HomeMy WebLinkAboutSWG2023-00238 - SWG Application / Design - 6/14/2023 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584
SHETREE ,S 42TON, ,EXT 400
584
1,\*Tit)
BELFAIR:360-275-4467,EXT 400
Public Health & Human Services ELMA:360-482-5269,EXT400
FAX:360-427-7787
On-Site Sewage System Permit: SWG2023-00238
APPLICANT BAILEY PAUL MICHAEL & DIANE Phone: 360.731.3605
PATRICIA
Address: 3139 BEECHCREST CT PORT ORCHARD, WA 98366
OWNER BAILEY PAUL MICHAEL & DIANE Phone: 360.731.3605
PATRICIA
Address: 3139 BEECHCREST CT PORT ORCHARD, WA 98366
SEPTIC DESIGNER Bob Paysse -Pioneer Digging Inc Phone: 360-426-1803
Address: 3083 E Mason Benson Road GRAPEVIEW, WA 98546
Site Address: 591 E Big Skookum Rd
Primary Parcel Number: 220207500190
Permit Description: Renewal -4BR SFR -Nuwater+ Drip
Permit Submitted Date: 06/12/2023
Permit Issued Date: 06/28/2023
Issued By: Jeff Wilmoth
Current Permit Fees Paid: $525.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 06/12/2029 (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/onsite/oss-inspection-request.php or call:
360-427-9670, extension 400.
OFFICIAL USE ONLY C •C
DATE RECEVED:
MASON COUNTY Cc / 1 2 / -Ci.33 cp v
-11. - COMMUNITY SERVICES AMO����!-}yT�RE[FIVF RECEIVED BY: v m
Public Health(Community Health/Environmental Health) T` /� C
23p) g
415 N.6th Street Shelton,WA 9858a s
Z cii
ON-SITE SEWAGE SYSTEM APPLICATIO MIIt VM 3
m n
APPLICANT PHONE rn
JUN 2 2023 rn
PAUL & DIANE BAILEY z
MAILING ADDRESS-STREET.CITY.STATE.ZIP CODE c
BY. ____
3139 SE BEACHCREST COURT PT. ORCHARD WA 98366 - ea
1g- Tr`DDRESS-STREET,CITY,ZIP CODE
591 E BIG SKOOKUM RD SHELTON WA 98584 I I"
NAME OF DESIGNER PHONE I N
ROBERT H. PAYSSE 360-426-1803
NAME OF INSTALLER PHONE CD
CDI
TBD
PERMIT TYPE(select one) DRINKING WATER SOURCE —
I
RM
Iv1 RESIDENTIAL OSS COMMUNITY OSS LiCOMMERCIAL OSS I,t0J PRIVATE INDIVIDUAL WELL 5 PRIVATE TWO-PARTY WELL Z I O
TYPE OF WORK(select one) al PUBLIC WATER SYSTEM 1
Wf NEW CONSTRUCTION/UPGRADES REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) 0 TABLE IX REPAIR I
SUBMITTALS 0 SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE
!_r1 DESIGN FORM(REQUIRED) NI SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE CO
MI I (31
.� 5-YJAIVER(S)(IF APPLICABLE) 4 5 ACRES 0 i DIRECTIONS TO SITE AND SITE CONDITIONS.(ex.locked gate)
RENEWAL OF SWG2019-00128. NO CHANGES I O
NORTH HWY 3 TOWARDS ALLYN. RIGHT ON AGATE RD. FOLLOW TO STORE INTERSECTION AND O I —'
TURN LEFT ON AGATE ROAD. FOLLOW TO RIGHT ON BENSON LOOP RD. RIGHT AGAIN ON BENSON i.„ 1
LOOP RD. RIGHT ON BIG SKOOKUM RD. PAST ALL HOUSES AND STRAIGHT ON PRIVATE RD. SEE i
SITE PLAN. I
SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. 0
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE/FAILURE SOURCE(tor reporting purposes)
0 VOLUNTARY ❑MAINTENANCE/PUMPING 0 BUILDING PERMIT ['HOME SALE ['COMPLAINT ['OTHER:
..::,�EGTOR SOIL LOGS COMMEN aiokONDITIONS
eve }-1 c'" V. `!,r, , ,- -
RECORD DRAWING AND INSTALLATION REPORT
SOIL CODES:
- . G-GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS
VREQUIRED FOR FINAL APPROVAL
•'CT R SIGNATURE DATE APPLICATION EXPIRATION DATE P CATION APPRO Dl ISSUED BY DATE
i W: Ng,...)
