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HomeMy WebLinkAboutSWG2025-00235 - SWG Application / Design - 6/20/2024 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 SHELTON:360-427-9670,EXT 400 ea. BELFAIR:360 275-4467,EXT 400 Public Health & Human Services ELMA: 360 FAX: 6294 400 27 7400 On-Site Sewage System Permit: SWG2025-00235 APPLICANT TEMPLETON GLENN R Phone: Address: 16710 145TH AVE SE RENTON, WA 98058 OWNER TEMPLETON GLENN R Phone: Address: 16710 145TH AVE SE RENTON, WA 98058 SEPTIC DESIGNER ROD LEFT* Phone: 360 698 8488 Address: PO BOX 2954 SILVERDALE, WA 98383 Site Address: 61 NE Cedar Ln Primary Parcel Number: 322145203003 Permit Description: New 2BR Subsurface Drip + Nuwater Permit Submitted Date: 06/20/2025 Permit Issued Date: 07/14/2025 Issued By: Jeff Wilmoth Current Permit Fees Paid: $555.00 (additional fees may be required upon installation of system). Permit Expiration Date: 07/14/2028 (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. 01111111 OFFICIAL USE ONLY — A : MASON COUNTY DATE RECEIVED: 0/ 20 J 2025 AMOUNT RECEIVED: J RECEIVED BY: ('���/" V com Public Health & Human Services v m Environmental Health 7-9670,ext.400 or 360-275-4467,ext.400 ��� ���� A _ w� O 415 N.6th Street•Shelton,WA 98584 l00 J( 73 — Z N ON-SITE SEWAGE SYSTEM APPLICATION D D P3 m n APPLICANT PHONE m r Glenn & Jennifer Templeton z MAILING ADDRESS-SIRE T,CITY.STATE,ZIP CODE tenton g 16710145ve SE r r c I V WA 98058 03 SITE ADDRESS-STREET,CITY,ZIP CODE Vt ' „1W61 NE Cedar LaneQ'l5 yhuya WA 98588 I N NAME OF DESIGNER • ' N Rod Left 1� i ' c •0-698-8488 v �t ' PHONE I O 01 NAME OF INSTALLER w r� v 7 . co PERMIT TYPE(select one) DRINKING WATER SOURCE �7 O I CI Et RESIDENTIAL OSS COMMUNITY OSS COMMERCIAL OSS lE PRIVATE INDIVIDUAL WELL bi PRIVATE TWO-PARTY WELL Z OD 82.1 TYPE OF WORK(select one) PUBLIC WATER SYSTEM Maggie Lake Water District I ?d NEW CONSTRUCTION/UPGRADES Eil REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ❑ TABLE X REPAIR SUBMITTALS a El SURFACING SEWAGE 0 EXISTING FAILURE ❑SHORELINE D7 ®DESIGN FORM(REQUIRED) WESEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE was LOT CREATED AFTER 4!1/2025? b bWAIVER(S)(IF APPLICABLE) 2 10,4546 ❑ YES p NO 0 DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate) r O --I 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 ❑HOME SALE ❑COMPLAINT ❑OTHER: INSPECTOR SOIL LOGS COMMENTS/CONDITIONS Q- y \,...„ 3 0L 3 c� 5b 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. I CTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPL ION APP OVED/ISSUED BY DATE 140-.')CK T IS MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:4/14/2025 DESIGN FORM-PAGE ONE Assessor's Parcel Number: 322145203003 -- -- 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. 'I 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. I1"X 17" '' - " , . y.; ., s".4:t' V•': e1G IDENTIVI O ._ Permit Number: SWG 2075- c702.3 ) Designer's Name: Rod Left Applicant's Name: Glenn&Jennifer Templeton Designer's Phone Number: 360-698-8488 Mailing Address: 16710 145th Ave SE Designer's Address: P.O.Box 2954 Renton WA 98058 City State Zip Silverdale WA 98383 Ci State Zi Designer's Email info@acmeseptic.com ' ES IGI PAT2A1 IETERStOKI. v -,, .:, . _. , . ,>. Treatment Device �_/ 0 Glendon 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter ®ATU RNR ,:!. El Other Treatment Level(check all that apply): ❑A ❑B I]C 0 BL1 ❑BL2 i I BL;sliiiiirlit Drainfield Typ C r'V.1 V 1' 0 Gravity ❑Pressure 0 Trench % 1.1.: , ' A Sub Surface Drip Septic Tank/Drainfield Specifications ��N 1 11L'�a©ter als 2 Schedule/8 N- a•m Number of Bedrooms c '` Daily Flow:Operating Capacity 180 gpd Length 40 ft Daily Flow:Design Flow 240 gpd Diameter 1 in Septic Tank Capacity(working) 1250 gal Number 11 Receiving Soil Type(1-6) 4 Separation 2 ft Receiving Soil Appl.Rate 0.6 gpd/ft2 Orifices Required Primary Area 600 ft2 Total Number of Orifices 300 Designed Primary Area 600 ft2 Diameter -IX% in Designed Reserve Area 600 ft2 Spacing 12 in Trench/Bed Width 1 -IA- Manifold Trench/Bed Length 300 ft Schedule/Class N/A Elevation Measurements Length ft Original Drainfield Area Slope 0 % Diameter in New Slope,If Altered 0 % Preferred manifold configuration used? 0 Yes 0 No Depth of Excavation up-slope 12 in Transport Pipe from Original Grade Down-slope 12 in Schedule/Class 40 Designed Vertical Separation 12 in Length 65 ft Gravel-based Drainfield Required? 0 Yes 16 No Diameter 2 in Pump Required? 56 Yes 0 No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 24 Diff.in Elevation Between Pump&Uppermost Orifice 5 ft Dose quantity 10 gal Drainfield Squirt Height/Selected Residual(head) ft Chamber Capacity(flood) 1000 gal Uppermost Orifice 0 Higher 0 Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head 2 gpm Er Timer 0 Elapse Meter ❑vEvent Counter Calculated Total Pressure Head N/A ft If 'me�tpp 5 min ,Pump off 1 hr Comments 11/21 ' Pump tank to have 2 risers JUL 1 4 202" '!T 5 . g,•. 'OWN. COUNT Y ENVIRONMENTAL HEALTH Revised:4/14/2025 JBW ' DESIGN FORM-PAGE TWO Assessor's Parcel Number:322145203003 -- -- Permit Number: SWG r S- v _{ �j }� wwCa. xa- a Ga k. : ,k 1 ',b(ye,t t _. 4y a�6,4- hra iv, ,• ,,)• —•KLIr TSh '- k 4, g j1 ,?- 'a+.�.n.t. ..^' x� ., nxt�E'YY@'i�y���! ..xai,e.�.. �.e�..v.xr4:cr�a,.�! nPi,,--....��Sb,•e aS�aA�:`�'+�.'€.;:r'�,�azene� "�.+�2h< Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch Ft Test hole locations l3' Drainfield orientation and layout Reference depth from original grade: g Soil logs 0 Trench/bed dimensions and liti Septic tank RI Property lines critical distances within layout I' Drainfield cover 121 Existin and proposed wells 1 ' D-BoxfValve box locations g p p Reference depth from original grade within 100 ft of property 13' Septic tank/pump chamber and restrictive strata: ❑ Measurements to cuts,banks,and locations g Laterals,trench bed,top and surface water and critical areas 0 Observation port location bottom ❑ Location and orientation of 0 Clean-out location 0 Curtain drain collector curtain drain and all absorption 0 Manifold placement 0 Sand augmentation components 0 Orifice placement Other cross-section detail: Location and dimension of Q' Lateral placement with distance ❑ Observation ports/clean-outs primary system and reserve area to edge of bed B g Other Information 10 Buildings !� Audible/visual alarm referenced Yes No Direction of slope indicator li Scale of drawing shown on scale 0 d Design staked out I1 Waterlines bar 0 g Recorded Notices attached lid Roads,easements,driveways, El Elevation benchmark and relative 0 Cif Waiver(s)attached parking elevations of system components 0 g Pump curve attached VI North arrow and scale drawing 0 g Evaluation of failure shown on scale bar Non-residential justification ❑ 0 Waste strength � � ❑ ❑Flow . s..._ .,. , •.y ;a'�5�.' " M �" k a�e:arC'•A 1,94 . .,.