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HomeMy WebLinkAboutSWG2023-00091 - SWG Application / Design - 3/16/2023 r, ON. 584 MASON COUNTY 415 N 6TH STREET,SHELT967 ,E 98400 SHELTON:360 427-9670,EXT 400 } BELFAIR:360-275-4467,EXT 400 Public Health & Human Services ELMA:360-482-5269,EXT400 FAX:360-427-7787 On-Site Sewage System Permit: SWG2023-00091 APPLICANT JAN OOSTERVELD Phone: 1.360.443.6937 Address: P 0 BOX 1709 PORT ORCHARD, WA 98366 SEPTIC DESIGNER PAULA JOHNSON -Arrow Septic Phone: 360-898-2255 Designs Inc. Address: 171 E VUECREST DRIVE UNION, WA 98592 Site Address: E Wilson Way Primary Parcel Number: 221147690171 Permit Description: New SFR -3BR Nuwater+ Oscar mound Permit Submitted Date: 03/16/2023 Permit Issued Date: 03/27/2023 Issued By: Jeff Wilmoth Current Permit Fees Paid: $525.00 (additional fees may be required upon installation of system). Permit Expiration Date: 03/27/2026 (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 Drainfield 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. l e•e OFFICIAL USE ONLY MASON COUNTY DATE RECEIVED �• • �� N D COMMUNITY SERVICES AMI RECEIVED v m , Public Health(Community Nealth/Environmentul Health . SWG Z V1 4'5^46t Sto.et..Seao,WA P,58,rri.sOt 4n z3 — ( )a1 t `� 2 - - n:5 4.6ih S:�xt�SnNtort,WA 9P.5& O Z di ON-SITE SEWAGE SYSTEM APPLICATION D g m m APPLICANT i-CAL Jan Oosterveld Brad Lansing (206) 954-4082 z MAILING ADDRESS-STREET.CITY.STATE.ZIP CODE E P.O. Box 1709 Port Orchard WA 98366 CO SITE ADDRESS-STREET.CITY,ZIP CODE E Wilson Way Grapeview WA 98546 I N NAME OF DES:GA'ER PHONE I N Arrow Septic Designs, Inc (360) 898-2255 NAME OF INSTALLER PHONE 0 C PERMIT TYPE(select one) DRINKING WATER SOURCE p- O c�i RESIDENTIAL OSS COMMUNITY OSS COMMERCIAL OSS Ei PRIVATE INDIVIDUAL WELL it PRIVATE TWO-PARTY WELL Z TYPE OF WORK(select one) CE PUBLIC WATER SYSTEM I fif NEW CONSTRUCTION/UPGRADES EREPAIRI REPLACEMENT OTHER DETAILS Isetect attthat apply) ❑TABLE IX REPAIR I SUBMITTALSi� RE CISURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINECD 1/DESIGN FORM(REQUIRED) 3SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE I I) DJWAIVER(S)(IFAPPLICABLE) 3 BR 1.25 acres a tap DIRECTIONS TO SITE AND SITE CONDITIONS.(ex locked gate) Go out Hwy 3 and turn (R) onto E Grapeview Loop Rd. Turn right onto E Wilson Way. I o Destination on (R). Yellow sign: "Lot 1" o I I � SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I OFFICIAL USE ONLY BELOW THIS LINE UPGRADE/FAILURE SOURCE(Ior reporting purposes) 0 VOLUNTARY 0 MAINTENANCE/PUMPING 0 BUILDING PERMIT 0 HOME SALE ['COMPLAINT ['OTHER. INSPECTOR SOIL LOGS COMMENTS/CONDITIONS fir; o-2-2 6.1-- .00-3- 5 ,t. o1 , L 014- 0 lCET [Idli Ij MAR 16 M23 5 0 -1.2.- /1„.-01,,, , ii.,0 -, E.,/ RECORD ORT SOIL CODES: - ERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTSI REQUIRED FOR FINALAPPROVAL. NSP=CTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APP TION APPROVED)ISSUED BY DATE �, , _2, -Z3 3-2t- 051/dit43-�1 � TH F MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12/72015 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 2 2 1 1 4 — 7 6 — 9 0 1 7 1 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. '"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.Maximum