HomeMy WebLinkAboutSWG2026-00051 - SWG Application / Design - 6/22/2026 MASON COUNTY 415 N 6TH STREET,SHELTON,97 ,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: SWG2026-00051
APPLICANT Acme Septic Design Phone: 3606988488
Address: P.O. Box 2954 Silverdale,WA 893
APPLICANT FULLER MANAGEMENT GROUP LLC Phone: 206.636.8136
Address: 11010 HARBOR HILL DR, STE 306 GIG HARBOR,WA 98332
OWNER FULLER MANAGEMENT GROUP LLC Phone: 206.636.8136
Address: 11010 HARBOR HILL DR, STE 306 GIG HARBOR, WA 98332
SEPTIC DESIGNER ROD LEFT* Phone: 360-698-8488
Address: PO BOX 2954 SILVERDALE,WA 98383
Site Address: UNKNOWN
Primary Parcel Number: 223205000056
Permit Description: New 2bd ATU to subsurface drip
Permit Submitted Date: 02/25/2026
Permit Issued Date: 06/22/2026
Issued By: Rhonda Thompson
Current Permit Fees Paid: $910.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 03/02/2029 (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 Drain field 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 RECENEO:
C
AMOUNTRECENE RECEI ED BY:
Public Health & Human Services c{b Cl)
Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 CA
415 N.6th Street-Shelton,WA 98584 S WG _ G O 0
✓ Z V1
ON-SITE SEWAGE SYSTEM APPLICATION
APPLICANT PHONE m m
David MAILING
AD FuI Ier
RESS- REET,CITY,STATE,ZIP CODE 206-636-8136 C
11010 Harbor Hill Dr#306 �Co ig Harbor WA 98332 M
SITE ADDRESS-STREET,CITY,ZIP CODE
Lot 56 NE Rhody Ln Tahuya WA 98588
NAME OF DESIGNER �� PHONE I N
Rod Left �- 360-698-8488
NAME OF INSTALLER PHONE v I W
PERMIT TYPE(select one) rr DRINKING WATER SOURCE I
®RESIDENTIAL OSS EICOMMUNITY OSS iLtICOMMERCI LOSS Dl PRIVATE INDIVIDUAL WELL Dl PRIVATE TWO-PARTY WELL Z
TYPE OF WORK(select one) PUBLIC WATER SYSTEM Lake Christine Community HOA I O I
®NEW CONSTRUCTION/UPGRADES Dl REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ❑ TABLE X REPAIR I C fl
SUBMITTALS �t I ❑SURFACING SEWAGE 0 EXISTING FAILURE ❑SHORELINE
®DESIGN FORM(REQUIRED) SEPTIC DESIGN(REQUIRED) BEDROOMS I LOT SIZE WAS LOT CREATED AFTER 4/1@0257 0 I D
51WAIVER(S)(IFAPPLICABLE) 0.35 ❑ YES Q NO l9
DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate) I
IC
4-0 2I� _ o I I
c nek Ste- cc �5 I `nc6 -Qek
SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS.
OFFICIAL USE ONLY BELOWTHIS LINE
UPGRADE!FAILURE SOURCE(far reporting purposes)
❑VOLUNTARY ❑MAINTENANCE/PUMPING ❑BUILDING PERMIT ❑HOME SALE ❑COMPLAINT ❑OTHER:
INSPECTOR SOIL LOGS COMMENTS/CONDITIONS
o / 3 V 3
1tk7Sw
RECORD DRAWINGAND INSTALLATION REPORT
SOIL CODES:
V=VERY G=GRAVELLY S=SAND L=LOAM SI=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINALAPPROVAL.
INSPECTOR SIGNATURE DATE I APPLICATION EXPIRATION DATE APPUCATIONAPPROVEDIISSUED BY DATE
THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:4/14/2025
1St- '
DESIGN FORM—PAGE ONE Assessor's Parcel Number: I22 3 2 0 5 0 0 0 0 5 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.
Scaled plot plan,including all applicable items on checklist. Cross-section sketch,including all applicable items on checklist.
This form maybe scanned and available for public view on the Mason County Web site.Maximum parer size: 11"X17"
Permit Number: SWG t 2-Q--c Designer's Name: Rod Left
Applicant's Name: David Fuller Designer's Phone Number: 360-698-8488
Mailing Address: 11010 Harbor Hill Dr#306 Designer's Address: PO Box 2954
Gig Harbor WA 98332 City State Zip Silverdale WA 98383
City State Zip, Designer's Email Info@acmeseptic.com
Treatment Device
O Glendon ❑Sand Filter ❑Mound O Sand Lined Drainfield ❑Recirculating Filter l IIATTU NuWater 1 ❑Other
Treatment Level(check all that apply): ❑A YlLi B ll!l C ❑BLI IBL2 YJ BL3 Y!E YJ N
Drainfield Type
❑Gravity ❑Pressure ❑Trench ❑Bed 117'Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 2 Schedule/Class Netafim
Daily Flow:Operating Capacity 180 gpd Length 300 ft
Daily Flow:Design Flow 240 gpd Diameter 1 in
Septic Tank Capacity(working) n/a gal Number n/a
Receiving Soil Type(1-6) 4 Separation 2.5 ft L
Receiving Soil Appl.Rate s Dt8 gpd/ft2 Orifices
Required Primary Area 747 ft2 Total Number of Orifices 300 I/
Designed Primary Area 747 ft2 Diameter n/a in
Designed Reserve Area 747 ft2 Spacing 12 in L/
Trench/Bed Width 1 inch ft Manifold
Trench/Bed Length 300 ft Schedule/Class n/a
Elevation Measurements Length n/a ft
Original Drainfield Area Slope 25-35 % Diameter n/a in
New Slope,If Altered 25-35 % Preferred manifold configuration used? ❑Yes O No
Depth of Excavation Up-slope 17 in Transport Pipe
from Original Grade Down-slope 17 in Schedule/Class 40
Designed Vertical Separation 12+ in Length 58 ft
Gravel-based Drainfield Required? ❑Yes Ed No Diameter 2 in
Pump Required? Rf Yes ❑No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 24 ''
Diff.in Elevation Between Pump&Uppermost Orifice 23 ft Dose quantity 10 gal
Drainfield Squirt Height/Selected Residual(head) n/a ft Chamber Capacity(flood) 1200 gal J/
Uppermost Orifice I 'Higher ❑Lower than Pump Shutoff Pump controls:Please check those required.
