HomeMy WebLinkAboutSWG2024-00188 - SWG Application / Design - 5/2/2024 MASON COUNTY di5N6SHELTON: ,SHELT967 ,EXT 404
SH STREET,
,SHEL ON, EXT 400
BELFAIR:360-2754467,EXT 400
Public Health & Human Services ELMA:360482,5269,EXT 400
FAX:360427-7787
On-Site Sewage System Permit: SWG2024-00188
APPLICANT LAWSON MICHAEL A&GAIL P Phone:
Address: 491 NE MOUNTAIN VIEW DR TAHUYA, WA 98588
OWNER LAWSON MICHAEL A&GAIL P Phone:
Address: 491 NE MOUNTAIN VIEW DR TAHUYA,WA 98588
SEPTIC DESIGNER JON KNODEL' Phone: 360.589.7425
Address: PO BOX 2753 WESTPORT,WA 98595
SEPTIC INSTALLER JACOB PETTIT` Phone: 253-268-0322
Address: PO BOX 1460 SHELTON, WA 98584
Site Address: 491 NE MOUNTAIN VIEW OR
Primary Parcel Number: 223195000027
Permit Description: Nonconforming repair 2bd pressure trench
Permit Submitted Date: 05102/2024
Permit Issued Date: 05/14/2024
Issued By: Rhonda Thompson
Current Permit Fees Paid: $805.00 (additional rea ma,m reamred upon Installation oisisrann).
Permit Expiration Date: 05/06/2027 (casadondareounspecton)
Permit Conditions:
1 Proposed development subject to zoning requirements and approval by the planning
department staNper 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
backfil/ofsystem components.
6 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/onsiteloss-inspection-request.php or call:
360-427-9670, extension 400.
OFFICIAL USE ONLY
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ON-SITE SEWAGE SYSTEM APPLICATION > z
APPUDAW pHoxE m m
Michael Lawson 206-619-1085 0
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HALING ADDRESS-STREET,COY STATE,ZIP CODE
491 NE Mountain View Drive Tahuya WA 98588 a m
SITE
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491RNE Mountain View Drive Tahuya WA 98588 � I ^'
NAHEOFDEBMNER PHONE N
Olympic Northwest Design & Drafting PLLC 360-589-7425 m I N
NNAE OF MSTALLER PHONE O I W
AAA Septic 253-268-0322 9
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ff NEWCONSTRUCTIONIUPGRADES IgiREFAIRIREPLACEMENT OTHER DETALS(a 01h9aAMy) OTABLE I%REPAIR I Ir71
SUBMITTALS O SURFACING SEWAGE 8 EXISTING FAILURE HSHORELINE
ELiOESIGNFORM(REOUIRED) ESEPTIC DESIGN(REOUIRED) BEDROOMS I LOTSIZE W I C)
ff. MNER(S)(IF APPLICABLE) 2 0.75 acres x o
DIRECMNSTOSI MDSRECONDITION$:le..bnFa "I
From Shelton, northeast on WA-3, left on WA-300 at Belfair, right on NE Belfair Tahuya CD
road, right on NE Haven Way, right on NE Mountain View Drive, left at 491 NE Mountain T- I o
View Drive.
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yIE MUST BE FLAOpEO FROM MAM ROAD ANO IFST NOLFSM13T8FMBB®HTINTBdT NOliNM9M. CO I J
OFFICIAL USE ONLY BELOW THIS LINE
upGRAOE IFAIwRE SOURCE(brreptti,q Furyum)
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V=VERY G=GRAVELLY S=SAND L=LOAM Si-SILT C=CIAY E=EXTREMELY R=ROOTS REOUMEDFOPFMALAPPHOVAL.
INSPECTOR SIGWTURE MTE AppUCATION EFPIMTUN DATE APPLICATgNGPP11pVEN lRSUFO BY DATE
S(mly
THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIM ON&iMASON COUNTY WEBSRE REVISED IWW5
DESIGN FORM—PAGE ONE Assessor's Parcel Number:2 2 3 1 9 — 5 0 — 0 0 0 2 7
A design will be reviewed when 3 copies of each of the following are submitted:
Completed design form that has been signed and dated. I Scaled layout sketch,including all applicable items on checklist
I Scaled plot plan, including all applicable items on checklist. I Cross-section sketch, including all applicable items on checklist.
