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HomeMy WebLinkAboutSWG2025-00402 - SWG Application / Design - 10/3/2025 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 Ms' SHELTON:360-427-9670,EXT 400 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: SWG2025-00402 APPLICANT TYRIAN CHARLES G &SANDRA J Phone: 360-621-9795 Address: 8090 DANIEL PLACE NW SILVERDALE, WA 98383 OWNER TYRIAN CHARLES G &SANDRA J Phone: 360-621-9795 Address: 8090 DANIEL PLACE NW SILVERDALE, WA 98383 SEPTIC DESIGNER PAULA JOHNSON* Phone: 360-898-2255 Address: 171 E VUECREST DRIVE UNION, WA 98592 SEPTIC INSTALLER SHANE MAPLES* Phone: 360-463-8474 Address: 911 SE Arcadia Road SHELTON, WA 98584 Site Address: XXXXX E STATE ROUTE 106 Primary Parcel Number: 322255100024 New SFR 2-bedroom OSCAR XO2 system with OS-50 coils, and three Permit Description: Class C waivers and one Local waiver(WAI2025-00076) Permit Submitted Date: 10/03/2025 Permit Issued Date: 02/02/2026 Issued By: David Anderson Current Permit Fees Paid: $725.00 (additional fees may be required upon installation of system). Permit Expiration Date: 09/25/2028 (based on date of inspection) Permit Conditions: 1 Approval of this septic permit does not approve the building location. Building location is subject to approval from all applicable departments and regulations. 2 Proposed development subject to zoning requirements and approval by the planning department staff per Mason County Title 17. 3 Permit must be installed by a Mason County Certified Installer unless prior written authorization from Mason County is obtained. 4 Drainfield installation not to exceed designed upslope and downslope depth specified on design form. 5 Installer is responsible for obtaining Mason County installation approval prior to backfill of system components. 6 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to backfill 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/onsite/oss-inspection-request.php or call: 360-427-9670, extension 400. MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 SHELTON:360-427-9670,EXT 400 BELFAIR:360-275-4467,EXT 400 Public Health & Human Services ELMA:360-482-5269,EXT 400 FAX:360-427-7787 7 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for final installation approval. 8 A full geo report will be required for this project at the time of submittal of a building permit. The structure must be 90'from the stream. If less, an HMP will be required. 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/onsite/oss-inspection-request.php or call: 360-427-9670, extension 400. OFFICIAL.USE ONLY aiD.,'. MASON SON COUNTY DATE RECEIVED: 1� 0 �/� cn > Co H AMOUNT REC_IV� p RECEIVED BY: CO Public Health & Human Services . . 5 5 e.DP OFF,--K0 v Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 ^ ^ Cl' 0 415 N.6th Street-Shelton,WA 98584 S WG , 6026-• J 3Q //0 / z Cl) ON-SITE SEWAGE SYSTEM APPLICATION E Al APPLICANT PHONE M Charles & Sandra Tyrian (360) 621-9795 c MAILING ADDRESS-STREET.CITY.STATE.ZIP CODEL..6 CO .r? 8090 Daniel Place NW erdale, WA 98383 0 m • SITE.ADDRESS-STREET,CITY,ZIP CODE t,� S - 10451 E State Route 106 �_7 ion, WA 98592 °CD° G' NAME OF DESIGNER PHONE ca I N Arrow Septic Designs, Inc rr o (360) 898-2255 NAME OF INSTALLER Ov PHONE D I m Maples Excavating (360) 463-8474 PERMIT TYPE(select one) KINKING WATER SOURCE O ( N i RESIDENTIAL OSS ECOMMUNITY OSS tl.JtCOMMERC'1 t55-,PRIVATE INDIVIDUAL WELL VifPRIVATE TWO-PARTY WELL Z TYPE OF WORK(select one) Cil , PUBLIC WATER SYSTEM I DI NEW CONSTRUCTION/UPGRADES LREPAIR i REPLACEMENT OTHER DETAILS{select all that apply) 0 TABLE X REPAIR I (31 SUBMITTALS MI O SURFACING SEWAGE El EXISTING FAILURE O SHORELINE CO LYE.