paper size: 11 1 7" 1 --46. k , u ,_ 2,7 : I ARCET WFNTIFICATION. .. . Permit Number: SWG .O -3 - DDO °< < Designer's Name: Arrow Septic Designs, Inc Jan Oosterveld Designer's Phone Number: (360)898-2255 Applicant's Name: a Mailing Address: P.O.Box 1709 Designer's Address: 171 E Vuecrest Dr. ' Port Orchard, WA 98366 Union, WA 98592 City State Zip • City State Zip , y - _ _ ES1lGN..PAIt.4METERS . Treatment Device ❑Glendon Biofilter 0 Sand Filter Fit Mound 0 Sand Lined Drainfield 0 Recirculating Filter.Type: NuWater BNR-500500 Gallon Pre Trash Tank l�Aerobic Unit Make/Model 0 Disinfection Unit Make/Model Other: Drainfield Type ❑Gravity Pressure 0 Trench 0 Bed 0 Sub Surface 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(1-6) 5 Separation .5 ft Receiving Soil Appl.Rate 0.4 - gpd/ft2 Orifices Required Primary Area 900 ft2 Total Number of Orifices 50 x 8=400 Designed Primary Area 910 ft-2 Diameter emitter in Designed Reserve Area 910 ft- Spacing 6 in Trench/Bed Width 20 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? Cif 0 No Depth of Excavation Up-slope 0 in Transport Pipe from Original Grade Down-slope 0 in Schedule/Class 40 Designed Vertical Separation 16+ in Length 50 ft Gravelless Chambers Required? 0 Yes ft No ❑Optional Diameter 1 in Pump Required? 156 Yes ❑No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 350 Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity 1.03 gal Orifice 10 ft Chamber Capacity 1,000 gal Uppermost Orifice 0 Higher El Lower than Pump Shutoff Pump controls:Please check those required. Capacity C Total Pressure Head 9.20 gpm 6i'Timer IiElapse Meter Q'Event Counter Calculated Total Pressure Head 12.5 ft If Timer: Pump on 22 sec. .Pump off 3 min 44 sec Comments Ap p R O V E jAAR _7 7 7023 1 l°1 MASON-COUNTY ENVIRONMENTAL HEALTH JBW DESIGN FORM—PAGE TWO Assessor's Parcel Number:2 2 1 1 4 — 7 6 -- 9 0 1 7 ,;1 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch fii Test hole locations RI Drainfield orientation and layout Reference depth from original grade: 66 Soil logs g Trench/bed dimensions and g Septic tank g Property lines critical distances within layout RI Drainfield cover 0 D-Box/Valve box locations ig Existing and proposed wells Reference depth from original grade within 100 ft of property 6l Septic tank/pump chamber and restrictive strata: 6� Measurements to cuts.banks.and locations gr Laterals,trench/bed,top and surface water and critical areas g Observation port location bottom g Location and orientation of 62i Clean-out location 0 Curtain drain collector curtain drain and all absorption g Manifold placement 0 Sand augmentation components 61 Orifice placement Other cross-section detail: It Location and dimension of lit Lateral placement with distance gObservation ports/clean-outs primary system and reserve area to edge of bed Other Information 0 Buildings 6if Audible/visual • 't referenced Yes No ` 0 Direction of slope indicator g Scale of drab,; I, •n on scale g ❑ Design staked out It Waterlines bar �- f/4, 0 G'Recorded Notices attached 6i3 Roads,easements.driveways, `a,..y ❑ &i Waiver(s)attached parking t ,, r g 0 Pump curve attached gNorth arrow and scale drawing '°�°i `1 ., 