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HomeMy WebLinkAboutSWG2023-00453 - SWG Application / Design - 10/23/2023 04, 589 MASON COUNTY 415"6THELTON:STREET,SHELTON, 967 .EXT 400 SBELFAIR:360-275-4467,EXT 400 Public Health & Human Services ELMA:360-482-5269,EXT 400 FAX:360-427-7787 On-Site Sewage System Permit: SWG2023-00453 APPLICANT ETC CUSTODIAN FBO RUTH RUSSELL Phone: 8. LAURENCE RUSSELL Address: 3116 WILDERNESS DR SE OLYMPIA, WA 98501 OWNER ETC CUSTODIAN FBO RUTH RUSSELL Phone: 8 LAURENCE RUSSELL Address: 3116 WILDERNESS DR SE OLYMPIA, WA 98501 SEPTIC DESIGNER PAULA JOHNSON -Arrow Septic Phone: 360-898-2255 Designs Inc. Address: 171 E VUECREST DRIVE UNION, WA 98592 SEPTIC INSTALLER Bamford Septic Repair, LLC Phone: 360-790-2364 Address: 301 E WALLACE KNEELAND BLVD SHELTON, WA 98584 Site Address: UNKNOWN Primary Parcel Number: 220185000278 Permit Description: New 3bd Nuwater to Oscar II Permit Submitted Date: 10/23/2023 Permit Issued Date: 10/30/2023 Issued By: Rhonda Thompson Current Permit Fees Paid: 5525.00 (additional fees may be required upon installation of system). Permit Expiration Date: 10/26/2026 (based on dare of nspennonl 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 backlit!of system components. 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- MASON COUNTY• to J a c y COMMUNITY SERVICES C . "`"`° co Ca o m R. Public Health(CommunityHeats/Enoronmental Health, N 15'I6thStet .„e„ .w,96.,. WOSWGa.a_ -CY��-Lk3 a x Z N Z 9 ON-SITE SEWAGE SYSTEM APPLICATION m o APPLICANT PACEE m Ruth Russell , (253)229-6504 c MAILING ADDRESS STREET GTE STATE DP CODE H C 3116 Wilderness Dr SE Olympia WA 98501 m A SITEADDRE55-9REET CT'ZIP CODE 70 E Raccoon Ct Shelton WA 98584 F I Ni NAME OP 9MS°NEP m I N Arrow Septic Designs a „=_=_ (360)898-2255 NAPE INSTAR o I O �o" Bamford Septic Repair (360)790-2364 m - us2 PLE R SC J — W RESIDENTIAL ass Fl COMMUNITY css El p CC MERCIA_css b- PRIVATE INDIVIDUAL DiELL H PRIVATE PAC FARTY'N2_L z ICO =T CH,T,NR 7 PU ETC WATER SYSTae ._ NEW CONSTRUCUCTIONI•UPGRADES �1R-L-RPIRIR aCEMENT = E N .. _ .., ❑TAB_E IX REPAIR � (n A ❑ SGRFAC NGO SEWAGE ❑EXIISTIS =nLLR£ ❑ SHORELINE ¢ i co to IpDE61GN FORM,REOUIREJ) FfsEP-IC DESIGN�REwIREC 3 �I 6 VvA.VERISI6 3 F APPLICABLE, .30 acres x ' OIRESTIDNS To SIrE AND Sr:CONDIT.OvS Is. mcea<; t Go out Hwy 3 and turn (R) onto E Agate Rd. Turn (L) onto E Timberlake Dr. Turn (L) onto E I Heron Dr/E Lakeshore Dr W. Turn (L) onto E Raccoon Ct. Yellow sign: " Russell" o I N ti NIA -4 SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HotEsMUST BE FLAGGED WTH TESSTHOLE RLMSERS CO 1 CO OPAL AL USE ONLY BELOW THIS LINE -- - -- UPGRADE r FAILURE soJRCE IN.xP-m-e Pu,NNNe•[. 