Loading...
HomeMy WebLinkAboutSWG2023-00309 - SWG Application / Design - 7/24/2023 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 SHELTON:360-427-9670,EXT 400 J BELFAIR:360-275-4467,EXT 400 �'' Public Health & Human Services ELMA:360-482-5269,EXT400 FAX:360-427-7787 On-Site Sewage System Permit: SWG2023-00309 APPLICANT AMES TRAVIS &AMANDA Phone: Address: 6019-45TH AVE NE SEATTLE, WA 98115 OWNER AMES TRAVIS &AMANDA Phone: Address: 6019-45TH AVE NE SEATTLE, WA 98115 SEPTIC DESIGNER PAULA JOHNSON -Arrow Septic Phone: 360-898-2255 Designs Inc. Address: 171 E VUECREST DRIVE UNION, WA 98592 Site Address: 12831 NE North Shore Rd Primary Parcel Number: 322345000006 Permit Description: Repair-3BR Nuwater+ Drip Permit Submitted Date: 07/24/2023 Permit Issued Date: 09/12/2023 Issued By: Jeff Wilmoth Current Permit Fees Paid: $780.00 (additional fees may be required upon installation of system). Permit Expiration Date: 07/24/2024 (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/environmentallonsite/oss-inspection-request.php or call: 360-427-9670, extension 400. iOFFICIAL USE ONLY DATE PI:HIVED. MASON COUNTY i '� C .10• p % RECEIVEDB CO Cl)COMMUNITY SERVICES o m • cn Public (Community HealthaEnvironmentalHealth) < cn 3w^<s .i.u'O,mne.CYJw i C S.a<::,e.i<R: Fij 0 C'5 N C.,Stre, ShNton.W 02s6e SVG ZO 13 —dOSCoiO ,Z] Z CA ON-SITE SEWAGE SYSTEM APPLICATION m n APPLICANT PHCN'A mK r Travis & Amanda Ames (425) 922-6068 a z MAILING ADDRESS-STREET CITY.STATE.ZIP CODE m co 6019 - 45th Ave NE Seattle, WA 98115 0 SITE A ADDRESS-STREET.CITY,ZIP CODE 12831 NE North Shore Rd Belfair, WA 98528 v, lc....) NAME OF DESIGNER PHONE 0,7 I n) Arrow Septic Designs, Inc (360) 898-2255 INAME OF INSTALLER PHONE 0 N Maples Excavating (360) 463-8474 <_ I PERMIT TYPE(select one; DRINKING WATER SOURCE , __ ^ O ®RESIDENTIAL OSS COMMUNITY OSS COMMERCIAL OSS E. PRIVATE INDIVIDUAL WELL V'PRIVATE Y rAnTY WEL'_ Z TYPE OF WORK(select o El l=PUBLIC WATER SYSTEM '}NEW CONSTRUCTION;UPGRADES liL REPAIR i REPLACEMENT OTHER DETAILS(select an mat apply) iiti TABLE IX REPAIR I CT1 SUBMITTALS 0 SURFACING SEWAGE EXISTING FAILURE 0SHORELINECO ZDESIGN FORM(REQUIRED) ffSEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE Q I c> EWAIVER(S)(IF APPLICABLE) 3 .21 Acre 0 i 0 DIRECTIONS TO SITE AND SITE CONDITIONS.(es.locked gate) Take Highway 3. Turn left onto Old Belfair Highway. Turn left onto NE State Route 300. Road o turns into NE North Shore Rd. Driveway will be on the left/water side with "AMES NORTH" on o 0 a sign. I would recommend parking at top of driveway and walking down steep driveway. -4 You can walk through the carport on the right side of the house out onto the deck, around to rn I o the left to the small lawn on the east side of the house where the test holes are located. 90 SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. ~ OFFICIAL USE ONLY BELOW THIS LINE UPGRADE/FAILURE SOURCE(tor reporting purposes} 0 VOLUNTARY 0 MAINTENANCE/PUMPING ❑BUILDING PERMIT ❑HOME SALE ❑COMPLAINT ❑OTHER. INSPECTOR SOIL LOGS COMMENTS/CONDITIONS Of 0 — )-`� 9-- L 5 i 0 cA/Gle c-c ,.-� / JUt 2 6s• ? ^,�, hi, 1,1 �23 RFC C41-‘ rj'\12, cyjf d if de 5 1,0 j 11 {E 0 t j. T [17.1 ..I I' M V L6 I JUL 2 4 2023 l ie ,( /4-o,j( n/ By_____Ik---- RECORD DRAWING AND INSTALLATION REPORT 'SOIL CODES: V=Y'a',. G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL. INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE AP ON APPROVED/ISSUED BY DATE � L �,,��---7-�Y a Y--2 -fl ? TH F AY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVIStD 12/7/201S DESIGN FORM—PAGE ONE Assessor's Parcel Number: 3 2 2 3 4 — 5 0 — 0 0 0 0 6 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 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"X 1 7'. r'� i r :.