HomeMy WebLinkAboutSWG2024-00101 - SWG Application / Design - 3/13/2024 • MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584
SHELTON:360-427-9670, EXT 400
BELFAIR:360-275-4467,EXT 400
Public Health & Human Services ELMA:360-482-5269,EXT 400
FAX:360-427-7787
On-Site Sewage System Permit: SWG2024-00101
APPLICANT TEMPLE FAMILY IRREVOCABLE Phone: 206-450-0507
TRUST
Address: PO BOX 784 MERCER ISLAND, WA 98040
OWNER TEMPLE FAMILY IRREVOCABLE Phone: 206 450 0507
TRUST
Address: PO BOX 784 MERCER ISLAND, WA 98040
SEPTIC DESIGNER BOB PAYSSE* Phone: 360-426-1803
Address: 3083 E Mason Benson Road GRAPEVIEW, WA 98546
Site Address: 671 E WOODLAND BEACH LN
Primary Parcel Number: 220237500040
Permit Description: Upgrade to 5bd ATU to subsurface drip with waiver
Permit Submitted Date: 03/13/2024
Permit Issued Date: 03/21/2024
Issued By: Rhonda Thompson
Current Permit Fees Paid: $805.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 03/18/2025 (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/healthlenvironmental/onsiteloss-inspection-request.php or call:
360-427-9670, extension 400.
4
aCt., OFFICIAL USE ONLY j 414 7
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DATE RECEIVED i?e 2.o. \�
MASON COUNTY - •I?j - �� S�
COMMUNITY SERVICES AM.REC IVs R EIVED
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Public Health(Community Health/Environmental Health) r C
O 415 N.6th etc 40Shelton,
It n, 275 446 ext.400 S W^ Z.� Q L ' ( 0
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` 415 N.6th Street•Shelton,lYA 98584 (`,_J U o 0
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ON-SITE SEWAGE SYSTEM APPLICATION Z
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APPLICANT
PHONE m
ANDREW TEMPLE z
c
MAILING ADDRESS-STREET.CITY.STATE.ZIP CODE g
PO BOX 784 MERCER ISLAND WA 98040 co
xi
SITE
671DE -WTOODLZIP CODE
AND BEACH LANE SHELTON WA 98584 I N
NAME OF DESIGNER PHONE I IV
ROBERT H. PAYSSE 360-426-1803
NAME OF INSTALLER PHONE I 0
TBD 5
PERMIT TYPE(select one) DRINKING WATER SOURCE
pN N
l .RESIDENTIAL OSS COMMUNITY OSS fiv COMMERCIAL OSS LYI PRIVATE INDIVIDUAL WELL 6 PRIVATE TWO-PARTY WELL Z I W
TYPE OF WORK(select one) R PUBLIC WATER SYSTEM
t
WI NEW CONSTRUCTION/UPGRADES b REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) 0 TABLE IX REPAIR I - i
SUBMITTALS r� 0 SURFACING SEWAGE I1 EXISTING FAILURE 0 SHORELINE CO
MIp
Lte
tIYI DESIGN FORM(REQUIRED) Nf SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE
WAIVER(S)(IFAPPLICABLE) 5 5 ACRES I i
DIRECTIONS TO SITE AND SITE CONDITIONS (ex locked gate)
N HWY 3, LEFT ON PICKERING RD. CONTINUE ON PICKERING TO AND ACROSS I o
HARSTINE ISLAND BRIDGE. AFTER BRIDGE TURN RIGHT AT STOP SIGN ON SOUTH r
ISLAND DRIVE. CONTINUE TO RIGHT ON HARSTINE ISLAND RD SOUTH. FOLLOW TO o I 0
RIGHT ON MAPLES RD/WOODLAND BEACH LANE. USE GATE CODE PROVIDED. FOLLOW 14"
WOODLAND BEACH LANE TO RIGHT AT "T". CONTINUE TO SITE, PDI SIGN POSTED.
SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I CD
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE/FAILURE SOURCE(for reporting purposes)
0 VOLUNTARY 0 MAINTENANCE/PUMPING 0 BUILDING PERMIT ['HOME SALE ['COMPLAINT 0 OTHER
INSPECTOR SOIL LOGS COMMENTS/CONDITIONS
ic.3.,-644/1/1 '--C(... e.) --i
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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.
INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED/ISSUED BY DATE
I .fft V I 6) 75 ti
THIS FORM MAY BE SC NNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE EVISED 12nn015
DESIGN FORM—PAGE ONE Assessor's Parcel Number: 2 2 0 2 3 — 7 5 — 0 0 0 4 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 2 OZ.I}— ( V ' Designer's Name: ROBERT H.PAYSSE
Applicant's Name: ANDREW TEMPLE Designer's Phone Number: 360-426-1803
Mailing Address: PO BOX 784 Designer's Address: 3083 E MASON BENSON RD
MERCER ISLANC WA 98040 GRAPEVIEW WA 98546
City State Zip City State Zip
DESIGN PARAMETERS
Treatment Device
❑Glendon Biofilter 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 RecirculatingAep)p R \/O E D
'Aerobic Unit Make/Model NUWTER BNR600 0 Disinfection Unit Make/Model Other: ' ` �/
Drainfield Type MAR Z i 2024
❑Gravity 0 Pressure 0 Trench 0 Bed MASON COUNTY EIS<H
Septic TanIdDrainfield Specifications Laterals RET
Number of Bedrooms 5 Schedule/Class NETAFIM
t
Daily Flow:Operating Capacity 450 gpd Length 192 ft
Daily Flow: Design Flow 600 gpd Diameter 0.5 in
Septic Tank Capacity(working) BNR» tpgal Number 4
Receiving Soil Type(1-6) 4 Separation 1.5 ft
Receiving Soil Appl.Rate 0.6 gpd/ft2 Orifices
Required Primary Area 1125 ft2 V tal Number of Orifices 768
Designed Primary Area 1152 ft2 Diameter .42 GPH in
Designed Reserve Area 1500 ft2 Spacing 12 in
Trench/Bed Width 32 ft Manifold
Trench/Bed Length 36 ft Schedule/Class SCH.40
Elevation Measurements Length 36 ft
Original Drainfield Area Slope 12 % Diameter 1 in
- New Slope,If Altered 12 % 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
Designed Vertical Separation 12+ in Length 125+1- ft
Gravelless Chambers Required? 0 Yes It No 0 Optional Diameter 1 in
Pump Required? 56 Yes 0 No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 12 V
Diff. in Elevation Between Pump&Uppermost Orifice 28 ft Dose quantity 37.5 gal
Drainfield Squirt Height/Selected Residual(head) - ft Chamber Capacity(flood) 1800+ gal
Uppermost Orifice IFS Higher 0 Lower than Pump Shutoff Pump controls:Please check those required.
Capacity @ Total Pressure Head 11.7 gpm lY1Timer fifElapse Meter gEvent Counter
Calculated Total Pressure Head 120 ft If Timer: Pump on 1.5 MIN ,Pump off 3 HRS
Comments
NUWATER BNR-600 REQUIRED FOR 5 BEDROOMS.
AFTER INSTALLATION, PERFORM DRAWDOWN AND ADJUST SETTINGS AS NEEDED.