0 VCULNTARY ❑MA NTENANCEEPVMPWG 0 eu LONG-ERhe ❑-CRP SA_E DCOVG_GINT 0 OTHER INSPECTOR S0.wSS CCY'ti TS CORDCIIOW er t D /Itt V (j WtS ) ?Cot-LOM 3.. 0 - IS) CY`\S (k'a A-4('^Ai-\— W _R OvRE ' ,SOIL G W# a v-vRE GS I �R9Y ERv -GR / S_s:.n^. r S'-6LT O. - R=PTG -. P�. C_ ADETORsGNATURE TE'HFFJC RRATS':DJITE ..J APEGA.ION C_.R Q E- \b t3 t..C. I26 IhNactfilik 10 boy' r 5, THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE AEv'SE .TIFF f=2 DESIGN FORM—PAGE ONE Assessors Parcel Number' 2 2 0 1 8 — 5 0 — 0 0 2 7 8 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 r 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. 11axinrum paper.size. 11"V I _. . .. PARCEL IDENTIFICATION Permit Number' SWGc'5C]J(4.&3 Designer's Name. Anew Septic Designs, Inc Applicant's Name Ruth Russell Designer's Phone Number.: (360)898-2255 Mailing Address: 3116 Wilderness Dr SE __ Designer's Address 171 E Vuecrest Dr. Olympia, WA 98501 Union WA 98592 City State Zip City State Zip DESIGN PARAMETERS Treatment Device 0 Glendon Biovl:er 0 Sand Filter li Mound 0 Sand Lined Drainfield 0 Reciradacng Filter.T.pe: Re Aerobic Unit iMakeiiMo[_i NuWater BNR-500 0 Disinfection Lin It Make.5Mode] Other. 500 Gallon Pre-Trash Tank Drainfield Type -Aiste' -a— ❑ Gravity g Pressure 0 Trench ❑ Bed sir`vU Svc f,.. Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 3 Schedule;Class Netafim .42 gph Daily Flow:Operating Capacity 270 gpd Length 25 ft Daily Flow: Design Flow 360 gpd Diameter .66 in Septic Tank Capacity NuWater BNR-500 gal Number 8 Receiving Soil Type t 1-6) 3 Separation .5 ft Receiving Soil AppL Rate 0.8 gpolftc Orifices Required Priman Area 450 ft' Total Number of Orifices 50 x 8 =400 Designed Primary Area 455 fC Diameter emitter in Designed Reserve Area 675 ft- Spacing 6 in Trench'Bed Width 10 ft Manifold Trench Bed Length 45.5 ft Schedule Class 40 Elevation Measurements Length 45 ft Original Drainfield Area Slope 5 % Diameter 1 in New Slope, If Altered 5 % Preferred manifold configuration used', 4Yes 0 No Depth of Excavation Up-se;e 0 in Transport Pipe from Original Grade Down-slope 0 in Schedule Class 40 Designed Vertical Separation 16+ in Length 100 ft Gravelless Chambers Required? 0 Yes No 0 Optional Diameter 1 in Pump Required? 64 Yes 0 No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses day 350 Difference in Elevation Between Pump Shutoff and Uppemlost Dose quantity 1-03 gal Orifice Io ft Chamber Capacity 1,000 gal Uppemlost Orifice 0 Higher 64 Lower than Pump Shutoff Pump controls: Please check those required. Capacity(u Total Pressure Head 9.20 gpm G'gTimer EiElapse Meter Ili Event Counter Calculated Total Pressure Head 15.00 ft If Timer: Pump