0 g Evaluation of failure shown on scale bar h' . s,00aa9 ..: i Non-residential justificationPAULA JOY JOHNSON ( o r Waste strength • Tim r mi. is Ott" EXPIRES 0 NI Flow DESIGN APPROVAL The undersigned designer must be ified b •instal er at time of installation It Yes 0 No 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 oe• regulations: (`Lrfili--) 3-27 - z3 En ro tal Health Specialist Date 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: 3 - 2 l _ 24 I 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. Updated Date: 12/7/2015 4 I REEL. S 1, i is f� p ••;� j rya-..� La k CD°3 � c0b ap O ........ j N3WoiO aimmi 1►t j . I;lad ► k t O F • r I • a W . 11. t La'..)Li LTI 6 4 0 ' Pe og �� i � r�4 ��a a - iv oao a�onoa ► H • ID ""A * caaoao a 1 Pi r -" liwe • 1,' Lai eV Rill • : _.- . Vimi: • a • . 1 : ::\\ • �W\4 1 ; .I ;i 't \... g " .\i•7‘. .4, '. \ lais • i .1( • .." to\ •sk. - •-- ... i , 1! . . r d li t �'� $ \.•�rN ��\ 113hn t7 �� �\ •` • .. +5 a S 1 \ W :. . ) ! : c... 4 • � � • \`� ` RA, . La ° cil i E . 1 40 1 i • bits 44� 1 . • evil 1 Nk I z $ k z it a/ • g H at JJ..1 • ay ' pp N Q 1 333�.. 4 `i C� Z 0 S • i ; xi+TS* .£s.9$Z0 N IZEZ i h : 1 • .. ' 4$gi f 41 i 9g lz a Ix fi • Uo on .0 2. So -i i oo ?L.O( -PLAN 'AN OOSTETZV L.T? l PAg.r, t42.2-M-1 Li- 010 t 1l E wtLSoN wity CL0+t) w L s Vr\ ) I PPROVED D o N W MAR 2 7 2023 o MASON COUNTY ENVIRONMENTAL HE Je ALTH 4 w 0 D 30 \ 36 4N, G.-0 C 1 R.o ad ta5ctri o ? Q8x&0. -43- zo /s 3 B R 15' /+04 11,Manuf �RFSFQ �opie 45-N,�y J I I r S�opE� s� /-- - _ s SKA�Eo ®' — — — Go ZW{ 314.91, 7)R►VEWA\3 !OS/ -` Key: 0 "TES 7 E-(0 t_ Ol Audio-Visual Alarm :t t#"at.'-0-1 of SI L To SAND 0 Cleanout y 0-22" S1L To ti LO. 3 500 Gallon Pre-Trash Tank �-4^'0-22" SQL. a.RooZS, �Zo_ IN '30 10 M. 04 NuWater BNR-500 Pretreatment Tank *5' 0_ \V SR- To kiZO • r, 01,000 Gallon Single Compartment �;,.'• Pump Chamber/Clarifier Tank s ; '/t, $ .4,),\ 06 OSCAR Mound Drainfield f ;rC� 510CC349 ;t(,.'� ' ' PAULA JOY JOHNSON ..r .1►���ors` o�rl / NuWater ATU Pretreatment to OSCAR at-grade drip design Calculations Friction Loss Calculations: F= L(Q/K)1.85 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 XY Design Flow Total Coils #of lats Coils per lat Dose GPM Flush GPM Excess TDH 240 5 5 1 1.75 9.75 50' 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 PE PROVE A F= 50 (9.2/47.8)1.85 MAR 2 7 2023 F = 2.50 MASON COUNTY ENVIRONMENTAL HEA�Th Total Design GPM= Flush GPM =9.2 JBW 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=2.5+10= 12.5 (12.5<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 , On Time= 1.03/2.8 GPM = .368 min = 22 seconds r .y ,). • pt WAdry' iN^A. Off time=4.1 min—.368 min = 3.73 min = 3 minutes&44 seconds c '. ,vrGiii 5 00349 % y PAULA JOY JOHNSON'•. .s-6411 OSCAR at-grade drip design Calculations Basal Area Calculations: Base Design Criteria: 360 gpd design flow, soil type 5 (0.4 gpd/ft2), sloped site (>5%slope) Basal area required =daily design flow_soil loading rate 360 gpd+0.6 gpd/ft2 =900 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 len 90 p ftR÷b t7 ' or 20' Basal area dimensions=45.5' x 20' (910 s.f.) MAR 2 7 2023 MASON COUNTY ENVIRONMENTAL HEALTH JBW 