HomeMy WebLinkAboutSWG2024-00233 - SWG Application / Design - 5/24/2024 584
MASON COUNTY 415NBTHELTON:STREET,SHELTO70,EXT 400
SHELTON:360d27-9870,ENT 400
BELFAIR:360-275-0487,ENT 400
Public Health & Human Services ELMA:360-482.5269,EXT 400
FAX:360-427-7787
On-Site Sewage System Permit: SWG2024-00233
APPLICANT MURDOCK ET AL THOMAS Phone:
Address: 13105 118th St CT E PUYALLUP,WA 98374
OWNER MURDOCK ET AL THOMAS Phone:
Address: 13105 118th St CT E PUYALLUP,WA 98374
SEWAGE DESIGNER BOB PAYSSE" Phone: 360-426-1803
Address: 3083 E Mason Benson Road GRAPEVIEW,WA 98546
Site Address: 130 N DUCKABUSH DR WEST
Primary Parcel Number: 422045100010
Permit Description: New 2bd ATU to pressure trench
Permit Submitted Date: 05124/2024
Permit Issued Date: 06/03/2024
Issued By: Rhonda Thompson
Current Permit Fees Paid: $540.00 (additional fees may W ra9mred upon lnsbllobw asystem).
Permit Expiration Date: 05/29/2027 (msad oa data dmspaodon)
Permit Conditions:
1 Proposed development subject to zoning requirements and approval by the planning
department staff per Mason County Title 17.
2 Permit must be installed by a Mason County Certified Installer unless prior written
authorization from Mason County is obtained.
3 Drainfield installation not to exceed designed upslope and downslope depth specified on
design form.
4 Installer is responsible for obtaining Mason County installation approval prior to backfill of
system components.
5 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to
backfill of system components.
6 Mason County Asbu/It 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: mmonmuntywa.govnwalthienvimnmental/onsiteloss-inspection-requeat.php or call:
360-427-9670,extension 400.
OFFICIAL USE ONLY
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ON-SITE SEWAGE SYSTEM APPLICATION
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APPLIGAN! PNaxE rn
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THOMAS MURDOCK & MERLE PRESLAR c
MMLINGADDREW-VREET CITY.STATE,ZIP000f a,
13105 118TH ST CT E PUYALLUP WA 98374 a
SMEACORESS-STREET.CrtY,ZIP COCE^
130 DUCKABUSH DR W HOODSPORT WA 98548
NAME OF DESIGNER P E I N
ROBERT H. PAYSSE 360-426-1803
MMEOFINSTALLER PIICNE I N
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PERMITTYPE( I ) DRINKING WATER SOURCE W lO
0 RESIDENTIALOSS IfCOMMUNITYCSS 15COMMERCIAOSS El PRIVATE INDIVIDUALMLL EDPRNATETWO-PARTYWELL 2 IA
TYPE OFM m(r —) m PUBLIC HATER SYSTEM CUSNMAN WATER
®NEWCONSTRUCTIONIUPGRADES 51REPAIRIREPLACEMENT OTIIERDETAILS(MYf09PWF []TABLE IX REPAIR ICI
SUBMITTALS CISURFACINGSEWAGE DEXISTINGFAILURE ❑SHORELINE
®DESIGN FORM(REQUIRED) ®SEPTIC DESIGN(REQUIRED) BEDROOMS LOT NTE r I �
ILWWVER(S)(IFAPPLICABLE) 2 0.21 ACRES I�
NRECTIOWTOSTEANDSITECIX TIONS:Ec.bJ )
N HWY 101 TOWARDS HOODSPORT. LEFT ON N LAKE CUSHMAN ROAD. FOLLOW I
UP HILL TO LAKE CUSHMAN. LEFT ON N DUCKABUSH WAY. RIGHT ON r
DUCKABUSH DR W. FOLLOW TO SITE ADDRESS AND SITE ON RIGHT. PDI SIGN o 0
POSTED. I I
BRE MMSTSE Fl0100ED FgMEAM ROAD AND TEST MOTES ARSTK FIAOOED MTFN TESTMOIF NUIEWAS. I 0
OFFICIAL USE ONLY BELOW THIS LINE
UPGRACE/FAILURESOURCER P,UMSS)
O VOLUNTARY []MAINTNTENANCEIPUMPING QBUILOING PERMIT OHOME SALE OCOMPIAINT L30TXER'.