-¢ : : - fARCEL:!DD N`PEICATJO14 a' ..._.._.� . , r.Yr:. � spa .._ ... 7 3 PI Designer's Name: Arrow Septic Designs, Inc Permit Number: SWG �.,��� �U-� Applicant's Name: Travis Ames Designer's Phone Number: (360)898-2255 Mailing Address: 6019-45th Ave NE Designer's Address: 171 E Vuecrest Dr ' Seattle, WA 98115 Union, WA 98592 City State Zip City State Zip ... ... Lam=tAl. .. .. .� .. I ::1 A; Treatment Device 0 Glendon Biofilter 0 Sand Filter 0 Mound ❑Sand Lined Drainfield 0 Recirculating Filter.Type: 'Aerobic Unit Make/vlodel NuWater BNR-500 0 Disinfection Unit Make/Model Other: Basin with Solids Pump Drainfield Type ❑Gravity 'Pressure 0 Trench 0 Bed 6'Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 3 Schedule/Class Netafim Drip Daily Flow:Operating Capacity 270 gpd Length 45 x 2=90 ft Daily Flow:Design Flow 360 gpd. Diameter .66 in Septic Tank Capacity NuWater BNR-500 gal Number 5 Receiving Soil Type(1-6) 3 Separation 1 ft Receiving Soil Appl. Rate 0.8 gpd/ft2 Orifices Required Primary Area 450 ft2 Total Number of Orifices 450 Designed Primary Area 450 ft2 Diameter .42 gal/hr emitter in Designed Reserve Area n/a ft2 Spacing 12 in Trench/Bed Width - ft Manifold Trench/Bed Length 450 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? l 'Yes 0 No Depth of Excavation Up-slope 6- 1, in Transport Pipe from Original Grade Down-slope 6-i in Schedule/Class 40 Designed Vertical Separation ,.' . in Length 90 ft Gravelless Chambers Required? 0 Yes It No 0 Optional Diameter 1 in Pump Required? El 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 10 ft Chamber Capacity 1,000 gal Uppermost Orifice g Higher 0 Lower than Pump Shutoff Pump controls:Please check those required. Capacity Ca,Total Pressure Head 11.2 gpm 'Timer l 'Elapse Meter 'Event Counter Calculated Total Pressure Head CC 143.2 ft ,,-- if Timer: Pump on 9.52,miin ,Pump off( 1.84 hr Comments f,e�$ Q..pR ottict.jc,L(� N— d"V CO�(/J J o l'LI' !? DESIGN FORM—PAGE TWO Assessor's Parcel Number: 3 2 2 3 4 — 5 0 -- 0 0 0 0 6 ' Permit Number: SWG • DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch O Test hole locations 6E Drainfield orientation and layout Reference depth from original grade: 0 Soil logs 0 Trench/bed dimensions and Eff Septic tank Property lines critical distances within layout Rl( Drainfield cover 0 Existing and proposed wells D-Box/Valve box locations Reference depth from original grade within 100 ft of property g Septic tank/pump chamber and restrictive strata: 66 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 62f Clean-out location 0 Curtain drain collector curtain drain and all absorption 0 Manifold placement 0 Sand augmentation components g Orifice placement Other cross-section detail: O Location and dimension of 0 Observation ports/clean-outs primary system and reserve area It Lateral placement with distance to edge of bed Other Information Buildings it Audible/visu. .•0 S m referenced Yes No • Direction of slope indicator EZi Scale of dry;:;• :., wn on scale d 0 Design staked out EZI Waterlines bar 4•It' J, ❑ l�Recorded Notices attached O Roads,easements.driveways, , vtAa4,?Y ❑ 21 Waiver(s)attached parking a fir 4 • l ' 0 Pump curve attached tei• ' I lit' 0 Evaluation of failure FA North arrow and scale drawing ,':; .