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HomeMy WebLinkAboutSWG2026-00087 - SWG Application / Design - 3/27/2026 fV ASO N COUNTY 415 N 6TH STREET,SHELTON, ,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: SWG2026-00087 APPLICANT JUSTIN RUSSELL Phone: 360.956.7242 Address: PO BOX 14531 TUMWATER, WA 98511 CONTACT Reiner,Jeff Phone: 3602399999 Address: 2103 Harrison Ave NW ste 2112 Olympia, WA 98502 OWNER SUN RISE 34 MANAGEMENT LLC Phone: 360-239-9999 Address: 2103 HARRISON AVE NW#2-112 OLYMPIA, WA 98502 SEPTIC DESIGNER JUSTIN RUSSELL Phone: 360.956.7242 Address: PO BOX 14531 TUMWATER, WA 98511 Site Address: UNKNOWN Primary Parcel Number: 220075100029 Permit Description: New 2bd Glendon M31 Permit Submitted Date: 03/27/2026 Permit Issued Date: 04/17/2026 Issued By: Rhonda Thompson Current Permit Fees Paid: $570.00 (additional fees may be required upon installation of system). Permit Expiration Date: 04/09/2029 (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 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 MASON COUNTY DATE RECEIVED: O ) a7 CD COMMUNITY SERVICES AMOUNTRECEIVE REECCEIVED BY: �/ WCD Public Health(Community Health/Environmental Health) m 360.427.9670,ext.4000,360.275.4467,ext.400 '--�/ (DO wG415 N.6th 51,001-Shelton,WA 98584 C _ c^ ' 7 o CD ON-SITE SEWAGE SYSTEM APPLICATION > > m n APPLICANT PHONE Ill JEFF REINER 360-239-9999 z MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE 2103 HARRISON AVE OLYMPIA WA 98502 m SITE ADDRESS-STREET,CITY,ZIP CODE � t E. DABOB RD SHELTON WA 98584 l NAME OF DESIGNER PHONE JUSTIN RUSSELL �A 360-970-1233 NAME OF INSTALLER PHONE o I( J ,. , TBD PERMIT TYPE(select one) DRINKING WATER SOURCE - RESIDENTIAL OSS L]COMMUNITY OSS II=IICOMMERCIAL OSS bi PRIVATE INDIVIDUAL WELL, III PRIVATE TWO-PARTY WELL Z TYPE OF WORK(select one) PUBLIC WATER SYSTEM TIMBERLAKES fl NEW CONSTRUCTION/UPGRADES REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ❑ TABLE IX REPAIR If�� SUBMITTALS� 0 SURFACING SEWAGE ❑EXISTING FAILURE ❑SHORELINE w v L�']DESIGN FORM(REQUIRED) If711SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE O LJ;WAIVER(S)(IFAPPLICABLE) 2 .32 ACRES 0 I ' DIRECTIONS TO SITEAND SITE CONDITIONS:(ex.locked gate) HWY 3 NORTH TO RIGHT ON AGATE RD, TO LEFT ON AGATE RD, TO LEFT ON IQ TIMBERLAKE DR EAST, TO LEFT ON E DABOB PL, TO LEF TON DABOB RD, TO SITE I- I� ON RIGHT %��f-�2FiY1 100 If (,2_ - �✓ SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. OFFICIAL USE ONLY BELOW THIS LINE UPGRADE/FAILURE SOURCE(far reporting purposes) ❑VOLUNTARY ❑MAINTENANCE/PUMPING ❑BUILDING PERMIT ❑HOME SALE ❑COMPLAINT ❑OTHER: INSPECTOR SOIL LOGS COMMENTS/CONDITIONS - /'7,0 L_ wj�d 3D� p '7 L'�'I P), 2 s A ' O L (iol Ja -t4u ( ? 1 RECORD WING AND INSTALLATION REPORT SOIL CODES: 1 V=VERY G=GRAVELLY S=SAND L=LOAM SI=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL. INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED/ISSUED BY DATE THIS FORM MAY BE CANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12/7/2015 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 2 2 0 0 7 - 5 1 - 0 0 0 2 9 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.AlIaiinwin paper size: 11"X 17" PARCEL IDI NTIFICATION Permit Number: SWG 0-9 — ��f7 Designer's Name: JUSTIN RUSSELL Applicant's Name: JEFF REIN ER Designer's Phone Number: 30-970-1233 Mailing Address: 2103 