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HomeMy WebLinkAboutSWG2024-00004 - SWG As-Built - 6/9/2025 CL AR FORM Mason County OSS Installation Report pg. 1 MASON COUNTY PUBLIC HEALTH APPLICANT/ PERMIT INFORMATION Permit Number SWG 2024-00004 Parcel # 32223-77-00130 Applicant Name KEVIN SMITH Subdivision (Name/Div/Block/Lot) Applicant Address 3889 REFLECTION LN E City, State, Zip PORT ORCHARD 98366 Installer Name JOSH PETERSON/KAT TRAX Site Address 361 NE SOUTHRIDGE DR Designer Name LAWRENCE PURDUM/APEX INSTALLATION CHECKLIST 0 Full System Installation ❑Tank(s)Only ❑ Drainfield Only ❑ Repair ❑Other System Type GLENDON BIOFILTER Pretreatment Type >5 ft.from foundation? - - - - - - ❑ N/A Q YES ❑ NO >50 ft. from wells? - /2,, - - - El © CI Y >50 ft. from surface water? - ✓(� bi- - - - El El CI HCleanout between building and tank? - - - - - ❑ ® ❑ o p -F/` - - 5- - ❑ ❑■ ❑ Tank baffles resent? FC 2o? P 24"access risers over each compartment?- - - - - - - ❑ U ❑ a. W Effluent filter installed?- - - - - - ❑ M ❑ co Septic tank size 1,250 gal Manufacturer HAGERMAN 0 D-box water level and speed levelers used? - - ❑■ N/A ❑ YES ❑ NO_ J CI CI Manifold/D-box accessible from surface?- - co, Z Check valves installed? - - ❑ ❑■ ❑ Oa 1" Schedule/Class 40 E Transport Line Size Bedrooms installed (check one) ❑ 2 ❑� 3 El 4 ❑ 5 ❑6 ❑Commercial/Other >10 ft. from foundation?- - ❑ N/A Q YES ❑ NO O >100 ft. from wells?- - ❑ ❑� ❑ W >100 ft. from surface water? - - CIX CI L.T. >10 ft.from potable water lines?- - Cl . ❑ Z > 5 ft. from property lines and easements?- - CII CId > 30 ft. from downgradient curtain/foundation drains? - - ❑ 0 ❑ Drainfield level and observation ports present - - El NJ ❑ ❑ Graveless chambers or ❑ Clean gravel used? (check one) Proper cover installed over drainfield?- - ❑ ❑ ❑ Pump tank setbacks consistant with septic tank? - - ❑ N/A ■❑ YES ❑ No • Pump tank size 1,250 gal Manufacturer HAGERMAN Q 24" access riser(s)and accessible from surface?- - Cl I. ❑ H a Alarm or Control Panel Installed? - - CINI CI 2 Control Panel equipped with Timer/ ETM /Counter- - El Q ❑ n E- Pump installed in 0 Bucket or ❑ On Block or ❑ Other n'• Pump Make/Model LIBERTY LP-280 [PI Floats or ❑ Transducer d Tank draw down 1.75 in/min Pump capacity 35 qpm Squirt Height N/A ft Pump on time 4.2 SEC Pump off time 10 MIN Daily flow set at 351.6 qpd Updated 8212018 Mason County OSS Installation Report pg. 2 Parcel# 32223-77-00130 ABANDONMENT RECORD Were existing septic components abandoned as part of this project? - - 0 YES Q NO If yes, please describe: Were all components