� shown on scale bar N 51003a9 � Non-residential justification PAULA JOY JOHNSON .1tri 5 ION ❑ (f Waste strength ExPtes 0 0 Flow DESIGN APPROVAL The undersigned designer must be ' ied by instal rat time of installation B1 Yes 0 No 1 —(8-Z,3 Sig ature 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- . gulatio : 4 -,�' Z3 Envi n -i . �i' ealth Specialist Date CAUTION: DESIGN APPR AL 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: 7-Z'1----..2 Y I Drainfield site conditions have not been altered to adversely affect conditions of design approval. Please Note: The system must be installed by a certified ins 1ler, unless prior authorization is obtained from Mason CountyPtlic Health. An Installation Fee is required. This form may be scanned and available for public view on the Mason County Web site. Updated Date: 12I7/2015 • Arrow Septic Designs 171 E.Vuecrest Dr. Union, WA 98592 July 13,2023 Mason County Department of Health Services 415N6thSt Shelton,WA 98584 RE: Travis Ames Property(Parcel#32234-50-00006)Septic Replacement/Upgrade Dear Inspector: Attached is a replacement/upgrade septic design for a property located at 12381 NE North Shore Rd,Belfair, WA 98528. The 3-bedroom home was built in 1974 and remodeled in 1986. There is an existing gravity septic system assumed to be of the same era. There are(2)750-gallon tanks and the exact size and location of the drainfield is unknown. The septic has been having some issues for a few years and recent pumpers reports show a high effluent level in the tank and indicate the drainfield is no longer taking water. The owner has decided to move forward with an upgrade to a modern septic system. The existing tanks are to be decommissioned and the old drainfield is to be abandoned. The proposed 3- bedroom replacement system will include a NuWater BNR-500 aerobic treatment unit tank, followed by a 1,000-gallon minimum pump chamber. The proposed replacement drainfield is a 450 s.f. subsurface drip system. We are also proposing a new control panel with a timer, elapse meter and event counter to extend the life of the system and to facilitate future operation and maintenance. This system meets Table IX repair standards with the new proposed drainfield being less than 25' to the bulkhead,treatment level B without disinfection,and 24"+vertical separation. The property's water source is from a shared well and there are no known wells within 100 feet. The property owner's contact information is as follows: Travis Ames 6019—456 Ave NE Seattle, WA 98115 (425)922-6068 If you need further information,please contact my office at(360)898-2255. Sincerely AP P R ® V E y: •.,` • "4• SEP 1 2 2023 • MASON COUNTY ENVIRONMENTAL0JBW rAt..4 49 CCJ� 0rnu+�ZPAULA JOY JOHNSON404 Lich 4' e •stewater Treatment System Designer 1-4V 8 N E ,\ - . S key- . . . • . w�`� 'E.. SCa\-�. l - lot ti ��.tiycK �v / � D 1 O 20 30 .� "(p,.ptivts;ikr1A.10hiMM5 •�e PAQGEL43 2134"50-0000b 0 e (7At2AC vE u� Ni, NE No21 S{.1oaE RD ara7e, 0 :z.... I 38R 0 }-lou5� NI R- k 4 0 vim A ` ,Q e,, ,6-______„--‘) IVTE,ST\rkoltd gu1y.{-1EAD -2,,,.s k. \,,, 3 `' 0v,\.S D }�ooD CA NAB-- Zti q-Z`' d- G G .. -L_Z-(7L-- C IQ-0 \(LsL..s4-r-:c-i-1 v-t..) Afjj Key: .)., ���, ,?a, Ol Audio-Visual Alarm ,T00 i0� • ' •_ ), O2 Cleanout ' J C .4 IV O3 NuWater BNR-500 Pretreatment Tank �ji� 57CO3�9 �� L t� f' PAULA JOY JOHNSON LIT h!^ Kott Nr4ft" , 4 1,000 Gallon Pump Chamber ExPtFtE.s .1 / OSubsurface Drip System Headworks © c w- gs 10t81-7-eu*-- t.ss,\.\ w- -So\„ Pao APPROVE .i:11 SEP 1 2 2023 r,, MASON COUNTY ENVIRONMENTAL HEALTH -- F, JBW s , - q 5 u c E $ O m-.z` q N Q m?