HomeMy WebLinkAboutSWG2023-00360 - SWG Application / Design - 8/28/2023 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584
SHELTON: 360-427-9670,EXT 400
I. BELFAIR:360-275-4467,EXT 400
,_----i Public Health & Human Services ELMA:360-482-5269, EXT 400
FAX:360-427-7787
On-Site Sewage System Permit: SWG2023-00360
APPLICANT LARSON ET AL TRAVIS J Phone:
Address: PO Box 726 PORT ORCHARD, WA 98366
OWNER LARSON ET AL TRAVIS J Phone:
Address: PO Box 726 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: 321 E Parkway Blvd
Primary Parcel Number: 320215802004
Permit Description: 3-bedroom NuWater BNR500 system w/ sub-surface drip
Permit Submitted Date: 08/28/2023
Permit Issued Date: 09/28/2023
Issued By: David Anderson
Current Permit Fees Paid: $525.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 09/28/2026 (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.gov/health/environmental/onsiteloss-inspection-request.php or call:
360-427-9670, extension 400.
OFFICIAL USE ONLY
DATE RECEIVED-
MASON COUNTY Oli
COMMUNITY SERVICES a cn >
c M
AMOUsaE� S RECE r11
g cn
Public Health(Community Health/Environmental Health) �� -�lGo kg cn
475 N.6M Street.Shelton WA 98584 SWGV
Z cn
ON-SITE SEWAGE SYSTEM APPLICATION D
E c)
m m
APPLICANT PHONE r
TRAVIS LARSON = zc
MAILING ADDRESS-STREET CITY,STATE,ZIP CODE g
PO BOX 726 PORT ORCHARD WA 9836621 0 co
SITE ADDRESS-STREET.CITY,ZIP CODE
PARKWAY
?i
BLVD SHELTON WA 98584 I (''
NAME OF DESIGNER PHONE m
-
ROBERT H. PAYSSE 360-426-1803 I N.)
NAME OF INSTALLER PHONE a I CD
TBD R
-
PERMIT TYPE(select One))
DRINKING WATER SOURCE N
Pr RESIDENTIAL OSS COMMUNITY OSS II..1 COMMERCIAL OSS I6p PRIVATE INDIVIDUAL WELL 6 PRIVATE TWO-PARTY WELL Z
TYPE OF WORK(select one) Ha PUBLIC WATER SYSTEM SHORECREST
t
V NEW CONSTRUCTION/UPGRADES 6 REPAIR/REPLACEMENT OTHER DETAILS(select all hat apply) ❑ TABLE IX REPAIR Cn
SUBMITTALS ❑ SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINEto 1
DESIGN FORM(REQUIRED) VSEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE Q I co
6WAIVER(S)(IF APPLICABLE) 3 0.19 0 t
I 0
DIRECTIONS TO SITE AND SITE CONDITIONS:(en.locked gate)
NORTH HWY 3. RIGHT ON AGATE ROAD. RIGHT ON CRESTVIEW DR. FOLLOW N I N
INTO SHORECREST COMMUNITY. TURN LEFT ON PARKWAY BLVD AND CONTINUE r
TO SITE ADDRESS 321(JUST PAST PANORAMA DR) AND PDI SIGN ON LEFT. o 0
.A
Ic)
SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS.
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE/FAILURE SOURCE(for reporting purposes)
❑VOLUNTARY ❑MAINTENANCE/PUMPING ❑BUILDING PERMIT El HOME SALE ❑COMPLAINT Ell OTHER
INSPECTOR SOIL LOGS COMMENTS/CONDITIONS
_ tr
1
�`
Toz- 0- zZ (15 L AUGAUG282023
ps - q / 72 ' / MI) Lt3Y
RECORD DRAWING AND INSTALLATION REPORT
SOIL CODES:
V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL.