DESIGN FORM—PAGE TWO Assessor's Parcel Number:2 2 0 2 3 -- 7 5 -- 0 0 0 4 0
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
It Test hole locations g Drainfield orientation and layout Reference depth from original grade:
g Soil logs g Trench/bed dimensions and (if Septic tank
g Property lines critical distances within layout lifDrainfield cover
g Existing and proposed wells Eig D-Box/Valve box locations Reference depth from original grade
within 100 ft of property g Septic tank/pump chamber and restrictive strata:
g Measurements to cuts,banks,and locations
g Laterals,trench/bed,top and
surface water and critical areas g Observation port location bottom
0 Location and orientation of g Clean-out location 0 Curtain drain collector
curtain drain and all absorption It Manifold placement 0 Sand augmentation
components g Orifice placement Other cross-section detail:
171 Location and dimension of lt Lateral placement with distance M' Observation ports/clean-outs
primary system and reserve area to edge of bed
g Other Information
21 Buildings g Audible/visual alarm referenced Yes No
FZI Direction of slope indicator g Scale of drawing shown on scale g L� 0 Design staked out
6d Waterlines bar 0 M'Recorded Notices attached
g Roads,easements,driveways, l 0 Waiver(s)attached
parking I' ❑ Pump curve attached
1 North arrow and scale drawing 0 Q(Evaluation of failure
shown on scale bar Non-residential justification
❑ g Waste strength
❑ g Flow
DESIGN APPROVAL
The undersigned designer must be notified b insta ler t time of installation g Yes 0 No
tz,
ignature of signer ate
The undersigned has reviewed this design on behalf of Mason County Public Health and determined it to be in
compliance with state and local on-site regulations:
‘- `f
Environ ental Health Sp cialist ate
111 CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
✓ The design is stamped"Approved" by Mason County Public Health. 3 ('
✓ 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 desig 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
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/ \ .41 APPROVED
// EXISTING WELL \�\ \�� i/ MAR 21 2024
,� MASON COUNTY ENVIR0NMENTAL HEALTH
I EXIST. WELL �� �' RET
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)\ S-- ` I / ` LOCATES ARE STRONGLY
N / ADVISED BEFORE INSTALLATION
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PROPOSED DRAINFIELD
1125+ SOFT !moo ,
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EXISTING FAILED �‘ it'lli ♦ EXISTING HOME
DRAINFIELD
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GARAGE (IN CONST.) \ 14.4,, C ♦♦
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PUMP OUT& ABANDON
' . \ 2 ♦
EXISTING TANKS. INSTALL __�' `�`� ♦
NEW ATV & PUMP TANK
50'+ FROM SHORELINE
� r PASSAGE
RlNG
P\CKE
AN ASBUILTI INSTALL SIGNOFF FEE WILL
BE CHARGED AT TIME OF INSTALLATION
PIONEER DICCINC, INC. CUSTOMER:
ANDREW TEMPLE TEST HOLE I: TEST HOLE 2 I T EST HOLE 3:
t} Gil
PARCEL# 22023 75-00040 36+1120 2-1+112u
SEPTIC DESIGNS ADDRESS: 671 WOODLAND BCH LN Hit @ 36 TILL @ 34
3083 E MASON BEN.. N RD. GRAPEVIEW,WA 98546 DESIGNER: ROBERT E I.PAYSSE FEATSDISCULIMER THIS IS NOT A SURVEY.REFERENCES INCLUDE RESIGN NTICOUNTY PROVDFD
PUTS OR SURVEYS.FIELD MEASJREMENTS AND COUNTY GIS.DESIGN INTENDED FOR SEPTIC
D
MENT MAY BE SUBJECT TO
ER
OFFICE 360-426 1803 FAX 360-427 2353 PURPOSES ONLY DEPARTMENTIAGENCY REVEWOD SIGNER NOTPRESPONSISLE FOR SETBACKS UNRELATED SHEET: SITE L PLAN Ste./WL 1 =50' TO
SEPTIC COMPONENTS.
/ / \/ /
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/ AIR/VAC 1RELIEF VALVES •
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- ,
-- - MAR 21 2024
,,-'1,--;,---„-- - COUNTY ENVIRONMENTAL H
RALTH
-' = ' -'' -'' -' -" = '' ' RET 1
\ 1, -- ...
... ,---\
PRIMARY DRIPHELD = i
5 BEDROOM SYS. - '
32 X 36 = 1152 SQ FT =-/ ' •
4', - ,- - - -' ��
4 HOOKUPS @ 192FT \ 1. -" "' -' /.-
24 LINES 1.5 FT O.C. k -'',----,"''
768 LNFT TOTAL '"
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EXISTING FAILED
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�� DRAINFIELD
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•
I
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rNB .
\
10: RCEERT PAYESE ' .
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EXPIRES GARAGE
AN ASBUILTI INSTALL SIGNOFF FEE WILL
BE CHARGED AT TIME OF INSTALLATION
CUSTOMER: ANDREW TEMPLE TEST HOLE I: TEST HOLE 2 TEST HOLE 3:
PIONEER. DIGGING, INC.
