Loading...
HomeMy WebLinkAboutSWG2022-00627 - SWG Application / Design - 12/28/2022 (2) M AS0 N COUNTY 415 N 6TH STREET,SHELTON,WA 98584 1. SHELTON:360-427-9670,EXT 400 BELFAIR:360-275-4467,EXT 400 '` s Public Health & Human Services ELIv1A:360-482-5269,EXT 400 FAX:360-427-7787 On-Site Sewage System Permit: SWG2022-00627 APPLICANT GOGUEN KENNETH JOSEPH Phone: Address: 2260 DIVISION ST NW APT 17A OLYMPIA, WA 98502 OWNER GOGUEN KENNETH JOSEPH Phone: Address: 2260 DIVISION ST NW APT 17A OLYMPIA, WA 98502 SEPTIC DESIGNER PAULA JOHNSON Arrow Septic Phone: 360-898-2255 Designs Address: 171 E VUECREST DRIVE UNION, WA 98592 Site Address: 1510 SE Crescent Dr Primary Parcel Number: 319045100114 Permit Description: Adding tanks to existing OSCAR Drainfield Permit Submitted Date: 12/28/2022 Permit Issued Date: 01/04/2023 Issued By: Jeff Wilmoth Current Permit Fees Paid: $240.00 (additional fees may be required upon installation of system). Permit Expiration Date: 12/28/2025 (based on date of inspection) Permit Conditions: 1 Horizontal setbacks per WAC246-272A-0210 must be maintained, unless prior approval is obtained 2 Permit must be installed by a Mason County Certified Installer unless prior written authorization from Mason County is obtained. 3 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for final installation approval. 4 Proposed development subject to zoning requirements and approval by the planning department staff per Mason County Title 17. THIS PERMIT MUST BE ONSITE DURING INSTALLATION OF OSS. PROPERTY OWNERS ARE RESPONSIBLE FOR DETERMINING AND MARKING ALL PROPERTY LINE AND EASEMENT LOCATIONS. THIS PERMIT MAY BE REVOKED IF THE SITE CONDITIONS HAVE CHANGED SINCE THE SITE WAS INSPECTED AND DESIGN APPROVED. FINAL INSTALLATION APPROVAL IS REQUIRED PRIOR TO TEMPORARY OR FINAL OCCUPANCY OF ANY RELATED STRUCTURES. For Final Inspection visit: masoncountywa.gov/health/environmental/onsiteloss-inspection-request.php or call: 360-427-9670, extension 400. OFFICIAL USE ONLY DATE RECEIVED: MASON COUNTY I ' ac co ' I COMMUNITY SERVICES AMOUyjREC E¢ , _ RE`:': COm Public Health(Community Health'EnvironmentalHealth) �J�t����.�' 1`y (/`7�• �j� .N.6thd%Qn�6Wor56P2:5a:4 ext 703 SWG Y G ��� - `C)G�T ' S 415 N.6tA SneY.•Shelro+l,WA 9858� Z 6 -13 ON-SITE SEWAGE TANK ONLY APPLICATION › > m �C I- APPLICANT - Ken Goguen (360) 561-8750 c MAILING AD CRESS-STREET.CITY STATE.ZIP CODE 1 W 2260 Division St NW, Apt. 17A, Olympia, WA 98502 = r SITE ADDRESS•STREET.CITY ZIP CODE FIT I co 1510 SE Crescent Dr, Shelton, WA 98584 NAME OF DESIGNER PHONE CD Arrow Septic Designs, Inc (360)898-2255 NAME O!