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HomeMy WebLinkAboutSWG2024-00056 - SWG Application / Design - 2/14/2024 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 SHELTON:360-427-9670,EXT 400 141 , w, BELFAIR:360-275-4467,EXT 400 P Public Health & Human Services ELMA:360-482-5269,EXT 400 r e- FAX:360-427-7787 On-Site Sewage System Permit: SWG2024-00056 APPLICANT AB Fine Homes Phone: 360.898.0055 Address: 871 EAST BEACH DR UNION, WA 98592 OWNER ALDERBROOK PROPERTIES LLC Phone: 360-898-1619 Address: 871 EAST BEACH DR UNION, WA 98592 SEPTIC DESIGNER PAULA JOHNSON* Phone: 360-898-2255 Address: 171 E VUECREST DRIVE UNION, WA 98592 Site Address: 540 E Michelle Dr Primary Parcel Number: 321045600068 Permit Description: New SFR-3BR Nuwater+ Subsurface Drip Permit Submitted Date: 02/14/2024 Permit Issued Date: 03/07/2024 Issued By: Jeff Wilmoth Current Permit Fees Paid: $540.00 (additional fees may be required upon installation of system). Permit Expiration Date: 03/07/2027 (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. OFFICIAL USE ONLY- DAIS RECEIVED: ^ I 1 _ �4 MASON COUNTY v) Co COMMUNITY SERVICES °I E I�L5 . _ RECEIVE Y. , 0 m Public Health(Community Health/Environmental Health) ��. — /'� 415 N,5thStreet-SOovn,W1I6S84 cKt.400 SWG �` '5e o / g,_ 2 415 N.Sth Street-Sheht»,WA rkti84 1L. 1`\J J\�(/.J� 0 z ui ON-SITE SEWAGE SYSTEM APPLICATION > > n Po m n PHCNF rn AB Fine Homes (360) 898-0055 D z iz c MAILING ADDRESS-STREET.CITY,STATE,ZIP CODE CD 3 871 East Beach Dr Union WA 98592 Cr SITE ADDRESS-STREET CITY.ZIP CODE C) 540 E Michelle Dr Union WA 98592 nx CA) NAME OF DESIGNER PHONE M I N Arrow Septic Designs, Inc (360) 898-2255 _ X-< -- -NAME OF INSTALLER PHONE 0 Hanson Excavating (360) 239-6792 co Io PERMIT1I TYPE(select one) DRINKING WATER SOURCE t RESIDENTIAL OSS COMMUNITY OSS IR COMMERCIAL OSS El PRIVATE INDIVIDUAL WELL El PRIVATE TWO-PARTY WELL Z i I TYPE OF WORK(select one) 7 PUBLIC WATER SYSTEM 1 fiE NEW CONSTRUCTION IUPGRADES EREPAIRIREPLACEMENT OTHER DETAILS(select ail Met appMI 0TABLEIXREPAIR I Ul SUBMITTALS 0 SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE c,IDESIGN FORM(REQUIRED) if SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE CO I li eilWAIVER(S)(IF APPLICABLE) 3 BR .49 acres o ' O SITE AND SITE CONDITIONS' en. DIRECTIONS Northcliff Rd hilland T ( locked gate) Goup (R) at the traffic light onto E Brockdale Rd. Continue on E I I o Go McReavy Rd. Turn right onto E Manzanita Dr., turn (R) onto E Vine Maple Ln, take 1st (R) o I o onto E Michelle Dr, Turn (R) onto E Nancy Dr, Turn (R) back onto E Michelle Dr, -+ Destination on (R) at end of cul-de-sac. Yellow sign: "AB Fine Homes - 540 E Michelle Dr" I rn SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I OFFICIAL USE ONLY BELOW THIS LINE UPGRADE!FAILURE SOURCE(for reportmy purposes) [�� "V El VOLUNTARY 0 MAINTENANCE/PUMPING ❑BUILDING PERMIT 0 HOME SALE 0 COMPLAINT 0 OTHER: / e J INSPECTOR SOIL LOGS COMMENTS/CONDITIONS l R O FCFyV�O •210/19—.3 g , e �- FF:) _ 2624 Ct • By— , �� RECORD DRAWING AND INSTALLATION REPORT SOIL CODES: REO ED FOR FINAL APPROVAL. V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS SPE TOR SIG DATE APPLIC A ATION EXPIRATION DATE A LI T ON A PR V�D!