HARRISIN AVE NE SUITE 2 Designer's Address: PO BOX 14831 OLYMPIA WA 98502 TUMWATER WA 98511 City State Zip City State Zip DESIGN AI2AiVIETERS Treatment Device Gi Glendon Biofilter ❑ Sand Filter ❑ Mound ❑ Sand Lined Drainfield O Recirculating Filter,Type: ❑ Aerobic Unit Make/Model O Disinfection Unit Make/Model Other: Drainfield Type ❑ Gravity Pressure O Trench O Bed O Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 2 Schedule/Class Daily Flow: Operating Capacity 180 gpd Length ft Daily Flow: Design Flow 240 gpd Diameter in Septic Tank Capacity(working) 1200 gal Number Receiving Soil Type(1-6) 4 Separation ft Receiving Soil Appl.Rate .6 gpd/ft2 Orifices Required Primary Area 400 ft2 Total Number of Orifices Designed Primary Area 400 ft2 Diameter in Designed Reserve Area 400 ft2 Spacing in Trench/Bed Width NA ft Manifold Trench/Bed Length NA ft Schedule/Class 40 Elevation Measurements Length 14 ft Original Drainfield Area Slope 4 % Diameter 1 in New Slope,If Altered NA % Preferred manifold configuration used? M'Yes O No Depth of Excavation Up-slope NA in Transport Pipe from Original Grade Do -slope NA in Schedule/Class 40 Designed Vertical Separation 20 in Length 40 ft Gravelless Chambers Required? O Yes I6 No O Optional Diameter 1 in Pump Required? 56 Yes ❑No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day PER GLENDON Diff, in Elevation Between Pump&Uppermost Orifice NA ft Dose quantity PER GLENDON gal Drainfield Squirt Height/Selected Residual(head) NA ft Chamber Capacity(flood) 1475 gal Uppermost Orifice ❑Higher O Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head NA gpm I 'Timer I 'Elapse Meter [Event Counter Calculated Total Pressure Head NA ft If Timer: Pump on PER GLENDON,pump off Comments APPROVED APR 17 2026 MASON COUNTY ENVIRONMENTAL NEAR Th RET DESIGN FORM—PAGE TWO Assessor's Parcel Number:2 2 0 0 7 5 1 -- 0 0 0 2 9 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch Test hole locations l Drainfield orientation and layout Reference depth from original grade: Soil logs l Trench/bed dimensions and 9 Septic tank 11 Property lines critical distances within layout Q( Drainfield cover ❑ Existing and proposed wells Rf D-Box/Valve box locations Reference depth from original grade within 100 ft of property if Septic tank/pump chamber and restrictive strata: 6Zl Measurements to cuts, banks,and locations O Laterals,trench/bed,top and surface water and critical areas O Observation port location bottom O Location and orientation of Clean-out location ❑ Curtain drain collector curtain drain and all absorption if Manifold placement O Sand augmentation components O Orifice placement Other cross-section detail: Location and dimension of O Lateral placement with distance O Observation ports/clean-outs primary system and reserve area to edge of bed Other Information R1 Buildings ❑ Audible/visual alarm n referenced Yes No l6 Direction of slope indicator ❑ Scale of drawing shown on scale O Design staked out E6 Waterlines bar ❑ O Recorded Notices attached 91 Roads,easements,driveways, O O Waiver(s)attached parking O O Pump curve attached 1 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 must be notified by installer at time of installation ld Yes O No ignature of esigner 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 ulations: Environmental Health Sp ialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved" by