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HomeMy WebLinkAboutSWG2025-00219 - SWG Application / Design - 6/10/2025 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 SHELTON: ,S 42TON, ,EXT 400 584 A BELFAIR:360-275-4467,EXT 400 Public Health & Human Services ELMA:360-482-5269,EXT 400 FAX:360-427-7787 On-Site Sewage System Permit: SWG2025-00219 COQ 1\7 1 APPLICANT SEABRIGHT ET AL ELIZABETH Phone: Address: DEAN ABIVA SHELTON, WA 98584 OWNER SEABRIGHT ET AL ELIZABETH Phone: Address: DEAN ABIVA SHELTON, WA 98584 SEPTIC DESIGNER PAULA JOHNSON* Phone: 360-898-2255 Address: 171 E VUECREST DRIVE UNION, WA 98592 SEPTIC INSTALLER county line development Phone: 360-292-0909 Address: 1811 PADRICK RD CENTRALIA, WA 98531 SEPTIC INSTALLER MICHAEL LOVELY* Phone: 360-292-0909 Address: 1181 Padrich Rd CENTRALIA, WA 98531 Site Address: 360 E BAYVIEW DR Primary Parcel Number: 320024390010 Permit Description: New 3bd Oscar X02 Permit Submitted Date: 06/10/2025 Permit Issued Date: 06/27/2025 Issued By: Rhonda Thompson Current Permit Fees Paid: $555.00 (additional fees may be required upon installation of system). Permit Expiration Date: 06/26/2028 (based on date of inspection) Permit Conditions: 1 Proposed development subject to zoning requirements and approval by the planning department staff per Mason County Title 17. 2 Permit must be installed by a Mason County Certified Installer unless prior written authorization from Mason County is obtained. 3 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 backfill of system components. 6 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for final installation approval. THIS PERMIT MUST BE ONSITE DURING INSTALLATION OF OSS. PROPERTY OWNERS ARE RESPONSIBLE FOR DETERMINING AND MARKING ALL PROPERTY LINE AND EASEMENT LOCATIONS. THIS PERMIT MAY BE REVOKED IF THE SITE CONDITIONS HAVE CHANGED SINCE THE SITE WAS INSPECTED AND DESIGN APPROVED. FINAL INSTALLATION APPROVAL IS REQUIRED PRIOR TO TEMPORARY OR FINAL OCCUPANCY OF ANY RELATED STRUCTURES. For Final Inspection visit: masoncountywa.gov/health/environmental/onsiteloss-inspection-request.php or call: 360-427-9670, extension 400. OFFICIAL USE ONLY - MASON COUNTY DATE RECEIVED: _ _ /�5 L (� Cn > ` AMOUNT RECEIVED: r � REC'ciVED BY: 0 1T1 �1— Public Health & Human Services 8 Cl) o Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 �, `,� ^�� - 0 415 N.6th Street-Shelton,WA 98584 W f/ z cn Z -0 ON-SITE SEWAGE SYSTEM APPLICATION m n PHONE r APPLICANT (253)375-5253 Z Elizabeth Seabright z MAILING ADDRESS•STREET,CITY,STATE:ZIP CODE .helton WA 98584 co 201 SE Weston Rd rf 1 xi SITE ADDRESS-STREET.CITY.LP CODE Lr� Shelton WA 98584 I Ca360 E Bayview Dr •......• o PHONE I N NAMEOFDESIGNER © O ` (360) 898-2255 Arrow Septic Designs, Inc - PHONE 0 0 NAME OF INSTALLER (360)292-0909 < I County Line Development z Wei DRI G WATER SOURCE O PERMIT TYPE(se/ea one) -RIVATE INDIVIDUAL WELL l].PRIVATE TWO-PARTY WELL Z I N -I •p.