Loading...
HomeMy WebLinkAboutSWG2024-00090 - SWG Application / Design - 3/7/2024 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 SHELTON:360-427-9670,EXT 400 F. . BELFAIR:360-275-4467,EXT 400 .. <� Public Health & Human Services ELMA:360-482-5269,EXT400 is wrr�a=`, FAX:360-427-7787 On-Site Sewage System Permit: SWG2024-00090 APPLICANT WHITE GARY Phone: 360-764-0598 Address: 5820 KINNEY RD SW OLYMPIA, WA 98512 OWNER WHITE GARY Phone: 360-764-0598 Address: 5820 KINNEY RD SW OLYMPIA, WA 98512 SEPTIC DESIGNER PAULA JOHNSON* Phone: 360-898-2255 Address: 171 E VUECREST DRIVE UNION, WA 98592 Site Address: 131 E Aycliffe Dr Primary Parcel Number: 321275000147 Permit Description: New SFR-3BR Nuwater+ Subsurface Drip Permit Submitted Date: 03/07/2024 Permit Issued Date: 03/22/2024 Issued By: Jeff Wilmoth Current Permit Fees Paid: $540.00 (additional fees may be required upon installation of system). Permit Expiration Date: 03/13/2027 (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-- — DATE RECEIVED: ^ `I MASON COUNTY _ cn D �' _ COMMUNITY SERVICES AMOUtRRECE eG _ RECEIVE o Cn - Public Health(Community Health/Environmental Health) 41S N.64h D.Street -400 or ettor, 7 9851SA.er,.1W S W G .G .; \ — CD O6� 0 o t15 N.6M Street-Shelton.WA 985&+ cn ON-SITE SEWAGE SYSTEM APPLICATION m n m APPLICANT Gary White (360)764-0598 z a�i c MAILING ADDRESS-STREET.CITY STATE ZIP CODE E 5820 Kinney Rd SW Olympia WA 98512 r m SITE ADDRESS-STREET CITY.ZIP CODE 131 E Aycliffe Dr Shelton WA 98584 CD 9 `)a NAME OF DESIGNER ..:".E - N Arrow Septic Designs { (360)898-2255 NAME OF INSTALLER NE 0 Mason County Excavating (360)490-3144 < i DRINKING NATEP,SOURCE - N PERMIT TYPE(SeWC,one) O i RESIDENTIAL OSS 1 1 COMMUNITY OSS L.]ICOMMERCIAL OSS L PRIVATE INDIVIDUAL WELL �PRIVATE TWC-PARTY WELL Z TYPE OF WORK!se ect one; 7 PUBLIC WATER SYSTEM fif NEW CONSTRUCTION;UPGRADES .REPAIR/REPLACEMENT OT-IER DETAILS(select all that aopi) 0 TABLE IX REPAIR - IU1 SUBMITTALS 0 SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE lir DESIGN FORM(REQUIRED) iT.SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE r 0 5WAIVER(S)(IF APPLICABLE) 3 BR .33 acres 0 i DIRECTIONS TO SITE AND SITE CONDITIONS'fe• locked gafe. Go out Hwy 3 and turn (L) onto E Mason Lake Rd. Turn (L) onto E Ballantrae Dr. Turn (R) I c) onto E Aycliffe Dr. Destination on (L). Access trail by mailbox#130. o I I -4, 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 I FAILURE SOURCE(for reporting purposes: 0 VOLUNTARY 0 MAINTENANCE/PUMPING 0 BUILDING PERMIT ❑HOME SALE 0 COMPLAINT 0 OTHER: INSPECTOR SOIL LOGS I COMMENTS/CONDITIONS JO 5t 1 1 2/ 2 Y i 1 It-i- RECORD DRAWNG AND INSTALLATION REPORT SOIL CODES: V=VE Y G=GRAVELLY S=SAND L=LOAM S.