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HomeMy WebLinkAboutSWG2022-00627 - SWG Application / Design - 12/28/2022 MASON COUNTY 415 N 6TH STREET,SWA 98584 SHELTON: ,SHELTON, 42 TON, EXT 400 584 rdt 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: SWG2022-00627 APPLICANT GOGUEN KENNETH JOSEPH Phone: Address: 2260 DIVISION ST NW APT 17A OLYMPIA, WA 98502 OWNER GOGUEN KENNETH JOSEPH Phone: Address: 2260 DIVISION ST NW APT 17A OLYMPIA, WA 98502 SEPTIC DESIGNER PAULA JOHNSON -Arrow Septic Phone: 360-898-2255 Designs Address: 171 E VUECREST DRIVE UNION. WA 98592 Site Address: 1510 SE Crescent Dr Primary Parcel Number: 319045100114 Permit Description: Adding tanks to existing OSCAR Drainfield Permit Submitted Date: 12/28/2022 Permit Issued Date: 01/04/2023 Issued By: Jeff Wilmoth Current Permit Fees Paid: $240.00 (additional fees may be required upon installation of system). Permit Expiration Date: 12/28/2025 (based on date of inspection) Permit Conditions: 1 Horizontal setbacks per WAC246-272A-0210 must be maintained, unless prior approval is obtained 2 Permit must be installed by a Mason County Certified Installer unless prior written authorization from Mason County is obtained. 3 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for final installation approval. 4 Proposed development subject to zoning requirements and approval by the planning department staff per Mason County Title 17. THIS PERMIT MUST BE ONSITE DURING INSTALLATION OF OSS. PROPERTY OWNERS ARE RESPONSIBLE FOR DETERMINING AND MARKING ALL PROPERTY LINE AND EASEMENT LOCATIONS. THIS PERMIT MAY BE REVOKED IF THE SITE CONDITIONS HAVE CHANGED SINCE THE SITE WAS INSPECTED AND DESIGN APPROVED. FINAL INSTALLATION APPROVAL IS REQUIRED PRIOR TO TEMPORARY OR FINAL OCCUPANCY OF ANY RELATED STRUCTURES. For Final Inspection visit: masoncountywa.gov/health/environmental/onsite/oss-inspection-request.php or call: 360-427-9670, extension 400. OFFICIAL.USE ON ::U: Ecc LYC U). G MASON COUNTY COmCOMMUNITY SERVI NE Z PublicN.alth(Co mmunky Hea thiEnvironmenal Health) `' CO ti�"^� .a2'tiu40.al.Shea Sd:-2:17SP .r•I a+: SING aoa V- L1 l/� .15h6,I S,,.r 5h., W.�s� ON-SITE 073 SEWAGE TANK ONLY APPLICATION › 73 m FhONE r ASP`'ANT (360) 561-8750 c Ken Goguen "n c MAILING ADDRESS•STREET.CITY.STATE ZIP CODE Ca CO 2260 Division St NW,Apt. 17A, Olympia, WA 98502 * m SITE ADDRESS.STREET.CITY.ZIP CODE 6 I W 1510 SE Crescent Dr, Shelton,WA 98584 X PHONE CD I _, NAME OF DESIGNER Arrow Septic Designs, Inc (360)898-2255 — v ?HONE I a)NAME OF INSTALLER G (360}866-9200 ( O Bay Shore Construction, Inc Z TYPE OF WORK iseiec'ore, I ;'RINKING WATER SOURCE ® NEW CONSTRUCTION!UPGRADES 0 REPAIR i REPLACEMENT 0 PRIVATE INDIVIDUAL'WELL ❑ PRIVATE TWO-PARTY WELL Z I .I.,❑. PUBLIC WATER SYSTEM COMPONENTS?TO BE REPLACED'INSTALLED I N BEDROOMS (,Jl LOT SIZE ❑ SEPTIC TANK IN PUMP TANK 0 RV HOLDING TANK2 .41 acres pp IN OTHER Trash Tank 8 NuWater Pretreatment Tank i r I —, ANK{S'r SETBACK CHE KLIST 0 , OTHER DETAILS fserec!ar!