=INSTALLER PHONE Q Bay Shore Construction, Inc (360)866-9200 <in 1 O -',,PE OF VsDRK rselect one' DRINKING WATER SOURCE 0 ® NEW CONSTRUCTION/UPGRADES 0 REPAIR/REPLACEMENT ❑ PRIVATE INDIVIDUAL WELL 0 PRIVATE TWO-PARTY WELL Z I 13 PUBLIC WATER SYSTEM COMPONENT(S)TO BE REPLACED/INSTALLED IV ElSEPTIC TANK IIIPUMP TANK 0 RV HOLDING TANK BEDROOMS LOT SIZE (II MI OTHER Trash Tank&NuWater Pretreatment Tank 2 .41 acres c r —� OTHER DETAILS(select au Mar appi'y) TAN!*.:S)SETBACK CHECKLIST Q ❑ SURFACING SEWAGE 0 EXISTING FAILURE ®SHORELINE © 100FT+PUBLIC;COMMUNITY WELLS I CD Fil SOFT+PRIVATE WELLS.SURFACE WATERS.STREAMS,RIVERS SJBMITTALS E PLOT PLAN(REQUIRED) III TANK CROSS SECTION(REQUIRED) 0 1OFT+DRINKING WATER SUPPLY LINES I Q ® PUMP DETAILS(IF APPLICABLE) 0 WAIVER(S)(IF APPLICABLE) fii) SFT+PROPERTY!EASEMENT LINES,FOUNDATIONS.FOOTINGS r I � PLOT PLAN CHECKLIST Q ® PROPERTY LINES AND EASEMENTS ® EXISTING/PROPOSED STRUCTURES ® EXISTING/PROPOSED OSS COMPONENTS AND LINES -'I ElWELLS WITHIN 100FT II WATER SUPPLY LINES III DRIVEWAYS/PARKING ❑O SURFACE WATERS.STREAMS.RIVERS.ETC... I --x © DIRECTION OF SLOPE!CONTOURS 0 PERIMETER!CURTAIN DRAINS t NORTH ARROW ®SCALE BAR I DIRECTIONS TO SITE AND SITE CONDITIONS'.(ea locked gale) Go out Hwy3 toward the South of Shelton, turn (L) onto SE Craig Rd and next (L) onto SE Cole Rd, turn (R) into Fawn Lake Community onto SE Crescent Dr, turn (L) at T and stay on SE Crecent Dr, lot is on the water side at#1510. Permit for tanks, OSCAR drainfield installed Oct-2020 under Permit SWG2017-00280** I OFFICIAL USE ONLY BELOW THIS LINE -----�(TT fin._._-_--._-""_--- UPGRADE 1 FAILURE SOURCE Itor reporting purposes) n0 ){ U E. ❑VOLUNTARY ❑MAINTENANCEIPUMPING ❑BUILDING PERMIT ['HOME SALE OCOMPLAINT ❑OTHER 11`�., (J COMMENTS/CONDITIONS DEC 28 2022 I By SEWAGE TANKS MUST BE LISTED UNDER DOH'LIST OF REGISTERED SEWAGE TANKS" TANKS MUST MEET CURRENT MINIMUM SIZE RE• -cMENTS.EQUIPPED+MTH RISERS AND LIDS TO SURFACE.AND INCLUDE AN EFFLUENT FILTER IF APPLICABLE). RECORD DRAWING AND INSTALLATION REPORT REQUIRED FOR FINAL APPROVAL INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLI AT!ON APPROVED/ISSUED BY DATE -e(D � *-� 1,....v.<2.75 itii THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE 1 ..= v::. ,,`.1:J...Y..:= i��.. a,a'fa. 5i:. 4ii40q-i:2 ' .z :- �A V I-a " . • Y � • * - , /a stbsornaudAserm ,.: • , \ 3 a-awl . . .. - 1 a 50C Won Prit-Tasb-Tan!k - -3 Italsiterlant400 Stetmeszneat Ts= Ls' .._ : -41 fir CD' ', 4:A c.g 1.00.(1001ISEOIFOCCIPOSMart • r Frei e et Y" g. . • ,•-•i j • VNI 1 1 # .4.- • ,I . O t S 4e' cfs 5o Imo` - \ - --CAN K 01\11-y . ;;;0. ---Vi_ c57, ‘. a ►i" il', \ np _ .3110'F-51—D0iULf c, b S • .014 .- �'/ f _ �y�-a;�-,ram •,*4 of RA+y n�\ piet) u e -\461gsz- e..... lik.,P• : .... it L D „,.7*; ,s, firri • r. JAN O It 2023 PAULA JOY JOHNSON 't 1 ' . ',NEW .trwamPE" + MASON COUNTY ENVIRONMENTAL HEALTH , JBW 0 r OSCAR-II • r, Lev, I Tf . . . If SEE HY{�Ik�JLiC LAYOUT ATT1�E�lED 1 1 I. ! k.;.2::..::*;;`";!:.i:::;;....::*:: :- .:.;•:: :f?:.::;:f?..:::::::.?.:•;;:i.f.i:::•6:::;-::•2.....