▪OO 000 .0 N pp O .0.0F. N N N N_O O 8 m Yf N ON gO DO O Of NYlN 7, 7OO {NO" .O' * -- ON D a s n U CC j n�g m gi - E o @@= o c 2•q E`o - m m m^« 222 v ,7,a'yoo is.Eli c S o a 42 c FF o z o m m S v g c c s y c 8 , a ..v m m a y c g .7 o- U'v S O C C° ° p m 0 d « m a o N N N D 1,0 m m E , >.9 2 2 E S S 2 2 co?0 a p j n m $z ncm 2 .0 . N m 8 c > '� 0 q`o o Sxa== o £ m �-2 £ r SET, o cda a a6 ( po 3o8 f oa r �.^mm 6x6 5 -mcq = a $q 3 0 :c M = m N N q m O m C L mC .5 m O 0 2O m m m q 0 c ° m O a'LL 2 a Ca.L.1 t m' W '- Q� I m W ; ! 2 C, = 09 m 2>s'y co,_, 99 8N .32 m p. L 4 C G i O i i}i.��� O x c = 6m. .m.. O �m C a N 7 -N m U.JTT T p C C 9 m w L m 0 2,, a 7.i O p LL N V/ 9 q O z%W J y °m Qm m t°p or 6$n q g m q 7, 'd LL '0. = E- g 5 m$ - g t- 0 0 0 0 m y m a - a n ( 0 0 °8 w m o W E u m C C O p C = q C N O 34z ost,- c mw m� m m m '� 3 = o co CN e62602 O� wL c £u0 a= E m a c J N m E c 0-2 ,c c m 4 G E K m o m e G w c q ° mQx'Olin ; cm 00 `o £ FjE np d m.. ca3nm m a E' E a Olin_`o � ¢` 'c z= z o a LL �uu c m�._ ` E o m E m p � �'m Inca m a � c Tmo2° qw 3 C m 'oE o QE= F 8 J o Q a ci._r LL a aN =�.4 N cm ' O E > m 136f0,2 iqB .J _ Q Q z s a E3 Q ;em >. $3�$ 0 N m §a te C N C F cim C a m Fo�- C m .;C �_ O L y m N € Z 4 U fn R . Ua TA. y S C= O G O' 13 fn a a L` 0 0 O G Q H f C 9 U m M O p N ls $ . a..9. , ~ mQ m C C. . - E O U Y G m l0 N m L @ QC ' J - N m o E E c a 5 u °. •• = U N O v 0 , C m 0 m? .q c o e O` �- V Cl. om o wf O <a N o vC? O.'� . ,-, i.e m m D oc„ c o c p _ D EL« E o mm $ ' 5 co _ am a,c `zmvN z $ U i o q r 5 0I ^6 CO < c v S 0. m aOc £ piM = .2 ^c - ou2 ' vmoy«2jO. .1 ¢d € q amc °°o = 4 a o a m m 6,l'W 111111111 [ � �O• C co 0->s d g p e. 3 Nd W E C NN NO 'O $ O e<' § "a ' •L r O a mmU n a n y c o m % o « Lm N R c a i i o Q - 8 a LL 9 L t °' % o z 8 a o o a m w LL c h m ,• 2p. a 'o w C m L a LL m m • q q C s g K EEq , 6 ,05 ,2,..° O - E £ E a` ° o° , ro m n o 0 N w L. a. o m g ,. 2 _ tint' A. E - ..0c 3 aa 0 0 o W . c NcLW , m a N =z oEeQ N of c L E i.ni.; 67. a U 0 h o a o o E - .0 m t , 45 E wg8 «LE 0 w =omLZ" ac n cU r „ 3 o 0.0'.ii ppRovr £• O HIHI I.- SEP 1 2 2023 , . ' m �� nB a° 4▪inva o �,.t.,, MASON COUNrTY DNVIRONMENThL HEALTH JBW Subsurface Drip System Calculations& Specifications Travis Ames Parcel#32234-50-00006 12831 NE North Shore Rd Belfair,WA 98528 3.00 Length of Supply Lines Flow270.00 Number of Bedrooms From Header(loop system) Operating Design Flow 360.00 lat# ft. 2 Soil Type 3.00 1 supply4 Soil Ap. Rate 0.80 2 supply 3 supply 6 Required Square Footage 450.00 4 supply 8 Designed Square Footage 450.00 10 5 supply Lateral Length (looped) 90.00 ft. Number of Laterals (looped) 5.00 ea Dripline Spacing 1.00 ft. 1 return 4 Emitter Spacing 1.00 ft. 2 return 6 3 return 8 Dripline Length Required 450.00 I.f. 4 return 10 Dripline Length Designed 450.00 I.f. 5 return 12 Emitters Required 450.00 ea. Emitters Designed 450.00 ea. Lat total 70 Header 6 Transport 90 Emitter Flow Rate 0.42 gal/hr each emitter Return 90 Design Flow Rate (#emitters x .42) 189.00 gal/hr. Total 256 Flow Rate (gal/hr/60 min) 3.15 gpm Minimum Doses/Day 12.00 On Time (total per day) 114.29 min/day ��•. �`. OTime(per Dose) 9.52 min/dose 0 •:��i n o,.,,II, • .. V� ill Off Time between doses 1.84 hours ,;j% siooa 4YZ PAULA JOY JOKNSON el APPROVE1, ,r. .,, SEP 1 2 2023 : ;. MASON COUNTY ENVIRONMENTAL HEALTH JBw now Subsurface Drip Looped Distribution Drainfield with Supply& Return Manifolds �c ScwL'� 5`` / -ro-rk4- d Q c .�v,.. (La-�re� �,'c�.r� CSee A4.-A 1� S. l 2 6cev 2 \ r A lt4.4aCwc ) Ckt)/ ) l ° 1 " Sc-;,:A,.ED I fz." Sdi4o 0 FCtAcr L-ti�s ! Sl i I 1 CS) 9 _ �3L ,.