HomeMy WebLinkAboutSWG2023-00238 - SWG Application / Design - 6/12/2023 MASON COUNTY 415 N 6TH STREET,SHELT967 WA 98584
SHELTON: S 42 TON, ,EXT 400
584
iJ{1 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.govlhealth/environmental/onsiteloss-inspection-request.php or call:
360-427-9670, extension 400.
-
OFFICIAL USE ONLY ` L!
' DATE RECEIVED:
MASON COUNTY Cc / 1 2 -04 cn D
AMvEsch RECEIVED BY. CO (n
I�. COMMUNITY SERVICES � v m
Public Health(Community Health/EnvironmentalHealth) ��-�' //'�\ (/)
415 N.EAT
Street
•S e or n,WA 8584.ext.400 S W V is2 1 L3 —Da 3 ( O
a IS N.SM Street�Shelton WA 98580 t/ _V V� �/�/ O
Z 6 x
ON-SITE SEWAGE SYSTEM APPLICATIO CI EVJw
MI n
APPUCANT PHONE m
JUN 12 2023 Z
PAUL & DIANE BAILEY z
MAILING ADDRESS-STREET,CITY.STATE.ZIP CODE B g
3139 SE BEACHCREST COURT PT. ORCHARD BY: -�836'6' co
591SITE JE BIG ESKOOKUM RD SHELTON WA 98584 IN)
NAME OF DESIGNER PHONE I N
ROBERT H. PAYSSE 360-426-1803
NAME OF INSTALLER PHONE D I CD
TBD G '
..... I I
PERMIT TYPE(select one) DRINKING WATER SOURCE —
RESIDENTIAL OSS l! COMMUNITY OSS F COMMERCIAL OSS M PRIVATE INDIVIDUAL WELL 6 PRIVATE TWO-PARTY WELL Z I O
TYPE OF WORK(select one) IT PUBLIC WATER SYSTEM I
17.NEW CONSTRUCTION/UPGRADES REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) 0 TABLE IX REPAIR I
SUBMITTALS 0 SURFACING SEWAGE ❑EXISTING FAILURE 0 SHORELINE
DESIGN FORM(REQUIRED) SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE CO 10-1
WAIVER(S)(IF APPLICABLE)
4 5 ACRES 0 o
DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate)
RENEWAL OF SWG2019-00128. NO CHANGES O
NORTH HY 3 TOWARDS ALLYN. RIGHT ON AGATE RD. FOLLOW TO STORE INTERSECTION AND O
W -
TURN LEFT ON AGATE ROAD. FOLLOW TO RIGHT ON BENSON LOOP RD. RIGHT AGAIN ON BENSON I
LOOP RD. RIGHT ON BIG SKOOKUM RD. PAST ALL HOUSES AND STRAIGHT ON PRIVATE RD. SEE
SITE PLAN.
SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. O
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE/FAILURE SOURCE(for reporting purposes)
❑VOLUNTARY ElMAINTENANCE/PUMPING ❑BUILDING PERMIT ['HOME SALE ['COMPLAINT ❑OTHER:
A.
.::�rEOTOR SOIL LOGS COMMEN ONDITIONS
ir My Gyir•ty)
NO
RECORD DRAWING AND INSTALLATION REPORT
SOIL CODES: REQUIRED FOR FINAL APPROVAL.
V- •� - .• G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS
DATE APPLICATION EXPIRATION DATE P CATION APPRO D/ISSUED BY DATE
if
RSIGNATURE \A„ifci..,
2H
T S •' 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: I I"X 17"
PARCEL IDENTIFICATION I
Permit Number: SWG 20 -3-OO.3`) 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
❑Glendon Biofilter ❑ 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
❑Gravity 0 Pressure 0 Trench 0 Bed IY1 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? C '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 100 ft
Gravelless Chambers Required? 0 Yes VI No 0 Optional Diameter 1 in
Pump Required? El Yes 0 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 Elf Higher 0 Lower than Pump Shutoff Pump controls:Please check those required.
