HomeMy WebLinkAboutSWG2023-00157 - SWG Application / Design - 4/28/2023 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584
SHELTON:360-427-9670,EXT 400
9: ,gy 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: SWG2023-00157
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: 320153190004
Permit Description: New SFR-3BR Nuwater w/Subsurface Drip
Permit Submitted Date: 04/28/2023
Permit Issued Date: 06/09/2023
Issued By: Jeff Wilmoth
Current Permit Fees Paid: $525.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 04/28/2026 (based on date of inspection)
Permit Conditions:
1 Proposed development subject to zoning requirements and approval by the planning
department staff per Mason County Title 17.
2 Permit must be installed by a Mason County Certified Installer unless prior written
authorization from Mason County is obtained.
3 Drain field installation not to exceed designed upslope and downslope depth specified on
design form.
4 Installer is responsible for obtaining Mason County installation approval prior to backfill of
system components.
5 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to
backfill of system components.
6 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for
final installation approval.
THIS PERMIT MUST BE ONSITE DURING INSTALLATION OF OSS.
PROPERTY OWNERS ARE RESPONSIBLE FOR DETERMINING AND MARKING ALL PROPERTY LINE AND EASEMENT LOCATIONS.
THIS PERMIT MAY BE REVOKED IF THE SITE CONDITIONS HAVE CHANGED SINCE THE SITE WAS INSPECTED AND DESIGN APPROVED.
FINAL INSTALLATION APPROVAL IS REQUIRED PRIOR TO TEMPORARY OR FINAL OCCUPANCY OF ANY RELATED STRUCTURES.
For Final Inspection visit: masoncountywa.gov/health/environmental/onsite/oss-inspection-request.php or call:
360-427-9670, extension 400.
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OFFICIAL USE ONLY
DAIS RECEIVED:
MASON COUNTY L{r 2.$ 12-v;,3 c
COMMUNITY SERVICES AM UNTRE EIVED RECEIVED BY: rA Ire '(`/� CO (n
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Public Health(Community Health/Environmental Health) Cp CPm
360427-9670.eel 400 or 360-2754467.ext.400 A /�
415 N.6th Street•Shelton,WA 98584 S,/`/G ��' 1 -
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ON—SITE SEWAGE SYSTEM APPLICATION D
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APPLICANT PHONE m
JASON LINK
MAILING ADDRESS-STREET.CITY.STATE.ZIP CODE
7932 SWIFTWATER CT EASTVALE CA 92880 m
SITE ADDRESS-STREET.CITY.ZIP CODE
XXX E SUNSET ROAD D 5� M d - -m SHELTON WA 98584 I w
NAME OF DESIGNER PHONE I N
ROBERT H. PAYSSE APR 28 2023 360-426-1803
11
NAME OF INSTALLER ... .__l PHONE CD
TBD
By
PERMIT TYPE(select one) --BRI WING WATER SOURCE O
ICI RESIDENTIAL OSS ff COMMUNITY OSS F COMMERCIAL OSS g PRIVATE INDIVIDUAL WELL E PRIVATE TWO-PARTY WELL z
TYPE OF WORK(select one) IT PUBLIC WATER SYSTEM
lir NEW CONSTRUCTION/UPGRADES ffREPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ❑ TABLE IX REPAIR I W
SUBMITTALS� 0 SURFACING SEWAGE El EXISTING FAILURE 0 SHORELINE
lt� DESIGN FORM(REQUIRED) N_I SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE I C
7fWAIVER(S)(IF APPLICABLE) 3 3.27 0 '
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
GATE). o
**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.
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE/FAILURE SOURCE(for reporting purposes)
0 VOLUNTARY ❑MAINTENANCE/PUMPING ❑BUILDING PERMIT 0 HOME SALE ['COMPLAINT CI OTHER:
INSPECTOR SOIL LOGS COMMENTS/CONDITIONS
1 ' %v1,`,✓
SOIL CODES: RECORD DRAWING AND INSTALLATION REPORT
V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL.
