HomeMy WebLinkAboutSWG2024-00208 - SWG Application / Design - 5/10/2024 ® MASON COUNTY 415Na SHELTON:S427-96,WA98580
BHELTOR:36 0-2 75 4170,EXT 400
BELFAIR:380-275-4487,EXT 000
Public Health & Human Services ELMA:360482-5269:EXT 400
FAX:360427-7787
On-Site Sewage System Permit: SWG2024-00208
APPLICANT LIANG I AL MICHAEL TSU HUI Phone:
Address: MARK BRANDON HOYLE TACOMA, WA 98406
OWNER LIANG ET AL MICHAEL TSU HUI Phone:
Address: MARK BRANDON HOYLE TACOMA,WA 98406
SEPTIC DESIGNER BOB PAYSSEe Phone: 360-426-1803.
Address: 3083 E Mason Benson Road GRAPEVIEW,WA 98546
Site Address: 681 E Jared Rd
Primary Parcel Number: 220257700030
Pemlit Description: 3-bedroom Nu Water BNR500 system
Permit Submitted Date: 0 5/1 012 0 2 4
Permit Issued Date: 08/09/2024
Issued By: David Anderson
Current Permit Fees Paid: $540.00 (additional leas may be required opdd insulation of system)
Permit Expiration Date: 05/30/2027 (baseboddare ofinapepbad)
Permit Conditions:
1 Proposed development subject to zoning requirements and approval by the planning
department staff per Mason County Title 17,
2 Pemrit 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/Engineerinstallation approval prior to
backfill of system components.
6 Mason County Asbuift 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/healthlenvironmentallonsiteloss4nspectiont quest.php or call:
360-427-9670,extension 400.
OFFICIAL USE ONLY
MASON COUNTY OTFEO US® -
COMMUNTIYSERVICES D W O m
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ON-SITE SEWAGE SYSTEM APPLICATION ; a
APPLICANT PHONE m m
MICHAEL LAING z
MuuxGAoorgss-sTREET.vrcerArE,avrAce C
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4510 N 10TH ST TACOMA WA 98406 m
SITEAWRESS-STREET Cl Y APCODE p
681 E JARED RD SHELTON WA 98584
NAME OF DESIGNER PHONE I N
ROBERT H. PAYSSE 360-426-1803
NAME OFINSTALLER PHONE O I c'
TBD g I PERMITTYPEpcM ) DMNMNG NMTEA SOURCE T N
RESIDENTIALOSS ffCOMMUNITYOSS 6COMMERCIALOSS 9'PRIVATE INDNIDUALNELL 6'PRNATETYWPARTYWELL =
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TAP PUBLIC VMTER SYSTEM
TYPE OF NORK(y.W pq) Idi
ff NEW CONSTRUCTION I UPGRADES REPAIR/REPLACEMENT OTHER CETAIIS(aMN YMY+Pt59 OTABLE IX REPAIR V
SUBMITTALS O SURFACING SEWAGE O EXISTING FAILURE OSHORELINE
DESIGN FORM(REQUIRED) SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SRE 0
O WNVER(S)(IFAPPLICABLE) 3 5 ACRES °
x dRECTIp45 TO$ITEAND SIZE CON..f^TICNS.(ev.bclstlgb) O
N HWY 3, LEFT ON PICKERING RD. CONTINUE ON PICKERING TO AND ACROSS 10
HARSTINE ISLAND BRIDGE. AFTER BRIDGE TURN RIGHT AT STOP SIGN ON SOUTH r
ISLAND DRIVE. CONTINUE TO RIGHT ON HARSTINE ISLAND RD SOUTH. FOLLOW TO 10
RIGHT JARED ROAD. CONTINUE TO SITE ADDRESS, JUST BEFORE NICOLE LANE, I w
PDI SIGN POSED.
SREWIET BEMDDEDFROIIYAM ROAD AND TEST NOILSYM51lEgADYEDW/MTEdTHIXENLYBERE
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE/FNLURESOURCEIIP, O Npu P )
❑VOLUNTARY OMAINTENANCE/PUMPING O BUILDING PERMIT OHOMESALE OCOMPIAINT OOTHER:
INSPECTOR SOIL LOOS LGMMENTSICCNDITIONS
01;Q-38" 41-5
1-6fat 3S" "'!