Capacity @ Total Pressure Head 12.7 gpm E!Timer rit lapse 130 ft If Timer: m , 57.65I r 'Event Counter
Calculated Total Pressure Head 1�
Comments
JUN 2 B 2023
c/AS IN COUNTY ENVIRONMENTAL HEALTH
JBW
DESIGN FORM—PAGE TWO Assessor's Parcel Number:2 2 0 2 0 — 7 5 — 0 0 1 9 0
. Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
Ei Test hole locations g Drainfield orientation and layout Reference depth from original grade:
` 0 Soil logs g Trench/bed dimensions and g Septic tank -
0 Property lines critical distances within layout g Drainfield cover
61 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:
Iii Measurements to cuts,banks,and locations li?f Laterals,trench/bed,top and
surface water and critical areas g Observation port location bottom
IZ Location and orientation of 0 Clean-out location 0 Curtain drain collector
curtain drain and all absorption Ei4 Manifold placement 0 Sand augmentation
components 0 Orifice placement Other cross-section detail:
ili Location and dimension of 0 Lateral placement with distance g Observation ports/clean-outs
b ., NI primary system and reserve area to edge of bed Other Information
fed Buildings
Y:" g Audible/visual alarm referenced Yes No
IZI Direction of slope indicator 21 Scale of drawin shown on scale g 0 Design staked out
g Waterlines A
P P R E D. r�Recorded Notices attached
• Roads,easements,driveways, ❑ [�Waivers)attached
parking g 0 Pump curve attached
J U N 28 2023
RINorth arrow and scale drawing
❑ g Evaluation of failure
.. shown on scale bar MASON COUNTY ENVIRONMENTAL HEALTH Non-residential justification
J B W ❑ lili Waste strength
❑ Ef Flow
DESIGN APPROVAL
" The undersigned designer must be notified by' taller at time of installation g Yes 0 No
VAIIIIIIICA , xt."-A-__ t,„ le, iscrzi
Signature of Des
Desigier 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:
(-
En ro i j' •l Health Specialist Date
CAUTION: DESIGN APPR VAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
✓ The design is stamped"Approved"by Mason County Public Health. 6 - 1 -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.
dated Date: 12/7/2015
1
I PPROVEID
��S•l I
JUN 2 8 2023
/v
i.,i 1 150' SHORELINE /MASON COUNTY ENVIRONMENTAL EALTH
I SETBACK / JBW
I
'ft;if------ 1 I
0 I /
/ I' 1k RESkRVE
+�.
I)RAIN4-IELD
�+ / w.
�- 41*A /
., .
I
+ , .
.\\ 1
+////,.:.1......••••••••••
/ PRIMARY EXPIRES / \ Altcc,� II
\`
i
/ I GRAINFIELD S9_
I POSSIBLE / f
���v l/ /
t<,
g IDSO .. TANKS/
ATIO4
. / /
"1 , I ,
� / y /
1 - \
\I
ei
f lN
/ \ vC //
• Li ��. / �� o/ POSSIBLE
\� / I u, ir WELL
T�
\,. I 1
>40 I \ I I �-,
I I -.