Capacity @ Total Pressure Head 3 gpm Rf Timer 56 Elapse Meter liu Event Counter
Calculated Total Pressure Head 40 lbs ft If Timer: Pump on 3 min 20 sec ,pump off 1 hr
Comments APPROVED
JUN 222026
MASON COUNTY ENVIRONMENTAL HEALTH Revised:6/11/2025
RET
}
DESIGN FORM—PAGE TWO Assessor's Parcel Number 2 2 3 2101 5 010101 015161
Permit Number: SWG
s1
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
if Test hole locations ( Drainfield orientation and layout Reference depth from original grade:
if Soil logs if Trench/bed dimensions and Eé Septic tank
I Property lines critical distances within layout ' Drainfield cover
❑ Existing and proposed wells ❑ D-Box/Valve box locations Reference depth from original grade
within 100 ft of property i.f Septic tank/pump chamber and restrictive strata:
Measurements to cuts,banks,and locations
Laterals,trench bed,top and
surface water and critical areas
Observation port location bottom
❑ Location and orientation of 9f Clean-out location ❑ Curtain drain collector
curtain drain and all absorption ❑ Manifold placement ❑ Sand augmentation
components
Orifice placement Other cross-section detail:
1 Location and dimension of ld Lateral placement with distance id Observation ports/clean-outs
primary system and reserve area to edge of bed
g Other Information
Buildin
g fAudible/visual alarm referenced Yes No
Direction of slope indicator Q( Scale of drawing shown on scale O i(Design staked out
Waterlines bar ❑ Recorded Notices attached
Roads,easements,driveways, 7 Elevation benchmark and relative O it Waiver(s)attached
parking elevations of system components O Pump curve attached
I North arrow and scale drawing O D'Evaluation of failure
shown on scale bar Non-residential justification
❑ R(Waste strength
❑ G'Flow
DESIGN APPROVAL
The undersigned designer must be notified by i staller at time of installation E+ 'Yes ❑ No
ature 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 re ulations:
�[Z,Z-tom
Environmen l Health Secialist Date
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
✓ The design is stamped"Approved"by Mason County Public Health. f I
✓ 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. Revised:6/11/2025
' `t _• ._ ..ae+yerr.a�aci:t.�;:c+rnr�erf Sv�maQ'w,e 6y-�r�:ili+oFFa.inc'
I j•N .
•
PARTSLIST NuWater NR Assembly Diagram
A_DUAL PORTAERATOR:. N1:POLY RIEEIJ$ER BA1i,(2)
B:l$ RUBBER.90'.W(CL PS(2) N2EC110t}):
C "BARBED i►DAPT0R X1I2"NP (2).. bz SLIP GAP:
Ii;1%2r SLIP.X 172 NPT ADAPTOR P;1/8 CLEAR PVC`I OSE,(OPTIQTIAL 5�-
E:;1 STREET X;=12"NPT=:BUSHING,(a). :0 1/x';PVC;PIPE(BY INSTALLER) A D �p q e
F.1lr-•90'ELBQiN:(3). R "PV0;PIBE(BYINStAL ER)` Pr v
G1"X•rX1]2"-TEE. S,24F?1iCPIF�E{BX')NSTAItEI�- JUN 2
H;:?I":90`.El'$OY�(( ) 'T.:1'/6':BP.iReEOAbE�B.1'OF2;TQ•'1/A."NP1`:(2); 2 2026
12 XIBUSHING u::arr rREETY 1i4'NPT:eus COUNTY ENV1RON ENT EAR•
J:z'SANITARY TES; V:i : uc:coupt�a�zj
K,1'PVC.CRO'SS': W`2 COIJI I RY IwTALLI I2} RET
Lx;.COUPLER YJNSTALIERR:
Revised 2/25/12
9,-2'
WATERTIGHTTYP) LID VENT(typ) DUAL PORT AERATOR
RI36"MAX. F1"PVC(TYP)
112"PVC MASTIC
AIRLINE cl-I-- I 4'
2"COUPLING
&REDUCER 6"
PVC SLUDGE
12" RETURN LINE
2"PVC
TRASH CHAMBER DIGESTER CHAMBER CLARIFIER
OPERATING CAPACITY:417 GALLONS OPERATING CAPACITY:421 GALLONS CHAMBER
FLOOD CAPACITY:490 GALLONS FLOOD CAPACITY:494 GALLONS 160 GALLONS
FLOOD:191 GAL.
65" 56"
54" 5O"
53"
0 0 0
36" o ° 1°X1/2'
° TEE
o ° ° o
/,LPG R®VE®
III 12'
JUN IV 222026 O' DIFFUSER BARS TANK
PARALEL TO WA(2) LL 4.
I I H SLUDGE RETURN
RETRET % 1.5"TAPER
SIDE VIEW
1 01.4 STONE-FREE NATIVE SOIL
OR COMPACTED SAND
OVER STONY SOIL
INSTALLATION INSTRUCTIONS
1)Excavate tank hole with vertical walls to 1 foot larger than
tank on all sides.