� , ,,,, Ks_ i-E, - -n S ,I . . "p 4 .ot`h-.'ter, L,' • ( i `',': PAULA JOY JOHNSON 3`l� EXPIRES1 Notes: • Install Dripper lines as level as possible across the contour grade p p r ', 1 t 7 '- • Divert all surface water away from the drainfield area • Air/VacuumSEA P Relief Valves are to be installed at highest point in drainfield ' � f't�,i MASON COUNTY EN'JlROR;;;r_J'a ;1,,. JBW 6 4-1t Subsurface Drip Systems-Recommended Standards and Guidance Effective Date: July 1,2007 Figure 4. Looped Drip Distribution Field with Supply and Return Manifolds DRAINFIELD SECfIDN NTS TYPIC . FLUSH Far OR MR VENT (SEE DETAIL SREET 17> TLUSH NUYlCR Or SUI/LY FLuM CSCE Faa TOP or SLOPE RETURN E"� RETURN PLACE MANNI Lis a APPROVED SUrRomPPLY 11111 11 E vwE ` KADER/fIAlRFCLD - 1 - - - _ - (SEE DETA0. rEET 17>S • e _. - --- . - 12 PVC S!C 40 - ?- r = -- 1 .. • fCC P115 AL) - _ • r _ -i�� .. -.• _- . .. - - - . ire• PVC SSG 40 • '• - • , _ ' ati 1. --- qr.sem" 'sore-miIPER J \ Lew CpWECTIOR IACS%RN 0.61 CPR PRESSURE �-LC T$ VARIES PER ?LAN { / SCE DETAIL THIS S1E£T> ill COWEN:WONG DIVERS (TYPICAL ERGS ZONE) \ i' TRENCH EXZAVAT ION LOOPED DISTRIBUTION FIELD SALE, NTS trim: 1) INSTALL DRIPPER LINES (AS CLOSE AS POSSIBLE) LEVEL wfTH GRADE CONTOURS. 2) INSTALL BERMS OR SWELLS TC DIVERT STORM WATER RUN-OFFA . PPROVE i SEP 1 2 2023 MASON COUNTY ENVIRONMENTAL HEALTH DOH Publication#337-015 J BW Page 37 of 52 immomenmeligoommillimillialr 1 • .; ; i . I i •1 . I\ •i • , -1 • _c.L.... /--••\ ._.. ,. ,: • 314."Fitter '3. 147 GPM 1"Filter i Maxim=p=sic.e= WO fei 2.4.8 cq.az- atar mg= 5.26 GPM 1 S.&CO-/33. K11116W23 po2so= 140 7.311. 3 . .t 8 Vie Ige.-6zsurfiece vs= 48.91 14.in- ! NgrOdeig 9 5.her Rit.d.g90611=C: 2(11 en.ict. ; Igreiglit i/alga= i ba.pcen sal Widsie 5 111" IS 24 lbs. likierr &vac= age male camocarioac 6 Ttsr ; lix,:1411:gwr.-0,brlidge I laletkocks Tams= I'axe 25.447XCC I I 364014 fispabc= 25A46-MCE 1 ,Add Nock= 1 • t $ Netaftm Tech Filter Charts. i . . .- .„.... .„. ,- ...„--,....--_,.- , ... ......4„.. .......__:_,..... ..-.-_____..--.., • , ..--..,-,:;,...•••,„..-....„,......„,.. .1 ...-• ., .., .„,..!....-.......,..„..,_,-, „.......::„/.........-.-• .-•••••••..••••••„.---7::.-• ,,--.;•-'<,s..._ ...-•••..... , ,•••• .„.••••':„....":„........,...... v•••••' ..."••....'„....,-.„..- .... • ••••• .•••••,...---%"•1„.....,,,,-.•,..„..- „.:•,..• ,•-,• .....^....,, .... .... ...,.„.".•„<„,-,....„,• •-•:.„--•:.„,-...„,•.....,••„.-. .••• .•-••,---••••I'.../.•:....,-->7,•••‹.---. .../.•••„.•-•••,.....-'1„..-•••••,..„..-‘:...,...... .,1..--,••• ..". .•• •....••,..,• ,••••••••••...,• .'.••--••.. -'••••-: ..--11 ii--..„--..-•-•...-..--:.--•=-...-- ."-ck.-..-„:„.--:•>:;.--.....--...........--- • Fates Fabric-. .../..--e:x•-_-•-„.„---•.,.. Valve - ...... -----,; (-0-313 PSI•,„,x-,.„..-„.„-- „..,„.• ,. , ; adtend SI ,'" /e.;''''-%..S1/2.....'1....',..„,"• 1 •- • _•-•. Pre5Silre:.---\\,...--•' . •...,•' ••"" .''' I • ` ---• • •'''' '''' - -• --"*.----1... ,--' •--"..\-.. ..---...../ ...,./......---....,,-• .,----,-1----).- Gauge ---,------'),`• ---•--• ,.'..... • ; .• Vi .•• ...- -• •- •• -.'iiii•;_ .:--' .••• ....---• - • _- - -- , • ri To Tank•4Io. ,, • ,- , • -_-i ) ( s- „,-• ..-„ - • •( • , ..-- - .---• .- .- ---..- „...- _„,„ .,.... ..., ---..- --- ...-- ..- :• ---.---''.. ... ---------' -- - - --....-.:„..- -• -•••...• -..—3/4r,Mager Meter for. , ,•'`•------• .--- - •-1, .-- --- , ----.....---4.-•,•-...,•--..-.-.-- .---..----.„-- --,, Reclaimed Water- -- , ,-- --- , i ,• ,•;. .--....- „---„--,„--„.„,-_,.. ,•--_,...-.::::4;•:6•11 rt.\,,, •••-",..----..--' • i •.--.....••••'-!;...