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HomeMy WebLinkAboutSWG2023-00180 - SWG Application / Design - 5/9/2023 SMASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 SHELTON:360-427-9670,EXT 400 BELFAIR:360-275-4467,EXT 400 >ya. �.�5„._,V` Public Health & Human Services 4W.L ELMA:360-482-5269,EXT400 . FAX:360-427-7787 On-Site Sewage System Permit: SWG2023-00180 APPLICANT ACCURATE DEVELOPMENT INC Phone: 206.200.3325 Address: P 0 BOX 76 ALLYN, WA 98524 SEPTIC DESIGNER PAULA JOHNSON -Arrow Septic Phone: 360-898-2255 Designs Inc. 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: 11 E Earl! Dr Primary Parcel Number: 320215803001 Permit Description: New 3BR Nuwater+ Drip Permit Submitted Date: 05/09/2023 Permit Issued Date: 05/17/2023 Issued By: Jeff Wilmoth Current Permit Fees Paid: $525.00 (additional fees may be required upon installation of system). Permit Expiration Date: 05/11/2026 (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 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/onsite/oss-inspection-request.php or call: 360-427-9670, extension 400. V r OFFICIAL USE ONLY l� ..._ DATE RECEIVED: MASON COUNTY 5. 9 . 2s u) x. Mr.r. COMMUNITY SERVICES AMOUNT RECEIVED: � RECEIVED BY: C 00 m v N Public Health(Community Health/Environmental Health) 360-427.9670,eat 400 or 360-275-4467.e t 400 SWG Z a 23 - 0`� 415 N.6th San-Shehon.WA 96564 Z (n ON-SITE SEWAGE SYSTEM APPLICATION nXI n n APPLICANT O� PHONE cn r Accurate Development rs Thomas Wolter (360)200-3325 0 z MAILING ADDRESS-STREET.CITY STATE.ZIP CODECP n P.O. Box 76 v 0 Allyn WA 98524 SITE ADDRESS-STREET.CITY.ZIP CODE Q CD SD 11 E Earll Dr �, G� elton WA 98584 S I (''NAME OF DESIGNER el e E rn I N Arrow Septic Designs _0, , ,•0)898-2255 NAME OF INSTALLER (/rr PHONE CO I o �— 0 South Shore Construction (360)275-0818 <N I N PERMIT TYPE(select one) DRINKING WATER SOURCE Nil RESIDENTIAL OSS 1.11COMMUNITY OSS q.l r COMMERCIAL OSS E PRIVATE INDIVIDUAL WELL 5 PRIVATE TWO-PARTY WELL Z I TYPE OF WORK(select one) i2:PUBLIC WATER SYSTEM ®NEW CONSTRUCTION I UPGRADES 5 REPAIR I REPLACEMENT OTHER DETAILS(select ail that apply) 0 TABLE IX REPAIR I U1 SUBMITTALS ❑ SURFACING SEWAGE ❑EXISTING FAILURE ❑ SHORELINE ZDESIGN FORM(REQUIRED) IE'SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE 0 I OD jWAIVER(S)(IF APPLICABLE) 3 BR .18 acres Zo I o DIRECTIONS TO SITE AND SITE CONDITIONS(ex locked gate) Go out Hwy 3 and turn (R) onto E Agate Rd. Turn (R) onto E Crestview Dr. COI co Turn left onto E Hillcrest Dr. Turn right onto E Wood Ln. Turn left onto E Lynwood Dr. Turn o I o right onto E Earll Dr. Yellow sign: "11 E Earll Dr" -{ ICD 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 reporting purposes) ❑VOLUNTARY 0 MAINTENANCE/PUMPING 0 BUILDING PERMIT 0 HOME SALE ['COMPLAINT 0 OTHER: INSPECTOR SOIL LOGS COMMENTS/CONDITIONS L w (, 5 i 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 SIGNATU E DATE APPLICATION EXPIRATION DATE APLICATI N APPROVED!ISSUED BY DATE . ; , ,,A.5.,-li- 1/-7) r-- t -.4.c, lAli THIS FORM BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Li.. REVISED 12/7/2015 