I P CTOR SI NATURE DATE APPLICATION EXPIRATION DATE PLICATION APPROVED/ISSUED BY DATE
(44V\ Olt 23 -
/4) t, #1,41
T IS M MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12/72015
DESIGN FORM—PAGE ONE Assessor's Parcel Number: 3 2 0 1 5 — 3 1 — 9 0 0 0 4
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 ' V5 00t S Designer's Name: ROBERT H. PAYSSE (
JASON LINK Desi ner's Phone Number: 360-426-1803
Applicant's Name: g
7932 SWIFTWATER CT Desi ner's Address: 3083 E MASON BENSON RD
Mailing Address: g
EASTVALE CA 92880 GRAPEVIEW WA 98546
City State Zip City State Zip
DESIGN-PARAMRERS
Treatment Device
❑Glendon Biofilter 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter,Type:
It 'Aerobic Unit Make/Model NUWTER BNR500 ❑Disinfection Unit Make/Model Other:
Drainfield Type
❑Gravity 0 Pressure 0 Trench 0 Bed I 'Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 3 Srherhdh/rt. NETAFIM
1 Daily Flow:Operating Capacity 270 gpd 1 Le 1 11 UN 180 ft
Daily Flow:Design Flow 360 gpd C Ur
28 2023 0.5 in
Septic Tank Capacity(working) BNR500 gal 1\`�t er 4
Receiving Soil Type(1-6) 5 Separation 2 ft
Receiving Soil Appl.Rate 0.4 gpd/ft2 y rifices
Required Primary Area 1440 ft2 Total Number of Orifices 720 EMITTERS
Designed Primary Area 1440 ft2 Diameter .42 GPH in
Designed Reserve Area 1440 ft2 Spacing 12 in
Trench/Bed Width 60 ft Manifold
Trench/Bed Length 24 ft Schedule/Class SCH.40
Elevation Measurements Length 24 ft
Original Drainfield Area Slope 6 % Diameter 1 in
New Slope,If Altered 6 % Preferred manifold configuration used? lifYes 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 150 ft
Gravelless Chambers Required? 0 Yes 1 No ❑Optional Diameter 1 in
Pump Required? EZI Yes 0 No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 24
Diff.in Elevation Between Pump&Uppermost Orifice 0-5 ft Dose quantity 15 gal
Drainfield Squirt Height/Selected Residual(head) - ft Chamber Capacity(flood) 1500 gal
Uppermost Orifice 0 Higher 0 Lower than Pump Shutoff Pump controls:Please check those required.
Capacity @ Total Pressure Head 11.4 gpm lifTimer liElapse Meter I'Event Counter
Calculated Total Pressure Head 94•4 ft If Timer: Pump o i .M ` , m ` 1 HRS
Comments
INSTALL SYSTEM IN DRY WEATHER CONDITIONS.
JUN 0 9 2023 !,.,,
MASON COUNT`(CNVtRCNM!N IRL I-ItALI H
JBW
DESIGN FORM—PAGE TWO Assessor's Parcel Number: 3 2 0 1 5 — 3 1 -- 9 0 0 0 4
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
Test hole locations g Drainfield orientation and layout Reference depth from original grade:
IZ1 Soil logs B1 Trench/bed dimensions and GI Septic tank
g Property lines critical distances within layout g Drainfield cover
g Existingand proposed wells Ig D-Box/Valve box locations
p p Reference depth from original grade
within 100 ft of property Gff Septic tank/pump chamber and restrictive strata:
O Measurements to cuts,banks,and locations G2f Laterals,trench/bed,top and
surface water and critical areas g Observation port location bottom
Location and orientation of g 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:
sd Location and dimension of Eg Lateral placement with distance g Observation ports/clean-outs
primary system and reserve area to edge of bed
• g Other Information
I i Buildings
� Audible/visual alarm referenced Yes No
• Direction of slope indicator g Scale of drawing shown on scaleg C� 0 Design staked out
g Waterlines A ❑ G�1 Recorded Notices attached
g Roads,easements,driveways, P p R p v E Waivers)attached
parking ' ra 0 Pump curve attached
21 North arrow and scale drawing JUN 0 9 2023 : • 121 Evaluation of failure
shown on scale bar on-residential justification
MASON COUNTY ENVIRONMENTAL HEAL
'I J
JBW 0 g Waste strength
o g Flow
DESIGN APPROVAL
' The undersigned designer must bec)-(40504
notified by installer at time of installation It Yes 0 No
cais i-1(zel/ 0-
Signature of Designer Date
The undersigned has reviewed this design on behalf of Mason County Public Health and determined it to be in
compliance with state and loc n-site regulations:
/i ki i
E �R nmental Health ecialist Date
Ott p
CAUTION: DESIGN A PROVAL 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: � .z8 _ (0
✓ 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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INSTALLATION NEEDS TO OCCUR IN 1t
DRY WEATHER CONDITIONS DUE TO • ) i '`
SOIL TYPE AND SMEARING CONCERNS. JUN O 9 2023 Y .. '�f y•`
LOCATE WELLCS) 50'+ MASON COUNTY ENVIRONMENTAL HEAL`��t.O* .,I.e
FROM TANKS AND100'+ JBW 1"• ,'' yk
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RESERVE AREAS •:: rce�5=1H 61.LYsse 'r�;
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EXPIRES •
AN ASBUILT/INSTALL SIGNOFF FEE WILL
BE CHARGED AT TIME OF INSTALLATION
CUSTOMER: JASON LINK I EST HOLE I: LEI HOLE 2 TEST HOLE 3:
PIONEER DIGGING, INC. PARCEL#:32015-31-90004 i8+a O I 2+�MOI OW 21+�n O T�"'
SEPTIC DESIGNS ADDRESS: XXX E SUNSET ROAD ROOTS @ I8 ROOTS @ 22 ROOTS @ 21
3083 E MASON BENSON RD. GRAPEVIEW,WA 98546 DESIGNER: ROBERT H.PAYSSE DISCLAIMER TM616 NOT A SURVEY.REFERENCES INCLUDE APPLICANT/COUNTY PROVIDED
PLATS OR SURVEYS.FIELD MFASUREIAE NTS AND COUNTY GIS.DESIGN INTENDED FOR SEPTIC
TO
OFFICE 360 4261803 FAX 360-427 2353DEPARTMENT/AGENCY REVIEW DPURPOSES OM.Y. ESIGNER NOT DEVELOPMENT
ESPONSIBLE FOR SETBACKS SUTUNRELATE OTHER
SHEET: SITE PLAN SCALE r=7(Y SEPTIC COIPOlENTS.
1"SCH. 40 TRANSPORT AN ASBUILT/INSTALL SIGNOFF FEE WILL
BE CHARGED AT TIME OF INSTALLATION
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EXPIRES
PIONEER DIGGING, INC. CUSTOMER: JASON LINK TEST HOLE I: TEST HOLE 2 TEST HOLE 3:
PARCEL# 32015-31-90004 0-18 SI LOAM 0-22 SI LOAM 0-21 SI LOAM
18+MOTT 22+MOTT 21+MOTT
SEPTIC DESIGNS ADDRF•SS: XXX E SUNSET ROAD ROOTS @ 18 ROOTS @ 22 ROOTS @ 21
