HomeMy WebLinkAboutSWG2023-00073 - SWG Application / Design - 3/7/2023 MASON COUNTY 415 N 6TH STREET,SHELTON, ,E 98584
• SHELTON: ,S 42 TON, ,EXT 400
584
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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: SWG2023-00073
APPLICANT GONZALEZ ERNESTO Phone: 253-327-0367
Address: 291 SE ARCADIA RD SHELTON, WA 98584
OWNER GONZALEZ ERNESTO Phone: 253-327-0367
Address: 291 SE ARCADIA RD SHELTON, WA 98584
SEPTIC DESIGNER Jim Hunter and Associates Phone: 360-753-1226
Address: PO Box 162 OLYMPIA, WA 98507
Site Address: 291 SE Arcadia Rd
Primary Parcel Number: 320291200300
Permit Description: 3-bedroom pressure system
Permit Submitted Date: 03/07/2023
Permit Issued Date: 05/26/2023
Issued By: David Anderson
Current Permit Fees Paid: $525.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 03/14/2026 (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.govlhealth/environmental/onsiteloss-inspection-request.php or call:
360-427-9670, extension 400.
• OFFICIAL USE ONLY �
MASON COUNTY PUBLIC HEALTH DATE RECEIVED:
ONSITE SEWAGE SYSTEM APPLICATION AMOUNT RECEIVED: RECENE00 CA
415 N 6th Street,(Bldg 8) Shelton WA,98584 5yi • < U)
Shelton:360-427-9670 ext 400 Belfair:360-275-4467 ext 400 S`A'G O �� — ' j L S cn O
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APPLICANT PHONE > D
ERNESTO GONZALEZ 253-327-0367 m m
MAILING ADDRESS-STREET.CITY.STATE.ZIP CODE 1-
291 SE ARCADIA RD SHELTON WA 98584 z
SITE ADDRESS-STREET,CITY.ZIP CODE co
291 SE ARCADIA RD SHELTON WA 98584 m
NAME OF DESIGNER PHONE 13
JIM HUNTER 360-753-1226
NAME OF INSTALLER PHONE I
CHECK ALL APPLICABLE ITEMS DRINKING WATER SOURCE W I O
C
le NEW CONSTRUCTION 0 RV HOLDING TANK ONLY ❑ PRIVATE INDIVIDUAL WELL f 5 ri)
❑ REPLACEMENT SYSTEM ❑ INSTALLATION PERMIT ONLY ❑ PRIVATE TWO-PARTY WELL Z
❑ TABLE 9 REPAIR it SINGLE FAMILY COMMUNITY/PUBLIC WATER SYSTEM
❑ TANK(S)ONLY ❑ COMMERCIAL SYSTEM NAME: 1
❑ UPGRADE TO EXISTING ❑ OTHER: BEDROOMS LOT SIZE I —
❑ EXISTING FAILURE "Record Drawing required 3 IQ)-)all Installations" r W
DIRECTIONS TO SITE-BE SPECIFIC AND ADVISE OF ANY NEEDED INFORMATION FOR ACCESS(ex.locked gate)
WEST ON ARCADIA TO 291 SE ARCADIA RD 0
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CM L 6 K�
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SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS I V
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE/FAILURE SOURCE(for reporting purposes)
❑VOLUNTARY ❑MAINTENANCE/PUMPING ❑BUILDING PERMIT ❑HOME SALE ❑COMPLAINT ❑OTHER:
INSPECTOR SOIL LOGS 000MMENTS I CONDITIONS
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SOIL CODES:
V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS
INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED BY DATE
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THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12/7/2015
AIIIMEMill
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DESIGN FORM-PAGE ONE Assessor's Parcel Number: 3 a 0 p q -- A_ -- 00100
•A design will be reviewed when 3 copies of each of the following are submitted:
"Completed design form that has been signed and dated. v 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.Maximiun paper size: 11"X 17"
PARCEL IDENTIFICATION
Permit Number: SWG(9(; -OOP"?) Designer's Name: JIM HUNTER
ERNESTO GONZALEZ 360-753-1226
Applicant's Name: Desi,f• a s
291 SE ARCADIA RD Fie
v`_'. JPO BOX 162
Mailing Address: Desi.PO-r's Address:
SHELTON WA 98584 l MAY 2 4 2023 L,3LYMPIA WA 98507
City State Zip City State 2 p
- DESIGN PABWETERS'.i5= ,:-1 ./ x : A:MSS i. ai
Treatment Device
❑Glendon Biofilter 0 Sand Filter 0 Mound ❑Sand Lined Drainfield 0 Recirculating Filter,Type:
❑Aerobic Unit Make/Model 0 Disinfection Unit Make/Model Other:
Drainfield Type
❑Gravity 154?ressure L9'Trench 0 Bed 0 Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 3 Schedule/Class 40
Daily Flow:Operating Capacity 9' 't gpd Length 20 ft
Daily Flow:Design Flow 3OO gpd Diar r 7 11 I ''' I 1.0 in
Septic Tank Capacity 1250 gal Nu 1'��f 4. 8
Receiving Soil Type(1-6) -3 Sep ' n MAR 2 (o ft
Receiving Soil Appl.Rate 0.8 gpd/ft2 Orifices
Required Primary Area 4S o ft2 Total
ubrruE-.tmfices..— ---_...1 96
Designed Primary Area 4SO ft2 Diameter 3/16 in
Designed Reserve Area '20 ft2 Spacing .P.T in
Trench/Bed Width 3 ft Manifold
Trench/Bed Length t SO ft Schedule/Class 40
Elevation Measurements Length )5 ft
Original Drainfield Area Slope •6,u7.) % Diameter 2 in
New Slope,If Altered .-- % Preferred manifold configuration used? 0 Yes 0 No
Depth of Excavation Up-slope 1 4- in Transport Pipe
from Original Grade Down-slope (P`s in Schedule/Class 40
Designed Vertical Separation 24 in Length 109.0 ft
Gravelless Chambers Required? It Yes 0 No ❑Optional Diameter 2 in
Pump Required? ',Yes 0 No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 6
Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity 60 gal
Orifice 18 ft Chamber Capacity 1250 gal
Uppermost Orifice leHigher 0 Lower than Pump Shutoff Pump controls:Please check those required. ��
Capacity @ Total Pressure Head 86.068 gpm [� ^ 1 advent Counter
. p n Calculated Total Pressure Head 3. .2366 ft If Time now off t 0 f3
Comments
-o �_,� MAY 2 F 2023
MASON COUNTY ENV'RONMENTAL HEALTl!
v UJA
DESIGN FORM-PAGE TWO Assessor's Parcel Number: 3 a O l -- I d -- D 0 3 O D
Permit Number: SWG
DESIGN CHECKLISTS
Spied Plot Plan Scaled Layout Sketch Cross-Section Sketch
gi Test hole locations Drainfield orientation and layout Reference depth from original grade:
l2( Soil logs IY Trench/bed dimensions and ,r Septic tank
`P Property lines critical distances within layout .211 Drainfield cover
91/ Existing and proposed wells L71. D-Box/Valve box locations Reference depth from original grade
within 100 ft of property IY Septic tank/pump chamber and restrictive strata:
Er-Measurements to cuts,banks,and locations of Laterals,trench/bed,top and
surface water and critical areas izr Observation port location bottom
Il Location and orientation of I' Clean-out location 0 Curtain drain collector
curtain drain and all absorption i Manifold placement 0 Sand augmentation
components Q( Orifice placement Other cross-section detail:
Cif Location and dimension of El Lateral placement with distance 0 Observation ports/clean-outs
primary system and reserve area to edge of bed
GrBuildings Other Information
Er Audible/visual alarm referenced Yes No
Er Direction of slope indicator El Scale of drawing shown on scale 0 0 Design staked out
Waterlines bar 0 0 Recorded Notices attached
C3' Roads,easements,driveways, 0 0 Waiver(s)attached
parking 0 0 Pump curve attached
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 not' b • le at time of installation 0 Yes lickNo
- I -.A3
Si re of Designer Date
The undersigned has reviewed this design on behalf of Mason County Public Health and dete ed it to be in
compliance with state and local on-si gulations: PPROVED
)(2 /z0Z) MAY �n
Environmental Health Specialist Date F 73
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWINe& NDITION: .LYr.;
✓ The design is stamped"Approved"by Mason County Public Health.
✓ 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.
Updated Date: 12/7/2015
PAGE 1
THURSTON COUNTY HEALTH DEPARTMENT
ON-SITE SEWAGE DISPOSAL SYSTEM DESIGN
SITE#: PARCEL#: 32029-12-00300
DATE SUBMITTEC 9/14/2010 LEGAL/LOT#:
SUBMITTED BY: JIM HUNTER
APPLICANT: ERNESTO GONZALEZ
ADDRESS: 291 SE ARCADIA RD
I SHELTON,WA 98584
I.CALCULATIONS
NUMBER OF BEDROOMS= 3 BEDROOM A.D.U.
