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HomeMy WebLinkAboutSWG2023-00090 - SWG Application / Design - 3/16/2023FIL MASON COUNTY 415 N 6TH STREET,SHELT967 ,E 98400 SHETREE ,S 42 TON, ,EXT 584 BELFAIR:360-275-4467,EXT 400 f Public Health & Human Services ELMA:360-482-5269,EXT 400 FAX:360-427-7787 On-Site Sewage System Permit: SWG2023-00090 APPLICANT CALVIN KEVIN N & SANDI L Phone: 253-709-7334 Address: 35033 57TH AVE S AUBURN, WA 98001 OWNER CALVIN KEVIN N & SANDI L Phone: 253-709-7334 Address: 35033 57TH AVE S AUBURN, WA 98001 SEPTIC DESIGNER PAULA JOHNSON -Arrow Septic Phone: 360-898-2255 Designs Inc. Address: 171 E VUECREST DRIVE UNION, WA 98592 Site Address: 2742 E Spencer Lake Rd Primary Parcel Number: 221293490120 Permit Description: New SFR -4BR Nuwater+ OSCAR Permit Submitted Date: 03/16/2023 Permit Issued Date: 03/23/2023 Issued By: Jeff Wilmoth Current Permit Fees Paid: $525.00 (additional fees may be required upon installation of system). Permit Expiration Date: 03/22/2026 (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 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. C, C OFFICIAL USE ONLY DA?E RECEIVED: MASON COUNTY " 14:IS c' cn :. COMMUNITY SERVICES AMOUN .5 REGEIS Wv rn Health/Environmental Health(Community Health) C (n `: 30O.426th Street 600wn,WA 9 84 ex[.ad; S` , .G AO�� Q a 15 N.6M S;reet Shelton,WA 985& V\yJ — O 73 Z (n ON-SITE SEWAGE SYSTEM APPLICATION v n E m n ':.ON,= m APPLICANT r- Kevin & Sandi Calvin (253) 709-7334 z MAILING ADDRESS-STREET.CITY,STATE.ZIP CODE E 35033 57th Ave S Auburn, WA 98001 co SITEADDRESS•STREET.CITY,ZIP CODE 2742 E Spencer Lake Road Shelton, WA 98584 I r" NAME OF DESIGNER PHONE I N Arrow Septic Designs, Inc (360) 898-2255 NAME OF INSTALLER PHONE 0 Mason County Excavating (360) 490-3144 < I n.) PERMIT TYPE(select one) ��?? DRINKING WATER SOURCE O tit;RESIDENTIAL OSS DJCOMMUNITY OSS INq COMMERCIAL OSS tta;PRIVATE INDIVIDUAL WELL U. PRIVATE TWO-PARTY WELL. Z TYPE OF WORK(select cne) cc PUBLIC WATER SYSTEM I fiE NEW CONSTRUCTION/UPGRADES /REPAIR/REPLACEMENT OTHER DETAILS lse!ect all that apply! 0 TABLE IX REPAIR W SUBMITTALS � 0 SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINECO DESIGN FORM(REQUIRED) N1:SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE r I 3WAIVER(S)(IF APPLICABLE) 4 2.18 Acres 0 I eo DIRECTIONS TO SITE AND SITE CONDITIONS (ex locked gate) Head NE on Highway 3. Turn right onto E Pickering Rd. Turn right onto E Spencer Lake Rd. I o Turn left onto E Forestcove Road. Stay on gravel driveway that runs past "2744." Subject r- I 2742 will be on the left with "Calvin" written on a yellow sign. Coded padlock. Test holes to ° left after you enter gate. I ►v SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I O OFFICIAL USE ONLY BELOW THIS LINE UPGRADE/FAILURE SOURCE(for reporting purposes) 0 VOLUNTARY 0 MAINTENANCE/PUMPING 0 BUILDING PERMIT 0 HOME SALE ['COMPLAINT El OTHER. INSPECTOR SOIL LOGS f �/ COMMENTS!CONDITIONS L � l0 6 �J JV� h. I) ICIO TEF 9.-- ).---- /Hi MAR 16 2023 'J By lvfo _1 RECORD DRAWING AND INSTALLATION REPORT SOIL CODES: V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL. IN E 0 SIGNATURE DATE APPLICATION EXPIRATION DATE AP ATION APPROVED/ISSUED BY DATE �U -;7•2-3 5--2-41-. 2-16 ift)r\A". -3 -.2 3---.Z3 S AY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12nn015 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 2 2 1 2 9 — 3 4 — 9 0 1 2 0 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 la out sketch,includins al I applicable items on checklist Scaled plot including all applicabledilable for public view on the Mason County Web ms on checklist. s'Cross-section sketch. site.Maximum taper size:uding all applicable on ,'checklist. This form may be scanned and iegkaaWatitittrfailiAlC:;.;'_i 1: i1 ,b_. _ - �•' - -`�- Arrow Septic Designs,Inc � _ O Q Designer's Name: Permit Number: SWG Z� (360)898-2255 Kevin&Sandi Calvin Designer"s Phone Number: Applicant's Name: 171 E Vuecrest Dr Mailing Address: 35033 57th Ave S Designer's Address: Union, WA 98592 Auburn, WA 98001 State Zip City ,� ,..0 - . 