��ISSUED /BBYY\ DATE URE �- Y' a2u � - �� I 3T FkiJk60\--2 AY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12/7/2015 • • DESIGN FORM—PAGE ONE Assessor's Parcel Number: 3 2 1 0 4 — 5 6 — 0 0 0 6 8 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,includins 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 paper size: 11' l 1 '" . PARCEL roorrWIcATIO)l �/h)...,t„��!)O 5(Q Designer's Name: Arrow Septic Designs,Inc Permit Number: SVVG. U " (360)898-2255 AB Fine Homes Designer's Phone Number: — Applicant's Name: _ — 171 E Vueerest Dr Mailing Address: 871 E Beach Dr Designer's Address: ---- Union, WA 98592 Union, WA 98592 City State Zip City State • Zip s DESIGN PARAMETER`-" Treatment Device ❑Glendon Biofilter 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter.Type:500 Gal Pre-Trash Tank C�Aerobiclnit Make/ModelNuWater BNR-500 ❑ Disintection Unit Make/Model Other:_5__.______ Drainfield Type ❑Gravity lif Pressure 0 Trench 0 Bed aft Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 3 Schedule/Class Netafim Drip Daily Flow:Operating Capacity 270 gpd Length 28.5 x 4=114 ft Daily Flow: Design Flow 360 gpd Diameter .66 in Septic Tank Capacity NuWater BNR-500 gal ' Number 4 Receiving Soil Type(I-b) 4 Separation 1.5 ft Receiving Soil Appl.Rate .6 =pdift2 Orifices Required Primary Area 675 ft2 Total Number of Orifices 456 Designed Primary Area 684 ft` Diameter .42 gal/hr emitter in Designed Reserve Area 900 ft2 Spacing 12 in Trench/Bed Width - ft Manifold Trench/Bed Length 456 ft Schedule/Class 40 Elevation Measurements Length header ff. Original Drainfield Area Slope 5 % Diameter 1 in New Slope.If Altered 5 % Preferred manifold configuration used? CiiYes 0 No Depth of Excavation Up-slope 6 in Transport Pipe from Original Grade Down-slope 6 in Schedule/Class 40 • Designed Vertical Separation 13+ in Length 130 ft Gravelless Chambers Required? 0 Yes Ft No 0 Optional Diameter 1 in Pump Required? Ii5 Yes 0 No Dosing and Pump Chamber Pump/Siphon Specifications N umber of doses•'day 12 30 gal Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity 1,000 gal Orifice 15 ft Chamber Capacity Uppermost Orifice Iff Higher 0 Lower than Pump Shutoff Pump controls:Please check those required. Timer GiElapse Meter l,�Event Counter Capacity @Total Pressure Head 9.6 gpn' 1.84 hr Calculated Total Pressure Head 148.7 RpltpitR. 9.4 min on ,Pump off Comments °If E . MAR 0 l 2024 .!= MASON COUNTv " .' ENUIRo NTAL HEALTH 4-0 JBW DESIGN FORM—PAGE TWO Assessor's Parcel Number:3 2 1 . 