INSPECTOR WIL LOVE CIXAMENTS ICCNOrtIONS O
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RECORDDRAWNGANDINSTALNTICNREAMO
801LCODEB:
V=VERY G=GRAVELLY B•SAND L=LOAM SI•GILT C=CIAY E•E%TRELY ME R•RWTS REQUIRED FOR FIN9LAPPROINL
INSPECTOR SIONATURE DATE APPLICATION EXPIVOION GATE APP,I ATICNAPPROVMISSUED BY DATE
TXM FORM NAYS BCA.NED AND AMLABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBBITE REVISEOI..15
DESIGN FORM—PAGE ONE Assessor's Parcel Number: 4 2 2 0 4 — 5 1 — 0 0 0 1 0
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 sire.t4aximum a r size: //"X/7"
PARCEL IDENTIFICATION
Permit Number: SWCn_2CA5! 00 9 Designer's Name: ROBERT H.PAYSSE
Applicant's Name: T.MURDOCK/M.PRESLAR Designer's Phone Number: 360'426-1803
Mailing Address: 13105118TH ST CT E Designer's Address: 3083 E MASON BENSON RD
PUYALLUP WA M74 GRAPEVIE WA 91t51a
city State Zip city State Zip
N PARAMETERS
Treatment Device
❑Glendon Biofilter ❑Sand Filter ❑Mound ❑Send Lined Dminfield ❑Recirculating Filter,Type:
S(Aembic Unit Make/Modcl NUWTER BNR500 ❑Disinfection Unit Make/hlodel Other:
Drainfield Type
❑Gravity Rf Pressure Rf Trench ❑Bed ❑Sub Surface Drip
Septic Tank/Drainfteld Specifications I.Aterala
Number of Bedrooms 2 Schedule/Class SCH.40
Daily Flow:Operating Capacity 180 gpd Length 34 ft
Daily Flow:Design Flow 240 gpd Diameter 1.25 in
Septic Took Capacity(working) BNR500 gal Number 3
Receiving Soil Type(1-6) 3 Separation 9 ft
Receiving Soil Appl.Rate 0.8 gpd/ft' Orifices
Required Primary Area 306 ft Total Number of Orifices 27
Designed Primary Area 306 ft' ✓ Diameter 3/16 in
Designed Reserve Area 306 ftr Spacing 48 in
Trench/Bed Width 3 It Manifold
Trench/Bed Length 102 ft Schedule/Class SCH.40
Elevation Measurements / Length 20 ft
Original Drainfield Area Slope 5 %V Diameter 1.25 in
New Slope,If Altered 5 % Preferred manifold configuration used? RrNes O No
Depth of Excavation Upsiope 14 in Transport Pipe
from Original Grade D ,,c slope 12 in Schedule/Class SCH.40
Designed Vertical Separation 12+ in Length 25 It
Glavelless Chambers Required? ❑Yes 16 No O Optional Diameter 2 in
Pump Required? If Yes O No Dosing and Pump Chamber
Pump/Siphon Specifications Number ofdoses/day 4 ✓
Diff.in Elevation Between Pump&Uppermost Orifice 15 ft Dose quantity 60 gal
Drainfield Squirt Height/Selected Residual(head) 2 Q Chamber Capacity(Flood) 1500 gal
Uppermost Orifice if Higher O Lower than Pump Shutoff V/ Pump controls:Please check those required.