71. State _ '. ETERS Zip City Treatment Device ❑Glendon Biofilter 0 Sand Filter Cif Mound 0 Sand Lined Drainfield 0 Recirculating Filter.Type:_BNR-500Gallon Pre-Trash Tank NC Aerobic Unit Tvlalce�`Nlodel NuWater0Disinfection Unit Make/Model Other: Drainfield Type �i Sub Surface Drip 0 Gravity 0 Pressure 0 Trench 0 Bed Laterals Septic Tank/Drainfield Specifications Netafim .42 gph 4 . Schedule/Class Number of Bedrooms 25 ft Daily Flow: Operating Capacity 360 zpd Length .66 in Daily Flow:Design Flow 480 apd Diameter 6 Septic Tank Capacity(working) NuWater BNR-500 oat Number 10 Receiving Soil Type(]-b) 5 Separation .5 ft Orifices Receiving Soil Appl.Rate 0.4 -��ft' 50 X 10 =500 Required Primary Area 1,200 ft Total Number of Orifices Designed Primary Area 1,200 ft!` Diameter emitter in Designed Reserve Area 1,200 ft'- Spacing 6 in Trench/Bed Width 20 ft Manifold Trench/Bed Length 60 ft Schedule/Class 40 Elevation Measurements Length 60 ft Original Drainfield Area Slope 3 % Diameter 1 in New Slope.If Altered 3 % Preferred manifold configuration used? Eif Yes 0 No Depth of Excavation Up-slope — in Transport Pipe from Original Grade Down-slope — in Schedule/Class 40 Designed Vertical Separation 14+ in Length 150 ft Graveness Chambers Required? 0 Yes fill No 0 Optional Diameter 1 in Pump Required? IS6 Yes 0 No Dosing and Pump Chamber 350 doses/day Pump/Siphon Specifications Number ofoat Uppermost Orifice 10 ft Dose quantity 1.28 Diff.in Elevation Between Pump& 1,200 gal ft Chamber Capacity (flood) - Drainfield Squirt Height/Selected Residual (head) Pump controls: Please check those required. Capacity Orifice HigherreHead❑Lower than Pump Shutoff 'Timer C'Elapse Meter 'Event Counter Capacity C Total Pressure 11 gpm priRn 1, 22 sec ,pump off 3 min-44 sec Calculated Total Pressure Head 20.75 ft im Comments MAR 2 3 2023 : 4?ASpf+tCOtINTv � .- t AL HE;;_ ti z0 JBw DESIGN FORM—PAGE TWO Assessor's Parcel Number: 2 2 1 2 9 — 3 4 -- 9 0 1 2 0 Permit Number: SWG Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch E6 Test hole locations Drainfield orientation and layout Reference depth from original wade: it Soil logs lid Trench/bed dimensions and g Septic tank critical distances within layout C� Drainfield cover 6Z Property lines D-BoxlValve box locations Reference depth from original wade within 1 and of proposedrop wells g Septic tank/pump chamber and restrictive strata: within 100 ft of property p g Laterals;trench/bed,top and � Measurements to cuts.banks.and locations surface water and critical areas g Observation port location 0 bottom drain collector 0 Location and orientation of g Clean-out location curtain drain and all absorption lit Manifold placement 0 Sand augmentation components g Orifice placement Other cross-section detail: g Location and dimension of g Observation ports/clean-outs 6� Lateral placement with distance primary system and reserve area to edge of bed Other Information 0 Buildings g Audible./visual m r- - enced Yes No O Direction of slope indicator g Scale of draw' 7 s ,0 scale g 0 Design staked out F ❑ g Recorded Notices attached !� Waterlines bar :ty� 0 ❑ g Waiver(s)attached g Roads, easements.driveways, �., 41 ?