` N ,P
Ns'''.‘'N\
ti \ i-... c..i.-
/�lF�' ' I 154' SHORELINE /
'P,1 I \\ SETBACK �\II
/
` \ i
\ �
N
SCALE I:200 N
i \
INSTALLATION DESIGN ERSIGNOFF/ASBUILTFEE WILL I _—_ \
BE CHARGED AT TIME OF INSTALLATION
IF.— Cl(STOMER: PAUL BAILEY SCALE I:50 I '
PIONEER DI��ING, INC�• PARCEL# 22020 75 00190 TEST HOLE I: TEST HOLE 2: TEST HOLE 3:
ADDRESS: 591 E BIG SKOOKUM RD 0-20 SI LOAM 0-20 SI LOAM 0-20 SI LOAM
SEPTIC DESIGNS 20-60 MOTr 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 1 OF. O
I
GRASS COVER
100% RESERVE AREA ''''/w��'''''':''o''A'''''''/''''A
\
,i
\ NETAFIM
4
• ,w,,-a--4,,. ,,
\\ FEEDER &
\ RETURN LINES
\
\ AIR/VAC
\\ RELIEF
\ \ VALVE
, .3\
\ 1i-.0!- �f.-!%:�;
\ \\ WASHED I
\ \ ROCK
\ \
PRIMARY DRIPFIELD: \\ \\
16 057 FT \\
\\
4 HOOKUPS \ \
. 4 0 228 FT \\ \
912LNFT \ \
1824 SO FT \ \
\ \\
\
\
\ •
\ 0
\
\ AIR/VAC
IF, \ .- RELIEF VALVE
(---- o >!11 o \
___ NETAFIM \\\ 1" SCH. 40 FEEDER
FLEX PIPE AND RET - RN LINES
'I
.0. • yjE)
��$44
I KS ',:: .' I, ak,
0 o y JUN Z 8 2023 /���: '
°ARB FITTING �.= ,, �
MASON COUNTY ENVIRONMENTAL HEALTH ',$ • «,;, • •
J BW UMPIRES
�T CUSTOMER: PAUL BAILEY SCALE 1:10 ' '
PIONEER DI��IN�, 11 V C. PARCEL#:22020-75-00190 TEST HOLE L: TEST HOLE 2 TEST HOLE 3:
SEPTIC DESIGNS ADDRESS: 591 E BIG SKOOKUM RD 20-66O MO TT SI L 20-60 MOTET SI L 2o-o-601n LOAM
L
ik,13 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 ' OF (P
. ,
System Data Input Calculation Outputs
aloes Pr Day 4$0 Total System Information
App..Don An.Repwd(pun bits 1.711
Soo Loaaro Rate(Gallons/Sq.Ft.y Pr ay(GPOU /1N11 Tool Annul of&oine Ft.O.red(teal. 904
Total Nanbr of Emku.OP.Onpbd /0)
Ulan En~Flow Rao(3P011 0.a2 Zone Information
arlrs tan,wramre� 1
seta Fminr BpaWiO( ) 1a Amass of anlr.Pr Zono0..li 900
Flush Velooy OW 2 N.nwr of Smitten Per Ion. 000
Mnmm Nrnt r of Labn0A P.O Zoo 4
Mate..N,Mer of Lalonde Per Zoe: 4
Assunl lions 4
EssnWad Pwnp Flow RWIV(OPM) 117 Fkaro.r r.(.S Laterals on V,Vwu»e
.. kl.xnam Lupr of OaYae Loons Based on Hot Pte.w. 21a
3/ Flew Rate Per Zorn(GPMZ IS
Fla Protons ) Noon;Cap.uty of Dnpp.ao Per Zone((Mons) 120
Met Pr..u+.(PM of Mete 806 Mask.*Fbn RPparmiM to Accommodate Fluting Wood; IA
.
Row 44446 Sotwo.°SPA+.pwp 2 Holding Capacity of Piping
440dk3Cop.o1y(Ce11os)of&p9N Una a&ppfyd FLOG FMribldi 44
tame.of Zoo: 1 Md.;Capecey(Odor.pot Zero)of Sake 121
Itelarp Cop ((Wow of uppy Lire.Monad&and OrpO.Ani 111A
Hove Pr Day AWbrOos.tp u Wad Lou Data-losing&FWsningCycle
EMaspnCUM.front Pimp te Do..Mirk Oraal(ISO) 0 Pocono Lows pet 107(po)a Se0Pytin a Maned; 3.7
