HomeMy WebLinkAboutSWG2025-00425 - SWG Application / Design - 11/21/2025 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584
SHELTON:360-427-9670,EXT 400
6471-
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: SWG2025-00425
APPLICANT NOARD ET AL TIMOTHY E & Phone:
JACQUELINE
Address: KYLE I DAVIS &AMANDA KATE DAVIS GRAPEVIEW, WA 98546
SEPTIC DESIGNER Brandon Jones -Horizon Wastewater Phone: 360-550-4277
Address: PO Box 3031 SILVERDALE, WA 98383
Site Address: 370 E Wilson Way
Primary Parcel Number: 221147600100
Upgrade SFR existing 3-bedroom gravity system to 5-bedroom
gravity system by adding 150 linear feet of d/f between existing
Permit Description: trenches, relocating reserve d/f, and replacing existing 1200 gal
septic tank with a 1500 gal tank. Class B Waiver to reduce vertical
separation approved 9/26/2006 with permit SWG2006-00489.
Permit Submitted Date: 10/22/2025
Permit Issued Date: 11/21/2025
Issued By: David Anderson
Current Permit Fees Paid: $555.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 10/22/2028 (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 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.
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,SHELTON,WA 98584
L SHELTON:360-427-0670,EXT 400
BELFAIIR:360-275-4467,EXT 400
Public Health & Human Services ELMA:360-482-5269,EXT 400
FAX:360-427-7787
7 The Class B Waiver to reduce vertical separation from 36 inches to 18 inches for a gravity
septic system was approved 9/26/2006 with permit SWG2006-00489 for the existing
drainfield area. The reserve drain field area approved with permit SWG2025-00425 is in a
new location and not approved for the reduction of vertical separation with the 9/26/2006
Class B waiver.
8 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for
final installation approval.
I
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.
IAIMIMIt
OFFICIAL USE ONLY
elM; MASON COUNTY DATFRFCFIVFD ' / / c5
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AMOUNT RECEIVED: RECO/O BY:
1— Public Health & Human Services 65jcj' EC U Ne < cn
Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 J�^ ' /
415N.6thStreet- Shelton,WA98584 SWG- aI t/5 - i-{ -5 N 2
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ON-SITE SEWAGE SYSTEM APPLICATION
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APPLICANT PHONE 1T1
KYLE DAVIS (360)-621-4583 � z
MAILING ADDRESS-STREET.CITY.STATE,ZIP CODE v (/V� g
370 E. WILSON WAY, GRAPEVIEW, WA 98546 6'y c.<9" �� co
SITE ADDRESS-STREET,CITY.ZIP CODE l/
370 E. WILSON WAY, GRAPEVIEW, WA 98546 yit,� ���0 t ' IN
NAME OF DESIGNER PHONE �s 0 IN)
BRANDON JONES (360)-550-4277
NAME OF INSTALLER PHONE O
`C IPERMIT TYPE(select one) DRINKING WATER SOURCE O
RESIDENTIAL OSS Li COMMUNITY OSS F COMMERCIAL OSS J PRIVATE INDIVIDUAL WELL U PRIVATE TWO-PARTY WELL Z I
TYPE OF WORK(select one) PUBLIC WATER SYSTEM 1
W NEW CONSTRUCTION/UPGRADES n-REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) 0 TABLE X REPAIR N
SUBMITTALS ❑ SURFACING SEWAGE 0 EXISTING FAILURE ❑SHORELINE
co
0 DESIGN FORM(REQUIRED) r❑SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFTER 4/1/2025/ r I
O ElWAIVER(S)(IF APPLICABLE) 5 5 Acres EYES ENO 17 I
X Io
DIRECTIONS TO SITE AND SITE CONDITIONS;(ex.locked gate)
S. ON E. WILSON WAY FROM GRAPEVIEW LOOP RD. DRIVEWAY ON LEFT IN .5 I�
MILES.
O r l—
I"
SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I
CD
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE/FAILURE SOURCE(for reporting purposes)
❑VOLUNTARY ❑MAINTENANCE/PUMPING ❑BUILDING PERMIT ['HOME SALE ['COMPLAINT El OTHER:
INSPECTOR SOIL LOGS COMMENTS I CONDITIONS
`rtf l:0� ($L (T' t�I)
�-� It ft/
(
-N-1z:U_3Z~k 54 (Typc i)
M(-u#- 32`` 14 ihof
CZ) T 3 0-33 " St (1)/P01)
6fgf33 LI ihMI
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.
