HomeMy WebLinkAboutSWG2025-00422 - SWG Application / Design - 11/12/2028 0,14 .: MASON COUNTY 415 N 6TH STREET,SHELTON, ,E,E 84 985
SHELTON: 42 T 967XT 84
BELFAIR:360-275-4467,EXT 400
Public Health & Human Services ELMA:360-482-5269,EXT 400
FAX:360-427-7787
On-Site Sewage System Permit: SWG2025-00422 (AU/VI-`/
APPLICANT RAGSDALE ET AL JUSTIN D & Phone: 1.360.349.7137
SAMANTHA S
Address: MIKE R ACKLEY SHELTON, WA 98584
OWNER RAGSDALE ET AL JUSTIN D & Phone: 1.360.349.7137
SAMANTHA S
Address: MIKE R ACKLEY SHELTON, WA 98584
SEPTIC DESIGNER ROD LEFT* Phone: 360-698-8488
Address: PO BOX 2954 SILVERDALE, WA 98383
Site Address: 3911 E Mason Lake Rd
Primary Parcel Number: 321233100000
Permit Description: New 3bd pressure sandlined trenches
Permit Submitted Date: 10/21/2025
Permit Issued Date: 11/21/2025
Issued By: Rhonda Thompson
Current Permit Fees Paid: $555.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 11/12/2028 (based on date of inspection)
Permit Conditions:
1 Approval of this septic permit does not approve the building location. Building location is
subject to approval from all applicable departments and regulations.
2 Proposed development subject to zoning requirements and approval by the planning
department staff per Mason County Title 17.
3 Permit must be installed by a Mason County Certified Installer unless prior written
authorization from Mason County is obtained.
4 Drain field installation not to exceed designed upslope and downslope depth specified on
design form.
5 Installer is responsible for obtaining Mason County installation approval prior to backfill of
system components.
6 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to
backfill of system components.
7 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
MASON COUNTY DATE RKEVED: /v/ �//Aop_��. cU)
L (AMOUNT RECENED'��� RECENED BY: Q] m
1 = Public Health & Human Services �i�ruu(((( DRop O�f=P a m
Environmental15 . th - h W-9 ext.400 or 360-275-4467,ext.400 S W G C(2� c�aA O7.1' 0
415 N.6th Street-Shelton,WA 98584 J
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ON-SITE SEWAGE SYSTEM APPLICATION z z
m n
APPLICANT PHONE mr'
Justin and Samantha Ragsdale - c
MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE .-
3911 E Mason Lake Rd
r Shelton WA 98584 m
xi
SITE ADDRESS-STREET,CITY,ZIP CODE ` ``c.,,^ - ,'
3911 E Mason Lake Ra `••• \\ V.
• .� Shelton WA 98584 I ,w
NAME OF DESIGNER
1 V.':3 PHONE I S
Rod Left ‘ 0C 360-698-8488 t
NAME OF INSTALLER PHONE a
Tony Robinson IV 360-271-2895 < o
Cl) Io
PERMIT TYPE(select one) DRINKING WATER SOURCE 0 O
®RESIDENTIAL OSS EICOMMUNITY OSS IEICOMMERCIAL OSS ®PRIVATE INDIVIDUAL WELL l]PRIVATE TWO-PARTY WELL Z I C)
O
CfiPUBLIC WATER SYSTEM 1
TYPE OF WORK(select one) I
A NEW CONSTRUCTION/UPGRADES ETREPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ❑ TABLE X REPAIR
CI SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE
SUBMITTALS W
®DESIGN FORM(REQUIRED) ;A1SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFTER 4/1120257 0
0
� 3 1,8O5,% ❑ YES Q NO WAIVER(S)(IFAPPLICABLE) f
DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate) [4 I.Y6 aat-.5
()AK. I-
0
-i
SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE/FAILURE SOURCE(tor reporting purposes)
❑VOLUNTARY ❑MAINTENANCE/PUMPING 0 BUILDING PERMIT ❑HOME SALE ['COMPLAINT ❑OTHER:
COMMENTS/CONDITIONS
INSPECTOR SOIL LOGS t�
4. 0,tit �c�cA44.5 (W V a
b- \3 4u4d, 1/) - Cl v
Vgc,5
_1 W :����pO-1Z C- n'- , r- S5 ato
'1 i•evA `� ) (X10041 RECORD DRAWING AND INSTALLATION REPORT
SOIL CODES: REQUIRED FOR FINAL APPROVAL.
