HomeMy WebLinkAboutSWG2022-00564 - SWG Application / Design - 11/7/2022 OFFICIAL USE ONLY
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MASON COUNTY
COMMUNITY SERVICES AMOU.CM RECEIVE w: v m
Public Health(Community Health/Environmental Health) DATE RECEIVED:
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360ai79670. t 4oJ or 360.27SdG67,ext.aao SWG — //-��� T O
415 N.6th Street-Shelton WA 98584 \(9 Il-- 1`
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ON-SITE SEWAGE SYSTEM APPLICATION > 3.
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APPLICANT PHONE m
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SHERRY COUPE z
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MAILING ADDRESS-STREET,CITY.STATE,ZIP CODE 3
1208 FAIRMOUNT AVE SHELTON WA 98584 CO
SITE ADDRESS-STREET,CITY,ZIP CODE
XX TINA DRIVE BELFAIR WA 98528 I I"
NAME OF DESIGNER PHONE I N
ROBERT H. PAYSSE 360-426-1803
NAME OF INSTALLER PHONE v I N
TBD
(/1 I N)
PERMIT TYPE(select one)
DRINKING WATER SOURCE
IY RESIDENTIAL OSS COMMUNITY OSS E COMMERCIAL OSS 5-PRIVATE INDIVIDUAL WELL 6 PRIVATE TWO-PARTY WELL Z I CO
TYPE OF VVORK(select one) C ' PUBLIC WATER SYSTEM I
l NEW CONSTRUCTION/UPGRADES I5 REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) 0 TABLE IX REPAIR I 01
SUBMITTALS 0 SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE CO
DESIGN FORM(REQUIRED) ffSEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE .,
tYWAIVER(S)(IF APPLICABLE) TWO 0.37 o o
DIRECTIONS TO SITE AND SITE CONDITIONS (ex locked gate)
NORTH HWY 3, LEFT ON MASON LAKE ROAD. FOLLOW PAST MASON LAKE AND I
FIRESTATION TOWARDS BELFAIR. TURN RIGHT ON TRAILS END DRIVE. LEFT ON Ir I o
TINA DRIVE. SITE AT END OF CULDASAC, TEST HOLES NEAR ROAD. . o
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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(tor reporting purposes)
0 VOLUNTARY 0 MAINTENANCE/PUMPING 0 BUILDING PERMIT ['HOME SALE ['COMPLAINT ❑OTHER:
INSPECTOR SOIL LOGS I ,-, I,sa.,`L COMMENTS/CONDITIONS
A�,-00 Si. -Iv (Oct-El v 11v(z
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bS� fi WcqS'- N 1 NOV 07 2022
By
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,Ii' Nclj RECORD DRAWING AND INSTALLATION REPORT
SOIL CODES:
V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS 0 .Nrit"' REQUIRED FOR FINAL APPROVAL.
INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED/ � G ISSUED7 BY
DATE
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THIS FORM MAY BE SCAANED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12/7/2015
MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584
SHELTON: 360-427-9670,EXT 400
BELFAIR:360-275-4467,EXT 400
P Public Health & Human Services ELMA: 360-482-5269,EXT 400
5. FAX:360-427-7787
On-Site Sewage System Permit: SWG2022-00564
APPLICANT COUPE LAWRENCE C & SHERRY C Phone:
Address: 1208 FAIRMOUNT AVE SHELTON, WA 98584
OWNER COUPE LAWRENCE C & SHERRY C Phone:
Address: 1208 FAIRMOUNT AVE SHELTON, WA 98584
SEPTIC DESIGNER Bob Paysse - Pioneer Digging Inc Phone: 360-426-1803
Address: 3083 E Mason Benson Road GRAPEVIEW, WA 98546
Site Address: UNKNOWN
Primary Parcel Number: 222235101006
Permit Description: New 2bd ATU to subsurface drip
Permit Submitted Date: 11/07/2022
Permit Issued Date: 01/09/2023
Issued By: Rhonda Thompson
Current Permit Fees Paid: $500.00 (additional fees may be requ!red upon installation of system).