L/A-1- 6--l9.--:)
T S •TM AY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12/7/2015
DESIGN FORM—PAGE ONE Assessor's Parcel Number: 2 2 0 2 0 — 7 5 — 0 0 1 9 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"
PARCEL IDENTIFICATION
III
Permit Number: SWG (.OZ3-OQa35 Designer's Name: ROBERT H. PAYSSE
PAUL&DIANE BAILEY Desi ner's Phone Number: 360-426-1803
• Applicant's Name: g
Mailing Address: 3139 SE BEACHCREST CT Designer's Address: 3083 E MASON BENSON ROAD
PT ORCHARD WA 98366 GRAPEVIEW WA 98546
City State Zip City State Zip
DESIGN PARAMETERS
Treatment Device
0 Glendon Biofilter 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter,Type:
'Aerobic Unit Make/Model NUWATER BNR 500 ❑Disinfection Unit Make/Model Other:
Drainfield Type
0 Gravity 0 Pressure 0 Trench 0 Bed liti Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms FOUR Schedule/Class NETAFIM
Daily Flow: Operating Capacity 360 gpd Length 228 ft
Daily Flow:Design Flow 480 gpd Diameter .5 in
Septic Tank Capacity BNR-500 gal Number 4
Receiving Soil Type(1-6) 5 Separation 2FT ft
Receiving Soil Appl.Rate 0.4 gpd/ft2 Orifices
Required Primary Area 1350 ft2 Total Number of Orifices EMITTERS
Designed Primary Area 1824 ft2 Diameter .42 in
Designed Reserve Area 1820 ft2 Spacing 12 in --
Trench/Bed Width NA ft Manifold
Trench/Bed Length NA ft Schedule/Class SCH. 40
Elevation Measurements Length 34 ft
Original Drainfield Area Slope 4 % Diameter 1 in
New Slope,If Altered 4 % Preferred manifold configuration used? RI Yes ❑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 100 ft
Gravelless Chambers Required? 0 Yes 0 No ❑Optional Diameter 1 in
Pump Required? lEf Yes ❑No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 24
Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity 15 gal
Orifice 18 ft Chamber Capacity 1500 gal
Uppermost Orifice lif Higher 0 Lower than Pump Shutoff Pump controls:Please check those required.
Capacity @ Total Pressure Head 12.7 gpm IF/Timer Elapse or 6'Event Counter
Calculated Total Pressure Head 130 ft If Timer: ipl ,giu 57.65
Comments
JUN 2 8 2023
LA®S(3N COUNTY ENVIRONMENTAL HEALTH
JBW
•
DESIGN FORM—PAGE TWO Assessor's Parcel Number:2 2 0 2 0 — 7 5 — 0 0 1 9 0 t
. Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
BS Test hole locations E2i Drainfield orientation and layout Reference depth from original grade:
g Soil logs stf Trench/bed dimensions and g Septic tank -
li Property lines critical distances within layout 62( Drainfield cover
6t1 D-BoxNalve box locations
gExisting and proposed wells Reference depth from original grade
within 100 ft of property g Septic tank/pump chamber and restrictive strata:
10 Measurements to cuts,banks,and locations Gtf Laterals,trench/bed,top and
surface water and critical areas g Observation port location bottom
d Location and orientation of 0 Clean-out location 0 Curtain drain collector
curtain drain and all absorption g Manifold placement 0 Sand augmentation
components 0 Orifice placement Other cross-section detail:
g Location and dimension of CI Lateral placement with distance g Observation ports/clean-outs
�a., primary system and reserve area to edge of bed Other Information
Buildings g Audible/visual alarm referenced Yes No
g Direction of slope indicator g Scale of drawi shown on scale g 0 Design staked out
g Waterlines AP
P R 6 V
E ❑❑ g RecordeWaiversd)Noticesattached attached
RI Roads,easements,driveways,
parking 1 ' 0 Pump curve attached
North arrow and scale drawing 3 U N 2 8 2023 ❑ lr Evaluation of failure -
IC
shown on scale bar MASON COUNTY ENVIRONMENTAL HEALTH Non-residential justification
J BW ❑ Elf Waste strength
❑ g Flow
DESIGN APPROVAL
l '' The undersigned designer must be notified by' taller at time of installation g Yes 0 No
V4,(AA ct t 7f.t.pLA--_ (4,
,— � —/202
Signature of Des
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 - 'te re: lations:
1 _ -t fr LI ,/- 0- ' 6" �� 5
En ro' 6 al Health Specialist Date
CAUTION: DESIGN APPR VAL IS VALID ONLY UNDER TILE FOLLOWING CONDITION:
✓ The design is stamped"Approved"by Mason County Public Health.
