HomeMy WebLinkAboutSWG2026-00306 - SWG Application / Design - 9/22/2026 MASON COUNTY 415N6SHELTON: 60427-O70,EXT 400
SHELTON:3604274670,EXT 400
BELFAIR:360-2754467,EXT 400
Public Health & Human Services ELMA:36GA825269,EXT 400
FAX:360-427-7787
On-Site Sewage System Permit: SWG2026-00306
APPLICANT Hunter, Adam Phone: 360 753-1226
Address: 2201 93rd Ave SW Olympia,WA 98512
OWNER AZIZ ENAYAT S&MARI G Phone:
Address: 919 206TH PL NE SAMMAMISH,WA 98074-6672
SEPTIC DESIGNER ADAM HUNTER* Phone: 360-753-1226
Address: PO Box 162 OLYMPIA,WA 98507
Site Address: 50 E RIDGEVIEW DR
Primary Parcel Number: 320215902009
Permit Description: New 2bd gravity trench
Permit Submitted Date: 09116/2026
Permit Issued Date: 09/2212026
Issued By: Rhonda Thompson
Current Permit Fees Paid: $570.00 (addlional fees may be required upon ImfallaIon of system).
Permit Expiration Date: 09/21/2029 (Lased on date of nspecrnn)
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 Grainfield 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 Asbuitt Form, Record Drawing, and Installation fee must be submitted for
final installation approval.
THIS PERMIT MUST BE ONSITE DURING INSTALLATION OF 055.
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.govlheakh/environmentallonsiteloss-inspectionrequest.php or call:
360-427-9670,extension 400.
OFFICIAL USE ONLY
MASON COUNTY DMEMLNLD o9 41aoa4 (a N
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Enwronmenul Hone 360-427-0670,ext.400 or 360-275-4467,ext 400
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ON-SITE SEWAGE SYSTEM APPLICATION
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APPUCANT PHONE IM
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ENAYAT AZIZ o 4258916295 z
MAILPIG A00RESS-STREET,CT',STATE,OF CODE j Ci
919 206TH PL NE r SAMMAMISH WA 98074 M
SITE ADDRESS-STREET,CITY,ZW CODE
50 E RIDGEVIEW DR = - ¢' SHELTON WA 98584 I
NAME OF DESIGNER CL PHONE
ADAM HUNTER 1J 3607531226 I o
NAME OF INSTAl1fR PHONE G I OO
TB TBD TBD 5 I m
PEPSAFTTYPE(m one) DRINKING WATER SOURCE w
p RESIDENTIALOSS IDCOMMUNITYOSS OC0MMERCIAL0SS PRNATE INDMDUALWELL 0 PRNATE TWO-PARTYWELL z
TYPE OFWORK(se —) PUBLIC WATER SYSTEM SHORECREST
I]NEW CONSTRUCTION I UPGRADES flREPAIR I REPLACEMENT OTHER DETAILS(.MvdSMMFpM/) O TABLE X REPAIR I
su IITALs 0 SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE w
DESIGN FORM(REQUIRED) NSEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFTE D@6R
ANER(S)(IFAPPLICABLE) 2 6.27 YES NO
DIRECTIONS TO SFIE AND SITE CONDUIONS:(ex-kic**1 b)
EXPIRED DESIGN, REAPPLY
CRESTVIEW TO SOUTH ON HILLCREST TO EAST ON RIDGEVIEW TO SITE ON THE LEFT. O
0
51W MUST BE PLODDED FROM MAIN ROAD AND ITS HOLES MUST SEFUDBBD WFM TEST HOLE MSS.
OFFICIAL USE ONLY BELOW THIS LINE
UP`(MADE/FA W RE SOURCE(Fm npnty pu' sos)
❑VOLUNTARY QMAINTENANCE/PUMPING❑ BUILDING PERMIT Q HOME SALE 0 COMPLAINT Q OTHER:
INSPECTOR SOIL LOGS COMMENTS I CONDITIONS'hfi _ou4 cJa
ocSt s, t '
RECORD DRAWING AND INSTALLATION REPORT
SOIL Coon: ATI
V-VERY G-GMYELLY S-SMO L•LOAM SI,SET C•CAY E=EXTREMELY R•ROOTS REQUIRED FOR FINALAPPROVAL.
