HomeMy WebLinkAboutSWG2023-00460 - SWG Application / Design - 10/25/2023 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584
SHELTON:360-427-9670,EXT 400
J L 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: SWG2023-00460
APPLICANT BARNES DARREL E & SHERRIE C Phone:
Address: 2 WYNOOCHE TRACTS RD MONTESANO, WA 98563
OWNER BARNES DARREL E & SHERRIE C Phone:
Address: 2 WYNOOCHE TRACTS RD MONTESANO, WA 98563
SEPTIC DESIGNER Bob Paysse - Pioneer Digging Inc Phone: 360-426-1803
Address: 3083 E Mason Benson Road GRAPEVIEW, WA 98546
SEPTIC INSTALLER LOGAN SPEAR-Andrew Spear Phone: 360-427-4440
Construction
Address: 2000 W SHELTON VALLEY RD SHELTON, WA 98584
Site Address: 410 SE Sea der Hok Ln
Primary Parcel Number: 220203390050
Permit Description: 3-bedroom NuWater BNR500 system
Permit Submitted Date: 10/25/2023
Permit Issued Date: 11/15/2023
Issued By: David Anderson
Current Permit Fees Paid: $525.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 11/03/2026 (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.govlhealth/environmental/onsiteloss-inspection-request.php or call:
360-427-9670, extension 400.
r
OFFICIAL USE ONLY
DATE RECEIVED:
MASON COUNTY ID/ .,5 a-o 3
cn D
C Cl)
. COMMUNITY SERVICES AMOUNT RECEIVED:�� RECEIVED BY CO m
7 ���yyJJ 55 n� V)
Public Health(Community Health/Environmental Health) C N
360-417.9670.ext.400 or 360-275.4467,e.t.400 A
/ /% /, 415 N.6th Street Shelton,WA 98584 S` VG �a- /^)/\� ( o z (n
Y Y 1` !Yl/1 b
ON-SITE SEWAGE SYSTEM APPLICATION
D >
m n
APPLICANT P-0",;F m
DARREL BARNES z
MAILING ADDRESS-STREET.CITY STATE.ZIP CODE 3
2 WYNOOCHE TRACTS RD MONTESANO WA 98563 133
SITE ADDRESS-STREET.CITY.ZIP CODE Fs
410 SE SEA DER HOK LANE CI W `' ^ IN)
r
NAME OF DESIGNER PyONE
ROBERT H. PAYSSE OCT 2 5 2023 12'360-426-1803 I N
NAME OF INSTALLER PHONE 0 I c)
TBD BY: N I N
PERMIT TYPE(select One) DRINKING WATER SOURCE O
Pi-RESIDENTIAL OSS COMMUNITY OSS COMMERCIAL OSS ff PRIVATE INDIVIDUAL WELL b PRIVATE TWO-PARTY WELL Z I O
TYPE OF WORK(select one) PUBLIC WATER SYSTEM I
M-NEW CONSTRUCTION/UPGRADES n REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ❑ TABLE IX REPAIR I W
SUB00
MIMITTALS 0 SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE
It,r DESIGN FORM(REQUIRED) W SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE b I W
nWAIVER(S)(IF APPLICABLE) 3 5+ 0 ! co
Co
DIRECTIONS TO SITE AND SITE CONDITIONS(ex locked gate)
FROM SHELTON, HEAD OUT ARCADIA ROAD. FOLLOW TO LEFT ON SEA DER HOK I o
LANE. FOLLOW TO SHARP RIGHT AND ADDRESS, DRIVEWAY IS ON LEFT. SEE r I o
SITE PLAN. o
Peed yqte- (cc/e 10,
SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I 0
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE(FAILURE SOURCE(for reporting purposes)
❑VOLUNTARY 0 MAINTENANCE/PUMPING ❑BUILDING PERMIT ['HOME SALE ['COMPLAINT ❑OTHER:
INSPECTOR SOIL LOGS COMMENTS/CONDITIONS
itt1:p-3045‘ F 5tv uc,t4 F51.-
itIz : 0- 2d;; F5�
z(2-35 (c <,4 Fit
key, ctt 35" ‘--/ ''
i►t3'0- Z S" FsL
SOIL CODES: RECORD DRAIMNG AND INSTALLATION REPORT
V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL.
