HomeMy WebLinkAboutSWG2025-00282 - SWG Application / Design - 8/5/2025 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:360-482-5269,EXT 400
FAX:360-427-7787
On-Site Sewage System Permit: SWG2025-00282
APPLICANT PUEBLA ET UX ERNESTO G Phone: 1.253.327.0367
Address: BEATRIZ ESPINOZA ROJO SHELTON, WA 98584
OWNER PUEBLA ET UX ERNESTO G Phone: 1.253.327.0367
Address: BEATRIZ ESPINOZA ROJO SHELTON, WA 98584
SEPTIC DESIGNER JIM HUNTER* Phone: 360-753-1226
Address: PO BOX 162 OLYMPIA, WA 98507
Site Address: 1810 SE Mason St
Primary Parcel Number: 320291290480
Permit Description:
Permit Submitted Date: 07/14/2025
Permit Issued Date: 08/05/2025
Issued By: Jeff Wilmoth
Current Permit Fees Paid: $555.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 08/05/2028 (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 Drain field 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.
OFFICIAL USE ONLY
MASON COUNTY DATE RECEIVED �� - �� n�'
(/"��.Jl cn D
a c cn
AMOUNT RECEIVE RECEIVED BY: co Cl)
Public Health & Human Services 5j�5 — cn
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Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 /� �`�/ < 0
415 N.6th Street - Shelton,WA 98584 S W G c 2O z ' — 0�,,4 O 73
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CLEAR FORM ON-SITE SEWAGE SYSTEM APPLICATION n
m n
APPLICANT PHONE m
I—
ERNESTO GONZALEZ 253 327-0367 z
MAILING ADDRESS-STREET,CITY,STATE,ZIP COD 0: 1--"""ill 3
291 SE ARCADIA RD <1 SHELTON WA 98584 m
SITE ADDRESS-STREET CITY ZIP CODE N
1810 MASON ST Ly ' ... SHELTON WA 98584 I N
cp
NAME OF DESIGNER �� PHONE
360 753-1226
JIM HUNTER t
NAME OF INSTALLER PHONE Q I fV
CZzi
PERMIT TYPE(select one) DRINKING WATER SOURCE O I 4"
PRESIDENTIAL OSS FCOMMUNITY OSS ECOMMERCIAL OSS ff PRIVATE INDIVIDUAL WELL PRIVATE TWO-PPA,R,rTY WE)L Z I OD
TYPE OF WORK(select one) L16LIC WATER SYSTEM �L� 1
vid NEW CONSTRUCTION/UPGRADES EREPAIR/REPLACEMENT OTHER DETAILS(select all that apply) 0 TABLE X REPAIR I
SUBMITTALS 0 SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE alc
RN DESIGN FORM(REQUIRED) I l SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFTER 4/112025? 0 I
FWAIVER(S)(IF APPLICABLE) 3 0.29 El YES
YES Er NO X
DIRECTIONS TO SITE AND SITE CONDITIONS.(ex locked gate)
EAST ON ARCADIA, NORTH ON JONES RD, WEST ON DICKINSON, SOUTH ON I
MASON TO LOT ON LEFT AT NEW DRIVEWAY ACROSS STREET FROM "1821". o
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 I FAILURE SOURCE(for reporting purposes)
❑VOLUNTARY 0 MAINTENANCE/PUMPING ❑BUILDING PERMIT ['HOME SALE ['COMPLAINT ❑OTHER:
INSPECTOR SOIL LOGS COMMENTS I CONDITIONS
I '
—: 1 0 Al 44*
(1111 .3
13 *---0 L5
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
7 CTOR SIGNATURE DATE APPLICATION EXPIRATION DATE AP ATION APPROVED/ISSUED BY DATE
(A PA\ 1 -.3 I -,26 -----7..... i [ALA s-zs
TtIIS F aftflAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:4/14/2025
/
t
DESIGN FORM-PAGE ONE Assessor's Parcel Number: 32029-12-90480- --
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 Po l- 00a8a Designer's Name: ADAM HUNTER
Applicant's Name: ERNESTO GONZALEZ Designer's Phone Number: 3607531226
Mailing Address:
291 SE ARCADIA 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 LJ Other
Treatment Level(check all that apply): IA J B J C I BL 1 J BL2 J BL3 J E J N