2)If bottom of hole is stony,Install 3"of compact sand&level 9`2"
out with screed. ----- --- ---
3)Install tank in center of hole,keeping 1 k.void space on
all sides. I 24'RISERSI P) 24"BLOWER
4)As tank Is filling with water,fill In void sP P ace with com act I I OUSING CAS
N TOP OF,LI
7
granular(sandy)soil free of large clumps of clay. I I I I
5)Install rest of system,&affix risers to adapters with I I I I
waterproof adhesive. I 012"RISER
6)Perform watertightness test in field as required by local
jurisdiction. I I I I I I
7)Upon approval to backfill,carefully backfill with native
soils over top of tank. I TRASH CHAMBER 1 I DIGESTER I I CLARIFIERI 7
8)Final grade the surface to avoid chanelling surface L-----_•J L-------J L._-J
water toward tank.
TOP VIEW
f'=2.81t
wu°?ZO AEROBIC TREA TMENT TANK DETAIL FOR
NuWATER BNR-500 TREATMENT UNIT
ENVIRO-FLO, INC. REVISED: I A
Wastewater Treatment Technologies 3/01/12 P.O.BOX 321161,Flowood,MS 39232 SCALE:
(877) 836-8476 (601)845-4716 fax 1"
= 1.4 ft.
www.enviro-tlo.net
Table 2: Primary Drip Design Parameters (residential application
based on 120 /bedroom'
Minimum Pretreatment (TL E) Pretreatment≥Treatment Level C
. - _sue '�"'" .`t��Etr - � khYc'i' -3..
Soil � �y _
G__ � LL-`�7a �J � ..�r..F��
Typ ,f ��,
e ... :? E-' $ �c �.,i .� "i.T. T,�-t.S:.f::Hl_.; =_.3 �.- s,_f-_,ro T-i:� .,,,.-..-r _
Minimum number emitters
#Bedrooms Minimum number emitters required re uired
2 240 240 300 300 480 960 240 240 300 00 480 960
3 360 360 450 450 720 1440 360 360 450 450 720 1440
4 480 480 600 600 960 1920 480 480 600 600 960 1920
5 600 600 750 750 1200 2400 600 600 750 750 1200 2400
Dripline required at minimum Dripline required at minimum
#Bedrooms emitter spacing (ft) emitter spacing (ft)
2 240 240 300 300 480 960 120 120 30 300 480 960
3 360 360 450 450 720 1440 180 180 450 450 720 1440
4 480 480 600 600 960 1920 240 240 600 600 960 1920
5 600 600 750 750 1200 2400 300 300 750 750 1200 2400
Minimum emitter s acin ft Minimum emitter spacing (if)
1 _1 1 1 1 0.5 0.5 1 1 1 1
Minimum dri line s acin ft 3 Minimum dri s acin ft 3
1 1 1.5 2 2 2 1 1 a,5 .5 2
#Bedrooms Minimum dri field area f12 4 Minimum dri field area ft2 4
2 240 240 450 600 960 1920 120 120 30 ��• 720 1920
3 360 360 675 900 1440 2880 180 180 450 675 1080 2880
4 480 480 900 1200 1920 3840 240 240 600 900 1440 3840
5 600 600 1125 1500 2400 4800 300 300 750 1125 1800 4800
Minimum number of doses per
Minimum number of doses per day day
12 12 12 12 8 4112112112 12 8 4
Minimum number of distribution Minimum number distribution
-zones zones
1 1 1 1 1 1 1 1 _i 1 _1I_1
Soil
-•, � ,L s i--,� izTs„ � �
Typ yqLc:
� 6-...r-T k=LjLLJ :- c..
$'Y LkV DctgF Sq a-rte �o����e, iv�ec'eceà- y '/• elute 4-o
JUN 222026
MASON COUNTY ENVIRONMENTAL HEALTH
RET
t NE1AFIMTM
GROWMOREWITHLESS
FILTRATION
MANUAL DISC ,
FILTERS ' '
�' ....s. 'a'z•"}"...7"� x er r ''�,�. '."` ,sue' �. .' �+x`
HE FILE EKING QROCSS �'
Grooved,compressed plasticcdIs r ngs produce �
s dee flltrattbn process As tlirt water isT y t
.3Z +.x.J
pumpelmta3he fdter and pressure increases
A. on theyouts ds of the filter�thewater pressil '3
comp}ressesthe rmgstogethertightly
Grooves}lithe dtse rings crisscross,forming a3
thiee dymensioDal networkt44 -_!VP titles ti
The number of crisscrossed ir�fersecttap po}t�ts
orieactl groove vanes;dependi g on ilItrai�on t'
ry
E gra a tetytbulencey�n the'vary}ng paths and
₹ Mite ljge number of intersections crate.arl
env�ronmentwhere panics are evegtGally�f ;
3/4" 1" 2"DUAL LITE fihis`des gn filter the tlirt�water thoro4gly,not
oqjy on I outer ski dace of the cylijidr}ca)d}s
>ef,btthroughlthe entire depth of bVery Jmg s ✓firF{
grooves The result}s a lager„more efficient' z
x a
� y flterng area when comparetl to screen fluters) s
•-�` �—� -� � ����G�._a�""a--z-^"'- Y-v-� .'��",.,�G� �'�r `' � �y3 ml.�� -Y� t,.� .,.. .',�,�f
M a
'�e_ ealg cacl Hof las> strs�reen ;
1 $1St ea: sS fregnentc�a i11 � ,ti� C 5 r=Z rah 'e fJ
® DrriyWater
i! CDI TMOU-8 f dfS(' 1f�m C ffl l 1�vD f�7 0 8s fb{} `
IftLSIC�t� y '� � f� {� � DiscRings 3
APPLICATIONS
• Primary irrigation filter for relatively clean or average water quality i t
• Protection of irrigation systems from clogging and/or abrasion r x k 2 =z£
rop nnh
�
MESH I MICRON I DISC COLOR
�y,
040 400 Blue
080 200 Yellow µ
120 130 Red * : "
140 115 Black y
t q 200 55 Green h 5
Su6se' r Model um erope ® f `
JU - - j- - -- - - -
N 22 2026
MASON COVNI I II �/
VIRONMENTAL 'V
pp HEALTH
RET
I
FLOW RANGE 1-12GPM
MAXIMUM PRESSURE 140psi USE
FILTERING SURFACEAREA 25 sq.in.