INSPECTOR SIGNATURE DATE APPLICAIICH EXPIRATION DATE !CATION APPROVED!ISSUED B�-DI DAM
a�7 tte
THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE RBVISed:01/09/2026
DESIGN FORM—PAGE ONE Assessor's Parcel Number: 320215902009
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 maybe scanned and available for public view on the Mason County Web site.Maximum paper size: II"X17"
PARCEL IDENTIFICATION
Permit Number: SWG e -(. 30((7 Designer's Name: ADAM HUNTER
Applicant's Name: ENAYAT AZIZ Designer's Phone Number: 3607531226
Mailing Address: 919 206TH PL NE Designer's Address: PO BOX 162
SAMMAMISH WA 98074 City State Zip OLYMPIA WA 98507
City State Zip Designer's Email JHANDASSOCIATES@HOTMAIL.(
DESIGN PARAMETERS
Treatment Device
OGlendon OSand Filter OMound OSand Lined Drainffeld Oteciculating Filter ❑ATU O Other
Treatment Level(check all that apply): t]A ❑B ❑C ❑BLI ❑BL2 O BL3 06 E ❑N
Drainfield Type
tGravity ❑Pressure O Trench O Bed ❑Sub Surface Drip
Septic Tank/Drainfeld Specifications Laterals
Number of Bedrooms 2 Schedule/Class 3034
Daily Flow:Operating Capacity 180 gpd Length 45 ft
Daily Flow:Design Flow 240 gpd Diameter 4 in
Septic Tank Capacity(working) 1200 gal Number 3
Receiving Soil Type(1-6) 4 Separation 6 ft
Receiving Soil Appl.Rate 0.6 gpd/ft' Orifices
Required Primary Area 400 ft Total Number of Orifices N/A
Designed Primary Area 405 ft' Diameter N/A in
Designed Reserve Area 400 ft2 Spacing N/A in
Trench/Bed Width 3 ft Manifold
Trench/Bed Length 135 ft Schedule/Class N/A
Elevation Measurements Length N/A ft
Original Drainffeld Area Slope 4 % Diameter N/A in
New Slope,If Altered 4 %a Preferred manifold configuration used?@Yes ONo
Depth of Excavation up-slope 14 in Transport Pipe
from Origiml Grade pcWy-slope 8 in Schedule/Class 3034
Designed Vertical Separation 36 in Length 10 ftGravel-based Drainffeld Required? OYes ONo @ Diameter 4 in
Pump Required? @Yes ONo Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day N/A
Diff.in Elevation Between Pump&Uppermost Orifice N/A ft Dose quantity N/A gal
Drainffeld Squirt Height/Selected Residual(head) N/A ft Chamber Capacity(flood) N/A gal
Uppermost OrificeQHigher OLower than Pump Shutoff Pump controls:Please check those required.