The Onsite Sewage Permit has not expired,the Permit Expiration Date is: - i-
✓ 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.
dated Date: 12/7/2015
1 , ,
1 1
17,,,,,) I APPROVE!D
JUN 2 8 2023
r 150' SHORELI N E (MASON COUNTY ENVIRONMENTAL EALTH
,..\•,, I
SETBACK / JBW
1
`'/';jr 1 1
M / //
RESkRVE
$ PRAIN4IELP
$$., .
f `.2i \
I
1, EQT..' .::. \
�'.EXP E...,:.0.,..:., / PRIMARY �\ . z&;
EXPIRES
I [�RAINFIELP
�,� i/ 1 I POSSIBLE / •
r�
�� 1S / 1 TAN KS,1 \
O� LOCATIO�
IS / /
.�P .,S / I r
�C' tii / 1, III /// r^
\
1 / rr rr o ,� �o N\
i / / / / -9,0 \\
it rr rig r 8�/ �'PO .
r ,/v I \\` N <� ^%\ C rrr
�,N� L
,\� / \ �� o/ POSSIBLE
1 1 u WELL
\ -,;if-
T I `
t.
11 ,P,O
'y \ �N O,
/29� I 15),:k \' SHORELINE -.N /
� F�.1' I \\ SETBACK `\
L \ r
\ x I
\
SCALE1:200
NN /, \
INSTALLATION DESIGNER SIGNOFF/ASBUILT FEE WILL \ _ - \
BE CHARGED AT TIME OF INSTALLATION ( `--
SCALE1:50 I 1
PIONEER DIGGING, INC. CUSTOMER: BAILEY
PARCEL# 22020 75-00190
TEST HOLE I: TEST HOLE 2 TEST HOLE 3:
ADDRESS: 591E BIG SKOOKLIM RD 0-20 SI LOAM 0-20 SI LOAM 020 SI LOAM
SEPTIC DESIGNS 20-60 MOTT SI L 20-60 MOTT SI L 20-60 MOTT SI L
3083 E MASON BENSON RD. GRAPEVIEW,WA 98546 DESIGNER: ROBERT PAYSSE H2O @20 H2O @20 H2O @20
OFFICE-360-426-1803 FAX-360-427-2353 DESIGN PAGE L_OF .-
I
GRASS COVER
100% RESERVE AREA ,`•,`,`,` ` ` �,o,���,��\,��\,�•\,���, •
\ NETAFIM
\\ FEEDER &
\ RETURN LINES
\
\ AIR/VAC
\\ RELIEF
\ \ VALVE
\ \ !1
\ \
\\ \\ sue !.!;;- ,,;.:
\ ` .i;,. �..i.,.i..,,
�,a�, i;, .:.�.�,..
-�. ��. -.
\\ \\ WASHED
\ \ ROCK
\ \
I PRIMARY DRIPFIELD: \\
16057FT \ \
\ \
4 HOOKUPS \ \
4 0 228 FT \\ \\
912 LN FT \ \
1824 SO FT \\ \
\ )
\ ",-,>1;
\
\ °'
\\ AIR/VAC
�. o NETAFIM, \ RELIEF VALVE
\\\\(K--- -- 1" SCH. 40 FEEDER
FLEX PIPE AND RET - RN LINES
0 ' ,
KS 1
0 0 JUN 2 8 2023 er: I 4 BARB FITTING ��:" kii.