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,contact Kris Swanson (425) 754-2286 (A • • 5100349 : •:/) PAULA JOY JOHNSON \ LtCI (SE`tiYttiONVI' ) co F a :iy I -1 .. >+ : ¢ . i 1_ y a Z Mr • I O a / z C. 1 11. r I in J(. cia: . • i .....: C • 1 : ` 1 C 1 p ; i • J 1 1 ..00 11�AJ W 1 S e I1 ::QJ . O • • i -. WN Z L= 1 •_ h J W Il te cc o a r11" = R W ic: J a � • . PPROVE TI H1OIM 1VSV8 MAR 2 7 2023 � A- MASON COUNTY ENVIRONMENTAL HEALTH JBW OSCAR-Il 1 f5, - : ., tI ::,.' :'..SEE+iWDRAUUC LAYOUT'ti t.itD-. Wldmllll '.'i.' :,: :r .y v :;E rI .. ... ... .- .-. a v ��:�. APPROVE 3 S • '•..!Svs1YsXX:lf:yr•1�:✓J...'l.>•.::/!:41%.S✓..iL., hG MAR 2 7 2023 ad�S� ! 'aYCA_1lTT ZC Z'1 3�'' „�� MASON COUNTY ENVIRONMENTAL HEALTH 1000 Gallon 1000 Gallon Pre-cast Concrete JBW Treatment Vessel Single Compartment Discharge Tank LOWRIDGE ONSITE TECHNOLOGIES DRAWING ID:OSCAR-II SCALE:NTS DRAWN BY: DBM CK BY: DAVE LOWE DATE:08.04.2018 LOWRIDGE ONSITE TECHNOLOGIES, LLC LOT-HWN-.7-CON Manual Flush Headwork .75" MANUAL DISC FILTER PRESSURE GAUGE DF75-120 SUPPLY FROM PUMP D Oi:- '0, ilk i ARAD 3/4" x i FLOW METER 1 $ • # Ji a. 17" 21" A. •ee.` EFFLUENT RETURN Q i I ) ��+ : IIII Sr t I 16" �' Plan View A o._: n.t.s. V IN FROM OUT TO DRAIN DRAIN FIELD FIELD Specifications: (RETURN) (SUPPLY) •Filter: •Mesh:120 mesh(130 micron) •Filter Body and Cover:Reinforced Polyamide •Disc Rings:Polypropylene c�,,p •Cl amps,and Seals:Nitrile&EPDM J��' U�vr •Clamps,Spring and Bolts:Stainless Steel •Temperature Range:-40°-160°F(-40°-70°C)•Maximum Pressure:140 psi(9.65 bar) •Meter: •Size:3/4"Composite Plastic •Register:Includes reed switch and measures in 1 gallon per pulse increments PPROVED •Maximum Pressure:145 psi(10 bar) •Gauges: •0-100 psi range(0-6.9 bar)•2"Glycerin filled •Flow Range:2-15 GPM MAR 2 7 2023 •Maximum Pressure:100 psi(6.9 bar) •Inlet/Outlet Pipe&Diameter:1"Sch 40 PVC •Valve Box: MASON-COUNTY ENVIRONMENTAL HEALTH •NDS Pro Series rectangular 14"x 19"valve box with bolt down cover Ordering Information: JBW Model Number:LOT-HWN-.7-CON Description:Manual Flush Headwork p 21 i e5��msmeawe Fm r;at tS.-,re,.:,x, Lowridge Onsite Technologies, LLC P• SO}Pies he mad Schedule 40 FP ar ,�,u„�,tau net n4'rM➢lzatarx,- � Lake Stevens,WA 877-476-8823 Eauedelio ncHs_1 ,•..peens eshaecamuathc��2s 5'.�O aASiMD22„1n:A�amadPWeeeGA57LiD www.lWA 87eteC-8823 oet ea ena Wae- ��:_ ,,"40 se,tmotom� .com B7 doe and faang4 in e��.,ma,cl,rce , ures r , :s. ,� ati ;a info@lowridgetech.com ecsoalace wah ASTME165fl.Solwentnme=stall PS7M 95Ga .a;,rlairnt Pear n. elne ternperaaan`^'ill eY`'"""741•F tsvD 32td riH1va3Jvh SIN :31VOS, 699L-L89 (09£) :X`dd 899L-L89 (.09£) :3N0Hd V' 'N'b a V0996 VM'ONf021O�3111V9 L60£XOE'0 d �sel 009 � L;i£ J9 •ONI JNfH3NIJN9 >G d . :31VQ f 4 It o t"l J ul �. ems. ;l FF. \{ oi' 4 <Q b �r .. ~Q! ' r lb �ru,i1� �' d i 3-arR x� i3�i� , Y /J1c t-a ,r / LFMIiN LJL'C47 AS I' O`3 Y j d I \N 4 a�Vc I-: _ia ; q.?C .woinkRk7 i ` I - n;, f c� v I ° ioi�Soe1�� I IA 5 ` 5 i c-,:tuSPt4 1 1 ), ti:ir.-1J i ;�-�`' I `'`fir 41 A; / ` 1 i J!C t- 2 MAR 2 7 2023 , : .a ra • MASON COUNTY ENVIRONMENTAL HEALTH 13WP g I $mo t 4 0...• 1.,,:, < g xzc. c ^I 1 § 1 t %2 $ ly3 a • 1Y10.1� § t .,: T Yd Fjfiy1 \ 6C i€ x x� a'h'u 19 j � ii - 3 < 1-2 r v Yi • uO r3a`ia i :f22 ,�=:_Z` 3: cD ,G gf— Ii O?