HomeMy WebLinkAboutSWG2025-00163 - SWG Application / Design - 5/2/2025 011,111 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584
S Q 7 BE FAIR:360-275-4467,EXT 400
Public Health & Human Services ELMA:360-482-5269,EXT 400
FAX:360-427-7787
On-Site Sewage System Permit: SWG2025-00163
APPLICANT Debra Fretts Phone:
Address: 234 Mill Road SEQUIM, WA 98382
OWNER Debra Fretts Phone:
Address: 234 Mill Road SEQUIM, WA 98382
SEPTIC DESIGNER ROD LEFT* Phone: 360-698-8488
Address: PO BOX 2954 SILVERDALE, WA 98383
Site Address: 3791 NE Sand Hill Rd
Primary Parcel Number: 123073490042
Permit Description: New SFR 4-bedroom pressure system with sand-lined drainfield
Permit Submitted Date: 05/02/2025
Permit Issued Date: 08/06/2025
Issued By: David Anderson
Current Permit Fees Paid: $720.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 05/05/2028 (based on date of inspection)
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 Drain field 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 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
DATE RECEIVED: OrCf
MASON COUNTY O ^ 20Z D
COMMUNITY SERVICES c Cl)
AMOUNT RECENED: RECEIVED BY: Ca Cl)
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ON-SITE SEWAGE SYSTEM APPLICATION 3
APPLICANT PHONE rn I-
Debra Fretts & Terri S Pt! Z
MAILING ADDRESS-STREET,CITY,STATE,ZIP CO,.= t
234 Mill Road ' I 202� I i'lSequim WA 98382 co
SITE ADDRESS-STREET.CITY,ZIP CODE V Lj
3791 NE Sand Hill Rd :elfair WA 98528 1 1
NAME OF DESIGNER P N
HONE
_Rod Left By 360-698-8488
NAME OF INSTALLER PHONE v I W
` I
O
PERMIT TYPE(select one) DRINKING WATER SOURCE0
��77
CAI RESIDENTIAL OSS COMMUNITY OSS COMMERCIAL OSS IE PRIVATE INDIVIDUAL WELL m PRIVATE TWO-PARTY WELL Z I J
TYPE OF WORK(select one) CU PUBLIC WATER SYSTEM
Pf NEW CONSTRUCTION/UPGRADES F REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) 0 TABLE IX REPAIR I W
SUBMITTALS CISURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE coEZDESIGN FORM(REQUIRED) Iiir SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE I
bWAIVER(S)(IF APPLICABLE) 4 111 ,949sq ft o
DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate)
Redesign for type 1 soils I O
O
IO
I -4-
SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I N
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE I FAILURE SOURCE(tor reporting purposes)
0 VOLUNTARY 0 MAINTENANCE/PUMPING ❑BUILDING PERMIT ['HOME SALE ['COMPLAINT 0 OTHER:
INSPECTOR SOIL LOGS COMMENTS/CONDITIONS
'., •
10
Itu: 0-6L( F67(ooS C'1pe 1 ) r
y Ti-�f : 0-67 C&Cvg5 to iv
sie4 Itt3;U `S y F 0 coos fo 'o'J7
RECORD DRAWING AND INSTALLATION REPORT
SOIL CODES:
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 APPLIC ION APPROVED/ISSUED BY DATE
i7? 5/S/zo?c 5 6(7 0 '17 76(cc
THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12/7f2015
DESIGN FORM—PAGE ONE Assessor's Parcel Number: 12307-34-90042- --
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.
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.Maximum paper size: 11"X 17"
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-`" �r.�- ,,_�����._��.�i._. ..'`�`a���`PARCEI;iDENTIf�`I�D '��'�+.�x ��.�.-.�.� �,-_
Permit Number: SWG 2025-00163 Designer's Name: ROD LEFT
Applicant's Name: DEBRA FRETTS Designer's Phone Number: 360-698-8488
Mailing Address: 234 MILL RD Designer's Address: P.O.BOX 2954
SEQUIM WA 98382 City State Zip SILVERDALE WA 98383 R
City State Zip Designer's Email INFO@ACMESEPTIC.COM
1 4 i-, 'i LIOL;'._r tit$16N. ARAM .' :-, 1
Treatment Device
❑Glendon 0 Sand Filter 0 Mound 0 Sand Lined Drainfield ❑Recirculating Filter 0 ATU ■ •
Treatment Level(check all that apply): 0 A El B 0 C 0 BL1 0 BL2 0 BL3 1]E El N
Drainfield Type .4(4
0 Gravity 0 Pressure 0 Trench 0 Bed 0 Sub Sui�aTP grip
Septic Tank/Drainfield Specifications ✓ Laterals 15)-C .? 9
Number of Bedrooms 4 Schedule/Class 5(11 90 3 kb •
Daily Flow:Operating Capacity 360 gpd Length 55 ft
Daily Flow:Design Flow 480 gpd Diameter 1 in
Septic Tank Capacity(working) • 1500 • gal Number 3
Receiving Soil Type(1-6) 1 Separation 5 ft
Receiving Soil Appl.Rate 1.0 • gpd/ft2 Orifices
Required Primary Area 480 . ft2 Total Number of Orifices 40
Designed Primary Area 480 ft2 Diameter 1/8 in
Designed Reserve Area 480+ • ft2 Spacing 48 in
Trench/Bed Width 3 ft Manifold On
TrenchBed Length 160 " ft Schedule/Class 5(00 3tYS4-.
