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Home My WebLink AboutSWG2026-00320 - SWG Application / Design - 10/5/2026 MASON COUNTY 418N6THELTON: ,SHELTO70,EXT 400 SBELTON:360-275-9867,EXT 400 BELFAIR:360-275348],EXT 400 Public Health & Human Services ELMA:360-482-5269,EXT400 FAX:380327-7787 On-Site Sewage System Permit: SWG2026-00320 APPLICANT JONES REVOCABLE LIVING TRUST Phone: SCOTT E JONES&LINDA L Address: SCOTT E JONES&LINDA L JONES TRUSTEES SHELTON,WA 98584 Email: OWNER JONES REVOCABLE LIVING TRUST Phone: SCOTT E JONES&LINDA L Address: SCOTT E JONES&LINDA L JONES TRUSTEES SHELTON,WA 98584 Email: SEPTIC DESIGNER JIM HUNTER* Phone: 360-753-1226 Address: PO BOX 162 OLYMPIA,WA 98507 Email: jim©huntersepticdesign.com Site Address: 572 E BUDD DR Primary Parcel Number: 220175200031 Permit Description: New 3bd ATU to pressure trench Permit Submitted Date: 09/2912026 Permit Issued Date: 10/05/2026 Issued By: Rhonda Thompson Current Permit Fees Paid: $745.00 ladnninnal lens may he required upon inamlladon ofsysmml. Permit Expiration Date: 10/02/2029 (based on dam or Inspeoon) 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. 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: masonwuntywa.gov/heakh/environmentallonsiteloss-inspection-request.php or call: 360-427-9670,extension 400. MASON COUNTY 415N6SHELTON: 60427-O70,EXT 884 SB ELTON:360-275-96]7,EXt 400 BELFAIR:360-95446],EXT 400 Public Health & Human Services ELMA:3604825269,EXT 400 FAX:360-427-7787 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.govlhealthlenvironmentallonsiteloss-inspectionrequest.php or call: 360-427-9670,extension 400. OFFICIALUSEONLY --- MASON COUNTY D EM""° cf1 N AN/JIINTPECE PECFNFDRI'.� �� m N Public Health & Human Services z m EnvironmenUI Health 361417-06]O,e .4DD or 36h3]SY,Ll.ext 1- to SWG O alsrv.6m 5treeL-SneNpn,wA sesea W — oc ticO CD Z CD ON-SITE SEWAGE SYSTEM APPLICATION n A m RPPUCANi I PMCNE EMAIL MAIL ONLY r BEST PORTFOLIO 369529-1 c MNLMGALORESS-STREET CITY STATE.OP CODE PO BOX 1126 SHELTON WA 98584 z SITEADORESS-STREET.CITY ZIPCCCE 1 572 . E BUDD DR `�� HELTON WA 98584 IN NAME OF OEBIONER PMNE CD JIM HUNTER SFe 3607531226 I C,' NAMEOFINSTALLER PHONE O I N PERMITTYPE(ti*Ct x) DRIMUNG WATER SOURCE O 0 I W oRESIDENTIALOSS ❑COMMUNITY OSS COMMERCIAL OSS 0PRIVATEINDMDUAL WELL 0 PRIVATE TWO-PARTY WELL Z TYPE OF VARN(5Yadw1) q PUBLICMTER SYSTEM TIMBERLAKE D NEWCONSTRUCTION/UPGRADES 0 REPAIR/REPLACEMENT OTHER DETAIIS(ssd MNWAAXY) D TABLEX REPAIR SUBMIRALS 0 SURFACING SEWAGE D EXISTING FAILURE D SHORELINE w a DESIGN FORM(REQUIRED) I!]SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATEDAFTER 41,4026? ❑ NWVER(S)(IF APPLICABLE) .3 17.22 IYES E]NO S DIRECTIONS TO SITE AND SITE CONDITIONS.