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HomeMy WebLinkAboutSWG2021-00599 - SWG Application / Design - 10/28/2021 415 N 6TH STREET,SWA 98584 MASON COUNTY SH SHELTON, 42 TON, ,EXT 584 rf...\. i COMMUNITY SERVICES 400 BELFAIR: 360-275 4467,EXT 400 t ! ELMA:360-482-5269,EXT 400 Building,P4vming.Environmental Health,Community Health FAX:360-427-7787 \ •fl1.7�1�j,, On-Site Sewage System Permit: SWG2021-00599 APPLICANT STEVE MERRILL Phone: Address: PO BOX 1590 ALLYN, WA 98524 OWNER RAICHLE MARCUS E JR&TONIA L Phone: Address: 16911 E STATE ROUTE 106 BELFAIR, WA 98528 SEPTIC DESIGNER ROD LEFT -Acme Design Phone: 360-509-2000 Address: PO Box 2954 SILVERDALE, WA 98383 Site Address: 16910 E STATE ROUTE 106 Primary Parcel Number: 222115000019 Permit Description: REVISION-Repair 3bd ATU to drip Permit Submitted Date: 10/28/2021 Permit Issued Date: 08/22/2022 Issued By: Rhonda Thompson Current Permit Fees Paid: $475.00 (additional fees may be required upon installation of system). Permit Expiration Date: 11/02/2022 (based on date of inspection) Permit Conditions: 1 Proposed development subject to zoning requirements and approval by the planning 1 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 Drainfield 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: www.co.mason.wa.uslhealth/environmental/onsiteloss-inspection-request.php or call: 360-427-9670, extension 400. .• 4110INO DESI ' `• '1' —PAGE ONE Assessor's Parcel Number: 2 2 2 1 1 — 5 0 — 0 0 0 1 9 A design will be reviewed when 3 copies of each of the following are submitted: • Completed design form that has been signed and dated. v 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 j aaer size: 11"X 17" Q PARCEL IDENTIFICATION Permit Number: SWG 202I' ) 0S-1 l Designer's Name: Acme Septic Design Applicant's Name: Steve Merrill Designer's Phone Number: 360 698 8488 Mailing Address: 39 Enfield Rd. Designer's Address: P.O Box 2954 St.Louis MO 63132 Silverdale WA' 98383 City State ZiE City State Zip c : ; . . DESiGN PARAMETERS Treatment Device ❑Glendon Biofilter 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter,Type: RI Aerobic Unit Make/Model NUWATER BNR 500 ❑Disinfection Unit Make/Model Other: Drainfield Type 0 Gravity 0 Pressure 0 Trench 0 Bed ltf Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 3 Schedule/Class N ETAFI M Daily Flow: Operating Capacity 210 360 gpd Length 30 ft Daily Flow: Design Flow 360 gpd Diameter 1 in Septic Tank Capacity 1250 gal Number ot'{ Separation 1.5 ft Receiving Soil Type(1-6) 5 Se p Receiving Soil Appl.Rate .4 gpd/ft2 Orifices ✓ Required Primary Area 1080 ft2 Total Number of Orifices 720 Designed Primary Area 1080 ft2 Diameter in Designed Reserve Area No • _6801 uiui 0 ftW Spacing 12 in ''"" Trench/Bed Width 1" ft Manifold Trench/Bed Length 720 ft Schedule/Class HEADWORKS Elevation Measurements Length ft Original Drainfield Area Slope 2-15 % Diameter in New Slope,If Altered 2-15 % Preferred manifold configuration used? 0 Yes 0 No Depth of Excavation Up-slope 14 in Transport Pipe from Original Grade Down-slope 14 in Schedule/Class 40 Designed Vertical Separation 12 in Length 130 ft Gravelless Chambers Required? 0 Yes ❑No 0 Optional Diameter 1 in Pump Required? 