-:DESIGN FORM(REQUIRED) RSEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFTER 4/1/2025' rO I IIWAIVER(S)(IF APPLICABLE) 2 ac O YES Q NO 0 O DIRECTIONS TO SITE AND SITE CONDITIONS.(ex.locked gate) I.3F I RNW:li , 22)6 Op From downtown Shelton, take E-WA Hwy 3 north toward Belfair, turn L onto E State Route I o 106 toward Union, property is across the street from waterfront house#10451 E State o I o Route 106. I m N SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. oo lAld OFFICIAL.USE ONLY BELOW THIS LINE -- I UPGRADE!FAILURE SOURCE(for reporting purposes) 0 VOLUNTARY 0 MAINTENANCE/PUMPING 0 BUILDING PERMIT 0 HOME SALE ❑COMPLAINT ❑OTHER: INSPECTOR SOIL LOGS COMMENTS/CONDITIONS 7111:0'hilt)' 61-AtedS Cryan �(� ��6.! � i f01�7/105 y i t�o'C r4l�t - 3o't` �hcoa5 ►�r� fi �f- a f- 3a�' ' ivt mole !f CO I. T(f2' a-w " (6Lnmed5 2a-Yff/Yo.. Ef?014 30(31° Rat at Witty" 'v/Cam _so Ic6-(t) SOIL CODE / I RECORD DRAWING AND INSTALLATION REPORT V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=! ROOTS REQUIRED FOR FINAL APPROVAL. INSP R SIGNATURE DATE APPLICATION EXPIRATION ATE A .• N APPROVED/ISSUED BY DATE 7(7.011 (7S Z®'ZS 114 '/ ioL6 THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:4/14/2025 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 3 2 2 2 5 - 5 1 - 0 0 0 2 V( 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. Scaled plot plan,including all applicable items on checklist. "Cross-section sketch,including all applicable items on checklist. This form may be scanned and available for public view on the Mason County Web site.:1laxinrrn paper size: 11"_V I. =4' PARCEL IDENTIFICATION Permit Number: SWG 2025-00402 Designer's Name: Arrow Septic Designs, Inc Applicant's Name: Charles&Sandra Tyrian _ — Designer's Phone Number: (360)898-2255 Mailing Address: 8090 Daniel Place NW Designer's Address: 171 E Vuecrest Dr Silverdale, WA 98383 City State Zip Union, WA 98592 City State Zip Designer's Email paulaj@hctc.com - DESIGN PARAMETERS - Treatment Device 1/Q-- O Glendon O Sand Filter O Mound O Sand Lined Drainfield O Recirculating Filter 0 .ATU OSCAR 2D U Caber Treatment Level(check all that apply): .❑A 0B 0C 0 B1,1 0 B1.2 Z B[.; PIE ❑N Drainfield Type ' Air -€44 . ❑Gravity Elf Pressure O Trench i :. C Sub Surface Drip Septic Tank/Drainfield Specifications # Laterals Number of Bedrooms 2 / Sc le'C16sse) (y" Netafim .42 gph Daily Flow: Operating Capacity 180 = gpd Lens' <<?*) �� 5'dia-25'coil ft Daily Flow:Design Flow 240 - gpd Diame . !