- :.. ,. ..„. .:. . ..„s.::::: :•?...::::::,;1.?...c.. .::.. . 1:.:.;,..: 1 T te r a• : . Cam'] , 4 ill . ,. tr 7N s . ,, ., . ...,.: .. , .... . r .•X/.i-:iSJ:r3't1X13C/324.74:r`3^J.Y.u'1✓"A'/5=.. :h • I��.5•2S 'lf•'K.T ___ PLAN VFW' 1000 Gallon 1000 Gallon Pre-cast Concrete Treatment Vessel Single Compartment Discharge Tank LOWRIDGE ONSITE TECHNOLOGIES DRAWING ID:OSCAR-II SCALE:NTS DRAWN BY: DBM CK BY: JAVE LOWE I DATE:08.04.2018 APPROVEM .. JAN042023 MASON COUNTY ENVIRONMENTAL HEALTH JBW LOWRIDGE ONSITE TECHNOLOGIES, LLC LOT-HWN-.7-CON Manual Flush Headwork .75" MANUAL DISC FILTER PRESSURE GAUGE DF75-120 • t I ifr i 1 SUPPLY FROM PUMP D v ''! ' iI ‘1.: 1 i 11. //\ I' , ARAD 3/4" 1 FLOW METER A 17 21' 1 ti 1._ .i_ p , EFFLUENT RETURN < Y ` I y/%itittootikiii"- • ZdfAitli=4 16" - Plan View A n.t.s. d IN FROM OUT TO DRAIN DRAIN FIELD FIELD Specifications: (RETURN) (SUPPLY) •Filter: •Mesh:120 mesh(130 micron) •Filter Body and Cover:Reinforced Polyamide •Disc Rings:Polypropylene Q$ •0-Rings and Seals:Nitrile&EPDM Se)c •Clamps,Spring and Bolts:Stainless Steel •Temperature Range:-40°-160°F(-40°-70°C)•Maximum Pressure:140 psi(9.65 ba^� r,„.,,,,,•Meter: :.��•Size:3/4"Composite Plastic ■IpR•Register:Includes reed switch and measures in 1 gallon per pulse increments ` •Maximum Pressure:145 psi(10 bar) } •Gauges: JAN 0 4 2023 •0-100 psi range(0-6.9 bar)•2"Glycerin filled -Flow Range:2 'S GPM MASON COUNTY ENVIRONMENTAL HEALTH •Maximum Pressure:100 psi(6.9 bar) •Inlet/Outlet Pipe&Diameter:1"Sch 40 PVC •Valve Box: Jew NDS Pro Series rectangular 14"x 19"valve cox with bolt down cover Ordering information: Model Number:LOT-HWN-.7-CON Description:Manual Flush Headwork PVC SDP Pressure Pipe and Schedule 40 F�rrggss Lowridge Onsite Technologies, LLC Pipnatd.lilbnps anal;be rneaLdac4 6i.frocc YL_Lbe mr.cd ee'.r a Mal dxa tz12.4 4 A ASnel.0 1284 ,e :too „n r.abana c nizeio Eo;rr�Ca:ion(NSF)standards1<_a:d.61-PipeStW(be uon once size OPSi contdnVf41 to AST1!. D22411or oiaurerd pWn and ASTMJ2672:or. Lake Stevens,WA 877-476-8823 defied-endwpe-Py� 1e4Ct shall corlorr:ZAMA`"4 www.lowridgetech.co 3 ape and fr_nGs to beulatarleCj a�rdance w=manulactu:e.'S rccorrnmendab°.s and locale d`re"'t`m_t:a.Burs�"Ae 5"a"be msi 1n info .Iowridgetech.com accordance meta ASTMP_1666.Solvant cL-re mall conker=ASZY.D f4Rd or ryuvxlwr• ?year]°iszc a•r i'ftendedlotoressure apolea• anns wDee the twrnoera^:re o .no:.wa 0.4C'F. • . , I .. . m!►ni3Ovr SIN :3.,s 699L-L99 (09£) =Xdd 999L-L99 09£i :3NOHd 'et Na' •2?;• v0995VM'CNf1O2IO3111lf9 L60£XO9-O'd ill ys��1005 :190 a .ONI DNII2]NION] >13 al si£i.+9 r I may% _ I a 3 h 0e n { 4- c rtl t311? a g 1,5'`ylK T+: S V� M1.Z1V &<3ag 1 Y5i- > ::Z .