(Pet aPP!'+r ❑ SURFACING SEWAGE 0 EXISTING FAILURE ®SHORELINE ® 100FT+PUBLIC:COMMUNITY WELLS O la SOFT+PRIVATE WELLS.SURFACE WATERS.STREAMS.RIVERS S J BM ITT:.LS 111 10FT+DRINKING WATER SUPPLY LINES I O ® PLOT PLAN(REQUIRED) IIII TANK CROSS SECTION(REQUIRED) ® PUMP DETAILS(IF APPLICABLE) 0 WAIVER(S)(IF APPLICABLE) Ii SFT+PROPERTY!EASEMENT LINES.FOUNDATIONS.FOOTINGS r PLOT PLAN CHECKLIST -4 —4 In PROPERTY LINES AND EASEMENTS ® EXISTING!PROPOSED STRUCTURES ® EXISTING;PROPOSED OSS COMPONENTS AND LINES ❑ WELLS WITHIN 100FT ISI WATER SUPPLY LINES IN DRIVEWAYSi PARKING N SURFACE WATERS.STREAMS.RIVERS.ETC... —a I ® DIRECTION OF SLOPE;CONTOURS 0 PERIMETER;CURTAIN DRAINS Ills NORTH ARROW IN SCALE BAR ,p I DIRECTIONS TO SITE AND SITE CONDITIONS'.le,. :ackeagale) Go out Hwy3 toward the South of Shelton, turn (L) onto SE Craig Rd and next (L) onto SE Cole Rd, turn (R) into Fawn Lake Community onto SE Crescent Dr, turn (L) at T and stay on SE Crecent Dr, lot is on the water side at#1510. Permit for tanks, OSCAR drainfield installed Oct-2020 under Permit SWG2017-00280** T}{);LINE— _- - --- OFFICIAL USE.ONLY BELOW _ _ UPGRADE i FAILURE SOURCE Ivor reporting purPosesi ❑VOLUNTARY 0 MAINTENANCE/PUMPING 0 BUILDING PERMIT 0 HOME SALE ❑COMPLAINT ❑OTHER: COMMENTS 1 CONDITIONS (ek' T 0 IT) W q t. 2 8 21',22 0 SEWAGE TANKS MUST BE LISTED UNDER DOH'LIST OF REGISTERED SEWAGE TANKS- TANKS MUST MEET CURRENT MINIMUM SIZE REQUIREMENTS EQUIPPED WITH RISERS AND LIDS --URFACE.AND INCLUDE AN EFFLUENT FILTER,IF APPLICABLE;. RECORD DRAWING AND INSTALLATION REPORT REQUIRED FOR FINAL APPROVAL. INS? TOR'GNATURE DATE I APPLICATION EXPIRATION DATE APP ION APPROVED!ISSUED By DATE rWV 4(-4104 / i— --2Y RE/ZED it&2015 THIS F•R 11 BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE y, ., *�� 9'.. i�: faun LA Kt ",- . 1 • ; . • 3 cl....at : - . . . ....: . - .. 3 500 G.D..,,,,,,pottmazik i • 1... ..: (C3) A4da*--crls12A'A'*t=' : . • ,-------- • --9 ifuNiter1411400 Preftgatment Tit i111 6) ITzEgc I 11 \ t 3 1100010.104,:,, ahliliCa313 4t- rya- iett't '' ' ,P, 1 r,„ \... \ \-- Ptalraf011efehalerila fFF 4...,....f.f. ,4 A ji...D. if,::. Nooy.46;nifouv,ia-t-,. 0, c„, y{,,,,, w.-6,...s;opt. o*. ap.