HomeMy WebLinkAboutSWG2023-00155 - SWG Application / Design - 4/28/2023 • MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584
SHELTON:360-427-9670,EXT 400
.).
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: SWG2023-00155
APPLICANT Jason Link Phone: 555-555-5555
Address: 7932 Swiftwater Ct Eastvale, CA 92880
OWNER Jason Link Phone: 555-555-5555
Address: 7932 Swiftwater Ct Eastvale, CA 92880
SEPTIC DESIGNER Bob Paysse -Pioneer Digging Inc Phone: 360-426-1803
Address: 3083 E Mason Benson Road GRAPEVIEW, WA 98546
Site Address: E Sunset Rd
Primary Parcel Number: 320154200010
Permit Description: New SFR -2BR Nuwater w/Subsurface drip
Permit Submitted Date: 04/28/2023
Permit Issued Date: 06/09/2023
Issued By: Jeff Wilmoth
Current Permit Fees Paid: $525.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 04/28/2029 (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 CC�
MASON COUNTY DATE RECEIVED: f , I �(1 ' 2,,
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ON-SITE SEWAGE SYSTEM APPLICATION Dxi
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JASON LINK z
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MAILING ADDRESS-STREET,CITY.STATE,ZIP CODE g
7932 SWIFTWATER CT _ EASTVALE CA 92880 co
SITE ADDRESS-STREET.CITY,ZIP CODE LXXX E SUNSET ROAD 1 M U VI . i HELTON WA 98584 I w
NAME OF DESIGNER 1 APR 2 8 2023 L PHONE I N
ROBERT H. PAYSSE - 360-426-1803
NAME OF INSTALLER By
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PERMIT{ TYPE(select one) DRINKINGIN WATER SOURCE O
11� RESIDENTIAL OSS COMMUNITY OSS COMMERCIAL OSS l f PRIVATE INDIVIDUAL WELL L PRIVATE TWO-PARTY WELL Z I
TYPE OF WORK(select one) 111 PUBLIC WATER SYSTEM 1
ff NEW CONSTRUCTION/UPGRADES REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) 0 TABLE IX REPAIR I
SUBMITTALS�MI 0 SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE co
In N.)DESIGN FORM(REQUIRED) SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE
6WAIVER(S)(IF APPLICABLE) 2 10.41 0 I I
DIRECTIONS TO SITE AND SITE CONDITIONS.(ex.locked gate)
NORTH HWY 3 TO RIGHT ON AGATE ROAD. RIGHT ON AGATE LOOP RD. RIGHT ON I o
SUNSET ROAD. FOLLOW TO SITE ADDRESS 561 ON LEFT (PDI SIGN POSTED ON o I o
GATE). -I
**CONTACT DESIGNER PRIOR TO SITE VISIT FOR ACCESS/ MEETING.
(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)
0 VOLUNTARY 0 MAINTENANCE/PUMPING 0 BUILDING PERMIT 0 HOME SALE ['COMPLAINT ❑OTHER'
INSPECTOR SOIL LOGS COMMENTS/CONDITIONS
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.
IN TOR SIGNATURE DATE APPLICATION EXPIRATION DATE ATION APPROVED!ISSUED BY DATE
AU kt,S- Li- C-.2,.3
T S MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 1217/2015
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DESIGN FORM—PAGE ONE Assessor's Parcel Number: 3 2 0 1 5 — 4 2 — 0 0 0 1 0
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"
n PARCEL IDENTIFICATION
Permit Number: SWG ? - t 0\5 5 Designer's Name: ROBERT H.PAYSSE
JASON LINK 360-426-1803
Applicant's Name: Designer's Phone Number:
Mailing Address: 7932 SWIFTWATER CT Designer's Address: 3083 E MASON BENSON RD
EASTVALE CA 92880 GRAPEVIEW WA 98546
City State Zip City State Zip
DESIGN PARAMETERS
RS
Treatment Device 1
❑Glendon Biofilter 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter,Type:
l 'Aerobic Unit Make/Model NUWTER BNR500 0 Disinfection Unit Make/Model Other:
Drainfield Type - .