=SILT C=CLAY E=EXTREMELY R•ROOTS REQUIRED FOR FINAL APPROVAL IN E T SIGNATURE ATE I APPLICATION EXPIRATION DATE APPL TION APPROVED.'ISSUED BY DATE oit, 6ik 46 Li/0 t"4 T IS FORM MAY 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 2 7 - 5 0 - 0 0 1 4 7 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,includine all applicable items on checklist 'I 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"_V I ..:, PARCEL IDENTIFICATION Permit Number: SWG - Designer's Name: Arrow Septic Designs, Inc Gary White Designer's Phone Number: (360)898-22 55 Applicant's Name: 5820 Kinney Rd SW Designer's Address: 171 E Vuecrest Dr Mailing Address: —, _____— Olympia, WA 98512 Union, WA 98592 City State Zip City State Zip . DESIGN PARAMETERS Treatment Device ❑Glendon Biofilter 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter.Type: NuWater BNR-500 Other: 500 Gal Pre_Trash Tank gfAerobic Unit Make:Model 0 Disinfection Unit Mak.e/Model Drainfield Type ❑Gravity lif Pressure 0 Trench 0 Bed Eif 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 2pd Diameter .66 in Septic Tank Capacity NuWater BNR-500 gal -. Number 4 Receiving Soil Type(1-6) 4 Separation 1.5 ft Receiving Soil Appl. Rate .6 gpd/ft` Orifices Required Primary Area 675 tt2 Total Number of Orifices 456 Designed Primary Area 684 ft2 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 tt Original Drainfield Area Slope 5 % Diameter 1 in New Slope, If Altered 5 % Preferred manifold configuration used? l'Yes 0 No Depth of Excavation up-slope / 6-12 in Transport Pipe from Original Grade Down-slope 6-12 ; in Schedule/Class 40 Designed Vertical Separation 12=18+ in Length 50 ft Gravelless Chambers Required? 0 Yes id No Cl Optional Diameter 1 in Pump Required? 'Yes ❑ No Dosing and Pump Chamber Pump/Siphon Specifications Number of dosesrday 12 Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity 30 gal Orifice 15 ft Chamber Capacity 1,000 gal Uppermost Orifice g Higher ❑ Lower than Pump Shutoff Pump controls: Please check those required. Capacity @ Total Pressure Head 9.6 gpm StiTimer l 'Elapse Meter a Event Counter Calculated Total Pressure Head ""G: frn Of-Timer: Pump on 9.4 min ,Pump off 1.84 hr �� Comments MAR 112O24 ''t . p,�,-.;,a yJ'9'T"EKVIROJME TAL I CALTI t DESIGN FORM—PAGE TWO Assessor's Parcel Number: 3 2 1 2 7 — 5 0 -- 0 0 1 4 7 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch F6 Test hole locations 6d Drainfield orientation and layout Reference depth from original grade: g Soil logs g Trench/bed dimensions and l ' Septic tank Property lines critical distances within layout gDrainfield cover ❑ Existing and proposed wells 64 U-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 [if Laterals, trench/bed,top and surface water and critical areas 0 Observation port location bottom ❑ Location and orientation of Ed 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: Location and dimension of Lateral placement with distance 0 Observation ports/clean-outs primary system and reserve area to edge of bed Other Information Buildings ar g Audible/vie .ti arm referenced Yes No g Direction of slope indicator r f� ❑ Design staked out g Scale of d 07 • own on scale • Waterlines bar 1 ❑ l Recorded Notices attached FZI Roads,easements.driveways, os.,,, ..''t(j�, 0 [�Waiver(s)attached parking •� t .. �� g 0 Pump curve attached Q1 North arrow and scale drawing '' :51 �' '.d'q) 0 g Evaluation of failure shown on scale bar '• 5100349t Non-residential justification ‘6..4 . PG,AULAJOY0JOHNSON 0 l 'Waste strength EXPIRES 137 �'f 0 Cif Flow DESIGN APPROVAL The undersigned designer must be no ' ed by inst Ilex at time of installation g Yes 0 No 6-2+ 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-s' regulations: 0,ktr-S2 3 -.22—2 V Envir nm Health Specialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped "Approved" by Mason County Public Health. —/ 2J ,.� ✓ 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 II _ h - � -� � .-ma's s ts, Zi V,s4, I a• qk ''I 1 j 1` `,��;;, `s� � t 1 • ••.Nv; . • s c 'I. ' _ dr �Sj \ D - • i k. ....t v/Js•- P a 11 t. 1 S >aS.<> y ..I I r... tr.—.y t�i fj^ s ' . . •.[-� L, J': `t ..` O — ./Va.r • 4 31 • ` 1•'• z ; - L - 2 r.. "{, ter..• - Si. 0. S. q S , :i y ' �I W ON t I1: >s, g 4 YY✓: .�lr I z .S^ 1 F Z .1. —�--�.. ^B Y , ' ' 1� V y L‘L C .A- y � -' , ,> """ N Q _ Lv ,l-J � ;, ! .y: 1 tl boi.: 1 �y �1 • Y 4 o or 't• }:1 3 .' k '"It 0 '1' e w • 'r J,,..\P'' 1 i 4 CC v. • c Z`�'' 1 1 •�iE Z �f 1 h1 w 2 �; ..� w! •OFF-.-I¢ ,i fi t`SK• 1 f f til AY r .:�"L `' p ' Fq J, `, ' ' r if;;f' N iy • a Si%•.s a ,gyp /Y u 'y,� i,/'�� • at • 11 9 •f. y i +•K 51l{ �T r t, i • • w g, +�.'Z' `,• ` �'''^ , '-'' 4 ,•S'' 'n yr _.. 4 _.. • I . • L• 1 ..----" 4 ip, ••,, i f• . / • ig ..,,,,, '!... I ,, .k. . j •., .. • I i4 5 4' • I. . 1 90.2-t S CA \,. = ap, 0 ,.0 20 1:0 40 PLOT Pt..p.N CIAO V- k\TE CtpO s f~f� a9.5 X z4 PaR.0 EL-T 32.t11-S0'00Vg1_ restYvG *9—` t7ru;n f'.Gl4 \ clre,ck N ,, ......--- \ _—\ 4$1 21" qs1 4- roots to comeac.-t 5 '}' c •v, 30,, S 1 t roots , „.,,. ,. t N \•21 I:\ er 1.._A .......r, ,. , ., A '°''' ... PFPROVA, a %,, Ai, --.'' \....2i "`i, e-s. 11:e.--4:7"......1 ff?-_ _,•[-.:.r.Lrl's 1: , . ,.. ,,,,4 .,___...:::,.. ,,, ,0 00A: ,,,,,„ , ,. ..0 ® b 1 covNT yFN�/R 4Q4 ,.R o+° y��',,S.,, C -, Jew Mf Nr H q g 8 A. .--,—/er-.. . - \v... ,---- . ,....0 \ 1. T. '.. a 'tom tL )..-7 el• 5100349 N,1 S ``,►- �:02 PAULA JOY JOHNSON .-. Dr.NeiV4d""{) •ttCFtS> tiU 'i�ti� Q f 1 Key ' 0Audio-Visual Alarm PreI\ y , \ W11;:tek , \ 0 Cleanout , 33 4) Gallon Pre-Trash Tank uscsi \ ONuWater BNR-500 Pretreatment Tank SO O1,000 Gallon Pump Chamber - - E. NI Ci1 1 FF E `n Z — O6 Subsurface Drip System Headworks Y Subsurface Drip System Calculations& Specifications Gary White Parcel#32127-50-00147 131 E Aycliffe Dr Shelton,WA 98584 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 50 Emitter Flow Rate 0.42 gal/hr each emitter Return 50 Design Flow Rate(#emitters x .42) 191.52 gal/hr. Total 250 Flow Rate (gal/hr/60 min) 3.19 gpm Minimum Doses/Day 12.00 On Time(total per day) 112.78 min/day r�H . On Time(per Dose) 9.40 min/dose �. �3 Off Time between doses 1.84 hours os .A,,, r�; �h, y-r '4% 44_7��.'. 