� -� T�5Sad 9' il$l 1 ,LEA' .ks iiiiitall i uha. - Y: _ !t 1= ytoi 3_ 1.__= i . °t, 66) 4 9%2• y LID VENT(ryp) DUAL PORT AERATOR I WATERTIGHT 1 RISERS(TYP) r+ T ii 1 ' 36-MAX 1•PVC ) : 1!2'PVC N. l 6 T - 41 ry A1RUNE 7— MASTIC J --•11 2'COUPLING ( _ --- &REDUCER 6" • �t^ �` 2'TEE� 12. RETURN SLUDGE i RERN NE I� 2•PVC I 1 TRASH CHAMBER DIGESTER CHAMBER CLARIFIER OPERATING CAPACITY:417 GALLONS OPERATING CAPACITY:421 GALLONS FLOOD CAPACITY:490 GALLONS FLOOD CAPACITY:494 GALLONS 160 GALLONS 1 f FLOOD:191 GAL. I SS' 58'S. (Th so• ' : rxtrr ° ° TEE ApPKOVEfl .: ° ° ° MAR 2 7 2023 • .• . tr • DIFFUSER BARS(2) MASON COt1N i Y ENVIRONMENTAL H A T II Q PARALEL TO TANK WALL 4' \ 3' J BIN SLUDGE RETURN i . // 1 s TAPER Ij" ARElei _ STONE-FRtE NATIVE SOIL OR COMPACTED SAND INSTALLATION INSTRUCTIONS OVER STONY SOIL 1)Excavate tank hole with vertical walls to 1 foot larger than tank on all sides. 7-2"2)If bottom of hole is stony,install 3'of compact sand&level out with screed. --- - I -- 3)Install tank in center of hole,keeping 1 ft void space on j�,,� an sides. I 24•RISERS 1 ) 24.8L0 B I 4)As tank is filling with water,fill in void space with compact l r__-7 I granular(sandy)soil free of large dumps of day. I ` i I 5)Install rest of system,&affix risers to adapters with I \ I waterproof adhesive. I % I I IKi a$•5)Perform watertightness test in field as required by local 1 jurisdiction. I! 12'RISER 7)Upon approval to backfill,carefully backfill with native soils over top of tank. TRASH CHAMBER 1 I DIGESTER I IQUifi Ersl 8)Final grade the surface to avoid chaneifng surface L L J L--I water toward tank. ____,1, TOP Nffi v.=28ft `' AEROBIC TREATMENT TANK DETAIL FOR ..M " ►�.- NuWATER BNR-500 TREATMENT UNIT ►V;' ENVIRO-FLO, INC. REVISED: 3/Q�/12 v v Wastewater Treatment Technologies . ,�,T�-,, : P.O.BOX 321161,Flawood,MS 39232 SCALE: _ (877)836-8476 (601)845-4716 fax 1" = 1.4 ft ____= www.enviro-flo.net p . I et.ltsluMfaritr Adypnoed Trsofrr+arni Zysih runt By FrnrMo-FtcOnc 1 I %♦ APPROVE •�`�:. 7 20 ': 23 �,�,; \ ,,,,Aso,„ ENVIRONMENTAL HEALTH ' `' I t�-4 e;., I , "waIll i [iji r ��i k.,.;,....m.i.:":„..„.,R.2_ �ik a. i .t° . rei, %- c*: I f�i ItCe:iv * Oft f, 41111r :�il c e -, „ fy a I, fa �� t 4 ' 1 V el . �1 I i 4, .... �: 1 l*� ,:, ,_// e 'D I er I PARTS UST NuWater NR Assembly Diagram A.DUAL PORTAERATOR M.POLY DIFFUSER BAR(z, H 'tl B.3!8"RUBBER 90°W/CLAMPS(2) N.1"PVC(3 1/2"SECTION) C.3/8"BARBED ADAPTOR X 12'NPT(2) 0.1"SUP CAP 01 D.1IT SUP X 12'NPT ADAPTOR P.1J8"CLEAR PVC HOSE(OPTIONAL 5: A E.f STREET X 12'NPT BUSHING(3) 0.1I2"PVC PIPE(BY INSTALLER) 11 F 11T 90'ELBOW(3) R.1"PVC PIPE(BY INSTALLER) G.1'X 1'X 11T TEE S.T PVC PIPE(BY INSTALLER) Byt:tom' fi.� H.1'90•ELBOW(3) T.l.tr BARBED ADAPTOR TO 114V NPT(2) E.T X 1'BUSHING U.ItT STREET X 114•NPT BUSHING(2) Iy J 2"SANITARY TEE V.112"PVC COLPLEP.(2) K.1'PVC CROSS W.T COUPLER(BY INSTALLER) 0 L.1"COUPLER(BY INSTALLER) Revised 2/25/12 It 0626t °i i 1000 GAL CLARIFIERI DISCHARGE TANK — — UNION a. s,t ? HWA 1 I i. . • .4.. , CHECK VALVE 4" MIN. • �s _..- PUMP , 1tERAGE — I — ; `' • 4 r ...;;Pr.%'r;z. 1...p i,44. -7-- .,S,.. rr' ~.- !--.