CI Gravity 0 Pressure 0 Trench 0 Bed 11 Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 2 Sc.-4 NETAFIM
Daily Flow:Operating Capacity 180 gpd LeLeiRIMIOWlii160 ft
Daily Flow: Design Flow 240 gpd Di ;ter 0.5 in
'1 APR 2 8 20231111
3
Septic Tank Capacity(working) BNR500 gal Nt pr
Receiving Soil Type(1-6)
5 Se'.aration 2 ft
Receiving Soil Appl. Rate 0.4 gpd/ft2 By : • fices
Required Primary Area 720 ft2 Total Number of Orifices 480 EMITTERS
Designed Primary Area 960 ft2 Diameter .42 GPH in
Designed Reserve Area 960 ft2 Spacing 12 in
Trench/Bed Width 40 ft Manifold
Trench/Bed Length 24 ft Schedule/Class SCH.40
Elevation Measurements Length 24 ft
Original Drainfield Area Slope 12 % Diameter 1 in
New Slope,If Altered 12 % Preferred manifold configuration used? l 'Yes 0 No
Depth of Excavation Up-slope 6-8 in Transport Pipe
from Original Grade Down-slope 6-8 in Schedule/Class SCH.40
Designed Vertical Separation 12+ in Length 350 ft
Gravelless Chambers Required? 0 Yes El No 0 Optional Diameter 1 in
Pump Required? le Yes 0 No Dosing and Pump Chamber
Pump/Siphon Specifications 17 Number of doses/day 24
Diff.in Elevation Between Pump&Uppermost Orifice ' ft Dose quantity 10 gal
Drainfield Squirt Height/Selected Residual(head) - ft Chamber Capacity(flood) 1200 gal
Uppermost Orifice f Higher 0 Lower than Pump Shutoff Pump controls:Please check those required.
Capacity @ Total Pressure Head 8.2 gpm lifTimer I 'Elapse Meter GiEvent Counter
Calculated Total Pressure Head 111.2 ft If Timer: Pump on M ,
Comments
INSTALL SYSTEM IN DRY WEATHER CONDITIONS. JUN 0 9 2023
MASON COUNTY ENVIRONMENTAL HEALTH
JBW
DESIGN FORM—PAGE TWO Assessor's Parcel Number: 3 2 0 1 5 — 4 2 -- 0 0 0 1 0
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
O Test hole locations 2i Drainfield orientation and layout Reference depth from original grade:
g Soil logs iii Trench/bed dimensions and &1 Septic tank
g Property lines critical distances within layout g Drainfield cover
i Existing and proposed wells g D-Box/Valve box locations Reference depth from original grade
within 100 ft of property g Septic tank/pump chamber and restrictive strata:
g Measurements to cuts,banks, and locations g Laterals,trench/bed,top and
surface water and critical areas lirObservation port location bottom
WI Location and orientation of Gd Clean-out location 0 Curtain drain collector
curtain drain and all absorption g Manifold placement 0 Sand augmentation
components g Orifice placement Other cross-section detail:
EZI Location and dimension of g Lateral placement with distance g Observation ports/clean-outs
primary system and reserve area to edge of bed
g Other Information
O Buildings g Au ' le/visual alarm referenced Yes No
• Direction of slope indicator g Sc ofP y V s l= CA 0 Design staked out
g Waterlines b [�Recorded Notices attached
gRoads,easements,driveways, 1.I i Waiver(s)attached
parking JUN 0 9 2023 :n', 0 Pump curve attached
0North arrow and scale drawing MASON COUNTY ENVIRONMENTAL HEAT il Evaluation of failure
shown on scale bar JBw on-residential justification
❑ el Waste strength
❑ g Flow
DESIGN APPROVAL
The undersigned designer must be notified by installer at time of installation lit Yes 0 No
ignature o esner ig4104-i 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 t to regulations:
1
z3
E iro ntal./ Health Specialist Date
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
✓ The design is stamped"Approved"by Mason County Public Health.
✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: Y-2g--2�
✓ 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
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I 32015-42-00010
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DRAINFIELD CLEARING AND /� PROPOSED I
INSTALLATION NEEDS TO OCCUR IN 2-PARTY WELL
I DRY WEATHER CONDITIONS DUE TO /�
I SOIL TYPE AND SMEARING CONCERNS. / RJOO \
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LOCATE WELL(S) 50'+ I I
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AN ASBUILT/INSTALL SIGNOFF FEE WILL
BE CHARGED AT TIME OF INSTALLATION
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SEPTIC DESIGNS ADDRFSS: XXX E SUNSET ROAD ROOTS @ 20 ROOTS @ 20 ROOTS @ 20
DESIGNER: ROBERT H.PAYSSE DISCLAIMER THIS THIS IS NOT A SURVEY.REFERENCES INCLUDE APPLICANTICOUNTY PROVIDED
3083EMAtiONBENSONRD. GRAPEVIEW,WA98546 PUTS OR SURVEYS.FIELD MEASURE MENTSNC COUNTY GIS DESIGN INTENCED FOR SEPTIC
OFFICE 360 42618U3 FAX 360 427 2353 SHEET: SITE PLAN SCALE 1°=100' PURPOSES DEPARTMEMMOLENCY REVIEWY. DESIGNER NOT RESPONSIBLE FOR SETBACKS UNRELATED MENT MAY BE SUBJECT TO OTHER
SEPTIC COMPONENTS.