��;; O 0 Pump curve attached f O* parking ~` . . � M. p [�Evaluation of failure 6� North arrow and scale drawing r 1. ``� shown on scale bar `�' f on-residential justification Na`it PAULA JOY JOHNS0N.7\1 0 21 Waste strength IJ 14 i. eft-- , ❑ 56 Flow aniec.. DESIGN APPROVAL The undersigned designer must tified by installer at time of installation Et Yes 0 No 74) 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 o s� re;ulations•l J /�? — . 3 a J E ,ir -nal Health Specialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped'`Approved" by Mason County Public Health. , z � ✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: ✓ Drainfield site conditions have not been altered to adversely affect conditions of design approval. Please Note: The system must be installed by a certified installer, unless prior authorization is obtained from Mason County Public Health. An Installation Fee is required. This form may be scanned and available for public view on the Mason County Web site. Updated Date: 1217/2015 Plo-� Plate KeV;V% 4 54"_______— ".-11.--.C--11 ---1 \ -. ' / rcct #�22l29-39 -"20 / rGnGG 2?li2 E $fit--- ------ R d SCale: 111 ; ifo. / / 4'.. 0 ;o ( 0 40 lie L' il____:_-_--TeS.-"---1°--II *IA; Q-(o„ loam ( , -2(0' • Sett loam coots t0 mot: o• / ZNO- y" loam Z/y'_l�(lc,�, `4, S;It loam -to H24@31 / �4rlo rrs • 4c3A, o-(," l oarv, , co"22 "5 i it Aa. ��c (caw. to0+5 to nicri '• .,� x�• oxa` J A ap, f A .4t PO 51 46' \h N•04: 4. \ !p0 j i -. s'l N= PAULA JOY JOHNSON / � Mks , 3 s KCV LKi rlt p Audio-Visual Alarm EXPIRES 1 ty'k r; 0 Dr, I�op / 0Cleanout co O / 0 500 Gallon Pre-Trash Tank ao ^') / O4 NuWater BNR-500 p1etreatment Tar ��SG /` we • 'r O 1,200 Gallon Single Compartment / Pump Chamber/Clarifier Tank l yo' / 6J OSCAR Mound Drainfield Pr °•usti 01 t_op TIMOr 2^G0HpasrlWAA. ' House v Septc, tantc, w`�1A solids ` „P sZCand chaM6".• sy*d � o aNtp AftovE MqR 2 Vr1,-, FN 3 ?023 266Zo Jew 1M�Nrgt hFtitr, Nuwater ATU Pretreatment to OSCAR at- rade dri deli n Calculations Friction Loss Calculations: P4fr.5.19.1 0 ✓ Ct FAdH• ,, O F= L(0/K)1.ss R� !?/� F=friction loss through pipe in feet of head ?�y� S,CG C9 � I line in feet Y: PAULA JOY JOHNSON •. L= length of supply � LtC�f,I �CS1? tiGN�Pt' Q=Flush GPM - ' K=47.8(1" sch 40 PVC pipe) Table XY Coils per lat Dose GPM Flush GPM Excess TDH Design Flow Total Coils # of lats 1.75 9.75 50' 240 5 5 1 2 2.8 9.2 5050 360 8 4 600 10 5 3 2 3.5 11.5 4 4.2 9 40' 0 12 Coils must be arranged in a single line . P ROVE Al 1 F= 150 (11.5/47.8)1'5 ry ' MAR Z 3 2023 F = 10.75 COUNTYENoRONMENTAC HEALTH JB Vy Total Design GPM=Flush GPM= 11.5 GMP discharge at Drainfield = .42 gph/60 min per hour x 50 x#Coils= .35 GPM x#Coils=3.50 GPM Total Head = Friction Loss+Elevation from Pump Tank to OSCAR Coil Drainfield Total Head =10.75+10=20.75' (20.75' < 50' excess TDH—OK) Dose Volume= .35 GPM x 10 coils x 22 sec(per manuf.) /60 sec per min = 1.28 gallons per dose Timer Settings: set at 480 GPD design flow, or 448 GPD operating capacity 448/1.28 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=1.28/3.5 GPM = .366 min=22 seconds(Factory Setting) Off time=4.1 min—.36 min = 3.74 min =3 minutes&44 seconds (Factory Setting) 3ct20 OSCAR at- rade dri desi n Calculations 4, -.0349 t ' PAU!A JOY JOHNSON � Y"c .. Mtj'flESfONVI " EX RES Ti / Basal Area Calculations: Base Design Criteria: 480 gpd design flow,soil type 5 (0.4 gpd/ft2),flat site (<5%slope) Basal area required=daily design flow_soil loading rate 480 gpd_0.4 gpd/ft2= 1,200 sq.ft. Coil length= 10 coils @ 5' diameter(10 x 5' =50')with 6" coil spacing 9 x 6" =4.5' =54.5' 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=54.5' + 1' +1' =56.5', use 60' Basal area width= required basal area: minimum basal length= 1,200 sq. ft.