U DESIGN FORM—PAGE ONE Assessor's Parcel Number: 3 2 0 2 1 — 5 8 — 0 3 0 0 1 A design will be reviewed when 3 copies of each of the following are submitted: ''Completed design form that has been signed and dated. '' Scaled layout sketch, including all applicable items on checklist '1 Scaled plot plan,including all applicable items on checklist. '"Cross-section sketch.including all applicable items on checklist. This form m be scanned and available for public view on the Mason County Web site. :Waxinnan paper size: 11 X 1 ' PARCEL IDENTIFICATION I _ Permit I� rumber: SWG ;,- �J f-- "'--' J cJ 1`7 Designers Name: Arrow Septic Designs, Inc Applicant's Name: Accurate Development Designer's Phone Number: (360)898-2255 Mailing Address: PO Box 76 Designer's Address: 171 E Vuecrest Dr Allyn, WA 98524 Union, WA 98592 City State Zip City State Zip -;. - °a`dy 2 DESIGN PARAMETERS , . _:: Treatment Device ❑Glendon Biofilter 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter.Type: GlAerobic Unit Make/Model NuWater BNR-500 0 Disinfection Unit Make/Model Other: 500 Gal Pre-Trash Tank Drainfield Type ❑Gravity 6 'Pressure 0 Trench ❑Bed Sub Surface Drip Septic Tank/Drainfield Specifications �1 Laterals Number of Bedrooms 3 chedUr Cla ss Netafim Drip Daily Flow: Operating Capacity 270 gpd ngth 4 0 28.5 x 4=114 ft Daily Flow:Design Flow 360 gpd iameter .66 in p - Septic Tank Capacity NuWater BNR-500 gal ber cG 4 Receiving Soil Type(1-6) 4 Separation o 1.5 ft Receiving Soil Appl.Rate .6 apd/ft` `i ti� Orifices Required Primary Area 675 ff` To \Num r ' 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 l Trench/Bed Length 456 ft Schedule/Class 40 Elevation Measurements Length header ft Original Drainfield Area Slope 6 % Diameter 1 in New Slope,If Altered 6 % Preferred manifold configuration used? RcYes 0 No Depth of Excavation up-Slope 6 in Transport Pipe from Original Grade Down-slope 6 in Schedule/Class 40 Designed Vertical Separation 14+ in Length 90 ft Gravelless Chambers Required? ❑ Yes g No 0 Optional Diameter 1 in Pump Required? Yes 0 No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 12 Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity 30 gal Orifice 15 ft Chamber Capacity 1,000 gal Uppermost Orifice fir'Higher 0 Lower than Pump Shutoff Pump controls: Please check those required. Capacity @ Total Pressure Head 9.6 gpm Timer 21Elapse deter I 'Event Counter Calculated Total Pressure Head 146.7 ft If Timer: Pump on 9.4 min ,pump off 1.84 hr Comments APPROVE MAY 1 7 2023 I 1°1 'IASCN COUNTY ENVIRONMENTAL HEALTH JBW DESIGN FORM—PAGE TWO Assessor's Parcel Number:3 2 0 2 1 — 5 8 -- 0 3 0 0, 1 , Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch Id Test hole locations 6Z Drainfield orientation and layout Reference depth from original grade: 0 Soil logs 0 Trench/bed dimensions and l' Septic tank 0 Property lines critical distances within layout Ell Drainfield cover ❑ Existingand proposed wells D-Box/Valve box locations p pO Reference depth from original grade within 100 ft of property lid Septic tank/pump chamber and restrictive strata: ❑ Measurements to cuts.banks.and locations I ' Laterals,trench/bed,top and surface water and critical areas 0 Observation port location bottom ❑ Location and orientation of 621 Clean-out location 0 Curtain drain collector curtain drain and all absorption 0 Manifold placement 0 Sand augmentation components 0 Orifice placement Other cross-section detail: 0 Location and dimension of Lid Lateral placement with distance 0 Observation ports/clean-outs primary system and reserve area to edge of bed g Other Information FA Buildings 0 Audible/visua rm referenced Yes No Direction of slope indicator El Scale of dra.;% wn on scale It 0 Design staked out 0 Waterlines bar s' . 0 RI'Recorded Notices attached Roads,easements,driveways, ^. . .V. 0 0 Waiver(s)attached .el•�� N.<0..` j� 0 0 Pump curve attached r at�w�tc�a�d>�va P417, 1 .`.. 0,� 0 0 Evaluation of failure wn on scale bar t ` ' f Non-residential justification %�• � 57V0349 MAY 1 7 2023 '�' P.AULA JOY JOHNSON ❑ !�Waste strength L'IC1 15 % Virg'. 0 g Flow %IASCIN COMITY FNVIRIIt,IMEN1TAL HEALTH a, ti J B W DESIGN APPROVAL The undersigned designer must be r ified by ins Iler at time of installation 0 Yes 0 No J S —`? — Z'3 Signature of Designer Date The undersigned has reviewed this des' on behalf of Mason County Public Health and determined it to be in compliance with state and local on- to egulations: 4 LP ^,, 5_ f7 -23 Env' on, :,It 1 Health Specialist Date CAUTION: DESIGN APPR VAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped "Approved"by Mason County Public Health. ✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: S'—t -- 2-- CC ✓ 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 maybe scanned and available for public view on the Mason County Web site. Updated Date: 12/7/2015 4 1 4 -, • -------i...aff.-- ., -- - .•••••••.---47:t...TN, ...- .a.ittOI,". .‹. ••'-• •.cil • - •• 1---1" "c* ' .. . .....,-.* eft...,.,• • - -,...4- ••-•rt,:. t:''.••: retz•'-L-••j'• -.•••,.• 4r6...\nyai. •--, ' ".". . --- ----' -!.•••42' ''••• '-!."m a I.1-•:..'•- t.:=....._ •L. . ,... ___.. _ . t-1-4gj.itIWROPf`' •..•-.c..- •.44_45:54..ptititOi • .•:‘,. . .-.., -4. -: At.thiedtlitC.5.'_ -:: e",",.. 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' •, .....7,--.. a•'t-e1.79 1‘.MASON CO. WASH. . .. 41.1' w ;• 1... . ,mtECII Ce273.2 THAT AU.SIATI Ar,COott.Y „., i • !T0 • . . 44. 44. P / tlf,:ge , 19 . TAPE, UM TOTWE LEW MP AM NS. C POWER. DESCRIPTION ,-, . DEMMISO 1•N0EON.AccO20104 MIA!OWAS ISO 14 COMMENCING AT TN! RTHEAST TORNSR Of SECTION 21.202111S1410 23 .''s - PIE 4*0g'S<J2:149'e '''',I'F''' NO ps. • PT.COR:S OP MT CM:Lt,•1415,4291N POLLY MA:0 NIT TAMS. NO2211,WIGS 1 WEST,W.M.,MASON COUNTY,WASHINGTON t THENCE SMITH ' ' 864.41 f 730.0C',SST;THENCS SOt211 off:SCI.WEST•454.SO MET;THS/7CE WA CURIE G4' 44 'I„. t:13)r . 7.7 . R 10 T LifT WAVING A MOWS OF 10.14 FEET 4 DISTANCE IF 21.21MT;THEME - • .... SSCAT)90.14.11•W9ST TSIT.44 FOOT,211!NCE WEST.IGDOO FEST,THINCE NORT:1 -AA. .. 4 _ • we.ii FIST;TNETSCE NORM,WIT'C.S.IAST-04.23 PEST;_21421461 mC2-214- ' • 22 • i:14•• 31 •;J..4 .