„-•.,.,iceI Call RESIDENTIAL OSS �L COMMUNITY OSS PUBLIC WATER SYSTEM I TYPE OF WORK(select one) I if.NEW CONSTRUCTION/UPGRADES ff.REPAIR 1 REPLACEMENT OTH R DETAILS(se!ecr a!that appry) 0 TABLE X REPAIR 0 SURFACING SEWAGE 0 EXISTING FAILURE ❑SHORELINE c I W SUBMITTELSAFTERO I_�A DESIGN FORM(REQUIRED) SEPTIC DESIGN(REQUIRED) BEDROOMS BR i L4 92 ac WAS QLYES CREATED O7!2025� I T ICO WAIVERS)(IF APPLICABLE) I IDIRECTIONS TO SITE AND SITE CONDITIONS ter.!xkEd gale) O Go out Hwy 3 and turn (R) onto E Agate Rd. Turn (R) onto E Bayview Dr. Destination on r I (R). Yellow sign: "Seabright". Walk to end of gravel driveway- holes to (L). O 0 I .. I0 SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS OFFICIAL USE ONLY BELOW THIS LINE UPGRADE!FAILURE SOURCE(!or reportn9 purposes) 1 0 VOLUNTARY 0 MAINTENANCE/PUMPING ❑BUILDING PERMIT 0 HOME SALE 0 COMPLAINT 0 OTHER'. COMMENTS I CONDITIONS INSPECTOR SOIL LOGS .—'Aih -• 0 1 i9 Ctl 1 @+ }1.VA+— b_ N Cti /) (41--m-oi+ 1k� iT L1 54Yht a.5 T RECORD DRAYNNG AND INSTALLATION REPORT SOIL CODES: REQUIRED FOR FINAL APPROVAL =VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS DATE INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE i APPLICATION APPROVED!ISSUED BY Kfirvirn ��� CIufis 66 I ta THIS FORM MAY BE SC /zNNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:4/14/2025 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 3 2 0 0 2 — 4 3 — 9 0 0 1 0 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. '1 Cross-section sketch.including all applicable items on checklist. This form may be scanned and available for public view on the Mason County Web site. alaxinnan paper size: 11"_V I PARCEL IDENTIFICATION Permit Number: SWG 20 '-bfal Designer's Name: Arrow Septic Designs, Inc___ --- Elizabeth Seabright Designer's Phone Number: (360)898-2255 __ Applicant's Name: _—_ ----- Mailing Address: 201 SE Weston Rd Designer's Address: 171 E Vuecrest Dr Shelton, WA 98584City —-- Union, WA 98592 State Zip aula hCtC.001'Tt City State Zip Designer's Email P j@ DESIGN PARAMETERS Treatment Device OSCAR X02 ❑Glendon 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter 0 ATu U Other Treatment Level(check all that apply): ,z A C R 0 C 0 Rl.l 0 RL2 Bl.:t n E n N Drainfield Type Sub Surface Drip 0 Gravity fi�Pressure 0 Trench 0 Bed fie 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 gal Tank Capacity(working) X02 1,000 2-comp Number 6 Receiving Soil Type(I-G) 5 Separation .5 ft Receiving Soil Appl. Rate 0.4 gpd/fr Orifices Required Primary Area 900 tt` Total Number of Orifices 50 x 6=300 Designed Primary Area 900 ft2 Diameter emitter in Designed Reserve Area 900 ft2 . Spacing 6 in Trench/Bed Width 20 ft Manifold Trench/Bed Length 45 ft Schedule/Class 40 Elevation Measurements Length 40 ft Original Draintield Area Slope 0-2 go Diameter 1 in New Slope. If Altered 0-2 a/o Preferred manifold configuration used? gif Yes 0 No Depth of Excavation Up-slope 0 in Transport Pipe from Original Grade Down-slope 0 in Schedule/Class 40 Designed Vertical Separation 15+ in Length 50 ft Gravel-based Drainfield Required? 