- :anu�,scocs— z8 , _ b 1 x I r i £: tE t 4 l) • I S P ,a 1 Li.,......ri .,. G NI{!f { g i! <•-c'VrC I I (II f 5 ;4 c12 i� x� iFt=0-11 s %K (s,�2 v VY I ,/p za3�':a • 4 E'(//l,f,„:,___i APPR0V , R4 JAN 0 4 2023 ,� " iYg2- 2 r7 MASON COUNTY ENVIRONMENTAL HEALTH -. ): ? ' 6 JB - : >rsr �< N -. a i ( 1 }h§gt<. act d' r � I3 _fig rye 1 - ,4S2Y C r (-4 2, Y Ion 3 4$ y 'e T`� I gCS� �X"ti? T ^ 'i } Fri~ b u � ��Y: i ' 2 .• it = < M 'w. it ^9 r i Z_Ygc A� '�� ^«v' rd. i lL -��- �Yg _ iC ✓ r `.Q��, rryT� •fia [ y7 3 6s ,.� ,k�J _s_ Oi — i �j eS,L`' Y �c � .''�- j t�'�. 3 fr Q O �Os„� >i j <=j V6 ..y y `I pp t *},a s � �`�yis >,�4m a�rla�> iiiMMEY ,.: -io j,,—gin C C c i g 7 � ' v` yjjC�_''..jy`iy a^°r ,��{ ''� ly'f 2s -�s'��4c:t�ar i{jI M '" Z�bY E - -tt:-.3; f,Q j N !sip `'t Pi45; d A Gyat a��. �� F �6�t,��.5 i� i�_'f.`A'q / 9'-2" / • DUAL PORT AERATOR-, WATERTIGHT LID VENT(r'p) RISERS �r t 1 ��L., s, v._ 1•PVC(TYP, - 12'PYC. 36•MAX. t ° AIRLINEI MASTIC 4" _ 'r-'‘-- 1 2'COUPLING &REDUCER 6' C. • 2'TEE 1'PVC SLUDGE • 12• RETURN URN LINE I f 2'PVC • — I • TRASH CHAMBER j DIGESTER CHAMBER CLARIFlER OPERATING CAPACITY:417 GALLONS OPERATING CAPACITY:421 GALLONS CHAMBER FLOOD CAPACITY:490 GALLONS FLOOD CAPACITY:494 GALLONS 160 GALLONS FLOOD:19'.GAL. 66" 58' 1 54" I I o 0 0° ° ° 1•EE x 12. T 0 I I �, 1 •�• -'��x -DIFFUSc4BARS(2) 1r t3 PARALEL TO TANK WALL / 4. d: `�a JT 3" •. ,, } y. SLUDGE RETURN -- , JAN04 �61J / ���/ ' 1 s TAPER '.SON COUNTY ENVIRONMENTAL tsLp?vigvi J STONE-FREE NATIVE SOIL OR COMPACTED SAND INSTALLATION INSTRUCTIONS OVER STONY SOIL 1)Excavate tank hole with vertical walls to 1 foot larger than tank on all sides. 2)If bottom of hole is stony,install 3"of compact sand&level y g-2• out with screed. - - - -— -- - 3)Install tank in center of hole,keeping 1 ft void space on -- all sides. I r 24'RISERS •. > f 24 BLOWER i 4)As tank is filling with water,fill in void space with compact I / {H�tlStNG CAS i , granular(Sandy) / TOPOFL/ g { dy)soil free of large dumps of day. i I \\ I 5)Install rest of system,&affix risers to adapters with / • I I waterproof adhesive. C I 11 i I' 1 3 47$" 6)Perform watertightness test in field as required by local I I I I I jurisdiction. 12•RISER ; 7)Upon approval to backfill,carefully backfill with native I I I I• I soils over top of tank. I TRASH CHAMBER 1 1 DIGESTER I I_earege1 I 8)Final grade the surface to avoid chaneiling surface L ._;:L i L___1 I i water toward tank. ___Nic 1•=28ft _ „ _ AEROBIC TREATMENT TANK DETAIL FOR `"` 4: Nu WA TER BNR-500 TREATMENT UNIT ►, ENVIRO-FLO, INC. REVISED: v d Wastewater Treatment Technologies 3/0 1/12 ;_`"s,„.r....c> ?:' P.O.BOX 32/161,FIOwood,MS 39232 SCALE: (877)836-8476 (601)845-4716 fax I►r = 1.4 f. www.enviro-flo.net ..___...„.........„ & ' VsL .Lçc ns Sy :1 ;0,i1 tio II `A. \ • '''....,..,..N,,,,N.ls. I '..,... � i .- 1/ �� •:. O l k4;t0-", ,_-,' 4:1 -'`,.1 I I _ I .. F r, 7.,' 4 , 4, loscS.4 h,difr ..„,t, L.