on 22 sec. -pump off 3 min 44 sec Comments t8 DESIGN FORM—PAGE TWO Assessor's Parcel Number: 2 2 0 1 E -- 5 0 -- 0 0 2 7 8_ Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch g lest hole locations 121 Dratnficici orientation and layout Reference depth from original grade: g Soil logs g Trench bed dimensions and pf Septic lank critical distances within layout g Drainfield cover g Property lines l4 Exn ing one proposed wells ❑ U Box Vale box locations Reference depth from original grade within 100 fa of property g Septic tank pump chamher and restrictive strata: ❑ Measurements to cuts. banky and locations 7 Laterals. trenchbed,top and surface water and critical areas Observation port !ocution bottom O Location and orientation of G8 Clean-out location 0 Curtain drain co'.lector curtain drain and all absorption g Manifold placement 0 Sand augmentation components g Orifice placement Other cross-section detail: ▪ Location and dimension of Lateral placement midi distance g Observation ports/clean-outs pa uran system and reserve area to edge of hod Other Information g Buildings g Audible visual jddygI referenced Yes No • Direction of slope indicator g Scale of dras n on scale g 0 Design staked out Waterlines bar i. 0 M Recorded Notices attached ig Roads- easements. driveways, at ern dh 0 tg Waiver(s)attached parking Xis g 0 Pump curve attached g North arrow and scale drag. 0 g Evaluation of fzilure w • shown on scale bar • . el .+s ';'- Non-residential justification -it' PAULA JOY JOHNS ON ❑ [ Waste strength G:xs vsnsfe t{0 t I Sc • ❑ g Floss DESIGN APPROVAL The undersigned designer must be ned hp install 'at time of installation Cf1 Yes ❑ No - - c -20-4,3 Si nature o esigner Date the undersigned has reviewed this design on behalf of Mason C gunny Public Health and determined it to be in compliance with state and local on-site regulations: b 130L5 Environmental I lealth Specialist Date CALTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design i> stamped 1 ptraced' by Mason Count} Public Health ✓ The Onsite Sewage Permit has not expired. the Permit Expiration Date is: °(--2-‘ (-74._____ ✓ Drain field site conditions have not been altered to adversel} 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: 2 T2015 ... No..."-- o B a sZi �� O.— N P Z — � a I eq z li ,' El j . e W 0 ca N _ 1, 2 x , Qom Tk , ., r LI 1 in la 1 .. < m LWtiZ = k [ n o v , ti ys , 2 a , ;. \- .. 1 = L L .�q� _ s. F a Fit'. \ p S' t 11,. 1 APPROVED OCT 3 0 2023 445CNCCLF" N,1�2,1Y7S..� - °air( 28 • 1ok45' NuWet,/ Osc,a? - ORAINF\ I,17 3.2 , 817' 11 OG 3 �act a • 515� colz °tit 4 ,3 „;emu^ 4 o=TESIVOii La)csb`-e—�C 41-2e/L8" GLc. k- 1. \ ss2 2IC& LS to r+a1T. Gec '. . Ab 4.