PARCEL#:22023 75-00040 36 0-24 CV. NA
36+1 120 120 24+H2O
SEPTIC DI SIC,NS ADDRESS: 671 WOODLAND BCH LN I II.I.c 36 1 ILL @ 34
•
3083 E MASON BENSON RD. GRAPEVIEW,WA 98546 DESIGNER: ROBERT H.PAYSSE DISCLAIMER:THIS. NOT A SURVEY.REFERENCES INCLUDE DESIGN
ANT/COUNTY PROVIDED
(y PLATS OR SURVEYS.FIELD A EMENTS AND COUNTY GIS DESIGN INTENDED FOR SEPTIC
PURPOSE TO OTHER
OFFICE-360-426-1803 FAX-360-427-2353 SHEET: DF DETAIL SCALE 1n=1V DEPARTMENT/AGENCY RE ONLY VIEW DESIGNEOSED RR NOT RESPONSIBLE FOR SETBACKS ELOPMNT MAY BE TUNRELATED TO
SEPTIC COMPONENTS.
---\
6"-8" INSTALL DRIPLINE
DEPTH
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DRIPLINE APPROVED
21 2024
1"SCH. 40 MASON COUNTYMAR EN'1RONMENTAL HEALTH
RET
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:
• Onsite wastewater drip dispersal systems
1111
• Reuse applications including municipally
treated effluent designated for imgation and:45
�ti•i %. "1-•Tr• ��t0 other disinfected and non-disinfected water •
�•+'�' ��t�s %tii.*��1 sources +�
�%i .�
Pe A' %-•tii.%�{ r�tRy e� In a treatment system such as an t ;. ��
Ili.-ti�.%tom S.01 '°•t �� ntermittent sand flier or mound system a
i�/ t•v4��• a...r • Rainwater harvesting systems
aril �� --',1 t •%
it'�.%jti'441 '!•i �... • Greywater systems �' J
41•`1 �%�t�� �•t4A�%e,1R4 •
• Wherever effective removal of debris is
�tIo�I•{M�•+,S•t� � •t ��1 •
required
Typically installed downstream of treatment
process when used with onsite effluent
• Can be used with domestic strength septic
tank effluent with proper design and
Operation The PUHEADWORKS4 Comes
Standard in a 2s-Riser
SS
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t� è
ANETAFIM
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t ' S,.• �' , = GROW MORE WITH LESS
•`v RCBEOT H PAYSSE •%•4
AS'io•/ -iiii4,i .0 .r
EXPIRES
AN ASBUILT/INSTALL SIGNOFF FEE WILL
BE CHARGED AT TIME OF INSTALLATION
PIONEER DICCING, INC. CUSTOMER:
RCE 22023_7 0`E
SEPTIC IC DI SKINS ADDRESS: 671 WOODLAND BCH LN
3083 E MASON BENSON RD. GRAPEVIEW,WA 98546 DESIGNER: ROBERT H PAYSSE DISCLAIMER TIBS IS PLATS OR SURVEYS.FIELD MEAT A SUREMENTS RENCES AID COUNTY GIS DESIGN INIEINE FORR SEPTIC
TO OMER
OFFICE-360426-1803 FAX-360-427-2353 \ DEPARPURPTUAO ENT ENCY RENEW DESIGNER NOTELOPWENT RESPONSIBLE FOR SS ONLY PROPOSED D MAY BE ETBACECT E KS UNRELATED TO
SHEET: DRIP DETAILS SCALE NA SEPTIC COEtaONENTS
DUAL PORT AMA'
1,.I��,. ILID VENT ANDWTSHNIGNER CAARTI RECOMMENDS
ROCK OR HOUSINGINSTALLING AIR OWERABOVEGRADE
fFa�d � 1YCASTINRSERW/
WATERTIGHT LI D AND XREW$
�+ .• _ •'P'XITYPI� = O i_•PVC AIRLINE
SANITARY TEE I .T•T— 14 '—`r 'T^ MASTiC
INLET rI •L
' S OI/TLET TO DRAINFIELD
.11:
WATERTIGHT
J `1•PVC SLUDGE T� `YPATERTIGHT
FLE(16LE FITTING / - RETURN LINE `J FLEXIBLE FITTING
• • Y •
��
•
JJ `,P� /J DIGESTER CHARIER CURIF.ER
OPERATING •
CAPACITY 471.GAL CHNAIER
FLOOD CAPACITY.SIP GALLONS 16OGALLO'15 .''