- V • 1 • ,-- - i,-,, ,; .ice - :,sus• . i ` , Is-to se. C.x� - 8e, ` • 1 S /aa i toe 4.. "e'''' ikt#0 I E : ..--,, „A- *I.,.?„ • is r Q S MAIN e4�}NTV ENV ,�. st ! c v JBW51�6349 ? ' PAULA JOY JOHMSCN . OSCAR-It i r. SEE HYDRAULIC LAYOUT ATTACHED '• •NkA, i r f( r 'r s r s < tr ...f it i.................... ref t !0 t? ;� t o t• y ` 'S fs; :t.*V4.s.:,: 1 i I _.-.• :ffi1:�2Y.�.-3tL'.,.a�.�v, o-�e-.awa..,� j - , � � :may- ► APPROVE �` 4 • _.� �..�:�,.:�,a.... ,�, • y�a a�=.I.; a �� .���r v7. FEB 13 2023 M, 1NTY ENVIRONMENTAL HEALTH 1000 Gallon 1000 Gallon Pre-cast Concrete JBV.j Treatment Vessel Single Compartment Discharge Tank LOWRIDGE ONSITE TECHNOLOGIES DRAWING ID:OSCAR-II I SCALE.NTS t DRAWN BY DBM I 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 qp SUPPLY FROM PUMP ['' 4Mran,,�' - _ ` `l .t v I F MJ4" , FrLOW METER / LO 17" 21" lit t i t �•- l EFFLUENT RETURN c{ '�?"' I1 t., ..._ , I0 i , , i i , .,- / i 16" A : 1 Plan View Ab. - PPROVED n.Ls. IN FROM OUT TO FEB1 3 2023 DRAIN DRAIN NiA . FIELD FIELD ANT JBW'MENTA�HEALTH Specifications: (RETURN) -Filter: (SUPPLY) -Mesh:120 mesh(130 micron) •Filter Body and Cover:Reinforced Polyamide •Disc Rings:Polypropylene •0-Rings and Seals:Nitrile&EPDM 5e/rThi •Clamps,Spring and Bolts:Stainless Steel •Temperature Range:-40°-160°F(-40°-70°C)•Maximum Pressure:140 psi(9.65 bar) V•4•004. •Meter: •Size:3/4"Composite Plastic •Register:Includes reed switch and measures in 1 gallon per pulse increments •Maximum Pressure:145 psi(10 bar) •Gauges: •0-100 psi range(0-6.9 bar)-2"Glycerin filled -Flow Range:2-15 GPM •Maximum Pressure: 100 psi(6.9 bar) •Inlet/Outlet Pipe&Diameter:1"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 PVC SDRPress:01Ae and SrS,edule40Fa1. x�,un.��•,�4s C,x,D��„m �_N,,,„„°,,,,, Lowridge Onstte Technologies, LLC PimendffiU h sAIS msnIIacateCSmm. '1n,=td 4o Ag•. sera•°. Faumnooa(NSF)ata •,nee, ppesttitba,ranPMaimSF'Stmn:omwaxAm/41)m„cra�.n-enatmeaaeAsT2e.D Lake Stevens,WA 877-476-8823 defleo-ant faPe_F •.40 flamestud „tabibASTA+in . abameone.terms Ia.F.ASSe.Se en o beetts stud d=dna=ergtarn xi.oamnsa:7GIota CnGedt..,,eme:a w4.11,,,,Stall,,s.,..6 ad.n www.l o w r i d g etec h.corn tuootdarwa.'+�ASIDlF1a88.8WwaM°vmna sh+a�mA�`n'u°"rp"""1"" """�,•- �:occnaa+,+:aapo6n0rxn info@IowridgeteCh.cOm 4=914{amf'eraLue wit netext••n,60•F I 1.S*/-3Md tormenvg SIN :3 3 699L L89 D9£i XNY 899: LA9 (09C• :3NOHd N.d G POg8 VM'CNf?Ob`7 3111+d9 L60£XOfi'O'd Li Sail. 005 .�sovao 'ON� ON�2��]NIJN3 )3 c s' .... ��S,ne uru_. 3_. ;• ,?\ ,. I ,_ ` - ..,:-...:;i.:,,. �6 45u Y 1 F$i,3 Yab&:ts ,'_ST.T i k5� .. 4 • ,c;4S 1 t v g .--- cs a ,4'f ' '- is irk s---r t � 1 1 " �;; c iP._ "Q t - cJ ri 41 1 I y i � �' W { 5.1 4. ' p:Et i —.