-3--0-1o"&L54 zi,ecc / "e`. isL„e +0 molt poGKE Some. otST 9 DR-A? ±4'"0-z 4- 2 5' C,LS po?S i I C Rg.S EFiV 5. / 70 Mo 1T LZ.N 6. E \ J1 )7 \I P SCALD I"=�o y 0 'o ao 3o .to ROT RAN 'U-1: -LISSELI- A91 .q3' 4q{2[.E,2„l8-Co-009:18 RACCOON CT — le .' ccc�oN G1 yc i Key: • �41 �' tr--' Ol Audio-Visual Alarm I^ y„ —ij)--___- 3 Cleanout y �,cocas �Q PAUTA JOY JOHNSON ,.. LI°KNS tl F>EH 3 500 Gallon Pre-Trash Tank W APPROVED 3 NuWater BNR-500 Pretreatment Tank OCT 3 0 2023 O 1,000 Gallon Single Compartment YASO; C.C.Pil`E'irIL',4E;"LL4rgl Th pump Chamber/Clarifier Tank R.T `6 OSCAR Mound Drainfield NuWater ATU Pretreatment to OSCAR at-grade drip design Calculations Friction Loss Calculations: F= L(Q/K)'-as F=friction loss through pipe in feet of head L= length of supply line in feet Q= Flush GPM K=47.8(1" sch 40 PVC pipe) Table XV Design Flow Total Coils #of lats Coils per lat Dose GPM Flush GPM Excess TDH" 240 5 5 1 1.75 9.75 50' 3 ! 360 8 4 2 2.8 9.2 50' • 480 10 5 2 3.5 11.5 50' 600 12 3 4 4.2 9 50' Coils must'be arranged in a single line ��t1 r //''��, /C �y F = 100(9.2/47.8)=as APPROVED F=5 OCT 30 2023 Total Design GPM=Flush GPM =9.2 n:S4C't j:-FrALTP R L'i 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 =5+10=15 (15 < 50' 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) On Time=gallons per dose/gallons per minute glitk On Time= 1.03/2.8 GPM = .368 min =22 seconds Off time=4.1 min— .368 min = 3.73 min=3 minutes&44 seconds SoY✓��.PAULA JOY JOHNSON t 4�� OSCAR at-grade drip design Calculations Basal Area Calculations: Base Design Criteria: 360 gpd design flow,soil type 3 (0.8 gpd/ft2),sloped site (>5%slope) Basal area required =daily design flow_soil loading rate 360 gpd+0.8 gpd/ft2=450 sq.ft. Coil length =8 coils @ 5' diameter (8 x 5' =40')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" = 1')= 1' 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=450 sq. ft.e 45.5' =9.78'or 10' Basal area dimensions=45.5'x 10' (455 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 Dennis Groff, phone: 1 (800) 927-5699 • Ferguson Waterworks (Silverdale) contact Zach or Daryl 360-697-1510. • Iconix Waterworks,Tumwater 360-539-7518 APPROVED e2 rA fr'.4 M OCT� 3 O 2023 PAULA�JOY,JOHNSON1r SC0:Jilry EY,. i.. tiP ri .'-LALT'' 1C fS�L3 YJis�_ Rc7 5 )8 / < v a , I z N 1®1 i!f r \" NiI. c F` S < U~ S 0 w , N � APPROVED ri-- ,a I R = OCT 30 2073 4,5ON 0:J1PE', 4E`174.h;2.17 Rfi Hlav+,1vsoe UX ocj-SO (0I� 7 - Q omit) OSCAR-II II Lrgi' 1 SEE HYDRAULIC LAYOUT ATTACHED nw , I P_ . MGM .. .