56 Yes 0 No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 24 Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity 15 gal Orifice +5 ft Chamber Capacity 12 vrfin 11)000 gal Uppermost Orifice&I Higher 0 Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head 3 gpm l'Timer Ntlapse Meter Q(Event Counter Calculated Total Pressure Head ft If Timer: Pump on 5 MIN ,pump off 1 HR Comments ' DESIGN FORM—PAGE TWO Assessor's Parcel Number:2 2 2 1 1 -- 5 0 -- 0 0 0 1 9 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch wi Test hole locations g Drainfield orientation and layout Reference depth from original grade: lig Soil logs Iig Trench/bed dimensions and g Septic tank • Property lines critical distances within layout 121 Drainfield cover ❑ Existing and proposed wells D-Box/Valve box locations Reference depth from original grade within 100 ft of property lig Septic tank/pump chamber and restrictive strata: ❑ Measurements to cuts,banks,and locations if 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 Eg Manifold placement 0 Sand augmentation components lg Orifice placement Other cross-section detail: g Location and dimension of 0 Observation ports/clean-outs primary system and reserve area Lateral placement with distancep to edge of bed Other Information !z1 Buildings g Audible/visual alarm referenced Yes No g Direction of slope indicator g Scale of drawing shown on scale 0 d Design staked out & Waterlines bar 0 g Recorded Notices attached g Roads,easements,driveways, 0 g Waiver(s)attached parking g 0 Pump curve attached g North arrow and scale drawing ❑ Gd Evaluation of failure shown on scale bar Non-residential justification ❑ Waste strength ❑ g Flow DESIGN APPROVAL The undersigned designer must be notified by ' Her at time stallation CYYes 0 No $l7 ZCQL Signs e of D gner 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 regulations: Environmental Health Specialist Date CAUTION: DESIGN APPROVAL 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: ✓ Drainfield site conditions have not been altered to adversely affect conditions of design approval. Please Note: The system must be installed by a certified installer, unless prior authorization is obtained from Mason County Public Health. An Installation Fee is required. This form may be scanned and available for public view on the Mason County Web site. Updated Date: 12/7/2015 Subsurface Drip Systems-Recommended Standards and Guidance Effective Date: December 2020 Table 2. Primary Drip Design Parameters (residential applications based on 120 gpd/bedroom)t Minimum Pretreatment(TL E) Pretreatment>Treatment Level C Soil 12 2 3 4 5 6 12 2 3 4 5 6 Type #Bedrooms Minimum number emitters required Minimum number emitters required 2 240 240 300 300 480 900 240 240 300 300 480 960 3 360 360 450 450 720 1440 360 360 450 450 '� 1440 4 480 480 600 600 960 1920 480 480 600 600 96 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) 2 240 240 300 300 480 960 120 120 300 300 480 960 3 360 360 450 450 720 1440 180 180 450 450 720 1440 4 480 480 600 600 960 1920 240 240 600 600 9 1920 5 600 600 750 750 1200 2400 300 300 750 750 1200 2400 Minimum emitter spacing (ft) Minimum emitter spacing (ft) 1 1 1 1 1 1 0.5 0.5 1 1 1 Minimum dripline spacing (ft)3 Minimum dripline spacing (ft)3 1 1 1.5 2 2 2 1 1 1 1.5 Qj 2 #Bedrooms Minimum dripfield area (ft2)4 Minimum dripfield area (ft2)4 2 240 240 450 600 960 1920 120 120 300 450 1920 3 360 360 675 900 144 2880 180 180 450 675 1080 2880 4 480 480 900 1200 1 20 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 day Minimum number of doses per day L12 12 12 12 8 4 12 12 12 12 8 4 Minimum number of distribution zones Minimum number distribution zones 1 1 1 1 1 1 1 1 1 1 `1 1 Soil 12 2 3 4 5 6 12 2 3 4 5 6 Type i Values in this table were developed for statewide application and are considered conservative.The local health officer may require additional emitters or greater spacing(area) if soils are compacted or cemented, if soil structure is poor,for sensitive sites or in areas of special concern. DOH 337-015 Page 37 of 65 , „....A,,. .,&.