FLOOD 19'CA• TRASH '.
HAPARER
TANKS MUST BE i. D y
FLOOD CAP CAPACITY ALGAL
f LOOD CAPACITY XK GALLO'15
ON STATE DOH
APPROVED LIST •..' NUWA7FR BNR 600 ` ' -
OF SEWAGE
TANKS • ° o •
P P R O V E 4. •: • PARALLEL TO
(N)
•
PARALLEL TO TANK WAIL
PUMP TANKS OVER • !�. • • o sL DGE RETTraN
1000 GAL. REQUIRES o y USE RUBBER
• • JGROMETS FOR
•
TWO ACCESS RISERS MAR 21 2024 ,: • •
•`. TRANSPORT LINE
TO GRADE , ,.- . : • ! •• AND ELECTRICAL
YAnN'eo HTY S111014ENTAL IIEALTN • ON RISERS. MAKE
PUMP TANKS RET SURE ALL HOLES
LOCATED AT HIGHER ARE WATER-TIGHT
ELEVATION THAN14 • NUWATER CONTROL PANEL
DRAINFIELD MUST 24"RIBBED RISERS
HAVE ANTI-SIPHON [ WI
WATER TIGHT LIDS
DEVICE INSTALLED.
a FINISHED GRADE
ELECTRICAL WORK DONE .
BY LICENSED ELECTRICIAN- TRANSPORT LINE
Y 2 LL(.I KICAL(ONDVI C �0
.7
i
INLET S UNION 8z BALL VALVE
kiii
•
i ...
WATER-TIGHT >BOO GALLON WATER77GHT
CHECK VALVE
)DINTS CONCRt/E PUMP TANK •
(32.5 GAL./IN.)
•
HIGH WATER FLOAT .„51 FLO-INDUCER
+ USE TANKS FITTED
++ ON/OFF FLOAT W/CAST IN WATER
++
• • �` f TIGHT FITTINGS FOR
PUMP: ORENCO PF INLET/OUTLESAND
°` '': ``, CAST IN RISER
,�.: ,•: `: •: ADAPTERS TO
- SS•. 317 •..,is ` ' ENSURE WATER
r �• RCBE(Li•H DAYS SE ?•••
1I Ih•L. .6 -W ^•'F• TIGHTNESS
I.
.. ii i �i���
Ex,IFZES
CUSTOMER: ANDREW TEMP
PIONEER. NA I
PIONEER DIGGING, INC. PARCEL# 22023 75-00040 INSTALL TANKS ON ORIGINAL OR
SEP 1 IC DESIGNS ADDRFSS: 671 WOODLAND BCH Us COMPACTED LEVEL SOILS. RUN CROSS
3083 L MASON BENSON RD. GRAPEVIEW,WA 98540 DESIGNER: ROBERT EL PAYSSE CONNECTIONS INTO ORIGINAL SOILS TO
OFFICE-360-426-1803 FAX-360-427-2353 DESIGN PAGE TANKS DETAIL AVOID 5E1 1 LING.