AN ASBUILT/INSTALL SIGNOFF FEE WILL
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PARCEL# 32015 42-00010 20+MOH 20+MOTI 20+MOTT
SEPTIC DESIGNS ADDRESS: XXX E SUNSET ROAD R00TS @ 20 ROOTS @ 20 ROOTS @ 20
3083 E MASON BENSON RD. GRAPEVIEW,WA 98546 DESIGNER: ROBERT H.PAYSSE PLATS OR
THIS NOT A SURVEY.REFERENCES INCLUDE AE INTENDED
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Quality Performance, Long-Life and
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CUSTOMER: JASON LINK HJLEI: TEST HOLE 2: TES' HOLE 3:
PARCEL;« 32015 42-00010 0-20 TEST EST H LOAM 0-20 SI LOAM 0-20 SI LOAM
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SEPTIC DESIGNS ADDRESS: XXX E SUNSET ROAD ROOTS @ 20 ROOTS @ 20 ROOTS @ 20
3083 L NUUON BENSON RD. GRAPEVIEW,WA 98546 DESIGNER: ROBERT H.PAYSSE PLATS
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OFFICE-360 426-1803 FAX 360 427 2353 puRPOSES ONLY PROPOSED DEPARTMENT AGENCY REVIEW OESIGNER NOOT RESPONSIBLE FOR SETRAOMS UNRELATED TO
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111. :a Flow in gallons per minute(gpm)
System Data Input Calculation Outputs
Dollars Per Day Total System Information
- - Appicotion Area Roqured(square leep SO
Soil Loading Rate(Galore/Sq.Ft./Per Day IGPDD Total Amount of Biolnea Regisred(leer. 4$0
Total Number ofEm0ersm the Dept ekl 460
Select Emitter Flaw Rate(GPI
•
Zone Information
Selact Emitter Spacing Oodles) R Number of Zone. 1
- • - r Amoral of Brolne Per Zone(feet) 4410
Nunber of Emitters Per Zone 480
Miramar Number o1 Laterals Per Zone 2
Madmien Number of Laterals Per Zone 6
Estimated Pump Flow Rs6 Number of Laterals That eel be Used
Maximum Length of Biofne Laterals Based on Wet Pressure 221
Inlet Pressure(psi) Flow Rate Per Zone(GPM) 34
- .. . Holding Capaaty of Ddpperine Per Zone(Galbrsj BA
Inlet Pressure(Feet of Head 67A Additonal Flow Requirement to Accommodate Flushing Velocity 4.8
Row Spacing Between[Meknes 0.4111111.mt Holding Capacity of Piping
Holding Capacity(Galons)of Supply Line&Supply&Flush Manifolds 15.7
Number of Zones11.1111111111111W Holding Capacity(Galleys per Zone)of Bioinre 6A
u�� Folding Capacity(Gallons)of Supply Line.Manifolds and Dnpperine 22.1
Hours Per Day to Use for Dosinge ,
Head Loss Data-Dosing&Flushing Cycle
Elevation Change from Pump to Dose Tardy Outlet(feeblallinfallair Fncton Loss per 100'(palm Supply Une&Maratolds 1.6
Velocity lips 3.0 ,-;;§:
Elevation Change from Dose Tank to Drip Field(1ee0 Faction Loss in Stipp)."Una a Supply Maniblos(pen) 5.8 a<i,
Friction Loss in Supply Line&Supply Mani folds(Feet of Headj 13.3 Sti
Length of Supply Line&Supply&Flush Manifolds(1es011.11.11111111.1111111 Additional Pressure Requ red for Return Marrbkl and Piping to Tarok(psi)
Additional Pressure Requred for Return Manifold and Piping to Tank(Feel of Head) 23.1
TDH(Total Dynamic Head)in Feet of Hear) 1112
Type of Pipe-Supply Una 6 Mali batallilla Control Settings Information
Total System Rrrerne Per Day(Minutes) 71
Size of Supply&Mamafoki Pipe Onches) Total Rutpm a Per Zone Per Day(Minutes) 71
Total System Dosing Events Per Day, 24
Pipe Roughness Constar? 150 Ruin For Each Dose(Minutes) 1
Off Time Between Doses in the Same Zone(Hones to nearest 0.1) 1.0
pride Diameter of Pipe Oracles) 1.049
�.a�aaa�y�y Miscellaneous Information
Number of Daily Dosing Events Per Zone`IIi Dosing Volume PerEminer Per Dose(galore) 0.02
riches Per Week of Down% 2.81
' Volume of a Single Dose(galbrs) 10.1
Pump Selection
ppRovE
Pump Flow Raring(GPM) 12
Save to File pTDH Sele tiDyromcHeadinFeetotHead 1112
Pump Manufacturer
Pump
JUN 0 9 2023 - ' ,
MASON COUNTY ENVIRONMENTAL HEALTH
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CUSTOMER JSON LINKfrtr.. 'a •
PIONEER DIGGING, INC PARCEL#:32015 42-00010 �' SS100317
tt,4• RCBEQT H manse r...