� ,:."anti. The undersigned designer must be notified by ins . ler at time of' ation g Yes 0 No 6 _ tcd % . Si v.V'- of Designer D :1 Co The undersigned has reviewed this design on behalf of Mason County Public Health : •ete e`�Q aVin compliance with state and local on-sit- egulations: ` •��`"J11�' 0 i — A Aii_ 'I ti' • ... ________...------------ EnvirI TWO"Health Specialist Da CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: V The design is stamped"Approved"by Mason County Public Health. ✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: 7i0�26.‘ ✓ 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. i This form may be scanned and available for p c Reel.E eb site. Revised:4/14/2025 111 JUL 1 4 2025 MASON COUNTY ENVIRONMENTAL HEALTH JBW Table 1:Drip Design Parameters Select Option n ❑ ❑_ : n ❑ ❑ ❑.... ❑ 3 4 5 6 Bedrooms Minimum number emitters required 2 240 240 300 450 (3o ) 450 480 720 960 3 360 360 450 675 450 675 720 1080 1440 4 480 480 600 900 600 900 960 1440 1920 5 600 600 750 1125 750 1125 `_::1200 1800 2400 Bedrooms Driptine required at minimumernitter spacing(ft) 2 240 240 300 450 C3_9,9,7' 450 480 �.720- 960 3 360 360 450 675 450 675 720 :.. 1080 1440 4 480 480 600 900 600 900 960 1440 1920 5 600 600 750 1125 750 1125 1200 1800 2400 Minimum emitter spacing(ft) 1 1 1 1 1 1 1 1 Minimum dripline spacing(ft)2,a 1 1 1.5 1 Ch) 1 371i'S= 1 2 I- 1 5 1 2 Bedrooms Minimum dnpfield area (ft2) 2 240 240 450 (60� 960 1920 3 360 360 675 900 1440 2880 4 480 480 900 1200 1920 3840 5 600 600 1125 1500 2400 4800 Minimum number of distribution zones 1 1 1 I 1 I 1 I 1 1 2 1SCT'Wq By .w i I i i ti '�: IN 7.7.4:1� .r,. gye iii Fr •+ UCEN'•0 DESIGNER t///_,�I//.I//////////I EX1 i1RES 12115/24 . . „, . ._ ,..„.„. 11\11u1Wtr \ I ! IMWV Enviloo-Fi4,tnc �a 1 ,N. \1-411111111 . '''''''''''''''''' l 407/ ,g, 4 Ii, rr ..,., u .,.,,, Id V `''' I / I s\ \s (� r (fib �� i (a i ISM41, .. �' .. t Z e j f) ) . uTr: Ilik> I Ilk* :II I Ito ill- 7C' III 1 P 4 4 � 1� • �rAi. I t* e • V ., , 11 1'4 '4111rr (i) r ID 1C‘4© 11 A 4) 1 alb. (, .\ 11 QS i� :1�� rei) �* 1y (2 �0frgibb � ,��� �� 4� II I li0/11' e,/-<ri) II \to Apo. 4; (:4 will J .. I PARTS LIST NuWater NR Assembly Diagram I i A.DUAL PORT AERATOR M.POLY DIFFUSER BAR(2) y 17 B.3/5"RUBBER 90'VW CLAMPS(2) N.1"PVC.(3 1/2"SECTION) II C.318"BARBED ADAPTOR X 1/2"NPT(2) 0.1"SUP CAP (n .. D.1/2"SLIP X 1/2 NPT ADAPTOR P..1/8"CLEAR PVC HOSE(OPTIONAL 5') f1 E.1"STREET X Ur NPT BUSHING(3) 0.1/2"PVC PIPE(BY INSTALLER) 46 F.1/2"90'ELBOW(3) R.1"PVC PIPE(BY INSTALLER) G.1".X 1"X 1/2'TEE S.2"PVC PIPE(BY INSTALLER) i H.1"90'ELBOW(3) T.V8"BARBED ADAPTOR TO 1/4"NPT(2) I.2 X 1"BUSHING U.1/2"STREET)(1/4"NPT B Ip R ® v E i;, it IQ 10 J.2"SANITARY TEE V.i/2 PVC COUPLER(2) .,1, 1;4 K..1'PVC CROSS W.2"COUPLER(BY INST L:1"COUPLER(BY INSTALLER) JUL 1 4 2025 MASON COUNTY ENVIRONMENTAL HERev sed 2/25/12 )' V-2• / DUAL PORT AERATOR WATERTIGHT LID VENT(typ) RISERS(TYP) 36"MAX. 1/-1"PVC(TYP) e AIR LNE �� �� MASTIC 4' j \ I 2'COUPLING I ‘ -L _ ( 1 &REDUCER MN 6• _ 2"TEE 1"PVC SLUDGE 12' RETURN LINE -NIN-,..N.„. 0 2"PVC T TRASH CHAMBER �t� 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" 58' 5 �, 0" 53 0 0 c 36' 0 , 0 TEE 1"X 1/2' o O 0 . O 12- DIFFUSER BARS(2) PARALEL TO TANK WALL - 4• 3" SLUDGE RETURN \ \ --* / // 1.5'TAPER .�'� SIDE VIEW 1"=1.4 K 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. 9_2• 2)If bottom of hole is stony,install 3"of compact sand&level - out with screed. r 3)Install tank in center of hole,keeping 1 ft.void space on all sides. 