-1 ._:—/tr• il ' PI S?1? . i 3.1 E! tf P. V 0 p NAP ii446_ �N� J�� , 8 ('�tbkrt± - = ^ J___�\ I 11q oh $p� �r(A Id�{ 1 tNt �'_ • +•1 ''C Y. / �VL • #'S ^ YV 1 :"L=Y� ' Y }Y 4� ' ,' _ :t Q • rX . C N FS All t � r li kak , Q �� r ��� & fir` #G^ 131 [ pp o a 3 <3 j s Ft $ i J e�� ! n rg t rt6 `� _ ? ] " 4 xL, e.iFa- 5a$ i7 '�Y�` E'2= 3� " f-tli I & x �v ro I g r r i 4 s.-2" DUAL PORT AERATOR'`., WATERTIGHT —� LID VENT(typ) RIS (`�1 RISERS GNP! -1 1 1 i •PVC(rYP) je. 1A1�RLNJE'i ,,,,,,,....71c, AS 1C I MAX �• '� / �� 4 1 I V 2"cOUPUNG I ' 7---I �� 3 REDUCER 6 ' I ` H2"TEE 1 1"PVC SLUDGE 1 ii I 12• RETURN UNE `� • • I 2"PVCfI 1 1 1 i 9 DIGESTER CHAMBER i CLARIFIER l, TRASH CHAMBER OPERATING CAPACITY:421 GALLONS CHAMBER ! 1 1 OPERATING CA CITY:4.0 G LL GALLONS FLOOD CAPACITY:494 GALLONS 160 GALLONS I FLOOD CAPACITY:490 GALLONS FLOOD:191 GAL.I x I 6 SS' I SO" S3' i �• I I VI I e e • , 1"Xt1Y t��y ..M* E e • ° o TEE I • .,.,.: a 3 ti1EZA1 NEA�jN 12' 1 1 ;\1%)1 DIFFUSER BARS(2) 1 UNjy Eh •0 PARALEL TO TANK WALL '' y ‘ JI s• SLUDGE RETURN / / ,s TAPER - SIDE VIEW =1.4 ft. STONE-FREE NATIVE SOIL OR COMPACTED SAND OVER STONY SOIL INSTALLATION INSTRUCTIONS 1)Excavate tank hole with vertical walls to 1 foot larger than tank on all sides. 7-2- X 2)if bottom of hole is stony,install 3"of compact sand&level - out with screed. — — - —�1 i I` 3)Install tank in center of hole,keeping 1 ft.void space on all sides. i 24"RISERS Cl Tr) 24 BLOWER I 1 4)As tank is filling with water.fill in void space with compact i S TOPOFuING CAS I granular(sandy)soil free of large Clumps of day. i 1 5)Install rest of system,&affix risers to adapters with waterproof adhesive. I I l 6)Perform watertightness test in field as required by local I I i i I I 4$• jurisdiction. 11 —�'7 RISER I l I 7)Upon approval to backfill,carefully backfill with native i soils over top of tank. TRASH CHAMBER f I O/GES>'ER I ICI 8)Final grade the surface to avoid chaneiling surface L J L-_i water toward tank — TOP VIEW 1-,28/L 1 - AEROBIC TREATMENT TANK DETAIL FOR p4 .k NuWA TER BNR-500 TREATMENT UNIT I�; , ENVIRO-FLO, INC. REVISED: Wastewater Treatment Technologies 3/01/12 •. o►O P.O.BOX 321161,Flowood,MS 39232 ?:.aa..n✓ . ''(' nSCALE: #[. �a �sss-sf�s (601)sas-4�1s fax1 n = 1.4 ! www.enviro-flo.net ._,,,_,. ... ...... t! Pr1 VLV APPftR 0 1 Ike D • .► I A' L8 .1„ EeEN 3 2423 vi \ , J� 0NMENT,,HEALTH u r CI lop 0 U „,, .a ( Q ,..„. .. , . i ,, ... , '' 11 .0 '1 ' . -A.": 0 wilw ., vssie 01) �r► 00 -.1:1V Mir ` ! e \\ i* lib ri G4. ,—® 4* glip .„ M lirbo to 1 iip lV _ �%,1 1,1 [I 4111111.