(u.oGM gM) AGATE RD, NORTH INTO TIMBERLAKE. FIRST RIGHT. RIGHT AT TIMBER PARKWAY. I I LEFT AT LAKE SHORE DR, RIGHT AT BUDD. o I 0 LIEYUSTYEMWEDFFOMYAMROADAIOTESTNOIES YUSTYEMYYED N9.RTESTHOMWYERS. I OFFICIAL USE ONLY BELOW THIS LINE UPGRADE/FAILURE SOURCE If t*t0dN Mrposes) VOLUNTARY MAINTENANCEPUMPING BUILDING PERMIT HOME SALE COMPLAINT OTHER: INSPECTOR SOIL LOGS COMMENTS I CONDITIONS- -� : olg �Zl p �Z4 f�b 29- v Vk\ p -7h ( vS(, v4 ►Ot5,2k+ )1olt RECORD DRAWING AND NSTALIATION REPORT SOIL CODES: V=VERY G=GRAVELLY S=SAND L=LOAM SI=SILT C=CUY E=EXTREMELY R-ROOTS REQUIRED FOR FINALAPPROWL. INSPECTOR SIGNATURE DOTE APPLICATION EXPIRAT DATE APPLICAMIN APPROVE ISSUED BY DATE n t%& 4'„n (o QiIt�>7 0 11115 FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised 6/3%2025 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 2201752-00031 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. I Scaled plot plan,including all applicable items on checklist °Cross-section sketch,including all applicable items on checklist. This farm may be scanned and available for public view on the Mason County Web site.Maximum paper size: 11"1 17" `` PARCEL IDENTIFICATION Permit Number: SWG d �(7)3)J3 Designer's Name: JIM HUNTER Applicant's Name: BEST PORTFOLIO Designer's Phone Number: 3607531226 Mailing Address: PO BOX 1126 Designer's Address: 2201 93RD AVE SW, STE A SHELTON WA 98584 City State Zip OLYMPIA WA 98512 City State Zip Designer's Email ADAM@HUNTERSEPTICDESIGN.COM DESIGN PARAMETERS Treatment Device OGlendon OSard Filter OMound OSand Lined Drainfield ORecirculating Filter l0J ATU)kU-VlartlLL O Other Treatment Level(check all that apply): DA ❑B ❑C ❑BLI ❑BL2 ❑BL3 DE ❑N Drainfield Type ❑Gravity iPressure ❑Trench Cl Bed 0 Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 3 Schedule/Class 40 Daily Flow:Operating Capacity 11-10 gpd Length 50 ft Daily Flow:Design Flow 3(P0 gpd Diameter 2 in Septic Tank Capacity(working) kr —r gal Number 4 Receiving Soil Type(1-6) Separation (o Receiving Soil Appl.Rate ö. (0 gpd/ft Orifices Required Primary Area Lf Oct ft' Total Number of Orifices 100 Designed Primary Area be 00 ft2 Diameter 3/166 in Designed Reserve Area 400 ft2 Spacing 'l.`T in Trench/Bed Width 3 ft Manifold Trench/Bed Length 200 ft Schedule/Class 40 Elevation Measurements Length (8 ft Original Drainfield Area Slope Q % Diameter 2 in New Slope,If Altered Preferred manifold configuration used? Yes ON ' Depth of Excavation Up-slope Cr, in Transport Pipe from Original Grade Domsba I in Schedule/Class 40 Designed Vertical Separation /12 in Length 40 ft Gravel-based Drainfield Required? Dyes ONo Q) Diameter 2 in Pump Required? OYesONo Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 6 Diff.in Elevation Between Pump&Uppermost Orifice 3_80 ft Dose quantity 60 gal Drainfield Squirt Height/Selected Residual(head) 2.00 ft Chamber Capacity(flood) 1000 gal Uppermost Orifice®" igher OLower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head 58.618 gpm S'Timer Elapse Meter Er Event Counter Calculated Total Pressure Head 8.674 R If Timer: Pump on IS'.