HomeMy WebLinkAboutSWG2026-00037 - SWG Application / Design - 2/10/2026 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584
SHELTON:360-427-9670,EXT 400
u i I 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: SWG2026-00037
APPLICANT Cooper,Justin Phone: 2533760479
Address: 12201 Osprey Drive Northwest Gig Harbor,WA 98332
OWNER BOURGAULT DANIEL J&COLLEEN B Phone:
Address: 61 E CARDIGAN CT SHELTON,WA 98584
Site Address: 61 E Cardigan Ct •
Primary Parcel Number: 321225000206
Permit Description: CURRENT OSS IS FAILING/DESIGN IS FOR A NEW PRIMARY
SYSTEM. NO ROOM FOR A RESERVE
Permit Submitted Date: 02/10/2026
Permit Issued Date: 02/19/2026
Issued By: Jeff Wilmoth
Current Permit Fees Paid: $845.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 02/18/2029 (based on date of inspection)
Permit Conditions:
1 Approval of this septic permit does not approve the building location. Building location is
subject to approval from all applicable departments and regulations.
2 Proposed development subject to zoning requirements and approval by the planning
department staff per Mason County Title 17.
3 Permit must be installed by a Mason County Certified Installer unless prior written
authorization from Mason County is obtained.
4 Drainfield installation not to exceed designed upslope and downslope depth specified on
design form.
5 Installer is responsible for obtaining Mason County installation approval prior to backfill of
system components.
6 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to
backfill of system components.
7 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for
final installation approval.
THIS PERMIT MUST BE ONSITE DURING INSTALLATION OF OSS.
PROPERTY OWNERS ARE RESPONSIBLE FOR DETERMINING AND MARKING ALL PROPERTY LINE AND EASEMENT LOCATIONS.
THIS PERMIT MAY BE REVOKED IF THE SITE CONDITIONS HAVE CHANGED SINCE THE SITE WAS INSPECTED AND DESIGN APPROVED.
FINAL INSTALLATION APPROVAL IS REQUIRED PRIOR TO TEMPORARY OR FINAL OCCUPANCY OF ANY RELATED STRUCTURES.
For Final Inspection visit: masoncountywa.gov/health/environmental/onsite/oss-inspection-request.php or call:
360-427-9670, extension 400.
OFFICIAL USE ONLY
MASON COUNTY DATE RECEIVED: _ r t°l
1AMOUNT RECEIVED: RECEIVED BY: C t)I V Public Health & Human Services on v m
FAEnvironmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400
•
415 N.6th Street-Shelton,WA 98584 S W G 2074 - 000'57 O 2
z di
•
CLEAR F Z
l____._0RM ` ON-SITE SEWAGE SYSTEM APPLICATION
m
APPLICANT PHONE m
COLLEEN BOURGAULT 360-490-2484 Z
c
MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE E
61 E CARDIGAN CT SHELTON, WA 98584 m
SITE ADDRESS-STREET,CITY,ZIP CODE •
61 E CARDIGAN CT SHELTON, WA 98584
NAME OF DESIGNER PHONE le
JUSTIN W COOPER / ONESCOOP INC 253-376-0479 `\_p
NAME OF INSTALLER PHONE v I'
TBD TBD ≤ I D
PERMIT TYPE(select one) DRINKING WATER SOURCE 1_
Ri RESIDENTIAL OSS COMMUNITY OSS FCOMMERCIAL OSS 51 PRIVATE INDIVIDUAL WELL y� W]PRIVATE TO-PARTY WELL Z IN
,i PUBLIC WATER SYSTEM
TYPE PE�OF WORK(select one) ,
bi NEW CONSTRUCTION/UPGRADES In]REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) O TABLE X REPAIR
SUBMITTALS O SURFACING SEWAGE Q EXISTING FAILURE O SHORELINE 03
❑✓ DESIGN FORM(REQUIRED) ✓❑SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFTER 4/1/2025? r0 I Qi
ElWAIVER(S)(IF APPLICABLE) 3 .37 ilyEs I✓ r NO X IO
DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate)
TAKE WA-302W AND WA-3 S TO MASON BENSON RD E. TURN RIGHT ON MASON I D
BENSON RD E. TURN LEFT ON MASON LAKE RD. TURN RIGHT ON ST ANDREWS DR
N. TURN RIGHT ONTO E CARDIGAN CT o 13
I Q
SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE/FAILURE SOURCE(for reporting purposes)
O VOLUNTARY ❑MAINTENANCE/PUMPING ❑BUILDING PERMIT ['HOME SALE ['COMPLAINT O OTHER:
INSPECTOR SOIL LOGS COMMENTS/CONDITIONS
20 (.01 � i....4 A/01.44.....,
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.
