Loading...
HomeMy WebLinkAboutSWG2024-00066 - SWG Application / Design - 2/23/2024 ® MASON COUNTY 415N 6SHELTON: ,SHELTON,WA98580 SH STREET, ,SHEL ON, EXT 400 BELFAIR:360-2]5-0487.EXT 400 Public Health & Human Services ELMA:3 825269,EXT 400 FAX:360427-7/87 On-Site Sewage System Permit: SWG2024-00066 APPLICANT OLIVE HOMES LLC Phone: 206-261-2963 Address: 210 E EMERALD LAKE DR W GRAPEVIEW,WA 98546 OWNER OLIVE HOMES LLC Phone: 206-261-2963 Address: 210 E EMERALD LAKE DR W GRAPEVIEW,WA 98546 SEPTIC DESIGNER PAULAJOHNSON• Phone: 360-898-2255 Address: 171 E VUECREST DRIVE UNION,WA 98592 Site Address: UNKNOWN Primary Parcel Number: 321045400120 Permit Description: New SFR-3BR Nuwater+OScAR Permit Submitted Date: 02/23/2024 Permit Issued Date: 07/10/2024 Issued By: Jeff Wilmoth Current Permit Fees Paid: $540.00 (eddNonal fins may ee mumad ulxn m aaMmoe ofisybrem). Permit Expiration Date: 0212812027 mono on date of npewom Permit Conditions: 1 Proposed development subject to zoning requirements and approval by the planning department staffper 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 Drainfie/d 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 DesignerlEngineer installation approval prior to backfill of system components. 6 Mason County Asbuik 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: masonwuntywa.gov/healthienvironmental/onsiteloss-inspection.request.php or call: 360-427-9670,extension 400. OFFICIAL USE ONLY PVENQA@ .a® MASON COUNTY 3 . a ILI a N COMMUNITY SERVICES cp *°"" � Lr m m U) NMk1WM mIIttYXreXNRmin"mmulXnitN N O �17/n✓�SWG 2gq__- D -o A z v ON-SITE SEWAGE SYSTEM APPLICATION > p IT IT Olive PN253 880-9226 z Olive Homes, LLC ( ) D = ;HIEING FODRE85.STREET..1..STATE.ZIP COO' W 3 210 E Emerald Lake Dr W CCDE Grapeview WA 98548 z BI EADDE Jack Pine Lane 1 Union WA 98592 NPMEOF DESIGNER . PXIX1E kp N Arrow Septic Designs (360)898 2255 NAMEOFINST. PHONE 2 I ' C ORINNXpV EM80URCE 0 lO PERMITTYPENV71ALo �jj���� ®RESIDENTIAL OSS t710OMMlA1TTY OSS `�.JtCOMMERCVLL OSS I�PRIVAIE INOMDUAL WELL GI PRNATEIWO�FAR'TY WELL Z IA TvvpEOIFHORX ssMnmY M PUBLIC WATER SYSTEM MBNEWCIXN.UCT,m,uPGRAOES t]_ n.,R/REPLACEMEM CTIEROETNLS(m'xIMHRfAWIX) OTABLEIXREPAIR AIcn SUBEITTALS O SURFACING SEWAGE O EXISTMGFAILURE G SHORELINE ®DESIONFORM(RMUIRED) iNSEPNCOESIGN(REDUIRED) HEDMONB LOT BIEE 0 A pWAIVER(3)(IFAPPUCABLE) 3 BR .23 acres x I o DIRECTIONSTCNTEANO517ECO DO ONS(P�M PM) Go up Northcliff and turn (R)onto E McReavy Rd.Turn (R)onto E Manzanita Dr.Turn (R) o onto E Jack Pine Ln. Destination on (L)on corner of E Jack Pine Ln and E Country Club Dr rr N. Yellow sign: "Olive Lot 120" N O SRE MUHTKAIBYFO FRDYYN'RJAD AYD