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HomeMy WebLinkAboutSWG2023-00121 - SWG Application / Design - 3/31/2023 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 SHELTON:360-427-9670, EXT 400 A .:.. BELFAIR:360-275-4467, EXT 400 Public Health & Human Services ELMA:360-482-5269, EXT 400 FAX:360-427-7787 On-Site Sewage System Permit: SWG2023-00121 APPLICANT DAHL Properties LLC Phone: 1.360.740.0345 Address: 261 Hamilton Rd CHEHALIS, WA 98532 OWNER DAHL Properties LLC Phone: 1.360.740.0345 Address: 261 Hamilton Rd CHEHALIS, WA 98532 SEPTIC DESIGNER PAULA JOHNSON -Arrow Septic Phone: 360-898-2255 Designs Inc. Address: 171 E VUECREST DRIVE UNION, WA 98592 SEPTIC INSTALLER JOHN GILLILAND-ARROW Phone: 360-898-4388 EXCAVATING Address: 1510 E MCREAVY RD UNION, WA 98592 Site Address: XX E Skyview Ln Primary Parcel Number: 322314400060 Permit Description: 3-bedroom NuWater BNR500 system Permit Submitted Date: 03/31/2023 Permit Issued Date: 04/11/2023 Issued By: David Anderson Current Permit Fees Paid: $525.00 (additional fees may be required upon installation of system). Permit Expiration Date: 04/11/2026 (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 Drainfield installation not to exceed designed upslope and downslope depth specified on design form. 4 Installer is responsible for obtaining Mason County installation approval prior to backfill of system components. 5 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to backfill of system components. 6 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for final installation approval. THIS PERMIT MUST BE ONSITE DURING INSTALLATION OF OSS. PROPERTY OWNERS ARE RESPONSIBLE FOR DETERMINING AND MARKING ALL PROPERTY LINE AND EASEMENT LOCATIONS. THIS PERMIT MAY BE REVOKED IF THE SITE CONDITIONS HAVE CHANGED SINCE THE SITE WAS INSPECTED AND DESIGN APPROVED. FINAL INSTALLATION APPROVAL IS REQUIRED PRIOR TO TEMPORARY OR FINAL OCCUPANCY OF ANY RELATED STRUCTURES. For Final Inspection visit: masoncountywa.gov/health/environmental/onsiteloss-inspection-request.php or call: 360-427-9670, extension 400. 1 1 i C. — OFFICIAL USE ONLY MASON COUNTY DATE RECEIVED lJ 131 " c U) , COMMUNITY SERVICES AMOUNT RECEIVED. _ RECEIVED BY a com o m Public Health(Community Health,''Env ironmental Health! 415360.427.9670.N Street Sheit rLWA S584 ear.40C SWG 2.0;.3 C00 V%\ o x 415 N.6M Street Shehcn.VtA9?50< z ON-SITE SEWAGE SYSTEM APPLICATION Jesse Carpenter (814) 421-4571 APPLICANT CNE I- r Z Z MAILING ADDRESS-STREET.CITY.STATE.ZIP CODE +' Portland OR 97203 03 8836 N Edison St SITE ADDRESS-STREET.CITY,ZIP CODE WA 98592 I �''' E Skyview Ln h1,yu 3 ! ;!'r+,a Union NAME OF DESIGNER [i p,OyE I N Arrow Septic Designs, Inc (360) 898-2255 Ry ," �' r_» PHONE p NAME OF INSTALLER Arrow Excavating (360) 898-4388 in I G, DRINKING WATER SOURCE 0 PERMIT TYPE(seteO one) ®RESIDENTIAL OSS 5 COMMUNITY OSS E COMMERCIAL OSS E PRIVATE INDIVIDUAL WELL 6 PRIVATE TWO-PARTY WELL Z I _,_ PUBLIC WATER SYSTEM TYPE OF WORK(select one) ®NEW CONSTRUCTION/UPGRADES E REPAIR i REPLACEMENT OTHER DETAILS Ise.IeC,an mat appiyj 0 TABLE IX REPAIR 0 SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE SUBMITTALS � I q '_OT SIZE0 A, L1dIDESIGN FORM(REQUIRED) SEPTIC DESIGN(REQUIRED) BEDROOMS 3 BR .56 acres o r `)\ EWAIVER(S)(IF APPLICABLE) \\t^Uc�'► �� DIRECTIONS TO SITE AND SITE CONDITIONS.