MASON COUNTY ENVIRONMENTAL HEALTH �,i, '�;;..0
• J BW EXPIRES
INCSTOMER: PAUL BAILEY SCALE I:10 I
PIONEER DIGGING, l V . PARCEL#:22020-75-00190 TEST HOLE I: TEST HOLE 2 TEST HOLE 3:
SEPTIC DESIGNS ADDRESS: 591 E BIG SKOOKUM RD 2�IMOT SI L 20-60�MOTT SI L 0.60AM 0-20 1 LOAM
MOTT SI L
3( E MASON BENSON RD. GRAPEVIEW,WA 98546 DESIGNER: ROBERT PAYSSE H2O 420 H2O @20 H2O @20
OFFICE-360-426-1803 FAX-360-427-2353 DESIGN PAGE t" OF Y
System Data Input Calculation Outputs
Celors Per Da 4" Total System Info rmstion
APp$0a>on Ana Rennet(peen Yell 11K
o2s44 Taw Amour al Noire Rotund(Yell WO
SoilLoe5r0 Rae(Gloss/Sn.Ft./Per Deg K+POD Total/runner of Ematere n the Onp4M 000
Was Ern.,Flow Rile(DPP. 0A2
Zone Information
12 Nuns.of Zones 1
BeYd Dotter Swim(Ircfre) Amu.of&Dire°Per ion(Mil 000
u 2 Nmber of Emotion Per ton 000
lawman/e mesr o1 Lennie Per?or; 4
Assum/lions AYdnten Nunes of:aWea Per 2041r 4
NmWr oilstones Thal NN be leaee
EMmwled PwnD FkM RallnD(OP10) 1t1 /Ynmvn L.rpn of&oin.°Intone Bleed on lief Pes.ve 24$
e4R Prue(pr) 22 Flow Rag Per ion(DPUUi 03
lbevp Cop 000 of Dnppedrs Pot toes(Delon) 12.0
net Perseus(FM or/Yotj $0.0 &Moos Pb.R.Qurem«+b easements*Fluting V.bcay, L4 .
Ron Steam Bare.Dnppess 0ae0 2 Folding Capacity of Piping
Hob%V C.psuty(04tra)of Guppy Lire i S.ppyi Flan Wnooldt 4.2
timber ofZoni 1 Mddup C.O.0M(GaYda per&solo!Wes 12.0 ,
Netary Cup.nty(Oa1cn)or Slppy Lin.Wnbo0 en/Dnpperlre 104
Mows for Day/kiwi.Doses 24
Head Loss Data-Dosing&Flushing Cyclefeb: 2]
SeversonSeversonunp
on elves tom Pe Does Ter*
u
k OWN 0.4 0 Fnon Loss per 1D(/(Ps)in Soppy Lao i ley Wny(0 43
Ee,Yan Creme Own Does Tank b Drip erne fMU 13 Fnnen Loot In O.ppy Lin 4&*WTWrn*W(Pell 2.1
FncOcn Loss in SiVpy lee O Brppy Wrel0*O(Feet ofHNW 0e
ry:oN 01&ooy .p Line&8py4 Flesh Mbnbld$O... 100 • A4®sorWur PsRewordRewordtor RomNrebb e .ra P.pi'g to 4*1. t4YC^:1N':' .
AObarsl Prem.Perms.,br R•On ro)00WD rob 0'1i n(CF Nt of wed 170A
Tp.of Pp.•srppy Los 40Yrnal PVC Irwin Control S4tdnga information
TelY Sywm Ro..ne Per Day(terieni 70
La oibuppy i Manton Plat Mws.l 1 Tool Rulin.PerZr,.Per Day(t*W0( 7$
Tons Stern Down;Ewers Per Day. 12
Pipe%tonnes*Donald 100 Rnarne For ash Dose(Mobs( 0 I
00 Ten°Seswen Doses toes Some ton Move to newest 0.1) 1.1
Verde Darneeer of P.p.(O4* ) 1.041 MFscs11an00us lnfOflTlatlOn
Dos.%Vol.'s Per E.g.'Per Dose($10rsi 0.00
h we one Per elter Do.rst 2.00
Volm.of a La*Dose((galore) 44.1
Pump Wootton
Punp Flow Rare(GPM3 12.1
Save to File 1D11(Total Droner wee In Feet of lead). 1204 '
Puns YenhWser. I
Pnr.p woe
1
DRIPFIELD SPECIFICATIONS
REQUIRED DESIGNED
BEDROOM COUNT FOUR
DAILY FLOW(GPD) 480
pp R
DRAINFIELD AREA REQUIRED(FTA2) 1350 1824
D -
LINEAR FEET REQUIRED(FT) 900 912
EMITTER COUNT 900 912
DESIGNED SPACING OF DRIPLINES(FT) 1.5 2
EMITTER FLOW
EMITTER FLOW RATE(GPH) 0.42
TOTAL EMITTER FLOW RATE(GPH) 383.04 Q CONVERSION TO MINUTES(GPM) 6.384 V E
HOOKUP/LATERALS J(lN 2 8
TOTAL HOOKUPS/LATERALS 4 MASH.. NT y N 023
FLOW RATE PER HOOKUP/LATERAL(GPM) 1.6 ��� ENTq�HEALTH
TOTAL FLOW RATE FOR HOOKUPS/LATERALS(GPM)
TOTAL GPM(PUMP REQUIREMENTS)
PUMP FLOW RATING(GPM) 12.784 1/ 41,
DOSING SETTINGS �/ 7.
