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Home My WebLink AboutSWG2026-00026 TANK ONLY - SWG Application / Design - 1/27/2026 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 L SHELTON:360-427-9670,EXT 400 BELFAIR:360-275-4467,EXT 400 -1= Public Health & Human Services ELMA:360-482-5269,EXT 400 FAX:360-427-7787 On-Site Sewage System Tank Only Permit: SWG2026-00026 OWNER McNABB CHRISTOPHER &TRISTIN Phone: 253-244-8756 Address: 1717 24TH AVE CT SE PUYALLUP, WA 98374 APPLICANT Maples, Shane Phone: 3604638474 Address: 911 SE Arcadia Rd. SHELTON, WA 98584 SEWAGE INSTALLER SHANE MAPLES* Phone: 360-463-8474 Address: 911 SE Arcadia Road SHELTON, WA 98584 Site Address: 2970 E Phillips Lake Loop Rd Primary Parcel Number: 220055000030 Permit Description: Repair: Remove failed Glendon pod and install new Model M31 basin and sand Permit Submitted Date: 01/27/2026 Permit Issued Date: 01/30/2026 Issued By: David Anderson Current Permit Fees Paid: $275.00 (additional fees may be required upon installation of system). Permit Expiration Date: 01/27/2027 (based on date of inspection) Type of Work OSS Repair Components being Replaced: Other Surfacing Sewage? No Existing Failure? Yes Shoreline? Yes Horizontal Setbacks Met? Yes Number of Bedrooms: 3 Drinking Water Source: Private Well/Spring Additional Details: M-31 Glendon basin Permit Conditions: 3 Permit must be installed by a Mason County Certified Installer unless prior written authorization from Mason County is obtained. 4 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for final installation approval. 2 Horizontal setbacks per WAC246-272A-0210 must be maintained, unless prior approval is obtained 1 Approval of this septic permit does not approve the building location. Building location is subject to approval from all applicable departments and regulations. 5 Proposed development subject to zoning requirements and approval by the planning department staff per Mason County Title 17. 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/OR 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 DATE RECEIVED: „„...m:'- '''..:-Ni...`*ail≥>. MASON COUNTY / 2 7( Za 76 c 1 COMMUNITY SERVICES AMOUNT RECEIVED Z 47S 0 RECEIVED Te n( O3 Cn , -5 rurl Public Health(Community Health/Environmental Health) (/l J6p"IZRh STre:at J uet.0 cv]tv49R.86l,e+t.IJU SWG ZoZ / — God Z6 N T A'5 N.Rh Sant:-S�nt�'�,W+98°BJ V^ U /v O Z di ON-SITE SEWAGE TANK ONLY APPLICATION D Z > ni 73 ni n APPLICANT I PHONE. in --_0hriS NIGNAbb ._.__ IAAII ING AI)DIRFSS-SI1O-F I,CITY S IA I F,/IP COO ^.r 5 26110 6. phfl ps l�_Kt Loop rd. she t-ton, WA q 85 g_ " m En SITE ADDRESS-STREET.CITY ZIP CODE 2019 0 E. phi I li ps face Loop rd. She)' ,w.4 Q) gq NAME OF DESIGNER NE NAME OF Shan&Maples/ Ma 4 SSG ei LLt-ti n9 °HONE 100- ! Goa- Uulq ≤ 3 N 10 TYPE OF WORK(select one/ DRINKING WATER SOURCE o NEW CONSTRUCTION/UPGRADES I/REPAIR I REPLACEMENT iiIN PRIVATE INDIVIDUAL WELL 0 PRIVATE TWO-PARTY WELL Z IL T% COMPONENT(S)TO BE REPLACED!INSTALLED 0 PUBLIC WATER SYSTEM 1 ❑SEPTIC TANK 0 PUMP TANK q RV HOLDING:TANK K BEDROOMS LOT SIZE 1 rJ OTHER (1chd Ofl Pa 4 0.50 acres J OTHER DETAILS(selocf ell that apply) T S)SETBACK CHECKLIST t- C) 1 ❑SURFACING SEWAGE BiaI EXISTING FAILURE 0 SHORELINE �/1OOFT4 PUBLIC/COMMUNITY WELLS n SUBMITTALS 61/ S0FT+PRIVATE WELLS.SURFACE WATERS.STREAMS,RIVERS d PLOT PLAN(REQUIRED) dTANK CROSS SECTION(REQUIRED) 10FT+DRINKING WATER SUPPLY LINES ❑PUMP DETAILS(IF APPLICABLE) 0 WAIVER(S)(IF APPLICABLE) 5FT+PROPERTY/EASEMENT LINES,FOUNDATIONS.FOOTINGS PLOT PLAN CHECKLIST [1r ❑ PROPERTY LINES AND EASEMENTS 0 EXISTING/PROPOSED STRUCTURES 0 EXISTING/PROPOSED OSS COMPONENTS AND LINES _-I ❑ WELLS WITHIN 100FT 0 WATER SUPPLY LINES 0 DRIVEWAY&PARKING 0 SURFACE WATERS,STREAMS,RIVERS,ETC.., W Iw ❑ DIRECTION OF SLOPE/CONTOURS 0 PERIMETER/CURTAIN DRAINS 0 NORTH ARROW 0 SCALE BAR I's' DIRECTIONS