Permit Expiration Date: 12/08/2025 (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 Drainfield 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.
DESIGN FORM—PAGE ONE Assessor's Parcel Number: 2 2 2 2 3 — 5 1 — 0 1 0 0 6
A design will be reviewed when 3 conies 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 ma be scanned and available for .ublic view on the Mason Coun Web site.Maximum •••'r size: 11"X 17"
Permit Number: SWG 2 O ZZ- WV?Lf Designer's Name: ROBERT H.PAYSSE
SHERRY COUPE Desi er's Phone Number: 360-426-1803
Applicant's Name: Designer's
Mailing Address: 1208 FAIRMOUNT AVE Designer's Address: 3083 E MASON BENSON ROAD
SHELTON WA 98584 GRAPEVIEW WA 98546
Ci State Zi. Ci State Zi.
Treatment Device
❑Glendon Biofilter 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter,Type:
'Aerobic Unit Make/Model NUWATER BNR500 0 Disinfection Unit Make/Model Other:
Drainfield Type
❑Gravity 0 Pressure 0 Trench 0 Bed RC Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms TWO Schedule/Class NETAFIM
Daily Flow:Operating Capacity 180 gpd Length 100 ft ---
Daily Flow:Design Flow 240 gpd Diameter 0.5 in
Septic Tank Capacity BNR500 gal Number 3 './
Receiving Soil Type(1-6) 4 Separation 1.5 ft t✓
Receiving Soil Appl.Rate 0.6 gpd/ft2 Orifices
Required Primary Area 450 ft✓ Total Number of Orifices 300 EMITTERS ✓
Designed Primary Area 450 ft2 Diameter .42 GPH in
Designed Reserve Area 600 ft2 Spacing 12 in IV-
Trench/Bed Width NA ft Manifold
Trench/Bed Length 300 ft Schedule/Class SCH.40
Elevation Measurements Length 30 ft
Original Drainfield Area Slope 0-1 % Diameter 1 in
New Slope,If Altered 0-1 % Preferred manifold configuration used? I 'Yes 0 No
Depth of Excavation Up-slope mA (o in il Transport Pipe
from Original Grade Down-slopa,��y� ,' in Schedule/Class SCH.40
m''l`''���
Designed Vertical Separation �1 ke 12-18+ in Length 75 ft
Gravelless Chambers Required? 0 Yes liff No 0 Optional Diameter 1 in
Pump Required? stf Yes 0 No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 12 ✓
Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity 15 gal
Orifice 20 ft Chamber Capacity 1200 gal
Uppermost Orifice 0 Higher 0 Lower than Pump Shutoff Pump controls:Please check those required.
Capacity @ Total Pressure Head 9 gpm It 'Timer 'Elapse Meter GiEvent Counter
Calculated Total Pressure Head 109 ft If Timer: Pump on 6 MIN ,pump off 1 HR 54 MIN
Comments
DESIGN FORM—PAGE TWO Assessor's Parcel Number:2 2 2 2 3 — 5 1 -- 0 1 0 0 6
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
Test hole locations Drainfield orientation and layout Reference depth from original grade:
ili Soil logs 0 Trench/bed dimensions and i 1 Septic tank
0 Property lines critical distances within layout I' Drainfield cover
0 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:
121 Measurements to cuts,banks,and locations 0 Laterals,trench/bed,top and
surface water and critical areas RI Observation port location bottom
RI Location and orientation of g Clean-out location 0 Curtain drain collector
curtain drain and all absorption 0 Manifold placement 0 Sand augmentation