pSCLAIMER:TNIB R;NOT A SURVEY.REFERENCES INCLUDE:APPLICANTMAUNTY PRONGED
3083E MASON BENSON R.D. GRAPEVIEW,WA 98546 DESIGNER: ROBERT H.PAYSSE PLATS OR SURVEYS.FIELD LIEASURENENTS AND COUNTY DIE DESIGN INTEWED FOR SEPTIC
PURPOSES ONLY D DEVELOPMENT KAY BE SUBJECT TO OTHER
OFFICE-360-426-I803 FAX-360-427-2353DEPARTMENTIAOENCY RENEW DESIGNER NOT RESPONSIBLE FOR SETBACKS UNRELATED TO
SHEET: DF DETAIL SCALE 1 =10' SEPTIC COMPONENTS
DRIPLINE
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FIN. GRADE RELIEF VALVE OH D Fowler Company
Continuous Flush Headwork
Quality Performance, Long-Life and
Reliable Onsite Effluent Control
Applications:
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nient
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Opera*orf The PIaIEADWOWCSa Cones
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$•'Of: �"L. - GROW MORE WITH LESS
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EXPIRES
AN ASBUILTI INSTALL SIGNOFF FEE WILL
BE CHARGED AT TIME OF INSTALLATION
CUSTOMER JASON LINK TEST HOLE I: TEST HOLE 2 TEST HOLE 3:
PIONEER DIGGING, INC. 1�18 S►LOAM o-2_�S1 02I SI L0,"
PARCEL# 32015 3190004 18+1M01-1 22+:MOTT 21+MO IT
SEPTIC DESIGNS ADDRFSS: XXX E SUNSET ROAD ROOTS @ I8 ROOTS @ 22 ROO I S @ 21
DISCLAIMER THIS IS NOT A SURVEY.REFERENCES INCLUDE:APPLICANT/COUNTY PROVIDED
*183 E MASON BENSON RD. GKAI'LVIEN �� ���1, DESIGNER: ROBERT H.PAYSSE PUTS OR SURVEYS.FIELDMEASUREMENTSMOCOUNTYGIS DESIGNINTENCEOFORSEPTIC
PURPOSES ONLY PROPOSED DEVNOT REP MAY CA SUBJECT RE OTHER
OFFICE-360-426.1803 FAX-360-427-2353 SHEET: DF DETAIL(2) SCALE NA OEPAATES ONLY
REVIEW DESIGNER NOT RESPONSIBLE FOR SETBACKS UNRELATED TO
SEPTIC COMPONENTS
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DVAL PORT AERATOR
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y/ • RETURN LINE .•} �/ • FLEXIBLE FITTING
FAFFLE J / �•
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OPERATING CAPACITY.474 GAL
• / • FLOOD CAPACITY 518 GALLONS J
•
TANKS MUST BED r
OPERATING CAPACITY 4.3 CAL
ON STATE DOH FLOOD CAPACITY 506 GALIO L'
APPROVED LIST '.: NUWATER BNR 500 `.' '
OF SEWAGE •TANKS •
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1000 GAL. REQUIRES - _ . ' • • GROMETS FOR
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TO GRADE • ''' : ,•'... ..
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ARE WATER-TIGHT
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SUN 9 202 ' HIGH WATER FLOATFLO-INDUCER
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CUS I OMER: JASON LINK SCALE NA
PIONEER DIGGING INC. PARCEL# 32015-31-90004 INSTALL TANKS ON ORIGINAL OR
SEPTIC DESIGNS ADDRFSS: XXX E SUNSET ROAD COMPACTED LEVEL SOILS. RUN CROSS
3083 E MASON BENSSON RD. CRAPEVIEW,WA 98546 DESIGNER: ROBERT H.PAYSSE CONNECTIONS INTO ORIGINAL SOILS TO
AVOID SETTLING.