© + ej :17-e 47 _ •:: It.1111‘elv ilri -0 !' til/Ap... te iik WO-go +3 . 4.„,<-0 [/ . 10000, 7-'3D life 400. 4 4% el •, I PARTS LIST NuWater NR Assembly Diagram I I k DUAL PORT AERATOR M.PCLY DIFFUSER BAR(Z' N i7 B.3/8"RUBBER 90°W/CLAMPS(2) N.1"PVC('_1.7•SECTION) C.318"BARBED ADAPTOR X 17 NPT(2; O.1•'SLIP CAP fn D.112"SUP X 1/2"NPT ADAPTOR P.1/8"CLEAR PVC HOSE(OPTIONAL 5^• O c 1-STREET X 1/2"NPT BUSHING(3) Q.1/2'PVC PIPE(BY INSTALLER) toF 1/7 90°ELBOW(3) R.1"PVC PIPE(BY INSTALLER) R) S.2"PVC PIPE(BY INSTALLER) 111. .> H.1-90°ELBOW(3) T.ar BARBED ADAPTOR TO.�r`"NI p 0 v E ,---• %Ilk 1 T X 1"BUSHING U.1/7 STREET X'PrNPT 8 AR NPT i J 2 SANITARY TEE V 1/7 PVC COUPLER(2) Sri 114 K.i•PVC CROSS W.2 COUPLER(BY INSTA - ;: JAN 0 4 2023 ,r r COUPLER(BY INSTALLER) ;i:;SON COUNTY ENVIRONMENTAL HEAL H JBW Revised 2/25/12 Allilli 1000 GAL CLARIFIER/ DISCHARGE TANK - UN :' y PI .aq� Y r i•-i HWA, - CHECK VALVE 4" MIN. =caArs a_ ' r COVERAGE - - 2{f' I, i .7' ..,.,. ,: ♦ .. s..1 ems Yfs ♦ l4 il... PPRQVE JAN 0 4 023 MASON COUNTY ENVIRONMENTAL HEALTH JBW Wastewater Pumps Thermoplastic - Effluent Reinforced Thermoplastic motor bracket and discharge with built-in guide bearing.Sizes range from 1/2- 1 u, 1/2 HP. 300 series stainless steel top bearing and motor coupling.The 1/2 HP through 1 HP uses composite _ and 1 1/2 HP uses stainless steel motor.Two wire single phase models include pump,motor,and 10'"SJOW" lead,25',50'& 100'available. All four inch submersibles are supplied with grounded leads meeting the National Electrical Code (N.E.C.) N specifications. The performance curves on the following page will assist you in choosing the pump that meets your needs. Features: .11 -Stainless steel pump shell and pump shaft illi -Reinforced Thermoplastic diffusers and impellers I " 0 -Internal,anti-spin check valve standard o A -Thermoplastic intake screen and cable guard " ; -Powered by Franklin Electric submersible motors 1/2-1 1/2 HP. u �- - 11/4"FNPT Discharge I � � , • ........ ... . ......„.....: II .. . Models i 5 GPM - J Series --".. 7:::j. � 7 GPM - V Series --- "'° - d 10 GPM - K Series , 15 GPM - L Series ,,,..-- -- 20 GPM - P Series 30 GPM - E Series High Head Effluent Pumps 10.Lead 10'Lead 25'Lead 50'Lead 100'Lead Pump Ends Model Flow HP Voltage X996 X993 X995 X994 Model Flowrate, HP List Price 22050K2AJ IC 1/2 115 $1,117 $1,117 S 1,284 S 1.335 $1,471 gal/min 22050K21 10 1/2 230 i $1,117 $1,117 I S 1,284 $1,335 $1,471 22050KA1 10 1/2 $314 22075K21 ! 10 3/4 I 230 $1,275 $1,276 ' S 1,447 $1,493 $1,599 22075K1 ' 10 , 3/4 $327 22100K21 10 ! 1 I 230 $1,426 $1,426 $1,594 ; $1,644 I $1,748 22100KJ 10 I 1 $419 22150K2J 10 111/2 i 230 j $2,004 i $2,004 i $2,175 $2,220 ' $2,324 22150KJ 10 11/2 $671 22050P2A1 i 20 1/2 ? 115 I $1,132 $1,132 $1.299 $1,350 $1,486 22050PA1 ! 