24 BLOWER 24' 1Ir I 4)As tank is filling with water,fill in void space with compact l •N TOP OF OUSING CAS LID granular(sandy)soil free of large clumps of clay. 1 5)Install rest of system,&affix risers to adapters with I 1 I I 4'8" waterproof adhesive. 6)Perform watertightness test in field as required by local jurisdiction. I 12"RISER I I 7)Upon approval to backfill,carefully backfill with native DICES' 110.00E81 soils over top of tank. 8)Final grade the surface to avoid chanelling su p p Pa .1 - _ '''It; - -.- .- -- - - -J L-- water toward tank. i { �` N JUL 1 'T 2025 • ' TOP VIEW 1•=2.8ft. �1 Y FNVIRONMENTAL HEALTH ====`... .. AEROBIC''YEATMENT TANK DETAIL FOR ''`' Nu WA TER BNR-500 TREATMENT UNIT At r1;� ENVIRO-FLO, INC. REVISED: /0�/I ^ \, vij 12 Wastewater Treatment Technologies .`^ti.,,,,. ,,,•s?I' P.O. BOX 321161, Flowood, MS 39232 SCALE: (877) 836-8476 (601) 845-4716 fax 1" = 1.4 ft. :--TM. www.enviro-flo.net _4 4 NETAFIMTM GROW MORE WITH LESS' FILTRATION MAN UAL DISC RELIABLE, EFFICIENT PLASTIC DISCS FILTERS CREATE SUPERIOR FILTRATION THE FILTERING PROCESS Grooved,compressed plastic disc rings produce Ta deep filtration process.As dirty yvater is- - pumped into the filter and pressure increases • - on the outside of the filter,the water pressure compresses the ringstogether tightly. 1 Grooves in the disc rings crisscross,forming�a� three dimensional network that traps particles. The number of crisscrossed intersection points on each groove varies,depending on filtration grade.The turbulence in the varying paths and ii Fv the large number of intersections create an environment where particles are eventually • trapped.':. 3/4" 1" 2"DUAL LITE This design filters the dirty water thoroughly,not only on the outer surface of the cylindrical disc ' filter,butthrough the entire depth of every ring's , grooves.The result is,a larger,more efficient " ": ` a=,� ". - "' 4,- - ., `. filtering area(when compared to screen filters) x ti § P.' L.x DV_ J:y`G T= •� -••_ ' 'i° with more debris being captured and cleaner 77 �+,� water exiting from the filter p ' fi E o -!� a®�o • aET Cr o „CIfi e` ifi . 1 a e g-Qa-4,,,;•,:..i.-5%or i; 10- d r te, ,;r 1 °r o' ate=easily'Cernn 0•.1 .as c arimg ri t o Ir. :.� ... e _ _ �J t'Wat er x ® Filtered Water o.0' t.I a.I tst-- ngs,,ma • de t t,Ica to o es r -.x , Y �w: :.- _ 11 Disc Rings , APPLICATIONS �':' Y - " . '. ,,g" 31 : " , . ■ Primary irrigation filter for relatively clean or average water quality 4 ■ Protection of irrigation systems from clogging and/or abrasions To, = Afdiscring c• J u CA tia �: _ MESH/MICRON ' r` 4."y..- ' MESH I MICRON I DISC COLOR I g - _ 'xa 3 040 I 400 I Blue I � .. FLOW 080 I 200 I Yellow 120 j 130 Red ��"` � 7,,,,'.7,..2::47.4...,zi'.. .1 t 140 115 BlackvinEci �•`= 200 I 55 ® Substitute' 'in Model Num ropErmesr. JUL 1 4 MASON COUNTY ENVIRONS , jigY r? ti Nye a -r4; i� wrd m ?`: •;i e '-1-� c9^ MANUAL DISC FILTERS ,. lit A15 t. ; s * v i r: r 3/4"FILTER FLOW RANGE 1-12 GPM MAXIMUM PRESSURE 140 psi I/use FILTERING SURFACE AREA 25 sq.in. 1"FILTER FILTERING VOLUME 5.8 cu.in. FLOW RANGE 5 26 GPM LENGTH 522 MAXIMUM PRESSURE 140 psi FILTERING SURFACE AREA 49 sq.in. in SUPER FILTER WIDTH 715/32" FLOW RANGE 10 35 GPM WEIGHT .661bs. FILTERING VOLUME 27cu.in. LENGTH 911/32" MAXIMUM PRESSURE 140 psi DISTANCE BETWEEN ENDS 6" FILTERING SURFACE AREA 78 sq.in. INLET/OUTLET DIAMETER 3/4"Male WIDTH 67/32" WEIGHT 2.2 lbs. FILTERING VOLUME 36 cu.in. MODEL NUMBER 25A45-*** LENGTH 1313/32" DISTANCE