0 4 — 5 6 -- 0 0 0 6 8 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch lit Test hole locations 6d Drainfield orientation and layout Reference depth from original grade: g Soil logs g Trench/bed dimensions and lif Septic tank 0 Propertylines critical distances within layout l ' Drainfield cover ❑ Existing and proposed wells g D-Box/Valve box locations Reference depth from original grade within 100 ft of property g 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 6t( Clean-out location 0 Curtain drain collector curtain drain and all absorption g Manifold placement 0 Sand augmentation components g Orifice placement Other cross-section detail: lig Location and dimension of 0 Observation ports/clean-outs primary system and reserve area g Lateral placement with distance to edge of bed Other Information Pi Buildings Q1 Audible/visu :�.rm referenced Yes No Direction of slope indicator Scale of dr - [.I 0 Design staked out _ .wn on scale gWaterlines bar 0 gRecorded Notices attached 6d Roads,easements,driveways, ^• '4 0 g Waiver(s)attached parking ,� • 'NU, l ' ❑ Pump curve attached Eg North arrow and scale drawing ', , f �� •.u,�t•; 0 l 'Evaluation of failure shown on scale bar ` y� .��:!' 5100349 ;t�`J Non-residential justification PAULA JOY JOHNSON ' 0 Ell Waste strength 'L•1'C nib •. NE' * 0 51 Flow — DESIGN APPROVAL The undersigned designer must be di ied by installer at time of installation fii Yes 0 No i I 2,-A e-t,q Signature of signer 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 o ite egulations: L,I (,v141 3-7 -2-'( Env'•o► al Health Specialist Date CAUTION: DESIGN APP VAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: V The design is stamped "Approved"by Mason County Public Health. i The Onsite Sewage Permit has not expired, the Permit Expiration Date is: Z -1 — % . V 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 1 { 11 ;ifF 4? !, 4=ke..5. 1 f > \,9- . I f L_---- I a f / ' N _I 1 4. N0420'45"E v S. 147.99' f ii <..\ lEA. 0, lir- , fit ) F n 7 V w T O ' 403'18'25'E 700.OW 1 r� it / Sb —..—.. , , 11. , 8 2 / \ \ )p p/ \It/ G H / \ \ 8 to sih �' ~� F 1 \\\ f \\ ,. z o •4,,, 4, ,, , GAN0 ) - \ lz,— 1 4 -e,,i ,, i.,... F? "Ik 4:4e'......,,,Q cb. j/ CO I Ai —"I : i‘,.\\,, , 1-,co I : , ,------ , --1--- g -„,.., ,,,,,lt. , , .. ... , ,,.. .(*L. 1 12 2 -5-:z t I4 o ry CP pp T' e li 1 C (ij L-. 1 1 ''4- • r 2qw 1. i m ) , 53 �' I* 'to � 1 g ill � 1 `4.. Z :I 4 ir' 'N z 1 hi - g, . x. .z il . e.- gi 411 Pa-c I il& 1 > o 1 `4 !A Vet V1 IFI -. o 4� glK 10 N v v v v i[ it A, Ai ?,R 1 • PPROA V iPla. 1 �g - g� MAR 0 7 2024sil e • s4 q q MAREAVAdNTI`Ch1b NMtNTAL HEALTH JBW ` - lcl S CAt-E 1 l" 7.20' PA RC � 32ro4 -SL- Eap6B �• ,� gyp, 540 E M 1 c H-E«E D fZ :2) E' UKto #,- 1 WA ` 05-ct2 • o Q= s-r 1-k0 LE °41® -\N `ocj 2.3"()\s �o kW / \ cr '3"" z8' 0,J15 io -t,Ill"" 3F3R- / trM,ous• NLi 4 tE)7*5 N.4 / fit...4, \ de- // V zg. ...A.0., ' C4 5J, 5LEEvE s100 9 A !-;S PAULA JOY JOHNSON 1- I N E LiCPNVti UMGNE'ft" \N N-N I N A NN r J Jo. SEPT\C/ �L `� � 2�� 1 �co M po_ / NEN1' -a L . P-r,f n ___ , Y• 7 CA 00 s9.R.. Vfa;�-Ft\e) 1 3 Qsok ,I 'N Reserve, I Kev: 5% Ol Alarm L Audio Visual ,__ � D R 02 Cleanout SL0Fr �� V 0 500 Gallon Pre-Trash Tank P� hi A 0 NuWater BNR-500 Pretreatment Tank p p , o V . 