INSPECT IGNATURE DATE APPLICATION EXPIRATION DATE APPLY."1 APPROVED/ISSUED BY DATE
1/?z/? z V /�1z6 (ZFM6
THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 128/2015
DESIGN FORM—PAGE ONE Assessor's Parcel Number: 3 2 0 2 1 — 5 8 — 0 2 0 0 4
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"
'7 /PARCEL IDENTIFICATION
Permit Number: SWG Li/? -00 36 V Designer's Name: ROBERT H. PAYSSE
TRAVIS LARSON Desi ner's Phone Number: 360-426-1803
Applicant's Name: g
PO BOX 726 Desi ner's Address: 3083 E MASON BENSON RD
Mailing Address: g
PT.ORCHARD WA 98366 GRAPEVIEW WA 98546
City State Zip City State Zip
DESIGN PARAMETERS
Treatment Device
❑Glendon Biofiltcr 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter,Type:
'Aerobic Unit Make/Model NUWTER BNR500 ❑Disinfection Unit Make/Model Other:
Drainfield Type
❑Gravity 0 Pressure 0 Trench 0 Bed el Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 3 Schedule/Class NETAFIM
Daily Flow:Operating Capacity 270 gpd Length 116 ft
Daily Flow:Design Flow 360 gpd Diameter 0.5 in
Septic Tank Capacity(working) BNR500 gal Number 4
Receiving Soil Type(1-6) 4 Separation 1.5 ft
Receiving Soil Appl.Rate 0.6 gpd/ft2 Orifices
Required Primary Area 675 ft2 Total Number of Orifices 464 EMITTERS
Designed Primary Area 681 ft2 Diameter 0.42 GPH in
Designed Reserve Area 913 ft2 Spacing 12 in
Trench/Bed Width 29 ft Manifold
Trench/Bed Length 23.5 ft Schedule/Class SCH.40
Elevation Measurements Length 24 ft
Original Drainfield Area Slope 11 % Diameter 1 in
New Slope,If Altered 11 % Preferred manifold configuration used? rifYes 0 No
Depth of Excavation Up-slope 6-7 in Transport Pipe
from Original Grade Down-slope 6-7 in Schedule/Class SCH.40
Designed Vertical Separation 12+ in Length <50 ft
Gravelless Chambers Required? 0 Yes I No 0 Optional Diameter 1 in
Pump Required? Et Yes 0 No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 24
Diff. in Elevation Between Pump&Uppermost Orifice 15 ft Dose quantity 11.25 gal
Drainfield Squirt Height/Selected Residual(head) - ft Chamber Capacity(flood) 1500 gal
Uppermost Orifice el Higher 0 Lower than Pump Shutoff Pump controls:Please check those required.
Capacity @ Total Pressure Head 9.6 gpm I 'Timer 'Elapse Meter ligEvent Counter
Calculated Total Pressure Head 100 ft If Timer: Pump on 5 MIN ,Pump off 55 MIN
Comments APPROVED
SEP 2 8 2023
MASON COUNTY ENVIRONMENTAL HEALTH
DJA
roir
DESIGN FORM—PAGE TWO Assessor's Parcel Number: 3 2 0 2 1 — 5 8 -- 0 2 0 0 4
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
Iii Test hole locations 0 Drainfield orientation and layout Reference depth from original grade:
21 Soil logs 21 Trench/bed dimensions and 21 Septic tank
21 Property lines critical distances within layout Ig Drainfield cover
Ed Existing and proposed wells 21 D-Box/Valve box locations Reference depth from original grade
within 100 ft of property 21 Septic tank/pump chamber and restrictive strata:
Ird Measurements to cuts, banks,and locations g Laterals,trench/bed,top and
