HomeMy WebLinkAboutSWG2024-00441 - SWG Application / Design - 11/12/2024 014- ‘: 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: SWG2024-00441 1,OU
APPLICANT BRADY MICHAEL J & ELAINE 0 Phone:
Address: 1114 SE 20TH ST CARE CORAL, FL 33990
OWNER BRADY MICHAEL J & ELAINE 0 Phone:
Address: 1114 SE 20TH ST CARE CORAL, FL 33990
SEPTIC DESIGNER BOB PAYSSE* Phone: 360-507-1498
Address: 3083 E Mason Benson Road GRAPEVIEW, WA 98546
Site Address: 341 E CREST LN
Primary Parcel Number: 121182400040
Permit Description: New 3bd ATU to pressure trench
Permit Submitted Date: 11/12/2024
Permit Issued Date: 07/03/2025
Issued By: Rhonda Thompson
Current Permit Fees Paid: $540.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 11/26/2027 (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.
OFFICIAL USE ONLY
DATE RECEIVED: ' 1 C�I ( \
MASON COUNTY 1
.I I. COMMUNITY SERVICES AMou CEIV RECEIVED BY.
Public Health(Community Health/Environmental Health) C
` 2
360415 N ext.400 or WA ssaa eat.400 S, • '� �0, 1 �4 Z
415 N.6th Street Shelton.WA 98584 V\V( V1\
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ON-SITE SEWAGE SYSTEM APPLICATION D
3 0m m
APPLICANT PHONE
MICHAEL BRADY z
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MAILING ADDRESS-STREET.CITY.STATE.ZIP CODE g
PO BOX 152494 CARE CORAL FL 33915 m
RESS-STREET CITY.ZIP CODE
34173
SITE DE CREST LANE GRAPEVIEW WA 98546 I
NAME OF DESIGNER PHONE I N
ROBERT H. PAYSSE 360-426-1803
NAME OF INSTALLER PHONE I
v
TBD <
DRINKING WATER SOURCE -
PERMIT� TYPE(select one) 0
Ivl RESIDENTIAL OSS ECOMMUNITY OSS 6ICOMMERCIAL OSS I5� PRIVATE INDIVIDUAL WELL n PRIVATE TWO-PARTY WELL Z IOD
TYPE OF WORK(select one) Ha PUBLIC WATER SYSTEM ,
if NEW CONSTRUCTION/UPGRADES REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) 0 TABLE IX REPAIR I IV
SUB 0 SURFACING SEWAGE El EXISTING FAILURE RI SHORELINE
Ln DESIGN FORM(REQUIRED) IV SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE co
MIMITTALS I _p
Ln WAIVER(S)(IFAPPLICABLE) 3 0.62 0 o
DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate)
N HWY 3, RIGHT ON GRAPEVIEW LOOP RD. CONTINUE TO A RIGHT ON I o
RAUSCHERT RD. CONTINUE DOWN TO WATER AND ONTO CREST LANE ACCESS b I 0
ROAD TO PARCEL. SITE IS ON LEFT, PDI SIGN POSTED. -
I .-r.
SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I o
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 .�; ��
i1.�;
-.AA\ 7.- %:.,
s."1".,\-\\ \ .c. 0 '-'2 (0 \J h LA S coNiL
RECORD DRAWING AND INSTALLATION REPORT
SOIL CODES:
V=VERY G=GRAVELLY S=SAND Lt='LOAM
Si=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL
►11
INSPECT SIGNATURE \ tv t DATE APPLICATION EXPIR TION DAT APPLICATION APPROVED/ISSUED BY DATE
\0\qA\ri L7L1'1 :1\ 2(0 Z '-) PRINAPIT WI 40/c
THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12T72015
DESIGN FORM—PAGE ONE Assessor's Parcel Number: 1 2 1 1 8 — 2 4 — 0 0 0 4 0
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 may be scanned and available for public view on the Mason County Web site.Maximum paper size: I/"X 17"
PARCEL IDENTIFICATION '1
Permit Number: SWG 2b77-00�k4. I Designer's Name: ROBERT H.PAYSSE
MICHAEL BRADY Designer's Phone Number: 360-426-1803
Applicant's Name:
Mailing Address: PO BOX 152494 Designer's Address: 3083 E MASON BENSON RD
CARE CORAL FL 33915 GRAPEVIEW WA 98546
City State Zip City State Zip
DESIGN PARAMETERS
Treatment Device
❑Glendon Biofilter 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter,Type:
11 Aerobic Unit Make/Model NUWATER BNR 500
' 0 Disinfection Unit Make/Model Other:
Drainfield Type
❑Gravity 'Pressure l 'Trench 0 Bed 0 Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 3 Schedule/Class SCH.40
Daily Flow: Operating Capacity 270 gpd Length VARIES ft
Daily Flow: Design Flow 360 gpd Diameter 1.25 in
Septic Tank Capacity(working) BNR500 gal Number 4
'f Receiving Soil Type(1-6) 3 Separation 9+ ft
Receiving Soil Appl.Rate 0.8 gpd/ft2 Orifices
Required Primary Area 450 ft2
Total Number of Orifices 38
Designed Primary Area 450 ft2 Diameter 3/16 in
Designed Reserve Area 450 ft2 Spacing 48 in
Trench/Bed Width 3 ft Manifold
Trench/Bed Length 150 ft Schedule/Class SCH.40
Elevation Measurements Length 27 ft
Original Drainfield Area Slope 17 % Diameter 1.25 in
New Slope,If Altered 17 % Preferred manifold configuration used? 1'Yes 0 No
Depth of Excavation Up-slope 14 in ✓ Transport Pipe
from Original Grade Down_slope 8 in Schedule/Class SCH.40
Designed Vertical Separation 12+ in Length 275'+/- ft
Gravelless Chambers Required? 0 Yes l�No 0 Optional Diameter 2 in
Pump Required? Ed Yes 0 No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 6
Diff.in Elevation Between Pump&Uppermost Orifice 24 ft Dose quantity 60 gal
Drainfield Squirt Height/Selected Residual(head) 2 ft Chamber Capacity(flood) 1500 gal
Uppermost Orifice 14 Higher 0 Lower than Pump Shutoff ✓ Pump controls: Please check those required.
Capacity @ Total Pressure Head 22.4 gpm lifTimer l "Elapse Meter 1'Event Counter
Calculated Total Pressure Head 34.6 ft If Timer: Pump on 1.2 MIN ,Pump off 4 HRS
Comments APPROVED
JUL 0 3 2025
MASON Cuuti I Y til i UNMtNTAL HEALTh
RET
. DESIGN FORM—PAGE TWO Assessor's Parcel Number: 1 2 1 1 8 -- 2 4 -- 0 0 0 4 0
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
IA Test hole locations g Drainfield orientation and layout Reference depth from original grade:
g Soil logs g Trench/bed dimensions and lif Septic tank
g Property lines critical distances within layout g Drainfield cover
B1 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:
12i Measurements to cuts,banks,and locations g Laterals,trench/bed,top and
surface water and critical areas 12iObservation port location bottom
0 Location and orientation of g Clean-out location 0 Curtain drain collector
curtain drain and all absorption It Manifold placement 0 Sand augmentation
components g Orifice placement Other cross-section detail:
Iii Location and dimension of Lateral placement with distance L Observation ports/clean-outs
primary system and reserve area to edge of bed
g Other Information
Buildings g Audible/visual alarm referenced Yes No
gi Direction of slope indicator lif Scale of drawing shown on scale d 0 Design staked out
66 Waterlines bar ❑ g Recorded Notices attached
g Roads,easements,driveways, 0 fib Waiver(s)attached
parking l' 0 Pump curve attached
&i North arrow and scale drawing ❑ g Evaluation of failure
shown on scale bar Non-residential justification
0 lif Waste strength
0 g Flow
DESIGN APPROVAL
The undersigned designer must be notified by installer at time of installation g Yes 0 No
4:-4-64Aq/tt ?A; ► ( I( zl zy
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 local on-site regulations:
SOA 1 1 I3/7.3-'
II Environmental Health Sp ialist Date
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
✓ The design is stamped"Approved" by Mason County Public Health. ` I /��
✓ 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
77 ---I
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MAINTAIN
10'+ TO SEPTIC
COMPONENTS
& LINES
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TRANSPORT LINE
/4PPROVED
I JUL 0 3 2025
MASON COUNTY ENV1ROhMENTAL HEALTH
RET
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AREA I 50'+FROM SHORELINE
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PIONEER DIGGINC, INC.