Capacity®Total Pressure Head 15.9 gpm IPTTimef G(Elapse Meter G(Event Counter
Calculated Total Pressure Head 22.7 ft If Timer: Pump on 1.5 MIN ,Pump off 6 HRS
Comments APPROVED
.lull 03 2024
MASON COUNTY ENVIRONMENTAL HEALTH
RET
DESIGN FORM—PAGE TWO Assessor's Parcel Number:4 2 2 0 4 — 5 1 — 0 0 0 1 0
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
RJ Test hole locations 10 Drainfield orientation and layout Reference depth from original grade:
66 Soil logs R1 Trench/bed dimensions and Rf Septic tank
6d Property lines critical distances within layout 17 Drainfield cover
m Existing and proposed wells Rf D-Box/Valve box locations Reference depth from original grade
within 100 ft of property Ed Septic tank/pump chamber and restrictive strata:
19 Measurements to cuts,banks,and locations 19 Laterals,trenchlbed,top and
surface water and critical areas Rl Observation port location bottom
0 Location and orientation of E9 Clean-out location ❑ Curtain drain collector
curtain drain and all absorption El Manifold placement ❑ Sand augmentation
components 19 Orifice placement Other cross-section detail:
9 Location and dimension of 56 Lateral placement with distance Rf Observation ports/clean-outs
primary system and reserve area to edge of bed Other Information
m Buildings R1 Audible/visual alarm referenced Yes No
21 Direction of slope indicator Ed Scale of drawing shown on scale 16 ❑ Design staked out
id Waterlines bar ❑ Rf Recorded Notices attached
66 Roads,easements,driveways, ❑ 1f Waiver(s)attached
parking Gd ❑ Pump curve attached
m North arrow and scale drawing ❑ 69 Evaluation of failure
shown on scale bar Non-residential justification
❑ 1f Waste strength
❑ 9Flow
DESIGN APPROVAL
The undersigned designer must be notified by installer at time of installation fig Yes ❑ No
Signatilre of Designer S/D��
The undersigned bas reviewed this design on behalf of Mason County Public Health and determined it to be in
compliance with state and local on-site regulations:
Environmental Health Sp cialist 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:
✓ Drainfreld 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
NO FOUNDATION DRAIN
30' DOWN GRADIENT OF
PRIMARY/RESERVE DRAINFIELD
1 � h
1 _
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FUTURE HOME I
ILOCATION I +1
BUIDLING 1
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MAINTAIN LONE SETBACK -_ I
TO WATERLINE I
FROM SEPTIC LINES ---
& COMPONENTS ' O
1
0
I I I
I
I 1 NVWATER BNR500
1 1500 PUMP TANK I
PROPOSED
I I DRAINFIELD
I 1 So +I
1 I I
11 1
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I I I
APPROVED =fi
DUCKABUSI-I DRIVE W JUN 03 2024 ,�,
ev'i°r'wvsaE
MASON COUNTY ENVIRONMENTAL HEALTH EKPIRE;
AT RET AN ASBHILTI INSTALL SIGNOFF FEE WILL
BE CHARGED AT TIME OF INSTALLATION
PIONEERPIONE K DIGGIN�WG CUSTOMER M45D"D / T� HO EI TFSTHOLE2 T36T LE3:
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SEPTIC DESIGNS ADDRESS 130 DLKXABLLSH DR W ROOTS®32 RWTS @ m Rol)T 036
3083EMA.90NBE Kf) GRV' EWWA985* DESIGNER: R.OBERTRPAYSSE
OFFICE 360426I803 FA% 360-42]-]353 SHEET: SIZE PWN SGV.E r== ew. a.urw...vve�.e mascvewum.0
1 RISER/LID
FOUNDATION 1 OR VALVE BOX 2"SCH. 40
SETBACK I T/LINE
1'---___
CLEANOUT
/ 1 BALL
� I VALVES
O CHECK
O 1 VALVES
VALVE BOX (AS NEEDED
IAT I THREADED CAP
1�7 I
I J"ORIFICES
1200 W/SHIELDS
1
S� I 90' SWEEP
OB PORT I
& C/O GLUED TEE
1
5' OBSERVATION
CLEANOVT PORT
ORIG.
VI _ GRADE
3
FI LTER
FABRIC 1
1 IT
WASHED
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-- L , APPkIOVED
ROEEOi�X�1MV6EE
.....
__ JUN103 202
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EXPIRES tN
AN ASSUILTI INSTALL SIGNOFF FEE WILL MA EREi NIIENTAL NEAT. REST. LAYER
BE CHARGED AT TIME OF INSTALLATION
`usTOMER: M`➢`DOCK/ " TEST HOLE1: TESTHOLE2 TESTHOLE3.