0 Yes El No Diameter 1 in Pump Required? Stf Yes 0 No Dosing and Pump Chamber Number of doses/day411 Pump/Siphon Specifications Dili.in Elevation Between Pump& Uppermost Orifice 5 _ft Dose quantity .89 6nt Drainfield Squirt Height'Selected Residual(head) — ft Chamber Capacity(flood) 1,000 2-comp gal Uppermost Orifice el Higher 0 Lower than Pump Shutoff Pump ! controls: Please check those required. Capacity ATotal Pressure Head 6.2 gpm ai Timer 0 B'apse Meter ❑.vent Counter Calculated Total Pressure Head 6.5 tt If Timer: Pump on 30 sec ,Pump off 3 min APPROVED r,i/ Comments A P 1 R v D E JUN 2 7 2025 MASON t,Wlm E4VIRONMENTAL HEALTH Revised: /14i2025 1 1 RET 1 DESIGN FORM—PAGE TWO Assessor's Parcel Number: 3 2 0 0 2 — 4 3 -- 9 0 0 1 0 , { Permit Number: SWG DESIGN CHECKLISTS j Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch Test hole locations 0 Drainfield orientation and layout Reference depth from original grade: 0 Soil logs 21 Trench/bed dimensions and ' Septic tank Property lines critical distances within layout Gif Draintield cover lid Existing and proposed wells D-Box/Valve box locations Reference depth from original grade within 100 ft of property 21 Septic tank/pump chamber and restrictive strata: 0Measurements to cuts. banks.and locations C>71 Laterals, trench/bed, top and surface water and critical areas lil Observation port location bottom 0 Location and orientation of 121 Clean-out location 0 Curtain drain collector curtain drain and all absorption g Manifold placement 0 Sand augmentation components 10 Orifice placement Other cross-section detail: 10 Location and dimension of l Observation ports/clean-outs primary system and reserve area 21 Lateral placement with distance to edge of bed Other information IZT Buildings g Audible/visual alarm referenced Yes No Direction of slope indicator C>d Scale of drawing shown on scale Lf 0 Design staked out 0 Waterlines bar ❑ Q(Recorded Notices attached IZ1 Roads,easements.driveways, p Elevation benchmark and relative 0 21 Waiver(s)attached } parking elevations of system components 21 0 Pump curve attached North arrow and scale drawing 0 l'Evaluation of failure shown on scale bar Non-residential justification A ❑ G 'Waste strength 0 l�Flow DES A' .''(,a VAL The undersigned designer must be notified bye `Q....�-• _ .,,• allation g Yes 0 No '. 51np348 `Ei "y—W Signature JOY JOHNSON•• + Date The undersigned has reviewed this design on behlrffiAidri nt}'u''ic Health and determined it to be in compliance with state and local on-site regulations: te/v) 6 (74b-r- Environmental Health pecialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped "Approved" by Mason County Public Health.I �n ✓ The Onsite Sewage Permit has not expired, the Permit Expiration Date is: 6 v C/z8✓ 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:4/14/1015 5c .t . Jam✓ — 0 25 -IS Izo b� i Q Fia ' Di- 1 ?Le.'",:- j L tij� � ` s € 9 1 •- cry, c�%fr G•8Ss J l 1 1,„ar.