SP C R SIGNA URE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED/ISSUED BY DATE C .THI F AY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:6/3/2025
' • DESIGN FORM—PAGE ONE Assessor's Parcel Number: 3 2 1 2 2 5 0 0 0 2 0 6
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.
'1 Scaled plot plan, including all applicable items on checklist. '1 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 6,O74a 600 i7 Designer's Name: JUSTIN COOPER
Applicant's Name: COLLEEN BOURGAULT Designer's Phone Number: 253 376-0479
Mailing Address: 61 E CARDIGAN CT Designer's Address: 12201 OSPREY DR NW
-- SHELTON WA 98584 City State Zip GIG HARBOR,WA 98332
I CLEAR FORM t
—°-- -- —i City State Zip Designer's Email COOPJUSTIN@GMAIL.COM
DESIGN PARAMETERS
Treatment Device
❑Glendon O Sand Filter O Mound O Sand Lined Drainfield O Recirculating Filter LR ATU O Other
Treatment Level(check all that apply): O A 1!J B O C O BL1 0 BL2 O BL3 O E O N
Drainfield Type
❑ Gravity O Pressure O Trench O Bed @Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals '/ "",/
Number of Bedrooms 3 Schedule/Class Del 1//112 /t� �"►
Daily Flow: Operating Capacity 360 gpd Length L45 O ft
Daily Flow: Design Flow 360 gpd Diameter l in
Septic Tank Capacity(working)V&{ 1111 gal Number
Receiving Soil Type(1-6) 4 Separation 1 ft
Receiving Soil Appl. Rate .6 gpd/ft2 Orifices
Required Primary Area 675 ft2 Total Number of Orifices 450
Designed Primary Area 675 ft2 Diameter 1/2 in
Designed Reserve Area N/A ft2 Spacing 12 in
Trench/Bed Width N/A ft Manifold
Trench/Bed Length N/A ft Schedule/Class
Elevation Measurements r-Mk' Length ft
Original Drainfield Area Slope 0 1p % Diameter in
New Slope,If Altered 4-y 0 i,{i % Preferred manifold configuration used? O Yes O No
Depth of Excavation Up-slope 6 in Transport Pipe
from Original Grade Down-slope 6 in Schedule/Class SCH40
Designed Vertical Separation 12 in Length 81 ft
Gravel-based Drainfield Required? O Yes Fe No Diameter 1 in
Pump Required? Er Yes O No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 12
Diff. in Elevation Between Pump&Uppermost Orifice 12.4 ft Dose quantity 31.5 gal
Drainfield Squirt Height/Selected Residual(head) N/A ft Chamber Capacity(flood) 198 gal
Uppermost Orifice Er O Lower than Pump Shutoff Pump controls:Please check those required.
Capacity @ Total Pressure Head 6.4 gpm O Timer a s ter O Event Counter
Calculated Total Pressure Head 120.5 ft to o Pump off
Comments
FEB 19 2025 kei
MASON COUNTY ENVIRONMENTAL HEALTH
Revised: 6/11/2025
DESIGN FORM—PAGE TWO Assessor's Parcel Number:3 2 1 12 12 15 0 0 0 2 0 16 '
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
le Test hole locations lig Drainfield orientation and layout Reference depth from original grade:
Er Soil logs Er Trench/bed dimensions and Pr Septic tank
Er Property lines critical distances within layout V Drainfield cover
❑ Existing and proposed wells 0 D-Box/Valve box locations
p p Reference depth from original grade
within 100 ft of property Fr Septic tank/pump chamber and restrictive strata:
11 Measurements to cuts,banks, and locations ke Laterals,trench bed,top and
surface water and critical areas V Observation port location bottom
❑ Location and orientation of 0 Clean-out location 0 Curtain drain collector
curtain drain and all absorption ❑ Manifold placement 0 Sand augmentation
components IV Orifice placement Other cross-section detail:
Mr Location and dimension of Er Lateral placement with distance 0 Observation ports/clean-outs
primary system and reserve area to edge of bed
Buildings Other Information
le Audible/visual alarm referenced Yes No
O Direction of slope indicator lir Scale of drawing shown on scale 0 P'Design staked out
le Waterlines bar O V'Recorded Notices attached
✓ Roads, easements, driveways, P' Elevation benchmark and relative 0 FrWaiver(s) attached
parking elevations of s ste o n lie 0 Pump curve attached
le North arrow and scale drawing ,..,' le 0 Evaluation of failure
shown on scale bar 't, .. t
Non-residential justification
' FEB "19 201'3 k. „
0 ❑ Waste strength
MPV COUNT`(EP1VIRnNNAFNTAL 1 EALTF
0 0 Flow
SIGN A) VAL
The undersigned designer must be notified by installer at time of installation I 'Yes 0 No
2-10-2026
•.ign re o I • er Date
The undersigned has reviewed this design on behalf of Mason County Public Health and determined it to be in
compliance with state and local on- ' regulations:
Envi o to Health Specialist Date
CAUTION: DESIGN APPR AL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
✓ The design is stamped"Approved"by Mason County Public Health.
✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: 2—t$---2,7
✓ 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. Revised: 6/11/2025
*IMPORTANT NOTICE _
THIS IS NOT A SURVEY. THE INFORMATION AND LOCATIONS SHOWN
.Z . .
HEREIN ARE DERIVED FROM PUBLIC RECORDS,OWNER STATEMENTS,
AND FIELD OBSERVATIONS. NOW WARRANTY IS EXPRESSED OR IMPLIED
AS TO ACCURACY. WE RECOMMEND THAT WHEN QUESTIONS EXIST,
THE OWNER OBTAIN THE SERVICES OFA LICENSED PROFESSIONAL LAND
SURVEYOR H PRIOR ISO CONSTRUCTION LYINTENDED
OR RTHE R THIS INFORMATION. El
THIS INFORMATION IS ONLY INTENDED FOR THE PURPOSES OF SEPTIC
SYSTEM CONSTRUCTION AND AS-BUILT LOCATING.
SCALE : 1 " = 20 '
C "0 20 40
9° v
7
/ �I ss
L / °m
/ 81LF 1"PVC SUPPLY/
67LF 1"PVC RETURN
EXISTING FAILED DRAINFIELD
W (NOT PERMITED LATERALS)
TO BE ABANDONED IN PLACE
O
O \
O `
P A.
V
`� \�•• \ / X113 \� AIR RELIEF•
,.�� \/ \
•C•
p1." 4,. EXISTING ABANDONED DRAINFIELD
LATERALS WERE INSTALLED ON THE
6 NEIGHBORS PROPERTY.
1 ^h h �� *IF EXISTING DRAINFIELD IS
- r‘°, ' s.. •-- ENCOUNTERED DURING INSTALL
BRIDGE TO NATIVE USING WITH
ASTM C-33 SAND*
:; ,l : :: :::. GRAVEL 1RIVEWAY
sy :: .% /
PROPOSED PRIMARY DRAINFIELD /
DRIP IRRIGATION WITH A PRETREATMENT DEVICE ::::��\J�•:................ /
MEETING TREATMENT LEVEL'B'
450LF OF NETAFIM 08WRAM.4-12 1/2"DRIP LINE 1.5'O/C `•:•�.:•:•:•: :••
`� ' / -
675 SQABSORPTION AREA .• � �" '`
BEGINNING OF LATERAL
• • g0 D /
END OF LATERAL - /
4 /
, '' /
WM 0 /
TANK NOTES: ' /
1.BNR-600 IN A 1070 GALLON /
INFILTRATOR CM-1060 THREE /
DATE:2/6/26
COMPARTMENT ATU TANK /
2.1070 GALLON INFILTRATOR CM-1060 /
SINGLE COMPARTMENT PUMP TANK SOIL LOG: TAKEN: 1/29/26 kr;�
BY:JUSTIN COOPER
3.EXISTING SEPTIC TANK TO BE Axi.; 9'
DECOMISSIONED,FILLED W/PEA GRAVEL SL1: 00-19"LOAMY FINE SAND `°'of '��fi`�
AND CRUSHED IN PLACE DRAIN ROCK IN TEST PIT `( AA"
23013594 tP
4LICE W.
DESIGNER
SCOPE OF WORK(SOW) SEPTIC SYSTEM REPAIR DESIGN
EXISTING SYSTEM HAS FAILED. OSS DESIGN OWNER: COLLEEN BOURGAULT
IS FOR A 3 BEDROOM SINGLE FAMILY RESIDENCE.