5100349 { N0 ' PAULA JOY JONNSUN ...A ���� 1 LICW9rti'O "iGN� f_ pPROVE . . MAR f z 2 . O f t MASON h �UNTYENVIRp , MENTAL H LTH jQW u a a C E u o °=c_g t a o o`o¢ E - m L a m r m'o E mZa 1 �i . 41,' N ' e ° N� a NCOn N,O_,pOQO ';'_ N6o :0C ,15 L. C r o- m d 0 Q e� M V7 t0 N.D(° fV f'f Ci N O N O N m' j 1.E= m- ° a c = m `Eom Lm c5.4Eo"- S E 0- mc , E8Eo vdm om m '—c� occ o-"mnam gip>i SEE, am1 co °- moa N m�A 0 cmn cZ ='�? SSS pa om.0.- 0- m m� o oaadm km9> g_on b u 9 Omoo x=a�==. o.° ocEanm3mE CO N ccaom « a.a.mmm § my nLL co6mmW 7,5Sm m > cN` 8cocg m >fLLLLLLO0Np .p cn,° qc2wo O R am m i0 omNo LLNm > e �• CcC aWum _ m 0 _ EmmGcLL mg m ZgE ' JL mvLL " v . oonom amAnac LLaa ` E4oto c :fit 2 ` � a m &c a mm`'wm mv o ° ° ° wcm can ( cao2 E8$ mm E00 u-� af- ce Ex 0a3 73 ail, $ a " OQl'gCn 'agmguccNy OEso a oEEEaE $E CN7p tc o 3 5n E ¢ai me4wmgzgELL° o v O m ° ° = m `2° '4 O - 7Q ` mo c 8LLn a ` LLc 3 g OE E Emm ° cp2g J rcE 0EEr § b n,Nry 6426c28 OE > _ '"Oc4., OZ m a EEEg �,oOcm = 6 oVC , mbE3m ; " • O C .nmm E Emc Zc n W Tc 1H C m Li'iZ6mp O r C 323 ag . N tla --rev= mgo I 7a Sm p15 U O5co O « - pZ rm Oy n r- .t mQ o nT 1w oa o 0,-5 EO m r _ � o o ao ° m p 7cvU c y t E $ „_ Jc!Ad (I;4 t, (0 CN cTN ° com r m dsa ° O - 73- m = g V8 To LLg¢ 2 o UnEL iccEc 0 O E O > cpiJK c OmCmL 1- � = � o b m'° 0 % ° Vc3T 3? QN E ., J c.) i° 0 m« Wm mv N ldnNramq ct ow E= m .2 c m O - m ° ° °!B O O O g uogaOm ; Cl) <a ' o c a o n« c v�y HHflU , .a I N n c.iaccca2 3.43 Ar w E CD c y JC�(pp= ¢ ^^,, 01 N O L O, O W 6 c g 1 G ' N ' < e .- ry O h y - O 3 N p 03�'cia o o > 4) L 2O ms' a C z-2 g c^V ci) . ass 2 o'- 0 O R n n m m c ' = =7:5 0 5 w U, • m = N `. C C o a o_ Q 0. a t,,, m c -0 Q o '' $ m s v g ¢ O a O K .r .4 .iS �j 0 n o b B �' n `� c=c G N •L - a 3 a L ¢ . LL c5 E c p 3 v c a i g n C „ mn° - O N 2 W 2 0 O .! p S. ° W „a LL c « i n e d o c E8vL ° O LL m :: N s m m x 6 m C o o c 5 ti N w w o w © m o d "- ro n o c L ° „ C_ IC u ry u m 0_ = 2 m o. '" '" O o m m F • - m E 8 g a ; 4 0 q v« u q O E m 0 0 .. a o' a E N N _ C P n M 0 . '- N = a �0 y°y ° 24m4'L W m Q W ° Q m C T m o E w Q o a m - C- N E n n_, E g° ' U n 2 .. L° o f 4• e 0 o - xm f : k$ o o m W c m c n n °am , „ Z W m O C 6L_ g 9~ C m 11111 i O m P = . am PR0 VE m 2 2 ome Z 9 E a ¢ m n o c w w HE aaa -°iiAUe.ES'O MAR r „,,APPROVE covNT'ENV/RN/wet.024 jaw L HEALTH 5gecl Subsurface Drip Looped Distribution Drainfield with Supply& Return Manifolds u. 5t-re't/ See �=�� •r- a c �.�w. tLQ-�re_� v c��.-C i— ZNV. , 76c-f d -`(`- - -54-- n \ . } g © . C, \1,j( -sc :-k-o \ ii ( ) T l ''' „,, ,.,..t.,is L , , 7,, 4 Loetug-A-9-*s' 2-8,S' x4 = 11 t?--,-*"' 4110 , ,,ii,1 • 2.2 i 5 1 5 ' - ? >,--pAgir Lam, S G z.L : t to r l...4tro 0 5 to IS zo Dmoa.