Capacity @ Total Pressure Head N/A gpm O Timer ❑ Elapse Meter ❑ Event Counter
Calculated Total Pressure Head N/A ft If Timer: Pump on N/A ,Pump off N/A
`om e"ts APPROVED
SEP 2,.2026
MASON COUNTY ENVIRONMENTAL HEA vised:6/11/2025
DESIGN FORM-PAGE TWO Assessor's Parcel Number1320215902009
Permit Number: SWG r�.t)Je - OCjO{o
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
( Test hole locations f Drainfield orientation and layout Reference depth from original grade:
V Soil logs 0' Trench/bed dimensions and ' Septic tank
9 Property lines critical distances within layout g' Drainfield cover
V Existing and proposed wells 0 D-Box/Valve box locations Reference depth from original grade
within 100 ft of property V Septic tank/pump chamber and restrictive strata:
• Measurements to cuts,banks,and locations E' Laterals,trench/bed,top and
surface water and critical areas V Observation port location bottom
• Location and orientation of 19 Clean-out location 9 Curtain drain collector
curtain drain and all absorption vi Manifold placement V' Sand augmentation
components 19 Orifice placement Other cross-section detail:
V Location and dimension of vi Lateral placement with distance 9 Observation ports/clean-outs
primary system and reserve area to edge of bed
g Other Information
0 Buildings vi Audible/visual alarm referenced Yes No
19 Direction of slope indicator P Scale of drawing shown on scale f O Design staked out
V Waterlines bar V ❑ Recorded Notices attached
Roads,easements,driveways, V Elevation benchmark and relative 0' O Waiver(s)attached
parking elevations of system components 9' ❑ Pump curve attached
0' North arrow and scale drawing V ❑Evaluation of failure
shown on scale bar Non-residential justification
❑ ❑Waste strength
❑ ❑ Flow
DESIGN APPROVAL
The undersigned designer must be notified b installer at time of installation OYes ()No
9/15/26
Signature o Mesigner 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 re ations:
oNl t
Environmental Health Speci, ist Date
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
✓ The design is stamped"Approved"by Mason County Public Health. n• f/ 'r� c
✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: milv
✓ 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
PAGE 1 III
THURSTON COUNTY HEALTH DEPARTMENT
ON-SITE SEWAGE DISPOSAL SYSTEM DESIGN
SITE#: PARCEL#: 32021-59-02009
DATE SUBMITTED: 9/15/2026 LEGAULOT it In uweAumAm
#2,BLK 2,LOT 9
SUBMITTED BY: ADAM HUNTER
APPLICANT: ENAYAT AZIZ
ADDRESS: 919 206TH PL NE
SAMAMISH,WA 98074
I.CALCULATIONS
NUMBER OF BEDROOMS= 2
RESIDENTIAL GPD FLOW= 240
IF NON-RESIDENTIAL-GPD FLOW
WILL BE AS FOLLOWS:
GPD=
APPLICATION RATE= 0.6 GPDIFT2
REDUCTION=LEAVE BLANK IF NO REDUCTION TAKEN
DRAINFIELD SIZING
ABSORPTION AREA 405 FT2
TRENCH LENGTH OR BED CONFIG.= 3-45FT TRENCHES
II.WATERPROOF SEPTIC TANK
COMPOSITION AND SIZE= 1200 GAL.
NEW OR EXISTING= NEW
III.DRAINFIELD CROSS SECTION
DEPTH TO DRAINROCK BOTTOM= 1'-2"
ROCK DEPTH BELOW PIPE= 0'-6"
SEPARATION FROM TRENCH BOTTOM TO IMPERMEABL
MATERIAUSEASONAL SATURATION= >3'-0"
FILL DEPTH= 1'-0'
TRENCH WIDTH= 3 -0'
9/15/26
APPROVED
gi p'=? SEP 2 2 2026
MASON COUNTY ENVIRONMENTAL HEALTH
RET
• PM8 1
THURSTON COUNTY HEALTH DEPARTMENT
ON-SITE SEWAGE DISPOSAL SYSTEM DESIGN
SITE#: PARCEL#: 32021-59-02009
DATE SUBMITTED: 9/15/2026 LEGAL/LOT#:s ows.rJ•�..
#2,BLK 2,LOT 9
SUBMITTED BY: ADAM HUNTER
APPLICANT: ENAVAT AZIZ
ADDRESS: 919 206TH PL NE
SAMAMISH,WA 98074
I.CALCULATIONS
NUMBER OF BEDROOMS 2
RESIDENTIAL GPD FLOW= 240
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 405 FT2
TRENCH LENGTH OR BED CONFIG.= 3-45FT TRENCHES
II.WATERPROOF SEPTIC TANK
COMPOSITION AND SIZE= 1200 GAL.
NEW OR EXISTING= NEW
III.DRAINFIELD CROSS SECTION
DEPTH TO DRAINROCK BOTTOM= 1'-Y
ROCK DEPTH BELOW PIPE= 0'-6"
SEPARATION FROM TRENCH BOTTOM TO IMPERMEABL
MATERIAL/SEASONAL SATURATION= >3'-0"
FILL DEPTH= 1'-0"
TRENCH WIDTH
APPROVED
SEP 222026
MASON COUNTY ENVIRONMENTAL HEALTH
RET
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