01,000 Gallon Pump Chamber 3 _ _ AR 0 7 2024 ' '" 0Subsurface Drip System Headworks hIASON COUNTY %, !ONMEN ^ O, L ;' `Th 'T 3 'Izs —c-- . Subsurface Drip System Calculations&Specifications AB Fine Homes Parcel#32104-56-00068 540 E Michelle Dr Union,WA 98592 Number of Bedrooms 3.00 Length of Supply Lines Operating Flow 270.00 From Header(loop system) Design Flow 360.00 lat# ft. Soil Type 4.00 1 supply 2 Soil Ap. Rate 0.60 2 supply 10 Required Square Footage 675.00 3 supply 18 Designed Square Footage 684.00 4 supply 26 Lateral Length (looped) 114.00 ft. Number of Laterals (looped) 4.00 ea Dripline Spacing 1.50 ft. 1 return 10 Emitter Spacing 1.00 ft. 2 return 18 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. Lat total 144 Header 6 Transport 130 Emitter Flow Rate 0.42 gal/hr each emitter Return 130 Design Flow Rate (#emitters x .42) 191.52 gal/hr. Total 410 Flow Rate (gal/hr/60 min) 3.19 gpm Minimum Doses/Day 12.00 /4.114 On Time(total per day) 112.78 min/day t On Time(per Dose) 9.40 min/dose „`6 ,,;� Off Time between doses 1.84 hours `'•,ti,• c �s ] .fr"• 4t. . o.. ` � �i4 0 i-.;.. l i-r 51C0349 ; :: .7e.- PAULA JOY JOHNSON.•::b2) exvt ii PPROVE MAR 0 7 2024 ‘'. MASON COUNTY ENVIRONMENTAL HEALTH A Jaw ct o n a' E 05'o'«4 u o m m o`oa mZ N U«• C L L C i f § .- Q 7 N ' < m o w .N f0 N M N N O ..'.-.-ON N 0.g °'O m a = O n 0 7 m E c « m G y m L c �. E o� __ caE ° E-° "� m c o f25 . 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MAR 0 ; 2024 ,t, MASON COUNTY ENVIRONMENTAL HEALTH (c l9 JBW Subsurface Drip Systems-Recommended Standards and Guidance Effective Date: July I,2007 Figure 4. Looped Drip Distribution Field with Supply and Return Manifolds DRAINFIELD SECTION NTS TYPICAL FL.USM PERT OR AIR VENT <SEE DETAIL SHEET 17) LUSH MEAGER$ CF..D NUUMER Or SUPPLY TO (SEE DETa2 S}fT. n) TOP OF SLOPE S PER FEEDER ' PLUSH RETURN $cpCR�IT 1i�j1i,i�i1 BOXES PLACE H„ APPROVED VALUE • )CAXR/W,NYCLD I _ I f - - _ _ - - _ - ME DETAIL SHEET 17) ___. - 1/2 PVC SIC 40 �+ 1y= - - � FEEDER LINES L2- PVC SMC. •0 • - •J • -� - -f lIr NEG1inH -Safe ORiAP4R • - - •LOOP ca.+ECTIoM IDES MSTH 0.61 GPM PRESSURE P LENGTH veRICS PER PLAN (SEE DCTAIL TM1S Sr•EE-) CO.IPEMMTINC EMITTERS (TYPICAL Mx UW) TRENCH EXLAYATIQN LOOPED DISTRIBUTION FIELD SALE, NTS MOTES: I) INSTALL DRIPPER LINES (AS CLOSE AS POSSIBLE) LEVEL WITH GRADE CONTOURS. 2) INSTALL BERNS OR SWELLS TO DIVERT STORM WATER RUN-OFF. APPROVE ! MAR 0 7 2024 M.ASGN COUNTY ENVIRONMENTAL. NrAI.' .�B `al DOH Publication#337-015 Page 37 of 52 I r ..,„, • , \_, -'f $,.� Ir „. „, 4 Filler • Flvry nag= I-17 GPM • £ MaXiiMaga WO fai Filedeagma c=tre 7rd8 sq.:a Aosrtzrgc 5.26Gine j Macias S$pa-is. ffiesisam Emma= 140 psi 8 Vis' actin=62Mvas 4831 aga • Vhdtis 9 5.he Ritaisg voinmc: B5S m.ia. 87fs' E ` bawcca and 'Mask 25 lir E � 31S sink Mums.b�cra u� I -Narabx 25fi35-7WC oaaavccivas: b 71"g" Irisb Sbra-Off Kd+K I lataloac5cr craxco= !'maE i Modd IV22:12bcc 25Ae 6-C 1 1 Model Naced= 25M7, 3 Netafim Tech Filter Charts. - J - t 3 Layers of -.- i!%�,�--••i-_- -- 1°Bali ..✓�. .' -,-'- � /• '�'�.. Filter Fa r Va #e rr !�— \`/' „.• i•%ii' i j� :c' %..J �-30 PSI Past Riser') e•/ J % '▪ J I .-31-.-. / `^ -- .' _Y - • . -...1'.�- ''' i•! �'7o Ta*�.. L. � � ♦ t Frain Fidel • Ix. 1 -� ✓J�.