•"--....':..----.2 1,-._ „.7-11,6. .../.,; li To Field ; .--- ....---;:,---.-- --- ...- ., • .! ••e- z I .- ......1-...--.....--, „..• „.. • . ,• ,• ,.- . „or, .-- ....- ...., ....- • r ...., ...e. .,.. .."' , ,... _.••••7 ...-.• ,,•••••- ...-• ... -. ...‹--T•••,--%N., -- -•-• ...,<,-;.:-•-1,.•--,-. " ...--7 LP'' ''- •' ..•••'•':::,-.;.7....''''...,..li-i'.4\.•'' '- .-0-100'PSE,:•-•-•.(:. .iii ,-.-•..,".,• • •' .--' .-;! ..--''.-<...-1 • • .•'t, "... /-- ' 1, ,PreStXtre.--,•-•'..!..7 .;) _...-- •1„. ' - .'" ' --.,?„.---...--- _.....•'''''V''E\' •Iii!. •-- ^ ; , • --. Gauge --',---- •-c., 6 -:•--••I°Union----..----.--lei„-'' ..:[....•-'-•'-' ' ,---..---...,...:1/..\ . .:0•.,....- ...-- ...-- ..,..- ..„....- .--• . ....•.,.. •is..\, I ........,:..-';.--. ...*:;,-.),: •.:: ....,"':-..."--:,......e....../ ......" .4,\4 ,..,..---. ., -"'.....„--•-:.....-'). •'''' .,". ...L. rt. ‘ ....i.g '.....,...•.....,•,\\:..."'....•••',,,... ....... , i:LI 0 From Purnp ; ........s-- ••• • . •••-_,---..„.,-;,_.•••,... ---.---.. • - \• --. ..-• -• .• . .c....s ....., ..... _,.. .. ... .. .- ....."... ..... ......,>,:„.„2"..,........„..,.-......... ..„.... ....,,. ..., ...-- ,..---....../. ...-.N. .--......- !*-,•--.•--, \ ••"-. ••"-- -•-• -• ' ---•..-• • / • •--. ••-•• •----•- I.,'-.••••••_....-•..... •'N,* •- ••••••--)•el-'----,---.-•-••• ,---1'Tech Filter.----------, ,--- --".„--- ..-- ---•--- , \ <N.,.. - --.-- „--- -,.,-. „,„--• ---- ••- -•" •- - •--.---- ----,---...---* „,----;.„26,\ 2,4,a lo• • • ..... .••""e ./. ..,-...../.1..., '''',..-'...„..-'-....^• •......';-.. '1.---'-'::-',...:1-.* ;<....".' -----' --".- ... •--;.--- ---....-• --...-- •„,..--•-•-•: .-....1-•„5-.•--,•--•---.-----..--- ....;.:•,,,•„.„•- •-..„••-•.,--. --- ...-!•7., .• -- - ..••'_„---__---;...---....--'.-:„--,:---;,----72.77_ ------=-- •--- ---' -'. -•--',..-• ,•-;.---• • . I HD Fowler Continuous Flush Hea.dworks , I 1 I I The main components of the headworks are: • 1"Tech Filter P P R 0 V E c• . ) • Three pressure gauges • SEP I 2 2023 COUNTY JENBVIRwONMENTAL HEALTH 3 • MASON t6, 61€AE' Subsurface Drip Systems-Recommended Standards and Guidance Effective Date: July 1,2007 Figure 7. Air/Vacuum Relief Valve in Valve Box with Gravel Sump FPISH GRADE = _________ r Mee VALVE ECX More AR VPLVI�T R8ff AIW WICLAIM PELF ''''i .--'''''''.4 \I Tw E cT r+cr eE --.40 1/r PVC COUPLING crxT; TTIAN dFaPLnE LET /rStecaoPIFFLE ----."r! (LaCT)IAsREQUIRED) i THREE ORM �' •lbI% 1 fig••' PEA GRAVEL SUMP — ..- -,-i —_1 0 I --_L_ - I PVC PPPC MC AT INN 1 I 4i24.1rV•ikre..xL C.7`4 sna/50-a. 0.,,--(k PP-4r&-Pt-N- - C2) — ik" " " D SEP I 2023 MASON COUNTY ENVIRONMENTAL HEALTH DOH Publication#337-015 J BW Page 39 of 52 re;:; 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 an ' intermittent sand filter or mound system • • Rainwater harvesting systems • 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 dripperiine 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 -I-Long'without repiumbing • Water Meter. • Designed for reclaimed water for long life • Easy to read dial 0 'J pp 5E? i 2 2U23 ED MOH Cf3UH"EMPONMENTAL HEALTH vo cAc— Specifications: • Filter. • Mesh: 120 mesh (130 micron) • Filter Body and Cover. Reinforced Polyamide • Disc Rings: Polypropylene • 0-Rings and Seals: Nitrite&EPDM • Clamps, Spring and Bolts: Stainless Steel • Temperature Range:-40°- 160°F(-40°-70°C) • Maximum Pressure: 140 psi (9.65 bar) • Meter. • %"x%"brass • Analog dial • Gauges: • 0-100 psi range (0-6.9 bar) • 2%", glycerin filled Wika pressure gauges 4 • 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 —ae' --e t..,..........._..