`1 ,Pump off '1 5 'L Comments APPROVED OCT 022026 MASON COUNTY ENVIR0NMENTALHEALTH Revised:6/11/2025 RET DESIGN FORM—PAGE TWO Assessor's Parcel Number 2201752-00031 _ J Permit Number: SWG Wc-tt - CC)3 -IO DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch 91 Test hole locations V Drainfield orientation and layout Reference depth from original grade: R( Soil logs Trench/bed dimensions and lif Septic tank Q( Property lines critical distances within layout V Drainfield cover RI Existing and proposed wells RI D-Box/Valve box locations Reference depth from original grade within 100 ft of property RI Septic tank/pump chamber and restrictive strata: Q( Measurements to cuts,banks,and locations ' Laterals,trench/bed,top and surface water and critical areas Q( Observation port location bottom Q( Location and orientation of Q( Clean-out location Q( Curtain drain collector curtain drain and all absorption Q( Manifold placement Q( Sand augmentation components Orifice placement Other cross-section detail: RI Location and dimension of RI Lateral placement with distance RI Observation ports/clean-outs primary system and reserve area to edge of bed Other Information RI Buildings if Audible/visual alarm referenced Yes No Q( Direction of slope indicator Q( Scale of drawing shown on scale RI O Design staked out Of Waterlines bar O Recorded Notices attached I$ Roads,easements,driveways, çz Elevation benchmark and relative of O Waiver(s)attached parking elevations of system components RI O Pump curve attached RI North arrow and scale drawing Q( O Evaluation of failure shown on scale bar Non-residential justification O O Waste strength O ❑ Flow DESIGN APPROVAL The undersigned designer must be notified by a of installation @Yes O No Signature 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 re lations Environment : S2 f loll al Spec ist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved"by Mason County Public Health. 1 0 The (Z(n ✓ Onsite Sewage Permit has not expired,the Permit Expiration Date is: _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 III... PAGE 1 MASON COUNTY HEALTH DEPARTMENT ON-SITE SEWAGE DISPOSAL SYSTEM DESIGN SITE#: PARCEL#: 22017-52-00031 DATE SUBMITTED: 09/29/26 LEGAL/LOT#: TIMBERLAKE #10 LOT 31 SUBMITTED BY: JIM HUNTER APPLICANT: BEST PORTFOLIO ADDRESS: I.CALCULATIONS NUMBER OF BEDROOMS= 3 RESIDENTIAL GPD FLOW= 360 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= 600 FT2 TRENCH LENGTH OR BED CONFIG.= 200 FT II.WATERPROOF SEPTIC TANK COMPOSITION AND SIZE= SOUND PRECAST NEW-WATER B500 NEW OR EXISTING= NEW III.DRAINFIELD CROSS SECTION DEPTH TO DRAINROCK BOTTOM= GRA1UESSCKAkEM ROCK DEPTH BELOW PIPE= wuvscx..ems SEPARATION FROM TRENCH BOTTOM TO IMPERMEABLE MATERIALISEASONALSATURATION= >1'-0 FILL DEPTH= 1'-0 TRENCH WIDTH= 3 -0" IV.PUMP REQUIREMENT DOSING VOLUME IN GALLONS= 60 NUMBER OF DOSES PER DAY 6 V.PRESSURE CALCULATIONS '4 4" Z' Zla USING PIPE CLASS 40 ,, ORIFICE 3116 APPROVED uc v1NE- ' - -, OCT 0 2 2026 EXPWS: 63122/ MASON COUNTY ENVIRONMENTAL HEALTH RET PAGE 2 LATERAL#1 = SQUIRT HEIGHT(FT)= 2.00 (NOTE(2):ORIFICE DISCHARGE RATE_(11.79)X(ORIFICE DIAMETER)SO2 X SQ ROOT OF(TOTAL PRESSURE HEAD) ORIFICE DISCHARGE RATE= 0.58618 LATERAL LENGTH IN FEET= 50.00 ORIFICE SPACING= 2.0" DISTANCE FROM END CAP= 1.0" NUMBER OF HOLES= 25 LATERAL DISCHARGE RATE= 14.655 LATERAL#2= SQUIRT HEIGHT(FT)= 2.00 ORIFICE DISCHARGE RATE= 0.58618 LATERAL LENGTH IN FEET= 50.00 ORIFICE SPACING= 