• . ..„.. .„..... . .t., ,a.�tyoracsd Tn....�.-.t 9vs#ar.. Sv'.r,..7'na-F�v.,na I o„.......„....\ ems „.,,,,.....,„,,A, ►.. ....,......,„.„.„,...„. . i ......„. , ... ............ ,....., 40'00 -....„.. I #''' , ,. I4°- es. ') 1 L . __ �� Net 1 A460,hi, :� f U Il Ir r 1a � I 1.1) ` 10 �F C (u l i 0 .� 17 el115 Ilk i tre -$1111 0 ...... ig • tit fir * e f la �� la I). +`� LI CIO fel • (N�*r 1=1 [i f� III f1 ili r PARTS L1ST NuWater NR Assembly Diagram I A.DUAL PORT AERATOR M.POLY DIFFUSER BAR(2) N 17 B.3/6"RUBBER 90'VW CLAMPS-(2) N.1"'PVC(3 1/2'SECTION) C.3/B"BARBED ADAPTOR X 112"NPT(2) O.1"SUP CAP @, D.1/2'SLIP X 1/2"NFT ADAPTOR P.1/3"CLEAR PVC HOSE(OPTIONAL 5') 4110 E.Y'STREET X 1/2`NPT BUSHING(3) Q.1/2"PVC PIPE(BY INSTALLER) It F.112"90'ELBOW(3) R 1"PVC PIPE BY INSTALLER) G.1"X 1"X 1/2"'TEE S.2"PVC PIPE.(BY INSTALLER) p;1,41111. _ H.T"904 aaow(3) T.1/B"BARBED ADAPTOR TO 1/4"NPT(2) L 2"X 1"BUSHING U.1/2"STREET X 114"NPT BUSHING(2) 4 ; J.2"SANITARY TEE V.112"PVC COUPLER(2) K 1"PVC CROSS V+L Z'COUPLER(BY INSTALLER) L 1"COUPLER(BY INSTALLER) • r Revised 2/25/12 1 rfr 9,_2" WATERTIGHT ^� LID VENT(typ) DUAL PORT AERATOR RISERS(TYP) \ 1 1 r 1 • 36"MAX. Li VC�P) 0 1/2"PVCI t „�-1 c3 AIRLINES MASTIC \ 1 t j L.. Nr• 2'COUPLING S I r &REDUCER G 2"TEE —1'PVC SLUDGE 12' RETURN LINE r PVC _., t -k\.. r. _ TRASH CHAMBER -14,- DIGESTER CHAMBER CLARIFIER i OPERATING CAPACITY:417 GALLONS I OPERATING ERATI G CA ACC Y:4 GALLONS GALLONS CHAMBER FLOOD CAPACITY:480 GALLONS 150 GALLONS r'— \\) FLOOD:191 GAL. 85" 5$+ SD" 54" 53' 1 ° ° 1"X 1/2" 36' ° , ° TEE I 1 . •0 DIFFUSER PARALEL TBARS TANK WALL P - 4" 3" SLUDGE RETURN \ \ str-� /�//��/ 1.5'TAPER -�` SIDE VIEW !/ ' 1"'1.4If STONE-FREE NATIVE SOIL OR COMPACTED SAND OVER STONY SOIL • INSTALLATION INSTRUCTIONS 1)Excavate tank hole with vertical walls to 1 toot larger than tank on all sides. 9 2. 2)If bottom of hole is stony,install 3"of compact sand&level out with screed. '_ - -'-`) 3)Install tank In center of hole,keeping 1 ft.void space on r ��II 24'RISERSP) all sides. 1 24'aLO14�ER I 4)As tank Is filling with water,fill In void space with Compact I •USING GAS I granular(sandy)soil free of large clumps of clay. I I F 5)Install rest of system,&affix risers to adapters with I waterproof adhesive. I I I I I _ a'-$• 6)Perform watertightness test in field as required by local jurisdiction. I tr RISER I I 7)Upon approval to backfill,carefully backfill with native soils over top of tank. TRASH GxAM$ER I DIGESTER I ICE 8)Final grade the surface to avoid chanelfing surface L_ ______ __J L ......_.J L__J water toward tank_ TO jfIEW 1"=2.81t. . "" t. AEROBIC TREATMENT TANK DETAIL FOR . de" NuWA TER BNR-500 TREATMENT UNIT 1��'' ENVIRQ-FLO, INC. REVISED: Wastewater Treatment Technologies 3/01/12 ^"'..,,,,,,,"„,°+ P.O.BOX 321161, Flowood,MS 39232 SCALE (677)836-8476 (601) 845--4716 fax 1 rr = 1.4 ft. www.enviro-flo.net .. .. 