V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS
INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION�, I DATE
APPUCATION APPROVED/ISSUED BY DATE
k.. 11\IN0I 1,( �I $ CM �I(7 '
1.-b
�
THIS FORM MAY BE S ANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE
Revised:4/14/2025
M,
DESIGN FORM—PAGE ONE
Assessor's Parcel Number: 32123-31-0000(3- --
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 site.Maximum •aser size: 11"X 17"
Permit Number: SWG O26" 00
Designer's Name: Rod Left
Justin and Samantha Ragsdale Designer's Phone Number: 360-698-8488
Applicant's Name: p0 Box 2954
Mailing Address: 3911 E Mason Lake Rd Designer's Address:
Shelton WA 98584 City State Zip
Silverdale WA 98383
Ci State Zi Designer's Email info@acmeseptic.com
Treatment Device
❑ Glendon 0 Sand Filter ❑Mound 0 Sand Lined Drainfield 0 Recirculating Filter 0 ATU ❑Other
Treatment Level(check all that apply): 0 A 0 B 0 C 0 BL1 0 BL2 0 BL3 0 E ❑N
Drainfield Type
❑ Gravity lf Pressure ❑Trench 0 Bed 0 Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 3 Schedule/Class 40
Daily Flow:Operating Capacity 270 gpd Length 40 ft
Daily Flow:Design Flow 360 gpd Diameter I in
Septic Tank Capacity(working) 155 00 gal Number 3
Receiving Soil Type(1-6) 1 Separation 9 ft
Receiving Soil Appl.Rate 1.0 gpd/ft2 Orifices
Required Primary Area 360 ft2 Total Number of Orifices 63
Designed Primary Area 360+ ft2 Diameter li$ in
Designed Reserve Area 360+ ft2 Spacing at-{ in
Trench/Bed Width 3+l ft Manifold
Trench/Bed Length 120 ft Schedule/Class 40
Elevation Measurements Length 37 ft
Original Drainfield Area Slope 4 % Diameter 1.25 in
New Slope,If Altered 4 % Preferred manifold configuration used? l 'Yes Cl No
Depth of Excavation Up-slope 21"1—Di"S ' in Transport Pipe
from Original Grade Down-slope 7g"�21lt‘sq I in ® Schedule/Class 40
Designed Vertical Separation 1e+ in Length 30 ft
Gravel-based Drainfield Required? ❑Yes ❑No Diameter 2 in
Pump Required? Eli Yes ❑No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 6
Duff.in Elevation Between Pump&Uppermost Orifice 34 ft Dose quantity 60 gal
Drainfield Squirt Height/Selected Residual(head) 5 ft Chamber Capacity(flood) 155(o 0 gal
Pump controls:Please check those required.
Uppermost Orifice EFS Higher 0 Lower than Pump Shutoff
Capacity @ Total Pressure Head 1'1,7 gpm [f Timer ❑ Elapse Meter ❑.Event Counter
Calculated Total Pressure Head 13,b ft If Timer: Pump on I nli n SSe. ,Pump off 4 hours
Comments Sa nx t k'rtd- �-rc��e s APPROVED
2 1 2025
MASON COUNTY ENVIRONMENTAL HEALTH Revised:4/14/2025
RET
DESIGN FORM—PAGE TWO Assessor's Parcel Number: 32123-31-00000--� --
Permit Number: SWG 20 5_ (Y. Look.
DESIGN CHECKLISTS .
