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SWG2023-00178 - SWG Application / Design - 5/9/2023
MASON COUNTY 415 N 6TH STREET, SHELTON,WA 98584 SHELTON:360-427-9670,EXT 400 BELFAIR:360-275-4467,EXT 400 ar<.; Public Health & Human Services ELMA:360-482-5269,EXT 400 FAX:360-427-7787 On-Site Sewage System Permit: SWG2023-00178 APPLICANT SEAM SEM Phone: Address: 10848 SE 228TH ST KENT, WA 98031 OWNER SEAM SEM Phone: Address: 10848 SE 228TH ST KENT, WA 98031 SEPTIC DESIGNER PAULA JOHNSON Phone: 360-898-2255 Address: 171 E VUECREST DRIVE UNION, WA 98592 SEPTIC INSTALLER SOUTH SHORE CONSTRUCTION INC Phone: 360-275-0818 Address: PO BOX 963 BELFAIR, WA 98528 Site Address: UNKNOWN Primary Parcel Number: 222213190000 Permit Description: New 3bd Nuwater to subsurface drip Permit Submitted Date: 05/09/2023 Permit Issued Date: 01/23/2024 Issued By: Rhonda Thompson Current Permit Fees Paid: $525.00 (additional fees may be required upon installation of system). Permit Expiration Date: 05/10/2026 (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 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: masoncountywa.gov/health/environmental/onsiteloss-inspection-request.php or call: 360-427-9670, extension 400. OFFICIAL USE ONLY DATE RECEIVED: D MASON COUNTY 5 • Q - aoa cn cn 1771911.11. I COMMUNITY SERVICES AMOUNT CEPo•E cc) PECENED3v CO U) — cmn - Public Health(Community HealthiEnvironmental Health) C w 360-427.9670,cxt 400 or 360-275-4467.ext 4cc //-- --�w..,^/'� //''ee��//��� 415 N.6th Street•Shelton,WA 99584 S V 1/1 0 ►_ !/t — ( i 1�p O 73 V V 1..�`J�/ l ���/ Z u3 ON-SITE SEWAGE SYSTEM APPLICATION D 73 3 n APPLICANT PHONE m ITl Seam Sem (360)275-0818 Rich Moore-Installer z MAILING ADDRESS-STREET CITY.STATE.ZIP CODE g 10848 SE 228TH ST Kent WA 98031 co SITE ADDRESS-STREET CITY ZIP CODE 13790 E State Route 106 Belfair WA 98528 I r" NAME OF DESIGNER PHONE I N Arrow Septic Designs (360)898-2255 NAME OF INSTALLER PHONE 0 I N) South Shore Construction (360)275-0818 < N PERMIT TYPE(select one) r DRINKINGr WATER SOURCE RM 1.1lJ:RESIDENTIAL OSS COMMUNITY OSS t1. (COMMERCIAL OSS J . PRIVATE INDIVIDUAL WELL ❑ PRIVATE TWO-PARTY WELL Z I TYPE OF WORK tsele one) 1= PUBLIC WATER SYSTEM c, 1 NEW CONSTRUCTION I UPGRADES ft REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ❑ TABLE IX REPAIR W SUBMITTALS ❑ SURFACING SEWAGE 0 EXISTING FAILURE ❑ SHORELINE CO U9.:DESIGN FORM(REQUIRED) SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE I— f WAIVER(S)(IF APPLICABLE) 3 19.82 Acres 0 I CD DIRECTIONS TO SITE AND SITE CONDITIONS (ex locked gate; Take Highway 101 towards Port Angeles. Turn right onto E Purdy Cutoff Rd. Turn right onto c) Highway 106. "#13790" will be on a yellow sign on the right in between 2 taupe colored o 1 0 garages. —1 0 SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. 1 CD — — OFFICIAL USE ONLY BELOW THIS LINE— — — — — UPGRADE/FAILURE SOURCE(for reporting purposes) ❑VOLUNTARY ❑MAINTENANCE/PUMPING ❑BUILDING PERMIT ['HOME SALE OCOMPLAINT 0 OTHER. INSPECTOR SOIL LOGS COMMENTS/CONDITIONS 1A.Vtlifit44 : D ((S N C=) [4 a RECORD DRAWING AND INSTALLATION REPORT SOIL CODES: V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED/ISSUED Bi ,��/� DATE KA'--)•NclANY-Olki l - e p 905 fit§Iw THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12/72015 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 2 2 2 2 1 — 3 1 — 9 0 0 0 0 A design will be reviewed when 3 copies of each of the following are submitted: Completed design form that has been signed and dated. 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 paver size: 11"X 17" PN1i ;_ ";1 PARCEL IDENTIFICATION '� 2 Designer's Name: Arrow Septic Designs, Inc Permit Number: S�VG C��.J - ���� (360)898-2255 Seam Sem Designer's Phone Number: Applicant's Name: 171 E Vuecrest Dr Mailing Address: 10848 SE 228th St Designer's Address: _ Union, WA 98592 Kent, WA 98031 State Zip City State Zip City : :DESIGN PARAMETERS Treatment Device ❑Glendon Biofilter 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter,Type'S00 Gal Pre Trash Tank G�Aerobie Unit Make/Model NuWater BNR-500 0 Disinfection Unit Make/Model Other: Drainfield Type 0 Gravity 131 Pressure 0 Trench 0 Bed (if Sub Surface Drip Laterals Septic Tank/Drainfield Specifications Netafim Drip 3 Schedule.Class Number of Bedrooms 28.5 x 4=114 ft +� Daily Flow: Operating Capacity 270 gpd Length`?pd Diameter .66 in Daily Flow:Design Flow 360 Septic Tank Capacity 4 NuWater BNR-500 gal Number 4 ✓ Separation 1 5 ft V. Receiving Soil Type(1-6) Orifices Receiving Soil Appl.Rate 6 �pd'ft` 1.7 Required Primary Area 675 V ft`' Total Number of Orifices 456 684 t Diameter .42 gal/hr emitter in Designed Primary Area / 12 in � 900 V ft'- Spacing Designed Reserve,Area ManifoldTrench/Bed Width - ft Trench/Bed Length 456 ft Schedule/Class 40 Lenah header ft Elevation Measurements 1.25 in Original Drainfield Area Slope, 15 % Diameter 15 q% Preferred manifold configuration used'? RI Yes 0 No New Slope,If Altered Transport Pipe Depth of Excavation Up slope 6-12 in Original Grade Schedule.Class 40 from Orig Down-slope 6 12 in i� Length 12+ in 320- ft Designed Vertical Separation 1.25 in Gravelless Chambers Required? 