This form may be scanned and available for public view on the Mason Can Web site.Maximum er size: 11"X 17"
PAR
Permit Number. S%(i U Designer's Name: Olympic Northwest Design&orating
Applicant's Name: Michael Lawson Designer's Phone Number: 360-689-7425
Mailing Address: 491 NE Mountain View Drive Designer's Address: PO Box 2753
Tahuya WA 98588 Westport WA 98595
City State 7i Ci State Zip
` - DESIGN PARAMETIligs
Treatment Device
❑Glendon Biofilter ❑Sand Filter ❑ Mound ❑ Sand Lined Drainfield ❑ Recirculating Filter,Type:
0 Aerobic Unit Make/Model ❑Disinfection Unit Make/Model Other:
Drainfield Type
0 Gravity OfPressure ffTmach ❑Bed ❑ Sub Surface Drip
Septic Tank/Dminfield Specifications 9�1Laterals
Number of Bedrooms 2 Schedule/Class Sch. 40 PVC
Daily Fldw:Operating Capacity Igo 240 gad Length r 749,-44, _99, 24 F.
Daily Flow:Design Flow 240 gpd Diameter 1 in
Septic Tank Capacity(working) 1000 gal Number r 5
Receiving Soil Type(1-6) 5 Separation
Receiving Soil Appl.Rate 0.4 gpd/fta \\ Orifices
Required Primary Area 600 ft' Total Number of Orifices 40
Designed Primary Area 600 ft Diameter 1/6 ill
Designed Reserve Area 0 (REPAIR) ft2 Spacing 60 in
Trench/Bed Width 3 ft Manifold
Trench/Bed Length 50, 50,45, 30,25 ft Schedule/Class SCH. 40
Elevation Measurements Length 25 it
Original Drainfield Area Slope 16 % Diameter 1.5 in
New Slope, If Altered 16 % Preferred manifold configuration used? ❑Yes O No
Depth of Excavation UP-:lope 13 in Transport Pipe
from Original Grade Down-slope 6 in Schedule/Class Sch. 40 PVC
v
Designed Vertical Separation k'I/ � 24 m Length 148 ft
Gravelless Chambers Required'+ LelYes [3 No ❑Optional Diameter 1.5 in
Pump Required? If Yes O No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 2
Diff. in Elevation Between Pump&Uppermost Orifice 32.5 R Dose quantity 120 gal
Drainfield Squirt Height/Selected Residual(head) 5 ft Chamber Capacity(flood) 900 gal t/
Uppermost Orifice dHigher O Lower than Pump Shutoff Pump controls:Please check those required.
Capacity @ Total Pressure Head 26 gpm EfTimer Whipse Meter I rEvent Counter
Calculated Total Pressure Head 52 ft If Timer: Pump on 4 min, 37 see,pu
Comments MAY 14 2024
Pressure distribution with 24" of vertical separation meeting treatment level E.
MASON COUNTY ENVIRONMENTAL EAII
DESIGN FORM-PAGE TWO Assessor's Parcel Number:2 2 3 1 9 - 5 0 -- 0 0 0 2 7
PCtmiWumber: SWG _._...