pumped out and properly abandoned per WAC246-272A-0300? - - [] YES [l NO RECORD DRAWING This is a permanent record and must be accurate and descriptive enough to re-Locate in the need of maintenance activities and future development. Typical Record Drawings contain: Drainfield&manifold orientation&layout,Septic/pump tank location,North arrow,reserve drainfield,existing and proposed builcings.location of wells,waterlines, wells,observation ports,cleanouts,and other maintenance access points. Incomplete Record Drawings may create additional delays in final installation approval and related permits. ® Record Drawing Attached CERTIFICATION OF INSTALLATION INSTALLER DESIGNER/ENGINEER I certify that I installed the system in accordance with I certify that the system has been installed in accor- the septic design stamped"APPROVED"by Mason dance with the septic design stamped `APPROVED"by County Public Health and that any deviations shown Mason County Public Health and that any deviations here have been cleared/approved by both the designer shown here have been cleared/approved by both and Mason County Public Health and meet all State myself and Mason County Public Health and meet all and Mason County Codes. State and Mason County Codes I further certify that all information contained on this I further certify that all information contained on this for d attached Record Drawing is accurate. form and attached Record Drawing is accurate. f~ 6/5r25 Signa e of Installer Date Josh Peterson Printed Name of Signee 1.•"*.. MASON COUNTY PUBLIC HEALTH •The undersigned approves this Installation Report and "'c ' rtirence M.Purdum•. Record Drawing on behalf of Mason County Public LICENSED DESIGNER Health: EXPIRES 2/25/tO 21 \4\ 121V-1/\ cbVic rq to issc Signature of Environmental Health Specialist Date (stamp, signature and date) THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEB SITE Updatrd8/21/2018 OSS INFORMATION: OSS TYPE: M—31 GLENDON BIOFILTER DAILY SEWAGE FLOW: 360 GPD DRAINFIELD INFILTRATIVE SURFACE: 600 SO FT DRAINFIELD DIMENSIONS: 1 6' X 1 6' ' PUMP CONTROL PANEL: SJE—RHOMBUS TD1 W914H4D8AC10E17W PUMP: LIBERTY LP—280 1/2 HP, 115V GE OR DRAWDOWN: 1.75" / MIN kjRID PUMP FLOW: 35 GPM E SOV� „ ON TIME: 4.2 SECONDS OFF TIME: 10 MIN GALLONS PER DOSE: 2.44 DOSES PER DAY: 144 ,...;�_^ _ ..,... MAXIMUM DAILY SEWAGE FLOW: 351.6 GPD Lam, CC: 999817 ETM: 0000017 SEPTIC TANK: HAGERMAN PRECAST, 1,250—GAL, CONCRETE PUMP TANK: HAGERMAN PRECAST, 1 ,250—GAL, CONCRETE INSTALLER: KAT TRAX, INC, (253) 255— 6799 wrwwn 1 ,. , NOTE TANKS NOT CONNECTED TO STRUCTURE AT