-60' =20' Basal area dimensions=60'x 20' (1,200 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 • lconix Waterworks, contact Kris Swanson, phone: 360-539-7518 • Ferguson Waterworks (Silverdale) contact Zach or Daryl 360-697-1510. APPROVE 1 .. j 23 �� MASON COUNTY ENVIRONMENTAL HEALTH MAR 2 3 20 JBW r Zi 4 C 4. • 4.. �a _ yAli Noir. . wr. .::::::.:-....:..:.....„,...,;,:::_i.•fiii.4.::.....:•.:....:,.... •••••••:....:.:. •. ! ,... ....::::::::;..'..::.......:.....:i.::::;::10 .`r i ...........i7-:.:.;Ir-..s....;_.._ „..41 .....:....:.:: ..,...::. t .:,..:::.........i.,e,- ,....,.:.......:!....: _ „:!......... k ::;:::::::.,..:::..i&i if'..:::;::::!:?:.:..;: ' Ni.....:. -:i.' ' !F' ,6ila L_ _ J r ......-... 9 :.. 6. .1,.. ... f Cn OJ :: II ' 1,1 �� 4. _ ; . . 0 '1::::::::::::: 0 I 1 ;:. W PPROVE i' ...----- , -.- Rua,rv„dsys i MAR 2 3 2023 1 MASON COUNTY ENVIRONMENTAL HEALTH JBW I OSCAR-11 c ' (Oa AC. I -191 ':.:::!:-.::.,:;:„.:'.;::::::::.?.,:;':....i:::,:i.;.i...........:;...!!,.:‘•.:...i:::,.?..,..;:::::'.....:.,. .:.:/;,....,i....1:.;.:.:;,:,;.....i.::::.,11.1;:.!...... .::!.......is...:Y....':.1::.!,,.s.,.. ..:i.:%::!..::..i71,.;:•:...:i,..3/4::.....:. .k'.•:•:..Y.....:;i1:,;.•••:..;i:tf.:";,.::::.;.../:;.:;.:::":.....:::::::t;',. .;;:;1.!:;:i."4:....,.. .- ''ice .j 1 ; APED ��` ) ....„4.: .: MAR 2 3 2023 r - _�_. MASON COUNTY ENVIRONMENTAL HEALTH r. t JBW __ _il'S::r .ir��r...v.�v-.v...v.:1-....T'.ir..iv3'.✓..i. miaow 1000 Gallon 1000 Gallon Precast Concrete Treatment Vessel Single Compartment Discharge Tank SCALE:NTS DRAWING ID:OSCAR-II LOWRIDCiE ONS(TE TECHNOLOGIES DATE:08,04.2018 DRAWND CK BY: DAVE LOWE I i ! 0 LOWRIDGE ONSITE TECHNOLOGIES, LLC LOT-HWN-•7-CO Manual Flush Headwork .75" MANUAL DISC FILTER PRESSURE GAUGE DF75-120 .:• w .=. AdirilfgraliA_ - —----01 SUPPLY FROM PUMP D - 'A NIMIW lir i4i0 ARAD 3/4" !" FLOW METER k 17" 21" y I EFFLUENT RETURN —. € , �. id IN T IIIIII PPROVE .16" I !) ��`' MAR 2 3 2023 ,{�� Plan View A d MASON COUNTY ENVIRONMENTAL HEATH IN FROM OUT TO J B W DRAIN DRAIN FIELD FIELD (RETURN) (SUPPLY) Specifications: Filter: �� � •Mesh: and mesh micron) •Filter Body and Cover:Reinforced Polyamide •Disc Rings:Polypropylene �T > •0-Rings and Seals:Nitrlle&EPDM •Clamps:Spring and Botts:-S Stainless ee70°C)•Maximum Pressure:140 psi(9.65 bar) •Temperature Range: •Meter: •Size:344"Composite Plastic •Register:Includes reed switc;a bdar�easures in 1 gallon per pulse increments •Maximum Pressure:145 psi •Gauges: -0-'100 pai range(0-6.9 bar)-2"Glycorin filled •Flow Range:2-15 GPM (6.9 bar) •Maximum Pressure:100 psi •Inlet/Outlet Pipe&Diameter:1"Sch 40 PVC •Valve Box:•NDS Pro Series rectangular 14"x 19"valve box with bolt down cover Ordering Information: Model Number:LOT-HWN-.7-CON Description:Manual Flush Headwork Lowridge Onsite Technologies,LLC Lake WA Technologies, "Era 'a 0°a 4Q „ cu n ,�sce. 224: a. 0o°" L Stevens,vens,owridge 47643corn start S, . ins:a:ea., infoClowridgetec .com rilinalra srseoma� cforaaoC aaatm6a .S..a14.4cFm�r+ms I —` ® 699E L39 (�£) �699E Lg9 c9£) :3NO d 1SVO-3Ltd MdVal-30 ".. N.a 4 40985:CtNn:::130 31i178 L60£X08'O'd usei1. 005 �g � �a •ONI �JNIa3�NIJiV3 �9 s seta ayes;ro_?o,v: ® -- . `- 'F e, 1 pi i,01 • e. is S - .. 52 dj�- 2 -O r '2 2>3 �OV� 44 aF `�- 1 3 n,,t JS�$ eit r. S3 h5stVM1A+L"1ltO AS >7 � .j 1 4le isSi b'-ff"a'"7 ? i s Sig I \i d 'd y r , e< :4_. J1----0 si o t' I 1 `=8 ,r 1 ii—j---=t11: 77 — `r —::4..a:.isw:ac---- i 4--11_—,----________--xt-------4,..1, .c, 7:6 Apt FIROV ED << =— nrkk MAR 2 3 2Q23t o- MASON COUNTY ENVIRONMENTAL HEALTH .- ..OX -e j c: .,,.1` It—: ate, �i ' 2 1 3E i\' tX'?' y>�z 1 `O ra 1 = . •.