surface water and critical areas 21 Observation port location bottom
12i Location and orientation of 2 Clean-out location 0 Curtain drain collector
curtain drain and all absorption 21 Manifold placement 0 Sand augmentation
components 111 Orifice placement Other cross-section detail:
6Q Location and dimension of Lateral placement with distance 21 Observation ports/clean-outs
primary system and reserve area to edge of bed Other Information
21 Buildings 21 Audible/visual alarm referenced Yes No
Fii Direction of slope indicator 21 Scale of drawing shown on scale d 0 Design staked out
Ed Waterlines bar 0 21 Recorded Notices attached
21 Roads,easements,driveways, 0 11 Waiver(s)attached
parking 21 0 Pump curve attached
21 North arrow and scale drawing 0 21 Evaluation of failure
shown on scale bar Non-residential justification
❑ 56 Waste strength
❑ 21 Flow
DESIGN APPROVAL
The undersigned designer must be notified by installer at time of installation 21 Yes 0 No
c?.dw
lz3
Signature of Des Sgner ��/" Date
The undersigned has reviewed this design on behalf of Mason County Public Health and deReo
compliance with state and local on-si egulations: G� VET)
14/ - lZ F/202 SEP Z
Environmental Health Specialist Dat&ASQNCO
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING COND Tf NI �VI�ENTA�HE14L
✓ The design is stamped"Approved"by Mason County Public Health. 797Z7/?i07‘
✓ 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
„t _ _ :
PARKWAY BLVD
- - MIL - - - -
7
I 1 N
I I
FUTURE WATERLINE / ,
10FT + FROM ALL
OSS COMPONENTS
& LINES I
I I
APPROX.
PROPOSED TANKS I FUTURE I
NUWATER BNR500 1 HOME I
1500 PUMP TANK LOCATION
C/O
I
-ctp O ` I
L-O
0
11 0 L
10'BLD SETBACK
PRIMARY DRIP AREA I " rN CS "° I
681 SQFT/ 464 LNFT I
Z
A N
I I
I T
A V , J 4-1 V J v tJ
+ :\
': I 55 _
r I —
'� APPROVED RESERVE AREA
of -a: :: . . 913 SQFT
'Oi ROBECS1CO3RiYSSE �� SEP 2 R 2023
EXPIRES MASON COUNTY ENVIRONMENTAL HEALTH
AN ASBUILTI INSTALL SIGNOFF FEE WILL DJA
BE CHARGED AT TIME OF INSTALLATION
PIONEER DIGGING, INC.
CUSTOMER: TRAMS CARBON TEST HOLE I: TEST HOLE 2:
PARCEL#:3202158-02004 0-+gnu. 14 TILL
SEPTIC DESIGNS ADDRFSS: XXX PARKWAY BLVD ItOJT:S @ 19 ROOTS @ 22
gSCLAIMER:THIS IS NOT A SURVEY.REFERENCES INCLUDE APPLICANT/COUNTY PROVIDED
3083 E MA:-ON BENSON RD. GRMEVIEW,WA 98�4< DESIGNER: ROBERT H.PAYSSE ,IATSORSURVEYS FED MEASSJREVENTS UM)CO(*STY GO DESIGN INTENDED FOR SEPTIC
OFFICE-360-426.1803 FAX-36(}427-2353 SHEET: 20' PURPOSES ONLYE VIEW PROPOSED DEVELOPMENT MAY BE SUBJECT TO OTHTO
SITE PLAN SCALE 1"= SEPTIC CEMPNENGY RENEW DESIGNER NOT RESPONSIBLE FOR SETBACKS UNRELATED TO
i _SEPTIC COMPONENTS
I
T
AN ASBUILT/INSTALL SIGNOFF FEE WILL
BE CHARGED AT TIME OF INSTALLATION
1 NUWATER BNR500 APPROX.
1500 PUMP TANK FUTURE
HOME
LOCATION
I ] 0000N
. 0
C/O J
I O O I
• A AIR/VAC
11% r
RELIEF VALVES o
I
I
I --- H EAPWORKS
r, Pm ,.
I I
I I
PR N ARY )RIP AREA � � 3• � . •
681 5Q F`^/ 464 LN FT e , •
I 4 LATERALS 0 116 Fr I
I
I I
..i �. �. .. v -'
5' _} 23'-6" I 31'-6"
APPROVED 0`�
SET 2 g 2023
MASON COUNTY ENVIRONMENTAL HEALTH �
k` •O.