0 Yes it No 0 Optional Diameter of doses day 12 Pump Required? �Yes 0 No Dosing and Pump Chamber / V Pump/Siphon Specifications Number30 gal Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity 1,000 gal Orifice loo ft Chamber Capacity Uppermost Orifice'Higher 0 Lower than Pump Shutoff Pump controls: Please check those required. Timer C�Elapse Meter lit Event Counter Capacity @ Total Pressure Head 23'1.4 ft If Timer: Pump on 12 gpm g.4 min Pump off 1.84 hr Calculated Total Pressure Head Comments APPROVED MASON COUNTY ENVIRONMENTAL HEALTH e�� RET DESIGN FORM—PAGE TWO Assessor's Parcel Number:2 2 2 2 1 — 3 1 -- 9 0 0 0 8 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch ft Test hole locations 21 Drainfield orientation and layout Reference depth from original grade: lid Soil logs stf Trench/bed dimensions and It Septic tank gi Property lines critical distances within layout (if Drainfield cover 6d D-BoxlValve box locations Reference depth from original grade ❑ Existing and proposed wells within 100 ft of property It Septic tanldpump chamber and restrictive strata: ❑ Measurements to cuts.banks.and locations 6I Laterals,trench/bed,top and surface water and critical areas 0 Observation port location 0 bottom drain collector ❑ Location and orientation of B1 Clean-out location 0 Curtinand augmentation curtain drain and all absorption ft Manifold placement components It Orifice placement Other cross-section detail: ft Location and dimension of 0 Observation ports/clean-outs 56 Lateral placement with distance primary system and reserve area to edge of bed Other Information ili Buildings stf Audible/visual - tI referenced Yes No 66 Direction of slope indicator Scale of dray �,s non scale [� ❑ Design staked out 1 Waterlines bar •':ty , 0 l�Recorded Notices attached • ; �h 0 I"'Waiver(s)attached 66 Roads,easements.driveways, t'•yam' wi,� l'A (� ❑ Pump curve attached parking . ► .� ` is e4'�, • 0 �Evaluation of failure id North arrow and scale drawing h •.S `- '` f ' 5100349 `. Non-residential justification shown on scale bar y.Q� PAULA JOY JOHNsON L'tC S� b�St 0 l�Waste strength EXS i i - ❑ C�Flow DESIGN APPROVAL The undersigned designer must be ified b ••ins Iler at time of installation 64 Yes 0 No Signature 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 regulations: ( '3 hzLi Environmental Health pecialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved"by Mason County Public Health. t Q�� ✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: I ✓ Drainfield site conditions have not been altered to adversely affect conditions of 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: 1217/2015 �...... Sca►r: i' 'o' Play ?loon • E Si. Ro — zo do �e so Seam Scm 1376i v /��°` /0 ?arc t#22221-31-/0000 IszBgamic‘+e (378/ dj - �% Iy�.p2 0750E 5+. Nit. lob Fb �6( FL-}-4.Q.cwz tax . c,, aliktritz14., ,a d- -'ts+ Hole 40Z7 r - #3111 N 24112 7" Us t.;- 1 ,..A,,P„x aF ,its' .�- ' 1 roots -o Comf./me-fi . � ` 13 f n S 36*. 24 1 Et . © o 10 1 I ICR;1L °' Ci c S. 0— ' L".r-r\---:. .i.i a I -4'ODP i / Iri Ilf ' - 1 S7,0 ,�.,r-S ir ...''. /.... i .At A ....... _. ....._ \ . icvac't 4 42 V.' • f 138 t i c b.,".,, 11484,.$tt. Nei' v 5100341 Ha:PAULA JOY JOHNSON .•ry l L'jCJSrtSUSiONi" CY N vve+land m S 4. APPRO ED 1 JAN 2 3 202 ;1-'7 `'' MASON COUNTY ENV1RONM:NIA!.HEALTH L' : ; . RET .' 0 Audio-visual Alarm t •' - -i O2 Cleancut i I� 0 500 Callon Pre-Trash Tanis \ . 1 ONuWater BNR-500 Pretreatment Ta< I J O1,000 Gallon Pump C}.p.nbe: ,, f.„,,,1 I v. O6 Subsurface Drip System Headworks /' \‘e / 0 `�/ 05 .\ L 1 y 4 ji\IL do r \al.\ 24z4 ,h1`o a o a o o' o�S-S a m o o< o 0 vL a o E. � a n a ac o .i rLi!z ill - Q N - Og .t00 N.5g oN <.sNH ; .-ONOhCf .r n c o o c a o o . _ c _ = € oo3 v mmc $ mi-^ r. occ 4a._m._m.5 i"f mi-i cr'" f$ mv 0t2c- o E m o s $ m c E 0 0 o Na 0 6 0= o`.-o ad o 22022 0 0 a 0. o o__ o o'E o- C�=u2 m Z O.G $ N .--N N N 7 m m c C7 ca c _ _= S S m S S m p m 0 e 2=a oboO `v `u m m C�> 0... n m �a,..c.`._ a=� g._ w o" a v �0 ; mice 9 W $$ o oaa a 2 a ° o foii- 0opo! O ° >.�.« mm &Ym amm v«' « m y L O N C' " SS m O C mC C L..U o6 d C LL O m m m m c C ° m 0 m m a e C m m }� a n a m `W S :' O N =1 C LL .' i$L ° A P CI LL y G ; O LL a V I `0 . Z 0 W 2 J 1- °a m LL N N J Q u C C w, E.U € '1 m fP z 1,2 J n. • E 2 _ 'c cs 50 0 'o a m� m m 'do Uo °n °•- E2awy ..aN a=o. E=oaf,. m w 5 �' �.-F a a m CC c o �$o c c 0 2 3 C'c V$ 6 .teu-s c m St __ 5mpoLLQo C N O Q ° °� o 5 SJ mLL GaGEEq p,dC7 aLe c3o ga �c1hEc Owm c e«o y - c c a c Z z z o p O c7 m>° 7 .� n c a c E N m 'c N a c p�. Va `o z o o E c o E m Q d J••f, LL n N m b' E tV O E m o O `moat.S € J = E - Eo E E > E oo O >m�' 06 a,y2g73 a ,fix$ OE > - a- c? e-° ` 3 az m < E E® y._ gnn g o Ev o e� o c c c) 0 E3E- y35- O cnmm E ` g2 .2 am «. °UN c: 0cm3" momr . cp > m r <Y , 8 of a .O < F�°- O 9 $ m mN0o m _N ro: cS pro a to Sp w I-Z G i.m i/� 0 E c U. a`o a $ $3 o i c r m m a 'i86`°-c°+ vi 'c in m $ co U c= o ° � avc m m c $ E T C N E N E a = 0v .. oc . r uy N m =c c w 0 m o 2N'QZ O ~ m d ..$ ocEca e 0 ti LL vo a o-, LL J�` m a �? O m G O V A = Z N u m y O 0 o c E o n i- E c 0 n p 5 N d U ° C 3Z Q� 2 3 5 a a 0 f m .13 v a - a m _ n, a� ero �C a ` ppc m az V 50 ° E ° 6 3 I N 1' o ....- N . � Zao , w o (l• ma;o 0_E m� APPROVED r: °Q�_ ° E avmS$ m o 'Cl,��0 qoc 3 ��i y ,,I 1 �,.0 0• rmo0 = V p ' s o- Emao E N� JAN 23 2024 � .d ,�� N J�, u 0 a C C S E ¢Q J 0" MASON COUNTY ENVIRONMENTAL HEALTH Yr' . 4 w,' t d �o RET r� J o U O m uj -. L •Y' N_ yy E'O -m mm OO N O N ' a a - N O O O� fd n 2 m' V m0 CI EN¢ § mE M O C c EO- ` .2O � "m3a2 v_ •, 173 CA)` O =a m a a v o 0 C0C F m ai o ° i 0 0 dLLc CI. 13 _ - N 0oo o ¢ re = m n m L m a 10 •L agn . c2 e ' m g c o dco 0 " Cnm2j i - m d Z ° - o c P m w a a o ` 2 C) R CO W W O E d 0 O O a to b 0 0 0 .. o o ° 0 m a a a v o a o 1 m o o T. �_ $ c n a 0 m o4 .O `� u' a m `o °° E E N = m o1a ,a M m N w o o °c_ o N n Omo r1 W r Q m c T H N E ;1EEQo E p0 t z c. r. ;, a'at U 0 _ -p 0 E M _� 4 i o m pp p L a . a ° a) A > W d u 9 m m n 7 w J q O.g. m.L f U.c a" c 0 v 0 5 0 c o Z o 0 o a E o o ; e c o r a r m t. E ; o.