‘" i .. I PARTS LIST NuWater NR Assembly Diagram I I A.DUAL PORT AERATOR M.POLY OLFFUSER BAR(2;: g f- B.318"RUBBER 90°74 CLAMPS(2) N.1"PVC(3 11T SECTION) C.3/8'BARBED ADAPTOR X 1+T NPT(Z; 0 1"SUP CAP del D.1/2"SLIP X 1/T NPT ADAPTOR P lir CLEAR PVC HOSE(OPTIONAL 5) A E.1-STREET X lrT NPT BUSKING(3) O.1/2-PVC PIPE BY INSTALLER) 1 F 117 9a ELBOW(3) R.1"PVC PIPE(BY INSTALLER) G.1'x 1"X VT TEE S.T PVC PIPE(BY INSTALLER) 1y 4g'. H. 90°ELBOW(3) T.vs-BARBED ADAPTOR TO 7f4'NPT(2) rr i.T X 1-BUSHING U.17 STREET X 114"NPT BUSHING(2) j J T SANITARY TEE V 1/7 PVC COUPLER(2) K.1'PVC CROSS W.T COUPLER(BY INSTALLER L 1"COUPLER(BY INSTALLER) ' Revised 2/25/12 1000 GAL CLARIFIER/ DISCHARGE TANK - UN - i 9 VLPYGFIAGE _ a. 7 f �i iiii If'''''. yf r • . . .ice ^ .,S iY •, Y Wastewater Pumps Thermoplastic - Effluent 11 '/2- 1 Re 1/2 HP. 30 Thermoplastic es tor bracket earing and motor coupling.The guide1/2 HP through 1 HP uses composite 1/2 HP. 300 series stainless steeltop and 1 1/2 HP uses stainless steel motor.Two wire single phase models include pump,motor.and 10' "SJ lead,25'.50'& 100' available. All four inch submersibles are supplied with grounded leads meeting the National Electrical Code (N.E.C.) specifications. ... The performance curves on the following page will assist you in choosing the pump that meets your needs. 1 _ Features:-Stainless steelpumpi shell and pump shaft 1 N -Reinforced Thermoplastic diffusers and impellers ' u i A -Internal, anti-spin check valve standard e i I -Thermoplastic intake screen and cable guard i A 11 I L - Powered by Franklin Electric submersible motors 1/2- 1/2 HP. o , - 1 1/4"FNPT Discharge ''- 7': Models. V E � I ` - . •� 5 GPM 1 Series i 7 GPM V Series 23 10 GPM K Series -'`.- 15 GPM - L Series • v�v�NTY i:NVIRONMENTAtHE.At-Z 20 GPM - P Series .r.....•� JBW 30 GPM - E Series High Head Effluent Pumps 10"Lead 101ead 25'Lead 50'Lead 100'Lead Pump Ends Model ii,,:, lIP Voltage X996 X993 X995 X994 Mod el Flowrate. HP List Price 11 22050K2A1 1C 1/2 115 $1,117 $1,117 j $1,284 $1,335 i $1,4711 22050K1L ; gal l10 in , 1!2 $314 22050K2J i 10 , 1/2 230 1 $1,117 $1,117 ! S 1.284 $1,335 I $1,471 22050K1 j 10 3/4 $314 22075K2J i 10 . 3/4 ; 230 I $1,276 $1,276 S 1.447 $1,493 $1,599 22100K2J 10 ` 1 230 , $1,426 ' $1.426 S 1.594 ! $1,644 I $1,748 22100K1 ' 10 1 1 $419 22150K2J 10 11/2 ! 230 $2,004 $2,004 i $2,175 ' $2.220 $2,324 22150K1 , 10 1 1/2 i $671 22050P2AJ I 20 1/2 ! 115 $1,132 ' $1.132 S 1.299 i $1,350 $1486 22050PAJ ! 20 1/2 i $314 22050P2J 20 t 1/2 230 S 1,132 $1,132 S 1.299 I $1.350 ' $1,486 22075PJ 20 3/4 I $335 22075P2J 20 3/4 I 230 $1,274 $1,274 • S 1,433 $1,491 $1,597 22100PJ 20 1 $366 i 22100P2J 20 i 1 230 $1,365 $1,365 $1.446 i $1,583 1 $1,687 22150P1 , 20 1 1/2 1 $452 22150P2J , 20 . 