TEBTXIXEHYUHIBE MRHEO W1TM TEST MpFMWHERA OFFICIAL USE ONLY BELOW THIS UNE UT3MOE/FAIWRESOURCE(ftc "NWRIER OVOLUNTARY oNAINTENANCEPUMPING OBUILDINGPERMIT COMPLAINT POTHER: NF MR801LLOG5 �� /�E� CCMMEN3/CWlMTION6 pEC0R0 ORANIfpAHp IXBTA WTiON REPORT BpLCODEB: W GRAVELLY $-SAHC S=MET C-CNY E-E%BIEMELY R'ROO15 UIREOIOR FlNALAFPRWPL NSPE SIGN A GALE A CA NE RXTONME APP ICATI yPPRCCYEV I88U.BY 10 -),4 T 1(!W BE SCANNED AND ANAIUBLE FOR PUBLIC VIEW ON THE MASON COUNIYWEBBIIE RCMB)Iv.rz DESIGN FORM-PAGE ONE Assessor's Parcel Number: 3 2 1 0 4 - 5 4 - 0 0 1 2 0 A design will be reviewed when 3 Nnles of each of the following are submitted: v Completed design form that has been signed and dazed. a Scaled layout sketch,including all applicable items on checklist Scaled plot plan.including all applicable items on checklist. v Cross-section sketch.including all applicable items on checklist. This form may be scanned and available for public view on me Mason County Web site. 11mmum er see: I I 'X/ PARCEL IDENTIFICATION Permit Number. SWG i < Designer's Name: Arrow Septic Designs, Inc Applicant's Name: Olive Hones,LLC Designer's Phone Number: (360)8984255 210 E Emerald Lake Dr W 171 E Vuecrest Dr. Mailing Address: Designer's Address: Gmpeview, WA 98516 Union, WA 985M City State Zip City Slate Zip DESIGN PAR'Ah1ETERS Treatment Device ❑Glendon Biofilier ❑Send Filter SdM..d ❑Send Liiud Drainfield ❑Recirculating Filter.Ti pe: lidAerobie Unit MakdModel N-vvmar SNR300 0 Disinfection Unit M3keNlodel Omer: 500 Gallon Pre-Trash Tank Drainfield Type At-C-10j- ❑GmviN_ Rf Pressure ❑Trench ❑Bed lif sub 6asfaca Drip Septic TanWDrainfield Specifications Laterals Number of Bedrooms 3 ScheduleiClass Netafim.42gph Daily Flow:Operating Capacity 270 god Len�gth 25 ft Daily Flow:Design Flow 360 gpd Diameter .66 in Septic Tank Capacity NuWater BNR-500 gal Number 8 Receiving Soil Type(1-6) 4 Separation .5 It Receiving Soil Appl.Rate 0.6 gpd/ftc Orifices Required Primary Area 600 fl` Total Number of Orifices 50 x 8=400 Designed Primary Area 614 ft, Diameter emitter in Designed Reserve Area 900 ft'- Spacing 6 in Trench/Bed Width 13.5 ft Manifold Trench/Bed Length 45.5 ft Schedule/Class 40 Elevation Measurements Length 45 ft Original Dminfield Area Slope 6 % Diameter 1 in New Slope.If Altered 6 % Preferred manifold configuration used? fill Yes ONo Depth ofExwvation Up-cope 0 in Transport Pipe from Original Grade DowmsloP: 0 In Schedule/Class 40 Designed Vertical Separation 18+ in Length 70 ft Gravelless Chambers Required? ❑Yes It No O Optional Diameter 1 in Pump Required? 