-. o m$m Z a Ev` w¢ m g m 9 pp C V N=? C z S w s„ a w a �e nBm -5mc,E. oo 424 Subsurface Drip System Calculations&Specifications Seam Sem Parcel#22221-31-90000 13790 E State Route 106 Belfair,WA 98528 Number of Bedrooms 3.00 Length of Supply Lines Operating Flow 270.00 From Header(loop system) Design Flow 360.00 lat# ft. 2 Soil Type 4.00 1 supply10 Soil Ap. Rate 0.60 2 supply 3 supply 18 Required Square Footage 675.00 4 supply 26 Designed Square Footage 684.00 Lateral Length (looped) 114.00 ft. Number of Laterals(looped) 4.00 ea 10 Dripline Spacing 1.50 ft. 1 return 1.00 ft. 2 return 18 Emitter Spacing 3 return 26 Dripline Length Required 450.00 I.f. 4 return 34 Dripline Length Designed 456.00 I.f. Emitters Required 450.00 ea. Emitters Designed 456.00 ea. 144 1 Lat total Header 6 Transport 320 gal/hr al/hr each emitter Return 320 Emitter Flow Rate Design Flow Rate(#emitters x .42) 191.52 gal/hr. Total 790 Flow Rate(gal/hr/60 min) 3.19 gpm Minimum Doses/Day 12.00 ,✓ns On Time(total per day) 112.78 min/day �e''}1y? On Time(per Dose) 9.40 min/dose y. . Off Time between doses 1.84 hours f► �� w ''�I% •?9,•h j . w .s; r� y'!i: 5100348 APPROVED messAULA o 5104E14,121 EXPfRES �/1 J A N 2 3 2024 MASON COUNTY ENVIRONMENTAL HEALTH RET 4k�4 , Dri Looped Distribution Drainfield with Supply& Return Manifolds Subsurface P . ./ 0 - .j • litiMMID —, i-- I C°1,241 ‘,S' 4S \11 (-56'csk2- 3. )11.- 1, I 1 `= 4110 f � _ k< ' 2$r5 ..›,-Tdscr csi,, Scciz= 1 = tor Lao,f) t l 1 (rr14"2C41zatt o S cc PS z Ec —i. -- si ` of �A dh{,, r�(t� , APPROVED ! /i --` s ? JAN 23 2024 '"'�' PAULA JOY JOHNSON ?' a'L'i'C S giGFXR.• i MASON COUNTY ENVIRONMENTAL HEALTH r%W RET y Notes: • insteil Dripper lines as level as possible across the contour grade • Divert all surface water away from the drainfieid area • Air/Vacuurn Relief Valves are to be ins fled at highest point in.drainfieid Subsurface Drip Systems-Recommended Standards and Guidance Effective Date: July 1,2007 Figure 4. Looped Drip Distribution Field with Supply and Return Manifolds DRAINFIELD SECTION NTS APPROVED TYPICAL. FLUSH PINT JAN 23 2024 °R A� VENT MASON COUNTY ENVIRONMENTAL HEALTH <SEE DETAIL SHEET NT-\ rLUSD NVYK.R OF SiMKT FLUSra H RS arc DETAIL SMT B 11VAAtRES PER ZONEETURN FEEDER „ TOP OF SLOPE RET RETURN PLACE MANIFOLDS M $OroammAppoorn IIIHIi�i,�I "DM VALUE SuPPI.f.....,.../..-/.1 it: • • - (SEE DETAIL WET 17) 1 _ V2' PVC SNC 10 / -• _1 I - s+ - J - • - - ITEM LINES/ (TTlICAL. _ 112' PVC PC. /0 _ it Iir NIITHRI 1iiePN PRESSURE \ (SEE DETAIL THIS SNEET> UNES MKH 0.61 CPN Pf7ESSUR£ \ LENGTH VARIES PER PLAN comPemsi,III ornots mil \\ TRENCH EXCAVATION LOOPED DISTRIBUTION FIELD SCALE,NTS NOTES: T) INSTALL DRIPPER LINES (AS CLOSE AS POSSIBLE) LEVEL WITH GRADE CONTOURS. 2) INSTALL BERMS OR SWELLS TO DIVERT STORM WATER RUN-OFF. �fQ Q , S \ e" - '`��`e (� &-M L d� DOH Publication#337-015 Page 37 of 52 1 ' i •i IN i ( k '-) •••• ._.Q...., 1 ....., I "•-•ii4`"Filtec •z 1-17 GlIti . i Firyw=IF kfziamcs rasa= 140 fai ag4t.iik-1vat Ig m : 1s.manix.ws=cs a.a•-u( 225524A A#.4413465."69-.-8.3XXs.a"5XXI.16621X-Xsc''.. FALHl7WtMMi-rnarlwae,eaiilw-etgalokti&i*usi4dlaianana-o l=ngc id c4 gsvmi-aaz=a p . 8 a.it.emiz6rbama.=s xseao:=zt..aaa.i.zd 428556.1,9‘2S416112 7-aa4.8G5•4 c0tts P.7Ie l pa1l3IbiMae3n:oksr'i... APPROVED 61/ jAN232024 2XXMASON EiVIRONMEN1AL HEALTH LTH RET 1 I Netafun Tech Filter Charts. .1 . .. ..• -- „.- .-- ...„.• ...•-.•- ..--.---,..--.....--,---_-- -•-...-„.- ,.. ..„.-„..- • 1.---,---:,-..--•,..-•_• ,•- . - -- -- - --- .. - -- - • . • • -. - -- -- -- ...-- - • •- ' -- -- --- --..---- --..--.„..-,.--- -• . --1 • •-• ...--.- ...-------„..---„--.„..--...-- •-•_......... -----f •-'•_. ---..----,-- .- .../'....-•-"...--_,-.'.:,,i- '..,',.-<,,•"•:...--,•-----.>•'• ..'•...-'-... e----''z--r.--•--77-%----,----'---"‘-'' '•-•,.../'•••''• •- •- '• '•'. ••- '- 1,.--.......---.•...--' • • •--•-•-.'-• -<_..;-_•,:-..S5-''••-•••••' -' .-- .•'•'•---"'.-•/••.•>-:•- . ''.'''`'...•'''...-''''..------/*>'1:,/• .4 .... ..••'' ..-• ..-I ......'.„.• ,,,', ..%..."---• --'• ,-•' ......,.• .•.. •...,* .-.* . ••••,\.. ...•"--.: •••-`•. . ,....'.....-1....> i b 2.,3 Layers of - ......7...":„.:-:„..-:„..........„..........• 2.• Bei --..-i. -...•,-,- ..----,....--..., --.......--_,--......- ...........-•,- • .- -- ,- ..--...-• I ; Fter Faric..,... ..../..--",(--------- Vzive --•) (-0-30 PSI- ••,_ .....-_._.- ..., .• • ., r • ' • • - - -- -- 1 ----',1 .o•Ak N , ...e, .....""..../...,.... : (Extend r .---/,---_--,...--,s,--,-,. -• .• 1 .- . ..--Pressure..-••'),.\.....-•• -' •- •-- f , .6....---_,...-' •.....-- •.- -..."-----":-, •-",•••'. ./ .1,. ...,.•",----:,,," i Past Riser)--'1.-- -- .-- ..--:-•-•,..-* -. --t-.-1--- -- -",-Gauge ..-_.•-•..., , - • . ,..--i....-- i / -• -• -• -- •• --111 .;111I-- - ....- N..-- -- ,..- .... .., t I--.„--...„--_•_„,-/,..... ,..• „- „- ...._, ,, / o k _ mow .,, ,.., 44111 %,' ROM Fieki • / s Tan im ,‘ I , r"•••\ . ..-.- -", N--•••' • . .- ..- -.... . -•''''. „,,•'' .•...'IC, • . ... ..., ..,"•••"-../ i .' • •'...'1.,/`* ,•' ...`• • • ." ........P'..••••.'..,•.'..•••''i.e.'...e.'•.,• •' • ''.- • • .' , i „,..."..„,.1/ ,•'''...'''....•....::"...:,<:,....•>',./-„....".•••••• ,.... 3/4"Master Neter for, • , .'".---",---_,--.: . , . 1 ..,---1.---i, • .• .- ,-- ...• -- .--`,-- --_,,,---:,,-,- ' Reclaimed Water--•-- .- • •1',c.--;,.----...-- .. 1. ....• . - • .• . „...-, ........._....„,- _•....„:„.....„476„rrrtss.s. ......-.....-.....- , 1 '....... --;f' •'••"' .-,.----....-4 st).....f•fir,.. :,,, ,To Field i ..-'....--..4, :,--......--_,--.........,,,,....2i ....... .... ,---v- . , ?-1..--..:„..4•••--,•::....