HomeMy WebLinkAboutSWG2025-00242 - SWG Application / Design - 6/24/2025 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584
SHELTON:360-427-9670,EXT 400
A BELFAIR:360-275-4467,EXT 400
-�-�• Public Health & Human Services ELMA:360 FAX: 629 427 7400
On-Site Sewage System Permit: SWG2025-00242
APPLICANT BORG PIETER M III & RACHEL Phone: 951-719-9371
Address: 8725 ARIVA CT#756 SAN DIEGO, CA 92123
OWNER BORG PIETER M III & RACHEL Phone: 951-719-9371
Address: 8725 ARIVA CT#756 SAN DIEGO, CA 92123
SEPTIC DESIGNER Brandon Jones -Horizon Wastewater Phone: 360-550-4277
Address: PO Box 3031 SILVERDALE, WA 98383
Site Address: 26490 NE North Shore Rd
Primary Parcel Number: 323331100020
Permit Description: New 4BR SFR - pressure
Permit Submitted Date: 06/24/2025
Permit Issued Date: 07/14/2025
Issued By: Jeff Wilmoth
Current Permit Fees Paid: $825.00 (additional fees may be requi-ed upon installation of system).
Permit Expiration Date: 07/10/2028 (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 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
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.
III.
OFFICIAL USE ONLY
Al. , MASON COUNTY DATE RECEIVED: 0(0 2q - 2021
AMOUNT RECEIVED: RECEIVED BY: 03 (I)
Public Health & Human Services 4 .3zCj Q z m
Environmental Health 360-427-9670,ext 400 or 360 275 4467,ext.400 ��� �O O 0
415 N.6th Street -Shelton,WA 98584 2.5 CO 73
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ON-SITE SEWAGE SYSTEM APPLICATION
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APPLICANT PHONE m
1 RACHEL BORG czz: :, r(951)-719-9371 I-
MAILING ADDRESS-STREET.CITY,STATE,ZIP CODE Pau]
n_nu+ 3
430 NE RIDGE POINT BLVD I :11 o j:ELFAlR WA 98528 co
'
SITE ADDRESS-STREET,CITY,ZIP CODE
(TBD) NE NORTH SHORE RD tn1 .' AHUYA WA 98588 IUN'
NAME OF DESIGNER
PHONE
BRANDON JONES (360)-550-4277 N
NAME OF INSTALLER �� m PHONE
J O 11/41
PERMIT TYPE(select one) DRINKING WATER SOURCE CA I v
Pt RESIDENTIAL OSS n COMMUNITY OSS n COMMERCIAL OSS Io( PRIVATE INDIVIDUAL WELL ❑ PRIVATE TWO-PARTY WELL Z I```
TYPE OF WORK(selectone) PUBLIC WATER SYSTEM
1
In NEW CONSTRUCTION I UPGRADES rl REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) 0 TABLE X REPAIR H-
SUBMITTALS ❑ SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE
CO
v(DESIGN FORM(REQUIRED) PI SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFTER 4/120257 O r I
1 WAIVER(S)(IF APPLICABLE) 4 20 acres ❑ YES Q✓ NO n
Q
DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gale)
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IN
SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I C
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE I FAILURE SOURCE(for reporting purposes)
0 VOLUNTARY ❑MAINTENANCE/PUMPING ❑BUILDING PERMIT ['HOME SALE ['COMPLAINT 0 OTHER:
INSPECTOR SOIL LOGS COMMENTS/CONDITIONS
7Y L 5
C.a 15
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 AP (CATION APPROVED/ISSUED BY DATE
THIS F MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:4/14/2025
amrm.
' DE'SIGN FORM—PAGE ONE Assessor's Parcel Number: 3 2 33 3 I I 0 C)02 O
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 paper size: 11"X 17"
PARCEL IDENTIFICATION
Permit Number: SWG ZOZrj ^ C70242 Designer's Name: BRANDON JONES
Applicant's Name: RACHEL BORG Designer's Phone Number: (360)-550-4277
Mailing Address: 430 NE RIDGE POINT BLVD Designer's Address: PO BOX 3031
BELFAIR,WA 98528 City State Zip SILVERDALE WA 98383
horizonwastewater.don
City State Zip Designer's Email bran @
DESIGN PARAMETERS
Treatment Device
❑ Glendon 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter 0 ATU LJ Other
Treatment Level (check all that apply): ❑A ❑B ❑C El BL1 ❑BL2 El BL3 El E ❑N
Drainfield Type
❑ Gravity E'Pressure 0 Trench 0 Bcd 0 Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 4 Schedule/Class 40
Daily Flow: Operating Capacity 360 gpd Length (varies) ft
Daily Flow:Design Flow 480 gpd Diameter 1 in
Septic Tank Capacity(working) 1200 gal Number 7
Receiving Soil Type(1-6) 4 Separation 5' (O/c) ft
Receiving Soil Appl. Rate .6 gpd/ft2 Orifices
Required Primary Area 800 ft2 Total Number of Orifices 98
Designed Primary Area 810 ft2 Diameter 1/8 in
Designed Reserve Area 2000 ft2 Spacing 36 in
Trench/Bed Width 3 ft Manifold
Trench/Bed Length (varies) ft Schedule/Class 40
Elevation Measurements Length 5 ft
Original Drainfield Area Slope 5-8 % Diameter 2 in
New Slope,If Altered % Preferred manifold configuration used? ErYes 0 No
Depth of Excavation Up-slope 14 in Transport Pipe
from Original Grade Down_slope 12 in Schedule/Class 40
Designed Vertical Separation 24+ in Length 100 ft
Gravel-based Drainfield Required? 0 Yes C1 No Diameter 2 in
Pump Required? 'Yes 0 No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 12
Diff.in Elevation Between Pump&Uppermost Orifice -5 ft Dose quantity 40 gal
Drainfield Squirt Height/Selected Residual(head) 5 ft Chamber Capacity(flood) 1500 gal
Pum
Uppermost Orifice 0 Higher eLower than Pump Shutoff p controls:Please check those required.