PIONEER DIGGWG, NC- PARCEL x 42204-51-00010 U32 a5 o-B Gas &36a
32,COAT L 2&COMPS 3 COWG
SEPTIC DESIGNS ADDRESS L30 DUCKABUSH DR W ROOTS®32 ROOTS IS 28 ROOTS 6 36
3083 E MASON BENSON R.D. (RAPEV ,WA 98596 DESIGNER: RDBERT FL PAYSSEPP
OFFICE-3604261803 FAX-3604V-2353 SHEET: DFDE ,% SCALE. P=10' """'"""°'°°O"" f°"6ETM•"•'"'F'"
9-1
Iihe yPumps
f '. ® APPROVED
A JUN 03 2024
I MASONCOUNiYENVIRONMENTALHEAUH
RET
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LITERAL LATERAL FEEDER TOTAL ORIFICE ORIFICE ORIFICE DIST.TO TOTAL TOTAL
LATERAL# LENGTH PIPESIZE LENGTH LENGTH SIZE(imh) DISCHARGE SPACING 15TORIFICE ORIFICES HEAD
(feel (inches) (feet) (feet) RATE(g#m) (feet) (inhes) (feet)
1 34 1.25 3 37 3/lE 0.59 4 12 9 0.17
2 34 1.25 9 43 3/16- 0.59 4 12 9 0.19
4 34 1.25 18 52 3/16. 0.59 4 12 9 0.24
DRAINFIELD HEAD(feet) 0.60
TRANSPORTLNE HEAD(het) 0.12
ELEVATION CHANGE(het) 15
RESIDDAL/SCILHI T(het) 2
EXTRA LOSS/FITTINGS Ihet1 S
TOTAL DYNAMIC HEAD(feet) 22.72
TOTALGALIONSPERMINtFE 15.93
PIONEER DIGGING, INC CUSTOMER MUU)OCK/
rARCEL a:42z0+51.O O
SEPTIC DESIGNS ADDRESS, 130D11CXAELISHE)RW
3083EMASONBEWNRD. CAAPENEW,WA98546 DESIGNER: ROBERLT H PAYSSE
OFTICF-3604261803 FAX-3504Z7-2353 SHEET: CA1.CS SCALE NA
3
TANKS MUST BE .M
ON STATE DOH
AOF5EWDLIST NUWATER
OF BNR500
TAANKSNKS
PUMPTANKS ' '
OVERIDODGAL USE RUBBER
REOVIRESTWO 'S GROMETS FOR
ACCESS RISERS {�F'f O Y Y... TRANSPORT LINE
RADE P r R AND ELECTRICAL
TOG
J ON RISERS. MAKE
PUMPTANKS . ..•'.. e ..;•., :r
SURE ALL HOLES
LOCATEDATHIGHER ARE WATER-TIGHT
ELEVATION THAN MASON COUNTV ENVIRONMENTAL HEALTH
DRAINFIELD MUST RET
HAVEANTI-SIPHON NUWATER CONTROL PANEL
DEVICE INSTALLED. 24'RIBBED RISERS
W/WATER TIGHT LIDS
FINISHED GRADE
eiernuu�wnac mne
m ucwsco neomcwn
e�erniu�mnwi* TRAN5VOKI LINE
INLET UNION&BALL VALVE
WATER-TIGHT f"GALL0NWA7ER77GHT
/OINT5 CONCRE7Fol/MVT.4NK
CHECKVALVE
HIGH WATER FLOAT
USE TANKS FITTED
ON/OFF FLOAT W/CAST IN WATER
TIGHT FITTINGS FOR
PUMP BUCKET NL AST N R15EFL
ADAPTERS TO
Mm" . : 'e . .. .• ;. . , . _�. ENSURE WATER
Q. FceemF P.rn¢e TIGHTNESS
m -rn
E%P�FES
PIONEER DIGGIING, LING CUSTOMER: NUJRDOC""`�"R A EN
PARCEL R 42204-5H10010 INSTALL TANKS ON ORIGINAL OR
SEPTIC DESIGNS ADDRFSS: 00DIKXABUSHDKW COMPACTED LEVEL SOILS. RVNCR05S
CONNEC3 13EMASONBDWNRD. GRAPEVIEW.WAW5* DESIGNER: ROBERT H.PAYSSE AVOIDSTIONSINTD ORIGINALSOILS TO
OFBCE-36o4261803 FAK 360-427-2353 DESIGN PAGE TANKS DETM. AVOID SETTLING.