Drainfield Type
❑Gravity 'Pressure 'Trench ❑Bed 0 Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 3 Schedule/Class SCH40
Daily Flow:Operating Capacity 210 gpd Length 30 ft
Daily Flow:Design Flow .3(Q 0 gpd Diameter 1 in
Septic Tank Capacity(working) l'1r0 0 gal Number 7
Receiving Soil Type(1-6) 4- Separation (o ft
Receiving Soil Appl.Rate 0.6 gpd/ft2 Orifices
Required Primary Area (ROG ft2 Total Number of Orifices 105
Designed Primary Area coo-3 ft2 Diameter 3/16 in
Designed Reserve Area to v 3 ft2 Spacing 24 in
Trench/Bed Width 3 ft Manifold
Trench/Bed Length -L 0 t ft Schedule/Class SCH40
Elevation Measurements Length 310 ft
Original Drainfield Area Slope I Q % Diameter 2 in
New Slope,If Altered 4 I A. % Preferred manifold configuration used? 0 Yes 0 No
Depth of Excavation Up-slope t DO " in Transport Pipe
from Original Grade Down-slope ( "L " in Schedule/Class SCH40
Designed Vertical Separation 24 in Length 165 ft
Gravel-based Drainfield Required? 0 Yes if No Diameter 2 in
Pump Required? 14 Yes 0 No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 6
Diff. in Elevation Between Pump&Uppermost Orifice 20 ft Dose quantity 60 gal
Drainfield Squirt Height/Selected Residual(head) 'L ft Chamber Capacity(flood) 1200 gal
Uppermost Orifice L9(Higher 0 Lower than Pump Shutoff Pump controls:Please check those required.
Capacity @ Total Pressure Head 61.549 gpm . FkElapse Meter Event Counter
Calculated Total Pressure Head 33.144 ft I s?uiYtIS .,E' ';" 4-, -1 ,Pump off 94.5
Comments : t'iling
<u�fj
a ,4UG 0 5
N GOUN1 ENVIRONMENTAL NEATTB
I MASO JgW
Revised:4/14/2025
DESIGN FORM-PAGE TWO Assessor's Parcel Number: 32029-12-90480-- --
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
EZi Test hole locations 0' Drainfield orientation and layout Reference depth from original grade:
g Soil logs E2f Trench/bed dimensions and Eif Septic tank
0' Property lines critical distances within layout la' Drainfield cover
Pr Existing and proposed wells Ei D-Box/Valve box locations Reference depth from original grade
within 100 ft of property l' Septic tank/pump chamber and restrictive strata:
a Measurements to cuts,banks,and locations 0' Laterals,trench/bed,top and
surface water and critical areas 0' Observation port location bottom
0' Location and orientation of 1' Clean-out location l' Curtain drain collector
curtain drain and all absorption Manifold placement 9' Sand augmentation
components 0' Orifice placement Other cross-section detail:
0' Location and dimension of Observation ports/clean-outs
primary system and reserve area
d Lateral placement with distance
to edge of bed Other Information
9' Buildings 0' Audible/visual alarm referenced Yes No
El Direction of slope indicator El Scale of drawing shown on scale l ' 0 Design staked out
0' Waterlines bar 0 0 Recorded Notices attached
g Roads,easements,driveways, Itainefitstain
0 ❑ Waiver(s)attached
parking " g 0 Pump curve attached
0' North arrow and scale drawing
0 0 Evaluation of failure
shown on scale bar AUG 0 5 2025 1` Non-residential justification
MASON COUNTY ENVIRONMENTAL HEALTH 0 0 Waste strength
• <,.,,r*,, 0 0 Flow
DESIGN APPROVAL
The undersigned designer must be not' ed • a er t time of installation 0 Yes isi No
Sign re of Design r 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 o •' e regulations:
„L.,
s_ s_zs.