TO SITE AND SITE CONDITIONS(e. locked gate) e movi -I"ai ted ej tendon pod and inCta ut ih9 nuo basin c 1 caAld- y M31 made) OFFICIAL USE ONLY BELOW THIS LINE UPGRADE:FAILURE SOURCE tfot rcpomng purposes) ❑VOLUNTARY 0 MAINTENANCE/PUMPING 0 BUILDING PERMIT ['HOME SALE OCOMPLAINT ❑OTHER: COMMENTS I CONDITIONS e 00 ce7 6 oil Pod $64 a' SEWAGE IANKS MUST BE LIS I ED UNDER DOH'LIST OF REGIS I EKED SEWAGE TANKS", TANKS MUST MEET CURREN I MINIMUM SIZE REQUIREMENTS,EQUIPPED WITH RISERS AND L 6)S 10 SURFACE,AND INCLUDE AN EFFLUENT FILTFR IIF APPLICABLE).RECORD DRAWING AND INS IALLATION REPORT RF.QUIRE.D FOR FINAL APPROVAL, INSPECTOR SIGNATURE DATE APPUCATION EXPIRATION DATE APPUCA ROVED/ISSUED BY DATE 1(2.7/Z0Z7 i(70/7a THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBUC VIEW ON THE MASON COUNTY WEBSITE RFVISFD 12O/2015 V(/i/t i Cl 1 .f v .. p 0 / V / a r e 60" W ate 1,1 1100SC/ 0C! �O AA • liso ✓q VF 4%4coUN N 3 0?OZ6 . TYF p�RoNMF,yTq n��'t!�J�i�� V i.- l Fgz7y JAN 2 8 .2026 Ili By — W GEf tAr Glendon SioFilter Recommended Standards and Guidance L Effective Date: July 1,2009 Introduction Glendon&BioFilter Technologies and their licensees currently market,design,construct, and install two models of residential wastewater treatment units. Glendon licensees currently service three models of residential wastewater treatment unit. All units are upflow media filters and are based upon the same patented principles,which involve the biological treatment of septic tank effluent as it flows upward through sequential layers of synthetic or mineral filter media within a containment vessel that may be partially buried or set on grade depending on the model, and then out of the vessel through matric and gravitational forces. No separate drainfield is required as final treatment and effluent dispersal occurs in the native soil surrounding the vessel. The effluent from the vessel is conveyed from the vessel to the prepared native soil through the cover sand material. This cover sand is the top layer of sand,which continues over the rim and out over the native soil at the perimeter of the containment vessel. The two currently registered Glendon& BioFilter models share the same wastewater treatment components, incorporating pre-treatment(septic tank), dosed distribution (pump chamber, controls&mechanics),biological treatment(BioFilter), and treated wastewater dispersal (perimeter absorption area). Many of these components exist with other treatment systems. Glendonu&BioFilters are uniquely characterized by the shape,size, volume and setting of its containment vessel or basin,the treatment media inside, the dispersal medium surrounding the unit,and the hydraulic dosing pattern to the filter. Figure 1 BASIC SYSTEM DIAGRAM GLENDON BIOFILZ ER MODEL M31 Off Risir4T.4 &NeuOI 36%,FrN 1 tanKti '4 owe M1H SND.SRCS u� M/l1Y WfPUM PO PAWN urwwr waA IeStI4 .ea ,waran OIL _ ( souuao� PUT ,�i`\y /%:.�I.//�., r•/!vim' //.r .�-.�..:.._� �'� ---- -l_ --ter q` ^> // . r/�� / � � :._:./_i�� . /lam ` I��/•/%� ii, s..o.ro dwT.srcvearn,b TH AW1 war ro ws,n , TWO ,110 ANN EKING�P BfP7/C 7MIX Pp, JAN D M4S0Nc pUNry 3 O 2025 DON Publication#337-038 ENV/Rp Page 9 of 30 b..14N' 6NrA4 iit, Glendon0BioFilter Recommended Standards and Guidance Effective Date: July 1,2009 Figure 2—Top View,Sloped and Unsloped Sites,M31 &M32 Rim, R' Basin Ruin ≤6%Sto _ >6%Slope Absorption Area Reduced Absorption Area _ Edge of Full Absorption Area ewe a cow.So - Figure 3 Glendon M31 Cass Scclion pvC San+ pa cl monitoring Port UQuld Lev* Rim— 1 i Natura 0radara.""°.. / 1 , ,/ 12" Cover Sand Prepared Nettie Soil Mineral fitter _Do �``� media layers 30 Mill INC Liner ( Graphic by Glendon® Perforated PVC BioFilter Technologies Pile Figure 4 Glendon M31 Basin /-- RIM 6asui Ground Surface APPROVED DOH Publication#337-038 JAN 3 aUe2JLbf30 MASON COUNTY ENDR O MENTAL HEALTH