20 i 1/2 I $314 22050P21 20 1/2 230 $1,132 $1,132 ! $1,299 $1,350 ! $1,486 22075PJ 20 ' 3/4 I $335 22075P2J I 20 , 3/4 230 i $1,274 $1,274 ' S 1,433 $1,491 $1,597 22100PJ 20 1 i $366 22100P2J , 20 I 1 230 $1,365 : $1,365 ; $1,446 i $1,583 $1,687 22150PJ 20 11112 I $452 22150P2J 20 1 1/2 230 . $1,877 $1,877 I $2,047 j $2.066 $2,200 22050EA1 30 1/2 $436 .r_-� 22050E2AJ I 30 1/2 I 115 I $1,168 $1,168 $1,339 $1,385 $1,491 --- 22075EJ 30 i 3/4 $493 22050E21 30 1/2 230 ' $1,168 $1,168 I $1,339 $1,385 `` $1,491 22100E1 30 i 1 $550 22075E21 1 30 3/4 230 ; $1,327 ; $1,327 ! $1,433 i $1,543 $1,649 22150E1 30 111/2 $598 22100E21 30 1 230 $1,481 $1,481 : S 1,633 $1,702 $1,821 22150E2J I 30 1 1/2 ! 230 ! $2,085 $2,085 S 2,256 $2,279 ; $2,407 Less check valve,cable guard,cable guard screws,with hole drilled into center Leads(use accessories discount) of discharge P P R O V E Part# #'Nire Length List Price 6635-234 , 2 10 $66.00 6635-235 2 ! 50 , $221.00 r , 6635-236 2 100 S 332.00 t' 4 J AN 4 2�23 6635-237 1 2 ( 25 j $176.00 ,;',ASON COUNTY ENVIRONMENTAL HEALTH 274 800.292.2737 I FAX 800.83 96 I sales@aymcdonald.com I aymcdonald.com 1-18 Wastewater Pumps Thermoplastic - Effluent P Series - 20 GPM { co 500. r .. ._._ SHUTOFF HEAD ' ' ' ' ' ,J 1/2 HP 146 FT. • 63 PSItip -- hi---r ' : -T ' 3/4 HP 203 FT. • 88 P.S.I. 1 I ' 1 HP 261 FT. • 113 P.S.I. 5 ' -.i 1 1 2 HP 358 FT- • 155 PS.1- N 1-2-4-1-•12 SL9GES.- -1- --- i-� l I i � � _' M -•1NP �_s I ; I _ 1 II STA6Fg �L. i_ A 2 200 3 4 Hp'.71AGES _ i.----i— : ~_ _�__ M a A r 1/2 HP'.5 STAGES____ _- - ' . .4 l Soo i - — j 5 10 15 20 25 30 35 B U.S.GALLONS PER MINUTE Specifications Model HP Material Volts Phase A B YJt. 22050P2A1. 1/2 ; Plastic I 115 1 12.48 9.53 ; 23 22050P2J 1/2 I Plastic 230 ' 1 12.48 9.53 j 23 22075P2J 3/4 i Plastic ' 230 I 1 14.63 10.66 I 27 22100P2J ; 1 Plastic 230 ' 1 I 16.78 11.75 I 31 22150P2J ' 11/2 Plastic 230 1 j 20.00 15.12 ; 41 E Series - 30 GPM 500 SHUTOFF HEAD -, 1/2 HP 122 FT. • 53 P.S.I. .. -. -_ .. .-..-._ ---_ _.._. 3/4 HP 152 FT. • 66 PS.1. _ i----- 1 HP 219 FT. • 95 P.S.I i 'J __....: 1 1/2 HP 282 FT. • 122 P.S.I. z I.L -_- _. 300 —1 1 2 HP_•9 STAG E c ES _ x 1 NV STAG j D A c —. N -3 4.11P4 STA L 100 -1/2 HP•4 STAGES---- --_W D ■ 0 5 10 15 20 25 30 35 40 U.S.GALLONS PER MINUTE B Specifications Model HP Material Volts Phase A B Wt. ;> 22050E2AJ 1/2 Plastic 115 j 1 10.94 9.53 I 23 i p�" �j ., 22050E2J I 1/2 Plastic ' 230 : 1 ; 10.94 . 9.53 ' 23 �' at �) V E 3., ''4. hi 22075E2J I 3/4 Plastic : 230 : 1 i 12.48 I 10.66 25 22100E21 I 1 Plastic ; 230 1 114.63 j 11.75 ' 30 ? 4`. i.," 2 r 22150E21 11/2 l Plastic j 230 j 1 16.78 15.12 39 i'' JAN 0 4 2023 t1,14St N.)017,1..01,11Q,f4Ev IAL HEALTH 1-18 800.292.2737 I FAX 800.832.9296 I sales@aymcdonald.com I aymcdonald.com JBW 211 From Main Power Panel Control Panel Wiring Diagram 120 VAC.1 Phase.60 Hz.Branch .