HomeMy WebLinkAboutSWG2026-00200 - SWG Application / Design - 6/24/2026 MASON COUNTY 415 N 6TH STREET,SHELT0N, ,WA 98584
• SHELTON:360-427-9670,EXT 400
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: SWG2026-00200
APPLICANT Jim Zimny Phone: 360-516-7287
Address: 7178 windflower pl nw Seabeck, WA 98380
OWNER O'NEILL AARON &JULIE E Phone:
Address: 1413 40TH ST SE PUYALLUP, WA 98372
SEPTIC DESIGNER Jim Zimny Phone: 360-516-7287
Address: 7178 windflower pl nw Seabeck, WA 98380
Site Address: 71 NE Bald Point Ct
Primary Parcel Number: 322195300003
Permit Description: Non-Conforming Repair: SFR 2-bedroom gravity system with bed
• drainfield and no designated reserve drainfield area
Permit Submitted Date: 06/24/2026
Permit Issued Date: 07/08/2026
Issued By: David Anderson
Current Permit Fees Paid: $845.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 06/29/2027 (based on date of inspection)
Permit Conditions:
I 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 Non-conforming septic repair. The septic system may need to be brought into full
compliance before future permits can be approved. Detail:Septic system does not have a
designated reserve drainfield area.
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.
MASON COUNTY 415 N 6TH STREET,SHELT967 ,E 98584
• SHELTON:360 427-9670,EXT 400
BELFAIR:360-275-4467,EXT 400
Public Health & Human Services ELMA:360-482-5269,EXT 400
FAX:360-427-7787
8 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for
final installation approval.
r
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/onsite/oss-inspection-request.php or call:
360-427-9670, extension 400.
OFFICIAL USE ONLY
• MASON COUNTY DATE RECBVW Cl)
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Public Health & Human Services AIVouHT Cf Wa"ED�j� v m
QEnvironmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 /�7 /' N
415 N.6th Street Shelton,WA 98584 S W G 7/Vv/ /�, — O 0
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ON-SITE SEWAGE SYSTEM APPLICATION
APPLICANT PHONE fll M
OINEILL z
MAILING ADDRESS-STREET CITY,STATE,ZIP CODE
1413 40TH ST SE PUYALLUP WA 98372 m
SITE ADDRESS-STREET,CITY,ZIP CODE .��.
71 Bald Pt CT, Tahuya, WA 98588 I U
NAME OFDESIGNER PHONE
Jim Zlmny 360-516-7287
NAME OF INSTALLER PHONE I{�
D � V
PERMIT TYPE(select one) DRINKING WATER SOURCE
I RESIDENTIAL OSS hCOMMUNITY OSS h COMMERCIAL OSS PRIVATE INDIVIDUAL WELL CI P IVA TWO--PARTY WELL z
TYPE OF WORK(select one) PUBLIC WATER SYSTEM I]•'t c FT(re� I
VEW CONSTRUCTION I UPGRADES REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ❑ TABLE X REPAIR I n
SUBMITTALS ❑SURFACING SEWAGE Q EXISTING FAILURE ❑SHORELINE
2 DESIGN FORM(REQUIRED) 0 SEPTIC DESIGN(REQUIRED) BEDROOMS ILOT SIZE IWAS LOT CREATED AFTER 4/1/2025? 0
❑ WAIVER(S)(IFAPPLICABLE) 2 .26 acres rIYES IiJNO C)
DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.kxkedgate)
From Belfair travel 18 miles to Bald Pt Ct on north shore rd. Take rt on B d pt Ct and I
property id 250 ft up th red on left.
-I I �,
SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. RRC 6 I /1'
OFFICIAL USE ONLY BELOW THIS LINE V
UPGRADE/FAILURE SOURCE(for reporting purposes) .
