HomeMy WebLinkAboutSWG2023-00156 - 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: SWG2023-00156
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
SEPTIC DESIGNER LOGAN SPEAR-Andrew Spear Phone: 360-427-4440
Construction
Address: 2000 W SHELTON VALLEY RD SHELTON, WA 98584
Site Address: 561 E Sunset Rd
Primary Parcel Number: 320154200020
Permit Description: New SFR-3BR Nuwater w/Subsurface Drip
Permit Submitted Date: 04/28/2023
Permit Issued Date: 06/12/2023
Issued By: Jeff Wilmoth
Current Permit Fees Paid: $525.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 05/12/2026 (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.gov/health/environmental/onsiteloss-inspection-request.php or call:
360-427-9670, extension 400.
OFFICIAL USE ONLY
_ DATE RECEIVED:
MASON COUNTY '� 20 f a.-o 9.3 w x.
- . ` COMMUNITY SERVICES AMOUNT CEIVED:� RECEIVED BY n�_ 03 U)
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Public Health(Community Health/Environmental Health) C (n
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415 N.6M Street Shelton.WA 98584 /',�� -
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ON-SITE SEWAGE SYSTEM APPLICATION n
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m APPLICANT PtiONE m
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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 �E (
1 0 U H , 7)
561 E SUNSET ROAD SHELTON WA 98584 I u'
NAME OF DESIGNER r g an E PHONE I N
ROBERT H. PAYSSE - 360-426-1803
NAME OF INSTALLER By PHONE v
TBD . <_
cn
PERMIT TYPE(select one) DRINKING WATER SOURCE O
II It 'RESIDENTIAL OSS COMMUNITY OSS COMMERCIAL OSS L INp J PRIVATE INDIVIDUAL WELL 6 PRIVATE TWO-PARTY WELL Z Ul
TYPE OF WORK(select one) I�PUBLIC WATER SYSTEM 1
Mr NEW CONSTRUCTION/UPGRADES 5REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) 0 TABLE IX REPAIR -P.
SUBMITTALS
0 SURFACING SEWAGE ❑EXISTING FAILURE 0 SHORELINE
��77 CO N
L1D DESIGN FORM(REQUIRED) SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZEo
5WAIVER(S)(IF APPLICABLE) 2 14 0
Io
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 o
GATE). -I
IN
**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. C)
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE/FAILURE SOURCE(for reporting purposes)
0 VOLUNTARY ❑MAINTENANCE/PUMPING 0 BUILDING PERMIT ['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 AP (CATION APPROVED/SSUED BY DATE
k , c(.-2623 (4-2S 0 A•,A 6y4z;
TH FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12/72015
0- _ t
DESIGN FORM—PAGE ONE Assessor's Parcel Number: 3 2 0 1 5 — 4 2 — 0 0 0 2 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"
,,-,li iDENIVICA t
�<t L. TiON '
Permit Number: SWG .CW..J 00C Designer's Name: ROBERT H.PAYSSE
Applicant's Name: JASON LINK Designer's Phone Number: 360-426-1803
Mailing Address: 7932 SWIFTWATER CT Designer's Address: 3083 E MASON BENSON RD
EASNALE CA 92880 GRAPEVIEW WA 98546
City State Zip City State Zip
Treatment Device
❑Glendon Biofilter 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter,Type:
'Aerobic Unit Make/Model NUWTER BNR500 ❑Disinfection Unit Make/Model Other:
Drainfield Type
❑Gravity 0 Pressure 0 Trench 0 Bed 1 Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 2 Schedule/Class NETAFIM
Daily Flow: Operating Capacity 180 gpd Le f (� f 0 M 160 ft
Daily Flow:Design Flow 240 gpd Di er !fir L� `If 0.5 in
Septic Tank Capacity(working) BNR500 gal N r APR 2 8 2023 3
Receiving Soil Type(1-6) 5 S aration 2 ft
Receiving Soil Appl.Rate 0.4 gpd/ft2 BY O ifices
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? 2 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 1100 ft
Gravelless Chambers Required? 0 Yes id No 0 Optional Diameter 1 in
Pump Required? li6 Yes 0 No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 24
Diff.in Elevation Between Pump&Uppermost Orifice 50 ft Dose quantity 10 gal
Drainfield Squirt Height/Selected Residual(head) - ft Chamber Capacity(flood) 1200 gal
Uppermost Orifice Higher 0 Lower than Pump Shutoff Pump controls:Please check those required.