9 Yes O No Dosing and Pump Chamber Pump/Siphon Specifications Number ofdosesday 350 Difference in Elevation Between Pump Shmoffand Uppemmost Dose quantity 103 gal Orifice s0 ft Chamber Capacity 1,000 gal Uppermost Orifice O Higher 16 Lower than Pump Shutoff Pump controls:Please check those required. �/ Capacity Q Total Pressure Head 9.20 glint Timer WElapse Meter R Event Counter Calculated Total Pressure Head 23S ft if Timer. Pump on sec ,Pump off 3 min 44 sec Comments 1eg1B DESIGN FORM—PAGE TWO Assessor's Parcel Number:3 2 1 0 4 — 5 4 -- 0 0 12 0 Permit Number: SWG DESIGN CHECKLISTS Scaled Pl77v Scaled Layout Sketch Cross-Section Sketch Test h19 Drainfield orientation and layout Reference depth from on grade: 56 Soil loTrench/bed dimensions and Septic tank id Propercritical distances within layout Drainfield cover❑ D-Box/Valve box locations Reference depth from original gradeExistid wells Se tic tattk/pump chamber and resuia srata:withinerty Pm Measurementstocus.banks,and locations Laterals,trench bed,top and bottom surface water and critical areas Observation port location ❑ Curtain drain collector 19 Location and orientation of Cleanou[location ❑ Sand augmentation ,,train drain and all absorption 21 Manifold placement components [9 Orifice placement Other cross-section detail: m E6 Observation ports/clean-outs Location and dimension of 06 Lateral placement with distance primary system and reserve area to edge of bed Other Information m Buildings Ed Audible/visual a ferenced Yes No R1 Direction of slope indicator 16 Scale of din s on scale d ❑ Design staked out 91 Waterlines bar ❑ la Recorded Notices attached wi [I 5f Waiver(O attached Roads,easements.driveways, r, ❑ Pump curve attached parking — +�. ❑ 69 Evaluation of failure WJ North arrow and scale drawing s,aor+s ` shown on scale bar PA uu nor JOHNSON'. Non-residential justification 'k E 11 }I ❑ 19 Waste strength ❑ 1if Flow DESIGN APPROVAL The undersigned designer must be tfed } installer at time of installation Ed Yes ❑ No 1 WD/ A� z4-k-111� Signature of Designer Date The undersigned has reviewed this design on behalf of Mason County Public Health and determined it to be in compliance with state and local on of regulations: Env' onM Health Spxialis Dale CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:: ✓ The design is stamped"Approved"by Mason County Public Health. -a ZA ✓ 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 re uired. This form may be scanned and available for public dew on the Mason County Web Site.dated Date: 1 J7i2m 5 i i 234495 MASON CO -WA xx vxx ES ue•x ee•x•eJ + g •,Ra., �.wa.a+.�•.. iq"4tiii• x4=.iiR4A_al i� 9a i. O SL Saix4a fxi Ya ix• `} > O � •• YT+ . sua:4€ , a&ua�ati ^• 1Q� $ v w a � � Ps i O €i€€€ei€i a€u Sol O'T �. yE qE s:••: Y i i sx.