CONTACT: 360 490-2484
SITE ADDRESS: 61 E CARDIGAN CT
PARCEL NO: 32122-50-00206
'76SUBDIVISION: LAKE LIMERICK 3
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,4, p p B
;L E LOT NO: 206
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FEBq „ �3 '+ y PAGE 1 OF 3
9 t JW
ONESCOOP INC
MASON COUNTY ENVIRONMENTAL HEALS12201 OSPREY DR NW
j ' GIG HARBOR, WA 98332
253-376-0479 coopjustin@gmail.com
MCHD APPROVAL
SITE ASSESSMENTS. •SEPTIC SYSTEM DESIGNS• -SOIL ANALYSIS.
SYSTEM DATA INPUT 1. CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE LATEST REGULATION AND REQUIREMENTS OF THE COUNTY
GALLONS PER DAY 360 HEALTH DEPARTMENT AND W.S.D.O.H. THIS SYSTEM REQUIRES PERIODIC MAINTENANCE. THE CERTIFICATION OF THE
MAXIMUM EMITTER DISCHARGE RATE PER DAY 0.80 DRIP DISPOSAL TRENCH DETAIL A MINIMUM 6"COVER REQUIRED DESIGN AND INSTALLATION DOES NOT INSURE CONTINUOUS TROUBLE FREE OPERATION.
SELECT EMITTER FLOW RATE(GPH) 0.42 2. THIS IS NOT A SURVEY. TOPOGRAPHY,BENCHMARKS,AND ELEVATIONS ARE BASED ON ASSUMED DATUM, FIELD
SELECT EMITTER SPACING(INCHES) 12 ORIGINAL GRADE OBSERVATIONS, OWNER STATEMENTS,AND PUBLIC RECORD. IF BOUNDARY CONTROL IS NOT AVAILABLE AND CLEAR,A
FLUSH VELOCITY(FPS) 2 A
SU
RVEY COMMENCING
SHOULD BE OBTAINED TO COMM ING INSTALLATION. CO PRIOR PLEASE CONTACT
€= ' ORIGINAL UNDISTURBED
A PROFESSIONAL LAND
C° SURVEYOR TO HAVE THIS SURVICE PERFORMED.
NATIVE SOIL
ASSUMPTIONS
ESTIMATED PUMP FLOW RATING 20 �LOAMY.FINE.'s �—� 3. NO EXCAVATION OR ALTERATIONS AFFECTING DRAINFIELD AREASAREPERMITTED. C
�" �-1/2"DRIP TUBING A ANY ENCROACHMENTS INTO
INLET PRESSURE(psi) 45 19" II SAND DRAINFIELD AREAS MAY RENDER THE SIRE UNUSABLE. REDESIGNS REQUIRED DUE TO ENCROACHMENTS WILL BEAT
INLET PRESSURE(feet of head) 104.0 €€ 0.6 E €E 6"MIN OWNER'S EXPENSE.
ROW SPACING BETWEEN DRIPLINES(feet) 1.5' TRENCH DEPTH
NUMBER OF ZONES 1 4. THE AEROBIC TREATMENT UNIT IS TO BEA WATER TIGHT WASHINGTON STATE APPROVED NUWATER BNR-600/NA
HOURS PER DAY TO USE FOR DOSING 24 1070 GALLON CAPACITY, THREE COMPARTMENT INFILTRATOR CM-1060 ATU TANK WITH 24"DIAMETER RISERS WITH
r ...................
ELEVATION CHANGE FROM PUMP TO DOSE TANK(feet) 5.0' RESTRICTIVE LAYER 19" COMPATIBLE LOCKING LIDS ARE TO BE INSTALLED OVER MANHOLES. 12"RISERS WITH SCREW CAPS ARE REQUIRED OVER INLET
ELEVATION CHANGE FROM DOSE TANK TO DRIP FIELD(feet) 8.0' AND OUTLET PORTS. ALL RISERS ARE TO BEAT FINISHED GRADE, WATERPROOF AND CHILD/TAMPER RESISTANT. ALL TANK
LENGTH OF SUPPLY LINE&SUPPLY&FLUSH MANIFOLDS(feet)_ 148 DRIPLINE TO BE PLACE 6"INTO NATIVE SOIL. PENETRATIONS SHALL BE MADE WATERTIGHT.