- • 1251.0 FUT;THENCE NORTH le::CO.F.AST•MP.22 M W MIN Y TO WE MINT OF ... -*t2 .• • . IC • fin FOR 111:0ROM nit MEW EST OA 2..:,... SEGINNING. 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OAudio-Visual Alarm 5 MAY 1 7 2023 , O2 Cleanout MASON COUNTY ENVIRONMENTAL HEALTH 0500 Gallon Pre-Trash Tank J B W Q 0NuWater BNR-500 Pretreatment Tank '�1C yY', • . `I 1,000 Gallon Pump Chamber �, , r 1�"'� 0 h ` l'''y to .} e Subsurface Drip System Headworks f-`Gi1 514349 T . p PAULA JOY JOHNSON �, ISE� iG1v��t" 4GA, 1 s ..3na o 'E O C o o m�C 0 0 0`o¢ o m m E a 4 y E z a •., N N ,- OOt Za ' m0 ON,- Q O.-, NwOW NO O mf .D f O N N ^� f r L Qp m O O ! n ,atyO $q O• ta-Ef a ° m £- c= oyE ° -o ^m m oo m m ! $ -a.- a cm «gN i"m a3 ° m 0 , .. = = c O 'a _coo o `- - .am 0." i 0 o = nvJ$ D 6 G 2 p O "N N N 7 V. 4 - 2 x x (?x}�1 a c- o E o c _ __ x x m x S m p W�1 O N W m C m � S b m2 0 .4c /Nyam @ mo `o oaa a � acU;> �on aaoFoo ��a�= mom o� � E EL a M O . `m N m w -N c L m 0 "0 ° c m ° m m m a c u°i Cm m ° m m i0 a C O O $ t 0 W W C O LL CC C m> LL p LL LL O O j O O ° LL m O- O LL a K C E a ffi m ;� O N O m C g v C w O N O °0 eoc0c • co mw '0 EJOCga a o� nc ' aaocn$ ° g-8 u € 4 E t@ B = c 2 Z c w J w a m a m °>t U n o d g m m o 5 m E a s c° LL A a m $ `o `° o y m m o ° $ f m E w mi `m N E m -off oaf S 4 E g @ °K cg Ycc mo tcc9x � ° r Ex ° °a F a m w m e n ; m m ;; m° m c N .g m O ?N LL 5 C E o Y mEeEu. o' C▪U c m 0 0 0 > > > t W`p m E ccoW2 L c m ,..a c E aEm Ow o E a. a .. ¢ $ EEQ a°`��m w._ cQ3 dm a NE m m. e C o 2 w 0 - m 3 n C c Z Z Z o d 1 c:L , . 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C <,-GO 1 a .O o R. 2 n a n d 2 c c m m 3 a V 0 0 a m 2 e 0. 8 V. ,„0- V D t7 o x a N 8 c 7 !+ N v a s H o m E. $ a o c ° 0 5 4 3 $ OS a • $ ae° ri •L m s3 mp L m a` LL O E j 0 c E c as 2 d m 2 a a a Y 0 = 0 d LL N _ @ Z o F o �c 3 ° w O.g W O a C. LL m = w N Li - w 0. m o ? 6 O q C m $r n ® c c E _ E a o m o m LL = m E °o ar o O A N w w a' a , a o m �. y N a O ° E E 0 '4 w c n • s. m .O _ .4 n 0 a N a , - i O 202 U a _ V) % y N x o e8 `o N O o nay M '.. if, co - g E o c a o 1 m o o t M N Q y E $Q o a m m m r �' N E_ N c m U a Z 1 .140 o o ° a c n o � m 54 $$ O d ex,g.M m yaOo Z w 3 a_ nt_ APPROVE 215,z1 ' avoa o .ymc « .2 .T .T, 144.17-tit A MAY 17 MASON COUNTY F aUIRONMENTa1 Jaw NEaLTF 4&GA 9 Subsurface Drip System Calculations& Specifications Accurate Development Parcel#32021-58-03001 11 E Earl! 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 90 Emitter Flow Rate 0.42 gal/hr each emitter Return 90 Design Flow Rate (#emitters x .42) 191.52 gal/hr. Total 330 Flow Rate (gal/hr/60 min) 3.19 gpm Minimum Doses/Day 12.00 On Time(total per day) 112.78 min/day On Time(per Dose) 9.40 min/dosee*, Off Time between doses 1.84 hours ?aV; diF Nl1 514349 PAULA JOY JOHNSON_T� EXPIRES I t 1 PPROVE MAY 1 7 2023 MASON COUNTY ENVIRONMENTAL HEALTH t 9 JBw Subsurface Drip Looped Distribution Drainfieid with Supply& Return Manifolds Itt- • / /e2te-7 1./.ek c-c.--,..w. (7-4-k.:c-e-L .1.c.i..s..14-C ..71 . '‘,4 I 1 , - . (;.."3-6-ess;(••`'''-%.-424 is ' C�Qo� 1 @ j 8 (.3 . C. 2,4 4 . 1 2_S,St x‘{ = 1 {4- ) (S•e_t_A.Q.A-QA V i . 