• 1 a €€[Yeagr(i w !` a ro g. •p is ii s uaV y fah' r W a � i4l a6Yit�1['C4ytiaiii i• O y '•> W O 9 Yi€{i�i€€€€€€€�€€t€li€• w EES / O , � m � - `yO Mat!, V t P a O y EeaEt Li•2x E E t !! a ° v Fi 11a•"s•.'Ed f a p ' �9"« a q a m E f'7 '',. at�Y [€¢v navu e• __ m5 �• a� ." e w [ m w �f€i f..iiui44ii i€€i �� +w a �" a S�.0 ;�`.g •� trt.J_ a 0 t6A& � Ww L•O�Egyyyp � „a. •e[stsE:E[ - exa x,a ES — � m 1 W1aa jf yi � • O 11y yax 54 I=LiY tY is tsi> .� "+� . 4 4li;aa(;flea (RaR;YR ..L p ® W 0� b �• 1 j j5� ➢t ( Y€a€t ri a y. g C .1 � 1� I€lk ti.Yi€f€€i�€€i l 4[• 2 O J O ��'( O t F�•i a O z MAT M S�T TWO C E e � k 2pp�1 S ca tes V': 20' o +0 10 30 40 PLOT PLkh! 1a �,, �` PaaLe��'�Zldh-54-06120 tI' yg�o�o �o LNCY- kWIE LN ryj�R" P dp O © , �Ss , ® ° ft3.5 Ste' R A A S ° p -E JkGk PINE Lives �GMASONCp0N��N�� 101y Sa Kev- HOLE Ol Audio-Visual Alarm BN/ O2 Cleanout 500 Gallon Pre-Trash Tank ., O4 NuW ater BNR-500 Pretreatment Tank s+ooaan O5 1,000 Gallon Single Compartment PA LA nor JON95ox':, pump Chamber/Clarifier Tank y •f4 GN OOSCAR Mound Drainfield NuWater ATU Pretreatment to OSCAR at-grade drip design Calculations Friction Loss Calculations: F= L(0/K)1.85 F=friction loss through pipe in feet of head L=length of supply line in feet 0= Flush GPM K=47.8(r sch 40 PVC pipe) Table XY 240 5 5 ' la 1.75 9.75 50' a 360 8 4 2 2.8 9.2 50' qgp SO 5 2 3.5 11.5 50' 600 12 3 4 50' Coils must be arranged In a single Tine F=70(9.2/47.8)18' F=3.50 Total Design GPM=Flush GPM=9.2 GMP discharge at Drainfield=.42 gph/60 min per hour x 50 x#Coils=.35 GPM x#Coils=2.8 GPM Total Head=Friction Loss+Elevation from Pump Tank to OSCAR Coil Drainfield Total Head=3.5+20=23.5(23.5<SU excess TDH—OK) Dose Volume=.35 GPM x 8 coils/22 sec(per manuf.)x 60 sec per min=1.03 gallons per dose Timer Settings: set at 360 GPD 360/1.03 gal per dose=350 doses per day 1,440 minutes per day/350 doses per day=4.10 min per dose cycle(incl.on&off) H On Time=gallons per dose/gallons per minute , C On Time=1.03/2.8 GPM= .368 min=22 seconds Off time=4.1 min—.368 mine:3.73 min=3 minutes&44 seconds mY PNULA JOY JO JOHHSON'. PPROVE `� JUL 10 2024 MASON COUNTY ENVIRONMENTAL HEALTH jsw OSCAR at grade drip design Calculations Basal Area Calculations: Base Design Criteria: 360 gpd design flow,soil type 4(0.6 gpd/ft2),sloped site(>5%slope) Basal area required=daily design flow+soil loading rate 360 gpd+0.6 gpd/ft2=600 sq.ft. Coil length=8 coils @ 5' diameter(8 x 5'=401)with 6"coil spacing 7 x 6"=3.5'=43.5' Minimum shoulder width @ 6"(2 x 6"=1')=1' Minimum side slopes at 1:1 slope @ 6" (2 x 6" Minimum basal area length=coil length+shoulder widths+side slopes=43.5'+1'+1'=45.5' Basal area width= required basal area+minimum basal length=600 sq.ft.