-C-17-624K- l' ••re..41c-4tz-L_ ayy.....,z-1, A , E, 7 ----- s i- \ , ,S.4,,, , L1 M.4e,Q ,� y P P R 0 V E A � MAR L L L " 4 < = ~ 3 iOCUA JOYJOHNSON 4 rkittot ON=k_I MASON COUNTY ENVIRONMENTAL HEALTH - �' Notes: J B W • Install Dripper lines as level as possible across the contour grade • Divert all surface water away from the drainfield area • Air/Vacuum Relief Valves are to be installed at highest point in drainfieid 19 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 TYPICAL FLUSH Po co .IR VENT <SEE DETAIL SST 17) FLLISM nUaECR Of SVPTLT NEILDER WUCi•0.0 r� RETURN TEMP LINES TO (SEE DETA.a. Swf. 17) TOP OF SLOPE watts PER 'ZONE ERE`TIU` N PLAcE. !Wig OLDS n< APPROVED VALUE CRON 1 aoxES SUPPL T/ N _ - sLcoPL* <SCE DETAA SKEET 17) - �• - „ . + _ - 1 - . - ire PVC SIIC M',, _� _ - _ - - _FEEDER LINES L2' ad -o 1 - _ 1- Z • • - TD7N _ _ - 1 ��DE��THlS SNffET> in-wood Ifaire DRAPER ` ( �E TN VARIES PER PLAN--; coldPeNs DIES NARAntic< 0.61 rrois PRESSURE \\♦ (TYPNCAL EN><3<ZD► ) THEfCTI E7([AYAT ION I nOPE1D DISTRIBUTION FIE_D SCALE NTS NOTES: I) INSTALL DRIPPER LINES (AS CLOSE AS POSSIBLE) LEVEL WRH GRADE CONTOURS. 2) INSTALL BERMS OR SWELLS TO DIVERT STORY WATER RUN—OFF. APPROV MAR l , A04 C MgSp ; N COUNTYENVIR _.;.: ON'�FhT DOH Publication#337-015 LBW AC RAtgrii37 o€52 s • I (''..) it., 4,_______...... „ ,..„ ir , , •...... • tilt.T Swamp• LJ7C3ti1[ ra o N48aq.m� q . gyp 5•16GPM { ILL ._ - S.Bmia. irocalaepuaeea 1461•31 • • .` 8 Use oa6oe®es 6841 sq.io. = 9 '• defame: 26Smic. s 6s�ooacod WA& 5li Seem 26bc i -- •- dime V(soak 48omiim 27w+145.70DC Efossacelscones met coostedoso 67tst 1 Inn 7+loioadadimeass I•msE 1 >dideEl�TsIKe WA-Ma /foldNoolsco 7 OC t i f .1 Netaf m Tech Filter Charts. • • _ : .! t • - -• • ! • r j/;r-.;i/.•-i/%/ i - `•• !`.-/.r^�!/•'/ i i �/�i -= / .F s/'✓' /• •I•%' '-�.� r Yam-•/ •• •�r•//��.f/� 3 Layers f r 1•Ban' i;:-:/•,�- �-' f Fitter Fabric .0/`�`'� -J % Valve . — PSI -�,. / i ( 4j ; � • •• . •I .- -~ / �jToTardr♦ -� " .t From field • 1 i • .-rt` I ,• • • i!.- --- •---•�y�. „' „ � �•.---,,--.• •r•/-•�-f/- / -• 3/� for .- L / - � • • I7igFledT4 1 � !�• -• W /� �' -r' r'�..'y-�-i j' go .:CI IN'i all i o Field • -- `��i fC� � _ •-•P�.r�e,s,.e.�ure•'"/ '� -' r• /;,.ri.4 j % . ri �• ! '+r t r. '"i � \ � :' • • From Pump r/ / jiilk ....--•,- , '-..•- -- $ • —•----•----/ f ; i:jam' \--•-•` -- ,1 Tett! FiRe"`. _ ,..---./' --'i. . • I HD Fowler Continuous Flush Headworks J f ppThe main components of the headworks are: . ft O t,1j • I"Tech Filter M 4 MqRvp .` • Three pressure gauges A30N pAUNTY;N •1Q?y ;+ VIRpNM�N - Jehl WENT 3 Subsurface Drip Symms-Recommended Standards and Guidance Effective Date: July I,2007 i Figure 7. Air/Vacuum Relief Valve in Valve Box with Gravel Sump —t rROUND — f 1 YAWE BOX tuRnactroal RELIEF 71 WAYS caviar HE i fr PVC coupuNe cfyr) I i I > ASPI \, ___) I TWEE SACK -rs«es SUPPORTS —'I .�ai��"a.T:1, �,.;�-. ��� 1 __T.. ._ PVC PPVG Ale FrT G V-0-91f-WZN-0.__ 0-".. avtea 0."