FIl%Q-�` ��5 �lUJnniLj�l MAY 1 07024
Byi
dgLD00E3. RECORD DRAW NG AND INSTALLATION REPORT
V.VERY G-GRNVELLY S-SAND L-UM B-SILT C-CLAY E=EXTREMELY R=ROOTS REQUIRED FOR RNALAPPROVAL.
RSKiNiTURE DATE NRLICATION EN%MTION DATE APPLILATI PROVENISSIIfpBY DATE
TH FORM WYSE SCANNEDANDAVAILABLE FOR PUBLIC NEW ON WE MASON COUNTYWESSIE REVISED IWM15
DESIGN FORM-PAGE ONE Assessor's Parcel Number: 2 2 0 2 5 - 7 7 - 0 0 0 3 0
A design will be reviewed when 3 copies of each of the following are submitted:
v Completed design form that has been signed and dated. 0 Scaled layout sketch,including all applicable items on checklist
•Scaled plot plan,including all applicable items on checklist. I Cross-section sketch,including all applicable items on checklist.
This form maybe scanned and available for public view on the Mason County Web site-werrimunn p.per sue: 11"X 17"
// PARCEL IDENTIFICATION _
Permit Number: SWG ZO ZV Designer's Name: ROBERT H.PAYSSE
Applicant's Name: MICHAEL LAING Designer's Phone Number: 360426-1803
Mailing Address: 4510 N 10TH ST Designer's Address: 3083 E MASON BENSON RD
TACOMA WA 9mos GRAPEVIEW WA 985C6
city Stafa ZIN
city Smtc Zip
DESIGN PARAMETERS 1111111111111117
Treatment Device
❑Glendon Biofilter ❑Sand Filter ❑Mound ❑Sand Lined Drainfield ❑Recirculating Filter,Type:
S(Aerobic Unit Makc/Model NUWFER 81,111500 ODisinfeclion Unit Meke/hlodel Other:
Drainfield Type
❑Gravity RrPressure frl(Trench ❑Bed ❑Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 3 Schedule/Class SCH.40
Daily Flow:Operating Capacity 270 gpd Length 50 ft
Daily Flow:Design Flow 360 gpd Diameter 1.25 - in
Septic Tank Capacity(working) BNR500 gal Number 3 -
T
Receiving Soil Type(1-6) 3 Separation 10* ft
Receiving Soil Appl.Rate 0.8 r gpd/ft' Orifices
Required Primary Area 450 t'tr Total Number of Orifices 39
Designed Primary Area 45-0 �.' ft' Diameter 3116 in
Designed Reserve Area 450 ft- Spacing 48 / in
Trench/Bed Width 3 ft Manifold
Trench/Bed Length 150 / ft Schedule/Class SCH.40 -
Elevation Measurements Length 20 ft
Original Drainfield Area Slope 13 - % Diameter 1.25 in
New Slope,If Altered 13 - o/ Preferred manifold configuration used? RfYes O No
Depth of Excavation Up-slope, 14 in Transport Pipe
from Original Grade Oo..m-slope, 9 in Schedule/Class SCH.40 -
Designed Vertical Separation 12+ in Length 50 ft
Gmvclless Chambers Required? ❑Yes 16 No Cl Optional Diameter 2 in
Pump Required? lid Yes O No Dosing and Pump Chamber
Pump/Siphon Specifications Number ofdoses/day 6
Diff.in Elevation Between Pump&Uppermost Orifice 0 ft Dose quantity 60 gal
Drainfield Squirt Height/Selected Residual(head) 2 ft Chamber Capacity(flood) 1500 gal
Uppermost Orifice If Higher O Lower than Pump Shutoff Pump controls:Please check those required.