TIME OF FINAL INSPECTION/SETUP lor • • rn •Ma>1041T _- -»»--- lo RECORD DRAWING (OVERVIEW) SCALE: 1 " = 75' mim 0' 75' III Ilk AI MIL TR 13 OF SURVEY 5/102 ��e '•.L {� • 502.1a * iv. • . N AY • L.ownAnc. ' rdum mik - UmStb't3E51GNT'Ft 17711111101111.117.10011111070111101 EXPIRES 2/25/2027 6/4/25 SEPTIC SYSTEM NOTES THE ONSITE SEPTIC SYSTEM DESIGNED FOR THIS PROPERTY IS IS NOT RATED FOR USE WITH A SINK GARBAGE DISPOSAL. USE OF A GARBAGE DISPOSAL CAN INCREASE THE WASTE STRENGTH OF THE SEWAGEOAND ED W ER IS RESPONSIBLE. FAILURE BLE.OF THE SEPTIC SYSTEM.FOR WHICH THE OWNER IS RESPONSIBLE. THE ONSITE SEPTIC SYSTEM DESIGNED FOR THIS PLLRAACCOC)C)PERTY APPROVED D RAINS NS DFROM E SAND MI MECHANICAL COND GREY WATEReD ENSATFL E,ORM DRAINS,AND OTHER DRAINAGE SOURCES ARE NOT TO BE CONNECTED J U N 0 9 2025 TO THIS ONSITE SERGE SYSTEM[ DRAIN TOTO THE ASH SEPTIC TANKS. DO N�OTR IN POURINKS OR DRAINS PAINT INTO SINKS MASON COUNTY ENVIRONMENTAL HEALTH DRAINS THAT DRAIN INTO THE SEPTIC TANKS. LIMIT THE USE OF BLEACH, ANTI- INTO THE SEPTIC TANKS OTHERBACTERIA-KILLINGCHEMICALS THAT RET THIS IS NOT A SURVEY SITE FEATURES.TOPOGRAPHY,ELEVATIONS,AND BENCHMARKS ARE BASED ON ASSUMED DATUM PROVIDED BY THE OWNER AND PIERCE COUNTY PLANNING RECORDS,AND ARE INTENDED ONLY FOR THE REVIEW AND CONSTRUCTION OF THE PROPOSED SEPTIC SYSTEM CLIENT: DESIGN. APEX SEPTIC DESIGN.LLC RECOMMENDS THAT A UCENSED PROFESSIONAL LAND SURVEYOR ALWAYS BE USED TO SET CORNERS. K EV I N SMITH ESTABLISH LOT LINES.DETERMIN ELEVATIONS AND TOPOGRAPHY, AND/OR PROVIDE A LEGAL SITE PLAN. METHODS AND EOUIPU ENT THIS IS NOT A SURVEY. SITE FEATURES.TOPOGRAPHY.ELEVATIONS. AND BENCHMARKS ARE BASED ON ASSUMED DATUM PROVIDED BY PROPERTY INFORMATION:THE OWNER AND PIERCE COUNTY PLANNING RECORDS.AND GIS INFORMATION.AND INTENDED ONLY FOR THE REVIEW AND CONSTRUCTION OF THE SEPTIC SYSTEM DESIGN. PN: 3 2 2 2 3- 7 7- 00130 SEPTIC DESIGN. LLC FIELD FIS3 GN S ROVER. .A PERFORMED WITH D TA C LLEC OGN A BASE SITE ADDRESS: 3 61 N E S O U T H R I D G E D R BAUD RS3 GNSS ROVER•AND EMLID FLOW DATA COLLECTION APP PO Box 801,Gig Harbor,WA 98335 253.509.9922 APEX SEPTIC DESIGN.LLC RECOMMENDS THAT A LICENSED PROFESSIONAL LAND SURVEYOR ALWAYS BE USED TO SET CORNERS.ESTABLISH LOT UNES, DETERMINE SITE ELEVATIONS AND TOPOGRAPHY.AND PROVIDE A LEGAL SITE PLAN. DRAWN: LP, 6/4/25 PAGE 1 OF 2 I I / i / \--RsG� DR \� i ,N / c��1�i / / 239.26 / / / / / / / / / / / \ ___ / .... / 1f7 TO WELL / i EXISTING WELL A 7 ....._ i 10d TO WELL \ r O� c \I:4 k \ k \ 100'TO WELL PRIMARY AND RESERVE DRAINFIELD 3 EA 16'X 16'M-31 GLENDON MODULES WITH 21.3 X 21/3'CONCENTRIC RESERVE 16'x 16'M-31 MODULE(TYP) ei»' `f 21 3'X 21.3'CONCENTRIC RESERVE(TYP) '/♦ t,:� . �� b w1 cI d �\ 1 ; III ,\ ' MAN •LD N. �,� \ .z EX POLE BUILDING 7 ED FORCEMAIN ` ---- --------, ---_,,�Y `rPANEL / 4*4 .., CAPPED STUBOUT 7 PUMP TANK / . PTIC TANK . , 5dTOTOB / i �/ .' �. 