4 NETAFIM .I TM GROW MORE WITH LESS FILTRATION DISC RELIABLE, EFFICIENT PLASTIC DISCS lviANUAL FILTERS CREATE SUPERIOR FILTRATION ' THE FILTERING PROCESS Grooved,compressed plastic disc rings produce a deep filtration process.As dirty water is pumped into the filter and pressure increases on the outside of the filter,the water pressure J compresses the rings together tightly. s Grooves in the disc rings crisscross,forming a 1 a) Grooves dimensional network that traps particles. �... . . The number of crisscrossed intersection points ,. { on each groove varies,depending on filtration m' ,.w t. grade.The turbulence in the varying paths and •I , ,t. is 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,but through the entire depth of every ring's r '� 9 r "'F "Mrt�'^€. - '� grooves.The result is a larger,more efficient 1zq , �,� -.., ,; w ttl' � , r.qt ; ,;4 , � y filtering area(when compared to screen filters) P119QUQ ot., Y € f""I with more debris beingcaptured and cleaner $�f x �a £ c� K tl #4 .A �r water exiting from the filter, ' @i I FL■1t '€�51� fL�3,`GN p^' 4 ff �_ p{t., •,ry[ 1 { e.: i+,' ""I1, I� r3'F�'"'d 1!!m•:..t FX I'96o I I 1.' 1 •�'. p ,,6;In'i�„ e•rfi •A :,, hg, f i�' ; {r °; dye ° '� ��a�i �e '�€ F�h 4 kl1j:+f T3+Im i �t � � j��J� n r ,�„7��€�'` lu�Y fn k� tl I •It''010,91 PJ j 9 i .a '5 ' " 9s N•r f} rat 1 "',1 i{ # r a S 4 .xN, aN i r k i Ik 3 t1tg �[ a'r I r a , �R IVI 9 , 'i' ;k , 14 I ■7' '�I°A L9i a i'll40;l'15.'�J 3 4;r_lIt r.a €1 i' {. 4 L '!:j P ,t 4 .. .YJN. 041141t :s� ' 'I: tre1IAlu q q �>� a4�0' IfiA' I� � j 4 9 I StJ 1 u�h1 N l L 2 �'� ,' tl$ ,y. . ®I Dirty Water l Y pp cY' 191 tl d S�,]CV.IS1r1 I a � CU .!p� � F4 �p ttl l� a I�c ., m ., roi Filtered Water QIA �5� . , a Pili , R 0 • �",' L✓ Disc Rings ,l .wr- K'rCk 'IIy[71 M�,1�,glo(]J u�/q�ii; +�.4 , �'I 4y� CI,.'". € a,,t,lA' .�,1..„ _ 1 4 .a.^4TJ .� 10 4 �,�7,p��, 7 y�,!1,1.1"N .j:�- ,I A,. Y It N L, _ APPLICATIONS ■ Primary irrigation filter for relatively clean or average water quality ■ Protection of irrigation systems from clogging and/or abrasion Top view of disc ring MESH/MICRON. " ' 'l f+u��, ,t t"t t �'{ MESH I MICRON I DISC COLOR I S',�•:v'..` IP:: t ,.. r✓.:=: �f I y 'h 040 I 400 I Blue I `f• �It"v I J 4 . N' 1 080 I 200 I Yellow , 'm ?Y'* • ;.,.�.,--e:•••:4 f ,,As,7 120 130 Red '�' •• .sit$• 140 I 115 Black I ' a�• -_z 200 I 55 I Green I � ;��� z 7' "Y't'4w':Sw � wtiY� Substitute"'''in Model Number for proper mesh. d�flli tiE.see.'i MANUAL DISC FILTERS, e t i'o11111 3/4"FILTER FLOW RANGE 1-12 GPM MAXIMUM PRESSURE 140 psi FILTERING SURFACEAREA 25 sq.in. T FILTER FILTERING VOLUME 5.8 cu.in. FLOW RANGE 5 26 GPM MAXIMUM PRESSURE 140 psi LENGTH 5 22/32 FILTERING SURFACE AREA 49 sq.in. 1"SUPER FILTER WIDTH 715J32" FLOW RANGE 10 35 GPM WEIGHT .661bs. FILTERING VOLUME 27 cu.in. LENGTH 911/32" MAXIMUM PRESSURE 140 psi DISTANCE BETWEEN ENDS 6.. WIDTH 67/32" FILTERING SURFACE AREA 78 sq.in. INLET/OUTLET DIAMETER 3/4"Male WEIGHT 2.2 lbs. FILTERING VOLUME 36 cu.in. MODEL NUMBER 25A45**" DISTANCE BETWEEN ENDS 67/32" LENGTH 1313/32" INLET/OUTLET DIAMETER 1"Male WIDTH 6 7/32" MODEL NUMBER 25A47*'* WEIGHT 3.11 lbs. DISTANCE BETWEEN ENDS 67/32" INLET/OUTLET DIAMETER 1"Male MODEL NUMBER 25A48-*** `OUT OUT -41— E- IN f , 2"DUAL LITE FILTER 3"TWIN LITE FILTER FLOW RANGE 40-110 GPM FLOW RANGE BO-220 GPM MAXIMUM PRESSURE 115 psi MAXIMUM PRESSURE 115 psi FILTERING SURFACEAREA 147 sq.in. FILTERING SURFACE AREA 294.5 sq.in. FILTERING VOLUME 75.7 cu.in. FILTERING VOLUME 174 cu.in. j LENGTH 16 5/16" LENGTH 28 3/4" WIDTH 10 1/4" WIDTH 9 14/32" WEIGHT 6.6 lbs. WEIGHT 17 lbs. DISTANCE BETWEEN ENDS 101/4" DISTANCE BETWEEN ENDS 1219/32" INLET/OUTLET DIAMETER 2"Male INLET/OUTLET