-•Factory Wire I provided disconnect others. Model LF1 P-RF-BLWR - =Field Wire 1.1 Ground Wire p----....... ..—_.. _ L1 Ti L1;1.2 N= 1N CB 20A L2 I I T2 0. M1 PUMP 1 DISCHARGE 1.3 120VAC 10 3/4 Hp 1.4 1.5 1.6 1 1.7 � \ Paux--.. CB 10A Nsux __ CI ......—..... 1.8 BLOWER 120VAC 10 114 Hp 1.9 Ground Wire;.. ------ L 1.10 N1 CI 1.11 CB 10A-- LOGO BASE LOGO 1.12 = L1 EN • SIEMENS T 6ED1052-1 MD06-0BA0 ! 1 1.13 •HAND MOTOR CONTACTOR 1.14 ° OFF ® • ASS 1 11 2 i Al A2 AUTO AX18-30-10-84 1.15 Discharge High Level © •-•El i2 1.16 Alarm 1.17 Discharge � Timer/RO Float El. :•1_ 1 1.18 • 1.19 •HAND V1 VALVES 0OFF • RELAY 1.20 1 1 2 2 AUTO Al A2 DEC RJ2S-CL-A120 1.21 •HAND V2 VALVES • OFF • RELAY 1.22 1 I3 2 AUTO Al - A2 I DEC RJ2S-CL-A120 1.23 •HAND V3 VALVES 04 OFF Al - A2 • RELAY 1.24 1 + 2 AUTO �t !DEC RJ2S-CL-A120 1.25 Push To Sience ® ' � e! rA;. EDW-WD.OEM.SUBM ,26 z .x JAN 0 4 2 23 1.1 Rev.2.00204/25/18 Page 1 of 3 MASON COUNTY ENVIRCN ENTAL I-EALTH JBw 2.1 i . . . ' Pressure Switch 2.2 TVP117B-.7PR - 14:1 (open on alarm condition) 2.3 24 25 LOGO EXPANSION I DM8 2.6 El El • SIEMENS 6ED1055-1F1310-0BA1 27 2.8 02 COB) AL 0 ALARM UGHT • 1 1 2 a SIEMENS 3SU1 SERIES 2.9 03 Xi X2 (Q7) AUDIBLE ALARM 1 i 2 , co • FLOYD SELL 2.10 i SP-1081 ii-------.. 2.11 TRANSFORMER 1.5 2.6 SIGNAL CL2-40-24 ..A.A.A.A... 2.12 115V-24V 40VA 7 12 4 1 2.13 FUSE — -- 2A.230V 111 2.14 CR114 t/,,,_,.. imi 2.15 1 1 I C Common SOLENOID VALVE 1 B - • —I MI . — • M Si 24VAC VALVE — PROVIDED BY OTHERS 2.16 1111111111 2.17 .• ' IIII Common SOLENOID VALVE 2 2.18 S2 24VAC VALVE ÷_.- . PROVIDED BY OTHERS 1111111111 • 2.19 2 CR2.20 11 1 14 a. WC I.i Common SOLENOID vALvE 3 S3 24VAC VALVE . t E- PROVIDED BY OTHERS 11 2.222.21 ! IIIIIIIII .1 1 El Common SOLENOID VALVE 4 2.23 I Mill 84 24VAC VALVE a- PROVIDED BY OTHERS III" 2.24 1 1 CR3 Common 14 ZO NiC ,mi I 1 SOLENOID VALVE 5 2.25 SE 24VAC VALVE PROVIDED BY OTHERS 2.26 11111 EDWAVD-0E1114U11118 2.27 t)..:',-,/8 P, ppRo , • .. .,.. 4) JAN 0 4 2023 ,: e 1•4 , MA" N COUNTY ENVIRONMENTAL HEALTH J BW 1 . "'-- • , - ........-.--......-...... v-v.. .._._.- ._ ._ _ ._. ._ __ _ e . 3.1 Control Panel Connections 3.2 3.3 Discharge Tank Valves 3.4 I 3.5 3.6 3.7 DDD 0 0 El El 3.8 • ; I ii i r-------1 r i 3.9 i I i I 1 • i i l • 3.10 OG00® I .4.. Di3 arca 3.11 High Level Alarm Crop) Discharge 3.12 Timer/RD Float Input F2 (Bottom) 3.13 Input#1 3.14 Pumps&Aux 3.15 El ED =I 02 M 3.16 . -. . i . . 3.17 ; • . 3.18 'i 3.19 Discharge Blower EDVIMEMOEWSUBIA Rev.:A 0 0025/18 Page 3 of 3 •1 P': '7',. ' '• A ii fill R () il li '3* :'- 1• k ' ;; JAN 0 ,..._,A CCUNTY ENVIRONMENTAL HEALTH .1 BW i a eto Septic Design/3 . At NuWater BNR Pretreatment • •r �.; INSTALLATION & MAINTENANCE S,0349 +{t. OSCAR At-Grade Drip Distribution Systems 4CPAULq JOY JOHNSON •3'' 1. Installers must attend OSCAR training and be certified byDave Lowe at LoowRicige Technologies (www.lowridgetech.com) prior to installing this system. 