--' .b,...4 L•,„,..1pot % /•,..,.,;-`:::ip.AUTA5JOYU34O0HNON `rS • . • e�'JA 2 :4 i® 5 S, * ` o f EXPIRES /1 361 x 60• ? °P s.Eo 391 1 2•PRN\(.4 I �' LI' ^ 7 ' 7 � / Zx�4' I S +n;h S't0? 1i I_________k jsApp R ® t JUN 2 7 2025 .\ ��2ePo51° MASONCOUNTYENV1RGh'ME,tiT,AI` EAL �\ w -� TH Corm-o. I P2�.el wit=Auc;o-Visual Ala.—__ RET \ �ii 3 Clea^.ou �\�JJ ,000 Gallon Septic/Aeration M !` 1 v sa_ti 44 M4I N3.7-P'il`t LC'! 2-Co^pa went w c s�se- �I�sMvrK �, \ BE-moe.5-� WA-7-ER LUf� \ i>OOC Gallon^ia.r er/?u-zp "a:c 2-Coxpa.�e : prly SE�T tc TAtiKS1D. r \ d ' /� ly ...9) eacworis 1.014.f..-Ki \%..! tli :t.: to/ O r• i ,----\ OSCAR X02:V:o ^.c Dz ae:c pars GE ,c, cor ec,ENT j 1 1 ` . eA2..1 i42, \ \ 3 -4 74 SDI z G —i`i jNDv �Dns. QnaT5y1- '-Zi5 J:T• S : G s Z:p -t-1 51- Ree- s 1 1 -3c' Nn, L. `• S -c , 15 - ..2" hA c. s j l• • O42� .d 7c G a`� S t.�� O n 59e S M O 9G Uy Cm s["N Q �"'r. V\\ete X � N wg s :!-I: •1 Ut !:ht ;: tr4% i !ck cr; k i? .Nr, oN< �'$m o�wr2 o .1 VI So$ ' 8 i. &m ,c ••ry�G,. ^.a <4 , _. stI -. ,. Iti 75gv1 r E% R Z a I % ,F,t,- .5 v H m a ;II gz EYE >.f .3fl z c :a j • • _-j �" NmEq ' Q g Y t 0 w oo P, q IU 1r Oa OYR t yxoxs S� - Ne:strl3x _�89 oZ —a ,,.,4o T!AY"! < al a c7 Z y5+ , i of _ _ �+ most i z 1 z ..1 �� el�o p"S ? 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YI \V S.ii w OR' rs' 0.---p,�sr,B. ....s .ram '� tyE 2 w c< F. y N \ ilq A ' 1. 577l=g1m 7 ix I ' I I I 11 9 I \ IF a!°Z' N 33., 3..3�3 B33 Sg • © o • •■ I d = 4S4Rg }Q ;gR 8< t t1tiu4I IIRtI II a.....ri r tirt o3 uosdw �zzs zz 3% , tO bzi .yd tO/ �iZZQfZ � OSCAR-X02 at-grade drip design calculations Friction Loss Calculations: F = L(Q/K)185 • 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 2) Hydraulic Layout*OS-50 coils* Design Flow Total Coils #of lats Coils per lat Dose GPM Flush 8sh GPM ExcessO TDH 240 4 4 1 1.4 300 5 5 1 1.75 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' 2 3.5 11.5 50' 600 10 5 Coils must be arranged in a single line F = 50 1.50 /47.8)185 APPROVED F = 1.50 JUN 2 7 2025 Total Design GPM= Flush GPM =6.2 (from chart) MASON COUNTY ENVIRONMENTAL HEALTHRET Total Head = Friction Loss+Elevation from Pump Tank to OSCAR Coil Drainfield Total Head = 1.5+5 =6.5 (6.5 < 50' excess TDH—OK) 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 �5 -4), ,., .. .,,, ,..i.7`,41:.4 j' s'a '' 5 ' eLiCaMbbkiret4;:** . PAULA JOYi ' • 15' (o -ZS 46-61b OSCAR at-grade drip drainfield design calculations Basal Area Calculations: Base Design Criteria: 360 gpd design flow, soil type 5 (0.4 gpd/ft2),flat site (0-2% slope) Basal area required= daily design flow=soil loading rate 360 gpd _0.4 gpd/ft2 =900 sq. ft. Coil length = 6 coils @ 5' diameter(6 x 5' = 30') with 24" coil spacing 5 x 2 = 10' =40' 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 =40' + 1' + 1' =42', use 