--6L. PQ-4\-•"•-fv"-- om. J CI) 4 PpR „4 MVE FNVIRO Jew MFNTAC Hr.., Qicrii DOH Publication#337-015 Page 39 of 52 e•-', H D Fowler Company Continuous Flush IHeadwor Quality Performance, Long-Life and Reliable Onsite Effluent Control Applications: • Onsite wastewater drip dispersal systems • Reuse applications including municipally t treated effluent designated for irrigation and other disinfected and non-disinfected water :- sources �� • in a treatment system such as an ' intermittent sand filter or mound system • Rainwater harvesting systems 4. • 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: I • Continuous forward flushing of dripperline keeps piping networks clear of debris • Ready-to-install for 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 • Manual 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 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 '1"Long'without replumbing • Water Meter. • . • Designed for reclaimed water for long life0 p t. , • Easy to read dial fiO v E )6,... {,MA� gSON CGu 1U2y'/ tNviRO45ENjetAL HE LT N Specifications: • Filter. • Mesh: 120 mesh (130 micron) • Filter Body and Cover: Reinforced Pclyamide • Disc Rings: Polypropylene • 0-Rings and Seals: Nitrite&2PDM • Clamps, Spring and Bolts: Stainless Steel 70°C) • Temperature Range:-40°-160°F • Maximum Pressure: 140 psi (9.65 bar) • Meter. • %"x 3/•brass • Analog dial • Gauges: • 0- 100 psi range (0-6.9 bar) • ZA", 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" 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 s— o-- - Corporate Headquarters 13440 S.F.30th Street Bellevue,WA 98005 Phone: (425)746-8400 Fax(425)641-8885 www.bdfowler.com 4 PpRok, . . S°N c N M QR 2 2,?4 E YFN�lR� � J hN1FNTgC tei eke tiEgcry Netaf m 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: Ell 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 BMOLINE DRIPPER Bottom View Top View Large inlet filtration area • bottom of dripper) Dripper Outlet 1 (top of dripper) i 1 ?hvsicai barrier separates *here water leaves the dripper from Chemical-resistant where it leaves the tubing. molded silicon o diaphraarn erippers Top View Top of dripper(turned over) T u,boNet wide PP flow pat' /7 0 lip • i dol. .,.k - , c�v r Y er ?htitivro zy .�,� Mpv ENtq, :Ity� ; ": Jlww .nete:use.com/wastewater/proc;;ct�lofolir�driwerfin�e-tech ry 1/6 DRIPPER FLOW RATE VS. PRESSURE 1.0 Ir "'11 0.9 IQ tiPH — 0.h KPH fi te 0. 11 0.4 0.4 GPr 53 0.3 i �a 20 30 s0 50 58 PRESSURE(psi) Between 0 and 7 psi,the dripper functions as a turbulent flow emitter,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 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. 4 P p RO Mq MAR eiviye <' R \:17 ON��F htipJMrww.. >:• a.muscom/wastewater/products/adine-dripperline-tech Jew NTgI y47 8 216 • Multi-Stage Effluent Turbine Submersible Pumps Z LL PUMP PER'OORMANCE CURVE W PUMP PERFORMANCE CURVE =I W �I- PUMP PERFORMANCE CURVE 19GPM + TDPM 1 114'NPTDISCHARGE GPM s 1 tk"NPTDISCHARGE 120- 42° I I I II1'/.'NPT DISCHARGE ae- 320 t 12 FP-10 STAGE 1 112- 3N HP-12 AGE 280 300 3W 1 HP.9 STAGE i Mg- 80-1 • i gg_ 260 96- TA 72 240 3!4 H? iiii hi,. 7 STAGE EC- 260 00 n- tnw•asrAGE00, 2� �-_�� n- 240 w n- 240• i I HP.75T GE • 3e4- 1 48 _ 70 0 c �` 8 3 ' S SAGE '■ g & 200- GM HP 49- 1E0 40 12(1 1/2 HP 6 STAGE 40 1]0 ' < �`�,■ t 56 leo I IIIII FD:<6 24 e0 3 4a- N. 6 ' 76 t 40 ■■� a o 140 - 40 1R HP.4STAGE aAs a L■■��I 120 • 0- 2 4 6 6 IC 1i 14 1E 1e 5 10 20 30 . GALLONS UTERS GALLONS 24 I E0 0 6 16 2.4 i 46 46 56 84 IiTERS I I I 1 FLOW PER MINUTE 0 20 40 60 80 100 60 015413 FLOW PER MINUTE 015414 16-1 40 - - e- 20 .