Vol.Ay(psi' 47
- Elslaaon CMG..Ion Dew Task Sep Foot OwO ID Friaan Loss In Soppy lint 49419900.r11o,de(pe). 37
Fncoon Lost in&pp)y In&Supply Mandolla(Foal o1 Wad) 11
'Jrpolol&pplyLam a&ppy a Ptah MarAo4da(1..0 100 AdatirM Pr.ssoe Regoed for Return Manta ern Piping b Tor*(psi` fit `
Add.oral Pr.awe R QWed br R.Un Wnbtl and PlpO$tl Tar/(Foot of loadt 23.1
TDN(Fait Dynamic KW)n Feel of Hood 130A
Typo of Rp.-Stpp0 Una&/Anton; PVC 80.40 Control Settings lnformaPon
Total Sy2m Risen.P.O Day(M.....Z 71
&s a&oPY4 Mmdoy P'p.pxlesj 1 Total RAOme Pr Zoo Pr ay(wnpwZ T1
TOA Swarm Dodry E..rb Pot Dar. 12
Pipe Roou400.Con ar; 120 throne Fot Sun Dom(/Grow). 1
01T Ssewan DowinO.Sams Zoo(sows lDmeal 0.1) 11
hide D0meor of P.p.0.9.4.a) 1.041
Miscellaneous Information
Wm.",of a4Dory Eon.Pr Ion; 12 Doer*Von,.Pr Easter Pr Dow(pa0Pr.Z 011
bolos Pr1Wk a Doors). 2/4
Vokm.of.S,ry0 Dose(O.la'a) 44.1
Pump Selection
Pump P.O.,Rwrg(GPM 12./
Save to File TO)1 Rawl Dyne,.Wad in Fon of He.dt 1301
Pmp Mended..,
Pino kbd.(
J
DRIPFIELD SPECIFICATIONS
REQUIRED DESIGNED
BEDROOM COUNT FOUR
DAILY FLOW(GPD) 480
DRAIN FIELD AREA REQUIRED(FTA2) 1350 1824
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 APpRovE
CONVERSION TO MINUTES(GPM) 6.384
HOOKUP/LATERALSD _
AI
TOTAL HOOKUPS/LATERALS 4 MA$( N�,Y Z 8 2023
FLOW RATE PER HOOKUP/LATERAL(GPM) 6.4 ���MENTgL HEALTH
TOTAL FLOW RATE FOR HOOKUPS/LATERALS(GPM)
TOTAL GPM(PUMP REQUIREMENTS)
PUMP FLOW RATING(GPM) 12.784 I `
DOSING SETTINGS ,$1 ••''.
TOTAL DOSES/CYCLES 24 �1 •
OPERATING CAPACITY(GPD) 360 ;,•a.4.• w^ati '
GALLONS PER CYCLE 15 /‘fk -- , / et
DRAINFIELD DISCHARGE RATE(EMITTER FLOW) 6.384 �1
ONTIME(MINUTES) 2.35 �14 6 . .., . .; : ``
OFF TIME(MINUTES) 57,65 EXPIRES
PIONEER DIGGINC INC. CUSTOMER: PAUL BAILEY
PARCEL#.22020-75-00190
SEPTIC DESIGNS ADDRESS: 591 E BIG SKOOKUM R.D
3083 E MA.k)N BENS ON R.D. GRAPEVIEW,WA 98546 DESIGNER: ROBERT PAYSSE
1 OFFICE 360.426-1803 FAX-360 427-2353 DESIGN PAGE 1 OF
DUAL PORT AERATOR
OPTIONAL IN GROUND BLOWER LOCATION
d'MFOV D 3 FT IO• LID VENT
FROM FOUNDATION� 24.CASTLID IN RISER W/ • • • • „
WATERTIGHT LID AND SCREWS
_ - '.'r'VC('Y7)—� _ : 0- •./2'PVC AIRLINE
$A NirARY TEE •- �+- .. •TT� GI \1 y l ' M AM::
2' OLDL:NG
•
1 ■• N REDUCERI. — r
INLET I I •_;� 1 OUTLET TC DRANFIELD
WATERTIGHT J l .i. \`1•PVC SLUDGE 7--1 J WATERTIGHT
FLEXIBLE FITTING 2•�- RETURN LINE ,—' `J FLEXIBLE FITTING
AA,fA
/ • DIGESTER CHAMBER CLARIFIER
•
2•PV:.J OPERATING CAPACITY 674 GAL CHAMBER
i
FLOOD CAPACITY 518 GALLONS V` ,,I zA.