I
TOTAL DOSES/CYCLES 24 11•• .vAsti ii3
OPERATING CAPACITY(GPD) 360
GALLONS PER CYCLE 15 IIA��' ` y 1 L
DRAINFIELD DISCHARGE RATE(EMITTER FLOW) 6.384 11
ON TIME(MINUTES) 2.35 111i' /. • •) o
'OFF TIME(MINUTES) 57.65 EXPIRES
PIONEER DIGGING INC. CUSTOMER: PAUL BAILEY
PARCEL#:22020-75-00190
SEPTIC DESIGNS ADDRESS: 591 E BIG SKOOKUM RD
- 3083 F.MASON BENISON RD. CRAPEVIEW,WA 98546 DESIGNER: ROBERT PAYSSE
IvrFICE-360-426-I803 FAX-300.427-2353 DESIGN PAGE OF_St_
DUAL PORT AERATOR
LID VENT-\ OPTIONAL IN GFOVND BLOWER LOCATION
6' IO N23O•''L 24'CAST IN RISERW/
FROM fOUNpATiON� 4../—WATERTIGNT LID AND SCREWS
1
•
1 °
12'-56' _ : - 1'PVC")-\ - - O= 1/2'PVC AIRLINE
SANITARY TEE -- '"'T7�� '.."4 - �, ., I �MATTIC
�: 2'COV DI'_NG .I
/ \ ARE DI.'<ER —.
INLET (/r I yll�.. \\ •
I R\•
OUTLET TO DRAIN FIELD
.17
`1'PVC SLUDGE T� • `WATERTIGHT
WATER TIGHT RETURN UNE
FLE%IBIE FITTING // 2E • `J FLEXIBLE FITTING
di •
Snli.tJ //' DIGESTER CHAMBER CLARIFIER •
PV`-+ OPERATING CAPACITY 7 GAL CHAMBER
•
FLOOD CAPACITY 518 GALLONS FLOOD GALLONS
r ,.
TRASH CHAMBER •
• •�•
TANKS MUST BE ; OPERATING CAPACITY 465 GAL 1'
FLOOD CAPACITY 5C16 GALLONS
•
ON STATE DOH
APPROVED LIST 1 i •
OF SEWAGE
TANKS :A. ' ° •
° •
• DITELKER OARS(2) D. ,•' //I\\
• �vAMLLEL TO TANK WALL \
• ° SLUDGE RETURN /0'
j•..* .•.' . .0°.,
•
PUMP TANKS !.. •
t �i •r � •- .i'� Ilfee,:h4
OVER1000 GAL. ��
on) ;\
REQUIRES TWO �I°' ^ir.,;: r
ACCESS RISERS JUN 2 8 2023
"P RES ♦���;;,!`i i i
� TO GRADE
-r MASON COUNTY ENVIRONMENTAL HEALTH 24"'RIBBED RISERS
I
JBWW/WATERTIGHTLIDS, * FINISHED GRADE
ELECTRICALWORKDONE ( i1
BY LICENSED ELECTRICIAN L TRANSPORTIINE
=.� • tat.I RIcAL WNVVI I JJ r
i•
INLET S 11 UNION & BALL VALVE
CHECK VALVE
WATER-TIGHT 1500 GALLON WATERTIGHT
JOINTS CONCR�/�PUMP TANK
C28.5GAL./IN.)
•
USE TANKS FIIIED
HIGH WATER FLOAT FLO-INDUCER
W/CAST IN WATER
TIGHT FITTINGS FOR a
INLET/OUTLESAND ON/OFF FLOAT - USE RUBBER
CAST IN RISER " USE
FOR
ADAPTERS TO •
rei TRANSPORT LINE
ENSURE WATER PUMP: (
TIGHTNESS l .' AND ELECTRICAL
~ .�:.�'� : `;.�: .7 .<. �y•'..r ' .'•:.•�• . _ • ON RISERS. MAKE
SURE ALL HOLES
ARE WATER-TIGHT
a
IC CUSTOMER: PAUL BAILEY SCALE:NA ��
PIONEER DIGGING, 11 • PARCEL#22020 75-00190 INSTALL TANKS ON ORIGINAL OR
SEPTIC DESIGNS ADDRESS: 591 E BIG KOOKUM RD COMPACTED LEVEL SOILS. RUN CROSS
DESIGNER: ROBERT PAYSSE CONNECTIONS INTO ORIGINAL SOILS TO
3083E MASON BENSON R.D. GRAPEVIEW,WA 98546 r AVOID St I I LING.