� .66 in Septic Tank Capacity'(working) xo2M 1,500 2-comp` gal Number ` � Na_�, 4 4,Receiving Soil Type(I-6) 3 Separation l / 1 }{ Receiving Soil Appl. Rate 0.8 gpd/ft2 dices Required Primary Area 300 ft` Total Number of Or -es 50 x 4 =200 Designed Primary Area 300 _ ft2 Diameter emitter in Designed Reserve Area 300 - ft2 Spacing 6 in Trench/Bed Width 10 — ft Manifold Trench/Bed Length 30 - ft Schedule/Class 40 Elevation Measurements Length 26 ft Original Drainfield Area Slope 6 % Diameter 1 in New Slope,If Altered 6 - % Preferred manifold configuration used? gYes O No Depth of Excavation Up-slope 0-6 _. in Transport Pipe from Original Grade Down-scope 0-6 - in Schedule/Class 40 or better Designed Vertical Separation 24+ in Length 100 ft Gravel-based Drainfield Required? O Yes le No Diameter ® 1.25"-supply& return gin Pump Required? g Yes O No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 411 Diff.in Elevation Between Pump& Uppermost Orifice 55 ft Dose quantity .59 gal Drainfield Squirt Height'Selected Residual (head) - ft Chamber Capacity (flood) 1,500 2-comp gal Uppermost Orifice g Higher O Lower than Pump Shutoff Pump controls: Please check those required. Capacity @ Total Pressure Head 7.8 gpm 131 Timer O 6dfapse Meter ❑went Counter Calculated Total Pressure Head 58.5 ft I f Timer: Pump on 30 sec ,Pump off 3 min Comments q6 1 0V 1j Revised:4/14 2025 DESIGN FORM—PAGE TWO Assessor's Parcel Number: 3 2 2 2 5 -- 5 1 -- 0 0 0 2 3 Permit Number: SWG 2025-00402 DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch El Test hole locations RI Drainfield orientation and layout Reference depth from original grade: g Soil logs gTrench./bed dimensions and gSeptic tank 6ZI Property lines critical distances within layout Go" Drainfield cover ig Existing and proposed wells D-Box/tiah-e box locations Reference depth from original grade within 100 ft of property [4 Septic tank/pump chamber and restrictive strata: g Measurements to cuts.banks. and locations Q( Laterals, trench/bed,top and surface water and critical areas g Observation port location bottom g Location and orientation of 171 Clean-out location 0 Curtain drain collector curtain drain and all absorption g Manifold placement 0 Sand augmentation components 6th Orifice placement Other cross-section detail: lig Location and dimension of g Observation ports/clean-outs g Lateral placement with distance primary system and reserve area to edge of bed Other Information 0 Buildings RI Audible,visual alarm referenced Yes No Direction of slope indicator g Scale of drawing shown on scale C' 0 Design staked out 66 Waterlines bar Q( 0 Recorded Notices attached g Roads, easements,driveways, p Elevation bench rk and relative g 0 Waiver(s)attached parking elevations of sy components g 0 Pump curve attached g North arrow and scale drawing , I ❑ g Evaluation of failure shown on scale bar e �' , ) Non-residential justification t h 0 l 'Waste strength y l4ay-A•��c V.-P)), 0 g Flow P, . N .;. r VA- � n��} � ► The undersigned designer must be notified by .• '' It Yes 0 No .� ,��ki . 4'i•i► z e Res • ` �a_ Signature of Designer Date A The undersigned has reviewed this design on behalf of Mason County Public Health and determined ift . „� compliance with state and local on-site tulations: g...,.*) e Z�z(Z07( MAso FfB p 2 Z026 Enviro tal Health Specialist Date NCOUNrYENVIRONM D,/ ENIAC HEALry CAUTION: 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: 7/0 S(20?g' ✓ 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. Revised:4/1413015 2i4 " wi,-,-, iI / N �'. I v,,e -1 ' a o QtrOn -. .