BETWEEN ENDS 67/32" • INLET/OUTLET DIAMETER 1"Male WIDTH 67/32" MODEL NUMBER 25A47*** WEIGHT 3.11 lbs. DISTANCE BETWEEN ENDS 6 7/32" INLET/OUTLET DIAMETER 1"Male MODEL NUMBER 25A48-*** OUT OUT " -- -4—IN • 2" DUAL LITE FILTER 3"TWIN LITE FILTER FLOW RANGE 40-110GPM FLOW RANGE 80-220GPM MAXIMUM PRESSURE 115 psi MAXIMUM PRESSURE 115psi FILTERING SURFACE AREA 147 sq.in. FILTERING SURFACE AREA 294.5 sq.in. FILTERING VOLUME 75.7 cu.in. FILTERING VOLUME 174 cu.in. LENGTH 16 5/16" LENGTH 28 3/4" WIDTH 101/4" WIDTH 91. WEIGHT 6.6 lbs. WEIGHT W.,A DISTANCE BETWEEN ENDS 10 1/4" DISTANCE BETWEEN ENDS •;�: ' A O VEra'-:' INLET/OUTLET DIAMETER 2"Male INLET/OUTLET DIAMETER wed u MODEL NUMBER 25A2DL--*** MODEL NUMBER ' L- F 1 4 2025 ' .1 OUNTYENV/RONMENTAL : . JEIw t OUT 1 OUT - -- -4—IN +1t . .„. ..,...„.... ......:64,..,_,. 1 1/2"FILTER FLOW RANGE 10-35 GPM la MAXIMUM PRESSURE 140 psi FILTERING SURFACE AREA 49 sq.in. 1 1/2"SUPER FILTER FILTERING VOLUME 27 cu.in. FLOW RANGE 10-52 GPM LENGTH 10 5/8" MAXIMUM PRESSURE 140 psi WIDTH 7 7/8" FILTERING SURFACE AREA 78 sq.in. 2"DUAL HP FILTER WEIGHT 2.4 lbs. FILTERING VOLUME 36 cu.in. FLOW RANGE 40-120 GPM DISTANCE BETWEEN ENDS 7 7/8" LENGTH 141/2" MAXIMUM PRESSURE 174 psi INLET/OUTLET DIAMETER 1 1/2"Male WIDTH 7 7/8" FILTERING SURFACE AREA 147 sq.in. MODEL NUMBER 25A15*** WEIGHT 3.31bs. FILTERING VOLUME 75 cu.in. DISTANCE BETWEEN ENDS 7 7/8" LENGTH 143/4" INLET/OUTLET DIAMETER 1 1/2"Male WIDTH 10 1/4" _ MODEL NUMBER 25A17"** WEIGHT 11 lbs. DISTANCE BETWEEN ENDS 101/4" INLET/OUTLET DIAMETER 2"Male MODEL NUMBER 25A30-*`* • --vim .,,� ,;w _ ;0. , ,-- 0,.. • 1.4 ,q ? ti:::., -_.! .. ' „I .• J U L 1 4 2025 FLANGED GROOVED • ' V: wASON COU► k : ► i ► : : 3"ANGLE FILTER /4"TWIN FILTER 6"TWIN FILTER •' 160-450GPM FLOW RANGE 200-600GPM FLOW RANGE 80-220GPM FLO 1 •' MAXIMUM PRESSURE 140 psi MAXIMUM PRESSURE 140 psi MAXIMUM PRESSURE 140 psi FILTERING SURFACE AREA 287 sq.in. FILTERING SURFACE AREA 574 sq.in. FILTERING SURFACE AREA 574 sq.in. FILTERING VOLUME 108 cu.in. FILTERING VOLUME 216 cu.in. FILTERING VOLUME 216 cu.in. LENGTH 24 7/8" LENGTH 47" LENGTH 47" WIDTH 123/32" WIDTH 13" WIDTH 13" WEIGHT 31 lbs. WEIGHT 52.8 lbs. WEIGHT 57.2 lbs. INLET/OUTLET DIAMETER 3" DISTANCE BETWEEN ENDS 1717/32" DISTANCE BETWEEN ENDS 1717/32" MODEL NUMBER-FLANGED 25A53-***FNEW INLET/OUTLET DIAMETER 4"Flanged INLET/OUTLET DIAMETER 6"Flanged MODEL NUMBER-GROOVED 25A53***GNEW MODEL NUMBER 25A78-***F MODEL NUMBER 25A80-***F 1 MANUAL DISC FILTERS FILTER APPLICATION RECOMMENDATIONS FLOW RATE HEADLOSS(psi) (GPM) I 3/4" I 1" 11"SUPER 111/2"1112"SUPER I 2"DUAL HP 12"DUAL LITE 13"TWIN UTE 13"ANGLE I 4"TWIN I 6"TWIN 5 I o.60 0.25 I I I I I I— I 10 on _� I I 1_______I_______I_ I 13 I 1= _I_ I 1 J_____I J I 17 I 210 I I 1 1_1 I_J J— I 22 1 I41 1.10 1.10 I I J 1_J_I______I 26 I_I___111 .rM EIN 1.50 I I I—J—_I— I 31 I I ITa.s I 2i0 _ I—_ I J______I_I 35 __I_I'::':'e I 230 <Y'q; :4 o-__I_ I_ _I_I__I_____I 44 J_1—J_ _ 0.30 0.30 I J_____1___I 66 —1_1_J_ 1 0.63 0.63 _____I___I 1_1 88 —J—I—1_I _., _... 0.64 0.44 ___I 110 J___I—J—J__I IA -.. f. 0.98 0.58 ____I____I 132 _1__1 1.37 0.73 I 1 154 _I—J—1—J i:: ,? : :: I I 176 —J_ 1—J—J ' 8 W , —___I____I 198 —J_1_1____I__I __I I-2, ____I I 220 1_1_1_- I_I y . --I I 242 _I_I _I J _J—J—J 264 —I___I_1_1 —_I ____.1__I I J—I_ I 1 J —_I_ 1_1 308 _J_1__ 1_1 I 1.40 1.00 �__I_I_I_I ___1 1 1.50 1.20 350 _J_I _—I_I I ;.,.3'•;, 1.30 400 J INETEI I—JII—J___II_I_I_____I__II I :4 '_.' o 600 _J —J_I I — _I—J BT. .D0. The losses shown ere forfilters with 140 Mesh CHART LEGEND 0.00 River,ditch,pond,lake or reservoir water MilWell water containing sand only 1; • Municipal supply ORDERING INFORMATION MATERIALS FILTER SIZE MODEL NUMBER • Disc Rings:Polypropylene 3/4" 25A45-m • 0-Rings:EPDM Rubber � PP 1" 25A47*** • Clamp:Stainless Steel(except 2"Dual Lite and 3"Twin Lite which is Plastic) AJUL ROvE . ... . 