OFFICE 36042&l803 FAX-36(?427-2353 DESIGN PAGE OF Y
Y
Pump Curve
350 031
0
■••••■IUIU••••■I•■■■ h m
...■..■......■II•UII ChangingdxWayr!x
...........■....■... World hoer WaKtuated`
300 11111 11111 11111 11111
PF20101 11111111111111111111
250
230
11111
150
"to
100
50
00 5 10 15 20 25 30
Net Discharge(gpm) APPROVE
JUN 2 8 2023 if
MASON COUNTY ENVIRONMENTAL HEALTH
JBW
Robert H. Paysse/Pioneer Digging, Inc. Septic Design - General Notes
1.Contact Robert Paysse/Pioneer Digging, Inc.for final inspection of the installation. 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. Pioneer Digging, Inc. reserves the right to charge additional fees if multiple visits are
needed due to installation errors or inaccessible components. Property owner, applicant,and/or installer are responsible for all Mason
County fees involved with installation of this design.
2.This septic design must be installed by a certified installer with Mason County Public Health. For Homeowner Installs,the owner must
get approval from Robert Paysse/Pioneer Digging, Inc. and Mason County Public Health prior to attempting installation.
3.Any alterations of this design must first be approved by Robert Paysse/Pioneer Digging,Inc.and Mason County Public Health. If
installer finds any installation difficulties with design,they should contact designer prior to proceeding with installation.
4.This design is site specific and conforms to State and Mason County requirements. The designer assumes no responsibility for its
longevity. The owner therefore agrees to maintain and make all necessary repairs to the system at no cost to Robert Paysse/Pioneer
Digging, Inc. Due to various aspects, Robert Paysse/Pioneer Digging, Inc. assumes no responsibility for this septic systems longevity or life.
5. Field Staking was done to the best of the designers knowledge or property line locations. Robert Paysse/Pioneer Digging,Inc.assumes
no responsibilities for surveying property line locations. Owner must verify/establish actual lines prior to construction. Any discrepancies
found related to this design should be reported to the designer immediately.
5. 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.
7.The property owner and certified installer are responsible for locating all underground utilities prior to installation.
8.All construction materials installed in this system shall conform to all applicable state and Mason County requirements.
tvrin water runoff,footing drains, roof drains must be diverted away from any septic system components.
10.This design is intended to meet State and Mason County requirements that are related to the system being proposed. Any placement
of proposed buildings, proposed wells or other non related items on these drawings may or may not meet other local and or state
requirements. It is the property owner's responsibility to determine what is acceptable to the various departments for non-related items.
11.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 and unusable.
12. No curtain,foundation, perimeter drains shall be installed 30ft downslope and loft upslope of drainfield areas, unless design
addresses a decreased setback with waivers.
13. Installer is responsible for following all related waiver mitigations outlined by Mason County Public Health and Robert Paysse/Pioneer
Digging, Inc. if waivers are being proposed.
14._Maintain loft 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.
15.All septic tanks, pump tanks,ATU's must be installed on original soils or compacted gravels. Run 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. Owners are advised to keep bushes and trees away from lids and other septic maintenance points.
16.All electrical wiring shall be done by a licensed electrician or homeowner i alln �b�e�i ough Labor and
Industries.
17.The system owner/operator is responsible for the continuous operation aintefe Qfth m.
For User Manual and Owner Maintenance information, refer to Mason Cou is H a t Homeo 11
Manual,which should be received by owner after installation approval. MP'
MH�1/�;1�
ENVIRONJBW
•
•
PIONEER DIGGING INC. CUSTOMER: PALIl BAILEY PARCEL#:22020-75-00190 •
''
� /���
�•
SEPTIC DESIGNS ADDRESS: 591 E BIG SKOOKUM RD
i ROB M • YSISE -
"
46
EXPIRES• ., ,a;
3083 E MASON BENSON RD. GRAPEVIEW,WA 98546 DESIGNER: ROBERT PAYSSE
OFFICE-36(}42&I803 FAX-360 427-2353 DESIGN PAGE ( OF (.