FLOW RANGE I 5-26GPM
GPM
FILTERING VOLUME 5.8 cu.in.
LENGTH 522132^ MAXIMUM PRESSURE 140 psi
FILTERING SURFACEAREA 49 sq.in.
WIDTH I 715/32" I FLOW RANGE 10-35GPM
WEIGHT 66lbs. FILTERING VOLUME 27 Cu.in.
�� MAXIMUMPRESSURE 14Dpsi
DISTANCE BETWEEN ENDS 6" J LENGTH j 911/32" FILTERING SURFACEAREA 78 s .in.J
INLET/OUTLET DIAMETER 3/4"Male WIDTH 67/32" q
�,� WEIGHT I 221bs. FILTERING VOLUME 36 cu.in.
MODELNUMBER 25A45 DISTANCE BETWEEN ENDS 67/32" LENGTH j 1313/32"
INLET/OUTLEI'DIAMETER 1"Male I WIDTH I 67/32"
MODELNUMBER I 25A47"** I WEIGHT J 3.11 lbs.
DISTANCE BETWEEN ENDS J 67/32"
OUT ����O\/�� INLET/OUTLET DIAMETER J 1"Male
MODELNUMBER 25A46•""*
JUN 222026
E-IN MASON COUNTY ENVIRONMENTAL HEALTH
OUT RET
FLOW RANGE 40-11OGPMj FLOW RANGE I 80-220 GPM 7
MAXIMUM PRESSURE 115 psi I MAXIMUM PRESSURE J 115 psi
FILTERING SURFACE AREA 147 sq.in. FILTERING SURFACEAREA I 294.5 sq.in.
FILTERING VOLUME I 75.7 cu.ir1 I FILTERING VOLUME I 174 cu.in.
LENGTH j 165/16" I LENGTH ] 283/4"
WIDTH 101/4" I WIDTH 914/32"
WEIGHT 1 6.6Ibs. I WEIGHT j 17lbs.
DISTANCE BETWEEN ENDS j 101/4" DISTANCE BETWEEN ENDS 1219/32"
INLET/OUTLET DIAMETER 12"Male INLET/OUTLET DIAMETER 3"Flanged
MODELNUMBER I 25A2DL-"** j MODELNUMBER 25A3TL-**"F j
OUT
OUT E- <-IN
FLOWRANGE 10-35GPM
MAXIMUM PRESSURE I 140 psi
FILTERING SURFACEAREA 49 sq.in. '
FILTERINGVOLUME 27 cu.in. FLOWRANGE 10-52 GPM
LENGTH 105j8" MAXIMUM PRESSURE I 140 psi
WIDTH 77/8" FILTERING SURFACE AREA 78 sq.in. 1 '
WEIGHT 2.4 lbs. FILTERING VOLUME 36 Cu.in. FLOW RANGE 40-120 GPM
DISTANCE BETWEEN ENDS j 77/8" I LENGTH I 141/2" MAXIMUM PRESSURE 174 psi
INLET/OUTLET DIAMETER ] 11/2"Male I WIDTH I 77/8" FILTERING SURFACE AREA 147 sq.in.
MODEL NUMBER 25A15-** WEIGHT 3.3lbs. FILTERING VOLUME 75 cu.in.
DISTANCE BETWEEN ENDS I 77/8" LENGTH 143/4"
INLET/OUTLET DIAMETER I 11/2"Male WIDTH 101/4"
MODELNUMBER I 25A17- I WEIGHT 11 lbs,
DISTANCE BETWEEN ENDS I 101/4"
APP ® V E L� MODEL
O NUAMETER 2"Male
MEL NUMBERMBER � 25A30-
JUN 2 2 2026
MASON COUNTY ENVIRONMENTAL HEALTH
RET
FLANGED GROOVED
FLOW RANGE 80-22OGPM FLOWRANGE j 160-450 GPM I FLOWRANGE 200-600GPM
MAXIMUM PRESSURE J 140 psi j MAXIMUM PRESSURE I 140 psi I MAXIMUM PRESSURE 140 psi
FILTERING SURFACEAREA J 287 sq.in. FILTERING SURFACE AREA 574 sq.in. FILTERING SURFACE AREA 574 sq.in.
FILTERINGVOLUME J 108 cu.in. FILTERINGVOLUME 216 cu,in. FILTERINGVOLUME 216 cu.in.
LENGTH 24 7/8" LENGTH I 47" LENGTH J 47"
WIDTH j 123/32" I WIDTH 13" WIDTH 13"
WEIGHT I 31 lbs. WEIGHT 52.8 lbs. I WEIGHT j 57.2 lbs.