41.4
•I -„DJA 5,C0J,T 4,
Y r[� —FCBEtTT NYYSSE
r �-,.
I oar ii ..r.so,.-.
EXPIRES
CUSTOMER: TRAMS CARBON TEST HOLE 1: TEST HOLE 2
PIONEER DIGGING, INC. PARCEL#:3202158-02004 1.
i in 2}2+1111
SEf'1 IC, DLSIGNS ADDRESS: XXX PARKWAY BLVD ROOTS @ I9 ROOTS @ 22
DESIGNER: ROBERT H.PAYSSE DISCLAIMER THIS IS NOT A SURVEY.REFERENCES INCLUDE APPI.ICANTI000N F PROVIDED
iO83EMASONBENSONRD. GRAPEVIL\\.\\A9Y�5K) PJATSOR SURVEYS THINISFIELD MEASJREMENFSMID COUNTY GIS.DESIGN INTENDED FORSEPDIC
OFFICE-361}426-1803 FAX-36(}427-23530' PURPOSES ONLY PROPOSED DEVELOPMENT MAY OR SUACKS TO OTHER
SHEET: DF DETAIL SCALE: 1"=IU SEPTIC COMPONENT Y REV EW DESIGNER NOT RESPONSIBLE FOR SETBMKS UNREUTED TO
SEPTIC COMPONEMS
DRIPLINE -\
6"-8" INSTALL
DEPTH
0 0
���� •O �j�����������>�0 �������������������� \ \\ FLEX TU B I N G
7
0 0
.(r1:11
0 0
DRIPLINE
\--
1 SCH. 40
6" ICV BOX TO AIR/VAC
FIN. GRADE ---\ RELIEF VALVE 01 H D Fowler Company
Continuous Flush Headwork
Quality Performance, Long-Life and
Reliable Onsite Effluent Control
Applications:
11111
• Onsite wastewater drip dispersal systemsMEMIMMMIe • Reuse applications including municipaly
treated effluent designated for Rmgation and
Tti ���e ire - •4,• other disinfected and non-disinfected water
�ON., �0•_�I10i°.4I�- sources It f
i��. !•tt: I�t��.*� •• • In a treatment system such as an i
1•'!�A� •tA Imo- •�t4f' intermittent sand fitter or mound system 41 s��
�tllt.••ArcA•ti�.t��a+ • Rainwater harvesting systems
iri
-d I•e:y�f/� ', •ti I�. • • Greywater systems
r,�.•t1:.-e fr •.l�� Ij!<•.04 • Wherever effective removal of debris is
,.I.ti I•Ie'--tIe. • t•:.Lti... required
Typically installed downstream of treatment -....-
process when used with onsite effluent
• Can be used with domestic strength septN:
tank effluent with proper design and
The PU K HEADWORSR Cones
Operation Standard in a 24"Riser
iik
+' ` APPROVED
J��. TM
,D°"�~�•• ~ SEP 2 8 2023 NETA4' Fill
e,:,.....
•
�,fty 5,��,„ GROW MORE WITH LESS
• .�, MASON COUNTY ENVIRONMENTAL H
`+ ROeERT ei RAYSSE
•t I]Jii
.
t iF .I. -("r '. `
I
EXPIRES
AN ASBUILT/INSTALL SIGNOFF FEE WILL
BE CHARGED AT TIME OF INSTALLATION
PIONEER DIGGING, INC CUSTOMER:
A 3TRA8�NREL# 20 -0
SEPTIC DESIGNS ADDRFSS: XXX PARKWAY BLVD
H.PAYSSE W MS S IS NOT A SURREY.REFERENCES INCLUDE APPLICRNTICOONTY PROVIDED
3083 E MASON BENSON RD. CRAPEVIEW,WA 98546 DESIGNER: ROBERT PAYSSE ,LATS CR SURVEYS FIELD E€ASUREEISNTS AID COUNTY ISIS DESIGN INTENDED FOR SEPTIC
OFFICE 360-426 I8O3 FAX 3611-427 2353 EFT: DRIP DETAILS SCALE NA PURPOSES ONLY PROPOSED DEVELOPMENT
MAY O SUBJECT TO OTHER
DEPARTMENT/AGENCY DESIGNER NOT RESPONSIBLE FOR SETBACKS UNRELATED TO
COMPONENTS
•
OVAL PORTAERA-.