components Orifice placement Other cross-section detail:
0 Location and dimension of 0 Lateral placement with distance g Observation ports/clean-outs
primary system and reserve area to edge of bed Other Information
• Buildings 0 Audible/visual alarm referenced Yes No
Direction of slope indicator 0 Scale of drawing shown on scale 0 0 Design staked out
0 Waterlines bar 0 i 1 Recorded Notices attached
O Roads,easements,driveways, g 0 Waiver(s)attached
parking lig 0 Pump curve attached
1 North arrow and scale drawing 0 g Evaluation of failure
shown on scale bar Non-residential justification
❑ l�Waste strength
❑ l 'Flow
DESIGN APPROVAL
The undersigned designer must be notified by installer at time of installation g Yes 0 No
cer e94— (70 1 o c 27(2-2—
Signature of Desi er 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 on-site regulations:
Environmental Health pecialist 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: VZ4(6/7---S
✓ 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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CUSTOMER: SHERRY COUPE TEST IIOLE I: 1 ES I-HOLE2:
PIONEER DIGGING, INC. PARCEL# 2?793 51O1006 c0-24 ar 32+G
SEPTIC DESIGNS ADDRFSS: XX E TINA DRIVE
DESIGNER.: ROBERT H.PAYSSE PLATS OR SURVEYS TEIS S IIEL MEV$JRE REFS ANDC O I TY GIS AESIGN INTEND D FORONDEC
3083 E MASON BENSON RD. GRAPEVIEW,WA 9854( PWTS OR ISI FIELD MSA UR EY.REFE AND C S INCLUDE
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/y PURPOSES ONLY. PROPOSED DEVELOPMENT MAY BE SUBJECT TO OTNER
OFFICE 360 4261803 FAX 360 427 2353 SHEET: SITE PLAN SCALE I°=3V DEPARTMENT/AGENCY REVIEW DESIGNER NOT RESPONSIS E FOR SETBACKS UNRELATED TO
SEPTIC COMPONENTS
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PIONEER DIGGING INCCUSTOMER: SHERRY COUPE TEST HOLE I: TEST HOLE 2
C. PARCEL �7?73 51-01006 0-24 032�
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SEPTIC DESIGNS ADDRESS: XX E TINA DRIVE
DESIGNER: ROBERT H.PAYSSE DISCLAIMER THIS IS NOT A SURVEY.REFERENCES INCLUDE DESI INTEN000 PROVIDED
3083 E MASON BENSON RD. GRAPEVIEW,WA 98546 PUTS OR SURVEYS A SURVEY.REFERENCES
COUNTY SCLUDE DESIGNSUBJECT OR OTHER
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PURPOSES ONLY PROPOSED DEVELOPMENT MAY BE SUBJECT TO OTHER
OFFICE-360-426-1803 FAX-360-427-2353 SHEET: DF DETAIL SCALE 1°=10' DEPARTMENT/AGENCY REVIEW DESIGNER NOT RESPONSIBLE FOR SETBACKS UNRELATED TO
SEPTIC COMPONENTS
DRIPFIELD SPECIFICATIONS
REQUIRED DESIGNED
BEDROOM COUNT TWO
DAILY FLOW(GPD) 240
DRAIN FIELDAREA REQUIRED(FT^2) 450 450
LINEAR FEET REQUIRED(FT) 300 300
EMITTER COUNT 300 300
DESIGNED SPACING OF DRIPLINES(FT) 1.5 1.5
EMITTER FLOW ORENCO PF20O5 OR EQUIV.
EMITTER FLOW RATE(GPH) 0.42
400
TOTAL EMITTER FLOW RATE(GPH) 126 I PRO Sariaa,plM,0.S-1.5hp}_
CONVERSION TO MINUTES(GPM) 2.1 350 WA r
HOOKUP/LATERALS `
TOTAL HOOKUPS/LATERALS 3 a 300
FLOW RATE PER HOOKUP/LATERAL(GPM) 1.6 C 250 • .T... - .
TOTAL FLOW RATE FOR HOOKUPS/LATERALS(GPM) 4.8 a. ~
TOTAL GPM(PUMP REQUIREMENTS) 20D • _
PUMP FLOW RATING(GPM) 6.9 a 150
DOSING SETTINGS to .-
TOTAL DOSES/CYCLES 12 .2 WO \�'• .