(ex ICCF'U 9a1e) P av( I �� Take E Brockdale Rd to E McReavy Rd. Turn (L) onto E Union Ridge Rd. Sharp (R) at "Y" onto Skyview Dr. Gate is unlocked. Yellow sign on (R): "Carpenter". Drive up to the end to I CD o I o turn around. rn SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS, I O OFFICIAL USE ONLY BELOW THIS LINE UPGRADE/FAILURE SOURCE(fat repotting purposes) 0 VOLUNTARY 0 MAINTENANCE/PUMPING 0 BUILDING PERMIT ❑HOME SALE ❑COMPLAINT ❑OTHER: COMMENTS I CONDITIONS INSPECTOR SOIL LOGS ., in: !Z: 0-fir (S - c : G-3? BSc_ TH z: 0-`f% -6 ,, Iva-e,K-a-f ,si Z r Tr(' oECORDO. N^' ELATION REPORT VOIL CODES: A PRR P 0 L' S=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS r'\ DATE INSPE R SIGNATURE u DATE APPLICATION EXPIRATION DATE APoLICATION APPROVED/ISSUED BY 1UIV ZIMI 11 /1( /Zoz PR 1 1 2023 WEBSITE _EV ED12,7no,5 THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY SON COUNTY ENVIRONMENTAL H_AN l DJA DESIGN FORM—PAGE ONE Assessor's Parcel Number: 3 2 2 3 1 — 4 4 — 0 0 0 6 0 A design will be reviewed when 3 copies of each of the following are submitted: '1 Completed design form that has been signed and dated. '1 Scaled layout sketch,including all applicable items on checklist '1 Scaled plot plan,including all applicable items on checklist. '1 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 17" r ,• '. x '_ x ;" y.: M ATTON , ....;VV:` _`, ...; Permit Number: SWG .aoa.3- 1 2-k Designer's Name: Arrow Septic Designs,Inc Applicant's Name: Jesse Carpenter Designer's Phone Number: (360)898-2255 Mailing Address: 8836 N Edison St Designer's Address: 171 E Vuecrest Dr Portland, OR 97203 Union, WA 98592 Ci State Zip City State Zip V 4 r w: ,: ° ti 1:;__'i":.:'U.Siox-P, t4A:METERS: .. i. ,, in:fl'-' M Treatment Device ❑Glendon Biofilter 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter.Type: 'Aerobic Unit Make/Model NuWater BNR-500 ❑Disinfection Unit Mak/Model Other: 500 Gal Pre-Trash Tank Drainfield Type ❑Gravity l+ 'Pressure 0 Trench 0 Bed g Sub Surface Drip Septic Tank/Drainfield Specifications / Laterals Number of Bedrooms 3 t/ Schedule/Class Netafim Drip Daily Flow:Operating Capacity 270 gpd I Length 28.5 x 4=114 ft Daily Flow:Design Flow 360 gpd✓ Diameter .66 in Septic Tank Capacity NuWater BNR-500 gal , Number 4 Receiving Soil Type(1-6) 4 ✓ Separation 1.5 ft Receiving Soil Appl.Rate .6 gpd/ft2/ Orifices Required Primary Area 675 ft2✓ Total Number of Orifices 456 Designed Primary Area 684 ft2 V Diameter .42 gal/hr emitter in Designed Reserve Area 900 ft'-✓ Spacing 12 in Trench/Bed Width - ft Manifold Trench/Bed Length 456 ft✓ Schedule/Class 40 Elevation Measurements Length header ft Original Drainfield Area Slope 3 % Diameter 1 in New Slope,If Altered 3 % Preferred manifold configuration used? l 'Yes 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 120 ft Gravelless Chambers Required? 0 Yes It No 0 Optional Diameter 1 in Pump Required? Iii6 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 '0 ft Chamber Capacity 1,000 gal Uppermost Orifice Fir Higher 0 Lower than Pump Shutoff Pump ., 1114R efikW ��aged. Capacity C Total Pressure Head 9•6 gpm r a mElap"sn iC'1'eter lirEvent Cot�u ter Calculated Total Pressure Head 143.2 ft if Timer: Pump on 9.4 min ✓*pump off 1.84 hr Comments AIR 1 I 2023 MASON COUNTY ENVIRONMENTAL HEALT! DJA DESIGN FORM—PAGE TWO Assessor's Parcel Number: 3 2 2 3 1 — 4 4 -- 0 0 0 6 6 . , Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch O Test hole locations F2I Drainfield orientation and layout Reference depth from original grade: O Soil logs g Trench/bed dimensions and it Septic tank 0 Property lines critical distances within layout g Drainfield cover g D-Box/Valve box locations ❑ Existing and proposed wells Reference depth from original grade within 100 ft of property g 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 WI 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: O Location and dimension of Et Lateral placement with distance 0 Observation ports/clean-outs primary system and reserve area to edge of bey' Other Information ig Buildings g Audible/vi;•.1 7 .rm referenced Yes No Fii Direction of slope indicator g Scale of.r1:4.9.1. t own on scale 51 0 Design staked out O Waterlines bar i,-. 