HomeMy WebLinkAboutSWG2025-00409 - SWG Design - 10/23/2025 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584
SHELTON:360-427-9670,EXT 400
J{. 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: SWG2025-00409 CC.
APPLICANT HARBORSTONE CONSULTING INC Phone: 12533630071
Address: PO BOX 286 GIG HARBOR, WA 98335
OWNER CATALDO MADELYN R Phone:
Address: 7350 NE NORTH SHORE RD BELFAIR, WA 98528
SEPTIC DESIGNER MIKE JERKOVICH* Phone: 253-363-0071
Address: PO BOX 296 GIG HARBOR, WA 98335
Site Address: 7350 NE NORTH SHORE RD
Primary Parcel Number: 222162200130
Permit Description: Repair 2bd pressure trench
Permit Submitted Date: 10/08/2025
Permit Issued Date:
Issued By: Rhonda Thompson
Current Permit Fees Paid: $825.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 10/15/2026 (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 Drainfield 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.
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OFFICIAL USE ONLY
DATE RECENED: I h /0
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Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 — U)
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415 N.6th Street -Shelton,WA 98584 swG R.0a5 — O �
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ON-SITE SEWAGE SYSTEM APPLICATION
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APPLICANT PHONE m
Harborstone Consulting, LLC 253-363-0071 z
MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE g
PO Box 296, Gig Harbor, WA 98335 r! (Sg.g E►', � (1�r coSITE ADDRESS-STREET,CITY,ZIP CODE U L..1 ��i \. I...� '•
7350 NE North Shore Rd, Belfair, WA 98528 iOCT 08 2025 '(, I N
NAME OF DESIGNER PHONE - '___) I IV
Mike Jerkovich 253-514-095
NAME OF INSTALLER PHONE ` ._ C/�l v I ND
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TBD <
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PERMIT TYPE(select one) DRINKING WATER SOURCE
K RESIDENTIAL OSS F COMMUNITY OSS F COMMERCIAL OSS W PRIVATE INDIVIDUAL WELL 6PRIVATE TWO-PARTY WELL Z I 0)
TYPE OF WORK(select one) Q PUBLIC WATER SYSTEM 1
6 NEW CONSTRUCTION/UPGRADES W.REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ❑ TABLE X REPAIR N
SUBMITTALS ❑ SURFACING SEWAGE ® EXISTING FAILURE 0 SHORELINE
CO
Q DESIGN FORM(REQUIRED) ❑SEPTIC DESIGN(REQUIRED) BEDRO.)1 LOT SIZE WAS LOT CREATED AFTER4/1/2025? r0 N
❑ WAIVER(S)(IF APPLICABLE) O.
VS ❑YES ENO n 1
0
DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate) I
Left on Old Belfair Hwy; Left on NE SR 300 (North Shore Rd); property is on the right. I o
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rb o rIC\ 41 IMP 112 I co
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(for reporting purposes)
❑VOLUNTARY 0 MAINTENANCE/PUMPING 0 BUILDING PERMIT El HOME SALE ['COMPLAINT ❑OTHER:
INSPECTOR SOIL LOGS COMMENTS/CONDITIONS
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N \-1
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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 APPLICATION APPROVED'ISSUED BY DATE
°�MAtOri 10 I its ` K2� Ic 4''1Q,IT C971 i0141S
THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:6/3/2025
li
DESIGN FORM—PAGE ONE Assessor's Parcel Number: 2 2 2 1 6 2 2 0 0 1 3 0
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 2025- ooy oq Designer's Name: Mike Jerkovich
Applicant's Name:
Harborstone Consulting, LLC Designer's Phone Number: 253-514-0958
Mailing Address: PO Box 296 Designer's Address: PO Box 296
Gig Harbor WA 98335 City State Zip Gig Harbor WA 98335
City State Zip Designer's Email mjerkovich@harborstonellc.com