LID VENT OPTIONAL IN CROVN)!LOWER LOCATION
CLEANOVT3 FT WATERTIGHT LID AND SCREWS
FROM FOVNDATlOr: 24'CAST IN RISER
I 0
t: = 1•PVC<TYP11 /_'D'vc :,•:.
I r l �a \ = O_ �'
Sr.NITARY TEE --. • . '7 • R -,r- IA$TIC
r vuN cou ;; ` `
I N'.11
1 I .:,TIET TO DRAINfIELO
IN
J • `1.PR:5W DCE T� J �;,rgTE0.nGHT
WATERTTINT TEE RETURN LINE `J A ATEE1EEHTNG
FLEXIBLE FITTING
DIGESTERCHAMSER
2 PVC�• OPERATING CAPACITY 474 GAL. •
FLOOD CAPACITY SIB GALLONS
y
TRASH CHAMBER '�
TANKS MUST BE . OPERATING CAPACITY 463 GAL
FLOODCAPAC TY 50S GALLONS
ON STATE DOH
APPROVED LIST , NUWAJERBNR500 `.
OF SEWAGE
TANKS . " ° o •'
• Dlifl/SER BARS<2)
• • �PARAILEL TO TANK WALL .• •. • •
PUMP TANKS OVER • o •
SLUDGE RETURN
_ •.•;"••..;' VSE RUBBER
1000 GAL. REQUIRES - • ••
° •
1 USE RU S FOR
TWO ACCESS RISERS .: • f ••;�_'• - TRANSPORT LINE
TO GRADE . •
•• •' .4- .•'. ,* -• . . . • • AND ELECTRICAL
ON RISERS. MAKE
PUMP TANKS SURE ALL HOLES
LOCATED AT HIGHER ARE WATER-TIGHT
ELEVATION THAN --1*-- NUWATER CONTROL PANEL
DRAINFIELD MUST 24"RIBBED RISERS
HAVE ANTI-SIPHON _ W/WATER TIGHT LIDS
DEVICE INSTALLED. T
a L-�� FINISHED GRADE
RE(:T KAL WORK CONE L✓
By ucLNsco ELF<TRI< An TRANSPORT LINE
11bTRG At.L'S_'V-r 1���--...------ ��
NN
.1
INLET lk ill UNION& BALL VALVE
WATER-TIGHT 1500CALLONWATERT7GHT ••• CHECK VALVE
)Qi CONCRL/�PUMP TANK : .
(28.5 GAL./IN.)
