HomeMy WebLinkAboutSWG2025-00225 - SWG Application / Design - 6/13/2025 q
MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584
SHELTON:360-427-9670,EXT 400
J L BELFAIR:360-275-4467,EXT 400
'i Public Health & Human Services ELMA:360-482-5269,EXT 400
FAX:360-427-7787
On-Site Sewage System Permit: SWG2025-00225
APPLICANT Hunter, Adam Phone: 360 753-1226
Address: 2201 93rd Ave SW Olympia, WA 98512
OWNER KNOTTS LINDA D Phone:
Address: 1010 SE PHILLIPS RD SHELTON, WA 98584
OWNER APPLICANT Burns, Juliann Phone: 530-524-4523
Address: 1010 SE Phillips Rd Shelton, WA 98584
Site Address: UNKNOWN
Primary Parcel Number: 320357500110
Permit Description: New 3bd pressure trench
Permit Submitted Date: 06/13/2025
Permit Issued Date: 07/07/2025
Issued By: Rhonda Thompson
Current Permit Fees Paid: $555.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 07/02/2028 (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 Drain field 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.
OFFICIAL USE ONLY
MASON COUNTY GATE RECEIVED 6/13/25
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AMOUNT RECEIVED: RECEIVED BY:
s Public Health & Human Services $555 online CO m
Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 C 0
415N.6thStreet-Shelton,WA 98584 SWG 2025-00225 0 Xi
- Z CA
CLEAR FORM ON-SITE SEWAGE SYSTEM APPLICATION D D
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m C)
APPLICANT PHONE m
JULIANN BURNS 5305244523 z
MAILING ADDRESS-STREET,CITY.STATE,ZIP CODE g
1010 SE PHILLPS RD SHELTON WA 98584 °m°
70
SITE ADDRESS-STREET.CITY ZIP CODE
1020 SE PHILLIPS RD SHELTON WA 98584 I N
NAME OF DESIGNER PHONE W
ADAM HUNTER 3607531226• CP
NAME OF INSTALLER PHONE 0 I U1
TBD < o
PERMIT TYPE(select one) DRINKING WATER SOURCE -
6RESIDENTIAL OSS Fl COMMUNITY OSS IFI COMMERCIAL OSS6 PRIVATE INDIVIDUAL WELL It PRIVATE TWO-PARTY WELL Z I O
TYPE OF WORK(select one) rr PUBLIC WATER SYSTEM _ r
ENEW CONSTRUCTION/UPGRADES Fl REPAIR/REPLACEMENT OTHER DETAILS(select al/that apply) ❑ TABLE X REPAIR I
SUBMITTALS 0 SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE co
'DESIGN FORM(REQUIRED) I SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFTER 4/1/20251 0 0 I
6WAIVER(S)(IF APPLICABLE) 3 5 El YES ❑✓ NO 0 I
DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate)
LYNCH RD NORTHEAST TO A LEFT ON PHILLIPS FOR 1 MILE TO A RIGHT AT SHARED
NAMED DRIVE WILLOW RIDGE LN TO SITE ON THE LEFT.
0
CLOSED GATE, CALL OWNER FOR ACCESS: 530-524-4523
SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS.
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE/FAILURE SOURCE(for reporting purposes)
0 VOLUNTARY 0 MAINTENANCE/PUMPING 0 BUILDING PERMIT 0 HOME SALE ❑COMPLAINT ID OTHER:
INSPECTOR SOIL LOGS COMMENTS/CONDITIONS
TH1 and TH2: 0-33 GSL, 33+ mott
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.
INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED/ISSUED BY DATE
IRAs - _, 1)4/L 7/2/25 7/2/28 EH APPROVED
T� �� R wnda Thm anon 07/07/2025
THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:4/14/2025
DESIGN FORM—PAGE ONE Assessor's Parcel Number: 320357500110 -- --
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 2025-00225 Designer's Name: ADAM HUNTER
Applicant's Name: JULIANN BURNS Designer's Phone Number: 3607531226
Mailing Address: 1010 SE PHILLPS RD Designer's Address: PO BOX 162
SHELTON WA 98584 City State Zip OLYMPIA WA 98507
City State Zip Designer's Email JHANDASSOCIATES@HOTMAIL.COM
DESIGN PARAMETERS
Treatment Device
❑Glendon 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter 0 ATU ❑Other
Treatment Level(check all that apply): I A J B J C J BLI J BL2 J BI,3 ` 1 E J N
Drainfield Type
❑Gravity I /Pressure I '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 1.25 in
Septic Tank Capacity(working) 1200 gal Number 5
Receiving Soil Type(1-6) 4 Separation 6 ft
Receiving Soil Appl.Rate 0.6 gpd/ft2 Orifices
Required Primary Area 600 ft2 Total Number of Orifices 65
Designed Primary Area 600 ft2 Diameter 3/16 in
Designed Reserve Area 200 ft2 Spacing 36 in
Trench/Bed Width 3 ft Manifold
Trench/Bed Length 200 ft Schedule/Class 40
Elevation Measurements Length 36 ft
Original Drainfield Area Slope 1.5 % Diameter 2 in
New Slope, If Altered N/A % Preferred manifold configuration used? faYes 0 No
Depth of Excavation Up-slope 9 in Transport Pipe
from Original Grade Down-slope 7 in Schedule/Class 40
Designed Vertical Separation 24 in Length 140 ft
Gravel-based Drainfield Required? 0 Yes 0 No V Diameter 2 in
Pump Required? I 'Yes 0 No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 6
Diff. in Elevation Between Pump&Uppermost Orifice 6 ft Dose quantity 60 gal
Drainfield Squirt Height/Selected Residual(head) 2 ft Chamber Capacity(flood) 1200 gal
Uppermost Orifice Ica/Higher 0 Lower than Pump Shutoff Pump controls:Please check those required.
Capacity @ Total Pressure Head 38.102 gpm 'Timer E/Elapse Meter o Event Counter
Calculated Total Pressure Head 11.806 ft If Timer: Pump on 60GAL ,Pump off 4 HRS
Comments
EH APPROVED
Rhonda Thompson 07/07/2025
Revised:4/14/2025
.
DESIGN FORM—PAGE TWO Assessor's Parcel Number: 320357500110 --
Permit Number: SWG 2025-00225
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
Test hole locations 9' Drainfield orientation and layout Reference depth from original grade:
9' Soil logs l' Trench/bed dimensions and 9' Septic tank
9' Property lines critical distances within layout ®' Drainfield cover
Ea Existing and proposed wells 9' D-Box/Valve box locations Reference depth from original grade
within 100 ft of property 9' Septic tank/pump chamber and restrictive strata:
9' Measurements to cuts,banks,and locations ®' Laterals,trench/bed,top and
surface water and critical areas 9' Observation port location bottom
9' Location and orientation of l' Clean-out location l' Curtain drain collector
curtain drain and all absorption Ea Manifold placement 9' Sand augmentation
components Ea Orifice placement Other cross-section detail:
g Location and dimension of 9' Lateral placement with distance 11 Observation ports/clean-outs
primary system and reserve area to edge of bed
Buildings g Other Information
I2iEi Audible/visual alarm referenced Yes No
Direction of slope indicator 9' Scale of drawing shown on scale Er 0 Design staked out
9' Waterlines bar 0 0 Recorded Notices attached