2-0" DISTANCE FROM END CAP= 10" NUMBER OF HOLES= 25 LATERAL DISCHARGE RATE= 14.655 LATERAL#3= SQUIRT HEIGHT(FT)= 2.00 ORIFICE DISCHARGE RATE= 0.58618 LATERAL LENGTH IN FEET= 50.00 ORIFICE SPACING= 2 0" DISTANCE FROM END CAP= 10" NUMBER OF HOLES= 25 LATERAL DISCHARGE RATE= 14.655 LENGTH DIAMETER FLOW FRICTION LOSS SECTION (FT) (IN) (GPM) (FT) AB 40.00 2.00 43.964 1.264 BC 1.00 2.00 29.309 0.015 CD 30.00 2.00 14.655 0.124 DE 50.00 1.25 7.327 0.410 TOTAL= 1.813 TOTAL HEAD LOSS 1)FRICTION LOSS THROUGH SYSTEM= 1.813 .1 asM 2)ELEVATION DIFFERENCE = 3.800 41? e � i 5 shy t 3)RESIDUAL = 2.000 MMES l LICENSED 14R11fR- a -, TOTAL= 7.613 Ex!"Kt A1,22, APPROVED OCT 02 2026 MASON COUNTY ENVIRONMENTAL HEALTH DrT MYERS ME3 SERIES CAPACITY LITERS PER MINUTE a so to ISO 200 250 40 1Z 35y//�yP 10 30 W B z 25 '�``F/ z {Q Is as O 10 fo- 2 5 0 0 0 10 20 30 40 so 60 7Q. _ZQ_ t&CAPACITY GALLONS PER MINUTE d 4 APPROVED � Ia�sRM.,FER UCFIJZFT�CK�'/Efl -• OCT 02 2026 E%Ma. i22/Z MASON COUNTY ENVIRONMENTAL HEALTH RET 9'r WATERTIGHT LID VENT(t,P) DUAL PORT AERATOR RISERS(TYP) II 99•MAX. t•PVG(TYP) AIRLINE M49TIC v 2•COUPLING Is REDUCER e r TEE 1"PVCSLUDGE 12• RETURN LINE r PVC TRASH CHAMBER DIGESTER CHAMBER CLARIFIER OPERATING CAPACITY:417 GALLONS P OPERATING CAPACITY:421 GALLONS CHAMBER FL00D CAPACITY:490 GALLONS FLOOD CAPACITY:4W GALLONS 1eo GALLONS ROOD:191 GAL. Sd• 96' 64• a0 S9• as 1'x 1R• TEE APPROVED TI O(c} 5 rr 26 'DIFFUSERS S(2) tr l•I U J LOLU G• PARALEL Ta TANK WALL IA Q SLUDGE RETURN RET 1.rTAPER STONE-FREE NATIVE SOIL OR COMPACTED SAND • OVER STONY SOIL INSTALLATION INSTRUCTIONS 1)Excavate tank hole with vertical walls to 1 foot larger than tank on all sides. 2)If bottom of hole is stony,install 3"of compact sand&level P F-2' 3I ta screed. 1- ----� a))Install tank In center of hale,keeping 1 R.void space on all sides. I �.RISEgg lrw) Sf aLGC 'us 4)As lank Is filling with water,fill in void space with compact I 1OGs granular(sandy)sail free of large clumps of day. I I 5)Install rest of system,&affix risers to adapters with I waterproof adhesive. I I I 1 4r 6)Perform watertightness test In field as required by local I Jurisdiction, 1r RISER 7)Upon approval to backfill,carefully backfill with native I I I I soils over top of tank. I TRASHStl6MBE6 II DGESIEB I lms,SF1FA 8)Final grade the surface to avoid chanelling surface L ______J L__ J L__J water toward tank. TOP MEW 1••282 AEROBIC TREATMENT TANK DETAIL FOR NuWATER BNR-500 TREATMENT UNIT ENVIRO-FLO, INC" REVISED 3/01/12 roF Wastewater Treatment Technologies P.O.BOX 321161, Flowood, MS 39232 SCALE: = 1.4 ft. (877)836-8476_(601)8445-4716 fax 1" T : Y a \ so i jNg a p o It . I ' ' ; . €i33 s A � ` I Yyp 11 a fi d f' f C 1',C i c y Qv Gc l c, -I1 N �� !4 fi� f 1 . may C • a> P"; T Z Si �4sT 3d !� U [ mO W ,,. i ? p C f'• + � tV t9 U S . : ) % _ 4 w % z $ / � \ ! § § e » w ; a \ } - t � o § k ( ® } 2 | w 1 k ! I k | 2 U- ° ! \ ( \ ( jre 2 Hi -z \ ) ° § ( j ( o ` rn o \ � § . • r \ ] � � m � } § k ( __ Iu > m « �z / k� � CD0 e � . k \« _ WD | ! m ! 2 00 - . 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