0 &I Recorded Notices attached Fg Roads,easements.driveways, r ..�40,74.„ . f, ❑ it Waiver(s)attached parking :• , ,4 0, \A l� 0 Pump curve attached North arrow and scale drawing ❑ l�Evaluation of failure .o3y ? :-� _ 51..349 shown on scale bar c' PAULA JOY JOHNSON' csb Non-residential justification L'1C SE 'i N 0 l�Waste strength °� ❑ L'Flow DESIGN APPROVAL The undersigned designer must be tified : ins Ilex at time of installation g Yes 0 No 71 S -ZS- t3 Signature of Designer DateA P P R O EVE D The undersigned has reviewed this de ign on behalf of Mason County Public Health and determined it to be in compliance with state and local on- ite a ations: ' ENVIR0NMENTAL APR 112023 ��Envir nmental Health Specialist DateDJA HEALTP DESIGN APPROVAL 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: ✓ 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 363742 MASON CO WA i si i'iiiieiitemen " . ih If •_• " 1 r •_ i.24'34-:4 `ii T`<.02 , :2,1 - p:00 �tla,lg 245.00 '205.00 a v.• L ,� , • • z __<— _ 4 • _ OBII Co a N S��.,-,. :, fi z $ _�• -m.� n °no N s V f �i.$� N - II 12,in Amin • iv n '.,-1. ;:.*? M t, _ �✓ \�� A� 0 N°I. 24 24-W G43.5! Z W r m ♦ 1 L4o.46 - n Y' O A '•i GO' to ", ` R 113 05 1 310.0° 2 e: T. i 1 0 N• qq r ie O m 0 o I Sa ' 0 `•, 0,^` Qp • a o w " 0. 0 O WI � tit� c. 245403 N 01.24"34 W 599•!L ! --7- - i z -�1 a".al. 4 3 O.00 i :24'J4'w n,_.._... w .ram 5T4./4 _ a3.y} _L - ,, _� ?" ' cr 5. 2 zI r a °. Sie•t N jio p:pr Nol 4o osw .•r- O -1 O • J` I Y- s. 10 10 t. E ',MOO N(� I .I. .1 o f 1� N � . _ NI I •;---:vi . 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G�ti C.cL S LO P VEGETATION-bLtw-e?_- O Audio-Visual Alarm E-l5' CoNSTRlA C.-II ON 22 Cleanout \ StTBA.c�. 0 500 Gallon Pre-Trash,Tank �DEV ELO'P \ENT 04 NuWater BNR-500 Pretreatment TanK O5 1,000 Gallon Pump Chamber ' .�A ® _ p 1 r� : ,e— 1 6 Subsurface Drip System Headwork I ' ,;.1W.`:•:No . I 4<40 1 ,� ,`.. i fri--5 %t•s,. A.41% 1 'V\. lip- ' ,AD c)tAilIAN 1 / / '•* I (:)------- i PAULA JOY rSIONJOHNSON •• I S La.pl tSb�SiGN) _ c. , , rods 5 l / DktP9 Zy I �� .�sv� / Ls�a� iJr; I zss' o I o J APPROVED a> 1 _- _ _ _ _ S'MIh APR 1 1 2023 +cr t32.(o. 70 MASON COUNTY ENVIRONMENTAL HEALTH 0 DJA Subsurface Drip System Calculations& Specifications Jesse Carpenter Parcel#32231-44-00060 E Skyview Dr Union,WA 98592 Number of Bedrooms 3.00 Length of Supply Lines Operating Flow 270.00 From Header(loop system) Design Flow 360.00 lat# ft. Soil Type 4.00 1 supply 2 Soil Ap. Rate 0.60 2 supply 10 Required Square Footage 675.00 3 supply 18 Designed Square Footage 684.00 4 supply 26 Lateral Length (looped) 114.00 ft. Number of Laterals(looped) 4.00 ea Dripline Spacing 1.50 ft. 1 return 10 Emitter Spacing 1.00 ft. 2 return 18 3 return 26 Dripline Length Required 450.00 I.f. 4 return 34 Dripline Length Designed 456.00 I.f. Emitters Required 450.00 ea. Emitters Designed 456.00 ea. Lat total 144 Header 6 Transport 120 Emitter Flow Rate 0.42 gal/hr each emitter Return 120 Design Flow Rate(#emitters x .42) 191.52 gal/hr. Total 390 Flow Rate(gal/hr/60 min) 3.19 gpm Minimum Doses/Day 12.00 h4 On Time(total per day) 112.78 min/day 6.y J On Time(per Dose) 9.40 min/dose `c' '• 4 Off Time between doses 1.84 hours Ilip 4a. 748,s,, fi I. �. - 5100349 • .4.) 