9' Roads,easements,driveways, 0 Elevation benchmark and relative 0 0 Waiver(s)attached
parking elevations of system components l' 0 Pump curve attached
l'( 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 mus be •• ' d by installer at time of installation 9'Yes 0 No
4
6/13/25
.',re of Designer Date
The undersigned has reviewed this e ••ign on behalf of Mason County Public Health and determined it to be in
compliance with state and local on-s e regulations:
04/1, 7/7/25
Environmental Health Specialist Date
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
✓ The design is stamped"Approved" by Mason County Public Health. 7/2/28
✓ 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:4/14/2025
PAGE 1
MASON COUNTY HEALTH DEPARTMENT
ON-SITE SEWAGE DISPOSAL SYSTEM DESIGN
SITE#: PARCEL#:320357500110
DATE SUBMITTED: 6/13/2025 LEGAULOT#:LOT 11
SURVEY 11/200
SUBMITTED BY: ADAM HUNTER
APPLICANT: JULIANN BURNS
ADDRESS:
I.CALCULATIONS
NUMBER OF BEDROOMS= 3
RESIDENTIAL GPD FLOW= 360
IF NON-RESIDENTIAL-GPD FLOW
WILL BE AS FOLLOWS:
GPD=
APPLICATION RATE= 0.6 GPD/FT2
REDUCTION=LEAVE BLANK IF NO REDUCTION TAKEN
DRAINFIELD SIZING
ABSORPTION AREA= 600 FT2
TRENCH LENGTH OR BED CONFIG.= 5-40FT TRENCHES
II.WATERPROOF SEPTIC TANK
COMPOSITION AND SIZE= 1200 GAL.CONCRETE
NEW OR EXISTING NEW
III.DRAINFIELD CROSS SECTION
DEPTH TO DRAINROCK BOTTOM= 0'-9"
ROCK DEPTH BELOW PIPE= 0'-6"
SEPARATION FROM TRENCH BOTTOM TO IMPERMEABLE
MATERIAUSEASONAL SATURATION= >2'-0"
FILL DEPTH= 1'-0"
TRENCH WIDTH= 3'-0"
IV.PUMP REQUIREMENT
DOSING VOLUME IN GALLONS= 60
NUMBER OF DOSES PER DAY= 6
V.PRESSURE CALCULATIONS
USING PIPE CLASS 40
ORIFICE 3/16
EH APPROVED
Rhonda Thompson 07/07/2025
6/13/25
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�'•' AOAU J.HUNTER
'1"r'1'i;`i'S11i'S &1F'v
533'A'13.i1.
r,,..- 2
LATERAL#1=
SQUIRT HEIGHT(FT)= 2.00
(NOTE(2):ORIFICE DISCHARGE RATE=(11.79)X(ORIFICE DIAMETER)S02 X
SO ROOT OF(TOTAL PRESSURE HEAD)
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 40.00
ORIFICE SPACING= 3'0"
DISTANCE FROM END CAP= 2'0"
NUMBER OF HOLES= 13
LATERAL DISCHARGE RATE= 7.620
LATERAL#2=
SQUIRT HEIGHT(FT)= 2.00
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 40.00
ORIFICE SPACING= 3'0"
DISTANCE FROM END CAP= 2'0"
NUMBER OF HOLES= 13
LATERAL DISCHARGE RATE= 7.620
LATERAL#3=
SQUIRT HEIGHT(FT)= 2.00
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 40.00
ORIFICE SPACING= 3'0"
DISTANCE FROM END CAP= 2'0"
NUMBER OF HOLES= 13
LATERAL DISCHARGE RATE= 7.620
LATERAL#4=
SQUIRT HEIGHT(FT)= 2.00
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 40.00
ORIFICE SPACING= 3'0"
DISTANCE FROM END CAP= 2'0"
NUMBER OF HOLES= 13
LATERAL DISCHARGE RATE= 7.620
LATERAL#5=
SQUIRT HEIGHT(FT)= 2.00
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 40.00
ORIFICE SPACING= 3'0"
DISTANCE FROM END CAP= 2'0"
NUMBER OF HOLES= 13
LATERAL DISCHARGE RATE= 7.620
EH APPROVED
Rhonda Thompson 07/07/2025
6/13/25
, •10012 •••.'
" ADM J.HUNTER
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PACE 3
LENGTH DIAMETER FLOW FRICTION LOSS
SECTION (FT) (IN) (GPM) (FT)
AB 140.00 2.00 38.102 3.3949
BC 1.00 2.00 22.861 0.0094
CD 1.00 2.00 15.241 0.0045
DE 36.00 2.00 7.620 0.0445
EF 40.00 1.25 7.620 0.3528
TOTAL= 3.8060
"TOTAL HEAD LOSS
1)FRICTION LOSS THROUGH SYSTEM= 3.806
2)ELEVATION DIFFERENCE = 6.000
3)RESIDUAL = 2.000
TOTAL= 11.806
EH APPROVED
Rhonda Thompson 07/07/2025
6/13/25
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EH APPROVED
Rhonda Thompson 07/07/2025
6/13/25
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