TYPE OF PIPE-SUPPLY LINE&MANIFOLDS PVC SCH 40 5. THE DRAINFIELD SHALL BEA MINIMUM OF 5 FEET FROM PROPERTY AND EASEMENT LINES, 10 FEET FROM WATER
SIZE OF SUPPLY&MANIFOLD PIPE finches) 1 LINES, 10 FROM HOUSE FOUNDATION,AND 100 FEET FROM WELLS.
PIPE ROUGHNESS CONSTANT 150
INSIDE DIAMETER OF PIPE(INCHES) 1.049 6. WATER LINES MUST BE A MINIMUM OF TEN FEET FROM SEPTIC COMPONENTS. WATER LINES CROSSING SEWER
NUMBER OF DAILY DOSING EVENTS PER ZONE 12 TRANSPORT LINES MUST CROSS AT MINIMUM OF 18 INCHES ABOVE SEWER LINES AND BOTH PIPES MUST BE SLEEVED
TOTAL SYSTEM INFORMATION TEN FEET EITHER SIDE OF CROSSING.
APPLICATION AREA REQUIRED(square feet) 675 7. THE INSTALLER SHALL CONTACT THE DESIGNER UPON COMPLETION OF SYSTEM FOR FINAL AS-BUILT INSPECTION.
TOTAL AMOUNT OF BIOLINE REQUIRED(feet) 450
TOTAL NUMBER OF EMITTERS IN DRIPFIELD 450 8. THIS SYSTEM IS NOT DESIGNED FORA GARBAGE DISPOSAL. THE USE OF SUCHA DEVICE COULD RESULT IN SYSTEM
FAILURE.
ZONE INFORMATION
NUMBER OF ZONES 1.0 9. NO CHANGES OR ALTERATIONS ARE TO BE MADE TO THE DESIGN WITHOUT THE PERMISSION OF THE DESIGNER. ANY
AMOUNT OF BIOLINE PER ZONE(feet) 450 DISCREPANCIES FOUND WITH THE DESIGN OR DIFFERING SITE CONDITIONS TO INCLUDE LOCATION OF THE HOUSE&
NUMBER OF EMITTERS PER ZONE 450 ORENCO PF2010 PUMP CURVE SEPTIC TANKS MUST BE REPORTED TO THE DESIGNER PRIOR TO COMMENCING ANY WORK.
MINIMUM NUMBER OF LATERALS PER ZONE 2
MAXIMUM NUMBER OF LATERALS PER ZONE 11 350■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
�i MINA ■■■■■■■ 1 10. THIS SYSTEM IS DESIGNED FOR A 3 BEDROOM SINGLE FAMILY RESIDENCE WITH NORMAL RESIDENTIAL WASTE
NUMBER OF LATERALS THAT WILL BE USED 2 ■■■■immt.■■■■■■■PF20 SERIES, 60 Hz■ STRENGTH CHARACTERISTICS. THE MAXIMUM WATER USE SHALL NOT EXCEED360 GALLONS PER DAY.THE DESIGN
Mit
FLOW RATE PER ZONE(qZIMUM LENGTH OF pm)
LATERALS
GPD DESIGN FLN OW: 3.2 INLET
3.2 GPM PRESSURE 310 300�P�2■�5EMENIO..�'2 PTO 1-■■■■/2 ;; CALCULATED SOIL LOAD RATE IS 0.6 GAL/FT2/DAY. REQUIRED APPLICATION AREA IS 675 SQ FT
HOLDING CAPACITY OF DRIPPERLINE PER ZONE(gallonsl 6.0 ■■■■■■■■■■■■■■►'\■■■■■■■■■■■■■■
ADDITIONAL FLOW REQUIREMENT TO ACCOMODATE FLUSHING VELOCITY 3.2 - ■■■■■■■■■■■■■■■I•\■■■■■■F■■■■■■ 11.INSTALL450LFOF NETAFIM 08WRAM.4-12V500 1/2"DIA DRIP LINE. DRIP LINE MUST BE LEVEL.
■■■■■■■■■■■■■■■■\■■■■■■ ■■■■■■
-. !T�,MIIIM■■■■■■■■\�■■■■■■■■■■■■
250=- 13.LOT(S)SIZE IS 16.117.2 FT SQ.