DESIGN PARAMETERS
Treatment Device
❑ Glendon 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter 0 ATU 0 Other
Treatment Level(check all that apply): ❑A ❑B ❑ C ❑ BLI ❑BL2 ❑ BL3 IJ E ❑N
Drainfield Type
❑Gravity Rf Pressure 0 Trench 0 Bed 0 Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 2 Schedule/Class 40
Daily Flow: Operating Capacity 180 gpd Length 45 ft
Daily Flow: Design Flow 240 gpd Diameter 1.25 in
Septic Tank Capacity(working) 1000 gal Number 3
Receiving Soil Type(1-6) 4 Separation / 6 0.C,- ft
Receiving Soil Appl. Rate 0.6 gpd/ft2 Orifices
Required Primary Area 400 ft2 Total Number of Orifices 36
Designed Primary Area 400 ft2 Diameter 3/16 in
Designed Reserve Area IAQAil. ft2 Spacing 48 in
Trench/Bed Width 5 ft Manifold
Trench/Bed Length \SS ft Schedule/Class 40
Elevation Measurements Length 2 ft
Original Drainfield Area Slope 0 % Diameter 1.5 in
New Slope,If Altered % Preferred manifold configuration used? 0 Yes ❑No
Depth of Excavation Up-slope 7 in Transport Pipe
from Original Grade Down-slope 7 in Schedule/Class 40
Designed Vertical Separation "2 r X in Length 50 ft
Gravel-based Drainfield Required? 0 Yes le No Diameter 1.5 in
Pump Required? FlYes 0 No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 6
, Diff. in Elevation Between Pump&Uppermost Orifice 10 ft Dose quantity 40 gal
Drainfield Squirt Height/Selected Residual(head) 5 ft Chamber Capacity(flood) 1166 gal
Uppermost Orifice Ef Higher 0 Lower than Pump Shutoff Pump controls: Please check those required.
Capacity @ Total Pressure Head 35.3 gpm Lo( Timer le Ela se Meter I ' Event Counter
Calculated Total Pressure Head 21.4 ft If TirAl . •1 mp off 03:58:00
Comments
OCT 24 2025
MASON COUNTY ENVIRONMENTAL HEALTH
RET
Revised: 6/11/2025
r.Assessor's2 221
Parcel Numbed DESIGN FORM—PAGE TWO � � � � 1 1 1 1 1 . _._1___
2025-00,(1 9 0
622001 3
Permit Number: SWG �1
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
❑ Test hole locations 0 Drainfield orientation and layout Reference depth from original grade:
❑ Soil logs 0 Trench/bed dimensions and 0 Septic tank
❑ Property lines critical distances within layout 0 Drainfield cover
❑ Existing and proposed wells 0 D-Box/Valve box locations Reference depth from original grade
within 100 ft of property 0 Septic tank/pump chamber and restrictive strata:
❑ Measurements to cuts,banks, and locations 0 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 0 Manifold placement 0 Sand augmentation
components 0 Orifice placement Other cross-section detail:
❑ Location and dimension of 0 Lateral placement with distance 0 Observation ports/clean-outs
primary system and reserve area to edge of bed
g Other Information
❑ Buildings
0 Audible/visual alarm referenced Yes No
❑ Direction of slope indicator 0 Scale of drawing shown on scale 0 E''Design staked out
❑ Waterlines bar 0 leRecorded Notices attached
❑ Roads, easements,driveways, ❑ Elevation benchmark and relative 0 itWaiver(s)attached
parking elevations of system components le 0 Pump curve attached
❑ North arrow and scale drawing ❑ le 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 II 'Yes 0 No
MLFFeJerIQovicl1 10/8/2025
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-site regulations:
(d(t-
Environmental Health Sp ialist Date
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
✓ The design is stamped"Approved"by Mason County Public Health.✓ (D,
The Onsite Sewage Permit has not expired,the Permit Expiration Date is:
✓ 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
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