DIAMETER 3"Ranged MODEL NUMBER 25A2DL*** MODEL NUMBER 25A3TL***F SIX 1 1 p - t + OUT I r ;. .s — OUT - - —IN 4 1. IV 1 1/2"FILTER FLOW RANGE 10-35 GPM . MAXIMUM PRESSURE 140 psi FILTERING SURFACE AREA 49 sq.in. 11/2'"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 77/8" LENGTH 14 1/2" MAXIMUM PRESSURE 174 psi INLET/OUTLET DIAMETER 11/2"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 101/4" MODEL NUMBER 25A17*** WEIGHT 11 lbs. DISTANCE BETWEEN ENDS 101/4" INLET/OUTLET DIAMETER 2"Male MODEL NUMBER 25A30-"*' �. A,, ' •• :71 ..1,�_ .. 7< qq�4 J Ry�) Gar FLANGED GROOVED 3"ANGLE FILTER 4"TWIN FILTER 6"TWIN FILTER FLOW RANGE I 80-220GPM FLOW RANGE 160-450GPM FLOW RANGE 200-600GPM 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 I 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 17 17/32" DISTANCE BETWEEN ENDS 17 17/32" 1 MODEL NUMBER-FLANGED 25A53-**"FNEW INLET/OUTLET DIAMETER 4"Hanged INLET/OUTLET DIAMETER 6"Flanged MODEL NUMBER-GROOVED ( 25A53-***GNEW MODEL NUMBER 25A78***F MODEL NUMBER 25A80-***F MANUAL DISC FILTERS FILTER APPLICATION RECOMMENDATIONS FLOW RATE HEADLOSS(psi) (GPM) 3/4" I 1 11"SUPER 111/2"111/2" SUPER I 2"DUAL HP 12"DUAL LITE 13"TWIN LITE 13"ANGLE I 4"TWIN I 6"TWIN 5 0,CO 0,?,5 I I to [ '.060,' I I I 13taggi€?J 451 A I I-� 1 ;v. .. 4n, I I_J 17 y` g gal'. 1 , 22 IFIR,;: ' i 1Q, 110 l 26 • Y ry M _I I I 15A .cva i I, A rJ I 16Q i e � tv° � � ' I_ I � 35 I :2 5Q i� Q`> r 50 T --J--1 I ' m�^ s a , .3(1'1, ,V, ''0,30.i ' __—�I I___I44 I I I—J Lac9�4 i=_�� , ;0 I- 1 1 66 MEM 88 �_J—1_1 ' 4 - _tom'`;°7't . I `Q,Q4 I—__I 110 _1_1 _I `1 1!; 1 r1 PI IIIR I I 132 _J—_I—_J— I 073 —�I�I i 154 _1—J_—J_It7'::D A M rg,Pirld� —J J gam{ I '60 220 _1_1______I_1 J 1 ` ,,#—I—J 242 _J._____]_______I_____I —I—J—J 264 _J—J—_J__J _I_�_� 286 __J_I_I_____I j J ]I '' "1,00 ' 3NB 30 .:'. —J_1—J I ( L50 ; 1,20 �_J_I_I r1-.,. 350 — a ,�711 MIMI 400 _1—J.— —J.—J `:`. onFi I_I ____ I--I k`fi310r i" fiIIO - The loss's shown are for filters with 140 Mesh CHART LEGEND p 09;. River,ditch,pond,lake or reservoir water 7.O.Al '-sic ., Well water containing sand only 1.;19g.ig 1 Municipal supply ORDERING INFORMATION.: MATERIALS FILTER SIZE MODEL NUMBER ■ Disc Rings:Polypropylene 3/4" 25A45*** K 0-Rings:EPDM Rubber 1" 25A47*** ■ Clamp:Stainless Steel(except 2"Dual 1"SUPER 25A48*** Lite and 3"Twin Lite which is Plastic) 1 1/2" 25A15*** 1 1/2"SUPER 25A17*** 2"DUAL HP 25A30-*** 2"DUAL LITE 25A20L--*** 4 NETAFIM' 3"TWIN LITE 25A3T1-***F 3"ANGLE FLANGED 25A53--'"FNEW GROW MORE WITH LESS 3"ANGLE GROOVED 25A53-***GNEW NETAFIM USA 4"'TWIN FLANGED 25A7B***F 5470 E.HOME AVE. 6"TWIN FLANGED 25A80***F FRESNO,CA 93727 CS 888 638 2346 Substitute'**f or proper mesh size. www.netafimusa.com A024 1 V13 • 1 4NETAFIMT` WASTEWATER DIVISION BioLIE® - THE WORLD'S MOST ADVANCED CONTINUOUS NSELF-CLEANING,PRESSURE COMPENSATING DRIPLINE DR 1 P LI E • SPECIFICALLY DESIGNED FOR WASTEWATER CROSS SECTION -, OF BIOLINE DRIPLINE ��N ������� ����a rr4�; ,. n mot .,--.. ,„, .• ••� `. Bioline dripper inlets `..:-•t:�,7 \��4 �';s---.-3�\� -;4>' .r •.'a --..:.-,',•,,, are positioned in the ++ ,•• • . ' A center of flow where ., -�yrY water is the cleanest } Y a rra iiii Ira, trarc,�of iy,31i,.:., '= -Wif) I`Aa, t F iµ � � lku *ahs APPLICATIONS PRODUCT ADVANTAGES 1,`� lam'` F " • Typically installed following a treatment • Pr r 61s t9l all dpP ers 11 v�r p Qaj 11P ,eYel�tJll �a° �I"' process s.i' t F'C.x+s �Jyi+ 4.)1100. 3'',,,, u�,q ' .14 r'�j ar.`}� i I� ,rot 1 @ i3 ,tr 4� �r .