`'1 kt— � � Zi7C -- / cr 0 >< r- - 7 . --- i , It f 1-,/ X `p •J d m off" a / -fi 1 . u 0 (!`lA 1 dt T- . ''' ..._\ PI_ (1') , (,, 0 0‘ rt 43 -1) (:) ki34 CS1-- VI- ,r.,,, 0 n c A , ? R/ . t((b3 iTh 0 0 <____ \ --- -- -1.----- 1 ,'') iL (-/Ir' t-- f CA\\(+,...) A; O A --2._. I 4' P _ 'NH:3 Eiz)11 "q tl r, ft.i, ________,_ 4- . _10 g. 7,, .g ("-:. %-. , o - cs, �? ti x 0@ O OO O g y ,_ g m `(4 1 I E h 2 --Rj Z�vi rti r et'isC-I (� # p p 0-'LJ . O n '9 d) 0 T g r 1%V Ei n:--1, 874,4: r n �. cu cp In (� }. 0 [� t mot, (��s al .-- $:, , i , i ,n-2N co--‹s S� • /� ti a r , O m• CD l7 r(1 f 1 .. -1 1 0 F 8 �; OSCAR-XO2 at-grade drip design calculations /545) Friction Loss Calculations: •,wIt.ca s5`A 5 0 349 � RAUttiA JOY JOHNSON-'•" F=friction loss through pipe in feet of head 'i;tCay'S � 516'N'iti . 4, L= length of supply line in feet gT 7' ���` Q= Flush GPM �L"C�i—Z S K=47.8 (1" sch 40 PVC pipe) (Table 2) Hydraulic Layout*OS-50 coils* Design Flow Total Coils #of lats Coils per lat Dose GPM Flush GPM Ex' 4 240 4 4 1 1.4 7.8 50' 300 5 5 1 L75 9.75 50' 360 6 3 2 2.1 6.2 50' 450 8 4 2 2.8 9.2 50' 480 8 4 2 2.8 9.2 50' 600 10 5 2 3.5 11.5 50' Coils must be arranged in a single line F = 100 (7.8/47.8)1.85 F = 3.5 lit. F fie'% aso4/, F�0122 Total Design GPM = Flush GPM = 7.8(from chart) 're4,�� 0�6' Total Head = Friction Loss+ Elevation from Pump Tank to OSCAR Coil Drainfield O✓�O��F�✓44 1eA!rH Total Head = 3.5+55= 58.5 (58.5 >50' excess TDH—OK per Dave Lowe, upsize transport line to 1.25") Factory Timer Settings: 1,440 minutes per day/411 doses per day= 3.5 min per dose cycle (incl. on &off) From Factory: 30 seconds On &3 minutes Off **For this site, we are using the OSCAR XO2M (Manual) Kit** OSCAR at-grade drip drainfield design calculations Basal Area Calculations: Base Design Criteria: 240 gpd design flow,soil type 1,size at type 3 (0.8 gpd/ft2),sloped site (>5%) Basal area required=daily design flow_soil loading rate 240 gpd_0.8 gpd/ft2=300 sq.ft. Coil length=4 coils @ 5' diameter(4 x 5' =20')with 12" coil spacing 3 x 2 =6' = 26' 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=26'+ 1' + 1' = 28', use 30' Basal area width = required basal area_minimum basal length =300 sq. ft._30' = 10' Basal area dimensions=30'x 10' (300 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: • OSCAR XO2M Control Panel:The LF1P-RF-ARA control panel shall be used to operate the timed dosing sequencing of the OSCAR-XO2. Timer settings for the OSCAR-XO2 are short and very frequent(3 minutes off and 30 seconds on). The supply line needs to drain between doses, so the "on time" may need to be increased to compensate for filling the supply line prior to each dose. P Each OSCAR-XO2M (Manual) unit will include: PER • LF1P-RF-ARA control panel MASoNc 02?0?6 • LOT-30, 1/2 hp, 120 volt pump � TYFjy • Hi-Blow Aerator, HB-80 (80 liter/minute) OJA�MFNrA0yF4LT • Hi-Blow diffusers • O5-50 or OS-100 Coils • PVC fittings and drip tubing adapters `ol W4• • HWN-.7-RF automatic headworks • Solid Y2 inches poly tubing for connections s,00349 PAULA JOY JOHNSON • 2 float switches gbbgtf alg ."1• foutEs cps 4 so -As" Headworks: HWN-.7-RF • %inches Arkal disc filter, mesh, 130 micron • 3/ inches Arad flow meter • Three oil filled pressure gauges (0-100 psi) • 5 Netafim normally closed solenoid