HOLDING CAPACITY OF PIPING i PF2010iiiiiiiii.Miii■iiiiii
III ■■■■■■■\�■■■■\\■■■■■■■■■ 13.PUMP CHAMBER SHALL BE A W.S.D.O.H.AND HEALTH DEPARTMENT,APPROVED,SINGLE COMPARTMENT, WATERPROOF
HOLDING CAPACITY(gallons)OF SUPPLY LINE&SUPPLY&FLUSH MANIFOLDS 6.6 O
HOLDING CAPACITY(gallons per zone)OF BIOLINE 6.0 Q ■■■■■■■■■■■■■■■E\■■■MUMIII ■■■ INFILTRATOR CM-1060 SINGLE COMP TANK WITH A MINIMUM 1070 GALLON CAPACITY. A RISER WITH LOCKING
HOLDING CAPCITY(gallons)OF SUPPLY LINE.MANIFOLDS,AND DRIPPERLINE 12.6 W 200 R I j j j�j��=ME M\ �j jILIM E LOCKING LID TO GRADE IS REQUIRED
_ ■■■■■■■■■■■■■■■■■■\\■■\ ■■■■■■
LL ■■■■■■■■■■■■■■■■■■■\�■■ ■■■■■■ 14. THE PUMP SHALL BE AN ORENCO MODEL PF2010 THAT PRODUCES AT LEAST 120.5 FT OF HYDRAILIC HEAD WHILE
HEAD LOSS DATA-DOSING &FLUSHING CYCLE 0 ■■■■■■■■■■■■■■■■■■■■\\■ \�■■■■■ PUMPING 6.4 GPM. ANY ALTERATIONS TO THE DESIGN MAY REQUIRE RESIZING OF THE PUMP.
FRICTION LOSE PER 100'(psi)IN SUPPLY LINE&MANIFOLDS 1.0 T.!■!■■■�■■■■■■■■■■■■■ MINMA■■■■
1,' Ili::_ �..
��I.M■■■■■■■■■■iI■\a■■■
VELOCITY(fps) 2.4 W PF2005 a�■■■■mi ■■■■■■■■■ \ e■■
FRICTION LOSS IN SUPPLY LINE&MANIFOLDS(psi) 1.5 W imp,.di k'lEI■■■■■■\�\■■■■■■ • ■fi\\■\'■■ 15. PUMP CONTROL-ALARM PANEL:SHALL BEAN OUTDOOR APPROVED OR WEATHER PROTECTED&READILY ACCESSIBLE,
Li. ■■■■lei 0I■■■■■■■■■\n■■■■■■■\■■AN NUWATER NR TIMER, SINGLE PHASE,AND SIMPLEX, TIMED-DOSE CONFIGURATION(OR APPROVED EQUAL), USED IN
FRICTION LOSS IN SUPPLY LINE&MANIFOLDS(feet of head) 3.5 ■■■■■V■■■■■■■■■■■■iN■■■■■■VAIL■
ADDITIONAL PRESSURE REQUIRED FOR RETURN MANIFOLD AND PIPING TO TANK(psi) 5.0 100■■■■■■■■■■■■■■■■■■■■►\■■■■■l�■►\ CONJUNCTION WITH ORENCO(OR APPROVED EQUIVALENT FLOATS. DOSING VOLUME TO
BE 31.5 GAL/DOSE WITH 12 DOSES/DAY.PRESSURE REQUIRED FOR RETURN MANIFOLD AND PIPING TO TANK(feet of head) 11.6 ■■■■■■■■■■■■■■■■■■■■■\Z�■■■■ \ Y. THE ACTUAL RUN TIME SHALL BE DETERMINED BY TESTING&BE VERIFIED BY THE
■■■■■■■■■■■■■■■■■■■■■■■I►.I■■■\\ DESIGNER DURING PRESSURE TEST. ALL ELECTRICAL WORK SHALL BE INSTALLED ACCORDING TO THE INSTALLATION OF
TOTAL DYNAMIC HEAD(TDH) 120.5' ■■■■■■■■■■■■■■■■■■■■■■■■■►\■■\
■■■■■■■■■■■■■■■■■■■■■■■�■■\a■■ THIS ON-SITE SEWAGE DISPOSAL SYSTEM.USE RHOMBUS SJE DOUBLE FLOAT MASTER PUMP SWITCHES