� • Can be used with domestic septic tank ham:,-1' r , , �j �,f '�J� J{ l Y�'L>s ' i} �j.0 4 : "'tln ue`flo pato olg prtat :p, nolRorpo. ore, wayib . � , effluent with proper design,filtration and x • • , ,r rho � p ,>:q' operation 3 0 dtCr 3 h� it GSS ce i C gcl ng f� +a 4 . > !:, ,,,, 14.1 �•� ° r • Reuse applications including municipally I ,h•• f c.p.i Dr ;s; f f ush.r i 1::) r d s q 5h'0ti r ebris aS it i' : ui :! i t ar r1 >i r#� oft h J 1'j'r'y {- 1 il treated effluent designated for irrigation and 1:411 *u t R` P R' p'it tlk other disinfected and non disinfected water I g e� Ri,4;g sisb r911- ;t; . F R.< -i� R+ rt x et f - - C�at fey sources. . G P,PxO A kt Alt '@ K' ,� IA SPECIFICATIONS f � 9 $� J1 i ?SiR1 � l� g � , Dripper flow rates:0,4,0.6 or 0.9 GPH i al Yh �q „t,,t�l^Y '�1 F�j Sig i 0.1. �4 I I f 4 i PP �'<,� ,. a + n9Qdiiil'�' �i 641 I'Q'Brtki .�' 1 + z 4/i' ' Y t r .a ;.,7B rt 7r 4 .1 li Pr p , Dripper spacings.12",18"or 24'"dripper fiC` /f m e CP(1 :-of the t'!hlor] erisuro§ s':VI r Npe �u;�`� e �t� em ,' spacings and blanktubing :A:...� tit) a 1 S ilfQw 41e .0c, 'l ip -r. . R� q 0, i• {,, t; • Pressure compensation range:7 to 58 psi x t d 'df P gr6 • ,T,„t98.0 rfly ' U p Maximum recommended system pressure: , y i !'6 u rF �: : ��� ' �� " 5kwid/lobe- �i � rir Ut 58 Psi f e.o f o re !R'� j l 4' f , 4 ' r .i ..i itro r A.xm'a/t- !r 5 P a $� :;: , r � , p y .s �� , tle It t s-�j • Tubing diameter:0.66"0D,0.56"ID r � r,,t,(: .+ .. ., R •AI '• , R I, ih s 4`I • Tubing color Purple color indicates non ifs l n 4 al' g • �* `' potable 9V i X h i t is;r1$ i " Vr a w ter. * .14 �err; t e : � q 'd ut.itR '` • Coil lengths:500'or 1,000'(Blank tubing in • �y 0' �-KE 4- 1 � 11 c'K .w r`i� .01 250') fy�; �' R+:11, +l ` > x,lap.,,A '",S • Recommended filtration:120 mesh � t o �R� . . � 1 to . kMy U 1 a 5 1 Y.YM.4 a. i 1 �F�L�i t�>',r 0r 1. m. ,Y,�1�s � •: t 1 " it � � '1 •�h a � `-as ' ,�, �Jft Bending radius:7„ .1.-1Li" r I 59irt .w3 iI.,t{ I� , , k I'1�1 441 1 z '.� i 13 40 11:1§0,. 1 r !� `�°u 49 c? "?,i • UV resistant 1 p•• pf.:74,•.1+P k' , ±�y l� `'k.r :lily • Tubing material:Linear low-density �Y�rF+r��"1 ��1� �'� .i�kG"��'lcr�', ���s,k � 4 ' '��, '�r��' �ya�� �i 11 11T: ! i t �04 c& '� at f ,,, l . , , polyethylene Q ��' ad G{t{�vnd �.rve ri. • t.A 11,, ,� hpRl'a�� �{jl, �" �f�yo � ��'✓f''��,��t Itr dal [VOA?,'Pi fgh .0: i{ T`� i., ,�� sE�" , , ` '�'IQ 4A' SrAto piq SN E2 2i . zj, , s 1 j d �` tti �.. Additional spacing and pipe sizes available mil rife.:,, L,1_,Q,.X 9:_-u:,,-�..,..___5,: ..%a,L�„_. __:1_ ..1_ ;. ,1..,--:_, m1 -- W by special order.Please contact Netafim USA Customer Service for details. BIOLINE DRIPLINE MAXIMUM LENGTH OFA SINGLE LATERAL WITH3Df•S FLUSH VELOCITY ""' - " MAXIMUM LENGTH OFA SIN GLELATERALWITHISIps FLU SHVELOCITY ADDITIONAL ROW OF 2.3 GPM REQUIRED PER LATERAL TO ACHIEVE 3 fps ADDITIONAL FLOW OF 1.2 GPM REQUIRED PER LATERAL TO ACHIEVE 1.5 fps rt!RRIPPERSPAGNDr'rt.' :gZTa , ;:. v r ;;iR ..,. r?f...,., r, .ARIPPFRSPAf NAr • 12Y' '_i.: i 1R" ='9:il:l, DRIPPER ROW RATE IGPHIl 0.1 GPH 69 QPH 0.9 GPN 0.4 GPN O9 GPH 0.90PH D.4QPH (160PH 09 GPH DRIPPER FLOW RATE IGPHII 040PH 050PM O.90PH 0.1 GPH 0.6 GPH 09 GPH OPH 0.1GPH 09621j1 15 J 102 91j 14 136 127 113 161 151 1]1 �, 15_J 2D1 171 110 27623101 137 209 211 25 I 1st I.in 111 I 203 I Ito I_ILL] 245 I 223 I 197 J 25 I _266 J 222J_17B 1 J 366 J 306 J H1 J 4S7 313 35 I 193J 171 I .1 _zL 232J 2D0J 315 � 246 36 J 316 242 J-21 47 Jam. 61 J � _362 J 40 I 211 186J IN_J 216 I 2541.216 317_I 311 767 z _w I _337 I 280 I 223 I _469 I 391 I 31.3 J 4�__393 I 45 J 221 I200 I 169 I 310 I 274 .1 233 J 377 J 336 I_297 I 45 I . 