SEP2 •
8 223 HIGH WATER FLOAT - FLO—INDUCER
fiRoac��NIA� .tiF
ON/OFF FLOAT 0 .� USE TANKS FITTED
�:ASON COUN ��� :1 JA = W/CAST IN WATER
eJ; • TIGHT FITTINGS FOR
f�c,..,s,,.•••. PUMP: ORENCO PF INLET/OVTLESAND
±_. {,,_ •' - L .r.. CAST IN RISER
;,,• v. �"r ADAPTERS TO
sSS:;ol,7 �/ ' r• 7 ENSURE WATER
• siaz ROBERTH LAY£BE •r•` TIGHTNESS
EXPIRES
CUSI-OMER: TRAMS CARBON SCALE:NA
PIONEER DIGGING, INC. PARCEL# 3202158-02004 INSTALL TANKS ON ORIGINAL OR
SEPTIC DESIGNS ADDRESS: XXX PARKWAY BLVD COMPACTED LEVEL SOILS. RUN CROSS
3083 L MASON BENSON RD. GRAPEVIEW,WA 98546 DESIGNER: R CONNECTIONS INTO ORIGINAL SOILS TOOBERT H.PAYSSE AVOID SETTLING.
OFFICE-360-426.18O3 FAX-36(1-427-2353 DESIGN PAGE TANKS DETAIL
Crenco Technical Data Sheet
400
PF-Series Submersible Effluent Pumps: [_, _ _ 4 . PF20 Series,60 Hz.0.5-1.5 hp _
1-Phase,60-Hz,4-inch(100-mm) 350 IPF70151 • • ' ' I • '
Applications f i
Rr Pr en IW^,re SLrotortS.nr•,CQat a••a As •.Oe••lob% 03 1'• . 1 ,
an••!•••aMaO•ea.tin,•?lr lT,...a t.' •WM 24Mr M•r<••MI a4M.•M tlssYWMa _
•444004 •Mr4W.r N.wra a•-vvsw a He. •
a err'r S panne C "30 • •.- _
•
reet<••rlre4•Ir0.Oren a.E O aareeel Oa... .taeM p••e,�.•yS W lr.rrm•tra..amr
.e Ma mw WOlWOaehe Item: of Re,•me _ _
csr,-,vuo.Mre•us.•o•en e•w nv.aweau •wN••ma rrrr e•.w••••.••••• = PF2010r--.1 ---'--•- •
Pi--Serc..not se uar in raze..d rataaa*nip pleas rra,•UMaimrr aaep•tl emir al Yl N tspa 02 O ;:.0 - i'-'•4--.i) --+ - • e a - - 4
....Man W.W.I en,m rent we.Mal in .•°i uae.•m,
also w.•II ebev leaea rel,oh.ym.term.ttm •Nadia f uc Shelf sons ram ranib c.o..r au — ,
0,11 0da.g.°Ge.:.aa wr a Bcaeo•RPM raOAT a a
I.taMndro
VI:e'aar rareeM:rare .TIP.SOON(COY am able awe a;51s'a m II aac Ct
sdocea Pima m 200 — - a - ' '
Standard Mod616 = �— f - • - •
Ye ya.14.4 .fett w rap 2 V a q a.....:,,,LL raa •
1 Mal
<crote.o tattle 0,V,o,acre 15U' .-e
b., Product 00•• p 13...'Diagram cti
.. .sass :9
e ...__
61.
�•
50 1.
• easo s 0 0 5 10 15 20 25 30 35 40
Ill Flow in gallons per minute(gpm)
System Data Input Calculation Outputs
Galore Per Day Total System Information
Application A-ea Required(square feet) 675
Sal Loading Rate(Gallons/Sq.Ft./Per Day(GPO)) Total Amount of Biofne°Required(feet 450 -
,$ Total Number of Emitters in the Dnafield 450
Select Emitter Flow Rate(GPM) ;ya
• till Zone Information
Select Emitter SparigOnches) Number of Zones 1
1 Amount of aiof ne°Per Zone(feet), 450
Flush Velocl•': Number ofEnitters Per Zone 450
Muinum Number of Laterals Per Zone 2
Assum•tlons Maximum Number of Laterals Per Zone' 6
Estimated Pump Flow Rating(r'' Number of Laterals That W 1 be Used
•
• I Mannvm Length of Brolne•Laterals Based on Inlet Pressure 221
Inlet Pressure(par)._ Flow Rate Per Zone(GPM) 3.2
Holding Capacity of Dnpperine Per Zone(Gallons) 6.0
Inlet Pressure(Feet of Head) 57.8 Additional Flow Reguirerment to Accommodate Flushing Velocity. 6A
Row Spacing Between Dnpines(tees' 1.5 Holding Capacity of Piping
Holding Capacity(Gallons)of Supply Line 8 Supply 8 Flush Mari folds' 2.2
Number of Zones 1 Holding Capacity(Cations per Zone)of Brofne. 6.0 ,.,
Folding Capacity(Gaon)of Supply Line.Manifolds and Dnpperino 8.2