Env ro 4 al Health Specialist Date
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
✓ The design is stamped"Approved"by Mason County Public Health. �'3`/
V The Onsite Sewage Permit has not expired,the Permit Expiration Date is:
?-6
✓ 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
•
k PAGE 1
MASON COUNTY HEALTH DEPARTMENT
ON-SITE SEWAGE DISPOSAL SYSTEM DESIGN
SITE#: PARCEL#: 32029-12-90480
DATE SUBMITTED: 7/3/2025 LEGAL/LOT#:
SUMMERWOOD
SUBMITTED BY: JIM HUNTER
APPLICANT: ERNESTO GONZALEZ
ADDRESS: 291 SE ARCADIA RD
SHELTON,WA 98584
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= 630 FT2
TRENCH LENGTH OR BED CONFIG.= 210
II.WATERPROOF SEPTIC TANK
COMPOSITION AND SIZE= 1200 GAL.CONCRETE
NEW OR EXISTING= NEW
III.DRAINFIELD CROSS SECTION
DEPTH TO DRAINROCK BOTTOM= GRAVELLESS CHAMBERS
ROCK DEPTH BELOW PIPE= GRAVELLESS CHAMBERS
SEPARATION FROM TRENCH BOTTOM TO IMPERMEABLE
MATERIAL/SEASONAL 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
P P IR NI r.
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EXPF S: 03/22/2-(o
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PAGE 2
V.PRESSURE CALCULATIONS
USING PIPE CLASS= 40
ORIFICE DIAMETER= 3/16
LATERAL#1 =
SQUIRT HEIGHT(FT)= 2.00
(NOTE(2):ORIFICE DISCHARGE RATE=(11.79)X(ORIFICE DIAMETER)SQ2 X
SO ROOT OF(TOTAL PRESSURE HEAD)
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 30.00
ORIFICE SPACING= 2'0"
DISTANCE FROM END CAP= 1'0"
NUMBER OF HOLES= 15
LATERAL DISCHARGE RATE= 8.793
LATERAL#2=
SQUIRT HEIGHT(FT)= 2.00
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 30.00
ORIFICE SPACING= 2'0"
DISTANCE FROM END CAP= 1'0"
NUMBER OF HOLES= 15
LATERAL DISCHARGE RATE= 8.793
LATERAL#3=
SQUIRT HEIGHT(FT)= 2.00
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 30.00
ORIFICE SPACING= 2'0"
DISTANCE FROM END CAP= 1'0"
NUMBER OF HOLES= 15
LATERAL DISCHARGE RATE= 8.793
LATERAL#4=
SQUIRT HEIGHT(FT)= 2.00
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 30.00
ORIFICE SPACING= 2'0"
DISTANCE FROM END CAP= 1'0"
NUMBER OF HOLES= 15
LATERAL DISCHARGE RATE= 8.793
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PAGE 3
LATERAL#5=
SQUIRT HEIGHT(FT)= 2.00 1
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 30.00
ORIFICE SPACING= 2'0"
DISTANCE FROM END CAP= 1'0"
NUMBER OF HOLES= 15
LATERAL DISCHARGE RATE= 8.793
LATERAL#6=
SQUIRT HEIGHT(FT)= 2.00
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 30.00
ORIFICE SPACING= 2'0"
DISTANCE FROM END CAP= 1'0"
NUMBER OF HOLES= 15
LATERAL DISCHARGE RATE= 8.793
LATERAL#7=
SQUIRT HEIGHT(FT)= 2.00
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 30.00
ORIFICE SPACING= 2'0"
DISTANCE FROM END CAP= 1'0"
NUMBER OF HOLES= 15
LATERAL DISCHARGE RATE= 8.793
LENGTH DIAMETER FLOW FRICTION LOSS
SECTION (FT) (IN) (GPM) (FT)
AB 165.00 2.00 61.549 9.7161
BC 1.00 2.00 35.171 0.0209
CD 1.00 2.00 26.378 0.0123
DE 1.00 2.00 17.585 0.0058
EF 50.00 2.00 8.793 0.0805
FG 30.00 1.00 8.793 1.3086
TOTAL= 11.1441
"TOTAL HEAD LOSS "
1)FRICTION LOSS THROUGH SYSTEM= 11.144
2)ELEVATION DIFFERENCE = 20.000
3)RESIDUAL = 2.000
•
TOTAL= 33.144
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