❑VOLUNTARY MAINTENANCEIPUMPING 0 BUILDING PERMIT❑HOME SALE❑COMPLAINT 0 OTHER:
INSPECTOR SOIL LOGS COMMENTS!CONDITIONS
Tff1: d-77 V/6L.Coa S cony a cam( (T v 5)
2�'_ SO`' VC CCoa5 bdffDM
rtt-I 0-S�" V'6 LC $ - bof
SOIL CODES: RECORD DRAWING AND INSTALLATION REPORT
V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL
INSP SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATI A ROVED/ISSUED BY DATE
C(z / oZ( -7 �02�
THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:01/09/2026
DESIGN FORM—PAGE ONE Assessor's Parcel Number: '3 2 2 1 9 5 3 0 0 0 '0 3
A design will be reviewed when 3 conies 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 maybe scanned and available for public view on the Mason County Web site.Maxinlume paper size: 11"X 17"
qty PARCEL IDENTIFICATION
Permit Number: SWG d 't/ ZOO Designer's Name: Jim Zlmny
Applicant's Name: O'NEILL Designer's Phone Number: 360-516-7287
Mailing Address:
1413 40TH ST SE Designer's Address: 7178 Windflower pl NW
PUYALLUP WA 98372 City State Zip Seabeck Wa 98380
City State Zip Designer's Email apddesigns@icloud. m
DESIGN PARAMETERS
Treatment Device
0 Glendon ❑Sand Filter ❑Mound ❑ Sand Lined Drainfield ❑Recirculating Filter 0 ATU ❑Otli2r
Treatment Level(check all that apply): ❑A ❑B ❑C ❑BL1 ❑BL2 ❑BL3 E ❑N ' e
Drainfield Type
V'Gravity 0 Pressure ❑Trench 'Bed ❑ Sub Surfac rip
/"
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 2 Schedule/Class 3034
Daily Flow: Operating Capacity 180 gpd Length 30' ft
Daily Flow:Design Flow 240 gpd Diameter 4 in
Septic Tank Capacity(working) 1000 gal Number 3
Receiving Soil Type(1-6) 3 Separation 3 ft
Receiving Soil Appl.Rate 0.8 gpd/ft2 Orifices
Required Primary Area 300 ft2 Total Nu ~r ice na
Designed Primary Area 300 f2 Diame ' "
Designed Reserve Area NA ft2 Spa c ' or 3D3. � in
Jmn hen nY
Trench/Bed Width 10' i.IcensF.)nr.:r!cr![a .{
ft Manifold
Trench/Bed Length 30' ft Schedule/Cf sf, Z na
Elevation Measurements Length ft
Original Drainfield Area Slope 1% % Diameter in
New Slope,If Altered 1% % Preferred manifold configuration used? ❑Yes O No
Depth of Excavation Up-slope 12 in Transport Pipe
from Original Grade Down-slope 11
in Schedule/Class 3034
Designed Vertical Separation 36 in Length 10 ft
Gravel-based Drainfield Required? ❑Yes 11 No Diameter in
Pump Required'? ❑Yes P'No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day na
Diff. in Elevation Between Pump&Uppermost Orifice ft Dose quantity al
g
Drainfield Squirt Height/Selected Residual(head) ft Chamber Capacity(flood) gal
Uppermost Orifice O Higher 0 Lower than Pump Shutoff Pump controls:Please check those required.