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
• Test hole locations 9 Drainfield orientation and layout Reference depth from original grade:
• Soil logs 9 Trench/bed dimensions and 19 Septic tank
® Property lines critical distances within layout Id Dminfield cover
ti l bo
x ox locations• Existing and proposed wells H D-Box/Va Reference depth from original grade
within 100 ft of property 9 Septic tank/pump chamber and restrictive strata:
0 Measurements to cuts,banks,and locations Id Laterals,trench/bed,top and
surface water and critical areas H Observation port location bottom
IF Location and orientation of Ia Clean-out location B Curtain drain collector
curtain drain and all absorption 9 Manifold placement IB Sand augmentation
components 9 Orifice placement Other cross-section detail:
0 Location and dimension of 9 Lateral placement with distance Ig Observation ports/clean-outs
primary system and reserve area to edge of bed Other Information
H Buildings 9 Audible/visual alarm referenced Yes No
® Direction of slope indicator 9 Scale of drawing shown on scale ❑ If Design staked out
H Waterlines bar ❑ 19 Recorded Notices attached
pl Roads,easements,driveways, ❑ If Waiver(s)attached
parking ❑ Iff Pump curve attached
19 North arrow and scale drawing ❑ Off 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 Ef Yes ❑ No
z? — ->_ i V1s3IiasY
Sigut<ture of Designer Date
The undersigned has reviewed this design on behalf of Mason County Public Health and determined it to be i o
compliance with state and local on-site re lations:
vW► `s//
Environmental Health Specialist Date
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
✓ The design is stamped"Approved"by Mason County Public Health. J 4 ZS
✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: _
✓ Drainfield site conditions have not been altered to adversely affect conditions o 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
Goulds Water - . • •
Wastewater
METERS FEET
__ _. _ ___ __. .._ .._. ...
30 too
_. SERIES:WS_BHF
90. DISCHARGE: 2"
SOLIDS:2"
25 RPM:3500
80 � 10GPM
Wr1 S F
0 ]0 eHF
ug 20 '2 G ....._. _. _..
u 60 INS75eh PUMR
Zf
Y 5 'o77
W
S�0
1 40
f
O 10 30 WSU> HF
WS0
20 - F
s WS03 F
10
0 20 40 60 80 100 120 140 160 180 200 220 240 U.S.GPM
0 10 20 30 a0 s0 mi
FLOW RATE
DIMENSIONS
(All dimensions are in inches.Do not use for construction purposes.) APPROVED
MAY 14 2024
�12f
MASON COUNTY ENVIRONMENTAL HEALTH
RET
ROTATION
e „
19" Discharge Flange
i
I
�1' 7%�• Discharge Flange:
KICK-BACK 6'_�� ®2" NPT standard
® ® ®3"NPT optional(order an A1-3)
PAGES
Pump Selection for a Pressurized System-Single Family Residence Project
Lawson/OSS replacement 2 bedroom SFR
Parameters
Diswrge Aaaemay sue 2.00 InMm 100
Trempon LengM 145 lest
Tanspod Pipe Clam 40
resold Line Size 1.50 inon. 90
Disaburng Valve Neil Nona
Max Elevation Lin 32.5 bet
Mandald Lino 25 and �
Manifold Pipe Gass 40
Manifold Pipe Sue 1.50 inches
Number of Laterals per Cell 5
Lateral LengM 35 feet 70
Leaned PiPo Class 40
Leasing Pipe Size 1.0 i.hes 0
Orrice Size 1a ingrain
off'.a,., 5 feet p 60
ReaWual Head 5 feet
Flaw Meter None Inches 9qp
'Addis'Mason Lames 0.5 feel S $0
E
Calculations a
Minimum Flow Has,per Orifiw e. 'pre 40
Number of OM Per Zone 40
Total Flow Rate par Zone 17.3 am F
Number a Laands per Zane 5 30
%Flax 6Abantlal l stlLast OdSre 0.e %
Transpod Vtladty 2.7 fps
Frictional Head Losses 20
Loss Mmugh clearings os reM
LoadsTanspod 2s feet
Lam Mmugh Valve 0.0 bet 10
Lass in Manifold 0.1 Net
Lass in Laterals 0.1 had
Lass through Flaxmeter 0.0 bet
'Add-or'FAMan Losees es feet 00 20 40 80 80 100 120 140 160
Net Discharge(gpm)
Pipe Volumes
Vol of Tiampon Line 157 gals
vol or Manilla 2.6 gals PumPData Le end
Vol of lsarels per Zone ]9 gads
Taal Valume 28.2 .Is PFEF100 Effluent Pump Spam curve:
1 HP,200V to
Minimum Pump Requirements PumpC0lvs:—
DeaignFlowRate 173 gam
Taal Dynemu Head 417 feet Pump Optimal Ranga:�
Operating Pai.O
APPROVED Design Paim O
MAY 14
2024
MASON COUNTY ENVIRONMENTAL HEALTH
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