7 ti, V G 0 r c.--i-N.,Nce-;cs...L, SGc.3 = t = Co q o S.- to I S ?.- C .v.Qc.� I D 'C-Te . tpis-ot„L , --4- --:•P‘o ---,z.,...:5 -1.4z.,-,,,aj, CO ---- 8 i- .„')� w.......04.,„, ,,,.,„. ---,,,,,4„,- . ..s,„ . ,,..„; : . .. sc, ,,.;,, •i ......„, .,,,, ,. 4 'y'cT; ?AURLFA J OY JC.9 H_NSON .; P P R 0 *V EUtMI S I ,T1E_;/ MAY 1 7 2023 Notes: MASON COUNTY ENVIRONMENTAL HEALTH • Install Dripper lines as level as possible across the contour grade JBW • Divert all surface water away from the drainfieid area • Air/Vacuum Relief Valves are to be installed at highest point in drainfeici Subsurface Drip Systems-Recommended Standards and Guidance Effective Date: July 1,2007 Figure 4. Looped Drip Distribution Field with Supply and Return Manifolds DRAINF- IELD SECTION NTS TYPICAL FLUSH Mr OR AIR VENT (SEE DETAIL SNEET 17>� PLUSH PEA/cR AWCFDL ,(V1(SER OF stony TO fLv FEEDER u,CS CutDETAD. rrT. 17, TOP LO F S L O P t vARLEs VCR V ZEAE RETURN II PLACE _ $(IPFRONPLT I 1111/1l1I APPROVED VALUE Of KADER/tuarDLD-- , ~ '- I . - . . - . - (SSf DETAIL S(EET 17) I J l�- _.__. - r . - we Mr: - ' • 4,:' _ _ . mt- ire PVC SAC 40.. 1 4 , ' ;'_,1�` - - - F'EtSER LINES -, - - - - we PvC SNC. *0 = _ _ _+ - v G • ,. iv- ;} 1/Y AA1Ti1fTY 8iofer-ORwPER - (L DETarE TACTION *anRE �Lf�'1GTN vAR1ES PER PLAN--4 / COMPENS4TRIO MITERS THEN 1I EXCAVATION / LOOPED DISTRIBUTION FIELD SCALE NTS NOTES: I) gm-TALL ORWPER LINES (AS CLOSE AS POSSIBLE) LEVEL WITH GRADE CONTOURS. 2) INSTALL BERMS OR SWELLS TO DIVERT STORK WATER RUN—Off. �c � Estvl dam) � � � '`. PPROVE -N.0,,,,.i,k -, ---\\/ --s fretc---e-4 -A MAD Y 1 7 2023 '.MASON COUNTY ENVIRONMENTAL HEALTH JBW DOH Publication#337-015 Page 37 of 52 9 • I .• 44";,,.. t ir „.:. , \.._ __c _c_. Fi ue?r . • NOW rang= 147 Q';y1 1"Filter t iL®m praiac 140ri fbitsaag� m f� •-- 24 Iq.as A°nesor SZbI >," 0 { Leigehm g 51�' Merin airface nar $S-9 h¢a I • i Middy iolomc: 25.8 m ill. 8711. 1 -•• bow and sSbL 5+lf I 6' 2.6Es 2Ymabcr auk ZS 145. -2WC It 6cencmud aaaaasiaan 6 ths" With graa-O lay Sateciovderiramoccs 1'asic I M dd rTons1>d 254446-3= !f°dd Dabs 251.47J00t i •{ Netafan Tech Filter Charts. i..� �/�..�/� �••.1�/,•/,��i•.ter•,.=Jai / •,I�~ ,/� �'I / .i 3 LaYets of -' % -/ •' 1• Batl `.i: .i. i Filter Fad. � .--"`•=',i•� Valve !1 — -3F�'PSI:t /i i/„',—, �17,J,� • . I �. 1;_ •Pressure •'` � - .- . • '; : TO Tardc♦ `� �`:` Run Field 1 f.✓''w•'.'�-•i•�i/ • • --/.-`i.,/3/4"Master Neter tot, ,•�'-'./ / 1 •• •.;K---. • . •- --'"•.— ;`- Reclaimed Water -;/ ./ To F . `i J • I .' �•'..II . J/ `' .•� / "l• �• '-• •' ' J i..'i'/f'•.'/:I' .....•. r / /. \ •� •.• • :/..•^/ ...../•Y Ji- ,•/ . ._`•lam/' / J / • '''r'/�`� t—• -'�I:-!.`-1'TelJF J"'.% --4., ,.�•" !•f/• • Ribbed Riser . •^ ter•/• / /"-r- ' �: I-J.%- - r--- �'. ...---• • -'fr / / !f HD Fowler Continuous Flush Headworks i APPROVE The main components of the headwor cs are: 1 • 1"Tech Filter 2023 t;; MAY 1 7 • �pressure gauges MASON COUNTY ENVIRONMENTAL HEALTH JBW 3 Subsurface Drip Sysxms-Recommended Standards and Guidance Effective Date: July I,2007 Figure 7. Air/Vacuum Relief Valve in Valve Box with Gravel Sump -- 1 MIEN EWE = - _] r awe - %WYE BOX I AIR WWII RELEF IIIII VALVEa£ CONNECTED LONER ,a PVC COUPLING(TAT) f a.