- 416t.!,, i t_ a <iZY " en N__.J 221. . a c !EA,1-r aw -2 -` a, hr - 7. — DUAL PORT AERATOR LID VENT(t9P1 YtfATERI1GNT �I ) I RISERS fTYP) i • T 2 • I(38'MAX 1'PVC(TYP) -\ 5. i 1rr E` i' / p�A$TIC r 1 4' , - r COUPLING 6, &REDUCERL--"--"----lgLi.- -- �� 1•PVC SLUDGE 2'TEE LINE I I. f 1r RETURN 1 2'PVC _ {1 14"19—"--S ll ` A DIGESTERnw� CHAMBER CLARIFIERCHAMBER TRASH CHAMBER R OPERATING CAPACITY 421 GALLONS CHAM OPERATING PACITY Y:417 GALLONSL FLOOD CAPACITY:494 GALLONS 180 GALLONS FLOOD CAPACITY:490 Pt p00 ist GAS 65• Er 1 l ir 54. ! ° ° ° rxtrr I1 ; ,_. V E 3t• :p p R 0 ° ° il TEE i .1 � 1'ONC MA R 232 02 3 •;.,: i ! T YENVIRONM f I �r JB 14/ NTAL HEALTy ) DIFFUSER o TANRS K WALL J 'r SLUDGE RETURN I EVrEW 61.4 At STONE-FREE NATIVE SOIL OR COMPACTED SAND OVER STONY SOIL INSTALLATION INSTRUCTIONS 1)Excavate tank hole with vertical walls to 1 foot larger than 4.tank on all sides. 7-2- 2)If bottom of hole is stony,install 3'of compact sand&level r- an out with screed. 3)Install tank in center of hole,keeping 1 ft.void space on Zr scovvFn 1 sides. 24'RlS�S 4)As tank is filling with water,fill in void space with compact 'n'°R I granular(sandy)soil free of large clumps of day. 11 5)Install rest of system,&affix risers to adapters with 1 I 1• s$' waterproof adhesive. 1 I 6)Perform water test in field as required by local 1 I l jurisdiction. I I 2 R)SER I; 7)Upon approval to badcfill,carefully backfill with native II I ICLd� soils over top of tank. L J -- 8)Final grade the surface to avoid chanefing surface L water toward tank TOp_VIEW 1 .2.8R AEROBIC TREATMENT TANK DETAIL FOR '';.: ,= NuWATER BNR-500 TREATMENT UNIT .. I��; 'IV 1 -FAO INC. ' 3/01/12 -77. '4./ipp - Wastewater went Technologies=:-.`".,,. 5:' P.O.BOX 321161,Fol84-4762X2 SCALE - 0n) 6 51 f ► — 9.4 f. www.ertviro-flo.net 91620 siiiisimaimax~ammazowsts 4.. isiluilkAratre ;'-.. 4_ . Almetww.roc."Traorartr-rm,ra Sysi,sprros Sy Errekre.-Ftc.,1"- I Ad i ... t • PR o ....,..... .......................,, ,„,,,. „. 1 ILADR 2 3 2023 E D Ve0 it C..., 0.--t...... r . ...._ „_,..._, \�, I MASOii, ........... ....,„„, . „.._.... .... , ..., . . ,,,,,,.,:., COUNI�P , ,..„ • I <ONMENTAL HEALTH , . .„,,,. .... _ , ,....„.., a.. _ ...,„ . ....„ , . ,..:.„... ,_ ,..,,,. : I� << LO U 7 ._... aft tlf ICe ‘t2 (I) i t'' 0 to - @ jpir is AO t/ �3 t, 7 Igrilieo ir 'e' CO 40, ito IWO I PARTS UST N ulNate r NR Assembly Diagram M I A.DUAL PORT AERATOR M.POLY DIFFUSER BAR(7r ,, „. N PVC(3 VT SECTION; B.37I;RUBBER 80°;R7 CLAMPS()N A (� ADAPTOR X VY NPT(Z: O.1"SUP CAP O a C.3/S"BARBED 'tinAP.1/F CLEAR PVC HOSE(OPTIONAL 5( r D.1 SLIP X / DAPTOR Q.1/2'PVC PIPE(BY I STF,LLFR) t" X 1 STREET X 12' PT BUSHING(3) R.1"PVC PIPE(BY i;4$TALLER) F 1"X 1' 1/7 TEE %°.'fir S.7'PVC PIPE t8Y INSTALLER} G.1'X 1'X 1!Z"TEE T.1 it BARBED ADAPTOR TO 1/4"VT t. Y 30'BUSHING ELBOW(3} lip U.VT STREET X 1{4"NPT BUSHING(2) J. 2 X 1"BUSHING VIf7'PVC COUPLER(7) K. 7'SANITARY TEE W.7 COUPLER(BY INSTALLERi K,t'PVC CROSS L.1`COUPLER(BY I►3STALLER( Revised 2/25/12 tie' AC W 1 2-0o GAL CLARIFIER/ DISCHARGE TANK - • UNION PI is HWA i 3'• + ?�CHECK VALVE j4" MIN. oArS ■- , r'tltylPilia COVERAGE - - i f., t T , z . sri•. ..a..ti ...i T ' .ts: r. a -Y _y,_'.••' .«r^i++�-•�. �. am Y�rl ppR 0vE Maw,coUMAR ?3 3 NTVE I. + N Wastewater Pumps Thermoplastic - Effluent a from 1/2 1 Reinforced Thermoplastic motor bracket and discharge with built-in guide bearing.Sizes range ,,, 1/2 HP. 300 series stainless steel top bearing and motor coupling.The 1/2 HP through 1 HP uses composite and 1 1/2 HP uses stainless steel motor.Two wire single phase models include pump,motor,and 10' "SJOW" lead,25',50' & 100' available. • Ls All four inch submersibles are supplied with grounded leads meeting the National Electrical Code (N.E.C.) 3 H specifications. 