--t__,- - _•. I%ice/ _i/r, •. f r / J ✓iJ '-•/ /..J'y'�•f. ./.i,!▪'�,� /.s-5• �Water � '' �J''! .. J r- ..yJ r' \.`�'•l,'•-� - --'./ '-_ r ----. .f— • �i• i. I,..': -s'��'..'^•'i.:`, / - J / Jam` /• -:•— . %�/ i/ '/ /•f/� '- / • '•�• Ribbed fiber i i i HD Fowler Continuous Flush Headworks i I A .,.. The main components of the headwork's are: p p R 0 V ^` ; • I"Tech Filter ii,,,,,,4r '' i • Three pressure gauges MAR 0 7 202.4 MASON COUNTY ENVIRONMENTAL HEALTH JBW 3 Subsurface Drip Systems-Recommended Standards and Guidance Effective Date: July 1,2007 Figure 7. Air/Vacuum Relief Valve in Valve Box with Gravel Sump —1 MUSH GRACE j ------ r ROAD ---........ir VALVE BOX r441NOM AIR VACUUM ASLEF III \., GMArOT 9E CONPECTED LONER TQ"Pvc COUPLING;na1 THAN IIRPLNE LATsi LS. 11 ;a SCPL 80,.PRF I SUPPORTS — _� • • ••• I n.i� till j4%11 •• I I • PEA GRAVEL SIA� .. 1 M— I ., '•-•\ s,.. i ;) I PVC RANG AAp T TT?G - - I 24-Cle•kAedA,-. (:). 81-115'-'a- cv`"--A- "(24-9`'\'‘x. " , , 1•44A"- — C) -c-c APPROvER MAR 0 7 2024 '. - . MASON .,:,,,- COUNTY ENVIRONMENTAL HEAL T, JSW DOH Publication#337-015 Page 39 of 52 H D Fowler Company Continuous Flush Headwor Quality Performance, Long-Life and Reliable Onsite Effluent Control Applications: • Onsite wastewater drip dispersal systems • Reuse applications including municipally treated effluent designated for irrigation and other disinfected and non-disinfected water sources • In a treatment system such as and intermittent sand filter or mound system • Rainwater harvesting systems i£ • Greywater systems • Wherever effective removal of debris is 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 Features & Benefits: • Continuous forward flushing of dripperline keeps piping networks clear of debris • Ready-to-install fcr ease of installation • Comes standard in a 24"riser • Simply attach system piping to headworks • Can be used with demand or timed dosing • No electrical components to wire • Compact size fits in 24"riser • Centralized manual controls make flow setting easy • Manua!flow control of flushing velocity allows for infinite setting control • 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 ions 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 "I-Long'without replumbing • Water Meter: • Designed fcr reclaimed water for long life • Easy to read dial PPROVE x4.4,44 MAR 0 7 2024 ': MASON COUNTY ENVIRONMENTAL HEALTH JBW It ce€-M61 law Specifications: • Filter. • Mesh: 120 mesh (130 micron) • Filter Body and Cover Reinforced Polyamide • Disc Rings: Polypropylene • 0-Rings and Seals: Nitriie&EPDM • Clamps, Spring and Bolts: Stainless Steel • Temperature Range:-40°- 160°F (-40°-70°C) • Maximum Pressure: 140 psi (9.65 bar) • Meter. • 5/e"x 34"brass • Analog dial • Gauges: • 0-100 psi range (0-6.9 bar) • 2%", glycerin filled Wika pressure gauges • Flow Range:2-20 GPM (7.6-76 liters/minute) • Maximum Pressure: 60 psi (4.1 bar) • Length:24" (61 cm) • Width: 24" (61 cm) • Depth: 13" (33 cm) • Inlet/Outlet Pipe&Diameter: 1"Sch4C 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 