-- -%,:e, r♦:--- 4 ;-,7'- PPROVE MAR 272023 MASON COUNTY ENVIRONMENTAL HEALTH JBW Wastewater Pumps Thermoplastic - Effluent Reinforced Thermoplastic motor bracket and discharge with built-in guide bearing.Sizes range from 1/2- 1 ,„ 1/2 HR 300 series stainless steel top bearing and motor coupling.The 1/2 HP through 1 HP uses composite E. and 1 1/2 HP uses stainless steel motor.Two wire single phase models include pump,motor,and 10'"SJOW" a- lead,25',50'& 100' available. s All four inch submersibles are supplied with grounded leads meeting the National Electrical Code (N.E.C.) N specifications. _. c3 The performance curves on the following page will assist you in choosing the pump that meets your needs. Features: -Stainless steel pump shell and pump shaft li -Reinforced Thermoplastic diffusers and impellers " -Internal,anti-spin check valve standard j 0 A • -Thermoplastic intake screen and cable guard " r, z - Powered by Franklin Electric submersible motors 1/2-1 1/2 HP L 1 1/4' FNPT Discharge �_ - ';- Models -1 `Z5� 5 GPM - J Series e 4 �` 7 GPM - VSeries APPROVEfl ,_ ---� 10 GPM - K Series _...._ 15 GPM - L Series t ' MAR 2 7 2023 -'/- 30 GPM - Series E 30 GPM - Series 4 `"SDN COUNTY ENVIRONMENTAL HEALTH JRW High Head Effluent Pumps to"Lead 10'Lead 25'Lead 50'Lead 100'Lead Pump Ends Model Flow HP Voltage X996 X993 X995 X994 Model Flowrate. HP List Price 22050K2AJ . 10 1/2 115 $1,117 '.! $1,117 $1,284 ' $1,335 ',' $1,471 gal i min 22050K2J 10 1/2 1 230 $1,117 ' $1,117 $1,284 $1,335 $1,471 22050KAJ 10 1/2 $314 22075K2J 10 3/4 I 230 $1,276 $1,276 $1,447 $1,493 $1,599 22075KJ 10 3/4 ; $327 22100K2J 10 ; 1 230 $1,426 ' $1,426 $1,594 $1,644 $1,748 22100KJ 10 1 $419 22150K2J , 10 ! 1 1/2 j 230 $2,004 j $2,004 ' $2,175 $2,220 ; $2,324 22150K1 I 10 1 1 1/2 ! $671 22050P2A1 I 20 1/2 i 115 $1,132 1' $1,132 I $1,299 $1.350 I $1,486 22050PA1 20 1/2 $314 22050P21 20 1/2 230 $1,132 I $1,132 ! $1,299 $1.350 $1,486 22075PJ 20 3/4 $335 22075P2J 20 3/4 ; 230 $1,274 ' $1,274 j $1.433 $1,491 $1,597 22100PJ 20 1 $366 22100P2J 20 1 230 $1,365 I $1,365 ' $1.446 . $1,583 $1,687 22150PJ 20 j 1 1/2 ; $452 22150P2J 20 j 11/2 I 230 $1,877 I $1,877 $2,047 $2,066 $2,200 22050EAJ 30 1/2 $436 22050E2AJ ' 30 1/2 1 115 $1,168 $1,168 $1,339 ' $1.385 I $11,491 e- 22075E1"� j 30 3/4 J $493 l 22050E21 30 1/2 I 230 $1,168 $1,168 $1,339 $1,385 ' $1,491 22100E1 30 1 $550 22075E2J I 30 I 3/4 230 $1,327 j $1,327 T $1,433 $1,543 $1,649 22150EJ 30 , 1 1/2 $598 22100E21 1 30 1 1 230 $1,481 $1,481 i S 1.633 I $1,702 ; $1,821 22150E2J 30 i 11/2 I 230 $2,085 $2,085 j $2,256 $2,279 j $2,407 Less check valve,cable guard,cable guard screws,with hole drilled into center Leads(use accessories discount) of discharge ' 6635-234 2 10 $66.00 6635-235 J 2 J 50 1 $221.00 6635-236 2 i 100 I $332.00 6635-237 I 2 25 j $176.00 274 800.292.2737 I FAX 800.832.9296 I sales@aymcdonald.com I aymcdonald.com 1-18 l-;6e 9 Wastewater Pumps Thermoplastic - Effluent P Series - 20 GPM soo �1 -i. ; I -.1 1 , i ' ...'. ;- ........._F.-I'--T.. 1/2 HP SHUTOFF6 FT.• 63 PSJ. - -7-7 I ,-1- 1. i 3/4 HP 203 FT. • 88 PS.I. , -t1 i I i 1 1 ' I HP 261 FT 113PSI 400 1 t��. ' 1 I 1- -;71 1 11/2 HP 358 FL • 155 PS I. - T T y 1 I __ 2 HP� ill -,_. 