'Installation&System Notes
1. Installer must contact designer for final inspection of the installation prior to cover. All components,including tanks,lids,
transport line,drainfield,and water lines must be open for inspection. A$350.00 fee will be charged for time involved with the
inspection of the installation and creation of the record drawing. The designer reserves the right to charge additional fees if
multiple visits are needed due to installation errors or inaccessible components.
2.This septic design must be installed by a certified installer with the local health department. All components shall be installed
according to state,county,and manufacturer requirements. For Homeowner Installs,the owner must get approval from the
designer and local health department prior to attempting installation.
3. Designer is not a surveyor. Installer must familiarize themselves with property line locations prior to installation. Any
confusion or conflicts with line locations should be reported to the property owner. A licensed surveyor may be necessary prior
to installation to confirm all line locations. Any discrepancies found must be reported to the designer immediately.
4. Drainfield area may only be cleared by a licensed installer familiar with sensitive drainfield area preservation. The builder,lot
developer,or property owner shall not clear the drainfield area. Any clearing required for drainfield installation shall not
remove or disturb any topsoil in Primary and Reserve areas. Removal or disturbance to drainfield soils could render design
void.
5.The property owner and installer are responsible for locating all underground utilities(ex.water,gas,electric)prior to
installation. Any utility locations shown within design drawings are likely approximate and may not be exact.
6.All proposed tanks must be installed on original soils or compacted gravels. Extend all tank connection lines out onto original
soil to avoid settling issues. Risers and lids must be brought to finished grade and left accessible for future operations and
maintenance. Component manufacturers(ex.ATU,Glendon,)may have other requirements not listed within this design.
7.All electrical wiring shall be done by a licensed electrician or homeowner(if allowed)and must be permitted through Labor
andlndustries. Designer not responsible for electrical permitting or other electrical specific code requirements.
8.The proposed septic system should be installed in dry weather conditions. Any failed attempts at installation during wet
weather conditions may render this design void.
9. Maintain 10ft to waterlines with all septic components. If less than 10ft is required,sleeving in sch.40 pvc is required. If
sewage transport lines and waterlines must cross,waterline must be 18"above sewage line with one of the lines sleeved in sch.
40 pvc 10ft in each direction of crossing.
10.This design may include waiver applications with specific mitigation measures pertaining to installation,operation and
maintenance of the proposed components.
11.Stormwater runoff,footing drains,roof drains must be diverted away from any septic systemcomponents. Nocurtain,
foundation,perimeter drains shall be Installed 30ft downslope and loft upslope of drainfield areas.
12.This design is site specific and intended to meet state and county requirements that are related to the system components
being proposed. Any placement of proposed buildings,proposed wells or other non-related items on these drawings may or
may not meet other requirements.
13.All onsite septic systems require regular maintenance to verity satisfactory operation. The j�'stem owner/operator is
responsible for the continuous operation and maintenance of the system per WAC 246-272A.7t�r�1 q��ln Vt4 ce
information, refer to Mason County Public Health Homeowner's Manual,which should be received aftg r ins[a 202 val.
14.System owner should be Cautious of landscaping around septic components. Root intrp�SEi�oq��nNN JUN 3 2024
can cause premature failure of the drainfield area. In addition,bushes and trees should be k'Spt'COUNTY ENVIRONMENTAL HEALTH
away from lids and other septic maintenance points. RET
15. Changes made at time of installation may impact designer calculations,pump sizing,and
compliance w/county and state requirements. Contact designer prior to install w/any r
proposed variations from design. Changes may result in additional fees and permitting.
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CUSTO
PIONEER DIGGING, INC PARCEL
M4-51-0 K/
PARCEL x.427119-51-00010 sT
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,d SEPTIC DESIGNS ADDRESS: 130DUCXABUSHDRW �„F....
3083EntAsoNBDWNRD. can IEsv,WAWW DESIGNER FLOBEILT Ft PAYSSE EXRRE5
OFFICE-3604261803 FAX-3604ZJ2353 SHEET: NOTES SCALE: NA