Contiruous mush Headworks 2-20 GPM 0 r Corporate Headquarters 3440 S.E.30th Street Believe,WA 98005 Phone: (425)746-8400 Fax(425)641-8885 www.bdfowier.com APPROVE LIAR 0 7 2024 MASON COUNTY ENVIRONMENTAL HEALTH JBW << 06-19 Netafim Drip/Micro Irrigation Solutions Wastewater Division Bioline® Pressure Compensating Dripline Technical Specifications • Dripper flow rates: 0.4 0.6 or 0.9 GPH • Dripper spacings: 1, 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 • Bending radius: 7" • UV resistant • Tubing material: Linear low-density polyethylene EXPLODED VIEW OF BIOLNE DRIPPER Bottom View Top View Large inlet filtration area bottom of dripper) Dripper Outlet dripper) Physical barrier separattis where water leaves the dripper from Chemical-resistant where it leaves the tubing. molded silicon diaphragm Qripper's Top View tTop or dripper(turned overAPPROVE urboNet wide MAR 0 7 2024 flow path 4'010.1 ASONCOUNTY ENVIRONMENTAL HEALTH JBW `ttpJ/www.mete m usa.com/wastewater/product;ol:re-dri pperl,ne-tec 1/6 DRIPPER FLOW RATE VS. PRESSURE e•SS m0.9 GPI i 4. 2 0.6 — ` 0.5GPH LW ff Q 0.5 £ • i 1 - t. 11 0.4 G-4 GPH 0 03 i G l ' I 10 20 30 4.0 aft 5 PRESSURE 1,psi) Between 0 and 7 psi,the dripper functions as a turbulent low ernf`er,ensuring that the nominal design flow is not exceeded at system start-up. • Bioline Dripper Operation Bioline® dripline drippers are pressure compensating - delivering the water uniformly into the soil or further treatment or for reuse by the landscape. These unique drippers allow the tubing, to be install d on flat topography or steep slopes. Bioline drippers are protected against microbial slime. Each dripper is impregnated with an antimic obial agent to resist biological build-up. Netafim drippers are continuously self-cleaning during operation, not just at the beginning and end • f a cycle. The result is dependable, clog-free operation, year after year. APPROVE , ',,4 MAR 0 7 2024 ,' MASON COUNTY ENVIRONMENTAL REALTF JBW .'ttp//r✓ww.nez5mLsa.com/wastewate-/,r.cdu=toioi ne-dripper(ine-tech 216 13 ( c1 Multi-Stage Effluent Turbine Submersible Pumps FS- PUMP PERFORMANCE CURVE W PUMP PERFORMANCE CURVE l ILI la PUMP PERFORMANCE CURVE 27 GPM i= 10 GPM s 19 GPM 1 1/4"NPT DISCHARGE 1 U4 NPT DISCHARGE 1%"NPT DISCHARGE - 320 120- t I 1 11,7 HP-10 STAGE 112_ mo 1 HP-12 rSJAt 280 300 ea- 7111141116.111111- 89- %- 320- 72- 240 3/4 HP 280 I I tAGE 200 I7♦� =lila 66- 26o 9 280 S �' t2 If,BSTAGE I I �M.■ n 22, n- 26 56 fHP•75 GE 3e4- za i 4a n0 c 55, 1RNP•6 STAGE 3!4 FP i >r 0 40 112 HP =0 RI■ s 200- 6 STAGE • 1 3 I 'o 48- 160 `b !20 S STAGE W;\,■ 56- la0 114400 za 8 t 1 0Jo i 0 .RR I I F - 1I1 HP.4 STAGE 6- 1 43- 8 120 4 6 8 t0 2 14 16 to 5 116 t 20 30 100 GRINS UTERS f GALLONS 21- 80 I 0 8 '6 2A 3: 20 4 as 66 ROw PER MINUTE UTErZS 0 20 40 50 80 193 60 I 0154'3 FLOW PER MINUTE 015414 16- 1 40 8- 20 Part Number H P Vobege Phase Amps Stapes Heght I I I 2 5030-0005 12 115 1 12 0 6 2230- 1 cALLONs I 5 10 is 2b /s 30 � , 0. 