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U o~ c o 0 m 2 i O m+ m0 -moo N m ,£om c 3 0 o E o e¢? m`Dp g ZavirEgmam m r w M 0 . m i.`C Y r= ma$$ -°inva 8 5q2) Subsurface Drip Looped Distribution Drainfleld with Supply& Return Manifolds ,- i V Q c+r.� f�-� -ri \k�`.A-CSee 8 4-1 - / 04/. . pt-ir - senS"--"Y ;\\seS-S-: k'•tla%9-Z4- (51 .N.11--- . 3 t fa 4tS-�s \11%.56-44k=" ‘i i 4, , ) .....,.,,u,.r.,,.....s , 2)4 4 LerstqA-1-9,-*E { ) ($ .& -¼ , 1 V 410 _t< . 2:3,5 r ) e--*" • Scc.izt1 - to ok t , , Crsnh2t...Z'�N. © S to tS Z* i•% •S S i APPROVED -�: 51 n0 a ';:gr) APR 1 1 2023 �P,++A.ULA��+aJOYY�J.O[HNSSO+Ni. .. •I~IV SC UrgiOi1VCR .1 • MASON COUNTY ENVIRONMENTAL HEALTH DJA Notes; • Insall Dripper lines as level as possible across the contour grade • Divert all surface water away from the drain;field area • Air/Vacuum Relief Valves are to be installed at highest point in drainf:eid Zo l.Nrr I 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 RPtC.Nt A POr VENT <SEE DETAR. SICET 17) FLUSH Mw/CR Or SUPPLY TD <SEENeAstot SN7 1R-` TOP OF SLOPE RETURN s E"Ks RETURN PLACE MANIFOLDS NI SUPPLY 1ii;i4i�i► V • lie PVC StCf0 ., t - ' - • •----- . .. . - .))- - - • - j f •' - - - _ _ - - ` r - .- - -\NN.\,it t/7'NON o i GPN RRIPPEiESSUR \ LENGTH VARIES PER PLAN f 1JIE5 NON 0.61 CPN PRESSURE COMPOISA ND POTTERS (TYPICAL Dog ZONES \ TRENCH CXCAVAT1EY7 APPROVED �nQE D DISTRIBUTIQNDIS i RIBllT au_ E APR 1 2023 SEALE, NTS MASON COUNTY ENVIRONMENTAL HEALTI: Nam: D J A t) INSTALL DRIPPER LINES (AS CLOSE AS OSS_SII WATERVEL WI TH GRADE CONTOURS. 2) INSTALL BERMS OR SWELLS C DIVERT Page 37 0f 52 DOH Publication#337-015 1110111111111. .• • • 1 1 • i •i / . ,, ,_....... o • , ,--, it 3...6,, ir / • ,----. \-i •: , 1 •I' i 1-1.7 GPM . I Aria'sum?sum. 14Orsi Sks=6:'ng surface acar 24814-ix.- !aawcielP 5-26 Gni I 5•&c2-12- , 1 lissilssem peso= 2.40 ri i - • • .t 8 ihif i i R6,4%swim asca 48.91 sq.io. IGSdebt 9 lie i likccisgicimxc: 268 co.in. Wiest .8 tbs. I ;Icerphr 8 ne APPROVE cod i Nricktie 5 we 1 6' : '14741s= 2A is• I/1 -en,lig (1:.511cliag cr,,,,,,••-••-•• W.6"sank ; Numbs= 2.5.445-XXX 1 'Dlitaltet 6:rm.=eat 1 oacsocckoca 6 list APR I 2023 MASON COUNTY ENVIRONMENTAL 1 i 1 Isicchada&goo= i•me • i 1 Maki Numb= 25A46-X5CC 1 i?Amid l'isumbcc 25A47-11CC : I DJA I i Netafini Tech Filter Charts. . . .- .., .....- ..---,..--......--,,,i...-- ..--....--,..- ,.....-_...--....••......• .r .••• .•-•-• 0/ ,....-.'......-"....../.....!......- ....-. ......,........- ...,... ......• ,. . _, . ....,.....- ..- ....• ...---.....,......., , ......,:....„-•,.....,..........' ......:„......,'...........›......›.,• .. . .•-• ,-• .....• ....... .....,1„,...-.......;->.--......‹,,,>...• .r.......„.„. , . ... 1 .•"'- .....".. ••""...,..---....••••:_-..;.••,•-•-•--,..„..• ••.-..•••-•.• ; -.• ., .../' ..,,,,......,' ._,../ • - • . . ...--- ...."...- .-• • .•--- •:,::-.;..,.----",-....,e4 .....,". ../•...4 .4.• .••••......• .>...._ ._,....•-• .....,,••••- ,..4 .,.. .......4 .....4.1„...-. .." ...., •• ., .-4 •••••• ....4.-...,. ;4- .04-,..7.• •• .•••••../-1..,..!•1.„-•••-.....,.."' .4",,,..•...>ol „.../,./4 ...., ..•.„,..... ..„- ..... r••.... ••Ban ..„--„....-,--.....--„,....-.....-• ...--„...-->••„....- ,-••_,...•,....• I 3 Layers of - .-",.2"•.';':----.---.- ---- ,-• . ,-- - ..- .- -- „...- ,.--......- Filter Fabric.. fr/, ,--•-,(----",„--2.---_,Valivel _.....-1:1 0-30 PSI•„.\\;;<--•-..„---,..„' ..-,:„..--7..„.•• , ,...• pressure:..