11/2 230 $1,877 $1,877 ( $2.047 ! $2.C66 I $2,200 22050EA 30 1/2 $436 ---,--.7 22050E2A1 I 30 1/2 115 l $1,168 $11,168 S 1.339 $1,385 S 1,491<- 22075E1 1 30 1 3/4 : S 493 22050E2J ' 30 1/2 230 • $1,168 $1,168 i S 1.339 • $1,385 'i $1,491 22100E1 30 i 1 i $550 22075E21 i 30 3/4 , 230 $1,327 ; $1,327 L$1,433 ' $1,543 1 $1,649 22150E1 30 ! 1 1/2 1 $598 22100E21 1 30 1 1 23C i $1,481 $1,481 ` S 1.633 $1,702 $1.821 22150E2J i 30 112 ' 230 ' $2,085 ; $2,085 ; S 2.256 $2,279 $2,407 Less check valve,cable guard,cable guard screws,with hole drilled into center Leads (use accessories discount) of discharge Part 4 #Wire Length List Price 6535-234 2 i 10 S 66.00 41 663 -235 2 50 S 221.00 6635-236 I 2 . 100 S 332.00 6635-237 2 , 25 j S 176.00 274 800.292.2737 I FAX 800.832.9296 1 sales@aymcdonald.com 1 aymcdonald.com 1-18 Wastewater Pumps Thermoplastic - Effluent P Series - 20 GPM soo • SHUTOFF HEAD Da CD • i 1/2 HP 146 FT. 63 PS-1. . _�_-- _--- -I- ----r.... -- 3/4 HP 209 FT. • 88 RSL , -0— i -- 1 HP 281 Fr.• 1/3 Pad. , 400 1----- -T--- "- -` -T... _. .. 1 1/2 HP 3!8 FL• 155 M. N 11HP• sus J - ' ---- t ,— i!lie112 2HP•iii I 0 A -. 4 HP'.7$!AGES --- _ i,_ -. 200 1�NP 5 STAGES.. t D 100 , 01 ' . 4----;-PZ ., y j • 1 0 5 10 19 20 25 30 35 i , B • U.S.GALLONS PER MINUTE Specifications Model HP Material Volts Phase A B ,fit LJ_ 22050P2AJ , 1/2 Plastic I, 115 1 12.48 9.53 23 22050P2J : 1/2 f Plastic j 230 j 1 12.48 9.53 i 23 22075P2J i 3/4 Plastic I 230 j 1 14.63 10.66 ! 27 22100P2J I 1 Plastic 230 ' 1 , 16.78 , 11.75 31 22150P2J ! 11/2 Plastic 230 1 1 20.00 1 15.12 . 41 E Series - 30 GPM Fe /aCf-ve soo SHUTOFF HEAD NT Y�N�//!�� 21Ji A' c -t 1/2 HP 122 FT. • 53 P3.1. / V4f , 7,41 ...I 3/4 HP 152 FT. • 66 P.S.I. 400 -_ ._ _ ---- - 1.HP 219 FT. 95 P.S.I. y`cA 11 2 HP 282 FT. • 122 PS.I. .11y I M 3001- 1 2 I I 1 I. HP a 8 ii I is _1 e = 1 Hi�7`gTAG 0 A o 4HP• 5SL 14 t4 , , A l00 2, FfP 4 STAGES•_..__....._ _--._- p , i 0 5 10 15 20 25 30 35 40 it U.S.GALLONS PER MINUTE Specifications Model HP Material Volts Phase A 8 Wt. ---,) 22050E2AJ 1/2 i Plastic 115 , 1 10.94 9.53 il 23 22050E2J I 1/2 Plastic • 230 ': 1 i 10.94 9.53 ! 23 22075E2J 3/4 Plastic 230 1 i 12.48 ! 10.66 : 25 22100E2J 1 Plastic i 230 1 ' 14.63 1 11.75 ' 30 22150E7J 11/2 Plastic 1 230 ' 1 16.78 15.12 39 1-18 800.292.2737 I FAX800.832.9296 1 sales40aymcdonald.com I aymcdonald.com 277 From Main Power Panel Control Panel Wiring Diagram 120 VAC.t Phase.80 Hz. � ry W ' `Factory Branch provided n�a Model LF1 P-RF-BLWR =Field Wire Lt Ti L1?