Elevation Measurements Length 23 ft
Original Drainfield Area Slope 2 % Diameter 1 in
New Slope,If Altered 2 % Preferred manifold configuration used? 0 Yes 0 No
Depth of Excavation Up-slope 18 • in Transport Pipe
from Original Grade Down-slope 17 in Schedule/Class 40
Designed Vertical Separation 24"C-33/18"NATIVE in Length 67 ft
Gravel-based Drainfield Required? 0 Yes Fa No Diameter 2 in
Pump Required? Elf Yes ❑No Dosing and Pump Chamber _
Pump/Siphon Specifications Number of doses/day 8
Diff. in Elevation Between Pump&Uppermost Orifice 5 ft Dose quantity 60 gal
Drainfield Squirt Height/Selected Residual(head) 5+ ft Chamber Capacity(flood) 1500 - gal
Uppermost Orifice l 'Higher 0 Lower than Pum hutoff Pump controls:Please check those required.
Capacity @ Total Pressure Head 1574 1 , •gpm RI Timer El Elapse Meter 0 Event Counter
Calculated Total Pressure Head 'TIS1 �..� * ft If Timer: Pump on 3 Min 45 Sec ,pump off 3hr
Comments
Pump tank to have (2) 24" risers
Revised:4/14/2025
DESIGN FORM—PAGE TWO Assessor's Parcel Number: 12307-34-90042-- --
Permit Number: SWG 2025-00163
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
lid Test hole locations 0 Drainfield orientation and layout Reference depth from original grade:
2 Soil logs 7 Trench/bed dimensions and 7 Septic tank
O Property lines critical distances within layout V Drainfield cover
21 Existingand proposed wells RI D-Box/Valve box locations
P P Reference depth from original grade
within 100 ft of property Ed Septic tank/pump chamber and restrictive strata:
❑ Measurements to cuts,banks,and locations 7 Laterals,trench/bed,top and
surface water and critical areas 21 Observation port location bottom
❑ Location and orientation of 21 Clean-out location 0 Curtain drain collector
curtain drain and all absorption 7 Manifold placement 21 Sand augmentation
components 2 Orifice placement Other cross-section detail:
g Location and dimension of 0 Lateral placement with distance 21 Observation ports/clean-outs
primary system and reserve area to edge of bed
g Other Information
iti Buildings 7 Audible/visual alarm referenced Yes No
g Direction of slope indicator 21 Scale of drawing shown on scale 0 lif Design staked out
21 Waterlines bar 0 21 Recorded Notices attached
O Roads,easements,driveways, 0 Elevation benchmark and relative 0 21 Waiver(s)attached
parking elevations of system components G1 0 Pump curve attached
II North arrow and scale drawing 0 21 Evaluation of failure
shown on scale bar Non-residential justification
❑ C Waste strength
❑ 7 Flow
DESIGN APPROVAL
The undersigned designer must be notified by installer at time of installation 21 Yes 0 No
e6•lo•zvz,f
ignature of Designer Date Appa,
The undersigned has reviewed this design on behalf of Mason County Public Health and determined it t4lbeAbiN
compliance with state and local on-sit lations: f4,.!tek'.^
VZ Q 414
soNo0 q°G 06
Environmental Hea th Specialist Date UyryFN �O?jam
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDIT �NMFN I rq4
✓ The design is stamped"Approved"by Mason County Public Health. /5(Zo
✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: 5
✓ 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. Revised:4/14/2025
Pump Selection fora Pressurized System -Single Family Residence Project
F R ETTS/12307-34-90042
Parameters
DisgeAsseri y See 200 i d,cs 160
aer
TraspatLh 67 6et
Trarspatt:teClass 40
TraispartLineSize 200 inches
DisttxhgVatvdNcdeJ Nate 140
i xElevkatLt 5 fad
Merifdd letgh 23 fed
Matibd Pre Class 40
Maittd Pipe Size 1.00 rides
N triter dLal�s perCeil 3 120
Latral Le gh 55 fad
LatralPpeClass 40 _
Lahr-alPipeSze 1.00 riches
Dike Sae 1,8 rifts u
OriteSpeci g 4 ' fad 100
ResidelHeed 5 fed I •
FkwM Nate icir I—
'Addcrf F,i•.in Lc sES 0 tJet "p
di
•
Calculations o 80
MrinunF haw Rat per Ori6ce 0.43 gm E
N Triter dOrikeswane 42 c
Teti RDA,R&perZae 18.4 gpm
pt arsons I
N trite-dLetir-ds per Zae 3 0 60 __
%FbNDireretal1sttastOri6ce a8 % 2 -
--_
Tr-atrial\t4ocitj 1.8 I s
Frictional Head Losses 40 •
xs trail)Disd rge 0.7 fed .."---.:„.„,_`
LCESinTrarspat O4 fed
Less traijiVAre 0.0 fad • 1
Loss inMaitdd 1.1 fad -,,,
Less inLatr2ls 0.5 feet 20
Lredashra�cjiFbnn 0.0 fad
AMi Fridcn Lnsses GO fed '
i
Pipe Volumes
VddTratpatLine 117 wits 00 10 20 30 40 50 60 70 80
Vd(Wart-hid 1.0 gals i Net Discharge(gpm)
Vddtatrds pa-Zc e 7.4 gals
Teti Vdure 201 gets
Minimum Pump Requirements PumpData Legend
1 DestiFkwRale 184 in PF5005HiMHeeIEtuentPurp Sp-to C uve
TatlDyre icHeed 127 fed 50 GPM 12HP
115P30V 10ECHzZ0:1230U ei-1z RrrpCuve —
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Mason County disclaims accuracy,reliability,or timeliness of website info,not liable for losses from reliance on it.https//www.masoncountywa.gov/disclaimer.php
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