-- ••\.....- . - -- plend 6° ----/ ---..---e'N'- '.---• "• I • ' i .., ... . .....- ,-- -- ..... ,/..- .- - .•- •• • ....--- ...- -- ,.., • ....- ...•Gauge .------•--v . • •• .-- Past Riser)--i.---.,-- ,...-- „,.•:..,,-...„..•:,..6imiL.sa,, ..- ...--' \--'" ---'....---...--. -•-•• "-.1-----1,4"..."•-'.'-'.'.- ...."•-• •‘'Lla ,... _.----• • \N.,.... /., • '' Frorn Reid \I. r • ,ii To Tank 11•0 -",="± ,--••••\ 1 • . _ . „.... .....__.. ,....„._,.......,_-_,...:::,..:-, ,--;.....--:----.1.-- ___•• „.„. ....• ,-.....,- „• ,•....„• , •- . ---e 1--...- ." -••••-. .. • *' '- *. *- --3/4n Mr Meier for • \,"-----„„<„,-- : . .---,...• ..„--_----_,---„..--..„...--__--•.-•.---- . , • . . ...- i •.-..... i '..-..-----.-----.--..---.--. * . -*---''-''----Reclaimed Water--•-•'' •1\•---..---,----,,,-- - ,--.,--i, • •-• .-- - •-•.--.,.-- ,--...„,--,- , *I -.,.-.....1K.--•:.....--......----;--,..-_,--.„..--' --,,,---„...-s'il4,-,f n•-•-• --•-•,-------'.. - -mom ! .----. 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"...., ..• ...." 4i'' -- • I ......'„ „.....",, .- ......- „ "--Ir • •, .-- .--- .•-••-•..., ...----,..<,....-',/../....,----*:.../.. ...-1.../........., ,•,,• ..... ..,...•,,, ... ..., -.,„.....„ .\..,,....•• ,,....•..,.• „. ,.,. . . . ..,... • • • --- ---"---s N......•'--- . `-`..:.•••-•*...----'.--\ -L''Tech Filter---- ---- ,.."... ---.,-------- --- ...- --.....;--....--;.---....... -.....*-:2 - _.•••---• ••- •- •- •- .--.-- ----... ",..--„,-.-/.-\--241., •.•-•• -•- \\<,.....„..„ • • • .- - ---• -- •----------.- ---- -- -- •-- -;„•-• • .,-; „..- „... ....••_• _.• ..,....„.• .- -..-- .„---,r7-2,,,,,- ....-- -- Ribbed Riser ...- .,---.....- .,--..,.-....„, „... .---...- ..- _..- _-• .....• .• • .,..--„..:-. ..- ....- „-• .„.. -• - .- -, •-•-• -- -----------.... -_,-...• -• -• „• ...• •---. .--,-..- • -....-• --„..--- --•..„-* - ...-- ,-- -• .-L•*;--*--- ..-. • -• ..-•:-:- ---•..---„------.---- ---.---:„.„-->--• --- -- •-- ,-- ---- •---_,-- --• .. - ------ -.---:-- ..- ...-- „.--,---„...--_,-,--- --- ------ . • •••••• -- -- ....-- ' -' •• • I I HI)Fowler Continuous Flush Headworks I The main components of the headworks are: i • 1"Tech Filter i c.' . ) • Three prE%ssure gauges 3 sPj cf. f)' arrmrrriII Subsurface Drip Systems-Recommended Standards and Guidance Effective Date: July 1,2007 Figure 7. Air/Vacnum Relief Valve in Valve Box with Gravel Sump —11 MEM GRACE C. _] ----- vuVES:IX I ARNACJUIll RELIEF '. 1\I TRAM DRPURE I ..-"-------4— coNpacwvAt.vEAIR77700:0wERRB_EFeE ,/2.INV OD MIME 1 1S ... .._ 1 ' PVC PPMGAte RftPG I 112"-Q-Ir‘d1/4"\.'N‘4"..4k_ Cr'( 8-Vtlf?). (X/**'-lik 1(242.-44-NI" CZ) APPROVED APR 1 1 2023 • MASON COUNTY ENVIRONMENTAL HEALTH DJA 9 0-6/2—(9 DOH Publication#337-015 Page 39 of 52 - 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 treated effluent designated for irrigation and other disinfected and non-disinfected water sources • In a treatment system such as and intermittent sand filter or mound system ▪ Rainwater harvesting systems • Greywater systems ", • Wherever effective removal of debris is required • Typically installed downstream of treatment process when used with onsite effluent • Can be used with domestic strength septic tank effluent with proper design and The PUHEADWORKS4 Comes operation Standard in a 24"Riser Features & Benefits: • Continuous forward flushing of dripperline keeps piping networks clear of debris ` D • Ready-to-install for ease of installation P P R O V • Comes standard in a 24" riser • Simply attach system piping to headworks • Can be used with demand