+45.5'=13.19'or 13.5' Basal area dimensions=45.5'x 13.5'(614 S.F.) Media: OSCAR drainfield:ASTM C-33 sand media:as per Washington Department of Health's Recommended Standards and Guidance for Intermittent Sand Filters. Supplies/Control Panel: • Order NuWater-O kit that does not come with a control panel • Control panel comes with Oscar Kit to serve both the NuWater and the Oscar OSCAR authorized dealer supply Kit contact info: • H.D. Fowler,contact Jacob Gober(Tumwater)phone:(360)459-7300 • Ferguson Waterworks(Silverdale)contact Zach or Daryl 360-697-1510. o �J • Iconix Waterworks,(Tumwater)office(360)539-7518 A PPROVE } 100349 = PnUIR JOY JOHNSOH'.. + JUL 10 2024 V. pan , J MASON COUNTY ENVIRONMENTAL HEALTH c p JBW ! \ a [———--� 2 # \\ \ e � — ! ` \ , | .�. �. "S A PP § OVE JUL % 2 ,zo "OUNTY ENVIRONMENTAL Jaw "° to ��s OSCAR-ll SEE HYDRAt1LlCEAYOWATTAPIKW upnl I I ; ,r 0 0 1 0 0 0 Gallan 10M Gallon Pre-cast Concrete Treatment Vessel Single Compartment Discharge Tank LOWRIDGE ONSrrE TECHNOLOGIES DRAWING ID:OSCA&Il bDALE:Nib DRAWN BY: DENI CK BY: DAVE LOWS DATE:0a.a MIS APPROVE JUL 10 2024 MASON COUNTY ENVIRONMENTAL HEALTH JBW � �& I LOWRIDGE ONOSI E T C CON OGIES, LLC Manual Flush Headwork .75' MANUAL DISC FILTER PRESSURE GAUGE DF75-120 [EFFLUENT LY FROM PUMP D FLOARAW 3 4" FLOW METER 17" 21" RETURN G � ��.. 15" Plan View A w d INFROM OUTTO DRAIN DRAIN FIELD FIELD Specifications: (RETURN) (SUPPLY) Miter: •Mesh:120 mesh(130 micron) •Fker Ba ly end Cover:Reinforced POlyemide •Disc Rings:Polypropylene Sen--)es •C-Rings,end Seals:Nitnle 6 EPDM ✓ _ •Clamps,Senng and Bdrc:Stainless Steel f •Temperature Range:-0 --1 W-F(-a0°-]0•C)•Maximum Pressure:1e0 psi(9.65 bar) Me er. •Size:3e'Composite Plasbc s •Register:Induces reed pee(10 b measures in 1 gallon per pulse increments •Maximum Pressure:145 psi(10 bar) Dadg�: A P P -0-100 psi ran9e(0-69 bar)-0GN—rinfilled R 0 V E -Fl Renge:2-1s GPM •Megmum et PiPere:IDO psi(6.9 bar) •Inlet l Outlet Pipe&Diameter:1°Sch 40 PVC vw= - JUL 10 �4 •NDS Pro Series rectangular f e"x 19"valve box with bolt down cover ordering linforrhatbri: 0 Model N um MASON COUNTY ENVIRONMENTAL BE,'! ber.L0T-HWIOT- i.]-CON Description:Manual Flush Headwork ��Ln LowridgwnW Tech,Wlogles,LLC Lake Steven,WA 877<7S-W23 www.lowndgetedh.com YM VAfiRNS av "'e:czmrz+xewvE.'n,eRetluY" - " 'ImlvleV�walulved Ca.M9tlh Info@lovrtidgetech.com W�llx Ymprb+e'W I no:wmc1Y'.E Bsc�@ 7. Na IN .3�5a0a'N'tl'O %OB'O'd�°�"�° ONI JNN33NIJN3 N3 ffiL/931tlO� �3� § c I Ra ryry qgqqggg{{ 141 Kip @ sxsa I t i� •d 4 ��3 x e � £ II jN C •gYi4iG Fl B Katl- � (gaR�bd� � �R e S 3 itlagt: 5 R§ a as E9WI x� 3 MASO KNTYE JBW a��6 ffr I W/.1ER113Hr LW VFNr R91 DWJ.PJRTAERnTOR,I R15661i'rry 1 ia!