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 -Reinforced Thermoplastic diffusers and impellers -Internal,anti-spin check valve standard i o I. A ' N -Thermoplastic intake screen and cable guard i - Powered by Franklin Electric submersible motors 1/2- 1 1/2 HP. i L - 1 1/4"FNPT Discharge - _" Models I 5 GPM ppR J Series O VE j 7 GPM - V series MAR 2 3 20 `f 10 GPM K Series 23 r 15 GPM - L Series MOON COUNTY ENVIRONMENTAL HEALTH L20 GPM - P Series JBH/ 30 GPM - E Series High Head Effluent Pumps 10"Lead 10'Lead 25'Lead 50'Lead 100'Lead Pump Ends Model Flow HP Voltage X995 X993 X99a X994 Model Flowrate. HP List Price 22050K2A1 10 I 1/2 , 115 I $1,117 ` $1,117 ' $1,284 j $1,335 $1,471 gal!min 22050K2J 10 i 1/2 i 230 I $1,117 ' $1,117 S 1,284 ! $1,335 $1,471 22050KAJ ! 10 1/2 $314 2207510 I 10 i 3/4 i 23C I $1,275 $1,275 $1.447 $1,493 $1,599 22075K1 10 3/4 1 $327 22100K2J 10 ! 1 230 j $1,426 $1,425 $1,594 $1,644 I $1,748 22100KJ 10 1 $419 22150K2J I 10 ; 11/2 j 230 j $2,004 ! $2,004 $2,175 $2,220 $2,324 22150:K1 10 j 1 1/2 7 $671 22050P2A1 I 20 1/2 I 115 $1,132 , $1,132 I $1,299 $1,350 I $1,486 22050PAJ i 20 1/2 i $314 22050P2J 1 20 1/2 230 $1,132 $1,132 1 S 1,299 ` $1,350 i $1,486 22075PJ 1 20 3/4 $335 22075P21 , 20 3/4 230 $1,274 , $1,274 S 1,433 $1,491 1 $1,597 22100PJ 20 ' 1 $366 22100P2J I 2C 1 230 I $1,365 ' $1,365 ; $1,446 ; $1,583 $1,687 22150PJ ; 20 1 11/2 $452 22150P2J 20 11/2 230 1 $1,877 $1,877 ! S 2,047 i $2,066 $2,200 22050EA1 30 1/2 $436 ,_� 22050E2AJ 30 1/2 1 115 $1,168 $1,168 $1,339 $1,385 $1,491- 22075EJ 30 3/4 I $493 22050E21 30 1/2 230 $1,168 $1,168 1 $1,339 $1,385 $1,491 22100EJ 30 1 1 $550 22075E2J ( 30 j 3/4 ! 230 $1,327 { $1,327 $1,433 $1,543 ' $1,649 22150E1 30 I 1 1/2 I $598 22100E2J 1 30 I 1 230 $1.481 1 1 1.481 1 S 1.533 11.702 $1.821 22150E2J • 30 : 1 1/2 1 230 $2,085 ; $2,085 I S 2.256 $2,279 i $2,407 Less check valve,cable guard,cable guard screws,with hole drilled into center Leads(use accessories discount) of discharge Part 4 4 Wire Length List Price 5635-234 2 10 $66.00 6635-235 1 2 50 1 $2211.00 6535-236 i 2 100 1 $332.00 6635-237 2 25 1, S 176.00 274 800.292.2737 I FAX 800.832.9296 I sales@aymcdonald.com I aymcdonald.com 1-18 74 Wastewater Pumps Thermoplastic - Effluent P Series - 20 GPM SOO . ' , ' ` I ' ' SHUTOFF + ---i_ _!.._;. I .. i = i i i ` • ' , -.-F 1/2 H H 14 Fr.HEAD 63 PSJ. ml m " I $ P 2 FT.• 88 PSJ. = ' . , , : I 1 HP 261 FT.• 113 RILL . 100^-I I ! , i • i -111 ±--r-h 1152 HP 458Fr.• 185 mil . cn A• h48ES: t - M • C -YHP %; --- . _ D A = -3 4NP• I r-1 N Y ItP 5 SfpGE i i ;H -, L 100 1 1 ; , • . • it -i l—. :• Il ! 11Il , . , I 0 5 10 15 20 25 30 35 B U.S.GALLONS PER MINUTE Specifications Model HP Material Volts Phase It V t. 22050P2A1 I 1/2 , Plastic 115 1 i 12.48 • 9.53 23 22050P2J 1 1/2 Plastic i 230 i 1 112.48 9.53 23 22075P21 ; 3/4 Plastic I 230 1 ' 14.63 10.66 ; 27 22100P2J I 1 I Plastic . 230 I 1 16.78 11.75 ' 31 2215OP21 111/2 Plastic I 230 i 1 120.00 ! 15.12 '. 41 PI) ApVE MA E Series - 30 GPM M4snu ,�N R232023 soo , I '..,. J 1_ ' SHUTOFF HE D T YENVIROAVENT ' ■l ,±�y 1 V2 HP 122 FT. • 53 P.S.I. .. Ja� lL HEECTy .4..�' •V' I _ .-• 1 , 3/4 HP 152 FT. • 65 P.S.I. - 400 j • ` L : S HP 22 R. • 22 P.S.I. i ! 11L2 HP 282 R. • 122 PS.I. , ili I 5 -...4- . ..- i- ¢.4-4-��_---F.- i ...r_.••r+-. -•• - 300 . .E. ` iy�s�>lre�N 1 i . . N 1 1 • i:•.7�r i • 1 0 a 200 ' ��li . . ; III- -..-3 4 HP 1 b saa : ' -1- , - rowan,: ..�--�-:._•.-.4. 1 i- A Titer i I. 100 -1/2 NP•4 SL GES - ai...w ___ allti.- • I '2.1_1_.ti i 1.1 !.+4.17 : _._i 1_, . .- :-1-7-., a i... 0 1191 0 5 So 15 20 25 30 22 40 U.S.GALLONS PER MINUTE B Specifications Model HP Material Volts Phase A B :v.. v - 2 22050E2AJ, 1/2 Plastic i 115 , 1 110.94 ! 