--_-_-•,.......• ,••ri.„- .•-• ..---,--.:1,,,s •, ---.....-.; , ---;•-•---t,=•-,\-- • - -- • . . •-• - ------ 1.----.----"..-" - 3.0D --.:,-,/:- /-.• ••• • .- .•-• .-• ..-- ..---: ,-- ..-- - . • •• i 1 ,,,....., -a, -"'PreSt3Ure.c.,-' ',7 . 7 ---.•- --- --- ---,.--1..--;_.-,f i -• • • . ..---•• -..,--",,'‘•t-... -1:;!, • , ,...--......---„,....-- , ........-...-• ,,..„),,.... "..„... • --:Gauge .-- -- . . I. union ----e .. ,.., _. s...- .- ,...• .....„--,.....--..., •-- .1,=------- --..;--- • ..../ ....... ,. ,...-• .......- ......., ....• l. .re7Z.c......1 ',..'......'. ... '. •1 _-•-•-•;---'......--• ...--- ....- ........1 . Ne. . • -• _• . -• • • v• ..-- ..-•-....,-, ;,. t , \' . ...--- ..-- - ,,--- -- ..• .... ... ;_..-. ...., AVM Pump , .- ..-.„....-:.,,,...\\....,....„.....• .... i, . -:>-1,--_,.--,.„.• :.\.. .-----:-...- --.--.< .-- _.."---'2-•-: •"..•--:.---- -----.f---7/ ------..:----:.--;...-• -,..>". --.:,..--" -• - •- '-----!---<----, --I' ch Filter"Te .--- ---'-.- 4.,-- ---.-,--..---*---•..-- , • • .• . --- -.-----:„---,--•..„-- • .--- ---;•-- -- - •-- --,• -• - • . ---,----...--- -- .•-•_.--,• Ribbed Riser ..---_,... .-- -- ....-- .•- ..---.: •- • -•-• -• .----------. .------ •- •- -- --- - ...• - . ...- ....- ,..- ... - -.e_ef __•••• „.. • . . ......,...f.• „- .... ,• .....• . . ...-- ..,..,- • .;, I HD Fowler Continuous Flush Headworks I 1 I I The main components of the headworks are: i • 1"Tech Filter • Three pressure gauges . 3 --76-6, 41 Systems_Recommended Standards and Guidance I 1 Subsurface Drip Effective Date: July 1,2007 Figure 7. Air/Vacuum Relief Valve in Valve Box with Gravel Sump r nano — AWE sar NOTE ,...,'''....4 MR VACUUM EL hw,caPLrE • 1 u ia•sOK m NIPPLE j 0913T14ASPEOLIFEO) ! TWEE swat ."t vZar :•� -, • I PVC PPM AND MAIO ( 81),tekra. ais---.44.... (212-t\-'\Nir‘V‘- t2..Q.c1rV‘,\•NdejL. C:N( C ) - 'C) CL-' APPROVED JAN 23 2024 MASON COUNTY ENVIRONMENTAL HEALTH RET DOH Publication#337-015 Page 39 of 52 111 ?' rFJ H D Fowler Company Continuous Flush Headwor Quality Performance, Long-Life and Reliable Onsite Effluent Control Applications: • Onsite wastewater drip dispersal systems • Reese applications including municipally f treated effluent designated for irrigation and other disinfected and non-disinfected water sources - • (n a treatment system such as an 4110101 - ' intermittent sand filter or mound system • Rainwater harvesting systems • Greywater systems • Wherever effective removal of debris is -. `` M1 required • Typically installed downstream of treatment process when used with onsite effluent • Can be used with domestic strength septic tank effluent with proper design and • The PUHEADWORKS4 Comes operation Standard in a 24"Riser 1 Features & Benefits: • Continuous forward flushing of dripperline keeps piping networks clear of debris • Ready-to-install for ease of installation • Comes standard in a 24"riser APPROVE D • Simply attach system piping to headworks • Can be used with demand or timed dosing JAN 2 3 2024 • No electrical components to wire • Compact size fits in 24"riser MASON COUNTY ENV1fi0NMENT.AI HEALTH • Centralized manual controls make flow setting easy • Manua!flow control of flushing velocity allows for infinite setting control RET • All components easily accessible for easy maintenance • Union fittings for easy assembly and disassembly of components • Filter. • Highly effective multiple disc ring design captures and holds more debris than screen filters • Low friction loss keeps system costs down • Rings are easily removed for fast cleaning without the need for scrubbing • Greater holding capacity of the rings vs. screen filters mean less frequent cleaning - Color-coded disc rings make identification of mesh rating fast and easy • Filter ring sets are easily replaced to meet system mesh/micron requirements - Filter size can be increased to ' Long'without replumbing • Water Meter. • Designed for reclaimed water for long life • Easy to read dial et_0.;._Z4 Specifications: • Filter: • Mesh: 120 mesh (130 micron) • Filter Body and Cover: Reinforced Polyamide • Disc Rings: Polypropylene • 0-Rings and Seals: Nitrile&EPDM • Clamps, Spring and Bolts: Stainless Steel • Temperature Range:-40°- 160°F (-40°-70°C) • Maximum Pressure: 140 psi (9.65 bar) • Meter: • %"x%/." brass • Analog dial • Gauges: • 0-100 psi range (0-6.9 bar) • 21/z", glycerin filled Wika pressure gauges • Flow Range:2-20 GPM (7.6-76 litersiminute) • Maximum Pressure: 60 psi (4.1 bar) • Length:24" (61 cm) • Width:24" (61 cm) • Depth: 13"(33 cm) • Iniet/Outlet Pipe&Diameter: 1" Sch40 PVC Application Recommendations: • Wherever automatic flushing of a drip network is desired • Any domestic or commercial application Ordering Information: Model Number Description Flow Range PUHEADWORKS4 Continuous Flush Headworks 2-20 GPM H 7 FdMer CYtseny APPROVED JAN 23 2024 • - MASON COUNTY ENVIRONMENTAL HEALTH -`» 6. RET Corporate Headquarters 13440 S.E.30th Street Bellevue,WA 98005 Phone: (425)746-8400 Fax(425)641-8885 www.bdfowler.com k NetafimDrip/MicroIrrigation Irri ation Solutions Wastewater Division Moline® Pressure Compensating Dripline Technical Specifications • Dripper flow rates: 0.4 0.6 or 0.9 GPH • Dripper spacings: glA 18" or 24" dripper spacings and blank tubing • Pressure compensation range: 7 to 58 psi(stainless steel clamps recommended above 50 psi) • Maximum recommended system pressure: 50 psi • Tubing diameter: 0.66" OD, 0.56" ID • Tubing color: Purple color indicates non-potable • Coil lengths: 500' or 1,000' (Blank tubing in 250') • Recommended filtration: 120 mesh APPROVED • Bending radius: 7" • UV resistant JAN 23 2024 • Tubing material: Linear low-density polyethylene MASON COUNTY ENVIRONMENTAL HEALTH RET EXPLODED VIEW OF BIOUNL DRIPPER Bottoms View Top View Large inlet filtration area (bottom of dripper) Dripper Outlet (:op of dripper) Physical barrier separates where water leaves the dripper from Chemical-resistant where it !eaves the tubing. molded silicon diaphragm Dripper's Top View Top of dripper{turned over) i uthot et wide__ 000.0 flow path 40001. 