- _ ez9 APPROVE ® OCT 3 0 2023 r L a mPAr �� gas a _ LJ_6`4. HEALTH 1000 Gallon 1000 Gallon Pre-cast concrete RE" Treatment Vessel Single Compartment Discharge Tank LOWRIDGE CNSCE TECHNOLOGIES DRAWING I]:OSCAR-II SCALE:NTS DRAWN BY: DBNI I OK BY'. CAVE LOWE SATE:08.042C".8 • LOWRIDGE ONSITE TECHNOLOGIES, LLC LOT-H W N-.7-CON Manual Flush Headwork II .75" MANUAL DISC ALTER PRESSURE GAUGE DF75-120 d er SUPPLY FROM PUMP Z.- Y 1 • I sal .1 ARAD 3/4" 7%� FLOW METER s 17" 21" if 5 la11 � ��� °' - II EFFLUENT RETURN C Y I 4 c r�q 1 1 16" III � 11 �-n Ili Plan View t� Q V 0 ,ts N FROM V OCT 3 0 2023 DRAIN OUT TO el FIELD DRAIN MASGh C.,f J(5�',7i�c`I 1l rt T=', 'E,.Tn Specifications. (RETURN) ";,Er Filter, (RETURN) (SUPPLY) Mesh:120 mesh(130 micron) ' -Filter Body and Cover'.Reinforced Polyamlce •Disc Pings:Polypropylene •0-Rings and Seals:NBnle&EPDM senles •Clamps,Spring and Bolts:Stainless Steel (—t[�..•Temperature Range -40°-160°F(-40°-7D°C)-Maximum Pressure:'40 psi(9.65 � 'oar) e+ m. Meter: •Sme:3,4"Composite Plastic Register Includes reed switch and measures in ' gallon per pu.se increments •Maximum Pressure:145 psi(10 oar) IF •Gauges: • -a-100 psi range(0-6.9 bar,-2"Glycerin filled •Flow Range:2-15 GPM •Maximum Pressure:100 psi(6.9 bar) Inlet/Outlet Pipe&Diameter: 1"Sob 40 PVC •Valve Box: I •NDS Pro Series rectangular 14'x 19"valve box w th Soli down cover ' Ordering Infarmat:on. Model Number:LOT-HWN-7-CON Description:Manual Flusn Headwore PVC soap/moat""°'°"°°°u Foams. mla, .,r.°.=° a4(nr.s ca.•en.,�e•- _ Lowridge Onsite Technologies, LLC '"iat.4 ew,W u44voiv .°.w rani-.,t....°.:a....,v:am,rc,,,°:oa, ..," vv.e 8823 I tft'l`dve 1-",� Lake Stevens,WA dgetec877-47 .com m �ss ei demed,,;Of,as.„„.,,':v»`•v w�em ,,:v�:a. . e�..,.-. www.lowridgetech.com „m,�°„ u"^'t'�^mb-yy infoClowritlgetech.com 11 BOtL8 1N-e03316 N»ve3eV: SIN wives E99tLe9 ,OeE) XVd 899nL99 NQE. 3NCHd `t Nb C vC 98 VM CNf Ob 3iuve L6CE XC9 0 d Ll use-11 005 Aa0' Wa ONI ON12:03NIONS NB 5 ' d° A �� APPROVED OCT 3 0 2023 4A504 " 1 _ 4 ' - •,-L'I' ri nET - iY - _ r. 8 s 4 \ / _ 1 9Y / COAL PORT AERATOR WATERTIGHT -y LIO VENTS)) RISERS rvP) 1-1 Ii _ —3---- 3 3 se lux. C Ii 2 PVc m'P) I i ,rz'wc Si ifi AIRIANE TY '4nC A REDUCER 6' l I Y'EE�— ) rt- __ PVC.w��— j 12' RETURN LINE j ___I 2'PVC JI TRASH CHAMBER DIGESTER CHAMBER CLARIFIER OPERATING C CAPACITY 417 GALLONS GALLONS SARA 0 GC AO cm:azl GALLONS I CHAMBER FLOOD GAPFCm'.490 FLOOD CAPACr:a$I GALION6 ' 160 GALLONS \ j irL000:191 G4: 5 ,� jsa I EE l ; • . . DIFFUSER BARS)2, / oe� 17 O 2123 } CIPARALEL TO TANK WALL N. I. V OCT1. SLUDGE RETURN RFl ��` 2 •rT RER Tv 4Wn `-STONE-FREE NATIVE SOIL OR COMPACTED SAND OVER STONY SOIL INSTALLATION INSTRUCTIONS 1)Exeevale tank hole with vertical walls ti I fact larger than tank on all sides. 2)If bottom of hale is stagy,heal 3'of compact sand 8 level out with screed. 