CUSTOMER: MICHAEL BRADY TEST HOLE I: TEST HOLE 2
PARCEL 1211s 24 0004o 8 38 IS
3 3 4 3
SEPTIC DESIGNS ADDRFSS: 341ECRESTLANE 38+TILL/RJJIS@28 43+ Ill/RCJTS@33
DESIGNER: ROBERT EL PAYSSE FIATS OR S THISVEY IS NOT A SURVEY.REFERENCES INCLUDE DESIGN INTENDED
ED PROVIDED
3083 E MASON BENSON RD. GRAPEVIEW,WA 98546 DISCLAIMER:
OR SURVEYS FIELD NOT AMEASUREMENTS AND COUNTY CLUDE APPLICANT/COUNTY
N/COUNTY PR IDED
OFFICE-36(1-426-I803 FAX-36l1-427-2353 /y PURPOSES ONLY PROPOSED DEVELOPMENT MAY BE SUBJECT TO OTHER
SHEET: SI iE PLAN SCALE 1"=5 V DEPARTMENT/AGENCY REVIEW DESIGNER NOT RESPONSIBLE FOR SETBACKS UNRELATED TO
SEPTICTIC COMPONENTS
/ /
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148
/ /' WATERLINE: MAINTAINN
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I i JUL 0 3 2025 & LINES
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AN ASBUILTI INSTALL SIGNOFF FEE WILL
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CUSTOMER: MICHAEL BRADY TEST HOLE I: TEST HOLE 2
PIONEER DIGGING, INC. PARCEL#:12118 24 00040 ` CIS
>R 38 COMP.CS 33-43 C.OW'.GS
SEPTIC DESIGNS ADDRESS: 341 E CRFST LANE 38- III I./ROOTS @ 28 43+ III I./ROOTS @ 33
3083 E MASON BENSON RD. GRAPEVIEW,WA 98546 DESIGNER: ROBERT H.PAYSSE DISCLAIMER:THIS PS NOT A SURVEY.REFERENCES INCLVOE:APPUCANTICOUNTY PROVIDED
PLATS OR SURVEYS.FIELD MEASUREMENTS AND COUNTY GIS DESIGN INTENDED FOR SEPTIC
OFFICE-360 426-1803 FAX-36(1-427-2353 SHEET: DF DETAIL SCALE 1"=10' PURPOSES ONLY PROPOSED DEVELOPMENT MAY SE SUBJECT TO OTNER
DEPARTMENT/AGENCYDESIGNER REVIEW DESIGR NOT RESPONSIBLE FOR SETBACKS UNRELATED TO
SEPTICTICCOMPONENTS
I •
OBSERVATION
CLEANOUT PORT FINISHED GRADE
— r ORIGINAL GRADE
FILTER
6"+ COVER FABRIC ---\ }"" ----------
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WASHED ROCK
RESTRICTIVE LAYER RISER/LID
OR VALVE BOX
TO FIN. GRADE
APPROVED
JUL 0 3 2025
MASON COUNTY ENVIRONMENTAL HEALTHBALL VALVES
RET CHECK VALVE — — -
CAS NEEDED) 1 '1 1
AD)UST
TO # OF
THREADED CAP LATERALS
s.
,, 16" ORIFICES C� 12:00
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EXPIRES' '•'•:•'•�_;Ap •_'•.I'"
AN ASBUILT/INSTALL SIGNOFF FEE WILL
BE CHARGED AT TIME OF INSTALLATION GLUED TEE
PIONEER DIGGING, INC.