-- I� CB 20A L2 1 T2 1.2 N" - ® M1 IJ PUMP 1 DISCI,ARGE 1.3 120VAC 10 3/4 Hp 1.4 1.5 1.6 1.7 __ Paux-• -` L1 y.. L� CB 10A N M7NCf BLOWER 1.8 — BLOWER 10 1/4 Hp 1.9 Ground W ire 5 _ — L L1 j---- Li 1.10 N1 13 1.11 CB 10A-- ; LOGO BASE 1 LOGO 1.12 L1 a , SIEMENS 6E010521MD08.013A0 1.13 •HANG MOTOR CONTACTOR 1.14 1 01 2 ! OFF Al • AX1830-10•S4 ABB •AUTO 1.15 Discharge 01',..PR High Level ©- • Q . a 1..6AlarmyED ��SON FB 3?�23 1.17 r Rat U ..� ;, 000NT, FNfriRo 1.19 JeW MENtg1 NpACTH 1.19 •HAND ViVALVES OFF 0 • RELAY 1.20 1 + 2 •AUTO Al IDEC RJ2S-CL-A120 1.21 ; ♦HAND V2 VALVES RELAY 1.22 , i 2 OFF•AUTO At r IDECRJ23nCL-A120 1.23 •HAND V3 VALVES OFF A [.I:k) • RELAY 1.24 1 I 2 AUTO IDE0 RJ26-CL-A1Z0 .25 ALJ� Push To SYerwe 0 EDWKWDAEM.SUBM 1.26 Rev.2.0®04l25118 Page 1 of 3 2.1 IM• I Pressure SwitCh P.2 'VP1176-.7PR . (open on alarm condition) 21 2.4 2.5 ! LOGO DM6 EXPANSION SIEMENS ® © 6ED1O5 -.FB1C-03A1 2.5 i 2.7 S t i 1 2.8 1 ALARM LIGHT (OS) S)2 AIEMENS 3HT1 SERIES I X1 2.9 1`I1'2 i © 7` 6 2 t6 • z.,, FEB 13 2023 MASO' N COUNTY� ENVIRONMENTALYE � �HEALTH TRANSFORMER .,8 2.6 SIGNALCl2.40-2a JBW 2.12 115V-24V ..��I 40VA — 2.13 FUSE ® — 2A.230v 2.14 CRt N/C ,al Common, SOLENOID VALVE 1 1 114 Vt ^-^-.••..•.,p..,...- .... 51 24VAC VALVE 215 I�1 PROVIDED BY OTHERS iliE 2.16 2.17 a1 Common SOLENOID VALVE 2 -------4 52 52 24VAC VALVE �� PROVIDED BY OTHERS 2 I B I 11 11 2.19 1.CR2,4 N/C MI Common SOLENOID VALVE 3 2.20 ` El..._..._• "1. . •1 .._..- .. . S324VAC VALVE PROVIDED BY OTHERS Mill x 2.22 1 ,�� Comnfon i SOLENOID VALVE 4 �3 -••---•-•--•••4 S4 24VAC VALVE PROVIDED BY OTHERS 2.23 _I ' IIII I 2.24 . GR3-4 N/C Ile Common SOLENOID VALVE 5 SS 24 VAC VALVE 2.25 m --�-•�~ I A �. PROVIDEC 9Y OTHERS lIllIIII 226 EDWWD-O EN-Su BM Rev.2.0©04/25/18 Page 2 of 3 2.27 IIII1 I" 3.1 Control Panel Connections 3.2 3.3 Valves Discharge Tank 3.4 3.5 as 37 p 0 0 0 C3 IP ® P 3 ; i 3.0 • i 3.10is,...i.: 000® SS p arye 3.11 High Level Alarm (Toe) 3.12 Discharge Timer/RO Float Input S2 ;Bottom) 3.13 Input#1 3.1` Pumps&Aux 3.15 MI T El a 3.16 3.17 © 3.18 3.19 p R Daeh•rge Slowo 1 P i soy e N f8 13 2023 Y fNVIRONM jaw ENTAL HEALTH ED W WD-OEM.SUB M Rev.2.0®04/25/18 Page 3 of 3 a vatus Septic Des i nis fM; � -., Rs#/ NuWater BNR Pretreatment �• g,::;, y i72' PAULA,�;)Y JOIikSON •.y�� INSTALLATION & MAINTENANCE e: PAULA J Y j HNSO 1. OSCAR At-Grade Drip Distribution Systems - ��� sI 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 teP P-RtOift.installer to discuss settinga schedule for re ui eration .. ain''te . up yourperation 1 3 2023 MASON COUNTY ENVIRONMENTAL HEALTH JBW