INSPECT NATURE DATE APPLICATION EXPIRATION DATE APPLICATIO PROVED/ISSUED BY DATE
///3) ?3 1/ (37776- /l((S7 za73.
THIS O MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12/7/2015
30
r
DESIGN FORM—PAGE ONE Assessor's Parcel Number: 2 2 0 2 0 — 3 3 — 9 0 0 5 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
Permit Number: SWG a.( 3)_ 004 6(0 Designer's Name: ROBERT H.PAYSSE
Applicant's Name: DARREL BARNES Designer's Phone Number: 360-426-1803
Mailing Address: 2 WYNOOCHE TRACTS RD °gaiV °� 3083 E MASON BENSON RD
MONTESANO WA 98563 GRAPEVIEW WA 98546
City State Zip a OCT 25 2023 B City State Zip
DESIGN PARAMETERS
TreaVientDeviee•
❑Glendon Biofilter 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter,Type:
licAerobic Unit Make/Model NUWTER BNR750 0 Disinfection Unit Make/Model Other:
Drainfield Type
❑Gravity 0 Pressure 0 Trench 0 Bed Qf Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 3 l Schedule/Class NETAFIM
Daily Flow:Operating Capacity 270 gpd Length 144 ft
Daily Flow:Design Flow 360 "gpd/ Diameter 0.5 in
Septic Tank Capacity(working) BNR500 gal Number 5
Receiving Soil Type(1-6) 4-5 ./ Separation 1.5 ft
Receiving Soil Appl.Rate 0.4 gpdift2 Orifices
Required Primary Area 1080 ft2 I Total Number of Orifices 720 EMITTERS —
Designed Primary Area 1080 ft2 Diameter 0.42 GPH in
Designed Reserve Area 1440 ft2/ Spacing 12 in
Trench/Bed Width 30 ft / Manifold
Trench/Bed Length 36 ft / Schedule/Class SCH.40 i
Elevation Measurements Length 275 ft
Original Drainfield Area Slope 10 % Diameter 1.25 in
New Slope,If Altered 10 % Preferred manifold configuration used? i '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 c
Designed Vertical Separation 12+ in/ Length 275 ft
Gravelless Chambers Required? 0 Yes l 1 No 0 Optional Diameter 1.25 in
Pump Required? lif Yes 0 No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 12
Diff.in Elevation Between Pump&Uppermost Orifice 20 ft Dose quantity 22.5 gal '/
Drainfield Squirt Height/Selected Residual(head) NA ft Chamber Capacity(flood) 1500 gal /
Uppermost Orifice i I Higher 0 Lower than Pump Shutoff Pump controls:Please check those required.
Capacity @ Total Pressure Head 13 gpm lifTimer G "Elapse Meter l 'Event Counter
Calculated Total Pressure Head 107 ft If Timer: Pump on 6 ,Pump off 1 HR 54 MIN l
Comments N , y a _..` ' '
NOV 1 5 2023
MASON COUNTY ENVIRONMENTAL HEALTH
DJA
umb
1 c),t013
0 DI; F —PAGE TWO Assessor's Parcel Number:2 2 0 2 0 -- 3 3 -- 9 0 0 5 0
RAG
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
Eil Test hole locations Q( Drainfield orientation and layout Reference depth from original grade:
Ei Soil logs g Trench/bed dimensions and t Septic tank
g Property lines critical distances within layout Z Drainfield cover