RESIDENTIAL GPD FLOW= 360
IF NON-RESIDENTIAL GPD FLOW
WILL BE AS FOLLOWS=
APPLICATION RATE= 0.8 GPD/FT2
DRAINFIELD SIZING
ABSORPTION AREA= 450 FT2
TRENCH LENGTH OR BED CONFIG.= 150'-0"
II.WATERPROOF SEPTIC TANKS
COMPOSITION AND SIZE= 1250 GAL-CONCRETE
III. DRAINFIELD CROSS SECTION
DEPTH TO DRAINROCK BOTTOM= GRAVELLESS CHAMBERS
ROCK DEPTH BELOW PIPE= GRAVELLESS CHAMBERSA P (�
SEPARATION FROM TRENCH BOTTOM TO IMPERMEABLE L`'
MATERIAL/SEASONAL SATURATION >2'-0"
FILL DEPTH= 1'-0" MAY 2 6 2023
TRENCH WIDTH = 3'-0"
MASON COUNTY ENVIRONMENTAL HEALTH
IV. PUMP REQUIREMENT DJA
DOSING VOLUME IN GALLONS= 60
NUMBER OF DOSES PER DAY= 6
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PAGE 2
V. PRESSURE CALCULATI( USING PIPE CLASS 40
ORIFICE 3/16"
LATERAL#1 =
(NOTE(1):TOTAL PRESSURE HEAD=(MANIFOLD FRICTION LOSS)+
(RESIDUAL PRESSURE HEAD)+(ELEVATION DIFFERENCE)
TOTAL PRESSU RE HEAD =2 + .2+ 0.00 = 2.00
(NOTE(2): ORIFICE DISCHARGE RATE=(11.79)X(ORIFICE DIAMETER)SQ2 X
SQ ROOT OF(TOTAL PRESSURE HEAD)
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 20.00
ORIFICE SPACING= 2'-0"
DISTANCE FROM END CAP= 0'6"
NUMBER OF HOLES= 10
LATERAL DISCHARGE RATE= 5.862
LATERAL#2=
TOTAL PRESSU RE HEAD=2 + .2+ 0.00 = 2.00
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 20.00
ORIFICE SPACING= 2'-0"
DISTANCE FROM END CAP= 0'6"
NUMBER OF HOLES= 10
LATERAL DISCHARGE RATE= 5.862
LATERAL#3=
TOTAL PRESSU RE HEAD=2 + .2 + 0.00 = 2.00
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 20.00
ORIFICE SPACING= 2'-0"
DISTANCE FROM END CAP= 0'6"
NUMBER OF HOLES= 10
LATERAL DISCHARGE RATE = 5.862 APPROVE P?
LATERAL#4=
TOTAL PRESSU RE HEAD=2+ .2+ 0.00 = 2.00 MAY 2 6 2023
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 20.00 MASON COUNTY ENVIRONMENTAL HEALTI-
ORIFICE SPACING = 2'-0" DJA
DISTANCE FROM END CAP= 0'6"
NUMBER OF HOLES= 10
LATERAL DISCHARGE RATE= 5.862
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EXP}RES: 03(22/2.
PAGE 3
LATERAL#5=
TOTAL PRESSU RE HEAD =2 + .2+ 0.00 = 2.00
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 20.00
ORIFICE SPACING = 2'-0"
DISTANCE FROM END CAP= 0'6"
NUMBER OF HOLES = 10
LATERAL DISCHARGE RATE= 5.862
LATERAL#6=
TOTAL PRESSU RE HEAD =2 + .2 + 0.00 = 2.00
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 20.00
ORIFICE SPACING= 2'-0"
DISTANCE FROM END CAP= 0'6"
NUMBER OF HOLES = 10
LATERAL DISCHARGE RATE = 5.862
LATERAL#7=
TOTAL PRESSU RE HEAD=2+ .2 + 0.00 = 2.00
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 20.00
ORIFICE SPACING= 2'-0"
DISTANCE FROM END CAP= 0'-6"
NUMBER OF HOLES= 10
LATERAL DISCHARGE RATE= 5.862
LATERAL#8=
TOTAL PRESSU RE HEAD=2 + .2+ 0.00 = 2.00
ORIFICE DISCHARGE RATE = 0.58618 A P P R®\E!P
LATERAL LENGTH IN FEET= 10.00
ORIFICE SPACING= 2'-0"
DISTANCE FROM END CAP= 0'6" MAY 2 F 2023
NUMBER OF HOLES= 5
LATERAL DISCHARGE RATE= 2.931 MASON COUNTY ENVIRONMENTAL HEALTH
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EXPIRES: 03/22/2
•
PAGE 4
LENGTH DIAMETER FLOW FRICTION LOSS
SECTION (FT) (IN) (GPM) (FT)
AB 109.00 2.00 86.068 29.1723
BC 1.00 2.00 29.508 0.0369
CD 1.00 2.00 14.754 0.0102
DE 1.00 2.00 7.377 0.0028
EF 10.00 1.00 7.377 0.0284
TOTAL= 29.2508
**TOTAL HEAD LOSS **
1)FRICTION LOSS THROUGH SYSTE 29.251
2)ELEVATION DIFFERENCE = 0,000
3)RESIDUAL = 2.000
TOTAL= 'a.251
APPROV r:
MAY 2 fi 2023
MASON COUNTY ENVIRONMENTAL
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