CONTROL SETTINGS INFORMATION 50■■■ ■■■■■■■■■■■■■■■■■■■
■ ■■■■C\
TOTAL SYSTEM RUNTIME PER DAY(minutes 11) 4 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■\
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
TOTAL RUNTIME PER ZONE PER DAY(minutes) 114 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
TOTAL SYSTEM DOSING EVENTS PER DAY 12 0■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
RUNTIME FOR EACH DOSE(minutes) 10 0 5 10 15 20 25 30
OFF TIME BETWEEN DOSES(hours to nearest 0.1) 2.0 GALLONS PER MINUTE(GPM)
MISCELLANEOUS INFORMATION
DOSING VOLUME PER EMITTER PER DOSE(c alq Ions) 0.07
INCHES PER WEEK OF DOSING 5.99 I
SEPTIC SYSTEM! PAIIR DESIGN
VOLUME OFA SINGLE DOSE 31.5 GALLONS ��
PUMP SELECTION Er�..fi,�.�-" r OWNER: COLLEEN BOURGAULT
PUMP FLOW RATING(GPM) 6.4 z CONTACT 360 490-2484
POTALUMP ANU AC HEAD(feet) 120.5' -r SITE ADDRESS: 61 E CARDIGAN CT
PUMP MANUFACTURE&MODEL PF2010 �„' r r illKO' DATE: 2/6/2026
--, a �It PARCEL NO: 32122-50-00206
`j SUBDIVISION: LAKE LIMERICK 3
ELEVATIONS �� 1 ��j�1j�
TEMPORARY BENCH MARK(TBM): HOUSE CORNER ``" O r AI, • I,
TBM ELEVATION: 98.8' '�• '- LOT NO: 206
f PLUMBING STUBOUT. 99.0' z ;�a . , '77A1 PAGE 2 OF 3
ATU TANK INLET. 93.5' al of yVq <\A
ATU TANK OUTLET 93.3' Z 4i t 21 JW
PUMP TANK INLET: 93.1' y� ¢ - �'' .
PUMP ELEVATION: 89.1' f s;, �$s' N z Ay 45,1 ONESCOOP L�N��OO(I INC
HEADWORKS: 94.5' ,sue. ( �$63 '4 ��� 12201 OSPREY DR NW
DRIP LINE INVERT: 101.5' ` +� JUSTIN COOPER�,I
��I , 2 II , -.11� GIG HARBOR, WA 98332
'��I�IMONANANN��A.•%%•Viglk) 253-376-0479 coopjustin@gmaiI.com.
MCHD H D APPROVAL -SITE ASSESSMENTS SEPTIC SYSTEM DESIGNS- -SOILANALYSIS-
UNIVERSAL SAFETY SCREEN PUMP TANK DETAIL HD FOWLER CONTINUOUS FLUSH DRIP DISPERSAL HEADWORKS
EZsnap SAFETY STAR OR EQUIVALENT IS REQUIRED AEROBIC TREATMENT UNIT DETAIL
TO BE INSTALLED ON EACH TANK RISER BNR-600 IN A 1070 GALLON 1070 GALLON INFILTRATOR CM-1060
D INFILTRATOR CM-1060 THREE SINGLE COMPARTMENT PUMP TANK 41,
24"SECURED LID WITH GAS TIGHT SEA CHECK VALVE
O �' " �y COMPARTMENTATU TANK +•BALL
_ 3 LAYERS OF VALVE
z WATERTIGHT _- J-BOX a 26-ACCESS RISER FILTER FABRIC D-38 PS!