Capacity @ Tout Pressure Head 23 gpm 21Timer Sklapse Meter fri(Event Counter
Calculated Total Pressure Head 9 It If Timer: Pump on L2 MIN ,pump off 4 HRS
Comments
' DESIGN FORM—PAGE TWO Assessor's Parcel Number:2 2 0 2 5 — 7 7 -- 0 0 0 3 0
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
Ed Test hole locations 66 Drainfield orientation and layout Reference depth from original grade:
A Soil logs Rf Trench/bed dimensions and Rf Septic tank
16 Property lines critical distances within layout 19 Drainfield cover
16 Existing and proposed wells 19 D-Box/Valve box locations Reference depth from original grade
within 100 R of property 19 Septic tank/pump chamber and restrictive strata:
19 Measurements to cuts,banks,and locations fd Laterals,trenchlbed,top and
surface water and critical areas EA Observation port location bottom
0 Location and orientation of 19 Clean-out location ❑ Curtain drain collector
curtain drain and all absorption Ed Manifold placement ❑ Sand augmentation
components 0 Orifice placement Other cross-section detail:
Ib Location and dimension of Ed Rf Observation ports/clean-outs
primary system and reserve area Lateral placement with distance
to edge of bed Other Information
Ed Buildings Rf Audible/visual alarm referenced Yes No
Ib Direction of slope indicator Rf Scale of drawing shown on scale 1$ ❑ Design staked out
9 Waterlines bar ❑ Rf Recorded Notices attached
21 Roads,easements,driveways, ❑ Rf Waiver(s)attached
parking [if ❑ Pump curve attached
lid North arrow and scale drawing ❑ fd Evaluation of failure
shown on scale bar Non-residential justification
❑ Rf Waste strength
❑ Rf Flow
DESIGN APPROVAL
The undersigned designer must be notified
byQpinstalle t time of installation R1 Yes ❑ No
D1nJtPT A -e re ( `Y
Signature of Designees Date ^A
The undersigned has reviewed this design on behalf of Mason County Public Health and determmiinnEd n
compliance with state and local on-s' gulatlons:
/�jCU7i� ��SCNCO(i A�G09 '
Environmental Health Specialist Daze NnfNh �Q14
A'N�N
✓AUTIION: DES design is IGN APPROVALA �d b VALID o ONLY FUND blicUNDER HE FOLLOWING CON)TN7T[O4F"g1HEq/rF
✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: J( j Q l L��L
✓ Drainfleld 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: 12/72015
------------------------------------------
DARED ROAD EXISTING ACCESS
PROPOSED
I HOME
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EXISTING
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PROPOSED 6 NUWATER
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DRAINFIELD
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AN ASBUILTI INSTALL SIGNOFF FEE WILL
BE CHARGED AT TIME OF INSTALLATION
2.
PIONEER DIGGWG, NC- cusroMER MIC7IAFL LAQJG TEST HOLE I: TEST HOLE 2
PAR *.CEL 22025-77,00030 3 COo- as
2+ OMP.CS 2H CAAN fS
SEPTIC DESIGNS ADDRESS RDBERPDRD flans 3'- L
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R3 E MASON BHJSON ftD. cftnrEvlEw,wn 9Bs46 DESIGNER ROBFAT N PAYScE
OFFICE 360426M03 FAX-3604T/-2353 SHEET: SITE PLAN SCALE P=IW
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TANKS MUST BE M
ON STATE DOH
AOFSEWDLIST NUWATER
OF BNR500
TAANKSNKS r
PUMPTANKSO °
rvem,Erso v VS GROMEiS FOE
RUBBER
OVER 1000 GAL
REQUIRESTWO ,u,�,,,,, R
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ACCESS RISERS • . o "�'.3. TRANSPORTLINE
1 AND ELECTRICAL
TO GRADE f `�.' ON RISERS. MAKE
PUMP TANKS • '� SURE ALL HOLES
LOCATEDAT HIGHER ® ` ARE WATER-TIGHT
ELEVATION THAN
DRAINFIELD MUST AUQ 0
HAVEANTI-SIPHON �gSO/y Q9 (,/
DEVICE INSTALLED. NvwATER CONTROL PANEL M1,ry ?49 24"RIBBED RISERS
FNyjR W/WATER TIGHTLIDS
DJq N -41
FINISHED GRADE
f LECIRIULNORK WNE
BV IICENYD E6R0.iC.IgN
BLEcniULroNovir TKAN5WOKI LINE
UNION&BALL VALVE
INLET
WATER-TIGHT f"CiALLONWATER7761-IT
/OINT5 4' C0NCRE7Fi114fG TANK
CHECK VALVE
HIGH WATER FLOAT
USE TANKS FITTED
ON/OFF FLOAT W/GUT IN WATER
• TIGHT FITTINGS FOR
NLET/OURESAND
PUMP BUCKET e:•` CAST IN RISER
ADAPTERS TO
smmn .. .... , . . .�. ENSURE WATER
f; rmee°rN wrfx ... TIGHTNESS
F\PIRES
CUSTOMER: MK}UEl UIJG 5CA F.Nn
L��31LWSONBDWNRf)
ONEER. DIGGING, NC- PARCEL#.22075-77-00030 NSTALL TANKS ON ORIGINALOR
SEPTIC, DESIGNS ADDRESS: 681EYdIMFLD COMPACTED LEVEL SOILS. RUNCROS5
. CRAPEVIEW,WA98546 DESIGNER ROBFILT RPAYS¢ AVOlDSCONNECTIONSINTOORIGINALSOILS TO
OFFICE-3604261R03 FAX-3 427-2353 DESIGN PACE TANKS DETAIL AVOID SETTLING.