SEPTIC DESIGNS ADDRFSS: XXX E SUNSET ROAD ,I ........ ..1 t'
3083 E MASON BENSON RD. GRAPEVIEW,WA 98546 DESIGNER: ROBERT H.PAYSSE EXPIRES
OFFICE-360 426-1803 FAX•360-427-2353 SHEET: CALLS SCALE NA
Installation & System Notes
1. Installer must contact designer for final inspection of the installation prior to cover. All components, including tanks, lids,
transport line, drainfield, and water lines must be open for inspection. A$350.00 fee will be charged for time involved with the
inspection of the installation and creation of the record drawing. The designer reserves the right to charge additional fees if
multiple visits are needed due to installation errors or inaccessible components.
2.This septic design must be installed by a certified installer with the local health department. All components shall be installed
according to state, county, and manufacturer requirements. For Homeowner Installs,the owner must get approval from the
designer and local health department prior to attempting installation.
3. Designer is not a surveyor. Installer must familiarize themselves with property line locations prior to installation. Any
confusion or conflicts with line locations should be reported to the property owner. A licensed surveyor may be necessary prior
to installation to confirm all line locations. Any discrepancies found must be reported to the designer immediately.
4. Drainfield area may only be cleared by a licensed installer familiar with sensitive drainfield area preservation. The builder, lot
developer, or property owner shall not clear the drainfield area. Any clearing required for drainfield installation shall not
remove or disturb any top soil in Primary and Reserve areas. Removal or disturbance to drainfield soils could render design
void.
5. The property owner and installer are responsible for locating all underground utilities (ex. water,gas, electric) prior to
installation. Any utility locations shown within design drawings are likely approximate and may not be exact.
6. All proposed tanks must be installed on original soils or compacted gravels. Extend all tank connection lines out onto original
soil to avoid settling issues. Risers and lids must be brought to finished grade and left accessible for future operations and
maintenance. Component manufacturers (ex. ATU, Glendons,) may have other requirements not listed within this design.
7. Ali electrical wiring shall be done by a licensed electrician or homeowner(if allowed)and must be permitted through Labor
and Industries.
8.The proposed septic system should be installed in dry weather conditions. Any failed attempts at installation during wet
weather conditions may render this design void.
9. Maintain loft to waterlines with all septic components. If less than 10ft is required, sleeving in sch.40 pvc is required. If
sewage transport lines and waterlines must cross,waterline must be 18" above sewage line with one of the lines sleeved in sch.
40 pvc loft in each direction of crossing.
10.This design may include waiver applications with specific mitigation measures pertaining to installation,operation and
maintenance of the proposed components.
11. Stormwater runoff,footing drains, roof drains must be diverted away from any septic system components. No curtain,
foundation, perimeter drains shall be installed 30ft downslope and 10ft upslope of drainfield areas.
12.This design is site specific and intended to meet state and county requirements that are related to the system components
being proposed. Any placement of proposed buildings, proposed wells or other non-related items on these drawings may or
may not meet other requirements.
13. All onsite septic systems require regular maintenance to verify satisfactory operation. The system owner/operator is
responsible for the continuous operation and maintenance of the system per WAC 246-272A. For operation and maintenance
information, refer to Mason County Public Health Homeowner's Manual,whic •ould be received after installation approval.
14. System owner should be cautious of landscaping ar n �is r> �N ' '.t intrusion
can cause premature failure of the drainfield area a itn,bl�sR�s and tre= ° Id be kept
away from lids and other septic maintenance poi N 0 9 2023
,U �ALFiEAl1H
\11RONMEN i .
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PIONEER DIGGING INC. CUSTOMER: JASON LINK
PARCEL#:32015-42-00010 mow•
RCBERr N WIYSSE
SEPTIC DESIGNS ADDRESS: XXX E SUNSET ROAD '' ..it-
3083 E.MASON BENSON RD. GRAPEVIEW,WA 98546 DESIGNER: ROBERT H.PAYSSE EXPIRES
OFFICE-360-426-1803 FAX-360-427-2353 SHEET: NOTES SCALE NA