OPERATING CAPACITY(GPD) 180 I. 50
GALLONS PER CYCLE 15 t
DRAIN FIELD DISCHARGE RATE(EMITTER FLOW) 2.1 00 5 10 15 20 25 30 35 eo
ON TIME(MINUTES) 6 Flow in gallons per minute Igpml
OFF TIME(MINUTES)+1 HOUR 54
System Data lnput Calculation Outputs
Gallons Pet Day 240 Total System Inforrnatan
Application Area Required(square foal' 900
Maximum Emitter CSscharge Rate Per Day 0.4 l. Total Arrant of Bbkne Required lfeetj WO
Total Number of Emitters in the Dr4field 600
Select Emitter Flow Rate(GPHI 0.42
Zone Information
Select Emitter Spacing(inchesT 12 Number of Zones 1
Amount ofBioine°Pa Zone(feai 600
Flush Veloc Jost2 Marrow of Emitters Per Zone 600
Minimum Number of Laterals Per Zone 3
Assum r tionS Maximum Number of Laterals Per Zone 5
Estimated Pump Flow Rating(GPMT 12.1 Number of Laterals That Ws'be Used'ga., 3
Maximum Lenoth of Biokne,Laterals Based on Wet Pressure 269
Inlet Pressure(psiT 35 Flow Rate Per Zone(GPMT 4.2
Holding Capacity of Dripperine Per Zone IGallonsT 8.0
Wet Pressure(Foot of Head! 80.9 Additional Flow Requirement to Acoommodate Flushing Velocity 4.8
Row Spacing BetweenDripfnes(feet! 1.5 Holding Capacity of Piping
Holdmq Capacity(Gallons)of Supply Lino&Supply&Flush Maniolds 3.4
Number of Zones 1 Holing Capacity(Gal:ons per Zone)of Eliolinc 8.0
Holdng Capacity(Gallons)of Supply Line.Manifolds and DripperU+e 11.3
Fourz Pa Day toUufor()Osiris? 24 Head Loss Data-Dosing a Flushing Cycle
Elevation Change born Pump to Dose Tank Outlet IfeetT 5 Friction Loss pa 100'(psi)in Supply Line&Manioldi 20
Velocity(fps! 3.3
Elevation Change from Dose Tank to Drip Field(feet! 20 Friction Loss In Supply Line&Manifolds(psiT 1.5
Friction Loss in Supply Lino&Manif olds(Feat oflleadT 3.4
Length of Supply Line&Supply&Flush Mani olds(feet! 75 "' Additional Pressure Required for Rerun Manifold and Piping to Tank Ipsi
Additional Pressure Required for Return Manifold and Piping to Tank(Feet of Head! 116
Type of Pipe-Supply Line&Manifolds' PVC 50140 TDH(Total Dynamic Head)in Feet of Head 109.3
Sae of Supply&Manifold Pipe(inchesT 1 Control Settings Information
Taal System Runtire Per Day(MinuesT 57
Pipe Roughness Constant' 150 Total Ruxime Per Zone Per Day(Minutes! 57
Total System Dosing Events Pet Day 12
Inside Diameter of Pipe(inches! 1.049 Runtime For Each Dose(Minutes} 5
Off Time Between Doses in the Same Zone(Hours to neatest ail. 2
Number of Dal Dos- Everts Per Zone 12 -tea Miscellaneous Information
Dosing Volume Per Emktet Per Dose(gallonsl 0.04
A P P O V E D Inches Pew Week of Dosing_ 299
Volume of a Single CloselgalonssT 21.0
Save to File Pump Selection
JAN 10 9 2023 Pump Fit»+Rating(GPM! 9.0
TON(Total Head in Feet of Head! 109.3
Pump Manuf aonrer
MASON COUNTY ENVIRONMENTAL HEALTH
ET ��'�oe„,,ts '.
PIONEER DIGGING INC. CUSTOMER: SHERRY COUPE Z;
PARCEL ii:72793-51-01006
SEPTIC DESIGNS ADDRESS: XX ETINA DRIVE
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3083 E MASON BENSON RD. GRAPEVIEW,WA 98546 DESIGNER: ROBERT H.PAYSSE
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OFFICE-360-426-1803 FAX-360-427-2353 SHEET: CALLS SCALE NA
•
OVAL PORT AERATOR
OPTIONAL IN GROUND BLOWER LOCATION.
i•CLEANOVr3 O• WATERTIGHT LID ANDI LID VENT
MOM fO VNDATION GHT LID
IN RISER W SCREWS yy..