12 STAik3 ` -- 1 I I : .; I. . tt M tt 300 o _2 2HP•5 � _ 1 - -f - L �s j o 100 ilii 1 VII- 5 10 15 20 25 30 35 U.S.GALLONS PER MINUTE B Specifications Model HP Material Volts Phase A B Wt. L'7 22050P2A1 1/2 Plastic 115 1 12.48 9.53 : 23 22050P2J 1 1/2 1 Plastic I 230 ; 1 12.48 I 9.53 f 23 22075P21 3/4 I Plastic I 230 I 1 14.63 I 10.66 , 27 22100P2J 1 Plastic I 230 1 ' 16.78 ( 11.75 I 31 22150P2J j 11/2 I Plastic I 230 I 1 j 20.00 I 15.12 I 41 E Series - 30 GPM 500 • I I I i_„,_.„, —,...t..._._i._._.1..L_-�-r- ..:_. SHUTOFF HEAD • r • . .1 , , _ 1/2 HP 122 Fr. • S3 P.S.1. 77 i 11 •-� --- 1•I 3/4 HP 152 FT. • 66 P.S.1. _ Ii I ' I 1 HP 219 FT. • 95 P.S.I. - 400 _i._ I! I.. _L.l. .I• • 1-1- 11/2 HP 282 R. • 122 P.S.I. ._ �..r Y 1 i I , , M t fi" g W :: . , .STAGES ; fiI -{ 1 1 : I I i I, { ; I 0 c 200 �;_-�NlH! -=Y�S� ■ice N _�4 NP i ....�._-1-1 ii ll 7- 100 -1/2HP•4SfAmFS : .._--vussis, --",i>•■■��'�NoR■■■ 0 _L..� ..I___. i_ 1 a ' .-4 F; tom_ .1.-+ "7" • - _ ■ • • r —t 1- 0 6 10 15 20 26 30 35 40 U.S.GALLONS PER MINUTE B Specifications Model HP Material Volts Phase A B VdtAN. e-'• 9 9. OV —p 22050E2Ai , 1/2 Plastic 115 1 10.94 9.53 23 22050E21 1/2 ' Plastic 230 I 1 j 10.94 9.53 i 23 22075E21 1 3/4 1 Plastic j 230 , 1 i 12.48 I 10.66 i 25 MAR 2 7 2023 22100E21 I 1 Plastic I•, 230 I 1 14.63 11.75 I 30 22150E21 111/2 Plastic 1 230 ! 1 16.78 115.12 ; 39 MASON COUNTY ENVIRONMENTAL HEALTH 1-18 800.292.2737 I FAX 800.832.9296 I sales@aymcdonald.com I aymcdonald.com .�w 277 V -t9 C ref CO Technical Data Sheet S Y S ` E Universal Flow Inducer Applications General Orenco's Universal Flow Inducer houses any Orenco high-head efflu- To specify this product, require the following: ent pump in applications where filtration is not necessary.The base • Class 125 4-in. (nominal)PVC pipe body rests on the bottom of the tank,and the mounting flange is epoxied • Injection-molded ABS mounting flange to a PVC riser.The flow inducer can be lengthened or shortened to fit any tank.The tee,which holds the mounting flange and float assembly • Injection-molded holster for float tree bracket,slides to any position along the flow inducer.A float assembly • Ability to accommodate flows as great as 65 gpm(4.1 Usec) (ordered separately)snaps into the bracket.Applications include: • Pump tanks Standard Model • Disinfection systems UFI-4 • Effluent reuse systems • Cisterns Materials of Construction Flow inaucer Class 125 PVC Mounting flange Injection-molded ABS Base Fiberglass-reinforced polyester Specifications Sliding tee Dimensions ` Float assembly Flow inducer diameter 4"nominal Mounting flange " (fits 3-in,pipe) bracket Height 72 (1828mm) (can be lengthened or shortened) t P Shipping weight 13 lb(5.9 kg) Float assembly(ordered i separately) s Mounting bracket epoxied , 1 . Discharge assembly to PVC riser �, •,• --3 4-in,flow inducer ,� PRO \1 '!0 Float assembly a p MAR2120— � a 4 NTY ENVIRONMENTALNEAtTF MAS��e� ! g . . 1 3/8-in.