9.53 I 23 22050E2J 1 1/2 Plastic I 230 I 1 10.94 9.53 23 22075E21 ' 3/4 Plastic I 230 1 12.48 10.66 25 22100E2J 1 1 Plastic 230 1 14.63 11.75 I 30 22150E2J 111/2 Plastic 230 I 1 16.78 15.12 ' 39 1_18 800.292.2737 I FAX 800.832.9296 I sales@aymcdonald.com I aymcdonald.com 277 2.0 Orenco Technical Data Sheet 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 • • ROVE Flow inducer Class 125 PVC .* AR 2 3 2023Mounting flange Injector-molded ABS `h : Base Fiberglass reinforced polyester MASO, Y ENVIRONMENTAL HEALTH 1 2, JBW Specifications Sliding tee Dimensions t Flow inducer diameter 4"nominal Mounting flange Float assembly (fits 3-in,pipe) bracket Height 72"(1828 mm) (can be lengthened or shortened) Shipping weight 13 lb(5.9 kg) Float assembly(ordered I separately) s R Mounting E • bracket ep `: ".---Discharge assembly to PVC riser oxied `— --Y— 4-in.flow inducer l PI {i .-4s . Float assembly jl . '56 ' 1 3/8-in.(35-mm) High-head inlet holes pump L= Fiberglass base 'Typical ins:e lation in concrete ourrp tank.Use screws to secure mounting bracket to riser elle epoxy cures. NTD-IJR-1 Orenco Systems.Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA•800-348-9843•541-459-4449w. •wworenco.com Rev.2o,0 03/17 Page lvfl 1 466-2-0 From Main Poveer Pan& Control Panel Wiring Diagram 120 VAC,1 Phase,60 Hz.. Branch disconnea ••••-• =Factory Wire provided by others. Model LF1P-RF-BLWR — .Field Wire 1.1 Ground Wire>----. -sir L1 T1 : Li X CB GA L2 T2 1 4 Ml PUMP 1 DISCHARGE 1.3 120VAC 10 3/4 Np 1.4 1.5 1.6 Ground Wire> 1.7 -_....;_____Li; El. i N) 1.8 CE1.10A 1 Efr Naux BLOWER 120VAC 10 1/4 Hp 1.9 Ground Wire) a. Li INI 1.10 Ni CI 1.11 CB 10A-- LOGO BASE 1.12 0 0 • LOGO SIEMENS 6ED10.52-1MD08-0BAO 1.13 1.14 •HAND MOTOR CONTACTOR 01 OFF CIP) 9 Agg 1 I I 2 •AUTO AX1 040-10434 I Al A2 1.15 Discharge High Level 113 .12 El 1.16 1.17 Alarm Discharge Timer/120 Roat El -43 HI 1.18 41 1.19 •HAND 11 1.20 OFF 1 al 21-2 " ------•AUTO Al 4111)A2 • V1 VALVES RELAY IDEC RJ2S-CL-A120 1.21 •HAND V2 VALVES 03 • OFF • RELAY 1.22 1 1 1 ....._._.... .AUTO Al 0 A2 'DEC RJ2S-CL-A120 1.23 •KANO 4OFF • RELAY 1.24 04 1 1 •AUTO Al 0 A2 V3 VALVES 1 2 10E0 RJ23-CL-A120 I 1.25 Push To Silence ,mL.... a 126 EDINJA0-0B1-SUB/A Ray.2.0 0 0405,18 Page 1 of 3 2.1 ; IIIIMIIII Pressure Switch • 2.2 NP11713-.7PR '--� (open on alarm condition) 2.3 24 2.5 LOB' EXPANSION ; DM8 1 SIEMENS 28 • i Li D 1 • 6E01055-1F510-0BA1 t s 2.7 ( I 28 Q2 1(Q6)2 § AL ALARM UGHT 2.9 • I I X1 3 R J X2 • SIEMENS 3SU'SERIES 03 AUDI3LE ALARM 1(Q�2 • FLOYD SELL 2.10 • - - SP-1081 2.11 TRANSFORMER 1.5 26 SIGNAL CL2-40-24 .0444.44.A+ 2.12 115V-24V 40VA 7 12 2.13 FUSE 111 2A.230V 2.14 1 1114 N/C Common SOLENOID VALVE I -- 2 Si 24VAC VALVE ]� PROVIDED BY OTHERS • 2.1E t • 2.17 I�! Common SOLENOID VALVE 2 S2 24VAC VALVE IPROVIDED BY OTHERS • 2.18 11i11111 t 2.19 R2 I. Common i SOLENOID VALVE 3 2.20 i1 14 "-. ...')*........I -.. S324VAC VALVE PROVIDED BY OTHERS 2.21 a 11111 2.22 § 1.1 Common SOLENOID VALVE 4 I 1 --- --v-- S4 24VAC VALVE PROVIDED BY OTHERS 2.23 lu ll.11 2.24 CR314 N� �t•1 Common SOLENOID VALVE SS 24VAC VALVE 5 2.25 Ili PROVIDED BY OTHERS 2.26 11111'111 EDve-WD-0E14-SUBM Rev.2.0®04128/18 Page 2 of 3 2.27 112� 3.1 Control Panel Connections 3.2 3.3 Discharge Tank Valves 3.4 3.6 32 3.7 II CI) 1;3 171 0 El U P 3.8 1 .. i t , i 3.0 • : i I . s 1 i• I OGOGG '1 3.10 . i le 3.11 High Level Mann i i acipi 3.12 Input 02 Oilotlom) 3.13 Input 01 3.14 Pumps&Aux 3.16 5 CI ED CD 3.16 3.17 5 ' . 3.17 : . . / 3 i . i 0,..: : i 1 3.18 3.19 Discharge Slower • EINWID401:01.11U1U Rev.Ito•eersiVis Page 3 ot3 11"(ilf7tD 2-Compartment Septic Tank with Solids Pump in Second Chamber . " ei,),,,,p, $ S \f0,\(-“1., • N''^ - / ` (&"", 3 • SECURED LID WITH GAS TIGHT SEAL 24'DIAMETER ACCESS USER \ • i:__ _. 