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i, _ I.PVC Mt P'- - 0= ":'P`/C AIRLINE
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SANITARY TEE -T�� - . : —"—E - ! �MASIC
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WATER TIGHT \ OUTLET TO DRAINflELD
• `7'PVC SLUDGE T� J WATER TIGHT
FLFXIBLE FITTING / 1•T`-I RENRN LINE ',....../ FLEXIBLE FITTING
•
I J ��'• DIGESEERCNAMBER ..,
1•PIAJ OPERATING CAPACITY.YPY GAL
FLOOD CAPACITY.318 GALLONS • •.
TRASH CHAMBER. �.AM ^
TANKS MUST BE i• OPERFLOOD CAPAC(FY 506 AL ONS
FLORA LNG CAP IT GALLONS .•
•
ON STATE DOH
APPROVED LIST NUWATER BNR 500 `.
OF SEWAGE
TANKS . •
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DIf•FUSER BARS(2) r
10. .PARALLEL TO TANK WALL •4 rrr "•
O SLUDGE RETURN •• • r Q4 .•
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PUMP TANKS • a .
OVER 1000 GAL. • • • _._ •• ~i
rrr(Q. . 4oe -03 7
REQUIRES TWO
ACCESS RISERS ''� E.Z it'e. YS ';
EXP!!?ES ��.....�.• ':
TO GRADE - NUWATER CONTROL PANEL
m24"RIBBED RISERS
W/WATER TIGHT LIDSTI . FINISHED GRADE
t I ELECTRICAL WORK DONE
By LICENSED ELECTRICIAN TRANSPORT LINE
— 11 LC]li LCl/II 1 �0
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•
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INLET UNION&BALL VALVE
WATER-TIGHT 1 1200 GALLON WATER77GHT CHECK VALVE
JOINTS CONCRE/t PUMP TANK
(22 GAL./IN.)
HIGH WATER FLOAT FLO-INDUCER
USE TANKS FITTED j-
W/CAST IN WATER
TIGHT FITTINGS FOR �� 7
INLET/OUTLESAND ON/OFF FLOAT USE RUBBER
CAST IN RISER GROMETS FOR
ADAPTERS TO �:�' OVE P: ORENCO PF2010 TRANSPORT LINE
ENSURE WATER A P �'V AND ELECTRICAL
TIGHTNESS
e•r�••r'.r,. "` '�' ON RISERS. MAKE
SURE ALL HOLES
MASON COUNTY ENVIRONMENTAL HEALTH ARE WATER-TIGHT
RET
INC_ USTOMER: SHERRY COUPE SCALE NA
PIONEER DIGGING, 1' PARCEL4-:29773-51-01006 IN STALL TANKS ON ORIGINAL OR
SEPTIC DESIGNS ADDRFSS: XX ETINA DRIVE COMPACTED LEVEL SOILS. RUN CROSS
CONNECTIONS INTO ORIGINAL SOILS TO
3083 E MASON BENSON RD. GRAPEVIEW,WA 98546 DESIGNER: ROBERT FL PAYSSE AVOID SETTLING.
OFFICE-360-426-I803 FAX-360-427-2353 SHEET: TANKS DETAIL
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$300.00 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 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,which should be received after installation approval.
14. System owner should be cautious of landscaping around septic components. Root intrusion
can cause premature failure of the drainfield area. In addition, bushes and trees should be kept
away from lids and other septic maintenance points. °Q� P P R O\ /E D
JAN 0 9 2023 s��
MASON • •
•
•
COUNTY ENVIRONMENTAL P
CUSTOMER: SHERRY COUPE RET Sy,
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PIONEER DIGGING, INC. PARCEL#27773 51-01006
SEPTIC DESIGNS ADDRESS: XX E TINA DRIVE - -H3 DAYS SE
3083 E MASON BENSON RD. GRAPEVIEW,WA 98546 DESIGNER: ROBERT H.PAYSSE
OFFICE-360-426-1803 FAX-360-427-2353 SHEET: NOTES SCALE NA `xF.REs