11 'ert 2-(4) httpJh+n musa-com/wastewater/produc tidine-dripped rie-tech. 116 DRIPPER FLOW RATE VS. PRESSURE 1.0 0.8 10.i OPH E 0.7 -.._— ._.....-._.._�• __L..-__ a. 0.6 LPN ppo d 0.5 • 0.4 GA GP 0.3 f 3 j 0.2 - - _ 0.1 0 10 20 30 4C 50 58 PRESSURE(psi) Between U and 7 psi,the dripper functions as a turbulent flow emitter,ensuring that the naminaf design flow is not exceeded at system start-up. APPROVED J A N 23 2024 MASON COUNTY ENVIRONMENTAL HEALTH RET Bioline Dripper Operation Bioline® dripline drippers are pressure compensating - delivering the water uniformly into the soil for further treatment or for reuse by the landscape. These unique drippers allow the tubing to be installed on flat topography or steep slopes. Bioline drippers are protected against microbial slime. Each dripper is impregnated with an antimicrobial agent to resist biological build-up. 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 after year. 2_, 46-all' ys trp://www.netemusacomiwastewater/ProduCz/bidine-dripperine-tech Orenco Technical Data Sheet PF-Series Submersible Effluent Pumps: 1 -Phase, 60-Hz, 4-inch (100-mm) Applications Features/Specifications Our PF-Series 4-inch(1 C0-mm)Submersible Effluent Pumps are To specify this pump for your installation,require the following: designed to transport screened effluent(with low TSS counts)from • Minimum 24-hour run-dry capability(liquid end)with no deterioration septic tanks or dosing tanks.These pumps are constructed of light- in pump life or performance* weight,corrosion-resistant stainless steel and engineered plastics,and • 1/8-inch(3-mm)bypass orifice to ensile flow recirculation for motor are field-serviceable and repairable with common tools.They're also cooling and to prevent air bind CSA-and UL-certified to U.S.and Canadian safety standards for efflu- • Liquid-end repair kits available for better long-term cost of ownership ent pumps. • TRI-SEALT'•' floating impeller design on 10,20,and 30 gpm(0.6,1.3, PF-Series pumps are used in a variety of applications,including pressur- and 1.9 Usec)models:floating stack design on 50 and 75 gpm(3.2 ized drainfields,packed-bed filters,mounds,aerobic units,effluent irri- and 4.7 Usec)models gation,liquid-only(effluent)sewers,wetlands,lagoons,and more.These • Franklin Electric Super Stainless motor,rated for continuous use and pumps are designed to be used with a Biotube pump vault or after a frequent cycling secondary treatment system. • Type SOOW 600-V motor cable(model PF751512 uses 14 AWG, SJOOW,300-V cord) — Discharge connection -Not apohicabte for 5-tip;3.73 kW)models • Standard Models See specifications chart on page 2 for a list of standard pumps.For a complete list of available pumps,call Orenco. Product Code DiagramI Franklin liquid PF ' lrcol l 2I _ ' J_ end ep p TLK=C ckTigfi"compati e 1 1 1 O il\/ Core length.R Stank= 10(3) 20 =20(6) JAN 23 2024 30 =30g} 50 50(151 Check valve: N C���' i�V t°�NMENTAL Fi LTti ink I(valve =internal check RET Vatage.nameplate: 1 = 1115 2 = 230 Frequency 1 =single-phase 60 Hz Horsezower(KW): 06=1 hp(0.37) 07= 5 hp tC 561 Franklin 10= hp(0.75) 15= 1112110(1.i 1; Super Stainless 20=2 np;1.501 30=3 to(2.24) 50=5 no;3.73; motor Non6na1110w,gpn(Usec). 10= 10(0.61 20=20(1.3) 30=3C(19i 50=50 r3.) 75=75(4 7; I Pump.PF Series "7•l�L 37 kW only Ava,b..*la 10 gpn(0.6 Uaen 1.2 hp P1.37 kWt hole.20.t:cords a,e available ally for pu'tlrwyh 1 V0!O /� Pciwerec by Gocs •Franklin Electric �� LR90980 �' �� V LR2053896 NTD-PU-PF-1 Orenco Systems••800 348 9843•+1 541 459 4449•www.orenco.com Rev.10 0 01/21 Pagel 014 \--; 66_2-6 , , 1 . . Orenco; T E M S Technical Data Sheet S Y Specifications N ^ . n tC n 3 . n co Q' Q E .- >. c y m a� c GU c u7 `� L cr F E c�Si m Pump Model a ? _ a z > ¢ > c va 2 o cc .I .E .. •• E a cc n PF100511 9 10(0.6) 0.50(0.37) 1 115 120 12.7 12.7 1 !4 in.GFP 23.0(660) 16(406) 26(12) 300 PF100511 CV 9 10(0.6) 0.50(0.37) 1 115 120 12.7 12.7 1 IA in.GFP 23.0(660) 16(406) 26(12) 300 PF100512° 10(0.6) 0.50(0.37) 1 230 240 6.3 6.3 1 V4 in.GFP 23.0(660) 16(406) 26(12) 300 PF100712'5.9 10(0.6) 0.75(0.56) 1 230 240 8.3 8.3 1 14 in.GFP 25.9(658) 17(432) 30(14) 300 PF101012 5'6.9 10(0.6) 1.00(0.75) 1 230 240 9.6 9.6 1 V4 in.GFP 27.9(709) 18(457) 33(15) 100 PF200511 9 20(1.3) 0.50(0.37) 1 115 120 12.3 12.5 1 41 in.GFP 22.3(566) 18(457) 25(11) 300 PF200512 9 20(1.3) 0.50(0.37) 1 230 240 6.4 6.5 1 Vi in.GFP 22.5(572) 18(457) 26(12) 300 ePF2010124•5 9 20(1.3) 1.00(0.75) 1 230 240 10.5 10.5 1'k in.GFP 28.4(721) 20(538) 33(15) 100 PF201512 45 20(1.3) 1.50(1.11) 1 230 240 12.4 12.6 1 1:in.GFP 34.0(864) 24(610) 41 (19) 100 PF300511 9 30(1.9) 0.50(0.37) 1 115 120 11.8 11.8 1 ?4 in.GFP 21.3(541) 20(508) 28(13) 300 PF300512 9 30(1.9) 0.50(0.37) 1 230 240 6.2 6.2 1 14 in.GFP 21.3(541) 20(508) 25(11) 300 PF300712° 30(1.9) 0.75(0.56) 1 230 240 8.5 8.5 1 14 in.GFP 24.8(630) 21 (533) 29(13) 300 PF301012`•9 30(1.9) 1.00(0.75) 1 230 240 10.4 10.4 1 V in.GFP 27.0(686) 22(559) 32(15) 100 PF301512 4'5 30(1.9) 1.50(1.11) 1 230 240 12.6 12.6 1 1/4 in.GFP 32.8(833) 24(610) 40(18) 100 PF302012 5'6.7 30(1.9) 2.00(1.49) 1 230 240 11.0 11.0 1 14 in.SS 35.5(902) 26(6601 44(20) 100 PF303012 5,6.7.6 30(1.9) 3.00(2.23) 1 230 240 16.8 16.8 1 in.SS 44.5(1130) 33(838) 54(24) 100 PF305012 5,6.7.