INSPECTO NATURE DATE APPLICATION EXPIRATION DATE APPLICATIO PROVED/ISSUED BY DATE
Y2S/n5 to (27I2o . ((/ t (zcr $
THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:6/3/2025
DESIGN FORM-PAGE ONE Assessor's Parcel Number: 2 2 1 1 4 7 6 0 0 1 0 0
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 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 pZ47\5-- a042/5 Designer's Name: BRANDON JONES
Applicant's Name: KYLE DAVIS Designer's Phone Number: 3605504277
Mailing Address: 370 E.WILSON WAY Designer's Address: PO BOX 3031
GRAPEVIEW WA 98546 City State Zip SILVERDALE WA 98383
City State Zip Designer's Email Brandon@horizonwastewater.com
DESIGN PARAMETERS
Treatment Device
0 Glendon 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter 0 ATU 0 Other
Treatment Level(check all that apply): 0 A ❑ B ❑C ❑BL I 0 BL2 0 BL3 efE 0 N
Drainfield Type
Gravity 0 Pressure 0 Trench 0 Bed 0 Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 5 / Schedule/Class
t
Daily Flow: Operating Capacity 450 ' gpd Length 50 ft
Daily Flow: Design Flow 600 - gpd Diameter in
Septic Tank Capacity(working) 1500 ' gal Number ell &any 3 C7M01)
Receiving Soil Type(1-6) 4 Separation 2' (5' 0/C) ft
Receiving Soil Appl.Rate .6 gpd/ft2 Orifices
Required Primary Area I.
(0 0 0 18.Q0 ft2 Total Number of Orifices
Designed Primary Area "/050 T804, ft2 Diameter in
Designed Reserve Area 2000 ' ft2 Spacing in
Trench/Bed Width 3 i ft Manifold
Trench/Bed Length 50 -1 ft Schedule/Class
Elevation Measurements Length ft
Original Drainfield Area Slope 1 1 ' % Diameter in
New Slope, If Altered % Preferred manifold configuration used? ❑Yes 0 No
Depth of Excavation Up-slope 14 ' in Transport Pipe
from Original Grade Down-slope 10 , in Schedule/Class
Designed Vertical Separation 18 in Length ft
Gravel-based Drainfield Required? 0 Yes le No Diameter in
Pump Required? 0 Yes FffNo ( Dosing and Pump Chamber
lortieW
Pump/Siphon Specifications 9116 t t 'G6 Number of doses/day
Diff. in Elevation Between Pump&Uppermost Orifice ft Dose quantity gal
Drainfield Squirt Height/Selected Residual(head) ft Chamber Capacity(flood) gal
Uppermost Orifice 0 Higher 0 Lower than Pump Shutoff Pump controls:Please check those required.
Capacity @ Total Pressure Head gpm 0 Timer 0 Elapse Meter 0 Event Counter
Calculated Total Pressure Head ft If Timer: Pump on ,Pump off
Comments plc Vpgrak €xt ifoq y 3-6P�rr� gIr�vrtyy syslei, -to .C-balrronl y twity;Wein by adding
►So trnear f f 3 (afortt(s) of c`tlruc 1{ etc(boftveerl .061My i alee, f (dCcf>rety
r drF, aik( (e(1(aeOt (Wo a( sepl'- YM t V( (Soo' al i ilK.
y ' y
Revised: 6/11/2025
1,ESIGN FORM—PAGE TWO Assessor's Parcel Number:l 2 1 2 I 1 1 1 14 17 16 1 0 101 1 I 0 I 0 I
Permit Number: SWG o 01245% 00'/ 5
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
le Test hole locations V Drainfield orientation and layout Reference depth from original grade:
er Soil logs Er Trench/bed dimensions and V Septic tank
er Property lines critical distances within layout l Drainfield cover
0' Existingand proposed wells V D-BoxNalve box locations
P P Reference depth from original grade
within 100 ft of property a Septic tank/pump chamber and restrictive strata:
er Measurements to cuts,banks, and locations lir Laterals, trench bed,top and
surface water and critical areas V Observation port location bottom
El Location and orientation of 12rClean-out location 0 Curtain drain collector
curtain drain and all absorption ❑ 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
l r Buildings Other Information
0 Audible/visual alarm referenced Yes No
er Direction of slope indicator V Scale of drawing shown on scale 0 VDesign staked out
lid Waterlines bar 0 VRecorded Notices attached
0' Roads, easements,driveways, ❑ Elevation benchmark and relative le 0 Waiver(s)attached
parking elevations of system components 0 0 Pump curve attached
er North arrow and scale drawing 0 0 Evaluation of failure
shown on scale bar Non-residential justification
❑ ❑ Waste strength
❑ ❑ Flow
DESIGN APPROVAL
The undersigned designer must be notified by i taller at time of installation gYes 0 No
- 10/22/2025
Signature of Designer Date
The undersigned has reviewed this design on behalf of Mason County Public Health an ,.y,-, to be in
compliance with state and local on-site lations: O vEt,
//(7(/ZO NOV2 ,
Envi mental Hea peciahst 4U7 k,
CpUNh 641,!Ip,,
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING COIVA aittlz HFA/Ty
✓ The design is stamped"Approved"by Mason County Public Health. 10(zz. /
✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: a
✓ 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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