2. Installers must attend NuWater training and be certified by Nathan Ek at Ek Engineering (www.ekengineering.net) prior to installing this system. 3. OSCAR supply kits are available through H.D. Fowler, contact Dennis Groff,phone: 1 (800) 927-5699 or Ferguson Waterworks (Silverdale) contact Zach or Daryl360-697- 1510. Control panel will be pre-programed by supplier. 4. Order NuWater-O kit that does not come with a control panel. Control panel comes with Oscar kit from suppliers above. 5. OSCAR Sand media must meet or exceed ASTM C-33 standards. 6. Install drainfield level with contour of the ground. 7. Install drainfield during dry weather and soil conditions; any soil smearing must be eliminated by hand raking. 8. Tanks must have risers to the surface as required by Mason County to ensure easy access for future operation and maintenance. 9. Headworks must be in boxes accessible from the surface for future operation and maintenance. 10. Ensure any trees and shrubs are removed, grass is cut short and then scarify surface of ground in drainfield area to prep for drainfield. 11. Ensure 6"minimum cover sand media over the drip irrigation tubing. 12. Install audio/visual high-water level alarm. Redundant off switch not required. 13. Install return line from headworks back into the pump chamber. 14. Encase all water lines within 10' of drainfield and under any driveway/parking areas. 15. Divert all storm water runoff and house downspouts away from on-site sewage system. 16. No curtain drains allowed within 10' of the up-slope edge or 30' of the down-slope edge of the drainfield and reserve area. 17. Inspect floats, clean filters, and test high water level alarm every 6-12 months as needed. 18. All materials and workmanship must meet County and State regulations. 19. Deviation from this design without prior approval from the Designer and Mason County Environmental Health Department will make this design null and void. 20. All manhole lids and access, sampling or inspection ports must have locking covers and be located at ground level. 21. All transport lines under driveways or parking areas must be encased to prevent crushing. 22. The preferable cover planting for subsurface drip is turf or grass. It is recommended to spread a thin layer of straw upon completion of the drainfield to prevent erosion and then seed with grass immediately. 23. The homeowner should ensure no vehicle traffic, 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. 24. Homeowner is responsible for all property lines. 25. Owner Please Note: When you begin using your septic system, contact your septic installer to discuss setting up a schedule for your required- ,er op QYtf a e,„ JAN 0 4 2023 A� MASON COUNTY ENVIRONMENTAL HEALTH LBW