5030-0006 12 230 1 6 0 6 M2' 0UTERS 24 de 60 tt0 1`00 1i0 140 503C-0037 12 115 1 :20 9 25-1/4" FLOW PER Nmil ' 54300008 1/2230 1 6.0 8 25-114' 01504E 5030-0009 34 230 1 80 12 29-15n6" T Pan cumr H P Vobe Phase Amps Stages Height PUMP PERFORMANCE CURVE 35 GPM d 503t 0005 12 115 t 120 5 21-15116' ✓--y)'-`. J ` 56 NPT DISCHARGE (' S(X310006 12 230 1 6 0 5 21-15;15 1 180- 7 I 1-1/2 FP•5 STAGE ( 1 1 43) 50.31-0007 34 230 1 9.0 7 25-1116' 160 5031-0(C8 1 230 1 9.8 9 28.1/8' ae- 1 i 140-1 HP•4 STAGE Part Number H P Voltage Phase Amps Stages Height 40- _ 5332-00C>5 12 115 1 120 4 213/16" $ 120 J I LL 5032-000LL 67 3 q 230 6 0 4 213;15 i 32- imp 3'4 HP-3 STAGE 1 B 0 6 24-3i16' c 1 1 N 0008 1 1 98 7 2a7r1� o �- 80 1OHF-2STAGE I I 5032-0009 1-1/2 233 1 13.1 10 303/16 60 1 I NOTE: 55&85 18- Part IWmber H P Voltage Phase Amps Sages Heigh I 2 5033-0005 12 115 1 120 2 16-70' GPM also available d0 d for engineered sys- a- 50a.0006 1.2 230 60 2 187.8' terns.See FM2091 70 I 5033-0007 3/4a) 1 80 3 20.1/4' and consult Zoeller 0 I 1 1 C' 5033-0008 I 230 1 98 4 21-9/16" Technical Service GALLONS 10 20 30 40 50 50330009 1a2 230 1 131 5 71-78 Deponent. u TERs 0 40 80 120 160 200 FLOW PER MINUTE 015 ALL ZOELLER ONSITE PRODUCTS MUST BE INSTALLED IN ACCORDANCE WITH PLUMBING AND HEALTH DEPARTMENT CODES. Distributed By: APPROVE : MAR 0 7 2024 ' ;�'° PU/1ilP !O, MASON COUNTY ENVIRONMENTAL HEALTH 1-800-928-PUMP J sw www.zoeIler.com 0 Copyright 2007 Zoeller Co.All rights reserved. i -3Md NWA3E71164 S1N 3}V'3S • sg9L-L$9 WC) -Xdd&991-1$9 MO ,3NOHd Tr 1,17141:1 0099 iM'ONflO D W1LL d8 L60£XOS'O•d • w • LiSeil 009 _Xa aaLiiiaQ O ON# ONI I33NION3 N3 Q 6r....:PI s-rl3o xoNA HO L L1£6!9 a 1,.. _,--, ,4 Wzi nO w Ly 4- t • • f30 5. y x ' • rY K'L3Y t,-e Gu;•r I .:" -'> , 3�rac�.' •z} I' pad i '•..7 ! a • V. :r)t-iA Iv* •, 1, .1.. r i it, bl a i < �ti, • IDS ;fig.,:.• a _n I,- €S$XV1 �+ i a X f a -; i:y?:ir I „....,!„..--401 H < S11 ,lKt ew • - { • O ws qu s►s OA \\ ' �'. ..... .. . • '--mac- _aN`hmiT'F T.L.iO r • E PPROVE � ` _ r: z 1 . .�3 as ` MAR 0 7 2024irt'* 4 ..i.q_ r- MASON COUNTY ENVIRONMENTAL HEALTH n r_ . yew Z>4 x mvi < • n -�— p .� ± 3S 1 ip ��aT ��* t k Z y- ibl#4. C: +3 1c- <ylrl>gI � : aaa��T�g'�,•'2 ac4n< _ N �. 3¢` r # .(yF�Lj� X 13'f ta: ,uYu it g sr ' V P. &" °� C a al ▪ a. Y Ec7 � IYzz' .1.4ig3�. i.= ..C7t'i { 5b'� �.t y1 � 11 'nil at • 1 ii t, 3�s,Yli - d r.:•-,V•Sxra-e• i�,, .erye agg k t, .ftca<< .i52. .27'. 'Sy < • a,, • 5-Ci/P ti • •.. A I ' 4-2* CAJAL 36 WFUATEERRT PHT LerI1 M C C7YP) PCSZTA:i:t.E RAT4O R SSM \ 'AM -1---- r 4 ' -f\ liEic. .., ARLINE _ - 4* I lirt I „co.. 1 II iL 1 6:- ..... , .,. , iLigi i 7 TEE i -,-•Pvc SL.:XxX I 1 -."4 • ir RETURN UNE I ! 2'PVC • TRASH CHAMBER DIGESTER CHAMBER CLARF69% : • OPERcue CoPACTTY:4f7 GALLZAtS II CAT 24 CAPACITY:421 GAListtS maim i I 1 rt000 cApAcn-f:490 CALLOW FLOOD CAPACTY:494 GALLOKS leg GALLANS191 Gol.1 er J sr . i I 1 . t 1 5f 1 ' 1 : 1 1 1 '1 sr • °. . ,,• 1 * • • * e •i• ' 1 TEE , , 1 1 • , • • i • I . 