±. ice111 I Corporate Headquarters 13440 S.E.30th Street Bellevue,WA 98005 Phonc: (425)746-8400 Fax(425)641-8885 P R ° VE ' www.6dfowler.com SEP 1 2 2023 MASON COUNTY ENVIRONMENTAL HEALTH JBW 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: Ili1 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:UV7". • resistant PPROVE • Tubing material: Linear low-density polyethylene A SEP 12 2023 MASON COUNTY ENVIRONMENTAL HEALTH JBW EXPLODED VIEW OF BIOME DRIPPER Bottom View Top View Large inlet filtration area bottom of dripper) Dripper Outlet (top of dripper) WOO physical barrier separates where water leaves the dripper from Chemical-resistant where it leaves the tubing. molded silicon diaphragm O PDrippers Top View T TurboNet wide SEP 12 2023 �� pop of dripper{turned over)r 1 how path NNTY ENVIRONMENIH�HEALTH jBW 41111111.11.1 :" ( 3 httpl/www. muse.coin/wastewater/produc /bidine-dripper!ine-tech 1/6 DRIPPER FLOW RATE VS. PRESSURE 1.0 0.9 r 0.9 GPH 0.5 ' 0.6'PH � f � rCE E i • 0 ` G.4GPH� 0.4 0 0.3 Y l. - Y 0 PRESSURE 1,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 Biolinee 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. I 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. r. PPROVE '. Y SEP 1 2 2023 ;. . MASON COUNTY ENVIRONMENTAL HEALTH JBW • f �.com/wastewater/prcduc5/bidine-dhpperi!rte-tech 2/6 Multi-Stage Effluent Turbine Submersible Pumps ti w W W PUMP?ERFORMANCECURVE I PUMP PERFORMANCE CURVE PUMP PERFORMANCE CURVE i 27 GPM s 10 GPM 19 GPM •114"NPT DISCHARGE 1 1 At'N PT DISCHARGE 1%"NPT DISCHARGE %- 32G 11n HP-10 STAGE I 120- 4W- 1 1 300 112- 34 2183 0. .1 1 12 S1AGE I I J 86- 360 80 260- l 154- 314 HP %- 72 i 240 7 STAGE , 80 ,260 %" 760 66 200 ■'� 72 240 s 60- in HP-8srAGE ��, iHP•7STAG'e n- 240 ��� =11.11 220 48 SO ` 64 Zm- 3!<HP 1nnP•6 STACf € a0• 1,nH _�'. 0 64HP 2 t20 5 STAG = sb- ISO oi6- 160 1 3. ���� V 40- 120 0 48_ 160 1 n- 0 24 80 ■��� ` 24_ 80 I140 1 16 40 • 0 40- 1r1 HP.4STAGE i I 120 e 0 ■ I I 32 100 I 0— - 2a 30 2 4 6 i IC II 1 16 1e 5 '.0 .. GAINS GALLONS I I t 24- E0 UTERs 0 8 76 34 40 00 66 64 LITERS 0 20 40 6C SO 103 FLOW PER MINUTE 60 o FLOWPERMiNJ-E 015414 16- 1 C 154 t 40 6 20 Par!Number H P Voltage Phase Amps Stages -legit . 0— I 15 25 3U �5 40 n 5030-0035 12 115 1 120 6 22-32' GALLONS D_ 5333-0306 12 230 1 6.0 6 22318' LITERS 4`0 64) Ii0 1'00 120 140 C.DI 5030.0007 12 115 1 12.0 8 25.114' FLOW PER MINUTE C 015045 1— 5330-0076 1/2 233 6.0 6 25.114' 503000C9 34 730 8 C 12 29 t5t 6' e2± PUMP PERFORMANCE CURVE Part Number H P VotaSe Phase A-ps Stages Height m 35 GPM E 5031.0005 12 115 1 12A 5 21-15t16' C.` QU— - A) - 56 7 NPT DISCHARGE Q. 180- (�) 5031-0006 12 230 1 6.0 5 21.15/16 1-1I2 P 5SiAGE 5031-03C7 314 230 t 80 7 251r16' 4e- 160 I a e- 5031 OOCB 23C 1 9 8 9 28-1/9' 140—1 HP•4 STAGE'120 Part Number H P Voltage Phase Amps Stages Height 40- 5 332-0005 12 115 1 120 4 2.-.116 • 5032-0006 12 230 t 6.0 4 213115 32- 100 �4HP-3STAGE O 5032-0037 3/4 230 1 8 0 6 24-3116' II I.'" 50320006 1 233 CV1 9.8 7 26-7i16' 0 24- 80 ire HP-2STA3E 51V-0009 1.12 23C 1 131 10 30-3/15 60 - 1 16- NOTE: 55&85 Part Number H P voltage Phase Amps Stages Heigrt 40 GPM also available 2 5033-0005 12 115 1 120 2 18-7,8 for engineered sys- 6- O. 5033-0006 12 230 t 60 2 18,7,8' 20 terns. See FM2091 • 5033-0007 3/4 ) 1 8C 3 201;4' and consult Zoeller o Technical Service 10 20 30 40 50 SO 4") 5033-0008 1 230 1 98 21-9n GALLONS 5033-0009 1-112 230 1 131 5 22.7,>S Department. LITERS 0 40 63 120 160 200 lFLOW PER MINUTE 015044 ALL ZOELLER ONSITE PRODUCTS MUST BE INSTALLED IN ACCORDANCE WITH PLUMBING AND HEALTH DEPARTMENT CODES. Distributed By: '.1 P P R 0 V E , t. _ SEPI % i/ , . ,.._10 1 2 2023 PU/Lff TO_ MASONCOUNTY ENVIRONMENTAL HEALTH 1-800-928-P U M P J B W vvww.zoe Ile r.co m ©Copyright 2007 Zoeller Co.All rights reserved. 