•M0.Y. 1-p (Tym M nc 4' r W uw a RSI rm 1r I REn)m UNC rw TRASH CHAMBERDIGESTER CHAMBER CLARrIER DpERPPNG CIJ/.CT':<RI GALLONS CIMYBER OF;nQG WACT': trGN10W fimn (WAC:421 10N5 t&GNLCMG PtWO GPAC1iY:Im GK10N8 FlLC0.191 GR1.i i �• � I q. Xt? anY� TEE tr DIRLSlat9ARsa1 pAwuELroruucwru c• iL r ELUDGe IalruRN �yIEE��r � lrruw 1'I S1CNEiAEE NA`n r SOIL ORCOBPACIED SPND CV =NYSCIL INSTAUJITIDN IMETRUCIWNB 1)F=nate talk(role wlth verlical walls m 1 foot larger than Mk qr allsides. 2)p bottom pi hole 1s story,iresell 3'of compact san6 8IBM out wiN sank in ---- ---� 3)Install tank in cenmr of 1016,k9egng1ftwi0 space on r_--___�r— all des. 6)PS tank is filling wM water.fill in voiE space wlm mmpact I �• 1 /'� rasa I wanular(santly)sdl tree Of large dumps xN day. I I / 5)Install rest of system,8 affix risers to waplcs wm I \��// A,r 6) eftm sgnesive. II \�// II 8)Pertonn waeregtlmess test In fieM as reoulrexl q'Iocal _ I II 7)upw aivc.l,bBGk(10,WrafUlly D9Gx(ll w 131nM I I tr RISER :. soils p xp of tank. l 41L+ESIFH Ifitl®I 8)Fine;grade ftre sofas b awm chanelling surface e _____J L__ water tcr.vwd tank r 1UL 10 2024 e-- AEROBj °�� iENT TANK DETAIL FOR Nu WATER WMIO0 TREATMENT UNIT ENVIRO•FLID, INC. 3/p1/12 wastewaler 7ias rant 7eWPobgles ••..�,_.,�,.� P.O.BOX 321161,Ffc do MS n232 scale (SF)83=6 1601)Bes-.716�a, 1" = 1.4 $. waw net to o�IB 146 Nu Water n• I \ I � I I PARTS LIST NuWater NR Assembly Diagram 0.DUN.PORTAER0.TDR MPOLYDOFUBER8 CZ 8.3T RUBBEA BB•VACW1PBm R1'PVC(312 WCTCM C.3/L'azwBm McPTORX 12 NPfm O.1'BIIPCPP D tIYBWXt?NPTA60P'!OR P.VB•CLE+A PYC ROBE(OPTIONpl S", E 1'3'(11EET%tfI NPf BUS1YNG(3) 0-12"P.0 9WE(BY INSlN1ER1 F.iSBCEtBOW pl R,t"PVC PIPE Bn N16�PLLEfN G,rx t'%t?iEE B.rR PIPE(BY lmBMLm N.t'w aB (3) T.W BM�D AOSPT M IIV• 0 P P A O E 1.T x 1•WIBWND V.1IT BD¢EETX IH'NPT 1R16 M m ,.TSANRMYTEE VIZP COUPLERm Kt•PVLtR055 W TCCVI WWYINBTALLW - JUL ' O 2 2 L.t'COUPo (BYB LLER) MASO1 COUNTY ENVIROIEN�Ty��H 1000 GAL.. CLARIFIER/ DISCHARGE TANK F 9 HWA - - - - - - - ` - - � �+ cHEcrcvave 4° MIN. -_avrs C�4'EPAGE - - T f I APPROVE Z. JUL 10 2024 MASON COUNTY ENVIRONMENTAL HEALTF � ���8 JBW Wastewater Pumps Thermoplastic - Effluent Reinforced Thermoplastic motor bracket and discharge with built-in guide bearing.Sizes range from 1/2- 1 1/2 HP.300 series stainless steel top bearing and motor coupling.The 12 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'"SIOW lead,25',50'&100'available. All four inch submersibles are supplied with grounded leads meeting the National Electrical