or timed dosing APR 1 1 2023 • No electrical components to wire • Compact size fits in 24" riser MASON COUNTY ENVIRONMENTAL HEALTH • Centralized manual controls make flow setting easy DJA • 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 • 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. • %"xWbrass • Analog dial 1 • Gauges: • 0-100 ps range (0-6.9 bar) • 2'/,", glycerin filled Wika pressure gauges 1 • Flow Range:2-20 GPM (7.6-76 liters/minute) • Maximum Pressure: 60 psi (4.1 bar) • Length:24" (61 cm) • Width:24" (61 cm) • Depth: 13"(33 cm) • Inlet/Outlet Pipe&Diameter: 1"Sch4C PVC Application Recommendations: APPROVED • Wherever automatic flushing of a drip network is desired 12�23 • Any domestic or commercial application APR Ordering Information: MASON COUNTY ENVIRONMENTAL HEALTH Flow Range WA Model Number Description 9 PUHEADWORKS4 Continuous Flush Headworks 2-20 GPM • la N D Fader GYMS'' _ 1 ate_ at—. Corporate Headquarters 13440 S.E.30th Street Bellevue,WA 98005 Phone: (425)746-8400 Fax(425)641-8885 www.hdfowier.com _.-_-._ 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: 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 A p P R O C D • Tubing color: Purple color indicates non-potable e • Coil lengths: 500' or 1,000' (Blank tubing in 250') APR 1 1 2023 • Recommended filtration: 120 mesh • Bending radius: 7" MASON COUNTY ENUVIR NMENTAL HEALTH • UV resistantJA • Tubing material: Linear low-density polyethylene EXPLODED VIEW OF BIOUNE DRIPPER Bottom View Top View Large inlet filtration area (bottom of dripper) Dripper Outlet (top or dripper) .1111111 Physical barrier separates where water leaves the dripper from Chemical-resistant ' where it leaves the tubing. molded silicon diaphragm Dripper`s Top View Top of dripper(turned over) TurboNet wide flaw path 2 Lo h:tpJ/www.netafimusacom/wastewater/products/5idir dripper!ire-tech 1/6 DRIPPER FLOW RATE VS. PRESSURE 1.0 0.9 a0.L+GPH ' s = 0.7 --_ ___.__s = -5 - • ',Arm 0.s — 0.2 %PH i tr- 0 0.4 G.4 GPIs II 1 0.3 0.2 _ r. . ... 0.1 -1 -f - __ --._ __. __ __.._.--. - _. 0 I f ! 10 20 3£.► 40 50 58 PRESSURE(psi) Between G and 7 psi,the dripper functions as a APPROVED turbulent flow emitter,ensuring that the lumina! design flow is not exceeded at system start-up. APR l 1 2023 MASON COUNTY ENVIRONMENTAL HEALTF' DJA 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. k3o ht* ://www.netafmusa.corn/wastewater/producoline-drir:ine-tech 2/5 Multi-Stage Effluent Turbine Submersible Pumps r � W PUMP PERFORMANCE CURVE N E. PUMP PERFORMANCE CURVE 4 PUMP PERFORMANCE CURVE s 10 GPMui - 27 GPM 1 1k'NPT DISCHARGE 19 GPM 1 U4"NPT DISCHARGE 120- '�- 1 i 1'/.'NPT DISCHARGE 36- 320 11n HP-10 STAGE 112- 3q HP.12 S'4 280 ■ 300 eo E�- t04- 280 80-,320 - - 72 240 7lSTAGE , se J 64 �� �'■■ - 260 200 72- z CE 50 • � ■ 220 80� 1n HP.B L 56 1 HP.7 ST•GE R• 72- x.o la 64- 1nHP•6Sf 200 34HP k 56- 40 .p MIMI o 6STAGE 'o 40- 160 a 3 5 STAGE �\,■ 56 180 1X 1608 g 24 24- 60 I 1 161 111111.11WIA ' 16- d0 �- 1n HP.4 STAGE 6— W I 8 , 1 ��I 120 0 _ , _ 0 ..����-- 100 4 6 6 10 12 14 16 18 5 11 20 30 GN.LCMS I GALLONS 24- 60 LITERS o 6 16 243,2to 48 56 6.4 LTERS I • I I I . FLOW PER YINOIE 0 20 40 BO 80 100 N3 015413 FLONP82A8NUTE 015414 18- 40 I 8 20 Part Number H P Voltage Phase Amps Stages Heght o. E 5033-0005 12 115 1 12 0 6 22.39' 5 1 is 27 :0 35 40 GALLONS n- 5033-0006 12 230 1 6.0 6 32328 0UTERS is tc 66 do ioo 1}0 14o 5030CCO7 12 115 1 120 8 25.1t4' APPFLOW PER MINUTE O 503aoo08 1.2 230 1 6.0 8 25-114' R V D o,504s 5030-0009 34 230 1 8.0 12 29.15116' w w PUMP PERFORMANCE CURVE Part Number H P Voltage Phase Amps Stages Height APR 1 I 35 GPM a 5031-0 835 12 15 12.0 5 21-15/16'44 V 56- 780 2'NPT DISCHARGE U 5031-0006 ,2 20 1 6.0 5 21-15/16' N UNTYENVIRONMENTALHEAI,T G '1nHP-SSTAGE Cr) 5231-0037 314 230 1 8.0 7 25.1116' DJA 48— 5 1-0008 1 230 1 9.8 9 28-1/8' 140-1HP-4$TAGE 40- Part Number H P Voltage Phase Amps Stages Height 12O 5032-0005 12 115 1 120 4 2'-3/16 2 3,_ 34 HP-3 STAGE L3. 