valves(Model 80) OSCAR Cover Options: There may be a desire to cover the OSCAR with something additional to the specified ASTM C-33 sand. The intent is not to have too much additional cover over the final C-33 sand layer. Placing too much cover will inhibit plant root growth. Because the C-33 sand is sub-surface irrigated,grass and other ground cover will grow rapidly,forming a firm protective cover over the OSCAR. At the end of the first growing season the C-33 sand layer will be as firm as native soil to walk on. Cover Options include: • Landscaping jute mat with grass seed or ground cover plantings • Thin layer of mineral soil low in organic content(<10%organics) • Thin layer of crushed or washed rock for wind erosion protection • Thin layer of bark or wood chips Do Not Cover C-33 Sand drainfield with: • Organic mix(manufactured top soil from compost) • Filter fabric OSCAR local authorized dealer supply kit contact info: • H.D. Fowler(Tumwater) phone (360)459-7300 • Ferguson Waterworks (Silverdale) phone (360) 697-1510 • lconix Waterworks, (Tumwater)office (360) 539-7518 F r �lfgSpNco� 'u 0??O . Nry 26 OSX-240-5S 5 6' 3a MIN. SHOULDER LENGTH A —4—i 1"SUPPLY Cl 1 lI {I r. _- - eU 3 L L— L tttQQ 1'•RETURN INSPECTION PORT ..-.. .. .... - A!—J Nan View NTS 4"SLIP CAP COIL 01. ° `- 60 PREPARED SOIL SURFACE ASTM C-33 SAND �O� INSPECTION PORT 00 0� O et, bw � ay� O Section A NS S ' tom. Ge.K.K.eiv\, .-- b 0,&\A/.. 1 ,s(5-1OX02 Tanks o 2 • s \ o,�.A O Pre-cast Concrete Pre-cast Concrete '1.-' Septic Tank Discharge Tank Cli I i } r I -,._ ci 2/3 1 1 ki } \\c'' _ 0 .,4,i $ I ll 31, II ) PLAN VIEW VENTED LID delt)" 4)01, 4$*.As TTL �n, �F� . c , sibT1! _.. .4 y� __ — !'4) h r <41 i I loj. n, ,;.,, z�� Ft IOA Ki 9Py T......:. 10AT5 v :C �I ��. ?.. a o° 1 ,•.Y ug a. 24" o :;.tiff'. R Y ••! 18"-27" ' _ 11g�� 4 /Vs w (18"PREFERREDI /�:++' n Sp 'e.Y •� .. . ..fo..'o'. :�--6i. %4�•3k:. .. ..:o•.... . CROSS SECTION LOWRIDGE ONSITE TECHNOLOGIES DRAWING ID: XO2 Tanks SCALE: NTS DRAWN BY: DBM CK BY: DAVE LOWE DATE: rv: 02.22.2023 X02 Tanks ........ Wail= IMP MI i „,..,...„ ill /.----, 3 ' F•laboceson 1; ' Mgso FEB u 2 2025 N pp pN1�NV/RpNME 0JA NTAL yEAC ty IIM ' aws 1 ilium....,, 2/3 i13 •■MI 1:: • . III' Treatment tank Discharge tank (,5erc G). 1 o &9,, Introduction: The OSCAR-XO2 treatment system is comprised of two systems: the XO2(a septic chamber, aeration chamber, clarifier, and pump chamber) and the OSCAR: coils, C-33 sand, reverse flush headworks, and control equipment. Wastewater is collected in the septic chamber where gross solids are separated.The waste stream is aerated in the aeration chambers. Aerated effluent passes though the clarifier then into the pump chamber. The expected waste strength will be 30 mg/I CBOD5 and 5 mg/I TSS. Effluent is dosed through a 120 mesh disc filter to OSCAR coils, installed in ASTM C-33 sand. Effluent discharged from the coils is treated by the sand prior to infiltrating into the receiving soil. Final discharge is expected to reach 2 mg/I CBOD, 1 mg/I TSS, and 36 FC/100 ml of effluent, meeting Treatment Level A. The XO2 tanks can only be used with OSCAR coils. Design: The single family residence packages are designated as: OSXO2-240, OSXO2-300, OSXO2-360, OSXO2-450, OSXO2-480, and