3)Install ank in center of hole,keeping 1 ft void space on L' all sides. inDe RISERS`'VP) j,,,,SLOWER 4)As tank is filling wall water,fill void space with compact MOUTH�S grander(sandy)soil free of large dumps of day. j 5)Install rest of system,8 affix users to adapters wdh I �1I _ waterproof adhesive. E I ) / 6)Perform watertgh✓verb test in field as required by local Jurisdiction. �lY R1aER 7)Upon approval to bad lilt,carefully backfil!with native I' 1 sods over top of tank. TRASH CHAMBER I SGEST R l'GLASSES' I 8)Final grade Cie surface to avoid chanelling sLrace I water toward tank TOP WEW «* AEROBIC TREATMENT TANK DETAIL FOR ��� ♦ NuWATER BNR-500 TREATMENT UNIT 1L ENVIRO-FLO, INC. REVISED 3/01/12 Wastewater Treatment Ted,nofogies :.'^w,,s°� :. PA BOX 321161,Fawood.MS 39232 some: (877)836 ,476 (601)8¢5-4716 fax 1" = 1.4 ft. www.anvilo-flo.net Ur, CPC— lS ® Nuv aL r mm". . Jill r-,� er4001 „--- ct_A ir I .., 1 �lw, [fir , 0 e \i 4 0.1 I,- ti .a_ t dr/10. 1 it v 0 • 4: y w frilli at It tr) SCC:CC .�fjcitl) 9 1, r .9) LT, r PARTS LIST NuWater NR Assembly Diagram r 1 A DUAL PORTAERATOR M.POLY DIFFUSER BERM a ( B.3R RUBBER 90"W/CLAMPS I2) N.1 PVC)2.12'SECRON) II O.St BARBED ADAPTX NZ NPT a' 0 SLIPA p.f?'SUP X 112'WE ADAPTOR P URCL: R PVC M0.5E;CPT':ONAL S; E V'STREET X I(Y NPT BUSHING(d) 0 yr PVC RIPE(SV,ISThLLPP) F 1?9T ELBOW(3) R.1'PVC PIPE(PY INSTALLER: G.T X P X i!?TEE S.2'PVC PIPE(BY INSTALLER) r4;t: ' H.1'90'ELBOW(S) T.ur BARBED ADAPTOR IC 1/C NPT(2) [11,L L TX P BUSHING U.WS STREET X VS AYT SUS+]NG(2/ J Y SANITARY TEE V.Cr PVC COUPLER(2) R.?PVC CROSS VV T COUPLER(EY INSTALLER, L 1"COUPLER(M INSTALLER) T Revised 2/25/12 Il I� 1000 GAL. CLARIFIER/ DISCHARGE TANK I .00°V- -.... ___. r - rI 1 Fr 11 HWA I. H5CKYR!V= F I 4" MIN. _ .rs ..�,.� ri 11 i ; r APPROVE [;. OCT 30 2023 t20HS Wastewater Pumps Thermoplastic - Effluent Reinforced Thermoplastic motor bracket and discharge with ba'dt-in guide bearing.Sizes range from 1/2- 1 1/2 HP. 300 series stainless steel top bearing and motor coupling.The 1/2 HP through 1 HP uses composite E and 11/2 dP uses stainless steel motor.Two wire single phase models include pump.motor.and 10' SIOW" d lead,25', 50' & 100' available. e All four inch submersibles are supplied with grounded leads meeting the National Electrical Code (N.E.C.) cre specifications. 