Capacity @ Total Pressure Head 8.2 gpm fil''Timer 'Elapse Meter 'Event Counter
Calculated Total Pressure Head 172.7 ft If Timer: p� 3 MIN ,Pump off 1 HRS
Comments Y lrinji
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' .,�
INSTALL SYSTEM IN DRY WEATHER CONDITIONS. '� JUN• 0 g
2023 '
nAQe0NCOUNTr tNVIRONMENTAL HEALTH
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DESIGN FORM—PAGE TWO Assessor's Parcel Number: 3 2 0 1 5 -- 4 2 -- 0 0 0 2 0
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
lil Test hole locations g Drainfield orientation and layout Reference depth from original grade:
g Soil logs g Trench/bed dimensions and g Septic tank
g Property lines critical distances within layout g Drainfield cover
g Existing and proposed wells g D-Box/Valve box locations Reference depth from original grade
within 100 ft of property lif Septic tank/pump chamber and restrictive strata:
Measurements to cuts,banks,and locations l ' Laterals,trench/bed,top and
surface water and critical areas g Observation port location bottom
0 Location and orientation of g Clean-out location 0 Curtain drain collector
curtain drain and all absorption g Manifold placement 0 Sand augmentation
components 6d Orifice placement Other cross-section detail:
Pi Location and dimension of g Lateral placement with distance g Observation ports/clean-outs
primary system and reserve area to edge of bed Other Information
iZi Buildings g Audible/visual alarm referenced Yes No
Direction of slope indicator Scale of drawing shown on scale El 0 Design staked out
g Waterlines bar 0 g Recorded Notices attached
• Roads,easements,driveways, P P R 0 V E • Waiver(s)attached
parking i 0 Pump curve attached
id North arrow and scale drawing Y'. JUN 9 2023 I 'Evaluation of failure
shown on scale bar ti1ASOfJ COUNTY ENVIRONMENTAL HEAL T on-residential justification
g Waste strength
J B W 0 Ig Flow
DESIGN APPROVAL
The undersigned designer must be notifie by installer at time of installation g Yes 0 No
Q1 I Z)e( 7-'3Signature of Design
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 - ite regulations:
(ii � - 1—�
E vir. rental Health Specialist Date
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
/ The design is stamped"Approved"by Mason County Public Health. ��2�-2
/ 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
v
DRAIN FIELD CLEARING AND .` F T'Pp
INSTALLATION NEEDS TO OCCUR IN -1p
DRY WEATHER CONDITIONS DUE TO
SOIL TYPE AND SMEARING CONCERNS. tt--1 - ,..
LOCATE WELLCS) 50'+ GATED ACCESS
FROM TANKS AND 100'+ I
FROM PRIMARY AND
RESERVE AREAS
32015-42-00010 1 32015-42-00020
PROPOSED /r \\� R�00 1
2-PARTY WELL 1 I I
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PROPOSED PRIMARY FUTURE
& RESERVE AREA 2-BEDROOM
HOME 1
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NEIGHBORING I PROPOSED i i
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DRAIN FIELD ACCESS I
PROPOSED TRANSPORT ' PO V E
APPROX. STREAM 7\
& RETURN LINES (PER COUNTY MAPS) ' /'JUN 10 9 2023 -'
200'+ FROM OSS ---\ ,' N COUNTY E�JVIRONMENTAL HEALTH
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EXPIRES - -
AN ASBUILT/INSTALL SIGNOFF FEE WILL
BE CHARGED AT TIME OF INSTALLATION
PIONEER DIGGING CUSTOMER: JASON LINK
, INC. PARCEL#:32015-42-00020 TEST HOLE I: TEST f TOLE 2 TEST HOLE 3:
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SEPTIC DESIGNS ADDRESS- 561 E SUNSET ROAD ROOTS @ 20 ROOTS @ 20 ROOTS @ 19
dDCWMER TM IS NOT A SURVEY.REFERENCES INCLUCE.APPLICANfM,OIRIIY PROVIDED
3083 E MASON BENSON RD. GRAPEVIEW,WA 9A546 DESIGNER: ROBERT H.PAYSSE PUTS OR SURVEYS FIELD MEASJREMENTS AND COUNTY GIS DESIGN INTENDED FOR SEPTIC
OFFICE-360-426-1803 FAX-360-427-2353PURPOSESRTME ONLYEPROPOSED oEVNOT REPNT MAY OR SUBJECT RETO TEDOT TO
SHEET: SITE PLAN SCALE I"=200' SEPTIC C MPONENCY RENEW DESIGNER NOT RESPONSIBLE FOR SETBACKS UNRELATED TO
SEPTIC COMPONENTS
AN CEI INSTALL SIGNOFFFEE WILL
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AT TIME OF INSTALLATION
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SEPTIC DESIGNS ADDRFSS: 561 E SUNSET ROAD ROOTS @ 20 ROOTS @ 20 ROOTS @ 19
DESIGNER: ROBERT H.PAYSSE DISCIAIIAER: S NOT A SURVEY.REFERENCES INCLUDE IKTCOUNTY PROVIDED
3083 E MASON BENSON RD. GRAf EV IEW,WA 985'10 M
PUTS OR SURVEYS
DES.FIELD MEASUREMENTS AND COUNTY OI$ DESIGN INTENDED FOR SEPTIC
PURPOSES ONLY. PROPOSED DEVELOPMENT MAY BE SL6JECT TO OTHER
OFFICE 360 4261803 FAX•360 427 2353 SHEET: DF DETAIL SCALE I"=IO' DEPARTMENTIAOENGY RENEW DESGNER NOT RESPONSIBLE FOR SETBACKS UNRELATED TO
SEPTIC COMPONENTS •
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FIN. GRADE --\ RELIEF VALVE ( H D Fowler Company
Continuous Flush Headwork
Quality Performance, Long-Life and
Reliable Onsite Effluent Control
Applications:
• Onsite wastewater drip dispersal systems
IR"
• Reuse appbcefffueat de including mrrigat arty
treated effluent devgnated for mlgation and
other disinfected and non-0ismfected water
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EXPIRES
AN ASBUILTI INSTALL SIGNOFF FEE WILL
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CUSTOMER: JASON LINK I Ls I HOLE I: TEST HOLE 2 TEST HOLE 3:
PIONEER DIGGING, INC. PARCEL It:32015-42-00020 0-20AM
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SEPTIC DESIGNS ADDRESS: 561 E SUNSET ROAD ROOFS @ 20 ROOTS @ 20 R��I$@ 19
3083 E MASON BENSON R.D. GRAPEVIEW,WA 9ii51( DESIGNER: ROBERT H.PAYSSE 01ETSOR & VEYDIM ISNOTA MEASUREMENTS
REFERENCES INCLUDE APPLICANT/COUNTY INTEROED PROVIDED
PUPOSESIIRVEY S.FIEtD OPOSRENENTSLOPIwNNTYGIS.DESIGNINTE To
SEPTIC
OFFICE•360 4261803 FAX 360 427 2353 DEPUPARTMES AGEONL PROPOSED DEV REP NBLY BE SUBJECT OTHER
SHEET: DF DETAIL(2) SCALE NA SEPTIC DEPARTMENT/AGENCY
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DUAL PORTAERATC,
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OPERATING CAPACITY h74 GAL '
•
. I-"� FLOOD CAPACITY 518 GALLONS
•
TRASH CHAMBER ..
TANKS MUST BE , OPERATING CAPACITY 463 CAL -
FLOOD CAPAC TY SOS CALLOW:
ON STATE DOH
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OF SEWAGE -
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1000 GAL. REQUIRES GROMETS FOR.
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TWO ACCESS RISERS �. : y �_ R.•0 �ry �`. .r', AND ELECTRICAL
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JOINTS CONCRt/E PUMP TANK
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HIGH WATER FLOAT f FLO-INDUCER
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SEPTIC DESIGNS ADDRFSS: 561 E SUNSET ROAD COMPACTED LEVEL SOILS. RUN CROSS