1"SUPER 25A48-*** *SON i 1 4 2025 a 11/2" 25A15-*e* OUNT V ENV/RON MENTAL H .. , ' . 11/2"SUPER 25A11--"*" J,g H/ HEALTH 2"DUAL HP 25A30•*e* 2"DUAL UTE 25AL--**" e NETAFIM* 3"TWIN UTE 25A3T3TL-***F 3"ANGLE FLANGED 25A53-***FNEW GROW MORE WITH LESS 3"ANGLE GROOVED 25A53-***GNEW 4"TWIN FLANGED 25A78-'"*F NETAFIM USA 5470 E.HOME AVE. 6"TWIN FLANGED 25A80-***F FRESNO,CA 93727 CS 888 638 2346 substitute"'for proper mesh size. www.netafimusa.com A024 12/13 4 . 4 NETAF►M7M WASTEWATER DIVISION 4 B I 0 LI N EO THE WORLD'S MOST ADVANCED CONTINUOUS SELF-CLEANING,PRESSURE COMPENSATING DRIPLINE DRIPLINESPECIFICALLY DESIGNED FOR WASTEWATER Copper oxide is impregnated into the - emitter sewing as a o �"' natural antimicrobial --.-- '••-----�-- ,..--`- -_'' agent to help prevent '' ..+`•- M• microbial activity. VIE= -''' APPLICATIONS 11p B . �.-TA '. i , -'._ • Typically installed following a treatment c Li' .�.`i:Ir' ern•r]Sga F er-1". ae e F ei+sF '41.+F e.: process ,..i..0041., tR+ ' k t -'' • Can be used with domestic septic tank . , _ w-f - ;-l',- roi. ; ,1:: _ aFry ca effluent with proper design,filtration and ar•470;~u e . rirt t O ri eCsS4b ..- - _ operation L jpYti . SJ6-W o ,Ff ci:i ag .: . • Reuse applications including municipally Cor is .r�iritil6•121 ;ITO .-gtalit�t :!,. treated effluent designated for irrigation and Gam'x!I e•v, .1.* F z other disinfected and non-disinfected water -a F o: o ee L•FS jl't4. atge ,. sources. ,— SPECIFICATIONS .> 655 Fnp t •1b1i F4. t r ,17.: I `',`s 11,,:' • Dripper flow rates:0-4,0.6 or 0.9 GPH � F+QYi F[�,¢ -. 24 dripper or , • Dripper spacings:l2",18" r: '�41 5;�!te�r " y vd`iF"� '9� F " 1` 5, spacings and blank tubing l5ei ew.�tnJ �e.a• ea i,, A !3S',' 9.ti - t is ysic o e :airier _,r MM p o e r • Pressure compensation range:7 to 58 psi ie e e F, ii o e ; e Mp e c. .rote on • Maximum recommended system pressure: 1d `' `' 58 psi A CO*e riFtac,t0 :eF' e[;+'3"i oaaest�aeFeo�,�t ; d• ,Yv ;l . 'F -�oFrr c + F F. ! -1 >>+:: • Tubing diameter:0.66"OD,0.56"ID 4p Tubing color:Purple color indicates non- ,. , 17I:: potable F e F F"` F 4>1' i es lititrAttlaii.. : • Coil lengths:500'or 1,000'(Blanktubing in '. 'F r`"e F F.,•1 . s' a s Co CEn' Ala; •.w( 2501 ,l :;Nil' V..' tei; ., ^e�.t* •F F„ Atr • Recommended filtration:120 mesh • Bending radius:7" _i . _ ' . _ ` : :c_: • UV resistant r- i r • Tubing material:Linear low-density of ethylene ovaA . cing and pipe sizes available by spe : 1 er.Please contact Netafim USA ` ice for details. 4 202 sto : <,; MASON COUNTY ENVIRONMENTAL HEALTH JBW i BIOLINE DRIPLINE MAXIMUM LENGTH OF A SINGLE LATERAL WITH 3.0 fps FLUSH VELOCITY MAXIMUM LENGTH OF A SINGLE LATERAL WITH 15 fps FLUSH VELOCITY ADDITIONAL FLOW OF 23 GPM REQUIRED PER LATERALTO ACHIEVE 3 fps ADDITIONAL FLOW OF 1.2 GPM REQUIRED PER LATERALTO ACHIEVE 15 fps ORIPPERSPACING tr ir 24' • DRIPPERSPACING . • 12' ie. • 24• . DRIPPER FLOW RATE IGPHII OAGPH 06GP1H 0.l CPH 0.1911H O.6GPH 0.9 GPH OAGPH 0.6 GPH 09 CPH DRIPPER FLOW RAlt(CPHI OA GPH 7CPH 09GPH II GIMI 09 GPH 0.l GPH OACPH 0.6PH 09CPH 15 I 