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Exa1nE5
LATERAL LATERAL FEEDER TOTAL OflIFICE ORIFICE O"T.TO TOTAL
LATERAL# LENGTH #IRE SIZE LENGTH LENGTH SIZE(Inch)ORIFICE
OISCHhR6E SPACING I.STONFICE ONF�CFS READ
(feet) (inches) (feet) (feet) RATE(apm) (feet) (Inches) (feet)
1 50 1.25 3 53 3/16. 0.59 4 12 13 0.47
2 w 1.25 9 59 3/1V* 0.59 4 12 13 0.53
3 50 1.25 27 n 3/16. 0.59 4 12 13 0.69
150
DRAINFIELD HUD(feet) 1.69
TRANSPORTUNE HEAD(feet) 0.48
ELEVATION CHANGE(feet) 0
RESIDUAL/SQUIRT(feet) 2
EMRA LOSS/FITTINGS(feet) 5
TOTAL DYNAMIC HEAD(feet) 9.16
TOTAL GALLONS PER MINUTE 23.01
PIONEER DIGIGNQ, WG `L�`°"IER mr 'n°''
rnncEL r.22025-77-00030
SEPTIC DESIGNS ADDRESS: 681EIARMRD
3083 E MA4JFI HENSON RD. C Evim wA 98546 DESIGNER. R.OBMT H PAYSSE
OFFICE-3604261803 FAX 36 V-n1 SHEET: CAL.G$ SCALE NA
Inst6llation & 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 g2E to attempting installation.
3.Designer is not a surveyor. Installer must familiarize themselves with property line locations priorto 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 top soil 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.ATII,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 system components. No curtain,
foundation, perimeter drains shall be installed 30ft downslope and 10ft 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 verify satisfactory operation. The system owAq/ rator is
responsible for the continuous operation and maintenance of the system per WAC 246-272A. Foroperation an ' tenance
information,refer to Mason County Public Health Homeowner's Manual,which should be received after installatio� rgyal.
1 0.0.
14.System owner should be cautious of landscaping around septic components. Root intrusion �s0y 'q(/
can cause premature failure of the drainfield area. In addition,bushes and trees should be kept c'oyNY G�.y1
away from lids and other septic maintenance points.15.
Bp
Changes made at time of may imact designer pump
compliance w/county and state installation requirements. Contact designer prior to inst A w/any sizing,and O✓'9 y��Nrq�HFq�rti
proposed variations from design. Changes may result in additional fees and permitting. n
PIONEER. MGM, INC CUSTOMER "GRAEL1.AING
PARCEL k:22025-77-OM c?e 4nn�&rss
SEPTIC DESIGNS ADDRESS: 681 EJARED RD
3083EMAS-NREI,WNRD. GRArE M.WA9esa6 DESIGNER: R.OREILTNPAYSSE Exaiaes
OFFKE-36 426-1603 FAX-3604272353 SHEET: NOIES SCALE NA