Code (N.E.C.) specifications. The performance curves on the fallowing page will assist you in choosing the pump that meets your needs. Features: -Stainless steel pump shell and pump shaft -Reinforced Thermoplastic diffusers and impellers - Internal,anti-spin check valve standard e B a -Thermoplastic intake screen and cable guard a -Powered by Franklin Electric submersible motors 1/2-112 HP. i -11/4"FNFT Discharge e Models 5 GPM - J Series 7 GPM - V Series 10 GPM - KSeries _ - - - 15GPM - LSeries 20 GPM - P Series 30 GPM - E Series High Head Effluent Pumps , . , Pump Ends 22050X2A1 10 12 '.la $illy ! $L117 $1,2871 $1,335 $1,471 22050821 10 1 1/2 230 E 1,117 $1117 $1R84 $1,335 $1,471 220501W 10 U2 1314 22075g2J 10 Y4 230 ! $1,276 S 1476 S 1'"1 S 1,493 $1,599 2207M 10 Y4 $327 22100821 30 1 730 1,426 S 1,426 S 1,594 I $1,748 22100a1 10 1 $419 2215DK21I lu I 112 1 230 1j2,004 $2,094 E2,115 1E2R20 52,324 22150q 1 10 1 112 $671 i 220050 20 12 , , 22OWPJ 20 172 $314 220P 20 . 12 230 $1,132 I f 1.132 S 1,299 f 1400 1 $1,486 22075P1 I 20 1 314 1 S 335 22075P4 20 Y4 230 $1274 1 74li 41433 1491 $159] 22Io0eJ 20 I 1 I $36fi 22l0 & 20 1 230 $1365 $1365 $I N6 $1583 $1687 22150m 20 ; 1 ffi j 452 4uauru ! N I Vz 230 51.877 E 1,877 52,047 52.066 ; $2,200 22050EAI 30 U2 f436 .�� 22UNWU i 12 115 $1 Ise $1 168 $1,339 $1385 $1 91 E- 22075FJ 30 Y4 $ 22050F,zJ 30 U2 230 E I,I66 $1,166 $1339 $1385 $1.491 22300uJ 30 1 S 5s0 22075F11 30 Y4 230 j 1,327 . S 1,327 11433 $1,543 $1,649 2 INU ; 30 1 1 12 $598 22100121 30 1 I 230 ! $1,481 $1,481 S 1.633 $1,702 $1821 22150621 I 30 I1R J no 1 $2085 ]$ .OBS $2,a56 S a,219 $apo) Lass check valve,cable guard,cable guard$crews,with hole drilled into center Leads(use accessories discount) of discharge gpq{ P P 1 i O V E fi635-234 2 0 $66.00 fi635-235 2 56 $221.00 fifi35-236 2 100 E332.00 JUL 1 0 2024 6635-237 2 , 25 $176.01) ��coal f01INTY ENVIRONMENTAL HEALTH 274 800.292.2731 I FAX 800.83ZyMlesOaymctloneld.com I aymctlonaltl.com 1-18 « )g Wastewater Pumps Thermoplastic - Effluent P Series - 20 GPM 5aa 1/1HP 116R. ��. 112HP ]i ] 2XP 5a9 iT 155 Pit. s7AGEa Sao X E 1NP.e aGs6^ 3@� 81XP.j a a7AGEa _ __ L _. _i_ 1 _ 9 I 0 s So 15 2a 25 30 25 U.5-WLL Ns PERMINUTE B Specifications 22ORPM 1/2 ! Plastic 115 1 12.48 9.53 23 22050P21 1/2 Plastic 230 1 12.48 9.53 23 22075P23 i 3/4 Plastic 1 230 1 14.63 1 10.66 1 27 22300PD I Plastic 230 ' 1 16.78 1 1175 1 31 22150PZJ 11/2 1 Plastic 1 230 1 1 20.0— 0 1� 5.12 j 41 E Series - 30 GPM 5aP 1+ 1/2 aP 1YL R. . St PSI. 1/<XP SSt A. 6a RAL MO —� 1NP 21.n. as Ray ��. 