FZ1 Existingand proposed wells C� D-Box/Valve box locations
P P Reference depth from original grade
within 100 ft of property g Septic tank/pump chamber and restrictive strata:
RI Measurements to cuts, banks,and locations Gd Laterals,trench bed,top and
surface water and critical areas g Observation port location bottom
EZi Location and orientation of L Clean-out location 0 Curtain drain collector
curtain drain and all absorption g Manifold placement 0 Sand augmentation
components QJ Orifice placement Other cross-section detail:
Location and dimension of g Lateral placement with distance g Observation ports/clean-outs
primary system and reserve area to edge of bed
WI Buildings Other Information
91 Audible/visual alarm referenced Yes No
6-6 Direction of slope indicator g Scale of drawing shown on scale g g ❑ Design staked out
Waterlines bar 0 g Recorded Notices attached
66 Roads,easements,driveways, 0 g Waiver(s)attached
parking g 0 Pump curve attached
North arrow and scale drawing ❑ g Evaluation of failure
shown on scale bar Non-residential justification
O gl Waste strength
O g Flow
DESIGN APPROVAL
The undersigned designer must be notified by installer at time of installation i Yes 0 No
11
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 r lations:
// //.5/ZZ 3 _., ohs.;k_
No
Environmental Health Specialist Date /,.,,,, ^^ V 1 5 2023
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITI(��t94ph„6-1,,,L/,
✓ The design is stamped"Approved"by Mason County Public Health. ( � / 3 (z a��
✓ 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
4
I
r
/
HAMMERSLEY INLET
I
I APPROX. SHORELINE I
1
I $4
22020-33-90050
22020-33-90090 r� F
1 • o vmsh.;, _
•
•
I g•.' ,
AO
$Q,�_. FO T N31D AYSSE ,'
I I EXPIRES
I
I NUWATER &
I PUMP TANK &
I
---
HEADWORKS I
/I'
I
/ / I FUTURE \ __,\
TRANSPORT&
iHOME
/ LOCATION \\ • / I RETURN LINE
I
t I I P"e
I
FUTURE WELL 1 / ` i Mgso NOV /5 ZO?
/ -COUN 3
/ i r eNVIR0A„
PRIMARY AREA
(1080 SOFT)
I
I APPROX. RESERVE AREA
DRIVEWAY I (1440 SOFT)
I \ I -
Tom%
I
I
SEA DER HOK LN
AN ASBUILT/INSTALL SIGNOFF FEE WILL
BE CHARGED AT TIME OF INSTALLATION
PIONEER DIGGING, INC. CUSTOMER: 20- R 9.BARNES I EST HOLE I: TEST HOLE 2: TEST HOLE 3:
PARCEL# 22020-33 0050 `'30(NMI 0-26 C:SLiSI1. 0-23 GAiS11.
30+CI_\1 26+C:L..-\1 23+CLAY
SEI'I IC DESIGNS ADDRFSS: 410 SE SEA DER HOK LN ROOI 30 ROOI S 26 ROOI 23
3083 E MASON BENSON RD. GRAPEVIE\\',WA 98546 DESIGNER: ROBERT H.PAYSSE Pl'SATSSORSURVEYS.FiIELLDMEASUREMENTSANDA SURVEY. COUNTiYGISE o�GN�NTEENDEOFORSEPTIC
OFFICE•360-426-1803 FAX-360-427 2353 SHEET: SITE PLAN SCALE 1"=70' PURPOSES ONLY. PROPOSED DEVELOPMENT MAYBE SUBJECT TO OTHER
UEPARTMEMIAGENCY REVIEW DESIGNER NOT RESPONSIBLE FOR SETBACKS UNRELATED TO
SEPTIC COMPONENTS.