358 J 281_I-236 497 __Ili 331 J _619 J fi1T /l6 Bowies 10316PM/GPH)I eaxea I tam I tmm I 04ri411 minI last I _1 "'ALI onon 1 Flo.'per10D_IGPMIGP l] urxaj text I um I 0e4n0vl eawi I uasrJ ax9e,i ulTJ uUuJ Lateral lengths are based on lbws allowing lore 3 far OusbMHl/scourkg velocity Lateral lengths are boiled(Inflows allowing fora 1.5 Ips flushing scoudng velocity MA3IMUM LENGTH UFA SIN GLELATERAL WITH 25fps FLUSH VELOCITY MAXIMUM LENGTHOFASINGLE LATE RALWITH1.0fpn FLUSH Mann' ADDITIONAL FLOW OF 2.0 GPM REQUIRED PER LATERAL TO ACHIEVE 2.5 Ips ADDITIONAL FLOW NOB GPM REQUIRED PER LATERAL TO ACHIEVE 1.0 fps DRIPPERGPADING.., .s,.;."'.12t W ;(;. ,1:;:•Z4' poIPPERSPADUdG', ;i lZ'i .'.t:' u< 16 :' 29,1;'t',;: DRIPPER ROW RATE MPH)] 0.4 GPH 10.6GPHI 49OPHI 04 GPHI 0.66PHI 09 GPM I 0.4 GPH 106 GPHI 0.9GPHI DRIPPER ROW RATE(GPM' 0.4 PHI 0.6 OPHI O.9 GPH I 04 GPHI 0.6 OPHI69 GPHi 0.4 GPHI Q6 GPHi 09 GPHI 15 in I ,I I too I 172 I 165 I 136 I 205_1_147_I 165 J 16 I 241 I 205 ,1 1,�, j� 3H I_265 1 77J_J _�27J-_355 ] 216J 3 25 _J 1/3 01 11e t37 218 _1 301 2fi6J 231 _ts 315 J J HO J_J 619 13 35t 35 _J 2:1 191 166 710 272 220 J 781 J se ___36 767 �� 3 41g 371 613 627 Il) 40 .J 3/1 214 1)8 331 206 I N7 /13 3_62 J J w J 318 311 246 545 H6 350 663 559 NI 266J 228 100 316 _� /42 300 327 - 45 I 4_219 32._1 2.62 J 571 16B 36T ]21 682 ep Row par 1001GPM/GPH) ►ssluJ tatxtI taw e.4.4.111 eewt uut eaus uwt a71x1 J Ra_vper 106'IGPM/6PJ anxa tablet t.s7xa a4tran aswt u_..jAn aagte "sum I a71Aa Lateral lengths are based on flows e0owing for a 25 fps flushing/scouring velocity Lateral lengths we hued on flows sewing for a 1 fps Ilushleg/acouring velocity MAXIMUM LENGTH OFASINGLE LATERAL PATH2O1p6FLUSH VELOCITY MAXIMUM LENGTH OFASIOGLE tATERALWITHOSfin FLUSH VEIACHY ADDITIONAL FLOW OF 1.6 GPM REQUIRED PER LATERAL TO ACHIEVE 2.0 fps ADDITIONAL FLOW OF 0.4 GPM REQUIRED PER LATERAL TO ACHIEVE 0.5 fps -1`,QRIPPERcpACiNO 72 i.,:• 9r 14 , t;;:q • AT ,: RRIPPERSPACINO% 12*.: . i> 1R '. ?A DRIPPER ROW RATE MPH) Q4 OPHI 0.6 QPH 109 GPHI Q4 GPHI 0.6 GPHi 090PHI 040PHI 0.66P11I 09 GPHi DRIPPER FLOW RATEIGPHII 6.40PHI 0.61011I 0.9 OPHI L40PHI 0.6 OPHI DJ OPHI GPHI 0.6 OPHI OJ PHI 15 I61 141 119 211 791 161 163 J 201 �, 16 1 301 242 j 341 j 265 I 6]I 429 J 25 221 190 t6) 3,2 261 Ilt 3M 321 J 26 I J 796J 221 620 J 411 -J (i27j. 4D8 35 268 J 11) 370 316 18O�I 15s 391 221 j 35 I /21 337 260 47fi 3611 749 11 w 290 I 246 I 200 I 399 I 340 I 276 I 493 I 421 1 347 I 40 I H3 W J 273 626 501 3e7 790 411 45 310 7G1 212 427 362 I t%� 627 H9 45 I 464 371 J 6. 115 521 404 12 613 Flow par 100'1GPM/GPHI sae I tau! I tsw arvsn awAt taut I J uut VW I Row per 100I6PM/GPH)I ones I taut 1 ISM I mow I own I taut I awn I CNN I anAa I lateral lengths are based on flows Blowing for e 2 fps flushing/scouring velocity Latent lengths are baud on(tows allowing for 0.5 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. 1 EXPLODED VIEW OF BIOLINE DRIPPER BIOLINE DRIPPER OPERATION Bottom View Top View Bioline®drippers are pressure compensating-delivering Lar a inlet filtration area the water uniformly into the soil for further treatment or for (bottom of dripper) ,..,,r,, Dripper0utlet reuse by the landscape.These unique drippers allow the "r% (top of dripper) 0-:•;,;'r' tubing to be installed on flattopography or steep slopes. • 2 mot' ''� 1 ti t. 1 Bioline drippers are protected against microbial slime. Physical barrier separates where Each dripper is impregnated with an antimicrobial agent to „4,, water leaves the dripper from resist biological build-up. Chemical-resistant ,..F;-..10t:.