONE Designer's Phone Number: 3607531226 Mailing Address: 7031 S LAWRENCE ST Designer's Address: PO BOX 162 TACOMA WA 98409 City State Zip OLYMPIA WA 98507 City State Zip Designer's Email JHANDASSOCIATES@HOTMAIL.COM DESIGN PARAMETERS Treatment Device ❑ Glendon ❑ Sand Filter ❑Mound ❑ Sand Lined Drainfield ❑ Recirculating Filter Q ATU XO2 ❑Other Treatment Level(check all that apply): J A .J B J C J BL1 J BL2 J BL3 J E J N Drainfield Type OSCAR XO2 ❑Gravity O Pressure O Trench 0 Bed 6 '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 5 Receiving Soil Type(1-6) 5 Separation 0.5 ft Receiving Soil Appl.Rate 0.4 gpd/ft2 Orifices Required Primary Area 600 ft2 Total Number of Orifices OSCAR Designed Primary Area 600 ft2 Diameter OSCAR in Designed Reserve Area 600 ft2 Spacing OSCAR in Trench/Bed Width 19.4 ft Manifold Trench/Bed Length 31 ft Schedule/Class 40 Elevation Measurements Length 30 ft Original Drainfield Area Slope 0 % Diameter 1 in New Slope,If Altered 0 % Preferred manifold configuration used? t 'Yes O No Depth of Excavation Up-slope 0 in Transport Pipe from Original Grade Down-slope 0 in Schedule/Class 40 Designed Vertical Separation 12 in Length 20 ft Gravel-based Drainfield Required? ❑Yes Ef No Diameter 1 in Pump Required? 'Yes ❑No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 411 Diff. in Elevation Between Pump&Uppermost Orifice 5.5 ft Dose quantity 0.584 gal Drainfield Squirt Height/Selected Residual(head) OSCAR ft Chamber Capacity(flood) 1000 gal Uppermost Orifice M'Higher O Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head 12 gpm 6Z'Timer Q'Elapse Meter 'Z Event Counter Calculated Total Pressure Head 8.602 ft If Timer: Pump on 30SEC pu- p off 3MIN Comments A P U V MAY 182026 u IT UI Revised:4/14/2025 DESIGN FORM—PAGE TWO Assessor's Parcel Number: 519175200048 -- -- Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch E?( Test hole locations 6d Drainfield orientation and layout Reference depth from original grade: Soil logs M' Trench/bed dimensions and ® Septic tank Property lines critical distances within layout 6d' Drainfield cover 121 Existing and proposed wells Ed' D-Box/Valve box locations Reference depth from original grade within 100 ft of property Ed Septic tank/pump chamber and restrictive strata: 1Z Measurements to cuts,banks, and locations Ed' Laterals,trench/bed,top and surface water and critical areas 9 Observation port location bottom [Z Location and orientation of E' Clean-out location Curtain drain collector curtain drain and all absorption 121 Manifold placement 6d" Sand augmentation components 9 Orifice placement Other cross-section detail: Location and dimension of ®' Lateral placement with distance Observation ports/clean-outs primary system and reserve area to edge of bed f� Buildings Other Information Audible/visual alarm referenced Yes No 121 Direction of slope indicator [a' Scale of drawing shown on scale l2( ❑ Design staked out 9 Waterlines bar ❑ 0 Recorded Notices attached F9 Roads, easements,driveways, Elevation benchmark and relative ❑ ❑ Waiver(s)attached parking elevations of system components ❑ Pump curve attached 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 ndid by installer at time of installation Yes O No 9/15/25 S iure f Designer Date The undersigned has reviewedgn on behalf of Mason County Public Health and determined it to be in compliance with state and locregulations: Environmental ealth S ecialist 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: ✓ 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 PAGE 1 MASON COUNTY HEALTH DEPARTMENT ON-SITE SEWAGE DISPOSAL SYSTEM DESIGN SITE#: PARCEL#:519175200048 DATE SUBMITTED:9/15/2025 LEGAULOT#:LAKE ARROWHEAD #3 TR 47-48 SUBMITTED BY: ADAM HUNTER APPLICANT: DIANA ANZALONE ADDRESS: 7031 S LAWRENCE ST TACOMA,WA 98409 I.CALCULATIONS NUMBER OF BEDROOMS= 2 RESIDENTIAL GPD FLOW= 240 IF NON-RESIDENTIAL-GPD FLOW WILL BE AS FOLLOWS: GPD= APPLICATION RATE= 0.4 GPD/FT2 REDUCTION=LEAVE BLANK IF NO REDUCTION TAKEN DRAINFIELD SIZING ABSORPTION AREA= 600 FT2 TRENCH LENGTH OR BED CONFIG.