Mason County Public Health. (4 4 ( ✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: "t 9 ✓ 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. Updated Date: 12/7/2015 audio/visual alarm and control panel 2-BEDROOM HOME riser to surface riser to surface /finished grade /—riser to surface /riser to surface tightline to stubout/cleanout 18"max c ver drain field ie=178.0-J� 1200-gal inlet el= 177.7 outlet pump chamber [ ] filter 1200-gal ie 177.4 2-compartment septic tank effluent pump on el=174.0 BLOCK O c-x ---a TANK SHEET z ALPHA SEPTIC SOLUTION, LLC. O PO BOX 14531 TUMWATER WA 98511-4531 360-956-7242 a N) CUSTOMER: Igvj n-IO2 2203Q834 r JEFF REINER _ lumNSRUSSELL _._ LICENSED DESIGNER = TP#: PROJECT NUMBER: 22007-51-00029 SITE ADDRESS: E DABOB RD LEGAL: TIMBER LAKES #8 TR 29 FIELD STAKING WAS DONE TO THE BEST OF OUR KNOWLEDGE OF PROPERTY LINE LOCATIONS. ALPHA SEPTIC SOLUTION, LLC.,ASSUMES NO RESPONSIBILITY FOR SURVEYING PROPERTY LINE LOCATIONS. OWNER MUST ESTABLISH ACTUAL PROPERTY LINES PRIOR TO CONSTRUCTION.THIS IS NOT A SURVEY. 110, - 151 2 0 / / 1 O i6 5 w 30Z 7�2-6 e / LJ- 0 20 PROPOSED 77 , I ' �c• + 2�, / 2-BDRM CABIN / ' I r 22090/134 F, I ' ' IVSiIN S RUSSELL 50'FROM / % I r LIC.N FI)DESIGNER 7 / i ,6.1' i / I RESERVE I� r ®_ / --- I RESERyE�'..1 Om / j ' \ SOIL LOGS-3/26/26 Q !� 0-38"SANDY LOAM / LOAM (TYPE 4) I38"+WATER, RESTRICTIVE II I DRIVE � O 0-21"SANDY LOAM / LOAM (TYPE 4) 21"+ WATER,RESTRICTIVE WATER I -I - \\ 3O 0-20"SANDY LOAM /LOAM (TYPE 4) - • - • . - • - - - ❑ 20-32" MOTTLED SILT CLAY LOAM 161.09' I 32"+ WATER RESTRICTIVE AT 20" 4O 0-21"SANDY LOAM (TYPE 4) 21"+ WATER, RESTRICTIVE © RBM IS GROUND ELEVATION AT THE NORTHEAST PROPERTY CORNER. RBM EL= 182.0 1Q STUBOUT/CLEANOUT EL = 178.0 20 1200-GAL 2-COMPARTMENT SEPTIC TANK WITH OUTLET FILTER WITH 1/16" MESH INLET EL = 177.7 OUTLET EL = 177.4 3Q 1200-GAL PUMP CHAMBER, PUMP EL = 174.0 TIMER REQUIRED, DOSE COUNTER & ELAPSE TIME METER REQUIRED ® 40 FT OF 1-INCH PVC TIGHTLINE, SCHEDULE 40 14 FT OF 1-INCH PVC MANIFOLD, SCHEDULE 40 SQ DRAIN FIELD CONTROL BOX NAVD88 UNKNOWN SHEET 1 OF 2 NO WELLS WITHIN 200 FT OF PROPOSED DRAIN FIELD KNOWN TO DESIGNER. DIRECTIONS: ALPHA SEPTIC SOLUTION, LLC. HWY 3 NORTH TO RIGHT ON AGATE RD TO LEFT ON AGATE RD TO LEFT ON TIMBERLAKE DR EAST TO LEFT ON E DABOB PL TO PO BOX 14531 TUMWATER WA 98511-4531 360-956-7242 LEFT ONE--- - TO SITE ON RIGHT. ------------------------------ CUSTOMER: SITE JEFF REINER APR 17 2026 E DABOB RD E DABOB PL TP#: PROJECT NUMBER: MASON COUNTY ENVIRONMENTAL HEALTH _22007-51-00029 RET SITE ADDRESS: E DABOB RD TIMBERLAKE DR A FEE WILL BE CHARGED AFTER INSTALLATION AGATE RD LEGAL: TIMBER LAKES #8 TR 29 FOR FINAL INSPECTION AND RECORD DRAWING ' w USER MANUAL THE SYSTEM OWNER IS RESPONSIBLE FOR: 1) THE CONTINUOUS OPERATION AND MAINTENANCE OF THE SYSTEM, AND 2) KEEPING THE FLOW OF SEWAGE TO THE SYSTEM AT OR BELOW THE OPERATING CAPACITY AND SEWAGE QUALITY. 