° 30(1.9) 5.00(3.73) 1 230 240 25.6 25.8 1 in.SS 66.5(1689) 53(1346) 82(37) 100 PF500511 ° 50(3.2) 0.50(0.37) 1 115 120 12.1 12.1 2 in.SS 20.3(516) 24(610) 27(12) 300 PF500512° 50(3.2) 0.50(0.37) 1 230 240 6.2 6.2 2 in.SS 20.3(516) 24(610) 27(12) 300 PF500712 9 50(3.2) 0.75(0.56) 1 230 240 8.5 8.5 2 in.SS 23.7(602) 25(635) 31 (14) 300 PF501012 9 50(3.2) 1.00(0.75) 1 230 240 10.1 10.1 2 in.SS 27.0(686) 26(660) 35(16) 100 PF501512` 50(3.2) 1.50(1.11) 1 230 240 12.5 12.6 2 in.SS 32.5(826) 30(762) 41 (19) 100 PF503012'5.7.6 50(3.2) 3,00(2.23) 1 230 240 17.7 17.7 2 in.SS 43.0(1092) 37(940) 55(25) 100 PF505012 5'6.7'6 50(3.2) 5.00(3.73) 1 230 240 26.2 26.4 2 in.SS 65.4(1661) 55(1397) 64(29) 100 PF751012° 75(4.7) 1.00(0.75) 1 230 240 9.9 10.0 2 in.SS 27.0(686) 27(686) 34(15) 100 PF751512 75(4.7) 1.50(1.11) 1 230 240 12.1 12.3 2 in.SS 33.4(848) 301762) 44(20) 100 1 GFP=glass-filled polypropylene;SS=stainless steel.The 1 .1-in NPT GFP discharge is 2 7-8 in.octagonal across flats:the 1 kii.in.NPT SS discharge is 2 1$in.ocag nal across Pats;and the 2-in. NPT SS discharge is 2 78 M.hexagonal.aaass liars.Discharge is female NPT threaded,U.S.nominal size,to acc n,modaie°renco',discharge nose and valve assemblies.Consult your Dena.Distributor about fittings to connect hose and veins assemblies to metric-sized piping. 2 Minimum liquid level is for single Dumps when installed in an Orenco Biolib6'Pump Vault or Universal Flow Inducer.in oilier appiicet'ONns.minimum equ'd level should be top or pump.Consult Orenco for more information. 3 Weight includes canon and 10-it:3-m)cord. 4 High-pressure discharge assemby required. 5 Do not use cam-lack option 70)on discharge assemble. 6 Custom discharge assembly requdred,gr these pumps.Contact D,eray. APPROVED 7 Capacitor pack(sold separately or installed in a custom patrol panel)required for this pump.Contact Orenco. 8 Torque kxks are available for all pumps and are supplied situ 3-hp and 5-hp pumps. 9 ClickTight'm compatible. J/1 N 23 2024 MASON COUNTY ENVIRONMENTAL HEALTH RET NTD PO PF 1 Orenco Systems •800-348-9843• +1 541-459-4449•www.orenco.com Rev.10®01/21 Page 2 of 4 Technical Data Sheet Orenco SYSTEMS Materials of Construction Discharge Glass-filled polypropylene or stainless steel Discharge bearing Engineered thermoplastic(PEEK) Diffusers Glass-filled PPO(Noryl GFN3) Impellers Celcon°acetal copolymer on 10-.20-,and 30-gpm models;50-gpm impellers are Noryl GFN3 Intake screen Polypropylene Suction connection Stainless steel Drive shaft 7/16-in.hexagonal stainless steel.300 series Coupling Sintered stainless steel,300 series Shell Stainless steel,300 series Motor Franklin motor exterior constructed of stainless steel.Motor filled with deionized water and propylene glycol for constant lubrication.Hermetically sealed motor housing ensures moisture-free windings.All thrust absorbed by Kingsbury-type thrust bearing.Rated for continuous duty.Single- phase motors are equipped with surge arrestors for added security.Single-phase motors through 1.5 hp(1.11 kW)have built-in thermal over- load protection,which trips at 203-221°F(95-105 0). Using a Pump Curve A pump curve helps you determine the best pump for your system.Pump curves show the relationship between flow and pressure(total dynamic head or"TDH®),providing a graphical representation of a pump's optimal performance range.Pumps perform best at their nominal flow rate.These graphs show optimal pump operation ranges with a solid line and show flow rates outside of these ranges with a dashed line.For the most accurate pump specification,use Orenco's PumpSelect'software. Pump Curves 400 ' 500 1 , , I i — __! PF20 Series,60 Hz,0.5-1.5 hp •- r , a . PH0Series,60Hz,0.5-1.0hp -- ' -r ; f 1 __ 35 I — r ' .. 400 1 10 i 1 i I I 0 IPF2015— i i } _.. 350 ce •• ..Ti r--� I -I - -+- C 300 I r PF1007 I f - = PF2010�__.. _.�. 300 l r C 250.-.,..L__.=r--4:. I i- I I _. a EIT _-t1cis .�c, 4 I •E 150'IP I -1— I- 1 r 1 �, i i - I 100 - cz 50 I I i I l., 50 --I---� I ' I ' , I •ti 1 I I O ,� 0 2 4 6 8 10 12 14 16 18 0 5 10 15 20 25 30 35 40/� Flow in gallons per minute(gpm) w E(oROVED nggallons per minute (gpm) V E D JAN 2 3 2024 MASON COUNTY ENVIRONMENTAL HEALTH RET NTO-PU-PF-1 Orenco Systemsa•800-348-9843•+1 541-459-4449•www.orenco.com Rev.10 0 01/21 Page 3 of 4 Orenco Technical Data Sheet s S T F m S Universal Flow Inducer Applications General Orenco's Universal Flow Inducer houses any Orenco high-head efflu- To specify ties product,require the following: ent pump in applications where filtration is not necessary.The base • Class 125 4-in.(nominal)PVC pipe body rests on the bottom of the tank,and the mounting flange is epoxied • Injection-molded ABS mounting flange to a PVC riser.The flow inducer can be lengthened or shortened to fit any tank.The tee,which holds the mounting flange and float assembly • Injection-molded holster for float tree bracket,slides to any position along the flow inducer.A float assembly • Ability to accommodate flows as great as 65 gpm(41 Usec) (ordered separately)snaps into the bracket.Applications include: • Pump tanks Standard Model • Disinfection systems UFI-4 • Effluent reuse systems A p p R 4 V E D • Cisterns JAN 23 2024 Materials of Construction ON COUNTY ENVIRONMENTAL HEAL '''inducer Class 125 PVC RET ounting flange Injection-molded ABS Base Fiberglass-reinforced polyester Specifications Sliding tee Dimensions Mounting flange Float assembly Flow inducer diameter 4"nominal (fits 3-in.pipe) bracket Height 72"(1828 mm) (can be lengthened or shortened) Shipping weight 13 lb(5.9 kg) Float assembly(ordered separately) Mounting bracket epoxied Discharge assembly to PVC riser 4-in.flow inducer • Float assembly • • 1 3/8-in.