3 The performance curves on the following nage will assist you in choosing the pump that meets your needs. Features: -Stainless steel pump shell and pump shaft v -Reinforced Thermoplastic diffusers and impellers -Internal,anti-spin check valve standard o d -Thermoplastic intake screen and cable guard ". Abe';. - Powered by Franklin Electric s mersible motors 1/2 1112 HP 4 W. sfy - 1 1/4" FNPT Discharge ra- - Models ' 5 GPMJ Series a i 7 GPM - V Series A P P R 0 V _ r _ 10 GPM - K Series ttJJ $,,,,- f J _ 15 GPM - L Series OCT 30 P01? ` 20 GPM - P Series 30 GPM - E Series fdSC'y Cc2 Tt EIN .tie Sylul,-y, hF/L'r High Head Effluent Pumps 10"Lead lo'Lead 25'Lead 50'Lead 199'Lead Pump Ends Model F ow HP Voltage X996 X993 X915 X994 Model Flowrate. HP List Price 22050X241 'C 1/2 115 $:,h7 $1,17 SI284 $1,335 $1,4711 gm/min 220601(21 C 112 1 236 I $:,1:7 $h1 7 $1284 $1335 $1 471 2205534. 10 U2 i $3_4 2207SK2J C 3/4 I 230 $1276 $1.275 51447 S 1,493 $3599 2207541 1,0 3/4 S 327 22100X21 C 1 I 232 $1,425 $1425 31594 S 1,544 3 1.748 221634' C 1 $416 22160K2J C ' 172 239 32,304 $2C34 52,75 52222 $2,324 221504 :C I 112 rib S671 220509241 2C 112 115 $1,132 $1.132 31.299 $1358 $1433 22250443 2C 1/2! $314 22050321 120 1/2 230 $1,132 $:.132 $L299 $135C $i,485 c!✓o?. 2C 3/4 , 3336 _ 22015FZJ : 2C 3/4 20 33274 3'.273 32333 51431 33,337 221003. 20 1 3356 22100/32/ 20 I 230 $1.355 $L 3E5 51445 $1533 31.637 22502: 22 I112 $452 22:50321 2C 172 ! 230 31.877 31.877 52:247 $2055 522, 50E 3C '/2 $436 22050E2N 3] :2 ' 1:5 $1,158 $1,158 S I339 $ 385 $:491< 722375E, 3C 3/4 $493 22053E21 30 1/2 I 230 $1.158 $1158 S 1339 $-38$ $1,491 22100E. 3C 1 I $550 22075E21 30 i 3/4 230 $1,327 $:327 S1433 S:543 $:,549 22150E 3C L 1'2 ' $598 2210E2J 3C 230 $:48: 4 I,481 S L533 S:7C2 S:,82J 22150221 3C :1/2 1 232 $2,435 $2.085 S 2,256 S.2273 $2,407 Less chec4 valve,cable guard,cable guars screws.wile He HilesInto ce.'I:er Leads (use accessories discount) of discharge 6635-234 2 10 ' $66.CC 5533-235 2 I 53 $22iC3 6535-236 2 1 IX 53322 6535-237 2 25 S 173 CS 274 800.292.2737 I FAX 800.832.9296 I sales@aymcdanald.com I aymtdonald.com 1-18 t3 `c Wastewater Pumps Thermoplastic - Effluent P Series - 20 GPM 500 d ... .._._ al 1/2 XP 146 R. • a3 P54 3/ P 2NfT. • 18PSI.I I 1 HP 261 FT. L LSP.S.I.I 400 - - I1 /1HP 355 R • 155P5.1.[ 11 2HP'3NMI 15T4GES _.. . . e 1HP-9 STAGES -. -.. _. .. . p A 15 e 200 3/4 12-2 st GE5 _. 1 9 1,/2 HP-5 STAGES -. __ - I. I MI 0 5 10 15 20 25 30 35 B U.S GALLONS PER MINUTE Specifications Model HP Material Volts Phase A B WC 1 22050P2N' 1/2 Haste :15 1 :2.48 0: 53 23 22050P21 1/2 ?last: 230 1 1248 9,53 23 220I5P21 . 3/4 as:ic 23 1 E38 65 27 _ i P P p 0•t,r i 22.00PL 1 Pas-c dp 1 8 1 _3 22_50P21 .. Plas.c 20 I 25C3 4: Li _.c_�- 43 277 E Series - 30 GPM "V' ` r _ , u 500 t/2 fi. ' S3 PS.L�. 3/ 5 FT. - 56 PS.L, W0 -- - IX 21 fi. SPSI F 1I 1HP 21s P3.- 195P5I.E C c 32/2 lip" --_ 1 H-��AGES A 3�4 NPS STAGES -- - 100 1/2 HP'4 STAGES 0 5 fs io as m L.S.GALLONS PER MINUTE7, B Specifications --.. 