16 TOB94%SLOPE --- — — -- / (40 / . .• . PTIC,TbI tM NOTES A► E ONSITE SEPTIC SYSTEM DESIGNED FOR THIS PROPERTY = EFNOT RATED FORUSEP WITHL A SINK CRE SE H DISPOSAL /� A e.. IS OFT GARBAGETED DISPOSAL CAN THEINCREASE WASTE STRENGTH THE SEWAGE AND LEAD TO PREMATURE FAILURE OF THE SEPTIC ��ty STEM.FOR WHICH THE OWNER IS RESPONSIBLE, A i yr.0 MA E ONSITE SEPTIC STSI1W DESIGNED FOR THIS PROPERTY AI J U N 0 9 2025 INTENDED F HOUSEHOLD GREY WATER AND B KWATER WAGE ONLY p(EE.G..TOILETS,SHOWERS,SINKS,ETCC�). FLOOR /+T �%� AINS FROM OVERFLOW AND MECHANICAL.CONDENSATE.STORM me ' AIlk AINS.AND OTHER DRAINAGE SOURCES ARE NOT TO BE CONNECTED , • T THIS OHSrrE SEWGE SYSTEM RECORD DRAWING (INSET) �� �' ';l MASON COUNTY ENVIRONMENTAL HEALTH NOT WASH PAINT BRUSHES/ROLLER IN SINKS OR DRAINS THAT • 5� I AN AIN TO THE SEPTIC TANKS. b0 NOT POUR PAINT INTO SINKS OR SCALE: 1 I I = 3 0' ,4 •.• Lowrance• M.'urdum ' = R E T AINS THAT DRAIN INTO THE SEPTIC TANKS. OMIT THE USE OF BLEACH, LICENSED DESIGNER AT DRAIN BACTERIAL O THSOE SEPOR TIC TANKS BACTERIA-KILUNC CHEMICALS / //j/j j//j j jJZ/L/t/i/% - 'EXPIRES 2/2 5/2 02 71 a 3a 6/4/25 IS IS NOT A SURVEY I FEATURES.TOPOGRAPHY,ELEVATIONS.AND BENCHMARKS E BASED ON ASSUMED DATUM PROVIDED BY THE OWNER AND :GCE COUNTY PLANNING RECORDS.AND ARE INTENDED ONLY FOR E REVIEW AND CONSTRUCTION OF THE PROPOSED SEPTIC ST I AN C L I E N T: SIGN.APEX SEPTIC DESIGN,LLC RECOMMENDS THAT A UCENSED OFESSIONAL LAND SURVEYOR ALWAYS BE USED TO SET CORNERS. TABUSH LOT ONES,DETERMIN ELEVATIONS AND TOPOGRAPHY. K EV I N SMITH D/OR PROVIDE A LEGAL SITE PLAN. THODS AND EQUIPMENT IS IS NOT A SURVEY.SITE FEATURES.TOPOGRAPHY,ELEVATIONS, D BENCHMARKS ARE BASED ON ASSUMED DATUM PROVIDED BY PROPERTY INFORMATION E OWNER AND PIERCE COUNTY PLANNING RECORDS.AND GIS "ORMATION.AND INTENDED ONLY FOR THE REVIEW AND CONSTRUCTION THE SEPTIC SYSTEM DESIGN. P N: 3 2 2 2 3— 7 7— 00130 SEPTIC DESIGN, L L C 'LD MEASUREMENTS ROVEPERFORMED WITH AN DATA COLLECTION ONA BASE SITE ADDRESS: 361 NE SOUTHRIDGE DR WO R53 CNSS ROVER,AND EMIR)FLOW DATA COLLECTION APP PO Box 801,Gig Harbor,WA 98335 253.509.9922 EX SEPTIC DESIGN,LLC RECOMMENDS THAT A UCENSED PROFESSIONAL ND TERMINE�SITER ALWAYS TONS USED TO TO POGRAPHY.E N PROVIDEH LOT LINES, A LEGAL SITE PLAN. DRAWN: LP, 6/4/25 PAGE 2 OF 2