INLET/OUTLET DIAMETER I 3" I DISTANCE BETWEEN ENDS j 1717/32" DISTANCE BETWEEN ENDS I 1717/32"
MODEL NUMBER-FLANGED 25A53-**"FNEW INLET/OUTLET DIAMETER 4"Flanged INLET/OUTLET DIAMETER 6"Flanged
MODEL NUMBER-GROOVED/ 25A53- 0N1 MODELNUMBER j 25A78*'"'F I MODEL NUMBER I 25A80- l`
MANUAL DISC FILTERS
HEADLOSS(psi)
FLOW RATE �����������
(GPM) 3 7" 1"SUPER 1 11�"SUPER 2"DUAL HP 12'DUAL LITE 3'TWIN LITE 3"ANGLE I 4"TWIN 6"TVIIIN
I I I I �J��J
I0 I1I I I I
13 I _ice J � I
17 a a _ — . 1 _J __—J_ J_ I 1
26 —i 50`: —_ I_I_ I I
31 _-J -J210w j I �-� I
44 J 11 I I
66 _J_J I _i I 1, 1, I I I I
88 L1-J-_ L_J--I��1,03• �. • 0-3E 1,
110 j- J-J- J___________ 14Z f. tXiI1
132 Ii-J___J_J I I I I
154 J -i I
116 - - J I �
198 I._ 1 _...JI � � I
220 -J-_._______ -J _ I - - I
242 , J-J-_____ _. _i I
264 J 1 I � �
286 �� �� I I I
308 -__i _ J I- 1_ I t1
330 -J- I __I J
350 I LJ I I If'1
400 � � I 20Qz
500 _ _ 1 J I I I_ I IXf
600 � � � � J
The losses shown are for filters with 140 Mesh
CHART LEGEND
1 1 I River,ditch,pond,lake or reservoir water
O -' Well water containing sand only
Munici al supply P
1 1 1 1 MATERIALS
FILTER SIZE MODELNUMBER ■ Disc Rings:Polypropylene
3/4" 25A45-*** I ■ 0-Rings:EPDM Rubber
1" 25A47-*** ■ Clamp:Stainless Steel(except 2"Dual
1"SUPER 25A48-**" Lite and 3"Twin Lite which is Plastic)
11/2" 25A15-**"
11/2"SUPER 25A17-*** I
2"DUAL HP 125A30-*** I
2"DUAL LITE 25A3TL--*** A P P ®V E D 1 NETARM '
3"TWIN LITE � 25A3TL•***F �
3"ANGLE FLANGED 25A53***FNEW JUN 2 2 2026 / GROW MORE WITH LESS
3"ANGLE GROOVED 25A53-***GNEW L
4"TWINFLANGED 25A78***F MASON COUNTY ENVIRONMENTAL HEALTH 5470AEIHOMEAVE.
6"TWINFLANGED 125A80-***F I FRESNO,CA93727
Substitute***for proper mesh size. CS 636 2346
www.nenetafimusa.com
A024 12/13
NE1AFIMTM
WASTEWATER DIVISION
BIOLINE°
DRIPLINE
Copper oxide is ——
impregnated into the
emitter serving as a ��
natural antimicrobial
agentto help prevent A P P ® y
microbial activity. p9 E�j
JUN 2 2 2026
MASON COUNTY ENORONMENTAL H�q I H
RETAPPLICATIONST
PQ{}(j DV TAG 4n ; Typically installed following atreatment
fPr s re pe satiob a rt�p ewe e a In +ie 0 process
to e ors orng ecr { : Can be used with domestic septic tank
u owypa h ,u one c no ogy rAv oc ro.. o o effluentwith proper design,filtration and
voate U gI esst n oa;o'g9{nq: V operation
• ;o tinut us se fius g` ip e eJ Jus b is as{fps Reuse applications including municipally
detêcte: roug o to a atio a statt1bi "" { orends a treated effluent designated for irrigation and
V c e zsa '? n ru to a gper o era6fi other disinfected and non-disinfected water
Sr w o {pp_r o ei o to « sources.
Be erpr% ctiopgotSi0 SPECIFICATIONS
• o: •s ear{ {n o� a secbi asu su ee a.p luau w anee for jliotec
• Dripper flow rates:0.4,0.6 or 0.9 GPH
D ip escap, ,:i« ae'fa o eaentefoe u { -e s ces • Dripper spacings:12",18"or24"dripper
., : "e u spacings and blanktubing
a on c e. o teee. .i
4 s ,aprote :ed. am:
• Pressure compensation range:7 to 58 psi
o Bu h stcao0 r •P
1 l 5feStwithD e {ee. o - +emrca pr t8 '' • Maximum recommended system pressure:
58 Si
T eetdr pe" lo aces r {e �e e oa est-an a{oN ow
va!a le-Althe gr�a= � �t rpl{ o�a� so or
, p
< • Tubing diameter:0.66"OD,0.56"ID
� �`� p, �s _ ' , 1.¢ e f
• Tubing color:Purple color indicates non-
o{.e lti°g sreor p ete a ie urpl as ide� i gi o potable
oc o s rerd i*s }o n st e • Coil lengths:500'or 1,000'(Blank tubing in
Cy .o. a o i {n1 Gec e 4 t$ _c{ can o s,o 250)
paf a diijtb s IeV bra, e tivetitr erg ou • Recommended filtration:120 mesh
IA.= . pr due. V V V VV • Bending radius:7"
• { e a - n a s a VGC. n :e.V cove r u s V.a • UV resistant
• o sp a E a ag +eq` {reme V nas o ra e�i(sto e V V • Tubing material:Linear low-density
a oar • polyethylene
Additional spacing and pipe sizes available
by special order.Please contact Netafim USA
= V V V Customer Service for details.