22550E2A. I 72 Has':6 15 1 1094 9 53 1 23 --- 22350E21 i 1/2 PIasts I 230 1 1.0.3 9 53 23 22075E21 3/4 Plastz 230 : I _2,49. 25 22100E21 1 Fast: 230 1 2,02 1175 33 _ 22_50E2i 11/2 P_asC6 23C I 16J8 .512 33 1-18 800.292.2737 I FAX 800.832.9296 I sales@aymctlonaltl.com I aymctlonaltl.com 277 F0 VAC n>owe�Fa.,el Control Panel Wiring Diagram Fr -Mai Prase P3 Rz. _ _- _ Wire B " Model LFI P-RF-BLWR or' �roeeec oy ra5. — _--sac VV re 1 Grotto w re r-- L11 L• - CB 2Cm L2I1 2 s OI 40iAR 20 0 E VAC AC(0 1 3 3l4 tlp t et 1] CB'CA 18 El ‘OVA- ]VAY O <b 10 -0G0 ,2 ® SIEMENS oEG104-1M0080BAO 13 -AN . ROTOR CON-AC-OR Of: F fib ABB � .AJSC P%"fi3U'U64 - 5 O.sc'a"6e 1 eripgrLea a • o 0 Ala Le APP FROVEJED G„/eye p -fl O OC 30 2123 ns M..Gvw Lcvlll E IYbT '1u,LTl1 .T 19 -AND OFF A ®� Vt VALVES RE-Ai 120 I - AJ-C LE-3J2S- L-n,20 1 -.0.0 V2VALVES ra2 OFF R-AY 122 12 -AUTO D C R:2S-OL A120 23 ,ANO v3 V A_ves x o�, A ® RE LAv "..za —t tezaAaTG A2 OEC J2SCLA2. 2i AL� o 26 EOW-VAOEM-SUBM Rev.2.0004125/18 Page of . I 22 'V ,eSm1Ct. m P1 t73-.IPRI Iox11 cr.alan c nCR07) I 2.3 I I 2< I 2J CGO ' ESPA\SION ` OM6 ® El 26 -EC1C3S1 FB1G03A'. I 28 I a2 AL ALARM LIGHT IOE,2 © SIEMENS ISLI SERIES %1 X2 O I AUDBLEA:ARM ;Ci; _ na D B - z.Ia . ® - s?-:061 TRASSFORMER 5 $E SIGNAL 0L3-6024 -- 2 12 115V-24V ARVA a PISS " n.0 Lam.—cc SOLENOID VA_VE'1 0 _._.x.-- _._ s.2NAL VALVE 2.13 V1 _ _ co_ P2OV:CED BY OTHERS fi f 2.1] ,fit Lov.-<n SOLcNOIO VALVE2 254,C VALVE PROVIDED BY OTHERS 2'B IIII 2''9 CR2 N:C '.cmcal SOLENOID VA.VE3 22G `q VY. _. e,.. �1... 532<VAC VA VE PAC VIDEO BY OTHERS 221 ■i I�]] �- .. SOLENOID VAL'JEL xn -....A S424VAC VARVE _ ?ROVIDED BV OT-ERS 2.23 LU I 22: n LRBl4 .. a SOLENOID 5. 3.25 O _.... . .. Pac ACED t.:_RS 25 2P Ray. SWD-OEM U SM 2.0©0V25/1B Page 2 ot 3 2APPROVED OCT 302023 „ -cy �� �I,L . 1efS joy �4�r 31 Control Panel Connections 3.2 3.3 Discharge Tana Valves ].a 3.5 3.5 31 000 o J2 0 3.8 3.3 3 IS • 00000 S] 53 5 5 • ae J.11 4yY'everPlarq 312 D',cna.ne Tloer/AO Fos. (13C-oni 313 au al 314 Pumps 8 Aux 315 P, p ® — 315 3.17 31B 313 06o-ar a dlcwer APP��VEI3 EEOW.W➢-0ENSIIaN m w/iv15 Page 3 of 3 OC T 302023 P.1s:sl H"- T t1L"' 4c,l.r Nam, , -inn h` n A autaw Septic 9)e3 �' ;2i NuWater BNR Pretreatment t='� � / f INSTALLATION & MAINTENANCE PAULA Jor�JOHNSON.' OSCAR At-Grade Drip Distribution Systems � V nEChtGN 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.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 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 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, row-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 yo r ed.,OOr2tifyzLaintenance. OCT 3 0 20233 Le, SIB 7C'i :::'17• E,/!5CSYE',TALHEALTH KET