(35-mm) High-head— • inlet holes pump Fiberglass base 'Typical installation in calcrata pump tank.Use screaa to secure mounting bracket to riser a.tiae epav uure3. Orenco Systems Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA•800-348-9843•541-459-4449•www.orenco.com M1aUF1-1 Rey.2.0,O 03/17 Pagel of 1 Submittal Discharge Assemblies Data Sheet cILStemS 1-800-348-984 Applications General Discharge Assemblies include all of the necessary plumbing(pipe, Orenco Discharge(Hose&Valve)Assemblies are corrosion fittings,etc.l to convey effluent from a pump to the outside of a resistant and adjustable for a proper fit The flexible hose damp- riser or pump basin. ens vibration from the pump and allows for easy installation. All parts are either solvent welded or threaded and sealed with teflon paste. .:.--it ---- union __ "Low head style°discharge assemblies are designed for use 4 tla?miiih '- with common effluent pumps;"high head style"discharge .� assemblies are designed for use with submersible turbine efflu- _ ball valve 1 ■1r- ` f , entpumps. 1l1//A8� W/idPprsla C �i /2Jt �i'��X flexihose Standard Standard Models Are P ressu:t. i ;e; check valve HV100,HV125,HV150,HV200. home- f l o� _wit 80 Nomenclature R � .mow 1 discharge Hv �l�-�) Ic. TJ stem I Indicates stein length(inches): 4,5* 6*,8*,9*,l0*, 11, 12*, 14*, 15*, 16*,17, 18*, 19* 20,21*,22*, 23,26,29,32,35,38,41,47 *15"sand filler basin only • -� i/8"bypass Indicates HV configuration: is _ orifice Blank=field cut(high-head style) 11=high-head style pump High Head Low Head V0./V L I,=low-head style pump DB=drain back(always field cut) s Pro,' 15SF= 15"sand filter basin '` Indicates options: ?1 ` B=ball valve heck valve ~ `��`` '3l;'i N. FC=flow controller . 't>:; AS_anti-siphon Nil N%ti� Indicates discharge diame r(''nches): I00= I" P 125 1-1/4„ COW/PR /ED 150= 1-I/2" �/ 200=r' JAN Pumpdischarge assembl 23 2024 s yMASONCOUNryENV1 ���;�- HVcw [En KIT RET RENTAL HEALTH Indicates kit 1/8"drain hole Indicates discharge diameter(inches): 100= 1" 125= 1-1/4" 150= 1-1/2" 200=2" Indicates cold weather application Pump discharge assembly m 0 NM-RV-RV-1 Rev.32.0 7/00 Cold Weather Drainback Page 1 of Discharge Assemblies (continued) Component& Sizes Material(s)of Product Code Adder Available(in.) Construction General Specifications Anti-Siphon Valve 1,125,1.5,2 Sch.40 PVC Working Pressure=150 psi @ 73'F AS Bail Valves 1,1.25,1,5,2 Sch.40 PVC Working Pressure=150 psi 073°F B ---- — Check Valve 1,125,1.5,2 --ac ri$'PVC' ��1►/Working Pressure=150 psi @73°F. C 5f Its'ALQ.3S Stec( T7O y1 .- Flexibie Hose 1,125,1.5,2 PVC Length varies with system configuration. (standard) Thickness&Limiting Pressures @ 73'F: Size Wall thk. Working Bursting 1" .11" 100psi 355psi 1 1/4" .13" 80 psi 285 psi 1 1/2" .13" 70 psi 270 psi 2" .16" 64 psi 230 psi ® External Flex Hose 01.25,1.5,2 PVC s X -At '` rGSsru ja) High-Pressure Rex Hose 01.25,1.5,2 Specially compounded Length varies with system configuration t� PR erastomer,synthetic, Thickness&limiting Pressures @ 73°F. high tensile textile cord Size Wall thk. Working Bursting ft 1" .235" 250 psi Nu QestAskbbe.e, AtSe 1 1I4" 24" 200 psi N/A W Sc k Se -e'ffisb s 1 1/2" 24" 150 psi N/A ` 2" .22" 150 psi N/A Flow Control Disk 1.25,1.5,2 Sch.80 PVC Disk thickness=1/8" FC gssc before. 7As-iEtiet frog Gate Valve 1,125,1.5,2 Sch.80 PVC Working Pressure 150 psi©73°F G Opi Pipe&All Fittings 0125,1.5,2 - Sck-48-PC- Lengths of pipe vary with system config- (standard) Sr...1 80 uration. All components are either solvent welded or threaded and sealed with tefion paste Unions 1,125,1.5,2 Sch.80 PVC Working Pressure=150 psi @ 73°F (standard) D JAN 23 2024 MASON CGUNTY ENVIRONMENTAL HEALTH RET 0 NS U-HV-HV-7 Rev.32©7/00 Page 2 of 2 iq)-61f-Z.61-' MODEL 100MSS . 1" NPT SEE NOTE ---7_,,,_,,---- - -_O MODE Q e �.r 2 7/8 C O E won Q �. r ED MASON p poN AN 23 2024 FtiV1R00ENTAL NOTE: 1 1 1/16" or 1 3/4" O.D. 1 1/4" NPT REt HEALTH *Labels are printed with a lead free ink. **Quality Assurance label not pictured. FOR REFERENCE USE ONLY, SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE ITEM QTY. DESCRIPTION MATERIAL ASTM 1 1 BODY STAINLESS STEEL 303 2 1 SCREW STAINLESS STEEL 18-8 3 1 DOME w/ FLO—FIN DELRIN --- 4 1 DISC BUNA-N --- , 5 1 SPRING STAINLESS STEEL 302 6 1 FOLLOWER / GUIDE DELRIN --- 7 1 IDENTIFICATION LABEL LAMINATED VINYL* --- 8 1 QUALITY ASSURANCE LABEL** LAMINATED VINYL* --- FLOWA77C CORPORATION GLENS FALLS N.Y. 1280 1 FLOOAATICPX 51187f- DATE: 5/24/94 DWG. NO.: S4221 SS REV.: C lctsiZ4- -ad wvm + S1N : S: oxyqso tee) :XV4 999t199 (09£) 3NOMd 1478t1 40996 VM'CNfO2(E)31111f8160£X02'Q'd LiSeil 009 :)g Q it as 'Oo M oN1 133NIeN3 >3: A. i t41010t4 C it - • h -f p0 a j s Ir i v ..c. 10 3zih• u�E Z �C ?s <>a u �r Y < ;et$SS 1 5 l, i-tcarx k i s A \ 2t e • • C 1 J • Sr Wyd5. It hhyt_ O IHUPJI I 1 t tI • 5 Di 8ey�/ s'<x+yR`�' .i: ' il I. i -'4c-7- af-J • ----1,- QA , ql � � : N4_14 1,. • 1 dt r Q . APPROVED JAN 23 2024 l d § . MASON COUNTY ENVIRONMENTAL HEALTH 1.J ° > ; k N • REf- >3r� � S O .�iKS.:jIN goE c s2 Vili i Ky. iaLuc yy I � tillcopv- p lc tat d z O lb • < liuitilJit rr I`" / � jAge g � b =a \ / a ty� •. . ' 'ov a. >!7z� s Z y > ' i tn•IF$ uf: E Sr-2- Lm vspr-tt:1 ounl POR-Asu+roH�1 I 4 36'IMAX. 1•PVC(Tn) -\ 1. 'p . y.a.tsw .. I 4' 771 I " 1..a. i 1 7 TEE i : -p , I I '� 1-PVC LINE 2 PVC GS II i TRASH ofAMdER Dl6E.'