DRIPFIELD SPECIFICATIONS
REQUIRED DESIGNED
BEDROOM COUNT five :�•' 7;7
ti
DAILY FLOW(GPD) 600 r.• •,t w4sk,'r,
•
DRAINFIELD AREA REQUIRED(FT^2) 1125 1152 .-r s
LINEAR FEET REQUIRED(FT) 750 768 -( • siho317 .>
EMITTER COUNT 750 768 �4p`:••�ROBEtii Hf�DaYet6E �;
DESIGNED SPACING OF DRIPLINES(FT) 1.5 1.5 •Ivii 1 G1';9.70 4PA,.%)- 7j
EXPIRES
EMITTER FLOW
EMITTER FLOW RATE(GPH) 0.42 400
iI..TOTAL EMITTER FLOW RATE(GPH) 322.56CONVERSION TO MINUTES(GPM) 5.376HOOKUP/LATERALSi11111111111111111■MIIIMIIN
TOTAL HOOKUPS/LATERALS 4 NN��NN������N
FLOW RATE PER HOOKUP/LATERAL(GPM) 1.6 0 2 ErzIIII��:�:�::�:::
TOTAL FLOW RATE FOR HOOKUPS/LATERALS(GPM) 6.4 m 200 N110.NN•113.11110N•••$••
TOTAL GPM(PUMP REQUIREMENTS) 11111111111111111MOMMEMINIMI
PUMP FLOW RATING(GPM) 11.776 i50 1�����,���I ���
DOSING SETTINGS e' N111111110®11111111E11NNN111N
TOTAL DOSES/CYCLES 12 100 11111111111111b11115.11111113111111111111MMI■■■■...,,t�.
OPERATING CAPACITY(GPD) 450 ►� MN�NNNN��IMIINIIIIN
50
GALLONS PER CYCLE 37.5 NN1011101011.1.1NNNNN11N
DRAINFIELD DISCHARGE RATE(EMITTER FLOW) 5.376 0 111N11111NN
0 5 10 15 20 25 30 35 40
ON TIME(MINUTES) 6 Flow in gallons per minute(gpm)
OFF TIME(1HR+MINUTES) 54
System Data Input Calculation Outputs
Galore Per Day 600 Total System Information
Application Area Regrired(square feet) 1.126
Sal Loading Rate(Galore I Sq.Ft./Per Day[GPD)) 0.6333 Total Amount of Brolnee Required(feet), 750
Total Number of Emitters in the Dnptetd 750
Select Emitter Fkrw Rate(GPH) 0.42
Zone Information
Select Eniftor Spacing(inches) 12 Number of Zones 1 1
Amount of Bioirree Per Zone(feet). 750
Flab Velocity(fps) 2 I Number of Emitters Per Zone 750
Minirnum Number of Laterals Per Zone
Ass um•tions Maximum Number of Laterals Per Zone'
Estimated Pump Flow Rahn°(GPM) 12.1 Number of Laterals That Will be Used
Maxmum Lergm of&oineo Laterals Based on net Pressure.,
Net Pressure(psi) 2S Flow Rate Per Zone(GPM)
Holding Capacity of Dnpperine Per Zone(Gelbm) 10.0
het Pressure(Feet of Head) 57.8 Additional Flow Requremer0 to Accommodate Flashing Vebcrt 6.4
Row Spacing Between Dnpines(feet 1.6 ! Holding Capacity of Piping
Folding Capacity(Gallons)of Supply Line&Supply&Flush Manfold' 5.6
Number of Zones 1 Holdrrg Cepaay(Galons per Zone)of 8ioine 10.0
Holding Capaay(Galors)of Supply Line.Man folds and Dopperine 15.6
Hours Per Day to Use for Dos+re 24 s
Head Loss Data-Dosing&Flushing Cycle
Elevabon Charge horn Pump to Dose Tart Outlet(tent) 5 Friction Loss per 100'(psi)in Supply Line&Marsfob5 3.2
I Velocity(fps) 4.3 •
E1ev,Don Charge horn Doae Tank to Drip Field(feet) 26 Friction Loss in Supply Line&Supply Manifolds(psi). 4.0
Friction Loss In Supply Line&Supply Manifolds(Feet of Head), 9.2
Length of Soppy Linea Supply a Flush Manbkls(foot) 126 Additional Pressuo Required for Return Marefoki and Piping to Tank(psi). 10.0
Additional Pressure Required for Rehm Manifold and Piping to Tank(Feet of Head) 23.1
TDH(Total Dynan.Head)in Feet of Head' 120.0
Type of Pipe-Supply Line&Manifolds PVC Sch40 Control Settings Information
Total System Fueme Per Day(Minutes) 114 J,
Size of Supply&Maribb Pipe(riches) 1 Total Runtime Per Zone Per Day(Minutes). 114
Total System Dosing Events Per Day. 24
Pipe Roughness Coratarri 150 Runtime For Each Dose(Minutes). 5
OIITime Between Doses In the Same Zone(Hoes to nearest 0.1) 0.9 .