BIOLINE DRIPLINE
I l i I I I
ADDITIONAL FLOW OF 2.3 GPM REQUIRED PER LATERALTO ACHIEVE 3 fps AUDIFIONALFLOW OF 1.2 GPM REQUIRED PER LATERALTO ACHIEVE 15 fps
ORIPPERFIOWRATEIGPHII 0.9GPH 0.6GPN 09CPH 0.4GPR OE ] 9GPH OAGPN O5GPH D9 GPH DRIPPERFLOWRATE(GPN) 0.4GPH 0.6 CPH 09 GPH 0.1 CPH 0.6 GPH 0.9 GPH 0.4GPH 0.6GPN 0.9GPH
,� 15 102 J 4 ,13�6., � 127 113 I 161 151 137 15 20 1 171 HO 215 1 1
235 91 337 269 241
y 25 151 136 118 184 _161 245 2�1,311
, 97 25 I 266 212 I 179 3.6T61 308 251 453 381113 3
"� 35 1- 171 146 260 b2 200 315 � 245 35 916 62 210 'J 365 295 543 ) 455 369
1y 40 211 186 158 286 159 21f! 347 •311 267 N 40 337 260 223 J 469 391 313 583 487 393
? 45 1- 200 169 310 Tl4 . 377 J L 287 ? 45 2_I 296 235 497 413 331 519 517 415
Rawper100'(GFM/6PH)I 4W/a loyal IS= awrast owy i legs, aavmjJj asysl antis Rawper loo'(GPM/GPM I oath¢ ,mat tsler a4tvsa7 a6ya legs, a.Wm I ¢mnl anie
Lateral lengths are based ennows allowing fore 31ps Rushing/scoudng velocity lateral lengths are based wallows e0awMng fare 15 fps RushingJseourfng velocity
1 I I t
ADDITIONALFLOW OF2.0 GPM REQUIRED PER LATERALTOACHIEVE2.5fps ADDITIONALFLOW OFO.8 GPM REQUIRED PER IATERALTO ACHIEVE 1.0fps
I 11
DRIPPER FLOWRATE IOPHI 0.4GPH 0.6GPN R9GPH ! Hff1 H 09GPN DRIPPERFLOWRAIE(GPH) 0.4GPH 0.6GPN 09GPH 0.4GPH 09GPN 09GPH 44CPH 09GPH 49GPH
Is 128 115 log 172 155 136 •w J 107 165 ,a, 15 I248 205 163 344 285 SIB, 427 355 1 285
m 25 JfLJ.JLJ
� 2��� � J,� �� J 3��� �_J� ��.�
� 35 728 198 160 310 212 229 379 333 283 35 361 299 234 513 419 311 643 52l
ty 40 248 214 178 338 295 2471 413 ! t 305 g 40 389 318 248 545 495 I J 653 559 441
45 I266JJJ 229 190 364 316 263 447 369 327 ?I I 409 332 26g 571 468 �3_67_ _-I-7-2._1 ' I 589 463
Rowper100(GPM/GPH)1 o959 raysI I, .sysa a4yrasr osvu ,aye, 43vm a4N, on/a Rowper1WIGPM/GPH)I aa0a I s I- aw+aar 2.9n .-J calm antra
Lateral lengths are based on flaws allowing fora25 fps gushinglscour(ng velocity Lateral lengths are based on lbws allowing fora I fps iushtnglscourmg velocity
I I I I
AODITIONALFLOW OF 1.6 GPM REQUIRED PER LATERALTO ACHIEVE 20fps ADDIUNAL FLOW OFO.4 GPM REQUIRED PER LATERALTO ACHIEVEO.5 fps
GRIPPER FLOWRATE(GPH)I 44CPH O5GPH 0.9GPH OAOPH 05GPH 0.9GPH OA CPH 05GPH 01 DRIPPER FLOW RATE(GPHII ! H !!].9f 09CPH 0.4GPH OBGPH 05f9 DAGPN O5GPH 09GPH
i2 15 I161 141 119 217 191 164 263 201 15 I301 1 242 168 472 341 7651 LUJ29
25 721 190 157 302 2B1 218 369 321 270 in 25I J 1 228 520 418 323 655_ JLJJ
409
35 269 229.1 187 370 316 269 _455 391 324 35 421 311 U0 478 368J 749 603 1 467
4° 1 290 1 246 2001 3991 310 278 493 421 347 40 443 J 2711 61b -1 3871 790 J 491
g 45 LL1PLLJ 362 298 527 449 369 45 464 371 285 JJJ
524 464 629 665 513
FlowperloT(GPM/GPH)I aflla loyal I Is»e a44'r6e7 aWu IDy6t Daum osw. o959 Flowper100'IGPM/GPH) aarla Loyst Isyer a4tna57 aey41 tags, 0.10 osa anl,s
Lateral lengths are based on Rows allowing fare 2fps Oushing/scouring velocity Lateral lengths are based on f aws allowing fora 05 fps Rushinglscourng velocity
Netafim recommends flushing velocities capable of breaking free any accumulated bioslimes and debris in the piping network.
Notes: 1. Refer to local regulations for information on flushing velocities that maybe written into codes.
2. Netafim does not endorse a specific flushing velocity.
3. Flushing velocities should be determined based on regulations,quality of effluent,and type offlushi ' contco
4. Using a flushing velocity less than 1 fps does not provide turbulentflow as defined by Reynolds Numb 3 U
5. Higher flushing velocities provide more aggressive flushing.
JUN 22 2026
DRIPPER FLOW RATE VS.PRESSURE
MASON COUNTY ENVIRONMENTAL HEALTH
1.0 RET
0.9 7 , I II
0.e DRIPPER 0.4 GPH DRIPPER 0,6 GPH DRIPPER I 0.9 GPH DRIPPER
o.s SPACING GPH I GPM GPH I GPM I GPH I GPM
0.5 12" I 40.0 I 0.67 I 61.0 I 1.02 92.0 I 1.53
0.4 03 18" I 26.7 I 0.44 41.0 I 0.68 61.0 I 1.02
0 2 24" I 20.0 I 0.34 I 31.0 I 0.51 46.0 I 0.77
0.1
0
10 20 30 40 5050
PRESSURE(psi)
Between 0 and 1 psi,the dripper functions as a
turbulentflow emitter,ensuring that the nominal
design flow is not exceeded at system start-up.
Netafim sets the bar for innovation in drip irrigation with Copper.Cupron®copper oxide-based technology allows for maximum
performance.The integration of copper oxide in the internal emitter,and the unique patented emitter design with physical root barrier
provides two levels of protection,giving your system the protection it needs to fight against root intrusion.