5032.0336 1.2 230 1 6.0 4 213/16 100 C9 5032-0007 3±4 230 1 8.0 F. 24-3/16' 24 • 5032-0008 1 230 1 9.8 7 26 7!16 2 — 1nHF-2STAGE Cst5032-0009 1-1/2 230 1 131 10 30-3/16 60 NOTE: 55&85 'B Pan Number H P 'Voltage Phase Amps Stages Height GPM also available 40 2 5033.0 05 12 115 1 120 2 18 7.8' for engineered sys- 8 20 G. 5033-0006 12 230 5.0 2 18.79' terns. See FM2091 5033-0037 34 at 1 B.0 3 20-1;4' and consult Zoeller 0 t f e, 5033-0003 1 a 1 9.8 4 21-916' Technical Service GALLONS 10 20 30 4o so sG Dement. UTERS . 1 . . . - 5033.0009 1.12 230 1 131 5 31.7b 40 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„) ffillW PUMP CO. I /I 42 10 1-800-928-P LI M P - www.zoeller.com Copyright 2007 Zoeller Co.All rights reserved. 4 Orenco Technical Data Sheet S Y S " E `.A S. Universal Flow Inducer Applications General Orenco's Universal Flow Inducer houses any Orencc high-head efflu- To specify this product, require the following: ent pump in applications where filtration is not necessary.The base • Class 125 4-in.(nominal) PVC pipe body rests on the bottom of the tank,and the mounting flange is epoxied • Injection molded ABS mountingflange a PVC riser.The flow inducer can be lengthened or shortened to fit Injection-molded any tank.The tee,which holds the mounting flange and float assembly • Injection-molded holster for float tree bracket,slides to any position along the flow inducer.A float assembly • Ability to accommodate flows as great as 65 gpm(4.1 L/sec) (ordered separately)snaps into the bracket.Applications include: • Pump tanks Standard Model • Disinfection systems UFI-4 • Effluent reuse systems • Cisterns APPROVED Materials of Construction APR 1 1 2023 Flow inducer Class 125 PVC MASON COUNTY ENVIRONMENTAL n�4�rng flange Injection molded ABS DJA Base Fiberglass-reinforced polyester ?x Specifications Sliding tee Dimensions x Float assembly Flow inducer diameter 4"nominal Mounting flange .. _•: 1 (fits 3-in.pipe) bracket Height 72"(1828 mm) T'P (can be lengthened or shortened) rj Shipping weight 13 lb(5.9 kg) Float assembly(ordered E separately} M Mounting ._—.__ -._ - _ _.„._. i t bracket epoxied to PVC riser I -• —Discharge assembly lai 4-in.flow inducer n: Float assembly L. ? I i 1 3/8-in.(35-mm) ! High-head inlet holes pump il Fiberglass base •Typical taste/fetich in pnscrere pump tank.Use screws to secure mount'ag brackei to riser while epoxy cures. Orenco SyTD-UFl-1 stems°Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA•800-348-9843•541-459-4449•www.orenco.com Nev.Rev.20 ®o3I-1 J5 tif LO Page 1of1 } .1sv7 d aviwl H SIN :g'N64'. 891-189 ton) =XV9 9 9L 1&S 09£i :3NOMd W.13,13 170986VM'amnotiO31 LV8180E CO8.O'd a Lt1£Li9 ONI DNI I33 ti1ON3 > 3 c rsommo,ava otwi 3L1fa� 4 CI w +�: :" i11i LLI • CIz moo;}a • Pz � • Y • • �t� • h as `lkpt el �. 274—11012,1 1:LUSO.0G a KK v 7 .1. vg it ., . r— ` • t f p a e t ., ,�3 It I n { � ! Via. - tedta s, a, Et Bz ° ��Ifs . C -fig ' x Yfrt` ; kk tDgo 1 '' }� �JiOQa p2 i • 7.4 '. AII 2^g; i$ 4 . ,frig • ; �aS t 1 ,,• , Q - y,, �SS in ��yynnr �.p'1. 5y ` T �. 7 ''v ' I w S �SN �0 Y?s^ apto ,., �PI "off-. � It ��aa�a}�� '� �� 1 < ����� • �����:� �_ •'^- ds C, I b `� rz ;r� a o 4 IDS 3 0 � Y a\ cow—, 416 lalC 8e-s 2z-.' .