(EXTEND e• PRESSURE
() RISERS(fYP) uv vc VrP1 UAL POHTAEPATOR 1°FLOATPORT- TO0RAINFIELD PAST RISER) GAUGE
O , SUPPORT - - 1'SCH 40 PVC
Pvclrr, JO` a TO TANK - � �...u� E FROM FIELD
- - ,' J RETURN LINE
a, �'" ,I---° 1'SCH4opVc 3/4"MASTER METER FOR
`E ITI ('_ I PVC DISCHARGE PIPE WITH ► RECLAMED WATER
Z - —� , r S 1 3116'DRILLED ORIFICE
.- ee „°,- 1 — • I 270 GALLONS III,II ®)I`1�:11��� -� TO FIELD
_
�,�Au ,,A- EMERGENCY STORAGE o-T0D Psl
"� - HIGH WATER ALARM ! pl� 1"UNION
e.e^ 'a^ -SET AT 760 GAL PRESSURE
ITT ...,,- TRASH CHAMBER DIGESTER CHAMBER GAUGE
za^ z VAN
- _ 360 GALLONS
DF-Wd -` — WORKING VOL /� O - �•I O I E FROM PUMP
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E, , ,0 ;r • i° 1 400 GALLONS
\'` ,-_� _ ��•�•• r suBMERSIBLE PUMP 'TECH FILTER 24'DIAMETER
L SEE PUMP SPEC 1?— I RIBBED RISERvPnwuiELTOATwrvn Yrw. —
"` SLUDGE RETURN *TANKS TO BE WATERTIGHT
DRIP FIELD LAY OUT 1"PVC SUPPLY -TEST BY FLOODING INTO RISERS DATE:2/6/26
f-1"PVC RETURN
ALL TANKS TO BE ANCHORED TO PREVENT BUOYANCY. �O t1
tAIR/VACCUM BREAKER INSTALL ANTI-BUOYANCY DEVICE PER ATTACHED 11�11
INFILTRATOR TANK BUOYANCY WORKSHEET lit.:•.,1�%1RUN#1 FLOW / CC",
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SPACING LATERAL #1 SI,��la ti'-;. $$
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1.5' RUN#2 ¢ „��
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RUN#3 $Of JUSTIN W.ICOOPER 3594 ��,,• I
E- 1/2"FLEX PVC TUBING ��' LICENSED DESIGNER • ,��
(3'-6"MIN. TOTAL LENGTH) ����������`���`�`A��������`�
RUN#4 FLOW
� —� DRIP LINE
LOOP A
CONNECTION RUN#1 FLOW 1/2"MPI X BARBED
SEE DETAIL A AC - RAM MALE ADAPTER b,
o
LATERAL #2 1/2"FP ADAPTER n
RUN#2 �� DRIP LINE
RUN#3 LOOP CONNECTION
NTS
RUN#4 FLOW
MCHD APPROVAL
t DRIP LINE
CONTINUOUS FLUSH HEADWORKS SETUP NOTES SEPTIC SYSTEM REPAIR DESIGN
THE HEADWORKS UNIT IS SET UP FOR A MAXIMUM FLOW RATE OF 15 GPM AT 60 PSI(138.6 FT HEAD) WITH A 1"NETAFIN TECH FILTER. THE SYSTEM WILL USE A OWNER: COLLEEN BOURGAULT
CONTINUOUS FORWARD FLUSH THROUGH THE TECH FILTER WHILE MAINTAINING A 2 FEET PER SECOND VELOCITY THROUGH THE DRIP FIELD. ADJUST THE HEADWORKS CONTACT: 360 490-2484
FOR NORMAL OPERATION USING THE FOLLOWING STEPS:
SITE ADDRESS: 61 E CARDIGAN CT
1. FLUSH THE PIPE AND TUBING NETWORKS OF ALL CONSTRUCTION AND SOIL DEBRIS. CLOSE THE FIELD FLUSH VALVE AND RUN THE PUMP TO STABILIZE PRESSURE. PARCEL NO: 32122-50-00206
2. WITH PRESSURE STABILIZED, RECORD THE FLOW METER RATE FOR 1 MINUTE. THIS IS THE ACTUAL DOSE FLOW RATE IN GPM. SUBDIVISION: LAKE LIMERICK 3
LOT NO: 206
3. CALCULATE THE FLUSHING FLOW RATE BY MULTIPLYING THE NUMBER OF SUPPLY MANIFOLD CONNECTIONS BY 1.6 GPM. (2 CONNECTIONS X 1.6 GPM=3.2 GPM) PAGE 3 OF 3
ADD THE DOSE RATE TO THE FLUSHING FLOW �W
RATE. THE ACCUMULATIVE FLOW RATE IS THE MINIMUM FLOW RATE NEEDED TO ACHIEVE SCOURING VELOCITY THROUGH THE SYSTEM. Oo NES0OOP INCA
4. WITH THE PUMP ON, SLOWLY OPEN THE FIELD FLUSH VALVE UNTIL THE RETURN PRESSURE GAUGE READS 10 PSI. 12201 OSPREY DR NW
GIG HARBOR, WA 98332
5. RECORD THE FLOW RATE THROUGH THE FLOW METER. THE RATE SHOULD BE GREATER THAN THE REQUIRED ACCUMULATED FLOW RATE. IF NECESSARY, THE RETURN 253-376-0479 coopjustin@gmail.com
PRESSURE MAY BE INCREASED TO APPROXIMATE THE MINIMUM ACCUMULATED FLOW. •SITE ASSESSMENTS. •SEPTIC SYSTEM DESIGNS. •SOILANALYSIS.