Capacity @ Total Pressure Head 50 gpm E' Timer rzi Elapse Meter V Event Counter
Calculated Total Pressure Head 22.6 ft If Timer: Pump on .8m ,Pump off 2h
Comments
PANEL CONFIGURATIONS SHOWN SUBJECT TO CHANGE BASED ON FIELD TESTING RESULTS
Revised:4/14/2025
DESIGN FORM—PAGE TWO Assessor's Parcel Number: 3 2 3 3 3 -- 2 2 -- 0 0 0 2 0
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
te Test hole locations Et Drainfield orientation and layout Reference depth from original grade:
! f Soil logs g Trench/bed dimensions and Ig Septic tank
PI Property lines critical distances within layout 10 Drainfield cover
El Existing and proposed wells 10 D-Box/Valve box locations Reference depth from original grade
within 100 ft of property Ig Septic tank/pump chamber and restrictive strata:
❑ Measurements to cuts,banks,and locations Er Laterals,trench/bed,top and
surface water and critical areas 0 Observation port location bottom
❑ Location and orientation of 0 Clean-out location 0 Curtain drain collector
curtain drain and all absorption le Manifold placement 0 Sand augmentation
components B Orifice placement Other cross-section detail:
O Location and dimension of 0 Lateral placement with distance g Observation ports/clean-outs
primary system and reserve area to edge of bed
Buildingsg Other Information
Ef
Lot Audible/visual alarm referenced Yes No
• Direction of slope indicator El Scale of drawing shown on scale ❑ le Design staked out
Ig Waterlines bar 0 0 Recorded Notices attached
0 Roads, easements,driveways, p vat�'Qn e ,a -1 • e 0 0 Waiver(s)attached
parking arm, � I, ` ' riff ❑ Pump curve attached
le North arrow and scale drawing I o 0 Evaluation of failure
shown on scale bar JUL 14 2025 Non-residential justification
MASON COUNTY ENVIRONMENTAL HEALTH ❑0 lg Flow g FlowWast strength
JBW
DESIGN APPROVAL
The undersigned designer must be notified b installer at time of installation le Yes 0 No
• 6/20/2025
Signature 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- • e regulations:
I�� k) 1�AttL 7'f L1��S
En ro tal Hea th Specialist Date
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
/ The design is stamped"Approved"by Mason County Public Health.
/ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: 7' /0`Z'
/ 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
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CLIENT:
CONTROL RACHEL BORG
PANEL
O PARCEL # :
32333-11-00020
CONTINUOUS CONDUIT
TO PUMP JUNCTION BOX-� PROJECT ADDRESS:
(TBD) NE NORTH SHORE RD
TAHUYA, 98588
4"X8" TREATED POST
4'
SHEET ID:
E-201
POURED CONCRETE 7'
FINAL GRADE ,
s
0400 ✓G 0 ' REVISIONS:
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9�ti ,a . "" HORIZON
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6, W A S T E VOI ATt
\OTES (360) . 550. 4277
1 . LOCATE CONTROL PANEL WITHIN VIEW OF P.O. Box 3031
PUMP TANK ACCESS LID. Silverdale, WA 98383
2. CONTROL PANEL MAY ALSO BE INSTALLED
ON EXTERIOR WALL IF INSULATORS ARE
USED TO DAMPEN POSSIBLE MOTOR
CONTACTOR NOISE.
3. INSTALL CONTROL PANEL IN AN EASILY tt�
ACCESSIBLE AND SHADY AREA (IF / 0
POSSIBLE) TO AVOID TEMPERATURE ‘IFoi``` .. 1
EXTREMES WHICH CAN BE DETRIMENTAL _ P •
TO ELECTRICAL COMPONENTS. i :%';'o ^e 1!._.'I„I,
CONTROL PANEL MODEL SPECIFIED: ik 107 Z A..4 0
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ORENCO-' MVP SIMPLEX Ar 5100388
i Brandon R. Jones %,
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