- - a ` gI L. Z • E _ -Rif • C 1 J- _ Of20 ) g-2- DUAL PORTA RAC-, � � ua ve�t�1 i as•w+z Y PVC(TYP) .�. 7-- , 4. ___.........._ .., ....7,4_ ,..........„,c a REDUCER s- NMI Ts ' 1 2'COUPLING hall z r PVC PVC SLUDGE . ! ate► CaPaarr1 TRASH c as OPERATING c i►arr sxs ores CLARFER ! ,.,.� PLOW : ,� ; mot:1. sr ("--- ! I Str as' °. • • r x yr ° Ei( TEE I ° ° ° .• ., • . . A 1 QpP , 1.5-17PER -44` fesT STONE-FFEE NATIVE SOIL SAND INSTALLATION VISTRUCTIONS V IRON�EN;AL H srorlY soa t)Froe�ee rare hole wdlt verGral wails to toot ,sRON COUNT`(END J A talk 2) beam ofJfoR!!dare is slimy,install3'of comae sane&k+vei X Sf. ait lath saint 3)Install tank i,mar of hole keeping 1 2 void space a. ;. —— bj At tank f�with fill et,raid space >oP aF 9g ( ace 281 of largo dkanps of day. I I i I i __r system, sax risers to adapters with 1 I I r II II I r� 8)Preform watrOphtr�s toot in fwid?t by io�11 I i 7)VIM IINFMmf to bad i, bedcfff wttt+native I i I tr RISER I i I i Sods over Sy of far& i rr r I 1 ;I 8)Final gradewakr so sic m read s L I' J L__J i MAN r.let ,,, AEROBIC TREATMENT TANK DETAIL FOR ���� NuWATER BNR-500 TREATMENT.UNIT �1i ENVIRO-FLO, INC. 3/01/12 . \I Wastewater Treatment redrrrorogies <?. .%`.i„•.0 -;=2 P.O.BOX 321161,Rowood,MS 39232 .ecxE (877)836-8476 (601)845-4716 fax 1 r= 1.4 ft. l`7 20 At Nit)NiAritw 1 E.:? . ..,-- _ ‘ ____________ - � ''_. N.,APPROV ED I MASON • ..-..NI-.''`,.—,...,-..'-' 4;).''''''0''N—'N4"-.. ...-7/ �,'`1, j COUNTY NV': 20i23' L HEALTH 1 • I I ei i INIP 4iiip ,. f;ip , If 0 0 .47 PIP i kill* ill 1.11 Id ♦. 1g/ .. : '.. N'.:1100... ...- fit r 4:1 _ <<. dilb ,y J 1"14116" • 1 ire IL lit 410a ea, r.'c, _. .,..1 J h 14r. A. 4.0000, I (;) qr %.* 1/ j t t':!:.ly-41) . L. ) - lii. II PARTS UST NuWater NR Assembly Diagram V I it ` A DUAL PORTA9tATCR M.POLY CIFFUSER BAR(Z I B.IS RUBBER SC'W CLAMPS(2) N.1'PVC(31/2-SECTION) C.348'BARBED APW'TOR X VT NPT(2} 0.1-SLIP GAP in D l?SLIP X 117 PVPT ADAPTOR P.T/0-CLEAR PVC HOSE(OTOMAL 5 4111, E 1-STRUT x iir le r WSWNG(3) Q.1/2-PVC PIPE(BY INSTALLS Er, F itr 9Q'ELBOW(3) R.1-PVC PPE(SY INSTALLS;') , G.1-X T-X TM-TEE S.2 PVC PIPE(BY P.ISTALLER) 41e, (` T! I'917'ELBOW(3) T.lir BARBED ADAPTOR TO 11a-NPT(2) 1.TX T'BLiSMtG U.if2"STREET X 1l4-N?T BilSi"ItNG(2) 44 i r SANfrARY TEE v.12-PVC COUPLER QI t'• K.r PVC CROSS W.2-COUPLER(SY INSTALLER) L.r COUPLER(Sv WALLE R) Revised 2/25/12 APPROVED APR I 1 2023 • MASON COUNTY ENVIRONMENTAL HEALTH DJA SECURED LID WITH GAS TIGHT SEAL 'THREADED UNION 24•DIAMETER ACCESS RISER FlIIlEH GRADE �_ _ SERVICE VALVE• • ate, FiIOM SEPTIC ri yi --�- TANK ►TO ORANInELD -- - . ANTI SI MON NMI WATER ALARM LEVEL --.--_ 1 VALVE• �t1 NORMAL TIMER OFF LEVEL WORKING VOLUME • RNLI r = LOAT STEM �► - FLAT ENCLOSED PUMP - . MOUNTING s r SHROUD• �" , - .c ECK VALVE• lcam-0 _._. _...._. _._ 8"I ___ r UeO� '=''fftf It sued CENfl1IIRIGAL PUMP CHAMBER 'As NEB Septic Tanks must meet standards required by WAC chapter 24 272C and FIGURE 2 manufacturer must be on Dept of Health list of registered sewage tanks. .... ....y,.._1.1:Y.:.m1,_nr> Noe 15 of 65 7 Clivu&i SepticDe/sign/3 , a 4 NuWater BNR Pretreatment ;- . INSTALLATION & MAINTENANCE 510(,349 ' PAULA JOY JOHNSON �\ Subsurface Drip Distribution Systems E .•EfOt iGN • 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 of .to of the pump. 22. Please Note: When you begin using your septic system,A t y .- V:€115 to discuss setting up a schedule for your required Operation& Maintenance on your NuWater pretreatment system. A PR 1 1 7fl23 MASON C 2e 20