(3 Iitrri High-head inlet holes pump Fiberglass base -Typical installation In concrete pump tank.Use screws to secure mounting bracket to riser while epoxy cures. Orenco Systems•Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA•800-348-9843•541-459-4449•www.orenco.com NTO'UR-1 Rev.2.0,0 03/17 1 9 Page l of 1 L5:• From C.1 Power Panel Control Panel Wiring Diagram 120 VAC.1 Phase.60 Hz. Branch dbyonned Model LF1 P-RF-BLWR =Factory ldWirere provided by others. --- =Field Wire 1.1 Ground Wire .....i_. L1 ME CB 20A L2 I T2 � O 1.2 Ns _ 1` I I CI i M1 PUMP1 DISCHARGE 1.3 120VAC 10 3/4 Hp 1.4 1.5 1.6 Ground Wire>-—=—— ..1... 1.7 — 1 Li}--- Lt - i - CB 10A ® Cr) 1.8 BLOWER 120VAC 10 1/4 Hp 1.9 Ground Wire y-------------_. L1,--- IN - 1.10 N1 CI 1.11 CB 10A-- LOGO BASE i ! LOGO 1.12 L1 �N • SIEMENS 6ED t 052-1 MD08-0BAO — 1-13 •HAND MOTOR CONTACTOR '14 01 OFF Al® • ABB 1 i 12 •AUTO AX18 30-10 84 1.15 Discharge High Level ©-Y.° o APPROVE 1.16 Alarm r 1.17 Discharge 0 .,r1 0 '• M kR 2 7 2023 Timer/RD Floa: 'L=1 MASON COh N'Y ENVIRONMENTAL HEALTH • ,8 JBW 1.19 •HAND ® RALVES 02 OFF A A2 • RELAY 1.20 1 I 2 AUTO IDEC RJ2S-CL-A120 1.21 •HAND V2 VALVES 43 OFF Al 0 A2 • RELAY IDEC RJ2S-CL-A120 1.22 1 I 2 { AUTO 1.23 I •.-AND CD V3 VALVES I ; OFF Al2 • RELAY 1 1.24 _ !DEC RJ2S-CL-A120 A O e 1.25 AL_1 Push To Silence ® a EDW-WD-OEM-SUBM 1.26 3 Rev.2.0 C£04/25/18 F Page 1 of 3 e V.(Q_ 66A 9 2.1 i Pressure Switch y 2.2 NP1'173-.7PR ��,}� (open on alarm condition) • 2.3 2.4 2.5 L�-+ EXPANSION DM8 2.6 • L1 CI • SIEMENS 6ED1055-1FB10-0BA1 i 9 2.7 2.8 Q2 (Q )2 AL ALARM LIGHT 2.9 • I R • SIEMENS 3SU1 SERIES Q3 Xt % X2 1(Q7)I IA 2 AUDIBLE ALARM 2 10 �— • FLOYD BELL T - SP-1081 2.11 TRANSFORMER 1.5 2,6 SIGNAL CL2-40-24 r 2.12 115V-24V 40VA 7 12 2.13 — FUSE Ill — 2A.230V 2.14 11.R714 NC (fin Common 1� SOLENOID VALVE 1 2.15 alMI _. -�---- M Si 24VAC VALVE - PROVIDED BY OTHERS 2.16 1111111111 . 2.17 In Common SOLENOID VALVE 2 • - ......--_......-v S2 24VAC VALVE 74 PROVDED BY OTHERS 8 2.19 111.1111 = 11`^"�14 N/C 1 m I Common SOLENOID VALVE 3 2.20 I 0 ._. ..y... . I�1 ... ...._....... S324VACVALVE E = PROVIDEDBYOTHERS 2.2' 1 11111111 e i 2.22 e SOLENOID VALVE 4 S4 24VAC VALVE PROVIDED BY OTHERS 2.23 31!Common �{' 2.24 !11 ..CR314 Nic �� Common SOLENOID VALVE 5 lagINN —+ S5 24VAC VALVE 2.2� PROVIDED BY OTHERS 2.26 JI 11i11 EDW-WD-CEM-SUBM Rev.2.0 0 04125/1 8 Page 2 of 3 2.27 PPROVE MAR 2 7 2023 (1 616-0 MASON COUNTY ENVIRONMENTAL HEALTH J5w mmenionem 3.1 Control Panel Connections 3.2 3.3 Discharge Tank Valves 3.4 3.5 3.6 3.7 0000 0 El 17 3.3 % i T e �- 3.9 I a t 3.10 _ • Dis 000 O S5 I age High Level Alarn t (Top) __.�.... ' 3.12 Discharge Timer/RO Float Input#2 (Bottom) 3.13 Input#1 3.14 Pumps&Aux 3.15 0 0 ES COM T 3.16 3 3 3.17 e ® ©, 3 3.18 § 3.19 Discharge Blower APPROVE MAR272023 MASON COUNTY ENVIRONMENTAL HEALTH JBW EDW-WD-0EMSUBM Rev.2.0 m 04425/18 Page 3 of 3 A Gnww Septic De/sign/31 r;: —...it NuWater BNR Pretreatment §. 5100349 . INSTALLATION & MAINTENANCE PAULA JOY JOHNSON':. OSCAR At-Grade Drip Distribution Systems �,RES , - - 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, roto-tilling or digging in the area of the drip field to prevent damage to the drip tubing. Also, invasive plant species should not be allowed. 24. Homeowner is responsible for all property lines. 25. Owner Please Note: When you begin using your septic syste c tl y e. I installer to discuss setting up a schedule for your required 0 ti , . , i tr MAR 272023 lc, eft 9 MASON COUNTY ENVIRONMENTAL HEALTH U JBW