102 I 94 64 J 136 121 113 161 I51 137_1 I 15 201 1)1 110 275 I 235 I 194 j 289 1 211 rn 25 1 151 1 136 1 118 j 203 181 161 J 215 _22_ 191 e 25 222J 179 366 30B 251 15 383_1 313j ✓ 3 1 35 1 19 171 1_ 232 _J 315 3 J I�_ 35 316 %2 210 337 365 2951 543_1 15 1 361 7 40 ( 211 166 158 286 251J 218 347 311 66T J Cj I 40 337 260 213 41 391 313 583 487 J 45 J 216 J 200 169 310 27/i 133_1 371 _i 881 J i 45 358 25 235 i 191 413 331 619 917 115 Row per 100'(GPM/GPH11 antra J 1.eami tsrn a� eawr t.apsr j oaf/xi asan_J 2_1 Row Pe1107(GPM/GPH) an,rJJ 1_05s2i +sin aulA oar]._rj ax�21 asam anrasj Lateral lengths are based on flows allowing bra 3fps flushing/scouring velocity Lateral lengths are based on flows allowing for a 15 fps flushing/scouring velocity MAXIMUM LENGTH OFA SINGLE LATERAL WITH 25 fps FLUSH VELOCITY MAXIMUM LENGTH OF ASINGLE LATERAL WITH 1.0 fps FLUSH VELOCITY ADO ITI ONAL FLOW OF 2.0 GPM REQUIRED PER LATERAL TO ACHIEVE 25 fps ADDITIONAL FLOW OF 0.8 GPM REQUIRED PER LATERAL TO ACHIEVE 1.0 fps .DRIPPERSPACUIG ....:.• 12" ' - 18": .::. . • -•24' :DRIPPE3ISPACING 12' is' 24' . DRIPPER FLOW RATE IGPHII 0.1 Cltli 0 GPH 0.9GPH 0.1CPH 066PH 0.l GPH 0.1 GPH 0.6CPH 09 GPH DRIPPER FLOW RATE(CPU)1 01GPH 0.6GPH 09GPH QI GPH OS GPH 09GPH OAGPH O.6GPH 09 GPH 15 I 128 1i5 IW 172 155 i36 205 187 165 1 15 218 205 I63 311J 265 127 355J 285 25 I 161 161 I 131 248 220 188 J 301 268 I 2 a 31 25 315 I _5_ E 110_1_361 1 /53 359 i. 35 1 218 1I 198 1 1% 310 272 229 379 333 l 261 i 35 367 299 I J 513 /19 3.31 613 J 527 1 417 I 40 1 248 1 214 1 Z_ 339 J 295 2421 113 3612 3a5J 40 389 316 I 248 545 445 I 350 6l3 J 559 I 111 z 45 _ 1 266� 229_] 193 J 361 316 J J 447 J 385 J 327 I Z 45 409 332 260 574 1 4681 367 721 _ 589 j 463 J Flow per 100(GPM/GPH11 on ] roast J Last.] 04,1 o.OWt 10y61 0wm aslnal 1 orate 1 Flow per 100'16PM/GPM aernoJ rani I LAn e.s raJ osya 102,61 J own asrnt I an/a 1I Lateral lengths are based on flows allowing for a 25 fps flushing/scouring velocity Lateral lengths are based on flows allowing for a 1 fps flushing/scouring velocity MAXIMUM LENGTH OF SINGLE LATERALWITH 2.0 fps FLUSH VELOCITY MAXIMUM LENGTH OF SINGLE LATERAL WITH 05 fps FLUSH VELO CITY ADDITIONAL FLOW OF 1.6 GPM REQUIRED PER LATERAL TO ACHIEVE 2.0 fps ADDITIONAL FLOW OF O.4 GPM REQUIRED PER LATERAL TO ACHIEVE 0.5 fps DRIPPER SPACING 12' lir - ' 2T• - GRIPPER SMUG 12'- 111' >.. .. •.7A" DRIPPER FLOW RATE(GPM 1 O.IGPH I6GPH 19GPH IIGPH 066P41 09GPH O.IGPH I6GPH 09 GPH DRIPPER FLOW RATE(GM' 096MI IIGPH OA GPH 09GPH O.IGPH ObGPN Il GPN 15 I 16t ltl 119 191 161 _'w j 233 I 201 15 I 301 2a2 138 ty_ 341 265 531 429 25 I 721 190 151 302 261 218 369 321 I 270 H 25 I 369 2%j 728 j 520 418 1 373 640 527 I 409 I 21 P. 35 1 269 279 J 161 370 316 260_I 455 391 1 324 1 E 35 1 421 1 337 260 595J 476 I 368 J 719 _603 I 467 1 40 1 _290 1 248 1_200_1 399 i 340 I 278 193 121 1. J 40 _42 3 J 351 I77 626 i 501 i 317 j 790 635 491 J 45 I 310 26I I 212 421J 362 I 2% 527 j 12 z 45 1 461 j 371 j 285 J 656 j 51 /01 829 _J 513 j Row per 100(GPM/GPM I aatro tmrsa l um a4V1151 0aa61 1.0241 awm awn I aLn46 Row per 100(GPM/CPHI I an;w 1 so i I 1sn a440sa os1Wa taut own nstm 0.76 Lateral lengths are based on flows allowing bra 2 fps flushing/scouring velocity Lateral lengths are based on Bows allowing fora 05 fps flushing/scouring 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 may be 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 of flushing control. 