- Part Number H P Vcsage Phase Amps Stages H i eight 1 r 2 5030-0005 12 115 1 120 6 2238' o It 15 ill 25 _ 35 40 a. GALLONS 50300006 12 ?30 1 6.0 6 223a UTERs 6 io 10 so ea foe too do 0 GO5030-0007 112 115 1 2.0 8 25-114' FLOW PER MINUTE T' 5030.0008 1/2 230 1 6 0 8 25-1/4' 015045 5030-0009 314 233 1 8.0 12 29.15/16' w Part Number H P Wage Phase amps stages .Hegtn PUMP PERFORMANCE CURVE 2 A 35 GPM 2 5031-0005 12 115 1 120 5 21-15/16' O-N"Q J &..'° 6_ ?NPT DISCHARGE 5031-0006 12 230 1 6 C 5 21.15116' ta0- 1-112 F:P-5 STAGE O 5031-0007 314 230 1 8 C 7 25.1/16' 48_ 160 I 5031.0008 1 230 I 9 6' 9 28.118' 140-1HP•4STAGE I Part Number H P Voltage Phase Amps Stages Height 40- i rinC;5 12 115 1 12.0 4 213116' 120 1 d5032-0006 112 230 1 6.0 4 213/16' i 32 100 3'4HP-3STAGE 0 5032-0007 3/4 230 1 8.0 6 24-3/16' o 1 N 5032-0008 1 230 1 9.8 7 26.7l16 o 24— eo 1n HP-2 STAGE i 5032-0009 1-12 230 1 13.1 10 303/16 1e- so Patl minter H P Voltage Phase Mips Sieges Reign NOTE: 55&85 GPM also available 40 2 50330005 12 115 1 120 2 18.718' for engineered 5 7S- "o- a- 50.rr0006 12 230 1 6.0 2 18-7E' terns.See FM2091 20 I 1 405033-0007 3/4 230 1 80 3 241k' and consult Zoeller O I I el �i3.0X8 1 ...i'0 1 9.8 4 21-gr� Technical Service �8 10 20 30 40 50 eo GALL503.30009 1.12 23C 1 131 5 . --718' Department. uTcRs 0 40 80 120 180 200 FLOW PERII4'NUT` 015044 ALL ZOELLER ONSITE PRODUCTS MUST BE INSTALL 4 RP itlyi pu BING AND HEALTH DEPARTMENT CODES. Distributed By: :;' .. M�ayc BAR Z z Zt1yC.:),.ONNT'ENVI li&X 'JB{l�/Mf NT/L I1EACT PL//ti/P TO. 1-800-928-P U M P www.zoeller.com n ©Copyright 2007 Zoeller Co.All rights reserved. • 1$Y?3ad NVM +_ SIN alvos' 699L-L99 (09£) =XV3 899L l89 t09£) 13NOHd 'N 23'C3 4Q986 Wit'ONf102d`J 3-u_L L60£K09'O'd yse.�l OQ� �.a o3�daa •ONIN l i 3�N 1 ON 3 � d ceowaaswim as 31ttQ q • --.716,:-` - ...;.at ' .6:3 4:::: ra • .1';'' .,4 j a-JJ G c: a§� 3 F .glq }� • =s$ < n a . • Q K 9 y f gg W x litn `{'ac t ZG0 't�i^,u =1s` �Cv-- uZ i. �� u� l 6 32.... 8 (, y ! �tZ� < / t1�th:t71:[701X, Yx' • • 111 Itr'SC i C V i I \ !a ` si. : a3s t t i- 1; `c1,-,i . o N tg st E5.; igalzZ , ,-►III • � a�1., 2 t6_5__ I ;.e ctik S it '..tX fr i V i s � \ E \ \ Yx !L.-�r-"-'S}C^ _p_.11: mac- !-N m 4 # ////// p T° �`4x / — '1 tit i i, Y MAR [ 12UZ3 k. i;-101g MASON COf1NTV ENVIRO `e g to NMENTgLHEgL`y xtsa1Y- „x r. li } � • t ,f1 ��j} 33Z 11 RI . iii*1 �T t \ L N � +� x? i S x5a�c g d il i p qii likil i 't,2 '-'8f42 : :Ii "-§"P:Altc, I 7 •tll � 3i.6=- I- 2 TRErt u 4-,tv i as Nis �y• � C'v�- •C .� _ Nam.. - Klicz lid t 1,5 e lq . I' T.2. x • '964TSS rfP) LA vEY7(typ) DUALPORTAERATOR- RISER i r"-----i-\-74'7 1,--4:-.77-7 + I • I 4• i I ` rca .rNG i 49- I �2, I 1'PVC SLUDGE i 2'PVC -4 j i R£ivmN UNE j j j ! lee 6 coo�ctrr an • cry I oaatnr>M cAon CALLOW CRER TrwG Gaancrrr:4 1 GALL:NS u o0o caoAarY Sao cv..ows DIGESTER CAPAGTY:494 GALLONS 1 CHAMBER I 180 GALLONS Sr ' i I I sr i J ( j T I O I I p i O e° ° 1'Xtrl I 1 I) i I . •I • F1 f I • .