lirrlr■r
AN ASBUILT/INSTALL SIGNOFF FEE WILL
BE CHARGED AT TIME OF INSTALLATION
I
I
t ..---7---------- 50'
^ a--
1 I I , I I I ■��'
1111111111111 , I • I11 I
III1j111111I11jIi11I
1 1 1 1 1 1 11 1 1 1 1 1 II 1 I1 1 1 1 11 1
11 1 , 11111
1 ' ' i I I I f 1 I 1 1 I I 1 1 1
11111f1I111111111j1I
1 1 1 A
I1 1 I I 1 1 I I 1 1 1 I I 1 1
I I ' ' 1 1 1 1 1 I 1 I
1 1 , 111 1 1 1 , 1 II
1
1 1I I I I 1 ' 1 I 1 I ' I I 1
1 , 1 i 1 1 , 1 1 1 I 1 1 1 1 , 1 1 1 1
11j1j11I1111j1111111
I , , 1 I I / I 1 I , , I 1 I , 1 1 I
11 1 1 ' 1 I / I 1 1 1 1 I / I I 1 1
1 1 1 1 1 1 ' i I 1 I , I , , 1 , , 1
1 I 1 1 I ; j 1 f 1 1 1 1 f I 1 I 1 1 PRIMARY DRIPFIELD
1 1 1 ; 1 f 1 I 1 1 1 f 1 1 1 1 1 1 1 1080 SQFT/720 LNFT
1 1 11 II (20) C� 36 FT/(5) 144 FT
II 1 1 I , I I 1 I , 1 I I I 1 I 1 1
11 1 1 I , , 1 1 I , , 1 I I , , I I
1I 1 � 1 � I I,I /h � �
11 1 I I 1 I I 1 1 1 I I 1 1 1 1 1 1 1
IIIii' f1� 11111111f1111
__111 , 11111111III
I I I ' 1
_____, /fig I °"'YN
NOV15 ?023
V 0p�1 ND E,vV1,40N�;1FNTq
DJA L HEALTh'
1
I
'frj4••L
rks OEv�
[.....—_____________________
5:C031T J
40
! 61 RCEETST H RAYSSE
I B 1'F
EXPIRES
1
1
PIONEER DICING, INC. CUSTOMER: DARREL BARNES PARCEL# 22020 33 90050 TEST HOLE I: TEST HOLE 2 TEST23C v/S HOLE 3:
(1.30 CS12 I.L (}26 GS1 S 1. (} l.t.
30+GAY )6+CIA) 23+C'1AY
SEPTIC Dl_SIGNS ADDRESS: 410 SE SEA DER HOK LN RO I:<-'310 R)Oi -26 ROOTS-23
DESIGNER: ROBERT H.PAYSSE D SCLA MER THIS IS NOT A SURVEY.REFERENCES INCLUDE'APPLICANT COUNTY PROV DED '
3083 E:1IASON BENSON RD. GRAPEVIEW,WA 9R54C ry ATSORSUPURYS.FIELD MEASVREMENTSAK000UNTYOOIS DESK3NINTENDEDFORSEPTC
EL
OFFICE-36(}426-1803 FAX-360-427-2353 SHEET: DF DETAIL SCALE: 1S=10 PURPOSES ONLY PROPOSED DEVNOT R COUNTY
Al4r BE SVA ECT TO TED
CEPARTMENTIAGENCY REVIEW DESIGNER NOT RESPONSIBLE FOR SETBACKS UNRELATED IC
SEPTIC COMPONENTS.
DRIPLINE
6"-8" INSTALL
DEPTH
0 0
•-4����������i�%� �%�i��.������.�������.��� �%�����-•• ••••• FLEX TUBING
ir=117T
0 0
PRIPLINE
a
\- 1'/SCH. 40 " -fit
NOV 15 2023
6" ICV BOX TO AIR/VAC �r'gS�A'CouNTyEN�
I ENVIRONMENTAL
FIN. GRADE RELIEF VALVE p�q NTALHEALTH
0I H D Fowler Company
Continuous Flush Headwork
Quality Performance, Long-Life and
Reliable Onsite Effluent Control
Oli
NI Applications: -- r aJ
. • Onsite wastewater drip dispersal systems t:
Reuse apdkcations including municipaly
e treated effluent designated for imgation and
N'. �rt„_�, iA,.•ro_ �. other disinfected and non-disinfected water .
.RI'" --v-a j�{t wes� •
sources 4.
,yet',. 3 •t /e•.• t • In a treatment system such as an
��!a °S i. A ,'4,:0,4. -•- �r r
i•a�t..••% r fi ,WeVA • intermittent sand fitter a mound system ` •
{i i A�t �Tettli. •jam 04 • Rainwater harvesting systems
{�.•tom i�430 t%i,•�.� • Greywater systems
��.I+ti%�{�1:��� ��t�i.%ti • Wherever effective removal of debris is /
�tl{��•�%�'���� ��yei{ �tli� required ���_��
• Typically irntaled downstream of treatment .,......-
process when used web onstte effluent
• Can be used with domestic strength septic
tank effluent with proper design and
Operation The PUHEADWORKS4 Cams
Standard in a 24"Riser
0+ r
. 'ti
+ ..„..... •
j ik•,74 e óNETAFIM
. . GROW MORE WITH LESS
$ e . ROBERT M11PAYSSE
.0 •i 41._Cal.