TRASH CHAMBER ••
TANKS MUST BE .. OPERATING CAPACITY 463 GAL n
f•
iLOOD CAPACITY506 GALLONS ••�ON STATE DOH
APPROVED LIST f ✓ .•
OF SEWAGE .
TANKS • :A. : ;� ° ��\
DIAFVSER BARS(2) • /� �\
PARALLEL TO TANK WAIL
• O SLUDGE RETURN • I'
•Il
f;,...I.:.: •'.•• • • I
.:' ,V. 1 kli.),..,
PUMP TANKS :'r • .
OVER 1000 GAL. '•••: - - = r ' �!'�
REQUIRES TWO
ACCESS RISERS ; I '. •"`ly ,'\
To GRADE JUN 2 8 2023 PuR '"-= r
MASON COUNTY ENVIRONMENTAL HEALTH - 24"RIBBED RISERS
W/WATER TIGHT LIDS
JBW i
t I' • FINISHED GRADE
ELECTRICAL WORK DONE j ,.)
BY LICENSED ELECTRICIAN ,
.._r w i.
1 N
INLET .- UNION& BALL VALVE
Tii;..4
:i
WATER-TIGHT &?O GALLON WATERTIGHT kikCHECK VALVE
JOINTS ••
CONCRt/.PUMP TANK
(28.5 GAL./IN.)
''
USE TANKS FITTED HIGH WATER FLOAT FLO-INDUCER
_
W/CASEIN WATER
TIGHT FITTINGS FOR v II a
INLET/OUTLESAND ON/OFF FLOAT USE
CAST IN RISER •' USERUBBERRU GROMETS FOR
ADAPTERS TO PUMP: • TRANSPORT LINE
ENURE TIGHTNESS WATER AND ELECTRICAL
- • %.•.'" :.: ,�•:, , . . •.r..<.�•.�:.•;,,•:f•••�.�'' .. .. . ON RISERS, MAKE
SURE ALL HOLES
ARE WATER-TIGHT
CUSTOMER: PA
UL BAILEY SCALE NA ��
PIONEER DIGGING, INC. PARCEL# 22020 75-00190 INSTALL TANKS ON ORIGINAL OR
SEPTIC DESIGNS ADDRESS: 591E BIG KOOKUM RD COMPACTED LEVEL SOILS. RUN CROSS
CONNECTIONS INTO ORIGINAL SOILS TO
3083 E MASON BENSON RD. GRAPEVIEW,WA 98546 DESIGNER: ROBERT PAYSSE
CON AVOID I!LING.
OFFICE-360-426-1803 FAX-360-427-2353 DESIGN PAGE: �_OF
350 asp
111111111 111111111111111111011111111 Changing the Way the
`�`'
mn M111111�� i��i�iii�ni��iurii
_=� iLlil flhIIIflhhIhhIIhhII
liii!111111111 11111 1 11111
i 150 "loll 0 'iijIII Iiiiiill I ,, ,
i . -. 1111111 II
00 5 10
15 Net Discharge 20 25
30
� d � � APPROVED
0 .,.. •.: ,
JUN t 8 3021
MASON COUNTY ENVIRONMENTAL
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.
6. 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.
3.�Curlil 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 10ft 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 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.
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 ' alIctictinnbVelai ough Labor and
Industries.
17.The system owner/operator is responsible for the continuous operation ainte �ye Qf�� m.
jU1�
For User Manual and Owner Maintenance information, refer to Mason Cou is Health Homeow, 11�
Manual,which should be received by owner after installation approval MASON COUN' ENVIRONi+kl• �'I-,•i
1 � a
4.4
.
CUSTOMER: PAUL BAILEY • t
PIONEER DIGGING, INC :•
. PARCEL#:22020-75-00190
f`:. Roe H ' VssE '�
SEPTIC DESIGNS ADDRESS.. 591E BIG SKOOKUM RD 7
3083 E MASON BENSON R.D. GRAPEVIEW,WA 98546 DESIGNER: ROBERT PAYSSE EXPIRES
OFFICE-360-426-1803 FAX-360-427-2353 DESIGN PAGE (a OF co