45' Basal area width= required basal area: minimum basal length=900 sq.ft._20' =45' APPROVE Basal area dimensions=45'x 20' (900 s.f.) JUN 27 2025 MASON COUNTY ENVIRONMENTAL HEALTH Media: C?'"T 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 X02 Control Panel: The LF1P-RF-AR or ARA control panel shall be used to operate the timed dosing sequencing of the OSCAR-X02. Timer settings for the OSCAR-X02 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. yr �t Each OSCAR-X02 unit will include: f •, ` • LF1P RF ARA control panel f!Q '• r )• • LOT-30, 1/2 hp, 120 volt pump • Hi-Blow Aerator, HB-80 (80 liter/minute) =� t • • '•c~ • Hi-Blow diffusers • OS-50 or OS-100 Coils f . F.1oo;.13 • PVC fittings and drip tubing adapters ?A ULAJOY JOHNSON'�\t r;_ LtL hStti 5 G1r ER • HWN-.7-RF automatic headworks t � ` EXPI E i I �g� • Solid %z inches poly tubing for connections (49 --CO_Zs- • 2 float switches 566Ib Headworks: HWN-.7-RF • / inches Arkal disc filter, mesh, 130 micron • 3/4 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 s and other cover will inhibit plant root growth. Because the is crface the OSCAReAt ghesend of the first ground cover will grow rapidly, forming a firm protective over over 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 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. • Iconix Waterworks, (Tumwater)office (360) 539-7518 APPROVED J U N 2 7 2025 MASON COUNTY ENVIRONMENTAL HEALTH RET g 7. I C o., 4 .X.; u- c�` in 03• c. .... ,._ c Z Q F V F v a _! Z Q 1 W d' y y n W : ..;JI -Tr Rom/ vIii Q r I— _ , I..:..`v.: if; _ Z�` o s Z - 1 N 4 f c � �1 ' APPROVED =J H±CIM 1VSd9 JUN 27 2025 i CaZ MASON OUNTY ENVIRONMENTAL HEALTH RET 1 4,- M N C N N N VIO n H ZI i Q J Ili W a le 0 a V, VI O > ae Z U ,...,7„7,-.e.7.. ._ -_ ,n. . . . t. .. .ilk II_ erg/ a•slisiv«::: / 2 ib• I Z V R t�j iii °° j` II /-- i}ltii 'I pppc...��� , 1 ‘ sd..,/ C':n t'll'11, r'' 1-: VI I ii Liz ° ;ten c 0 .11 L• • a ; Zi ,,c y N I � . t , 01 I!di b : a r1Y V W APPROVED DI W JUN 2 7 2025 WI o Z MASON COUNTY ENVIRONMENTAL HEALTH Fd a 3 RET o 0 b -► b X02 Tanks I I jolt, ii :..,____„ . , --I.:---: 1.11111011 { i . ii...•• . ., • ......_ g...„it. . ,. ..i_.. p LII7'.... . .=, • 1OD0 adkn 1003 Gallon • : gi. . ilt. Treatment tank Discharge tank Introduction: The OSCAR-X02 treatment system is comprised of two systems: the X02(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 CBODS 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 X02 tanks can only be used with OSCAR coils. APPROVED J U N 2 2025 MASON COUNTY ENVIRONMENTAL HEALTH RET Design: The single family residence packages are designated as: OSX02-240, OSXO2-300, OSXO2-360, OSXO2-450, OSXO2-480, and OSX02-600 and have the corresponding design flows of 240, 300, 360, 450, 480, and 600 gallons per day. The OSX02-240, 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-X02 package parts list e a the appendix. Washing�on Department 2 can only be used with