EXPIRES
AN ASBUILT/INSTALL SIGNOFF FEE WILL
BE CHARGED AT TIME OF INSTALLATION
PIONEER DIGGING, INC. PAC o o- 5A NES
SEPTIC DESIGNS ADDRESS: 410 SE SEA DER HOK LN
3083 E MASON BENSON RD. GRAPEVIEW,WA 98546 DESIGNER: ROBERT H.PAYSSE DISCLAPLATS OR evens FIELDMEASUREMENTTSANoccoNNTY INCLUDE DESIGN INTENDED roe PROVIDED
OFFICE-360 426-1803 FAX-360-427-2353 PURPOSES ONLY. PROPOSED DEVELOPMENT RENT IMY OR SUBJECT RETO OTHER
�HFF.T: DRIP DETAILS SCALE NA SEPT C CCm.04ENCY REVIEW DESIGNER NOT RESPONSiB E FOR SETBACKS UNRELATED TC
SEPT C CCM�O`lEN7S.
DUAL PORT AERATOR
l•CLEANOVT3r- /SLID VENT OPTIONAL IN GROUND BLOWER LOCATION
FROM FOUNDATCr: ' 2l•CAST IN RISER V. /
WATERTIGHT LID AND SCREY.S
I` F.-
= n•77- 77
` -+'i2'PVC AIRLINE
SANITARY TEE ` •� �. ''� _
`
l \ Ill; I I 2.CCDDLICNECR
•Yl /
•1..
NST C
.� I
_ _ 1 OUTLET TO DRAINfIELD
WATERTIGHT `I-PVCSLVDCE T� J \
FLEXIBLE FITTING :'TEE RETURN LINE `J `YJATERTIGHT
• FLEXIBLE FITTING
hAFFLE / A'
2.PVC�/ DIGESTERCHAMDER
�s• OPERATING CAPACIN 474 CAL C�.+-N6ER
• FLOOD CAPACITY SIB GALLONS ';=�• /•� _
al
TANKS MUST BE ,.• TRASH CHAMSER
p v il�� P•
v i
ODERATNG CAPACITY 865 GAL 1. RC' ��1:-..:-
.
FLOODCAPACITY SCAGALLCN"S ON STATE DOH • _'APPROVED LIST NOV 1 5 �313
OF SEWAGE N!/INATERBNRSA'7TANKS • ° ° • V,Rff��'r• • • DI�MER BARf(2) •• YEN ! l./171TI:tY Jr1- • PARALLEL TO TANK MALL •:•. DJ4
PUMP TANKS OVER ° sLI DGERETVRa •
1000 GAL. REQUIRES A ' • • O. . •'' USE RUBBER
TWO ACCESS RISERS • •
GROMETS FOR
•
TO GRADE
'',_::Ii :� ,. , ';..a. :. '. :' :.. .-• ... " TRANSPORT LINE
. - - - • AND ELECTRICAL
ON RISERS. MAKE
PUMP TANKS SURE ALL HOLES
LOCATED AT HIGHER
ARE WATER-TIGHT
ELEVATION THAN f- NUWATER CONTROL PANEL
DRAIN FIELD MUST 24'RIBBED RISERS
HAVE ANTI-SIPHON I W/WATER TIGHT LIDS
DEVICE INSTALLED. I
i At a FINISHED GRADE
ELE:.TRI,;A_V L'RK x'f:L
L'...ENSE�ELECTP.IAN TRANSPORT LINE
tLEI.i V;AL:OWL] I QD E
-- J
INLET n ki UNION& BALL VALVE
1 n HT CHECK VALVE
WATER-TIGHT >500 GALLON WATER G
JOINTS CONCRETEPUMP TANK
(28.5 GAL./IN.)
HIGH WATER FLOAT •.,Ef ,.