1 , I i • • .:. i I 1 1 i i ir ! I I I •°• -DS:RISER BAAS(Z . PAPALm.TO TANK WALL ., 1 , .1 • -21. r. -14- • a Trnr- Re-ruRN -I 1STORit 232Iff STONE-FREE NATPIE SOIL OR COMPACTED SAND I IHSTALLAI7OH StSTRUCTIONS cvsa sTONY SIM 1)Excavate talk be wit verfical wais t 1 foil ismer tan tank at all skies. 2)lf Wean of Nide is sterty,install 3-of commie send&level il` out with scrawl. .._,,,, 3)Install lank in center of hole.keePing 1 It vcid SPRM Cr' 11 7 ail sides. , 24'gas/acts! T'ilD) arer. .tew 1 4)As rank is firm Mal vaster,tiff in void space wdi corrioad i ImuS", ...:....7 1 grtritaar(sandy)soil free of large clumps af day_ Ei 11, (-1-: \ i! 1 8)Instal reit of SrMarri,&affix risers to agapters with •I I waterproof adhesive_ fI 7) 12 0 8) .1 I ' 4.-er Parkirra vaaarsisasness tis iri field ' to Ariadiptal. V • 1 i -RISER , i.Uwe approval to bacrdll, ,,i••- I1 sods vier to of tank. Mg= I lameffEd . 8)Final grade The szrbee 1c wok! .1 it MASON COUNTY ENVIRONMENTAL LitkilL:iro-, ;. ;1 i I ,! /mbar Sward tank P IM 0 7 2024 J • 73 TOP VTEW r.ze R IN AEROBIC TREATMENT TANK DETAIL FOP :i .-4 1,,,,4-.. -ii-_N NuWATER BNR-500 TREATMENT.UNIT .; ENVIRO-FL 0, INC. 1.# ...:. .... me Wastewater Treatment Technolosies ; _ 3/01/12 ...:*:::-.-.: **,•-xe..0 .:::,: s P.O.BOX 321161,Ficwood,MS 39232 . ---- * (877)836-8476 (601)845-4716 fax 1"= 1.4 ,onvizaktnat i 6 C961 ci . ' 1111111111 . ISIIIIP W. 4,°.*11:1 tAilli j!. .. 1 '� . .1'• -`f l n \-�! 11114 li ::..."Ail 1 ` 1.1 • ,i jii . t :� �I, fit ' it iY► r E: a* if.: te: CC:Allt: iil 41:r ....ilre . 111 1 411.11.._ -.1 AI I WO( 11. PARTS UST NuWater NR Assembly Diagram I I M A DUAL PORT AERATOR M.POLY D1FFi1Sc"Tt BAR Q1 B.& -MINER 90'w CLAMS(Z} N.1'PVC(S 1 r7 SE ) C.Xs"BARBED ADAPTOR X 12'N►PT Q, O.'-SLIP CAP fa D VT SUP X 12'NFT ADAPTOR P.tl8'CLEAR PVC HOSE(OP"+Ora;.Si 41 £ 1"STREET X/2'INPT SttSW,G(3) Q.tir PVC PIPS;sty INSTALLFat, 1117 ) F i1Z 90'ELBOW(3; R 1"PVC PIPE(BY ff(STALLER) , G.1-x x 12-TEE S.T PVC PIPS BY ENST+>LLS2) CD r. H 1-9r ELBOW(3) T.lIF 3A2sFD ALYi?TCR TO 1.4 NP;(2) 6; I.T X 1'SLISWMG J.la-S E rttt i X 114'Me SuSHT (21 ►.;* J t,SAIV[TARY TEE v.s2'PVC COUPLER R7 / `"' K.I PVC CROSS ZCOUPLER('3Y1 4R y R. L. (81'pJSTALLB2? w. MAR 0 7 2024 r, r 2/2-5/COUIJ1i tNVIKON,MENTAL HE/LT SECURED UD WITH GAS TIGHT SEAL u.DIAMETER �- U om A«IES8 RtSER SERVICE VALVE•_�_.._ PROW SEPTICJ�i fit _ TANK __ ' , L_"�TO ORAiHF�LD . ___\____I . • ENCY STORAGE HIGH WATER ALARM LEVEL • !� I ANTI!WHOOP VALVE• NORMAL THMER OFF LEVEL WORKING VOLUME : ppROVE li . - � FLOAraT� SEMEN: IWOUNTING D• — �`• FoR FLOAT CHECK VALVE• .. 7 IER Y='r.rt r u1: au LE MAR 0 12iM caasra�uoAL N COUNTY ENVIRONMENTAL HEALTH 'tom, J BW Dc�ui Septic Tanks must meet standards required by WAC chapter 246-272C and ASH EEDED manufacturer must be on Dept of Health list of registered sewage tanks. FIGURE 2 WA noH PA:bliestion#337-022 t a_ ` Page 35 of 65 II 9 7 41%.a vcata Septic 9)e4 igivs ;7 NuWater BNR Pretreatment • INSTALLATION & MAINTENANCE �� 5100349 :�,t Subsurface DripDistribution Systems PANSULA JOY JOHNSON Y 'L'tC�(S i 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. ,rt AMAR 02 2024MASON COUNTY ENVIRONMENL HEALTHP PROVE Jaw lad -1