17.0' * Routine maintenance of the system is accomplished by the owner at least two times per year. 3.5'-{-10.0' f 3.5'- * Protect the BioFilter against physical damage and do not change its shape after installation. * Sow fast growing grass seed or ground cover on the BioFilter. This is required to maintain the shape of the BioFilter. * Avoid removal, disturbance or compaction of the soil in the reserve area. Landscaping could render the reserve area unusable. Normal lawn mowing and maintenance is encouraged. * Protect the intended flow path of the purified water away from the BioFilter from excavation, () compaction, or other disruption. ; O 200 FT2 ; Lq * Protect the septic tank and pump tank from surface or ground water intrusion into the system. i PRIMARY i "' o * Maintain good water conservation practices. Limit average water consumption to less than N the system design capacity. This will keep the system from being hydraulically overloaded. Garbage disposals are to be avoided. * Outlet filter should be checked and cleaned once every year. Filter may be hosed off into 1 the first compartment of the septic tank. 1 ABSORPTION ZONE * Septic tank should be pumped every three to five years depending on use and scum/sludge RESERVE 200 FT2 accumulation. 5 BASIN * If your alarm should sound off, check the power to the pump, check circuit breaker, and ORIGINAL GRADE check any fixtures that may be leaking in the system. If still at a loss for what set off your alarm, 6' — - • L________________________J call your septic installer or maintenance technician for help. Zu EPTH TO * Do not tamper with the control panel or attempt to adjust or change the settings. Control RESTRICTIVE LAYER M-31 END VIEW panel maintenance must be accomplished only by Glendon authorized maintenance technicians. Failure to observe this policy may result in revocation of your warranty. APPROVED APR 17 2026 MASON COUNTY ENVIRONMENTAL HEALTH GLENDON SIZING RET BEDROOMS 2 =240 GPD CAPACITY PER POD(2 =120 GPD 312-7(2C PODS) RIM LENGTH 120/4 =32 LF TOTAL f' r INFILTRATIVE RATE _.6 GPD/FT' 22030834 GENERAL NOTES BASIN VOLUME 5 X 6 X 10 =300 FT'TOTAL -__ JUSTIN S RUSSELL••- BASAL AREA REQUIRED= 120/.6 =200 FT' LICENSED DE5iGNFR OWNER/INSTALLER SHALL NOT REMOVE OR DISTURB ANY TOP SOIL WHILE CLEARING BASAL AREA DESIGNED= (17 x 13.53)-(10 X 3) =200.01 FT' VEGETATION IN PRIMARY OR RESERVE DRAINFIELD AREAS.REMOVING OR DISTURBING SOIL COULD RENDER SITE UNUSABLE. ANY ALTERATIONS OF THIS DESIGN MUST FIRST BE APPROVED BY ALPHA SEPTIC SOLUTION, LLC.,AND THE APPROVING COUNTY HEALTH SANITARIAN. OPERATING CAPACITY: INSTALLER IS TO SET THE FLOW OF SEWAGE AT OR BELOW 75%OF THE DESIGN FLOW. THIS DESIGN IS SITE SPECIFIC AND CONFORMS TO STATE AND COUNTY HEALTH DEPARTMENT REQUIREMENTS. THE DESIGNER ASSUMES NO RESPONSIBILITY FOR ITS LONGEVITY. THE OWNER THEREFORE AGREES TO MAINTAIN AND MAKE ALL NECESSARY REPAIRS TO THE SHEET 2 OF 2 SYSTEM AT NO COST TO ALPHA SEPTIC SOLUTION,LLC. ALPHA SEPTIC SOLUTION, LLC. ALL CONSTRUCTION MATERIALS INSTALLED IN THIS SYSTEM SHALL CONFORM TO ALL PO BOX 14531 TUMWATER WA 98511-4531 360-956-7242 APPLICABLE STATE AND COUNTY HEALTH DEPARTMENT REQUIREMENTS. CUSTOMER: CONTACT ALPHA SEPTIC SOLUTION, LLC., FOR FINAL INSPECTION OF THE INSTALLATION.ALL JEFF REINER COMPONENTS, INCLUDING TANKS, LIDS,TIGHTLINE,DRAINFIELD,AND WATER LINES,MUST BE OPEN FOR INSPECTION. RETURN VISITS DUE TO INACCESSIBLE COMPONENTS SHALL BE TP#: I PROJECT NUMBER: CHARGED TO THE INSTALLER. 22007-51-00029 STORM WATER RUN-OFF, FOOTING DRAINS, AND ROOF DRAINS MUST BE DIVERTED AWAY SITE ADDRESS: FROM ANY SEPTIC SYSTEM COMPONENTS. E DABOB RD NO WATER LINE SHALL BE WITHIN 10 FEET OF,OR CROSS,ANY SEPTIC SYSTEM COMPONENT, LEGAL: UNLESS PROVISION HAS BEEN MADE. TIMBER LAKES #8 TR 29