=�'"- where it leaves the tubing. molded silicon -.Q=;r;y,':f Netafim drippers are continuously self-cleaning during diaphragm - operation,not just at the beginning and end of a cycle.The Dripper's (turned (turned over)op View dripper Top ofppresult is dependable,clog-free operation,year after year. TurboNet wide Now path•111110 'i-4';' '- DRIPPER FLOW RATE VS.PRESSURE 1.0 09 0.9 GPH FLOW PER 10D FEET 0.8� DRIPPER 0.4 GPH DRIPPER 10.6 GPH DRIPPER I 0.9 GPH DRIPPER( eO6 7,• _ O.GGPH SPACING GPH I GPM I GPH I GPM I GPH I GPM 1 5 0.5 12" I 40.0 I 0.67 I 61.0 I 1.02 I 92.0 1 1.53 I 0.4 0.9 GPH 18" I 26.7 I 0.44 I 41.0 I 0.68 I 61.0 I 1.02 I ui 24" 1 20.0 I 0.34 I 31.0 1 0.51 1 46.0 1 0.77 I 0.1 0 10 20 30 40 50 58 PRESSURE{psi) Between 0 end 7 psi,the dripper functions as a turbulent flow emitter,ensuring that the nominal ORDERING INFORMATION design flow is not exceeded at system startup. RATE I DRIPPER I LENGTH ) NUMBER 0.4 GPH I 12' 1,000' 08WRAM.4-12V I • SPECIFYING INFORMATION 500' 08WRAM.412V500 1,000' OBWRAM.4-18V SAMPLE MODEL NUMBER 0.4 GPH I 18` 500' I OBWRAM.4-18V500 1 2 3 1,000' OBWRAM.4-24V Bioline OBWRAM.6-24 V 0.4 GPH I 24' 500' 08WRAM.4-24V500 Dripline =OBWRAM A ll 1,000' OBWRAM.6-12V 0.6 GPH I 12' 500' OBWRAM.6-12V500 DRIPPER ©DRIPPER 0 COIL1,000' 08WRAM.6-1BV • FLOW RATE SPACING LENGTH 0.6 GPH I 18' 500' I OBWRAM.6-18V500 0.4 GPH =.4 12"=12 500'=V500 I 1,000' I OBWRAM.6.24V 0.6 GPH =.6 18'=18 1,000'=V 0.6 GPH 24' 500' 08WRAM.6-24V500 0.9 GPH = 1 24"=24 1,000' I OBWRAM1-12V 0.9 GPH 12' 500' 08WRAM1.12V500 BLANK Tubing Model Number:250'=08WRAM-250 1,000' 08WRAM1-1BV 0.9 GPH I 18' 500' I 08WRAM1-18V500 I 0.9 GPH I 24' 1,000' I OBWRAMI-24V 500' OBWRAM1-24V500 Blank Tubing 17mm 250' 108WRAM-250 e .. . 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 .1'g'illi II i s' TLCOUP TLELL TLTEE TLCROS Insert Coupling Insert Elbow Insert Tee Insert Cross i J. , TL050MA TL075MA TL075FTEE TL2W075MA %"Male Adapter 34"Male Adapter Combination Tee 2-Way Insert Ins x Ins x 3A"FPT 3/4"MPT x Insert ,.'. 1 i:,1. 111 ‘ iit...,.... TLIAPVC-B TDBIT16.5 TLIAPE-B Insert Adapter with Grommet Drill Bit for TLIAPVC Insert Adapter for 1"or 1%2"or larger PVC Pipe Fitting(16.5mm or 21/32") Larger PE(Requires 11mm or 7/16"drill or punch) FITTING DEFINITIONS FPT=Female Pipe Thread MPT=Male Pipe Thread TLFIGB TLS6 Ins x Ins=Insert by Insert Figure 8 Line End 6"Soil Staple 1 01.010 NETAFIMTM TLSOV TLCV Shut-Off Valve Inline Check Valve NETAFIM USA Ins x Ins • Flow Range: 0.9 to 4.4 GPM • Opening Pressure: 10.2 psi 5470 E.Home Ave. • Closing Pressure: 5.9 psi Fresno,CA 93727 (13.4 Feet Column of Water) CS BBB 638 2346 I I www.netafimusa.com i W064 10/16 Mason County WA GIS Web Map y f y �,i S/ s • t i P t , 5 ` S • N I F ay. .,-- .---reC, - \ _.•-•. .--q,„r^�,.,. f ,-,•tf.J.-:,:f. ,:-..:•;,,,,.-' \ \ \ \ • \ .,,,,,,, ..,,,..." . .. \ !f fr _ 5 ., • • . e" . �„J' f -• t1 f!'!' \'S \ y l ,, t\mow r _ \\ •\\\ • t� err/- -r' � .„ ,! \ \,----- _---- --- -. . \ \c", ,... \ \ ...\ \ • \ .....- , __,„,...- - \ ........,--- ,...A._\,. ......,..„ ,.-- -- ,..c. ...,..,-• \ 4(0 - \----- p''? „„e"..\ \ ,_''''' .• . 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