FLO-INDUCER
!� ON/OFF FLOAT n USE TANKS FITTED
`!! ` ? : W/CAST IN WATER
• y � TIGHT FITTINGS FOR
•N PUMP: ORENCO PF ( INLET/OUTLESAND
e-- ♦.. : �, • I:1 CAST IN RISER
• - .,•f:-,•' ADAPTERS TO
! �..Roe •E *°+"wrssl =5' ': * _ ENSURE WATER
A . "f:4,0, TIGHTNESS
Em•isES
CUSTOMER: DARREL BARNES SCALE NA
PIONEER DIGGING, INC. PARCEL# 22020 334)0050 INSTALL TANKS ON ORIGINAL OR
SEPTIC DESIGNS ADDRESS: 410 SE SEA DER HOK LN COMPACTED LEVEL SOILS. RUN CROSS
3083 E MASON BENSON RD. GRAPEVIEW,WA 08540 DESIGNER: ROBERT H.PAYSSE CONNECTIONS INTO ORIGINAL SOILS TO
OFFICE-360-426-1803 FAX-360-427-2353 DESIGN PAGE TANKS DETAIL AVOID SETTLING.
DRIPFIELD SPECIFICATIONS �1
�.reneo Technical Data Sheet
REQUIRED DESIGNED ..
BEDROOM COUNT THREE PF-Series�Slubmersible Effluent Pumps:
DAILY FLOW(GPD) 360 1-Phase,60-Hz,4-inch (100-mm)
DRAINFIELD AREA REQUIRED(FTA2) 1080 1080
LINEAR FEET REQUIRED(FT) 720 720
EMITTER COUNT 7205 7201.5 .LIIIIIIIIIIMI
■■ ■ PF20 Series,60 Hz,0.5-1.5 hp
DESIGNED SPACING OFDRIPLINES(FT) 1.5 1.5 EMITTER FLOW350EMITTER FLOW RATE(GPH) 0.42 .al ��.■■■■■■.■TOTAL EMITTER FLOW RATE(GPH) 302.4 a �I1 q ,.■II.■■■■■.■■■
CONVERSION TO MINUTES(GPM) 5.04
HOOKUP/LATERALS 2.1 PF2D10 NAM us.....
TOTAL HOOKUPS/LATERALS 5 a ,� .��■�••■■
FLOW RATE PER HOOKUP/LATERAL(GPM) 1.6 to 200�■■■��,•�■••■
fi �
TOTAL FLOW RATE FOR HOOKUPS/LATERALS(GPM) 8 f, PF2005 1■� „'■
TOTAL GPM(PUMP REQUIREMENTS) 150 ��®■�.,�..
PUMP FLOW RATING(GPM) 13.04 ■.■111',.■01■■
DOSING SETTINGS 10 III
0 .■.■..,,u.m
TOTAL DOSES/CYCLES 12 ip s■■.■...i ■■
OPERATING CAPACITY(GPD) 270 50 ..■■■■■■.us■■
GALLONS PER CYCLE 22.5 IIIIIIIUIIIIIIIM
DRAINFIELD DISCHARGE RATE(EMITTER FLOW) 5.04 0
ON TIME(MINUTES) 6 0 5 10 15 20 25 30 35 40
OFF TIME(1HR+MINUTES) 54 Flow in gallons per minute(gpm)
System Data Input Calculation Outputs
Gabors Per Day 360 Total System Information
Appicalion Area Required(square leap 1,000
Soil Loading Rate(Gallons J Sq.Ft.!Per Day(GPDjj 0.3334 Total Amount of&One°Required(feet 720
Total Number of Emitters in toe Dn pfield 720
Select Emitter Flow Rate(GPi- 0.42
Zone Information
Select Earlier Spacing(inches) 12 Number of Zones 1
Amount of Biotin'Per Zone(feet 720
Flush Velocity(fps) 2 Number of Emners Per Zone 720
Minimum Number of Laterals Per Zone 2
Assum.tions Maximum Number of Laterals Per Zone 5
Esbmated Pump Flow Rating(GPM) 12.1 Number of Laterals That MAI be Used
Mazrtwm Length of&ohne°Laterals Based on Het Pressure 221
Het Pressure(psi) 25 Flow Rate Per Zone(GPM; 5.0
Holding Capacity of Drippenine Per Zone(Gallons) 9.6
Het Pressure(Feet of Head) 57.8 Additional Flow Requrernen to Acccmnrodale Flushing Vebcit 8.0
Row Spacing Between Dnpines(feet) 1.6 Holding Capacity of Piping
Holding Capacity((Talons)of Supply Line&Supply&Flush Manbtls 21.4
Number of Zones 1 Holding Capacity(Galors per Zone)of Biohne 9.6
Holing Capacity(Gakors)of Supply Line,Manifolds and Dnppenine 30.9
Fours Per Day to Use for Dosug 24 .