OSCAR coils. All tanks must be proved by of Health. An OSCAR-X02 is two technologies combined together as one. The system can be designed in increments of flow up to 3500 gallons per niday. The menOSCARrangihahas different sizing criteria than the X02. The X02 is designed 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 X02 plus 14 0S-50 OSCAR coils (875 gpd). X02: Treatment Tank: The partition wall between the first and second compartment of the treatment tank must have a 4 inch by-pass hole or the bottom of the tee baffle located between 40% to 60% of the liquid depth. Discharge Tank: The patrician between the first and second compartment of 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. Table 1-2 --.: ate sx_.,; 43d 660-670 330-340 660-670 330-340 80 Vm 500 120Vmormore T5F? pd. 1,000 , 500 1,000 ? -._ 1125 gpd 1,500 ' 750 I 1500 750 1801/m or more —.__..._ - — - 2250 gpd 3.000 1.500 3,000 1,500 : 360 m or more 4,000 3,000 4,000 2,000 480 Vm or more 3,000 gpd -- —3,500 gpd d 4,500 3,000 4,500 3,000 560 m or more APPR®VED JUN 21 2025 MASON COUNTY ENVIRONMENTAL HEALTH RET IC I 7__omsffiio__i______„_„__,......_._______. SUBMITTAL DATA SHEET 1 Thermoplastic . 1 Reinforced Thermoplastic motor bracket and dischargbwith ougA.Y.McDonaid stainless P peel motors.Two stainless bearing.This 1/2 i steel top bearing and motor coupling.These are assembled 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. i I A The performance curve below will assist you in choosing the pump that meets your needs. MODELS I E-30 6PM APPROVED PROVED JUN 2 7 2025 MASON COUNTY ENVIRONMENTAL HEALTH E - 30 GPM RET l 1 300 I SHUTOFF HEAD i ! _ l T i— lit HP 122 FT. • 53 P.S.I. � i ` J T :—t— W = Rush--1.-. ..- I I � .. too —1/2HP• Simplex 0 . 5 t0 1� 20 25 . . 30 35 40 D lex— ..0_ 10 20 30 .._. .. 50 80 70 80 Fourplex 0 20 40 60 80 100 120 140 160 FLOW GPM Specifications Model HP Material Volts Phase A B Wt. i OT_3c. 112 Plastic 115 1 10.94 9.43 23 E< ,35G t`EN:maid 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 dave4lowridgetech.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. 112022 Submitted by: V 1b I i l 1 , o J Fa- --a i F- -- 0 Z 0)... A cifS. , ,0 1 L-- r•-.1 2 I ,, 1 0) )0 ,if,,____,e _ = o , l . LL (0) ' k.) is --10- . --- 0 .., 1 1 j .." !. ) /CDce i 1 APPROVED JUN 2 7 2025 MASON COUNTY ENVIRONMENTAL HEALTH RET Panel Wiring Diagram FadoryVYre ... =FieICWre Model LF1 P-RF-ARA Quote#013023DC3 From Main Power Panel 120VAC.10.60 Hz. Main disconnect 1.1 provided by others. GND SMC1 PUMP 0 240VAC 10 BSI 1 , LSI 3/4Hp 1.2 L1 CB 2OA N 1.3 1 4 From Main Power Panel 120VAC,10.60 Hz. Main disconnect provided by others. 1.5 BLOWER GND 1 ,20V1/4 t a10 1.6 Lt CB 10A --� N Q 1.7 -',0 BLOWER � 120VAC 10 1/4Hp 1.8 • 1.9 O BLOWER 1.10 -_, 120VAC 10 1/4Hp .. 2. 