DESIGNER: ROBERT H.PAYSSE CONNECTIONS INTO ORIGINAL SOILS TO
3083 E MASON BENSON RD. GRAPEVIEW.WA 98546 AVOID SE I 1 LING.
OFFICE-360-426-I803 FAX-3(0-427-2353 DESIGN PAGE TANKS DETAIL
V fe11CO Technical Data Sheet aoo
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ii'a ui Flow in gallons per minute(gpm)
System Data Input Calculation Outputs
Gelorre Per•- ,':24o Total System Information
Appicalon Area Required(square feet, 960
Soil Loading Rate(Galore!Sq.FL/Per Day(GP
Total 0.25 TollAmout of Biolre¢Reguired(feet) 480
Total Number of miters in the Driptekf 480
•
Select Emitter Flow Rate(GPIs) 0.42 _
Zone Information •
Seed Emitter Spacing Ondea .. 12 Number of Zone; 1
Amount of Bwinee Per Zone(feet): 480
2 Number of Emitters Per Zone 480
•
Flush Velocity(fur :. Mlnmurn Number of Laterals Per Zone' 2
Assum•tions Maamum Number of Laterals Per Zone 6
Estimated Pump Flow Rating(GPM)' 12.f!- Number of Laterals That Wit be Used' -:'•:')
•
Man mum Length of Biolne'Laterals Based on Inlet Pressure 221
Inlet Pressure(ps.j 25 F ow Rate Per Zone(GPM) 3A
ie H og Capacity of Dripperf ne Per Zone(Galors) 6.4
Inlet Pressure(Feet of Head; 57.8 Additional Flow Requirement to Accommodate Flush no Veboy 4.8
Row Spacing Between Dnpines(feet] 2 Holding Capacity of Piping
1-bung Capacity(Gallons)of Supply Linn&Sums,&Fksh Mariblds 49.4 '
Number of Zoe.:,.` 1 Holding Capacity(Galore per Zone)of Biofne 6.4
Holding Capacity(Gallons)of Supply Line.Mariblds and Dripperini ASA
Hoes Per Day to Use for Dos:-O 24 •
Head Loss Data-Dosing E Flushing Cycle
Elevation Charge horn Pump to Dose Tank Outlet(fcci 5 Fnckon Loss per 100'(psi)in Supply Line&Manifold; 1.6
Velocity(fps) 3A
Elevation Charge horn Dose Tank to Dnp Field(5.-r.' 45 Friction Loss In Supply Line&Supply Marifokls(psi) 18.1
•
Friction Loss in Supply Line&Supply Marifokts(Feet of Head 412
Length of Supply Line&Supply&Flush Mari folds(fuu;:7 1100 Additional Pressure Required for Return Maribd and Piping to Tank(psi) -
Additional Pressure Requ red for Return Merifokl and Piprg to Tank(Feet of Head 23.1
TDH(Total Dynamic Head)In Feet of Bead 172.7
Type of Pipe-Supply Line&Manfc&` PVC Shhee Control Settings Information
Total Syctern Rv41ne Per Day(M.rwtes= 71
Sim of Supply&Manifold Pipe(riches)' 1 Total Rurtme Per Zone Per Day Odinules) 71
Total System Dosing Every Per Dad 24
Pipe Roughness Constar? 150 Runtime For Each Dose(M rsues) 3
Oft Time Between Doses in the Same Zone(Horns to reared 0.17 1.0
lside Diameter of Pipe(inn ro0) 1.049
Miscellaneous Information
Number of Deily Dosing Everts Per Zone Dosing Volume Per Ember Per Dose(galbrs) 0.02
Inches Per Week of Doang. 2.81
Volume of a Single Dose(gallons) 10.1
Pump Selection
Pump Flow Rating(GPM 82
Save to Fib TOM(Total Dynamic Head in Feet of Head) 172.7
Pump Manufacturer'-
P .Mode .. :-
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JUN 0 9 2023 ,I Ar.`,
MASON COUNTY ENVIRONi��ENTAI NEALTN ti��f ••A
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PIONEER CUSTOMER: JAON LINK •DIGGING INC. PARCEL# 32015 42-00020 SS
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SEPTIC DESIGNS ADDRFSS: 561 E SUNSET ROAD 1� . L .;. a.y
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. All 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 10ft to waterlines with all septic components. If less than loft 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 10ft 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 loft 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,which should be received after installation approval.
14. System owner should be cautious of landscaping arot se tic components. Root intrusion
can cause premature failure of the drainfield area. In io pe rid trees should be kept
away from lids and other septic maintenance points. 4
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OFFICE-360-426-1803 FAX 360-427-2353 SHEET: NOTES SCALE: NA