Inside Diameter of Pipe(inches. 1.049
Miscellaneous Information
NueCMtopety Dosing Everts Per 209S P P R 0
V E Dosing Volume Per Emitter Per Dose(galors� 0.04
lrches Per Week of Dome) 6.99
Volume 3f a Single Dose(galore) 26.3
MAR 2 2024 Pump Selection
Pump Flow Rating(GPM 11.7
Save to File 1 MASON COUNTY a in NMENL4t HEALTH
N(Total Dynamo HeadMet of Head
�tiV1RO Pump Mode
RE
PIONEER DICCING, INC. A CUSTOMER: OAAND75 WALE
SEPTIC LEI'SIGNS ADDRESS: 671 WOODLAND BCH LN
3083 E MASON BENSON RD. GR.APEVIEW,WA 98546 DESIGNER: ROBERT H.PAYSSE
OFFICE-360.4261803 FAX-360-427-2353 SI IFFT: CALCS SCALE NA
Installation & System Notes
1. Installer must contact designer for final inspection of the installation prior to cover. All components, including tanks, lids,
transport line, drainfield,and water lines must be open for inspection. A$350.00 fee will be charged for time involved with the
inspection of the installation and creation of the record drawing. The designer reserves the right to charge additional fees if
multiple visits are needed due to installation errors or inaccessible components.
2.This septic design must be installed by a certified installer with the local health department. All components shall be installed
according to state, county, and manufacturer requirements. For Homeowner Installs,the owner must get approval from the
designer and local health department prior to attempting installation.
3. Designer is not a surveyor. Installer must familiarize themselves with property line locations prior to installation. Any
confusion or conflicts with line locations should be reported to the property owner. A licensed surveyor may be necessary prior
to installation to confirm all line locations. Any discrepancies found must be reported to the designer immediately.
4. Drainfield area may only be cleared by a licensed installer familiar with sensitive drainfield area preservation. The builder, lot
developer,or property owner shall not clear the drainfield area. Any clearing required for drainfield installation shall not
remove or disturb any top soil in Primary and Reserve areas. Removal or disturbance to drainfield soils could render design
void.
5. The property owner and installer are responsible for locating all underground utilities (ex. water,gas,electric) prior to
installation. Any utility locations shown within design drawings are likely approximate and may not be exact.
6. All proposed tanks must be installed on original soils or compacted gravels. Extend all tank connection lines out onto original
soil to avoid settling issues. Risers and lids must be brought to finished grade and left accessible for future operations and
maintenance. Component manufacturers (ex. ATU, Glendons,) may have other requirements not listed within this design.
7. All electrical wiring shall be done by a licensed electrician or homeowner(if allowed) and must be permitted through Labor
and Industries. Designer not responsible for electrical permitting or other electrical specific code requirements.
8. The proposed septic system should be installed in dry weather conditions. Any failed attempts at installation during wet
weather conditions may render this design void.
9. Maintain 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 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 re ice p �C�li@tjcL p} oval.
14.System owner should be cautious of landscaping around septic components. Root intrusion �J ��// �� ��JJ
can cause premature failure of the drainfield area. In addition, bushes and trees should be kept MAR 21 2024
away from lids and other septic maintenance points. MASON COUNiY ENVIRONMEtiTAL HEALTH
15. Changes made at time of installation may impact designer calculations, pump sizing, and
compliance w/county and state requirements. Contact designer prior to install w/any
proposed variations from design. Changes may result in additional fees and permitting. r 'o.v,s4.,."
PIONEER DIGGING INC. CUSTOMER: ANDREW TEMPLE
PARCEL#:22023-75-00040 � ` RCIMAIn3111Arsae
SEI'I IC DESIGNS DDRESS: 671 WOODLAND BCH LN -, (r•F
3083 E.MASON BENSON RD. GRAPEVIEW,WA 98546 DESIGNER: ROBERT H.PAYSSE EXPIRES
OFFICE-360'426-1803 FAX-360-427-2353 IFET: NOTES SCALE NA