1.11 1.12 GND 1 Lt m 1.13 N ICI 114 CONTROLS _- CB 10A LOGO BASE LOGO SIEMENS 1.15 m © 6E01052-1FB08-0BA1 1.16 1 High Level I 0 _ •-(� El Ea —Lwarm 1 { Timed 1.17 0 €j .. , 0 Redundant Off i 1.18 1.19 , -_ _ © ® APPROVED i20 JUN 27 2025 1.21 Push toSience �— El MASON COUNTY ENVIRONMENTAL H LTH 1.22 RET HAND PUMP 1 SEMICONDUCTOR 1.23 OD . MOTOR CONTROLLER OFF s' Cl SIEMENS �A! 3RF2150.18A22 1.24o 1.25 EDW.WD-OEM Rev.1.0©02/09/21 Page 1 o 1.26 V3 Ib MIIIIINMIIIIIIIMIIIIIIIMIIIIMIIIIMIIIIIIIIONIIIMIIIIIIIINIIIIIIIIMIV • 2.1 HAND VALVE V1 (S1.S2) RELAY 2 2 02 OFF s2 v IDEC CL-A120 23 ♦ I AUTO HAND VALVE V2(S3,S41 RELAY 2 4 03 OFF ss • 1® v IDEC CL-A120 AUTO 2.5 HAND VALVE V3(S5) •FF $4 RELAY 2.6 O A2 IDEC Q4 RJ2S-CL-A120 J O 27 2.8 2.9 LOGO EXPANSION LOGO EXPANSION DM8 � SIEMENS ` ea O 6ED105S1FB00-OBA2 2.10 2.11 Q1 ALARM LIGHT (Q5) All Q .. IDEC 2.12 • �� �; HW SERIES . 2 (06) , + IO AUDIBLE ALARM FLOYD BELL 2.13 SP-1081 (R. A LAREMOTE ARM _ _ 5 (AHW OR EOUIV. 40 2.14 - 120 VAC ALARM) Light ALum 2.15 1,5 tAa 2,6 TRANSFORMER 2.16 Signal CL2-40-24 120V-24V 7 12 40VA 2.17 FUSE - _ 2A it 20mm — 2.18 CR1 N/C iEl Common SOLENOID VALVE Si 2.19 I;4 -? I 1 24VAC VALVE PROVIDED BY OTHERS 220 1111l1i11 N/C ICI Common SOLENOID VALVE S2 2.21 I-1 -, 24VAC VALVE PROVIDED BY OTHERS 2.22 IIIIIIIII CR2 APPROVE N/C ICI Common SOLENOID VALVE S3 ♦ 24VAC VALVE 2.23 1 to IM1 PROVIDED BY OTHERS IllIIIIII 2.24 JUN 2 7 2025 N/C IUI Common + SOLENOID O ENAC O D VALVE S4 24VE 2.25 MASON COUNTY ENVIRONMENTAL HEALTH 1 1 PROVIDED BY OTHERS 2.26 RET vigil CR3 N/C Ili Common + SOLENOID VALVE S5 L;J 24VAC VALVE 2.27 114 I W 1 PROVIDED BY OTHERS I I"'I I EDW-WO-OEM-1 2.28 Roy.1.0®02M9120 Page 2 of 14 ® 1 lc 3.1 3.2 Control Panel Connections 3.3 Y 4+ Y Y 4+ } s 4+ Ea 3.4 •..� S4 S5 S1 S2 S3 Q a Pressure 3.5 Switch t High Level 3.6 Alarm Timer/ Redundant Off 3.7 _ T 00 NB 3.8 } t • 3.9 3.10 0 CO 0 0 4 3.11 Discharge 3.12 3.13 3.14 3.15 3.16 3.17 3.18 3.19 3.20 3.21 3.22 3.23 3.24 APPROVED 3.25 JUN 2 7 2025 MASON COUNTY ENVIRONMENTAL HEALTH 3.26 RET 3.27 EDWWD-0EM- Rev.1.0©02109/2C Page 3 C •**AA • �' avtaut Septic DQiJigftiJ OSCAR XO2 Pretreatment i•f 5100349r INSTALLATION & MAINTENANCE •;c}.L'tP.AULAC�tdS�ti .jOY JOHNSONi N�a.•T'k OSCAR At-Grade Drip Distribution Systems �waFs 1. Installers must attend OSCAR X02 training and be certified by Dave Lowe at Low Ri ge Technologies(www.lowridgetech.com)prior to installing this system. 2. Installer must review OSCAR XO2 installer manual prior to system installation. 3. OSCAR X02 supply kits are available through LowRidge Technologies approved suppliers only. 4. The Treatment Tank and Discharge oth be treatment systt, State em des gneroved and sized per the OSCAR X02 manual and the onsite wastewater r. 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. EnsureHeadwork an s treemus and shrubs are removed, grass be in boxes accessible from es cut short and then surface for future operation carify surface of ground in 10. y 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. APPROVED JUN 2 7 2025 MASON COUNTY ENVIRONMENTAL HEALTH 1 ke 6,6-1 le RET