Head Loss Data-Dosing&Flushing Cycle
Elevation Change from Puna to Dose Tank Outlet(feel) 5 Fnction Loss per 100'(psi.in Supply Line&Manifolds 1.0
Velocity(tps) 2.6
Elevation Change from Dose Tank to Drip Field(feet) 16 Fnction Loss in Supply Line&Supply Manifolds(psi) 2)
Fnehon Loss or Supply Line&Supply Manifolds(Feet of Heads 6.6
Length of Supply Line&Supply&Flush Man,rol as(feel) 275 Additional Pressure Required for Return Manifold and Piping to Tank(psi)
Additional Pressure Required for Return Manifold and Piping to Tank(Feet of Head) 23.1
TDH(Total Dynamic Head)in Feel of Head 107A
Type of Pipe-Suppy Line 8 Manifolds Control Settings Information
Total System Rorie me Per Day(Mimes) 71
Size of Supply 5 Manifold Pipe(ines) Total Runtime Per Zone Per Day(Minuses) 71
Total System Dosing Everts Per Da Z 24
Pipe Roughness Constare 150 Rutime For EaGi Dose(Mimes) 3
Off Time Between Doses in the Same Zone(Roos to nearest 0.1) 1.0
Inside Diameter of Pipe(inches) 1.33
Miscellaneous Information
Number of Daiy Dosing Evens Per Zone:. ' Dosing Vokrne Pe'Enure,Per Dose(gallons, 0.02
k Ines Per Week of Dosing. 3.74
Vokrne of Single Dose(gallons) 15.1
ito.'d 1 C. 11k t"?a PumpSelection
-4�Miv� +� 4L.ria Pump Flow Rating(GPM) 13.0
Save to File 3DH(Total Operate Head itt Feel ot Head)' 107A
Pump ManufakW
cturerNOV 15 2U23 Pang
MASON COUNTY LNV!R3Ni.'VENT HEALTH
e Cyh
PIONEER DIGGINC, CUSTOMER: DARREL BARNES
PARCEL�:22020-33-90050 � �, w 3,,.:s y`.
e•
-
s. ''
SEPTIC DESIGNS ADDRESS: 410 SE SEA DER HOK LN •
s1co3,7
0i* ROBEtiT H DAYSSE <%
3083 E MASON BENSON R.D. GRAPEVIEW,WA 98546 DESIGNER: ROBERT H.PAYSSE t^ 'rI•F.
OFFICE-360-426-1803 FAX-360-427-2353IR
I(ITT: CALLS SCALE NA EXPIRES
, fnstdlyation & 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 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 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 a 1
away from lids and other septic maintenance points. • 4,,,
15. Changes made at time of installation may impact designer calculations, pump sizing,and �4 \� !f)V 15 2023
compliance w/county and state requirements. Contact designer prior to install w/any _Z
ro osed variations from design. Changes mayresult in additional fees andpermitting. "r,!
p p g g
PIONEER DIGGING, INC. CUSTOMER: DARREL BARNES
PARCEL#:22020-33-90050 •Ic 5100317 ,
ROBERTN RAYESE t�•�
SEPTIC DESIGNS ADDRESS: 410 SE SEA DER HOK LN i•-•
3083 E MASON BENSON RD. GRAPEVIEW,WA 98546 DESIGNER: ROBERT H.PAYSSE EXPIRES
OFFICE-360-426-1803 FAX-360-427-2353 SI Iii T-: NOTES SCALE NA