� • E TX SOH.ao NIPPLE (1203TH ISammo) SUPPORTS — .e -1,.r:- =.1 • � - .. :� PEA WAVE!.SUMP —i ., b________[ .\.`-. 1— —0 1 PVC PIPING AND FrITI G I 8-vIcir>Ua al..---& (212-, NrkegjUr., 4,1/4,,\--4_,:53./S C.2-) .i' AL' p PRo VEA 4,As©y��MAY 17?023 COUNT fy y/Rom/1E Jew NTAL HEALTH DOH Publication#337-015 Page 39 of 52 c. H D Fowler Company Continuous Flush Headworlr 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 j other disinfected and non-disinfected water sources • In a treatment system such as an intermittent sand filter or mound system gib' • Rainwater harvesting systems • Greywater systems a u • 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 operation The PUHEADWORKS4 Comes Standard in a 24"Riser 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 • 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 ""Long'without replumbing • Water Meter. • Designed for reclaimed water for long life • Easy to read dial AppRovE 4 MAY 1 7 2023 '.` MASON COUNTY ENVIRONMENTAL HEa:_- JBW 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: • %"x3 "brass • Analog dial • Gauges: • 0- 100 psi range (0-6.9 bar) • 2'h", glycerir 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 Headwc^<s 2-20 GPM 4„.....„...j. -- 15- r-- (t w Corporate Headquarters 13440 S.E.30th Street Bellevue,WA 98005 Phone: (425)746-8400 Fax 425)641-8885 APPROVE ww(hdfowier.com . www.hdfowier.com MAY 1 7 2023 ;�-LP. • MASON COUNTY ENVIRONMENTAL HEALTH JBW ---- r••• wwwuNuC'C#I c.::-:.c.a,.,, 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: iN6 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 Iow-density polyethylene EXPLODED VIEW OF BJOUNE DRIPPER Bottom View Top View Large inlet filtration area (bottom of dripper) Dripper Outlet stop of dripper) il i Physical barrier separates where Chemical resistant water leaves the dripper from where it leaves the tubing. molded silicon diaphragm PP R 0 V E rIppersTop View .� 2 of dripper iturned over) TurboNet wide MAY 1 7 2023 , flow path ____ 000 k1ASON COUNTY ENVIRONMENTAL HEALTH JBW http�/w,�w`n a.comlwastewater/produC's/5idite-drippetline-tech 116 DRIPPER FLOW RATE VS. PRESSURE o.s 1 oiGPH 0.5 — 0.6GPH 0.5 I- 0.4 { G_4 GPH c ..3 0.3LA T t 0.2 - . _ ._ f � a i 13 20 30 40 50 58 PRESSURE(psi) Between 0 and 7 psi, the dripper functions as a turbulent flow emitter,ensuring that the naminaf 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. PPROVE MAY 1 7 2023 w1ASOPt COUNTY ENVIRONMENTAL HEALTH JBW 06-4 9 2/6 A usa.com/wastwater/producio; :'re-tecr. Multi-Stage Effluent Turbine Submersible Pumps W- PUMP PERFORMANCE CURVE w PUMP PERFORMANCE CURVE w - PUMP PERFORMANCE CJ.R4'c 10 GPM a 19 GPM i 27 GPM 1 tk'NPTDISCHARGE 1114"NPT DSCHARGE 120- '°' l I 1'/.'NPT DISCHARGE s6-1 1 inHP•,0STAGE Ell in_ 3a HP.12 STAGE280 1 no `f�� 360 eo 1.HP•9 STAGE 93-1 '1 ■■ ■■■■ 104- 7 STAGE 83- i . 64 .1 ' n 2�U ■■■i7■■■(13- 14 HP.S STAGE 200 n_ 240 i - 220 „■■■Y v 72_ x 48 11111k. 1'■I■■ ,6_ 200 iQIV•65fnC£ '� dp, 'R HP 314 HP 200 65TAsE , 'a a- 1s0 120- 5STAGE "ri 56- Mi�� ,.'