Capacity @ Total Pressure Head gpm ❑ Timer ❑ Elapse Meter ❑ Event Counter
Calculated Total Pressure Head ft If Timer: Pump on ,Pump off
Comments
Revised:6/11/2025
DESIGN FORM—PAGE TWO Assessor's Parcel Number:[3 ,2 :2 1 9 5 ;3 0 0 0 :0 3
Permit Number: SWG ?0& `O0?C.4Y
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
P1 Test hole locations Pl Drainfield orientation and layout Reference depth from original grade:
IT Soil logs V Trench/bed dimensions and a Septic tank
ST Property lines critical distances within layout ' Drainfield cover
9 Existing and proposed wells V D-BoxNalve box locations
p p Reference depth from original grade
within 100 ft of property V Septic tank/pump chamber and restrictive strata:
9 Measurements to cuts,banks,and locations l ( Laterals,trench/bed,top and
surface water and critical areas 9 Observation port location bottom
V Location and orientation of V Clean-out location ❑ Curtain drain collector
curtain drain and all absorption V Manifold placement ❑ Sand augmentation
components
Qf Orifice placement Other cross-section detail:
le Location and dimension of 1 f Lateral placement with distance V Observation ports/clean-outs
primary system and reserve area to edge of bed
� Buildings Other Information
❑ Audible/visual alarm referenced Yes No
lT Direction of slope indicator
V Scale of drawing shown on scale O ❑ Design staked out
1T Waterlines bar ❑ ❑ Recorded Notices attached
Roads,easements,driveways, Elevation benchmark and relative ❑ O Waiver(s)attached
parking elevations of s tern components O ❑Pump curve attached
North arrow and scale drawing ❑ ❑ Evaluation of failure
shown on scale bar Non-residential justification
t" . may ❑ ❑Waste strength
❑ ❑ Flow
E @Y ° 12� `� "l
a" ti
The undersigned designer must be notified s er at ti o nstallation ❑Yes 1!�No
Signatur D si neI Date
The undersigned has reviewed this design on behalf of Mason County Public Health aned it to be in
compliance with state and local on-site re ns:
En ' onmental Health Specialist D j
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING ��, TION:
✓ The design is stamped"Approved"by Mason County Public Health. `��
V The Onsite Sewage Permit has not expired,the Permit Expiration Date is: Q 2 ' k'4,
✓ 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:6/11/2025
Th#1- 0-50" Med loamy sand w/ gravels type 3 soil '4sp,, 0�
Th#2- 0-50" Med loamy sand w/ gravels type 3 soil 00NIY 2026
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North
EL 165" EXisitng OSS
223' el
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el 74 ------ ---
Th#2 30
1 1 1
el 135' 220' e
Pin Located
Date:
6/15/2026
Datum NAD83
Desi r Stamp Designer Info: Applicant Info: Page
Jim Zimnv O'Neill OIL LO G
APD I CT` Bench Mark
P 71 Bald Pt
5d vm
7178 WindflowerPL NW — Property Line
� `' ' TAHUYA WA 9858 -•• Scale
Seabeck,WA 98380 PQuver Line
ucE o0D SIGNER,fe03 # 322195300003 - - Water line 1„ = 30'
N APDdesigns�aicloud.corn
-� .— Not A Survey
Advantage Pe'rc & Design
-i-imely-Ret�sor-)ablt•30 Years of Local Experience
Construction Notes for Gravity Distribution bed for 2 Bedroom System:
Gravity Bed Distribution w/rock and pipe
Install 10 x 30' beds. 0<2
Install 4 outlet d-box with an outlet pipe going to each infiltrator leg using speed levelers. X026'
D box must have an access riser to the surface of the ground.
Install IL"deep and level in trench
Install in dry weather only.
Abandon existing septic tank
Install new 1000 Gallon septic tank W/water-tight secured risers to the surface of the ground.
System designed for typical residential waste strength sewage only.
System designed for 240 Gallons Per Day
APPROVED
JUL 082026
MASON COUNTY ENVIRONMENTAL HEALTH
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20,41 O J c AI!i Jn,N
LICEN yJESIGIC.R
Advantage Perc&design ® APDdesigns@icloud.com (360) 516-7287
County Stamp
Bed Profile
Designer mp
3034
transport pipe 30' �LICENSE„� 3m ER
2 Designer Info:
3' Jim Zimny
*fl' APD
7178 Windllower PL NW
Seabeck,WA 98380
SP PORT APDdesigns@icloud.com
D box w/ Locking lid riser Applicant Info:
- L " Cuvei J1Ii -
vt So�
36" Vertical Seperation Date:
6/15/2026
Page
JUL 08 ? Scale
'JASON COL/ AL 1" =10'
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S EOURED UD WRH CAS 1I OHT SEAL
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ACCESS;RISER
FRUSHGRADE
CHAMBER
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APPROVED
JUL 08 8 2026
MASON COUNTY ENVIRONMENTAL HEALTH
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