• Cupron copper oxide provides one of two layers of defense against root intrusion,a physical
root barrier inside the dripper provides the other.
• Cupron copper oxide technology will not wash out,wear off or leach out.
Remaining effective throughout the life of the product.
• Cupron copper oxide is approved for use by the EPA ensuring peace of mind.
EXPLODED VIEW OF BIOLINE DRIPPER BIOLINE DRIPPER OPERATION
Top of Dripper Bioline drippers are pressure compensating-delivering the
The large surface area water uniformly into the soil for further treatment or for reuse
of the filter increases b the landscape.These unique drippers allowthe tubing to be
longevity and prevents y p q pp g
dirt particles from installed on flattopography or steep slopes.
settling in the dripper.
Bioline drippers are protected againstmicrobial activity.Copper
oxide impregnatedXR drippers—Copper,a natural antimicrobial
Chemical resistant ' material,is used to help prevent microbial activity.
molded silicon
diaphragm Netafim drippers are continuously self-cleaning during
operation,not just at the beginning and end of a cycle.The result
is dependable,clog-free operation,year afteryear.
Bottom of Dripper
Large and effective filter
area prevents penetration of
coarse particles inside flow
path.Superior clog resistance
for effecient irrigation.
u
FLOW DRIPPER I COIL I MODEL
RATE I SPACING LENGTH NUMBER
0.4 GPH 17' 1,000' O8WRAM.4-12V
SPECIFYING INFORMATION 500' 08WRAM.4-12V500
0.4 GPH 18" 1.000' OBWRAM.418V
SAMPLE MODEL NUMBER � 500' OBWRAM.4-18V500
1 2 3I 1,000' I OBWRAM.4 24V
Bioline 0.4 GPH 24" 500' 08WRAM.4-24V500
Dripline=09WRAM
A 0.6 GPH 12 1500' eSWRAM.6 12V500
ROW RATE SPACING LENGTH 0.6 GPH 18° 150'' 08WRAM.6-18V500
DRIPPER DRIPPER COIL
0' OBWBAM.B-24V
06 GPH -.6 18"=18 5
1oo A V500 0.6 GPH 24" 15000' 08WRAM.6-24V500
0G PH = 1 I 24"=24 ��� 0
0.9 GPH 12° 1,000' OBWRAMl-12V
50D' OBWRAMI-12V500
BLANKTubing Model Number.250'=OBWRAM 250 1,000' GBWRAMl-18V
0.9 GPH 18"
500' 08WRAM118V500
0.9 GPH 24" 1500' 8WRAM1 24V500
APPR®V E Blank Tubing 17mm 250' 08WRAM 25D
�I I�
JUN 222026
2 2026
MASON COUNTY ENVIRONMENTAL HEALTH
RET
BIOLINE FITTINGS
FITTING APPLICATIONS
• Fits Bioline Dripline
FITTING SPECIFICATIONS
• Barbed fittings for a secure fit
• Easy installation without glue or tools
• Allows for easy on-site inspection of proper fitting installation
TLCOUP TLELL TLTEE TLCROS
Insert Coupling Insert Elbow InsertTee Insert Cross
TLOSOMA TLO75MA TL075FTEE TL2W075MA
%i'Male Adapter 3/4"Male Adapter Combination Tee 2-Way Insert
Insx Insx3/4"FPT 3/a"MPTx Insert
_ I
TLIAPVC-B TDBIT16.5
TLIAPE-B Insert Adapter with Grommet Drill BitforTLIAPVC
Insert Adapter for 1"or 1%2'or larger PVC Pipe Fitting(16.5mm or 21/32")
Larger PE(Requires 11mm
orl/18"drill or punch)
FITTING DEFINITIONS
FPT=Female Pipe Thread
MPT=Male Pipe Thread
TLFIG8 TLS6 Ins x Ins=Insert by Insert
Figure 8 Line End 6"Soil Staple
NETAFIM
TLSOV TLCV ®V
Shut-Off Valve Inline Check Valve NETAFIM USA
Insx Ins Flowilenge: 0.9to4.4GPM JUN 22 2026 5470 E.Home Ave.
• Opening Pressure: 10.2 psi
Fresno,CA 93727
• Closing Pressure: 5.8 psi C®U � E�I�nn ��11IIII CS 8866382346
(13.4 Feet ColumnoIWateri ►IR�IymENTAL HEALTH www.netafimusa.com
SET �1 W064 12120
Mason County WA GIS Web Map
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PO\IE ® 0 0.05 0.1 0.2 ml
County Boundary —' ''T N ' I
JUN 22 2026
0 0.07 0.15 0.3 km
No Filled MASON COUNTY ENVIRONMENTAL HEALTH
El Tax Parcels (Zoom in to 1:30,000) RET Sources:Esri,HERE,Garman,Intarmep,Increment P Corp.,GEBCO,USGS,
FAO, NPS,NRCAN,GeoBase, IGN,Kadaster NL,Ordnance Survey, Esri
Japan,METI,Earl China(Hong Kong),(c)OpenStreetMap contributors,and
the GIS User Community
Mason County WA GIS Web Map Application
Mason County disclaims accuracy,reliability,or timeliness of website info,not liable for losses from reliance on 1L hitpsltwww.masoncouniywa.gov/dlsciaimer.PhP
TH/S IS NOT A SUVY_ ALL PROPERTY LINS/BOUNDAIES HAVE
BEEN OEAAONSTRA TED BY THE OWNERS)AND/OR THEIR AGENY(S).
INSTALLER MUST VERIFY THAT WATER LINE LOCATION AT TIME OP INSTALL MHET9 ALL CODER/SCTBACKS
'•• . .•. ..