�■■ n_ ,20 0 24 a0 1 a6_ lap ■■E,,,\I■ 214- 8 18 40 I C �- 140 ■■■■�,■■ �° 8 120 �„1'� 0 0 �- t00 .', "'■ 2 4 6 6 ,0 12 14 16 16 5 10 , :L o 36 ■p►vA1■ GILLCNS GALLONS LITERS 0 8 i6 21 4 CO 456 6‘ UTEe:S I I I 0 2<- 60 -_■■,�"■ F!OWPERN!NUTF 20 dp 60 EO 10 1 111111111111011111 015413 FLU'VPER MINUTE 015414 1 6 40 6- 20 ■■■■,� Part Number H P Vokage Phase Amps Stages Heght ■■■■■■MI 5 5030.0005 12 115 1 120 6 223,E' 0 t 15 t 5 , 640 GALLONS II 503 .0036 1/2 230 1 6.0 6 2232' LITERS a 20 4'0 66 so 100 140 140 0 50."30-0007 1/2 115 1 120 8 25-114 FLOW PER MINUTE r 5030-0008 12 233 1 6.0 8 25-114' 015065 5030-0039 34 230 1 8.0 12 29.15r16' W I w W I PUMP PERFORMANCE CURVE Part Number H P Nonage Phase Amps Stages Heghi z' 35 GPM d5031-0OC6 12 115 1 12.0 5 21-15/16' V( Q__1U,N)Q- 9-' S8- 7 NPT DISCHARGE (.95031-0006 12 230 1 6.0 5 21.15/16 teo- 1.12HP-5STAGE in5031-0007 3/4 230 1 8.0 7 25-1/16' d8- 160 1- 5031-0008 1 233 1 9.8 9 28.1P 140-1 HP-4STAGE Part Number H P Voltage Phase Amps Stages Heigh 40- 4 120 5C32-0005 12 115 1 120 4 213/15 = a 5032-0006 12 230 1 6.0 4 21-116' 32- 1 y4 HP,3 STAGE GO 0a7-0007 3/4 230 1 8 C 6 24-3r15 i5 5032-0008 1 230 1 9.8 7 26-7116 24- ao 12 HP-2 STA E CVIN. c 5[Y3?-0OC9 1.12 230 t 131 10 303110^ sp NOTE: 55&85 1 6- Pert Minter H P Voltage Phase Amps Stages Height eo 2 5033-0005 1.2 115 1 120 2 1S7a GPM also available a for engineered sys- a- O 5033-000S 12 230 1 6.0 2 18-7,6' terns. See FM2091 20 5333-03C7 314 M 1 80 3 20-1/4' and consult Zoeller 0 tO <", 5033-0203 1 230 1 9.84 211-9r15' Technical Service 10 20 30 40 so so it 5033-0009 1-1/2 230 1 131 5 2 72' GALLONS De�dIYlrient. LITERS GALL ONS 0 4o 80 120 160 200 FLOW PER MINUTE 015044 ALL ZOELLER ONSITE PRODUCTS MUST BE INSTALLED IN ACCORDANCE WITH PLUMBING AND HEALTH DEPARTMENT CODES. Distributed By: A PPROVE MAY 17 2023 D® kiii&s:7„,MASON COUNTY ENVIRONMENTAL HEALTH �P �O. JBW 1-800-928-P UM P www.zoeller.corn ©Copyright 2007 Zoeller Co.All rights reserved. L+64F5A 1 4 JWD-AW$M11RIAEIMN SLN ,vr :31 g' 698E 189 I49£ XV3 B991-L$9 (09£i 3I0Hd tu 1 009 N aa�. Kees via'aNflO�r0 31_LLV$/60£XO€ o-d a s�aoeboas,radmai Cl!£4!9 h�t3 +�✓NI ONI I3 !V1ON3 )3 9 n: e M in:SI 41; ja2i c0 4 , Z IoI0 4 r 1 R e`ezae NIQ 4 a iY I hit V uarag auno.04 .P; r �� f $ - f .C n 4 �,ki i tot i2 f 2' IS gam— ,-=I JE 4 9 P s :a� a gt I I -4, a-0 3: b mow s I < i e .LI.4 tyws* { I i � - �oa, g� p � _ - =3ldie'R4:b i .�-- . T list i' AppOVEj4 g; il 1; MAY 17 2023 4?'24g1 - g to MASON COUNTY ENVIRONMENTAL HEALTH JBW 8 2as . i- r '> x '.: Is I _ • i ei IS �' g �3� sg2; +y991r�; IF y + 7tr1 3 !SS€t IiS��: � 1 7L. u0 Al i ! r i � '.S. �� Y�i� K O< ‘4,114 �. vs o YSS"* m Q * � bg C t _ �_ i.! . <q8 ego Ak w IP -- C` O r isr� v io8c2S gag�2 u� teat' ' � sY s ! m k -1 - N ti11f\ .75.' 1s4 Cl t Jz LJO VENT ItYD) DUAL PORT AERATOR lvsees cry i _ ,.... 