CUSTOMER: MICHAEL BRADY TEST HOLE I: TEST HOLE 2:
PARCEL#:12118 2400040 28 3a'� 33 3 C GS
SEPTIC DESIGNS ADDRFSS: 341E CREST LANE 38+TILT./ROOTS @ 28 43+ IILL/ROOTS @ 33
3083 E.MASON BENSON RD. GRAPEVIEW,WA 98546 DESIGNER: ROBERT H.PAYSSE 01CsA1"ER TM IS NOT A SURVEY.REFERENCES INCLUDE APPLICANT/COUNTY PROVIDED
PLATS OR SURVEYS.FIELD MEASJELEMENTS AND COUNTY OIS.DESIGN INTEM DED FOR SEPTIC
OFFICE-360-426-1803 FAX-360-427-2353 PURPOSES ONLY PROPOSED DEVELOPMENT MAY BE SUBJECT TO OTHER
SHIFT: DF DETAIL(2) SCALE NA DEPARTMENT/AGENCY RENEW 7ESIGMER NOT RESPONSIBLE FOR SETBACKS UNRELATED TO
SEPTIC COMPONENTS.
• .
DUAL POET AERATOR
E'CLIANOVT3 FT• DESIGNER RECOMMENOS IN>IALLINC AIR BLOWER ABOVE CPA E
FPOMFOVNDATION \ 24'CAST IN RISER W/ AND WTIHIN ARTIFICIAL ROCK OR HOUSING
WATERTIGHT LID AND SCREWS
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19
12'•36' --f'PVC(ND) - .e ^I/2'PVC AIRLINE
,ANITARY TEE I .^-T ��• • "TA MASTIC
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wATERTC - •I J :-^ r�
FlENiBlE FIT, `, 4\WATERTIGHT
{/ ••� FLEXIBLE FITTING
TANKS MUST BE J ��
ON STATE DOH '. .
APPROVED LIST NUWATER
OF SEWAGE BNR500
TANKS •
PUMP TANKS APPRO ) •• o •o ••
OVER 1000 GAL. •• "�'• OINSER BARS(2) USE9 ...
RUBBER
PARALLEL TO TANK WALL
REQUIRES TWO ,r o /. o SLVDGERETVRrt ''' • GROMETS FOR
ACCESS RISERS JUL 0 3 ��r' ' •' . o •
'%.•-•`•:' TRANSPORT LINE
TO GRADE MASON COUNTY ENVIRL' •
;r•' '• 1. AND ELECTRICAL
F.ALTf' - ;-• ON RISERS. MAKE
�.A .�. •I ..'. .. ' i. :• . . !
PUMP TANKS , ... •.-' : •' I .DST• ' � � �- ' >. _ � •� . .:''.�•�. �•. • SURE ALL HOLES
LOCATED AT HIGHER ARE WATER-TIGHT
ELEVATION THAN
DRAINFIELD MUST
HAVE ANTI-SIPHON NUWATER CONTROL PANEL
DEVICE INSTALLED. M
24' RIBBED RISERS
W/WATER TIGHT LIDS
* a TT k_(. I FINISHED GRADE
ELECTRICAL WORK DONE )
BY LICENSED ELECTRICIAN
74, Aff...7
ELE"TRWALCONDVrT I I_ TRANSPORT LINE
INLET c UNION& BALL VALVE
WATER-TIGHT I . ..• f500 GALLON WA7ER77GHT
JOINTS CONCRL I PUMP TANK
• HIGH WATER FLOAT
C CHECK VALVE
•
$ 1• USE TANKS FITTED
P t ON/OFF FLOAT W/CAST IN WATER
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•
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•
'V.' PUMP BUCKET -_ • CAST IN RISER
I 1 • ADAPTERS TO
s• ROBERT M Ir11YSEE •4, I •. 4 •. " ' ' '` ..'' '... '•'..•• ', . ,_ • .•' . ENSURE WATER
TIGHTNESS
EXPiRES
PIONEER DIGGING INC. CUSTOMER: MIC.HAEL BRADY SCALE:NA
PARCEL#:12118-24-00040 INSTALL TANKS ON ORIGINAL OR
SEF I IC DESIGNS ADDRFSS: 341E CREST LANE COMPACTED LEVEL SOILS. RUN CROSS
3083 E MASON BENSON RD. GRAPEVIEW,WA 98546 DESIGNER: ROBERT FL PAYSSE CONNECTIONS INTO ORIGINAL SOILS TO
OFFICE-360-426-1803 FAX-360-427-2353 DESIGN PAGE TANKS DETAIL AVOID SETTLING.