Fours Per Day to Use for Dosing 24 •
Head Loss Data-Dosing&Flushing Cycle
Elevation Charge born Pump to Dose Tari<Outlet(oat) 5 Friction Loss per 100'(psi)in Supply brie 8 Manfolds 2.2
Velocity(fps) 3.6
Elevation Change front Dose Tit*to Dnp Field(feet) 12 Fnetion Loss in Supply Lilo B Si.pply Manfolds(psp 1.1
Friction Loss in Supply Late 8 Supply Manifolds(Feet of Head) 2.5
Length of Supply Lino 8 Supply 8 Flush Manifolds(feet) 50 Additional Pressure Required or Return Mari fold and Piping to Taric(psi)
laffiallil
Additional PressureRag u red nor Return Monied and Piping to Tank(Feet of Head) 23.1
TDH(Total Dynamic Head)in Feet of Head' 100.4
Type of Pipe-Supply Line&Manfald5 PVC Schee Control Settings Information
Total System Runtime Per Day(Minces) 114
Size of SupyHB Manifold Pipe Ouches) I Total Runtime Per Zone Per Day(Minrtes) 114
Total System Dowrg Events Per Da; 24 •Fllk
Pipe Roughness Constar? 150 Runtime For Each Dose(Mantes) 5
Off Time Between Doses in the Same Zone(Foos to nearest 0.1) 0.9
Inside Diameter of Pipe(inches) - 1.049
Miscellaneous Information
Number of Dahl rLDosirg Eve14Plt'° Dosing Volume Per Emitter Per Dose(gal rej 0.04 i.t
Inof a Singe Per eek Dose(gallons)
5.99 ,:
'j rds
Volume of a Single Dose()i..lore) 15b
ONd�� -- L) Pump Selection
Pump Flow Rating(GPM) 9.6
Says to FIN TDH(Total Dyremc Head in Feet of Head' 100.4
SEP 2 R 2023 Pem pM pManh.e<
Pimp Mode
MASON COUNTY ENVI,RONMENTAU FIE$.LP
,� v
PIONEER DIGGING, INC. VIS
CUSTOMER:
#:320212158-0200044�N
`I V I C. DLSIGNS ADDRESS: XXX PARKWAY BLVD • 51e0317 �
(V ARCBER H T AAYSSE t'"
i083 E MASON BENSON RD. GRAPEVIEW,WA 9854(* DESIGNER: ROBERT H.PAYSSE l k,Irl'
OFFICE-360-4261803 FAX-360-427-2353 SHEET: CALCS SCALE NA EXPIRES
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.
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 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 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 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. liescitstcceitriroywon:.e, r/operator is
responsible for the continuous operation and maintenance of the system per WAC 246-27 . Fir oration and maintenance
information, refer to Mason County Public Health Homeowner's Manual,which should be c: oval.
WW1"
I be cautious of landscaping around septic components. Root intrio
14. System owner should p g
can cause premature failure of the drainfield area. In addition, bushes and trees should bep SEP 2 R 2023
away from lids and other septic maintenance points.15. Changes made at time of installation may impact designer calculations, pump sizing,and �► R`'hMENTAL HEgLTF
•
compliance w/county and state requirements. Contact designer prior to install w/any +Q• •
proposed variations from design. Changes may result in additional fees and permitting. N< `c.,ry•.54,0,
PIONEER. DIGGING, NC, CUSTOMER: TRAVIS LARSON fr,.r
PARCEL It:3202158-02004 io+ ROBECstniW1YSSE
SEP I IC DESIGNS ADDRESS: XXX PARKWAY BLVD
3083 E.MASON BENSON RD. GRAPEVIEW,WA 985'16 DESIGNER: ROBERT H.PAYSSE EXPIRES
OFFICE-360-426-I8(13 FAX-36(1-427-2353 SHEET: NOTES SCALE NA