.TH2 CtlAil R Dil OPHtATlr6 CAPAQrrY M Ci 1f.LCKSossyr me CAPACrrY:42:04u.CKS R000 GMAClTY:MO QAtJ.,ONS i FLOOD CAPAGi r:A94 GILLLONS(t�' I i ALll G41 l 1 1 sr 53' 1 . C i r e .. s . t•X 1R• i I P u o 'TEE A " PR t . ; OV,: D F� J i JAN 23 101q 1r MASONCOUNIYEh'V1RGh' 1 r ME ' //�j 1srAP6i - ` '. STONE,PREE MA;1VESOIL OR COMPACTED SAND VISTAl1.ATIOR QeSTRUCROMS OYER stvscr Sm. 1)6aeavole talk hole with ver6rat walls to 1 foot larger than an 91 sifts. 2)if bodom pof Mae lc. is stony,install.of corripac sand 8 level ,+ 7 2' 4. 3)Instal lank in Center of hole.k ePing 1 f t void slsce o;, r—— ————-- -—— al hides. i 24-poseRs(irt-F, 2t-BL01l44t 4)As tank is t9Fe7g*et water,}Ill in void space wirf,compactgrarsier(ssardy)soli free of large dumps of day. Saocx 5)Mel system,b risers to adapters with1wthrproafa wd wive. ei 15e ! i1 i6)Perform emrrtprtnees test id as reguvod=7 Loral d (L) % 4*-S' 1 (---_---- �2.}fit I `7)WW1wontto bodd�I, beddW with rraltve 1 i 1j ; 'CI Sods over fop citric ! TRASH CHAMBER 11 PrIgTEB :I_ 8)Arai grade the=slam toavoid d eirir>5 surface L 11 J + maw-toward tank —— ----sc =2ae. ,,. ,it. :::: AEROBIC TREATMENT TANK DETAIL FOR ,- _ NuWATER BNR-500 TREATMENT.UNIT !mat 4. + ENVIRO-FLO, INC. .-. . 3/01/92 . . Ili Wsde+rster Tiardrnent Technologies • �moro -: P.O.BOX 321161,Rcwood,MS 39232 (877)836-a476 (601)845-4716 fax I"= 1.4 ft -7-t ef L4- . •,.... .. ., 4& Nikumfate . • V ' } I et- °--.4's 11 -� ‘11.- r%In- n \ , IIIIIP s, .. tro ki di I-- dike 411414" 411, NNIL.::IP' 41/ or dro VI Clil 121 tt if Ilgr: do O. 1� �t- u 4:1 EE1 111(111CiV A J 4:0'� �� - � ..' <:111%. . ie IT `� ir WI op ..41, I ,o/ 4° I ID VE'D. MAspN I COa : ft ` yENV1Rp El YENTAR .; •4TH I PARTS UST NuWater NR Assembly Diagram I H A DUAL PORT AERATOR M.POLY DIFFUSER BAR c2) III B.38"RLS8ER 90'W MAWS W N.1'PVC(31 it SEC'S 3ON C.318'BARBED ADAPTOR X 1/2"NM"G4 O.1-SUP CAP (i + iji\4) D 1?SLIP X VT NFT ADAFrOR P.VS CLEAR PVC MOSE(OPTIOML S) £ 1"STRUT X 1?liar BUSHING(3) Q.12"PVC PIPE(BY U STALLER) 111 F 12'90'ELBOW(3) A"PVC PIPE(SY INSTALLE) , G.r X r X t?TEE S.T PVC PIPE(BY RQSTAU. %Itfir, N 1'90'ELBOW(31 T.VS BARBED ADAPTOR To t 144 laps(2) I T X T'BUSHING U.t 'STREET X TK'NTi SiJsrttt'IG(2) 11 4 r.SVi1TARY YEE v.vr PVC COUPLER R) K.9"PVC CROSS W.T COUPLER(BY INSTALL L.r COUPLER(BY INSTALLER) Revised 2/25/12 A ROB .LJ MAS BAN �N 23 COUNTyE 2024 • RE7IY ONMENIAZ HEALT H • SECURED LID WITH GAS TIGHT SEAL THREADED UNION 24'DIAMETER ACCESS RISER SERVICE FpRSH � -- VALVE• II • �. ill fa- MOM sync rl '�] - To DRAT ELD • .TANK \ J_ ! \\ EMERGENCY STORAGE • • ANTH WHO* rit NIGH WATER ALARM LEVEL --•-.--* VALVE• NORMAL TIMER OFF LEVEL• WORKING VOLUME �-:1► • -I FMOUNTING FLOAT SEDIMENT • — �`� CHECK VALVE• r 18" • SEDIMENTS f.f11.11 SSE . CENTRIFUGAL RUMP PUMP CHAMBER LTYPNC'-ALi . AS NEEDED Septic Tanks must meet standards required by WAC chapter 246-272C and manufacturer must be on Dept of Health list of registered sewage tanks. FIGURE 2:. A-iX)W il[Publication#337-022 • Page 35 of 65 • 7 A'44 CLvcauw Septic Desigtvs t NuWater BNR Pretreatment 'feit -• INSTALLATION& MAINTENANCE A ��' S10�3a9 ,'�iQ"�' PAULA JOY JOHNSON Subsurface Drip Distribution Systems liC i tittgiGNtW" EXPIRES 1 / 1. Install subsurface drip tubing level with contour of the ground. 2. Install drainfield during dry weather and soil conditions; any soil smearing must be eliminated by hand raking. 3. Install audio/visual high-water level alarm. Redundant off switch not required. 4. Install vacuum relief valve on both the supply and return header manifolds. These must be installed at the high point in the distribution field and include a gravel sump. 5. Supply and return header manifolds and feeder lines should be installed at a higher elevation than drip tubing, or an earth damn should be created to prevent drainback. 6. Tanks must have risers to the surface as required by Mason County to ensure easy access for future operation and maintenance. 7. Supply and Return Header Manifolds, Headworks and vacuum relief valves must be in boxes accessible from the surface for future operation and maintenance. 8. Ensure 6"minimum cover over the drip irrigation tubing. 9. Install return line from headworks back into the pump chamber. 10. Encase all water lines within 10' of drainfield and under any driveway/parking areas. 11. Divert all storm water runoff and house downspouts away from on-site sewage system. 12.No curtain drains allowed within 10' of the up-slope edge or 30' of the down-slope edge of the drainfield and reserve area. 13.No vehicular traffic over drainfield area. 14. Inspect floats, clean filters, and test high water level alarm every 6-12 months as needed. 15. All materials and workmanship must meet County and State regulations. 16. Deviation from this design without prior approval from the Designer and Mason County Environmental Health Department will make this design null and void. 17.All manhole lids and access, sampling or inspection ports must have locking covers and be located at ground level. 18. All transport lines under driveways or parking areas must be encased to prevent crushing. 19. Homeowner is responsible for all property lines. 20. The preferable cover planting for subsurface drip is turf or grass. The homeowner should ensure no roto-tilling or digging in the area of the drip field to prevent damage to the drip tubing. Also, invasive plant species should not be allowed. 21.Note to installer: The voltage of the NuWater Panel is to match the voltage of the pump. 22. Please Note: When you begin using your septic system, contact your septic installer to discuss setting up a schedule for your required Operation&Maintenance on your NuWater pretreatment system. APPROVED J 2 3 2024 MASON COUNTYAN ENVIRONMENTAL HEALTH RET zit 06