11/2 HP 292R, 112a L fi 3 4NP•e 1" 1/2.NP.48740E5 1 a s 1° Is a 5_wuoxs Pc1.Mlxurc 2s la as 10 Specifications y7pl.,,�7 Pla is 5 0.94 9.53 23 e Mastic 230 1 ]0.94 9.53 23 r Plastic 230 1 1 12.48 I 10.66 25 Plastic 230 : 1 14.63 11.75 30 JUL 1 0 2024 tic ; 23U 1 i 16.78 15.12 39 1-1R 800.1922737 1 FAX 800.832.9298 1 sales4Daymcdonald.com I aymceoaalo. ;B*Ow t40� t5 20VAC,1 Pawer pai %H Control Panel Wiring Diagram 12o VAC.1 P e,60 Hz A'�aR Model LF1P-RF-BLWR r u n an 2 ce ion ul re IN M1 PUMP 1 DIxHARDE 13 120VAC10 wHP 1.4 14 Lt N� n CB 10A1. _y 8 BLOWER 3 AH 10 A L1 1.10 NI N 1.11 CB 10A LWO6ASE tat Lt N LOGO SIEMENS BED1052-f Mp060B.p0 1.13 wwD MO]ORCOMACTOR + 01 2 OFF M1 1.15 XK1 Al A2 Xt�10H AUiO OeLege •_ Xyn 3 � W- . M 1.16 "" 1.1] OisGurye rl C1 = Tnnr/RJ Floa: 'u—�J 1.18 1.19 1YWD 02 OFF V,VKVEB 1]0 + 9 at CRt REUY rT�yADO 10ECRI !.A120 1 +.21 HAND Y1VrYVES C3 i OFF CRY 1.22 �a �P AUiO Al A2 RELAY 'DEC RI2SCL1120 23 D Dy OFF DRa Va vALVEB 12a , a Al RELAY pu]O IDECRM Aida i za Pin]o 61.�� 1 A P R O V E 1.26 � � ��YL�Y AFNSC9N r 0 GYL4 9®oarev,e I l +ma 1 MASON COUN ENVIRONMENTAL HEALTH LBW WP'1 SNRNI 22 NP19B.1PR M IaMn on YYm cwY6M) 25 I 2.1 25 L060 EVANBIIXi O.MS 2.6 Lt N SIEMENS SEDIp Ii B'0 Ml 21 25 tI ) u nIMMIIGM 28 SIEMENS] l SERFS 2.10 1(D)IZ A AD LDY08¢ - SRW61 2.11 rRnNevoRMBR t.s ze 2.12 SIGNPLIX2a6Ta _ IISKNV Oq p 2.13 FIIBE ZA 290V FI _ 2.11 2.15 CRt1� NK fft Sc1ENOID VAL I 512avA vgL Y PflONDEp BYOIliER9 2.16 2.17 f�,�(��� If'V._I.JL moron SOIENOD V OV Sl2dViC VKw 2'I6 FRONDED BYOTIERi 2.19 2M '.IO�1a nF Wmmen SOLENObv4vE3 �.... � FFOVIDED Sy BYOTXER6 ut I 223 mrrRn SOVA Va WDV z UNNC APIVE za vRDN"-'BYornEw 2.21 cm 233 �,��y� N/C Gun SIXENDID VgLVES 1 L'r SSNVgDVgLVE PRONGED BV OTREAB 2]6 EDW.WD-0diUBY 217 R«.wowrs6Na APPROVE DPa 2N3 JUL 1 0 2024 MASON COUNTY ENVIRONMENTAL HEALTH 1�w�1� JBW 31 Control Panel Connections 13 13 Discharge Tank Valves 14 3.5 16 3.] El O H O El © B Q ae 3.10 D aMa St S2 S3 O 55 3.11 Xign_rad Name < i 3.12 TmrAOFl Inµt#2 (Bmmm) 3.13 Npulkt 14 Pumps 8 Aux 3.15 1> O O T 3.,8 1,] I 9.19 Dbtlaq• B9xw AMOT JUL 10 2024 MASON COUNTY ENVIRONMENTAL HEALTH Jsw P Q1U(A.Ut Se,PfIC �PrJlldftiJ ?a?r NuWater BNR Pretreatment INSTALLATION& MAINTENANCE PAULA JOY JOHNSON "I:IC fat: ' "fG lap" OSCAR At-Grade Drip Distribution Systems t 1. Installers must attend OSCAR training and be certified by Dave Lowe at Low Ridge 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.ekengineedng.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 Daryl 360-697- 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 taking. 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 sepuc `a�'y��`L installer to discuss setting up a schedule for your req bon&IJlain JUL 10 2024 MASON COUNTY ENVIRONMENTAL HEALTH JBW