OSXO2-600 and have the corresponding design flows of 240, 300, 360, 450, 480, and 600 gallons per day. The O5XO2-240, 300, 360, 450, and 480, are standard packages. Design flows greater than 480 gallons per day are considered custom and will require design assistance from Lowridge Onsite Technologies, Inc. For the standard single family residence OSCAR-XO2 package parts list see the appendix. The XO2 can only be used with OSCAR coils. All tanks must be approved by Washington Department of Health. An OSCAR-XO2 is two technologies combined together as one. The system can be designed in increments of flow up to 3500 gallons per day. The OSCAR has different sizing criteria than the XO2. The XO2 is designed in increments ranging from 500, 750, 1125, 2250, 3,000, to 3,500 gallons per day (see Table 1-2). The OSCAR is designed in increments of 62.5 or 125 gallons per coil per day, depending on coil model (see Tables 2 and 3). Consequently, a design for a 7 bedroom system (840 gpd) would incorporate a 1125 gallon per day XO2 plus 14 OS-50 OSCAR con ,- (875 gpd). XO2: �qs Pen : - � °C p�NrY t72�o �` Treatment Tank: The partition wall between the first and second em,,, <2 of the tee bafflecompartment of the treatment tank must have a 4 located between 40% to 60% of the liquid depth.shole or the bottomO� �NMFNk Discharge Tank: The patrician between the first and second compartment of F40yy the discharge tank must have a 4 inch by-pass hole located at least 18 inches above the floor of the tank and no more than 27 inches between the bottom of the by-pass hole and floor of the tank. Recommended hight is 18 inches, if possible. U S—O-'O &a. u 1 ,Sle? @ . le 1-2_ ---- • d: � ;. W;rifler b E 500 gpd 660-670 f 330-340 660-670 330-340 80 Vm I 750 gpd 1,000 I 500 1,000 500 1120 I/m or more 1125 gpd 1,500 ' 750 1500 750 ! 180 I/m or more 2250 gpd 3,000 ; 1,500 3,000 1,500 1360 Vm or more 3,000 gpd 4,000 ' 3,000 4,000 2,000 ' 480 I/m or more 3,500 gpd 4,500 , 3,000 4,500 3,000 560 I/m or more _._................_.......... ._i_.........__._........_..........._._........ _._.......__.._.....__...._....._._......_ .._......__..._....__._........._........_...._..............................._................. SUBMITTAL DATA SHEET Thermoplastic Reinforced Thermoplastic motor bracket and discharge with built-in guide bearing.This 1/2 HP pump has a stainless steel top bearing and motor coupling. These are assembled with our A.Y. McDonald stainless steel motors.Two wire single phase models include pump, motor, and 10' lead. This four inch submersible is supplied with grounded leads meeting the National Electrical Code(N.E.C.)specifications. The performance curve below will assist you in choosing the pump that meets your needs. A MODELS I E-30 GPM 00 E - 30 GPM B 300 ; —4....4. .._.,_:. —__ :.....i. ' j_.s �.._._ ( SHUTOFF HEAD W 1/2 HP 122 FT. • 53 P.S.I. Li 200 i i Q Fl+sh... ,..., i W too —1/2HP•4SPAGESe . -i_ �� Ig 4it) Dose r {. l Simplex 0 5 19 15 20 25 30 35 40 FLT Duplex 0 10 20 30 40 50 60 70 vo4 1 pp. OfrDuplex ,�/ 0.._ `� •Fourplex 0 20 40 60 80 100 120 140 N FLOW GPM ryF4,,,, 106 Specifications %4 N�cilitF Model HP Material Volts Phase A B Wt. g0T,y LOT-30 1/2 Plastic 115 1 10.94 9.53 23 UT.1256 __. McDonald SUBMITTAL INFORMATION - Stainless steel pump shell and pump shaft - Powered by A.Y.McDonald submersible motors 1/2 HP. - Reinforced Thermoplastic diffusers and impellers - 1 1/4"FNPT Discharge - Thermoplastic intake screen and cable guard NO-LEAD:The weighted average of the wetted surface of this no-lead product contacted by consumable water contains less than one quarter of one percent(0.25%)lead. Lowridge Onsite Technologies,Inc. Toll Free: 1-877-476-8823 dave@lowridgetech.com P.O.Box 1179 Fax: 1-425-335-3622 oscaronsite.com Lake Stevens,WA 98258 A.Y.McDonald considers the information on this assembly drawing correct when published.Item and option availability,including specifications,are subject to change without notice. Submitted by: 1/2022 Headworks HWN- .7-RF O FROM PUMP /o \\ , / -0 "'- r illital 3/4"Flter 1 ) 4, .e r O _ _II J/4"water n.tt r NJ 111111 O-- (A) ,4-1e.\\ di IP- . a c---/C) ti roo;(/ FROM COIL TO TANK TO COIL Ik -ar Panel Wiring Diagram =Factory Wire Model LF1 P-RF-ARA .... .Field Wire From Main Power Panel Quote#013023DC3 120VAC,10,60 Hz. Main disconnect 1.1 provided by others. GND 1. SMC1 PUMP 1.2 L1 1Li ; m 240VAC 10 N Ni CB 20A 3/4Hp NP 1.3 1 j 1.4 From Main Power Panel 120VAC,10,60 Hz. Main disconnect provided by others. 1.5 GND 1 BLOWER 1.6 L1 1 ; LB ♦ 0120VAC 10 N N2 CB 1 O 1/4Hp NB --♦ 1.7 0 BLOWER 1.8 • 120VAC 10 • - 1/4Hp 1.9 0 BLOWER 1.10 --• 120VAC 10 -- 1/4Hp 1.11 S. 1.12 GND 1 L1 Li 1.13 N CI 1.14 CONTROLS _- CB 10A LOGO BASE LOGO 1.15 Li N SIEMENS 6ED 1052-1 FB0B-0BA1 1.16 High Level , 0 - .- © ® ® -I- Alarm Timer/ -� A 1.17 ........-..u-, .., 0 -4•- 1 i1 ;i Redundant Off 1.18 FEB 0 2 2026 1.19 MASON COUNTY ENVIRONMENTAL HEALD- o --IF—© ® DJA 1.20 ALl1 1.21 Push to Slence la 1.22 HAND PUMP 1.23 SEMICONDUCTOR OFF Si , SMC1 ,. MOTOR CONTROLLER O1 SIEMENS 1.24 l'''' 1=14AD 3RF2150-1 BA22 1.25 EDW-WD•OEM-121 1.26 Rev.1.0 O0210912023 k?26 Page 1 of 3 2.1 2.2 HAND • VALVE V1(S1,S2) OFF 52 i CR1 A2 • RELAY Q2 I 2.3 • l � IDEC 1 AUTO RJ2S-CL-Al20 2.4 • H�D VALVE V2(S3,S4) Q3 OFF 53 1 CR2 az • RELAY 2.5 • IDEC I AUTO RJ2S-CL-Al20 HAND 2.6 4 • VALVE V3(S5) OFF S4 CR3 • RELAY O4 A2 IDEC 2.7 • I I RJ2S-CL-Al20 AUTO 2.8 2.9 LOGO EXPANSION LOGO EXPANSION DM8 2.10 • O ❑N • SIEMENS 6ED1055.1 FB00-0BA2 2.11 Q1 (O5) ALARM LIGHT 2.12 • ... -1l-t AL1 Q Y IDEC O2 NW SERIES (O6) AUDIBLE ALARM 2.13 • A • FLOYD BELL + - SP-1081 Remote Alarm REMOTE ALARM 2.14 4 Q I. p (AHW OR EQUIV. wee Alarm 120 VAC ALARM) 2.15 Pp ' 1,5 2,6 TRANSFORMER :- 2.16 Signal CL2-40-24 120V-24V E8 2.17 CQ FUSE 7 12 40VA MA ON ���� U- N 2A F1 7)/ENV�RO 2.18 20mm - DJA NMFNTAC HFA4tH CR1 N/C • Common SOLENOID VALVE Si 2.19 174 lat I.1 24VAC VALVE PROVIDED BY OTHERS 2.20 Iii"1il SOLENOID VALVE S2 2.21 N/C i=; Common 41 24VAC VALVE PROVIDED BY OTHERS 2.22 111111111 CR2 N/C Common SOLENOID VALVE S3 2.23 114 R -' I iiI ! 