hbePumps .
Pump Specifications '�-
FL50 Series 1/2 hp
Submersible Effluent Pump lig
Rae 11Am Per Nam*
0 II 71 114 1S1 100 227 MS Id 011 270
40 . . } - • • 4. . • 1I
APPROVED
'°`� JUL 03 2025
b _ IIMASON COUNTY ENVIRONMENTAL HEALTH
® _ RET
110 , 41
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30 I Q `
5 COIt7
o 10 70 10 40 S0 f0 70 00 .40... 100 t:j�' i� f i'F
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LATERAL LATERAL FEEDER TOTAL ORIFICE ORIFICE ORIFICE DIST.TO TOTAL TOTAL
LATERAL# LENGTH PIPE SIZE LENGTH LENGTH SIZE(inch) DISCHARGE SPACING 1ST ORIFICE ORIFICES HEAD
(feet) (inches) (feet) (feet) RATE(gpm) (feet) (inches) (feet)
1 30 1.25 3 33 3/16" 0.59 4 24 8 0.12
2 40 1.25 9 49 3/16" 0.59 4 24 10 0.27
3 40 1.25 18 58 3/16" 0.59 4 24 10 0.32
4 40 1.25 27 67 3/16" 0.59 4 12 10 0.37
DRAINFIELD HEAD(feet) 1.08
TRANSPORT LINE HEAD(feet) 2.50
ELEVATION CHANGE(feet) 24
RESIDUAL/SQUIRT(feet) 2
EXTRA LOSS/FITTINGS(feet) 5
TOTAL DYNAMIC HEAD(feet) 34.58
TOTAL GALLONS PER MINUTE 22.42
PIONEER DIGGING, INC. CUSTOMER:
E L#�8 0BRADYI40040
SEPTIC DESIGNS ADDRESS: 341 E CREST LANE
3083 E MASON BENSON RD. CRAPEVIEW,WA 98546 DESIGNER: ROBERT H.PAYSSE
OFFICE-360-426-1803 FAX-360-427-2353 :I-1 f[T: 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. Designer not responsible for electrical permitting or other electrical specific code requirements.
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 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. per n nd maintenance
information, refer to Mason County Public Health Homeowner's Manual, which should be received after in sa a\j6FpEdval.
14. System owner should be cautious of landscaping around septic components. Root intrusion la 0 3 2025
can cause premature failure of the drainfield area. In addition, bushes and trees should SCJ COU.Nrypi )RON,MENTAL HEALTH
away from lids and other septic maintenance points.
T
15. Changes made at time of installation may impact designer calculations, pump sizing,and
compliance w/county and state requirements. Contact designer prior to install w/any g'•4,
proposed variations from design. Changes may result in additional fees and permitting. 64
ti
•
PIONEER. DIGGING, INC CUSTOMER: MICHAEL BRADY f
PARCEL#:12118-24-00040 s 03,7 •
a.:: ROBERT H fiAYESE f/
SEPTIC DESIGNS ADDRESS: 341 E CREST LANE i?... . •" - "'
3083 E MASON BENSON RD. GRAPEVIEW,WA 98546 DESIGNER: ROBERT FL PAYSSE EXPIRES
OFFICE-360-426-I803 FAX-360-427-2353 SHIFT: NOTES SCALE NA