4 / J-Z iD VBIT RYD) Dux.PORT AERATOR^` moan 1 it • ri tc .1 'i i ' I.PVC -\ i ,ik.,.._..... , y a s. r TEE -avc SLUDGE i 1r RETURN UNE —' rwe -, 1 pm IcceitAIIIIER s aaErerr NG�G PAertr.417 CALLOW MG:0 42 flw GAu PLOW ChP4 1 Y:ISO oAu WNS FLOOD CAPACT Y:494 GALLONS 0 C�1t1CM8Sr sr m GAL I sr 53' 4.--) t PPROVE • ° ti', SEP 1 2 2023 . .• • • • •• • 1r .;ON COUNTY ENVIRONMENTAL HEAL sAiW PARALEL O TANK WALL r t !RUM -L • A ` a SLUDGE RETURN is'TAPER SIDEMEN r•e.4t STONE-FREE NATNESc . OR COMPACTED SA= 1 )IFISTAL LA770li SSSTRNCTl0WS OYER STONY Sod 1)Extmaile tank hole vrt,ver5cai trails to 1 foot larger than tank cc ail of h a stony, g r 4. 2) beam at)brn of hate .cxra6 3•of cornpac!rand&ieve; �` out trllhs rase 3)fns tank in center of mote.keeping 1 It Mae s;lace on -- -----1 r ---1 1 al s L/ T12 grimier(sandy)sea*imp of hale clumps of day. I I waterproof adhesive. i Ij � P rI8)Awkern t pf ss test in Reid as re arael by 10ca1 II 7) approval to ba f,carefully bad with nave I fjuriederal. I 1r DER i 1 1 i sails over tap of Lark i TRASHY wham 11 I Wasnill 1 s)Final grads the surxv to avoid croreifing surface L J' J L__J i vow toward tarot -- r•28t ,,, AEROBIC TREATMENT TANK DETAIL FOR � ftte ��� _� ` : NuWA TER BNR-500 TREA TMENT.UNIT ,�� Wastewater Tr INC. 3/01/12 LT,,.� ' ` P.O.BOX 321161,Flowood,MS 39232 �.,F (877)636-8476 (601)845-4716 fax 1 W= 1.4 {f. . �y+rw.�snv�nK iS 0.6 I t ,, 411° !MLA NA/ON IL . .r : „1„ p icii isi ii E D a./ SAP 1 2 Z023 \ MA c eOtiN T v ENVIRONMENTAL HEALTH ,fir iii/-4 ....,_ , '\ los., _ti .� '%.. 0 l' " %. - ;;; - ii 0 15, f:111 itsii tr,;') 4111111! It:0 4111111.-:.• illibv.. tio Or C.)� rt (;r Y _II . :� 1: cr. `' tPT4 [1.17.0g/r foit r 1 4000" 1 .,, s /11‘ Id [If .. ., i PARTS UST NuWater NR Assembly Diagram . , H A.DUAL PORT AERATOR M.POLY DIFFUSER BAR(Z B.Yr RSA 90'W CLAMPS(Z} N.1'PVC(3'/T 5EC JON I Il C.Sir BARBED ADAPTOR X 1?NP i(Z O.1-SLEP CAP `% D 17 SLIP X u?NWT ADAPTOR P.1/s'CLEAR PVC HOSE(OPTIONAL 51 o E 1-STREET x 1/t MDT 13 sNG(3) O.'?PVC PIPE 06Y INSTALLER) I. F VI 90'ELBOW(3) R.1-PVC PIPE;SY INSTALLER; G.1-X1-Xt/PT$ S.r PVCPIPE(BYA STALLFRi Cli.(- Pi 1'90"ELBOW(3) T.1B'BARBED ADAPTOR TO 1E4-NPT(Z '� I.T X 1 BUSING U.1/I'STREET X 1/4-t�FPT$�NING jT r sAraTKtr TEE v.12'PVC CouPLSR Rz K.1'PVC CROSS W.T COUPLER(8Y IMSTALLER) L."COUPLER(SY INSTALLER) Revised 2/25/12 PPROVE SEP 1 2 2023 - ". MASON COUNTY ENVIRONMENTAL HEALTH JBW SECURED LID WITH GAS TIGHT SEAL THREADED UNION 24-DIAMETER ACCESS RISER SERVICE FISFI GRADE � VALVE• ir mom SEmC TANK — L - TODRASWIELD ANTI SIPHON FISH WATER ALIQGI LEVEL _._._0. VALVE• NORMAL TRIER OFF LEVEL WORKING VOILEENCLOSED + � { - lwOR FLOAT PUMP if - MOUNTING MOMENT SttROut)' — - CHECK VALVE• „,r 8EDINENTB rflll.I! au IE CENTRIFUGAL r F� PuiP cfu►M B QYPIC,LI ' NEEDED Septic Tanks must meet standards required by WAC chapter 246-272C and As manufacturer must be on Dept of Health list of registered sewage tanks. FIGURE 2 -'1 . - i WA foH Publication#337-022 Page 35 of 65 7 • Cyvw.w Septic De/sign/3 r NuWater BNR Pretreatment • INSTALLATION & MAINTENANCE j 5100349 :'0. PAULA JOY JOHNSON.' Subsurface Drip Distribution Systems ' urcr is mg( NEN- ExP+►Es 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. P R 0 E . SEP 12 2p23 COt1I\\�Y EWIRO�ME�TAL HEALTH MASO JBW