= 31'X19.4' PER OSCAR 11.WATERPROOF SEPTIC TANK COMPOSITION AND SIZE= 1000GAL-X02 TANK NEW OR EXISTING= NEW 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 = 5.500 TOTAL= 8.602 . - 9/15/25 PdAS MAY 18 2026 ON COUNTY ENWRONh4ENTAL HEALTH Ci[`.t'ii$F:i ISF'54S9t`k"" i 1 26 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 SYSTEM8.60 STANDARD PUMP CONFIGURATION IS SUFFICIENT? YES 9/15/25 AOACY.i II LINTER �.ZSS1��i�At�4 26 APPROVED MAY 18 2026 MASON COUNTY ENVIRONMENTAL HEALTH RET a- w SCALE-1'=20'-0" CO NOTES N P� o -RESTRICTIVE LAYER BELOW 15° -FIVE TIMES RULE MET -NO WELLS WITHINIOD'OFORAINFIELD TP519175200047 00 f- _. -ELAPSE TIME METER AND EVENT COUNTER REQUIRED IJR -RISERS TO SURFACE REQUIRED OVER ALL TANK LIDS '- c W SOIL LOGS ,_REM IS GROUND EL.@ CARPORTCORNER 2(k eM.=100.0) 1) SANDY LOAM(SILT LOAM AT BOTTOM) -__ MOTTLED SAND ANO GRAVEL LCD 2) SANDY LOAM(SILT LOAM AT BOTTOM) 0.13° )2/A' (_) TL 7 MOTED SAND AND GRAVEL 13 PROPOSED OSCAR X02 °- so': O O EXIST1G CARP RT(REMOVE) I 19,, PROPOSED OSCAR X02 D INFIELD 1, TANK DETAIL-NO SCALE f- 100 I 20'-1°SCH40 SUPP Y/RETURN LI ES /�...e'^�I� .r� I I)EADWORKS(SEE DETAIL PG 2 Zw.m, w Q PROPOSED 1000GAL-2 COMP.PUMP TANK(SEE DETAIL)-PUMP EL.-95.0) PROPOSED 1000GAL.X02 TR TMENT TANK m (IN.EL-98.51 OUT.EL.-982) DRIVE PROPOSED STUBOUT I CLEANOUT(IE.-9 0) 9/15/25 004 IEROP OSED 2 BOHM-BUILOING ENVE TOPE NO'S J,Ru.vi5R t �-- 'wi11�� 26 TP:519175200048 THIS IS NOTA SURVEY: SITE FEATURES,TOPOGRAPHY,ELEVATIONS AND BENCHMARKS ARE BASED ON ASSUMED DATUM PROVIDED BY THE OW ENERAND COUNTY PLANNING RECORDS AND ARE INTENDED ONLY FEB THE REVIEW AND CONSTRUCTION OF THE PROPOSED SEPTIC SYSTEM DESIGN.JIM HUNTER 8 ASSOCIATES RECDMMJNDS THAT A LICENSED PROFESSIONAL LAND SURVEYOR ALWAYS BE USED TO SET CORNER, ESTABLISH LOTLINES,DETERMINE ELEVATIONS AND TOPOGRAPHY AND I OR PROVIDEA LEGAL SITE PLAN. SAVORS IS UNKNOWN A FEE MAYBE CHARGED AFTER INSTALLATION FOR FINAL INSPECTION 8 RECORD DRAWING SATSOP CLOQUALLUM RD TO A RIGHT ON QUINAULTT JIM HUNTER AND ASSOCIATES TO SITE ON THE RIGHT. P.O.BOX 102 OLY,WA905o1 T511228 0000A000DITRUFBIIBLAOL DESIGNER-ADAM HUNTER SEPTIC SYSTEM DESIGN FOR- T DIANA ANZALONE SITEADOR- 40 W OUINAULT TR SATSDP CLO UALLUM LEA- LAKE ARROWHEAD p3 TR47-08 10F2 TP# 519175200047-08 BITER OSX-240-5 HWN-.7-RF-AUTOMATIC HEADWORKS DETAIL-NO SCALE OVERALL LENGTH=31 FT MIN.SHOULDER LENGTH A+ 1 W W Z J z Fa t'SUPPLY 9/15/25 r 1 AI at ilii :< i u) O m - iaittmVDmii:".r `:'::, VRETUN, `;n~• •'y. A `^I,vA tiIV aieRr-. L. nl\1111�V! 26 W Plan View Z J Z F— csuPCAP W pace Q 2 TUTsrrt ASTM C-335AND INSPECTION PORT Z PpERWEp Spa SURF F� BASAL WIDTH 19.4FT I Q W N Z X02Tanks SectmonA Poe-cast Concrete Poe-cast Diho ge Tech Qf Septic Tank Discharge Tank yyB.7_i 9 � � y3 1 OSCAR HEADWORKS SETUP: �/ U Place valve 152 toggle switch and pump 1 toggle switch to MAN position. __ .___ Pump should dose end 00 licon pressure gauges should stabliiae about 50 psi. Gauge 3 may read as low as 40 psi.No water should be lowing into septic lank. Place valve 3&4 toggle switch to MAN end valves 1&2 toggle switch to OFF, -- - pump#1 In MAN.Pump should run,pressures should change:gauge 2 highest pressure,gauge 1 less Nan 2,and gauge 3 should indicate 0 psi,Water should be flowing into sep5p lank very rapidly. "'M°" Place valves 1 02 and valve Sin MAN position end valves 304 in OFF position, and pump 1 in MAN.Pressure on gauge 1&2 should indicate about the same pressure,end gauge three should indicate between 0-3 psi and water should be JIM HUNTER AND ASSOCIATES flowing Into septic tank at a moderate rate. p0.SOX 162 OLY wo 9950, ice-ir0 ew.00csaai.udH0II mu Position all toggle switches to AUTO. DESIGNER-ADAM HUNTER •ict r def minutes seconds0 secndsSREADDR- seconds30 seconds 20F2 n=2 minutes TPA 519175200047-0& sllEe