-! • f tr I �' • -Os:FUSER BARS PARALEL TO � i j a 1 :� p p % % ,ST71P6i _44, RETuRnt R r. 0 s'�. NATIVE OVER STONY SOIL )Ezcavase note wash verscat,rails so k' iVelV�AONMENTAL H on MI Was. p FACT 2)if beam of here is stony,install 3'a sa4114{M i' sr z out valh wood. I f !, 3)Instal lank in conic of hole.beetang 1 R void s;Rae or. I ;--- -------I; -1 IJ al sides. 24' (rrP) 2rBtOwSt 1 I 4)As lards is refs with*vet fie of void space wiw .,...�.aa.. , i IL 1111 granular(sandy)!OE tree of rage dumps of Pay. i y ; `-'t 71:''''' , 5)Instal rest of syStern,S a x risers to adders with eeterpraof adhesive. f f l 1 4•s Les!e=Reid as required by!oral ; 7� �2l 1 Upon t CFttE1i7 '178Gid'F@ 1Mipi t'.3'tIYC 1 j f f solo over top of tonic f 7 .4sH oto f LCLANZEI I 8)First grade the steam z avoid crahetrec Tamed l_ i J L__J war tank MItiii , .� AEROBIC TREATMENT TANK DETAIL FOR ��_� NuWATER BNR-500 TREATMENT UNIT Al ENVIRO-FLO, INC. l 3101/12 >. .. 1411 .1, Wastewater Treatment Technologies `::::- : :`: P.O.BOX 321181,Fkwood,MS 39232 ._ . (877)836.88476 (601)845-4716 fax 1"= 1.4 ft. -.. lii' isitINAlatirs : • • �'_ N. i , Cbji 11 t--42 , •• i•el.C... 4:t 1 '%. , 11111 s. , t. __ rr r, �� '! , �•p v tt .it a: , --..."47. :. Id r 13 :df..... � :ir:Icr psiiv/bi r 4:1 Oft J J ' • 7: 1 410,- e. ,:, ' li ,Nijo c .444r. 4 % cwr Op' ... rfl ;Ai 41 (;) • 7 * 4/11 CVO I l.) 43) f PARTS UST NuWater NR Assembly Diagram I A PORT AERATOR M.POLY DIFFISR BAR a Yr RUBBER CV%V CLAMPS(2} H.s'PVC(3 srs SECTION) III C.318'BARBED ADAPTOR X 12'NPT Q} O.1'as,CAP (r. D 1/2 SLIP X Ur P TADAPTOR P.1/S C F1i LR F VG MOWS(OVMON L s, o ' E S'STREET X 1?'WI'1 MNG< Q.:1D PVC?PE CSY MISTA L re F 1I2 90'ELBOW(3) R t'PVC PIPE,BY 8+I57ALL=R; G.r X"X 1?TEE PIPE p p .4 (SY aYSTAi =L ea`. t64 I.Tx r Btu u. Xa Ida . 44 J = ARY MAR"z�'�"° K 1'PVC cRoss MASON COUNTY ENVI �L.1'COUPLER(SY AlSFALL$Z) JB ONMENTAL H H/ EALTy Revised 2/25/12 ,s Ai) '`/ � :a� JM' �O soN PP • SECURED LID WITH GAS TIGHT SEAL Je,O4 i.'AE 5j *Ar f.�'((►/ . •.?.. UNION 24'DIAMETER �' ACCESSr i`Ty Fiefs GRADE 0E VALVE• 7, is — SERVICE FROM SEPTIC ' I— . .TANK —.TO(*AIRFIELD M - EMERGENCY STORAGE ( ANTI StPifON NlOM WATER ALARM LEVEL —_ _ VALVE• NORMAL TIMER OFF LEVEL• WORKING VOLUME �FLOAT_ — -.- FOR FLOAT ENCLOSED PUMP 1- MOUNTING SEDIMENT SHROUD• CHECK VALVE" • ....__.._. ..._SEDIMEPIT'S .. rli-1101.1..11 . SUBMERSIBLE -- — f oAL t PUMP PUMP CHAMBER 1JY cALI '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 W A DOH Publication#337-022 Page 35 of 65 7 1114,i avLV'W' Septic �L/VJ NCJJ7 V✓ i MA 1 I7f4 %.• 11 NuWater BNR Pretreatment \.. ••tP\f INSTALLATION & MAINTENANCE • 51i10349 "c PAULA JOY JOHNSON Subsurface Drip Distribution Systems fa! EXPIRES 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. APPROt MAR L L ZU 4 31.4 MASON COUNTY ENVIRONMENTAL HEALTH JBW �9 °I