7. r,asTfc I "Tie" r COUPtaJG rTEE j ! ,r RET7 L Z•pVC j LL i • TRAM CHAMBER DI6RSTH2 CtL4t Rtog D OPERONG CaPACrM417 GALLONS OTATa+G CAPACM 42:GALLONS ; a coo CAPACrm Ara CAuoNs �ooc cARAt :ssc c attotcs i i• sr 1 sr sr er ,�•v //x- ooeeof� UrjPPROVE e e li TEE MAY 17 2023NTAL HEAL rAWN COUNTY ENVIROh1�E � IJ BV1tn-0TANKwAu1 ♦ r sun:GE RErum y IS7nPER -44 / /// 1231 r' S NATNE sot OR CCMPAC=SVC I"srAuaraa Ms,Rvcnals OVER STONY sot 1)Ezraifite tank hole wit vertical Mats tc 1 fact larger tan Wren of s+ds& 2)tf balers of hole scrawl. es stony,exar8 3'of demise said b bevel it' g-r __ out idtt 3)Installed(n center of hole.keeping1 tt.void space or 1-—— —————�r ewisz——1 I al ide& ! Za. cL�*`� i 4)Ac Wink is tiling wtrh water,fat A void space wit,oor►�a, 1 !I I • granular(stoney)sae&se of barge clumps of day. I I I 5)Instal tot of srtem,3 sac risers to adapters wit waterproof adhesive. 8) watertightness test in trNd as requvc I!d by ioal I 1 a� juriadtket l 7) spprOnt lc WWII, *bed ll Mditr native 1 - f Sz Rrsl�t I: I soda over tcp of tank. ; t 45121SIME I i I.s1es1 8)Final seeds Vie somas to avoid onon®rrino surface L J J L__ i i wate-tova rd tank. —4 MAN r=bet o, t. AEROBIC TREATMENT TANK DETAIL FOR $ ::: NuWA TER BNR-500 TREA TMENT.UNIT � yi 3/01/12`i v Treatment Tedrbo+oQies tra it'-:::' P.O.BOX 321161,Rowaod,MS 39232 ;may F (877)836-8476 (601)845-4716 fax 1 n= 1.4 ft. ..—..nv,,v anMd 1O-6 9 i - 41' ISiliuNAraltri I \' j �`%. '-N. V - t - r.,gr_o t t ; I r\� r `i/ E� 11 t E� 1 - A., i ow %, 1 ) -4:44:. _-„,,, I of ' : „ f iy 4-:4 cCiv 11 if, alb el I 4 :.• troo <-4 **Nct.,.. _ ... ty r 1 r:CL [1 �� WO.4.6. 4 it L �: irt., 111 or .. I PARTS LIST NuWater NR Assembly Diagram V I A DUAL PORT AERATOR M.POLY DIFFUSER BAR(z H B.343'MO ER 90'W MAWS CZ) N.r PVC(31t2-SECTION) I C.3R'BARBED AD4RTOR X 1/2"NP'T CZ O.1 SLIP CAP (c D 1r2*SUP X 11T NPTADI,PTUR P.l/r CLEAR PVC HOSE(OPTTOML 5, 411110 € r STREET 1/2"PM HVS75NG(3} O.1t�PVC PIPE(BY U4STALLER) it F 1¢'90'ELBOYY(3, PIPE�'8Y BE,STAU. G.1•X 1•X 1lt?E£ O \I E P (sY�rsrAczyl'.1/-.) :Lf6'; !1 1 9C'ELBOW�T p p {* '' -•:•��AA4PTOR FO 1/4-NPT(Z) I.tXr8JS? IG 1 r �n'3 1,-'•_ X!,a-P T 1NG(2) +� s r�nrrt,RY Tee MAY 11 VIM'-tic COUPLER c� K.r PVC CROSS F�VIRONME\1 / COUPLER(sY INSTALLET L.r cocwLE�t($Y 1h1S.TALLER} . 'RI p Revised 2/25/12 I . AAPPROVE MAY 1 7 7023 ,IASORt-COtiNTY ENVIRONMENTAL HEALTH JBW • • SECURED LID W ITN GAS TIGHT SEALTHREADED UNION 24•DIAMETER • ACCESS RISER FinialGRADESERVICE _ VALVE• • FROM SEPTIC ANNK r 1 r1 '--,..,TO ORAL LD — E# lCY STORAGE ANTI BIPINON NIGH WATER ALARM LEVEL -..-.._g. ikiVALVE• NORMAL TIMER OFF LEVEL WORKING VOLUMElM �-1► W _Ill FLOATSTIMI FOR FLOAT ENCLOSED PUMP • _ i`W ' UN . MOUNTING . SEDIMENT SHROUD - CHECK VALVE• SEDIMENTS :'((i 111 SUBMERSIBLE r`� eft 1 . PUMP PUMP CHAMBER UYPIC L1 Septic Tanks must meet standards required by WAC chapter 246-272C and ro manufacturer must be on Dept of Health list of registered sewage tanks. FIGURE 2 . Ir. t ' n WA new Publication 1/337-022 Page 35 of 65 • 7 Clvatut Septic DVJ V✓ �� I`•01 M'A. .p NuWater BIN Pretreatment s ss INSTALLATION& MALNTENANCE PAULA JOY JOHNSON ' � Subsurface Drip Distribution Systems uc kw, 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. APPROVE MAY 1 7 2023 oABOM COUNTY ENVIRONMENTAL HEALTH JBW