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
l Test hole locations 10 Drainfield orientation and layout Reference depth from original grade:
O Soil logs 10 Trench/bed dimensions and 0 Septic tank
10 Property lines critical distances within layout 0 Drainfield cover
O Existing and proposed wells 10 D-Box/Valve box locations Reference depth from original grade
within 100 ft of property 10 Septic tank/pump chamber and restrictive strata:
0 Measurements to cuts,banks, and locations GA Laterals,trench/bed,top and
surface water and critical areas 10 Observation port location bottom
VI Location and orientation of 10 Clean-out location ❑ Curtain drain collector
curtain drain and all absorption Manifold placement 0 Sand augmentation
components 10 Orifice placement Other cross-section detail:
• Location and dimension of 10 Lateral placement with distance 0 Observation ports/clean-outs
primary system and reserve area to edge of bed Other Information
O Buildings 0 Audible/visual alarm referenced Yes No
Direction of slope indicator 0 Scale of drawing shown on scale 0 Cf Design staked out
O Waterlines bar ❑ 0 Recorded Notices attached
66 Roads, easements,driveways, p Elevation benchmark and relative 0 0 Waiver(s)attached
parking elevations of system components 0 ❑ Pump curve attached
0 North arrow and scale drawing 0 0 Evaluation of failure
shown on scale bar Non-residential justification
O tt Waste strength
❑ l 'Flow
DESIGNNA IOYA `r
The undersigned designer must be notified by inst ler at time of installation d Yes ❑ No
Signat of Designer Date
The undersigned has reviewed this design on behalf of Mason County Public Health and determined it to be in
compliance with state and local on-site regulations:
SINIY
(611(1 I I (71 kv,c
Environmental Health Sp
m cialist Date
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
✓ The design is stamped"Approved"by Mason County Public Health. l( I IZ
1745
✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is:
V 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
RAGSDALE/32123-31-00000
Parameters
160
DischawAsserr{iySze 200 irhes
Ira bp.Jdint 26 bet
Tra bp,tPpeC LESS 40
TrabpatLieSize 200 rd-es
DistritrogVaieMc i Noe 140
Maxl3F+rarnLit 5 fed
f g, Lergry 37 feet ,
Nfaitid Pipe Class 40
Maitdd Pre Sae 125 izir,
N inter cil alspaCei 3 120 `
Lateral urcti 40 feet
Litre Pre Class 40
Latra Pre COP 1.00 rdm .
w
0rifceSze 18 idtt. co
2 a 100
ResAel Heed 5 feet I
0
Hcwfileer Nme i tss H
'P - 1 Frirx ,L ses 0 feet t
CO 80
Calculations u
NiirnFbyvRapaCI-i6ce 043 gprn E m t;
NurtradOrifoes per Zme 63 cTod I PF5005
Nill: -Mo.fiRb
per Zcre 27.7 gpm 60
NurbaciLak7�S a Zale 3 TO
%F few DkrHta115tiast0r ix 6.3
Tra>spert\tlociy 27 ips ---,,,-_______- ....:77 /,
Frictional Head Losses
40 ._a_ ___.___-_____-___ —.___.
Loss trouiiDisdtage 15 \
Lossr1Tra,s 11 03 feet
1 Ltsslm4 Vie 0.0
LcssnMaifdd 0.9 feet '
ices nLeeds 0.7 feet 20
LOSS trci41Fburl r 00 fed
fufdaf FriciTLcsses 0.0 feet
Pipe Volumes 0 r
---"------j----Cr-/' .
VdaffiabFtlttxle as 0 10 20 30 40 50 60 70 80
Vdcf1v i id 29 Net Discharge(gpm)
Vd d5abres paZme 54 gals
Tdarre 128 gals
Minimum Pump Requirements PumpData Legend
DeSigin3NRale 277 grrn PF5005HipHe dEfratPurp Sys4mCuve
Tdal Dyi a TJ.Heai 136 feet 50 GPM,12HP 115233V 10 6giz,200rZ3 W ECH z PurpC u e -
APPROVED PurpOpfmeiRaw
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MIL
NOV 21 2025 DPt O
MASON COUNTY ENVIRONMENTAL HE4LTi.:
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LICENS1*DESiON£R cA.
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EXPIRES 121151
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Filled NOV 21 2025
MASON COUNTY ENVIRTONMENTAL HEALTH
R�I Sources Esn,HERE Garmin,Intermap,increment P Corp.GEBCO,USGS,
FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey, Esri
Japan,MEn,Esri China(Hong Kong),(c)OpenStreetMap contributors,and
the GIS User Community
Mason County WA GIS Wbb Map Application
Mason County disclaims accuracy,reliability,or timeliness of websute info,not liable for losses horn reliance on it https:/hvvw.masoncountywa.gov/disdaimer.php
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