_'-_-�� �•.••.,�•' �0Al
• ]✓: -.'.� ,•.- "' �JMTE AND MY• •'-••''- C•Q "'•" ALL WELLS WITHIN'100 FEET OF PROP.BOUNDARIES HAVE BEEN SHOWN(200'POR CLASH-H WAIVER)_ .'• •" •••.- �• � - ._• • - �•�'. O ,-•y�. 'SOIL LOGS AEADY VERIFIED BY RHONDA @MCHD ONo�� ..\\ 0'510' 20' 30' 50' 75' 100' SOIL LOG#1
(�y� O'-30':REDDISH BROWN SANDY LOAM
SCALE(FEET) WITHMEDIUMSAND&LOTSOFPEBBLES
4 0' /'' SOIL LOG#2
PRIMARY �`° / SOILTYPE:4
DRAINFIELD 1Q'PF;]R E D O'-3O':REDDISH BROWN SANDY LOAM
D/F ELEV+IT S �J��� . •• - / WITHMEDIUMSAND&LOTSOFPEBBLES
�O° PR OSED2- HOUSE. SOILLOG#3
c~ SOIL TYPE:4
� O'-30":REDDISH BROWN SANDY LOAM
415' ,o\�� Ys fob`s oxen WITH MEDIUM SAND&LOTS OF PEBBLES
,�J��PC' 4:0h10.^0Oi-0'EL NCHMARK s`/ N _______________
410' p FQUNDATION DRI►�30 OFEN CONSTRUCTION PROFILEIQPRM YIRESER NFIELD405' %� PERCENTSLOPEIN PRIMARY:t� �N400' - IDATE- 11 JUNE 2026395' - PO:BOX 2954
- REE9>'12DIA NAME- FULLER SILVERDALE, WA.
395' +Q CLEAN OUT 98383
'1PER NOTE: 390' TAX ID- 22320-50-00056Careflly recte of Iola septic NOTE ( =NUWATER/BNR-500
due to changos to STREET- NE RHODY LNofourtlyroprty epart"'r.ent ARE TO BE DESIGNED BY UCENSEO BJOMWALS OO 12OO-GAL= PUMP TANK TEL. 360-698-8488
IAWWITH APPLICABLE STATE ANDCOUNIY CODES. ® =HEADW0RKS SCALE: 1"=30' SITE PLAN INFO@ACMESEPTIC.COM
AIR VACUUM RELIEF VALVE DETAIL HEADW0RKS DETAIL
DRIP IRRIGATION TRENCH INSTALLATION DETAIL PRESSURE GAUGE RETURN LINE
RAIRNACUUM I'BALLVALVE 3! OM ETER PRESSURE GAUGE
12"+OF COVER OVER DRIP LINE FINISHED GRADE
NEDGRA0E
MCIffE1EDTRENCN
IN°0E0RISI S'ROUND
VALVE BOX IrFL Low PPVCCAP
112'SCR.BO NIPPLE GAUGES o
(LENGTHASRE0)
17
1°SSS PVC TEE MM 1O COUPLING(Txl)
TR 1GEPH SUPPORT BLOCK
PEA UMP
TRMFA"lCHTM _ - ��`T suNP _ 1°PVC PIPE(iYP)
^ �::^ THREE ERIC
aIPLWE SUPPORTS
FLO
SUPPORT BLOCK
A(D Firm NEfAFIM 1° -
SUPER DISC FILTER
° 314°WATER METER
NATIVE S0R
' UVDISTUREm II
NOTE JVL
•INSTALLATION METHOD:HAND TRENCH/DITCHWITCH OR USE NON-VIBRATING PLOW AND REEL AIRVACUUM RELIEF VALVE FEMALE ADAPTER SUPP0RTBL0CK
CANNOT BE CONNECTED LOWER
THAN DRIPLINE HIGHEST LATERAL *TURBINE PUMP TO PUMP BETWEEN 30-60 GALLONS PER MINUTE
*PRIMARY CANNOT BE SWAPPED WITH RESERVE *OSS TO BE MANUAL FLUSH&RETURN TO PUMP TANK
*OSS TO HAVE A MINIMUM OF 12 DOSES PER DAY *PRESSURE REDUCER TO BE ADDED TO HEADWORKS
co
o CONSTRUCTION NOTES
OEN6GLCOeWTRWRaN NOTee:
O 1200-GALLON CONCRETE PUMP CHAMBER CROSS SECTION AaY�oa ,OF osA Tr PTE E 5NDW ALLeNS WaM�ERaRaYNaGNNDXa.
O PUMP TANK SETUP ISAN EXAMPLE ONLY. ,m i
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ACTUAL TANK SETUP MAY VARY 1IcdrrisNo R°o�o Pw ^�wA
f� DEPENDING ON PUMP AND TANK MANUFACTURER. 1�.�a� F.NE ATTACNEa e¢PT Coe5�OEDD eNOOV0 EMM S RR a�aR 0005 I.5000055
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S ReaLr�eWFbi L TGN ov6SNeELiS 600 avoP°VOsso 0000 R xoe506550 05
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Pr„=HVL "eN DRA LRE°MREDIN5PEmO DATE- 11 JUNE 2026
050000540001000 NS EaReADleaaePANOEaeEWRENTNeO¢MaN.aAl<NIARDN& P.O.BOX 2954
F ON9 E9I0N°°*N CO AT aeo e`°S"e°M IE"8¢eK:`uMERE0.T"E INSTALLER 5NALLIYY¢°IAT¢LY
Roo T z COO LO 50)ARero6EDEelaNEom<eN6EORroMDYIS NAME- FULLER SILVERDALE,WA.
LLCENeEDD 8IGILE vN eOEPICSRT000 0000 TH195EPDCDE610N 98383
0® a*Ma 9F"�TM o a�ES°TB6EON9TflYEO"D" ""L`°°R`" TAX ID- 22320-50-00056
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