4. Using a flushing velocity less than 1 fps does not provide turbulent flow as defined by Reynolds Number. 5. Higher flushing velocities provide more aggressive flushing. DRIPPER FLOW RATE VS.PRESSURE to 0.9�" 1 0.9GPR FLOW PER 100 FEET 0.8 DRIPPER 0.4 GPH DRIPPER 10.6 GPH DRIPPER I 0.9 GPH DRIPPER 07 SPACING GPH GPM GPH GPM ty 0.6 0.6 GPH I GPH GPM 1 a o.s i 12" 40.0 I 0.67 I 61.0 I 1.02 I 92.0 1 1.53 irc o.a y 0.4GPN 18" 26.7 1 0.44 I 41.0 I 0.68 I 61.0 I 1.02 1 ..... 0.2 r 0.2 24" 1 20.0 I 0.34 I 31.0 1 0.51 I 46.0 ( 0.77 0.1 0 P ppRo 10 20 30 40 50 58 PRESSURE(psi) `` Between 0 and 7 psi,the dripper functions as a c: JULturbulent flow emitter,ensuring that the nominal ` JU 1 4 2:.._, design flow is not exceeded at system start-up. MASON COUNTY ENVIRO�., JBV. 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 f- -- , , .-�. of the filter increases .__ _ __ longevity and prevents by the landscape.These unique drippers allow the tubing to be '' .;- ! w— dirt particles from installed on flat topography or steep slopes. settling in the dripper. Bioline drippers are protected against microbial activity.Copper s, oxide impregnated XR drippers—Copper,a natural antimicrobial 14. Chemical resistant s"ri µ` 'r material,is used to help prevent microbial activity. , ...,0 molded silicon o F: Netafim drippers are continuouslyself-cleaningduring pp operation,notjust at the beginning and end of a cycle.The result is dependable,clog-free operation,year after year. Bottom of Dripper Large and effective filter area prevents penetration of coarse particles inside flow path.Superior clog resistance for effecient irrigation. ORDERING INFORMATION FLOW DRIPPER COIL MODEL RATE SPACING LENGTH NUMBER 0.4 GPH 12' 1,000' 08WRAM.4-12V SPECIFYING INFORMATION 500' 08WRAM.4-12V500 1,000' 08WRAM.4-18V SAMPLE MODEL NUMBER 0.4 GPH 18 500' 08WRAM.4-18V500 13 1 2 3 1,000' 08WRAM.4-24V Bioline 08WRAM.6-24 V 0.4 GPH 24' 500' 08WRAM.4-24V500 Dripline =OBWRAM A 0.6 GPH 17 1,000' 08WRAM.6-12V 500' 08WRAM.6-12V5001 DRIPPER FLOW RATE ©DRIPPER COIL 1,D00' 08WRAM.618V SPACING LENGTH 0.6 GPH 18 500' 08WRAM.6-18V500 0.4 GPH =Al2"=12 500'=V500 1,000' 08WRAM.6 24V 0.6 GPH =.6 16"=18 1,000'=V 0.6 GPH 24' 500' 08WRAM.6 24V500 09 GPH = 1 24"=24 1,000' 08WRAM1-12V 0.9 GPH 17 500' O8WRAM1-12V500 BLANK Tubing Model Number..250.=08WRAM-250 0.9 GPH 18 1,000 108WRAM1 18V ® l t 500' 08WRAM1-18V500 pR. P :;A.9 GPH 24' 1,000' 08WRAM1-24V 500' 08WRAM1-24V500 S,r 025 �,!- BlankTubing 17mm 250' 08WRAM-250 �pN EEI VIROIMENTALNEf\IS'' MPsO JBig I a . . 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 MOM LIP Iiiir + TLCOUP TLELL TLTEE TLCROS 4111101 VW. IIII lit-e1411". Insert Coupling Insert Elbow Insert Tee Insert Cross i it ili TL050MA TL075MA TL075FTEE TL2W075MA 1/2"Male Adapter 3/a"Male Adapter Combination Tee 2-Way Insert . Ins x Ins x3/4"FPT 3/4"MPT x Insert TLIAPVC-B TDBIT16.5 TLIAPE-B Insert Adapter with Grommet Drill Bit for TLIAPVC Insert Adapter for 1"or 11/2"or larger PVC Pipe Fitting(16.5mm or 21/32") Larger PE(Requires 11mm or1/1a"drill or punch) c.40 ------ 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 IAN. moo ' NETAFIM TM 41 TLSOV TLCV Shut-Off Valve Inline Check Valve NETAFIM USA Ins x Ins • Flow Range: 0.9to4.4GPM 5470 E.Home Ave. • Opening Pressure: 10.2 psi Fresno,CA 93727 • Closing Pressure: 5.8 psi 113.4 Feet Column of Water) CS 888 638 2346 www.netafimusa.com w064 12/20 Mason County WA GIS Web Map /.../ crass. 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