24VAC VALVE PROVIDED BY OTHERS 2.24 1111/111 N/C Common SOLENOID VALVE S4 2 25 I 1 4 24VAC VALVE PROVIDED BY OTHERS 2.26 Mill CR3 N/C I.' Common SOLENOID VALVE S5 2.27 114 Q I 1 24VAC VALVE PROVIDED BY OTHERS 2.28 I I I I,I I I I EDWWD-OEM-121 k31-64 IS O I S Rev.1.0©02/09/2023 Page 2 of 3 3.1 3.2 ^ ���------��� ��1------��1 Control PanelPanel Connections 3.3 0 ', ' 0 0 n 0 V1 V2 V3 0 3.4 Y Y 4+ 4+ 4,_I f.4•, o' 00000 3.5 vivo Pressure Switch 3.6 High Level Alarm Timer/ Redundant Off 3.7 3.8 LP NP LB NB T T 3.9 * 3.10 CI CI 3.11 ` J Discharge 3.12 3.13 3.14 3.15 3.16 Pp op � FA I/Zo O 3.18 4f.QS'O ea i�e/� Nco04,7., ??0?6 3.19 3.20 O iJA NM�N'4( �N ��� 3.21 3.22 3.23 3.24 3.25 3.26 3.27 (Lk ©s ELM-WO-OEM-121 Rev.1.0 O02/0912023 Page 3of3 •+1 Ctivu w Septic De4igivs OSCAR XO2 Pretreatment <: � 5100349 INSTALLATION& MAINTENANCE PAULA JOY JOHNSON ' /j', OSCAR At-Grade Drip Distribution Systems bl[3l"S;.[C;�{f•""y • 1. Installers must attend OSCAR XO2 training and be certified by Dave Lowe at Low Ridge l 2'11-Z 5-- Technologies(www.lowridgetech.com)prior to installing this system. 2. Installer must review OSCAR XO2 installer manual prior to system installation. 3. OSCAR XO2 supply kits are available through LowRidge Technologies approved suppliers only. 4. The Treatment Tank and Discharge Tank must both be 2-compartment, State approved and sized per the OSCAR XO2 manual and the onsite wastewater treatment system designer. 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. 13. Flow inducer tube or block are not required for the pump, it can sit on bottom of tank. 14. Install return line from headworks back into the tee outside the inlet of the treatment tank. 15. Waterlines must be a minimum of 10' to any tank or drainfield(a reduction to 5' may be obtained with a State waiver on lots that meet minimum lot size). Encase all water lines within 10' of septic transport lines and under any driveway/parking areas. 16. Divert all storm water runoff and house downspouts away from on-site sewage system. 17. No curtain drains allowed within 10' of the up-slope edge or 30' of the down-slope edge of the drainfield and reserve area. 18. Inspect floats, clean filters,and test high water level alarm every 6-12 months as needed. 19. All materials and workmanship must meet County and State regulations. 20. Deviation from this design without prior approval from the Designer and Mason County Environmental Health Department will make this design null and void. 21. All manhole lids and access, sampling or inspection ports must have locking covers and be located at ground level. 22. The tanks are to be protected from vehicle traffic or traffic-rated tanks may be used. 23. The drainfield is to be protected from all vehicle traffic or other damaging factors that could compact or disturb the soils. 24. The preferable cover planting for subsurface drip is turf or grass, or non-invasive groundcover plants. It is recommended to install an optional jute mat upon completion of the drainfield to prevent erosion and then seed with grass immediately. Other options include a thin layer of mineral soil low in organic content(<10% organics)and grass,a thin layer of crushed or washed rock for wind erosion protection,or a thin layer of bark or wood chips. 25. Do not cover the drainfield with organic mix(manufactured topsoil from compost)or filter fabric. 26. 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. 27. Home/property owner is responsible for all property lines, corners, surveys, encroachments,etc. 28. Owner Please Note: When you begin using your septic system, contact your septic installer to discuss setting up a schedule for your required Operation& Maintenance. fS0c-