1 j • H MADE wIWAL - -4 =�-- -lie —...w—�—ww- j . IL :fa 1.-±j-- . 7 Ilan C , . 1:= . ROATItIG MAT • o ' -r• ,.1-- --17:----7--.---1 ,- r r ' 1 \ 1 2.:70 C3e-k- VKA- 1`s ac?--/"1- QtAe4 -LZ-177 4Pp � At o v ' se•cou ?3 Ni' ,�r'N 1o?3 ;. Je�/R • NMFNTg1 HF+' . . q(TN Series 2SEV-L s°La-El./E. e.v."-f BARNES,, 2" Spherical Solids Handling Vortex, Single Seal_ & ,,V` www.cranepumps.com 2" Discharge C�e`� , inches i `� C=I-6 /'_ � (rim)• VV 1 i 12.53 321; 'i t I i j 9:--ter i-•--(35` i • - 0 , I L��j (124)19. 7 • iaP (`$`; ■=■C'�■^ ;• , 5 ■v \ ) 247-11 1117,44:14N4:141,414.12,_ lid ' \/ (2<8) 5.65 i i 169) t MODEL NO PART NO HP VOLT/PH Hz 1 RPM NEMA FULL LOCKED CORD CORD I CORD (Nom) START LOAD ROTOR SIZE TYPE 0.0 CODE AMPS AMPS inch(mm) 2SEV514L 104918 0.5 ^:20/? 2SEV524L1 104919 0 5 60 1750 F 12.0 21.3 I 14/3 SJTOW 240/1 60 1750 J0.375C (9.5)13 2SEV594L 104920 0.5 200-240/3 60 1750 H/L 6.3 1/11 14/3 SOW 0.570(14.5) 25EV544L 104921 3.7,3.8 9.8/11.0 14/4 SOW 0.570(14.5) 0.5 480/3 60 1750 K 1.9 2SEV554L 104922 0.5 600/3 60 1750 H 1.4 3.43 14/4 SOW 0.570(14.5) 2SEV724L 104928 0.75 240/1 60 1750 K 3'. 14/4 SOW 0.5703 (14.5) 2SEV794L 7�1 25.8 14/3 SOW 0.530(13.5) 104929 0.75 200-240/3 60 1750 H/K 4.8/4.6 13.7/15.4 14/4 SOW 0.570(14.5) 2SEV744L 104930 0.75 480/3 60 1750 2SEV754L 104931 0.75 600/3 60 1750 ©.66 7.7 14/4 SOW 0.570(14.5) 2SEV1024L 104936 1.0 240/1 60 1750 L 1.5 7.2 14/4 SOW 0.570(14.5)3 2SEV1094L 104937 1.0 200-240/3 60 1790 G 8�c 25.8 14/3 SOW E/H 5.3/5.1 13.7/15.4 14/3 0.530(14.5 2SEV1044L 104938 1.0 480/3 60 1750 HSOW 0.570(14.5) 2SEV1054L 104939 1.0 600/3 , 60 1750 J 2.5 7.27 14/4 SOW 0.570(14.5) 2SEV512L- 104970 0.5 2.2 7.2 14/4 SOW 0.570 120/1 60 3450 G 12.5 (14.5) 2SEV522L 104971 0.5 240/1 60 3450 E 0. 14/3 SSOOW 0. 3 ( 2SEV592L 104972 C•0 10.2 14/3 SOW 0.530(13.5) 0.5 200-240/3 60 3450 P/R 5.8/5.3 19.9/18.4 14/4 SOW 0.570(14.5) 2SEV542L 104974 0.5 480/3 60 3450 2SEV552L 104975 0.5 600/3 60 3450 R 2 2.1 8.7 14i4 SOW 0.570(14.5) 2SEV1022L 8.7 14/4 SOW 0.570(14.5) ?04982 1.0 240/1 60 3450 F 10.7 21.8 14/3 SOW 2SEV1092L 104983 1.0 200-240/3 60 3450 H!J 7.9,7.5 19.9,/18.4 14/3 SOW 0.570(14.5) 2SEV1042L 104985 1.0 480/3 6C 3450 2SEV1052L 3.7 9.1 14/4 SOW 0.570(14.5) 104986 1.0 60013 60 3450 8.7 1444 SOW 0.570(14.5) OPTIONAL-Temperature sensor cord for 3 phase models is 14/3 SOW.0.530(13.5mm) Oa *Pump is CSA listed ONLY. IMPORTANT ! 1.) PUMP MAY BE OPERATED-DRY'FOR EXTENDED PERIODS WITHOUT DAMAGE TO MOTOR ANC/OR SEALS. 2.) THIS PUMP IS NOT APPROPRIATE FOR THOSE APPLICATIONS SPECIFIED AS CLASS I DIVISION!HAZA.RDOUS LOCATIONS. 3.) INSTALLATIONS SUCH AS DECORATIVE FOUNTAINS OR WATER FEATURES PROVIDED FOR VISUAL ENJOYMENT MUST BE INSTALLED IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE ANSI/NFPA 70 AND/OR THE AUTHORITY HAVING JURISDICTION.THIS PUMP IS NOT INTENDED FOR USE IN SWIMMING POOLS.RECREATIONAL WATER PARKS.OR INSTALLATIONS IN WHICH HUMAN CONTACT WITH PUMPED MEDIA ISA COMMON OCCURRENCE. SECTION 1B PAGE 24 CRANE 1 PUMPS & SYSTEMS DATE 6/13 a A Crane Co. Company USA: (937)778-8947 • Canada: (905)457-6223 • international: (937)615-3598 Lt '� � Wiifai.W Septic De/sign/3 �. ct!•eey o O NuWater BNR Pretreatment 5100348 �(� INSTALLATION & MAINTENANCE " r'2" ?AULA JOY JONN80N itnSiSti OSCAR At-Grade Drip Distribution Systems t 1. Installers must attend OSCAR training and be certified by Dave Lowe at Low Ridge Technologies (www.lowridgetech.com) prior to installing this system. 2. Installers must attend NuWater training and be certified by Nathan Ek at Ek Engineering (www.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 your required Operation & Maintenance.