OFFICE-360.426-I803 FAX-360-427-2353 DESIGN PAGE TANKS DETAIL
•
V r enCo Technical Data Sheet
PF-Series Submersible Effluent Pumps: 400 mom..=o , PF70 Series.50 Hz.0.5-1.5 i'
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_-_^l '"�"" 0 5 10 15 20 25 30 35 40
�s Flow in gallons per minute(gpm)
System Data Input Calculation Outputs
GaIk1N Per tr y Total System Information
Application Area Required(square feet) 1.440
Wading Rae(Galors/Sq.Ft/Per Day(G('D 025 Total Amoul of Blot tie°Required(feet` 720
Total Number of Emitters mitre Dnpfeld 720
Select Emitter FlewRate(GP.17 0.42
i Zone Information
Select Emitter Spacirg(ie 12 Nvnber of Zones rW I
Amou1 of Bmime°Per Zone(feet` 720
Flesh Veloc (fps). ..2.... Numberol Emiters Per Zone 720
Minimum Number of Laterab Per Zone 2
Assum'lions Maximum Nunberol Late rab Per Zone 6
Estimated Pump Flow Rating(GPM) 1 t.::.- Number of Laterals Trot W II be ueecl)IIIIIIIIIIII
Maximum Lergth of Blofne°Laterals Based on net Pressure 221
h'et Pressure I 7 25 F ow Rate Per Zone(GPM: 5.0
Holding Capacity of Dripperine Per Zone(Gators) 9A
hiet Pressure(Feet of He an i 578 Adobe oral Flow Requreme it to Accommodate Fkstig Veiocly 6.4
Row Span rig Between Dnpbnes(fee:7 2 Holding Capacity of Piping
Hoehn,Capacity(Gators)of Stppty Line 8 Supply a Flush Manifolds SA
Number of Zo-c' 1 Holding Capaety(Gallons per Zone)of B.oine 9.6
Hotr5 Capsody(Gators)of Supply Or Marfolds and Onppenlne 15.0
Hours Per Day to Use for Dos.rr; 24
Head Loss Data-Dosing&Flushing Cycle
Elevation Crerge from Punp to Dose Tark Outlet(feet? 5 Fnceon Loss per 100(psi)in Supply Line&Menfoltls 3.1
Elevation Chi from Dose Tars[to DnpField(tent' 0 Fncton Loss m S Velocitybleed'(fpsl 4.2
Charge Supply Line 8 S(ppty Manblds(petty` 3.7
Fr.ceon Loss inSuppN Line a Soppy Manfolos(Feet of Head) 6.6
LergthotSuppyLrne B SLppi B Fkeh Manfolds(feet}}_' 120 Addinoral Pressure Required for Rehm Ma Mold and Pip no to Tare,(pal)
Addinoral Pressure Required for Return Manifold and Piping to Tank(Feet of Headj 23.1
TON(Total Dynamic Head)in Feet of Head' 94A
Type or Pipe.Supply Linea Manifolds i", _-':e., " Control Settings Information
Total System Rtrame Per Day(Minuted 71
Ste or Soppy a Mamas Pipe(ulene.), :.:;••:';•,,.< Tom!Runtime Per Zone Per Day(minutesj 71
Total System Dosed Everts Per Day. 24
Pipe Roughness Constar? 150 Rtaeate For Eacn Dose(Minutes) 3
Off Time Between Doses in the Same Zone(Roos to nearest 017 to
eeltie Diameter of Pipe(settee). 1te49
.. _ .• ..MIL ^.:: . .. Miscellaneous Information
_ _ Dosmrg volume Per Emitter Per Dose(gatorsl 0.02
hales Per Week of Dosup 2.81
Volume of a Sngle Dose lgaforei 15.1
Pump Selection
6 Pump°low Raarg(GPMj 11.4
^
Save to Fi ♦! p p ft O
V E i TON(Total Dynamic Head in Feet of Head) 94A
`-r., Pump Manufacture...
Pure Mode
. JUN092023 ` ; :
MASON COUNTY ENVIRONMENTAL HEALTH `,I%
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CUSTOMER JASON LINK ,i'.. -• • , ~
PIONEER DIGGING INC •
PARCEL# 32015 3190004 $i4.i ROI3ERT H 5YSSE h'
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SEPTIC DESIGNS ADDRESS: XXX E SUNSET ROAD Ai ;s er'.; In
3083 E MASON BENSON RD. GRAPEVIEW,WA 98546 DESIGNER: ROBERT H.PAYSSE EXPIRES
OFFICE-360-426.1803 FAX-360-427-2353 SHEET: CALCS 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 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 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 laould be received after installation approval.
eTp 14.System owner should be cautious of landscaping around stie-codNe of intrusion
can cause premature failure of the drainfield area. Irya adddr bushes'and trees s Id be kept
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away from lids and other septic maintenance points. <�� 023
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CUSTOMER: JAON LINK �
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PIONEER DIGGING, INC. x • �.:
PARCEL#:32015-31-90004 too ROBE[Si r, DaYSEE
SEPTIC DESIGNS ADDRESS: XXX E SUNSET ROAD �! Aurvkar ,........
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