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HomeMy WebLinkAboutSWG2023-00250 - SWG Application / Design - 6/15/2023 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 SHELTON:360-427-9670,EXT 400 J L 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: SWG2023-00250 APPLICANT David and Angela Sullivan Phone: Address: 7434 Betti Ln NE OLYMPIA, WA 98516 OWNER David and Angela Sullivan Phone: Address: 7434 Betti Ln NE OLYMPIA, WA 98516 SEPTIC DESIGNER PAULA JOHNSON -Arrow Septic Phone: 360-898-2255 Designs Inc. Address: 171 E VUECREST DRIVE UNION, WA 98592 Site Address: 1561 E St Andrews Dr N Primary Parcel Number: 321225000453 Permit Description: New SFR -2BR Nuwater w/pressure bed Permit Submitted Date: 06/15/2023 Permit Issued Date: 07/03/2023 Issued By: Jeff Wilmoth Current Permit Fees Paid: $525.00 (additional fees may be required upon installation of system). Permit Expiration Date: 07/03/2026 (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/onsite/oss-inspection-request.php or call: 360-427-9670, extension 400. OFFICIAL USE ONLY DATE RECENED: MASON COUNTY (o - \ S - ,:. ,„ COMMUNITY SERVICES AMOUC � RECENE( U) > : U)- Public Health(Community Health/EnvironmentalHealth) 1 v j5p4I7-967C.er,.<JO or 3tiCr275-4467,eK WO SWG ^ OO �`^r ` O Q ats N.wh Street-Shelton.WA 98584 �O 1 J v Z1 Z Cl) ON-SITE SEWAGE SYSTEM APPLICATION > r � m APPLICANT PHONE TM r David & Angel Sullivan (360) 972-9767 I— z MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE 0 g 7434 Betti Ln NE Olympia WA 98516 a) � r SITE ADDRESS-STREET CITY,ZIP CODE 1561 EST Andrews Dr N Shelton WA 98584 CD B GO NAME OF DESIGNER PHONE C I ivArrow Septic Designs (360) 898-2255 NAME OF INSTALLER PHONE I Mason County Excavating (360)490-3144 PERMITRM TYPE(select one) CC DRINKING WATER SOURCE En N ill RESIDENTIAL OSS t_LCOMMUNITY OSS Ifil COMMERCIAL OSS 5 PRIVATE INDIVIDUAL WELL 5 PRIVATE TWO-PARTY WELL Z N TYPEPE OF WORK(se/ect onei pp. PUBLIC WATER SYSTEM 1 RENEW CONSTRUCTION/UPGRADES EREPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ❑TABLE IX REPAIR I W I Ul SUBMITTALS 03 0 SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE ® RDESIGN FORM(REQUIRED) IC):SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE r0 I CD fWAIVER(S)(IF APPLICABLE) 2 .24 1 0 I O DIRECTIONS TO SITE AND SITE CONDITIONS-(ex locked gate) Follow Highway 3. Turn left onto E Mason Lake Rd. Turn left onto E St Andrews Dr. Turn 1 I O right to stay on E St Andrews Dr. Driveway will be on the left with "Sullivan"written on a o I yellow sign. -I .P, Ioi CA)SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I W OFFICIAL USE ONLY BELOW THIS LINE UPGRADE/FAILURE SOURCE(for reporting purposes) 0 VOLUNTARY 0 MAINTENANCE/PUMPING 0 BUILDING PERMIT 0 HOME SALE 0 COMPLAINT 0 OTHER. INSPECTOR SOIL LOGS 1 COMMENTS!CONDITIONS 2it(2S L 2co l 36 LE)" p 10 [E0 WCj . II JUN 1 5 2023 Li By t RECORD DRAWING AND INSTALLATION REPORT SOIL CODES: V=VERY G=GRAVELLY S=SAND L=LOAM St=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINALAPPROVAL. I. TOR SIGNATURE DATE 1 APPLICATION EXPIRATION TE ATION APPROVED/ISSUED BY DATE w� -2�( 23 i��2��4 1N;1 7— 3—Z� T IS •'MAWAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12/7/2015 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 3 2 1 2 2 — 5 0 — 0 0 4 5 3 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: 1I"X 17" PARCEL'IDENTIFICATION Permit Number: SWG ..2,_, L': .50 Designer's dame: Arrow Septic Designs T David&Angel Sullivan Designer's Phone NTumber: (360)898-2255 Applicant's Name: 171 E Vuecrest Dr Mailing Address: 7434 Bet Mailing NE Designer's Address: Olympia WA 98516 Union WA 98592 City State Zip City State Zip :'' DESIGN PARAMETERS Treatment Device ❑Glendon Biofilter 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter,Type: [Aerobic Unit Make/Model NuWater BNR-500 0 Disinfection Unit Make/Model Other: Drainfield Type ❑Gravity Pressure 0 Trench fi 'Bed 0 Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 2 Schedule/Class 40 Daily Flow:Operating Capacity 180 gpd Length 15 ft Daily Flow:Design Flow 240 gpd Diameter 1.25 in Septic Tank Capacity(working) NuWater BNR-500 gal Number 8 Receiving Soil Type(1-6) 3 Separation 2.5 ft Receiving Soil Appl.Rate 0.8 gpd/ft2 Orifices Required Primary Area 300 ft2 Total Number of Orifices 24 Designed Primary Area 300 ft2 Diameter 3/16 in Designed Reserve Area 300 ft2 Spacing 50 in Trench/Bed Width 10 ft Manifold Trench/Bed Length (2)15 ft Schedule/Class 40 Elevation Measurements Length 7.5 ft Original Drainfield Area Slope 1 % Diameter 1.25 in New Slope,If Altered 1 % Preferred manifold configuration used? Gif Yes 0 No Depth of Excavation Up-slope 11 in Transport Pipe from Original Grade Down-slope 10 in Schedule/Class 40 Designed Vertical Separation 13+ in Length 50 ft Gravelless Chambers Required? 0 Yes No 0 Optional Diameter 2 in Pump Required? 'Yes 0 No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 4 PumpUppermost Orifice 8 ft Dose quantity60 gal Diff:in Elevation Between & Drainfield Squirt Height!Selected Residual(head) 2 ft Chamber Capacity(flood) 1,000 gal Pump controls:Please check those required. Uppermost Orifice fit Higher 0 Lower than Pump Shutoff Timer Elapse Meter [Event Counter Capacity @Total Pressure Head 14.16 gpm 2 minutes pip off 6 hours Calculated Total Pressure Head 10.28 ft If Timer: Pump on > Comments AP F E f1 vi: • ': MASON-COUNTY ENVIRCNMENTAL HEALTH ���� JBW , r DESIGN FORM—PAGE TWO Assessor's Parcel Number:3 2 1 2 2 — 5 0 -- 0 0 4 5 3 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch g Test hole locations g Drainfield orientation and layout Reference depth from original grade: g Soil logs 0 Trench/bed dimensions and g Septic tank Property lines critical distances within layout g Drainfield cover 0 D-BoxNalve box locations ❑ Existing and proposed wells Reference depth from original grade within 100 ft of property lig Septic tank/pump chamber and restrictive strata: ❑ Measurements to cuts,banks,and locations g Laterals,trench/bed,top and surface water and critical areas g Observation port location bottom ❑ Location and orientation of g Clean-out location 0 Curtain drain collector curtain drain and all absorption biff Manifold placement 0 Sand augmentation components iii Orifice placement Other cross-section detail: iii Location and dimension of liff Lateral placement with distance Observation ports/clean-outs primary system and reserve area to edge of bed ai, Other Information Pi Buildings lif Audible/visual • ! ferenced Yes No Eli Direction of slope indicator g Scale of draw' >: :•°.1.n scale Ig 0 Design staked out ig Waterlines bar ,4►,,•` 0 g Recorded Notices attached lg Roads,easements,driveways, o a: ti. ❑ it'Waiver(s)attached parking FI', ,i ). DI 0 Pump curve attached •'� ' } 0 gEvaluation of failure g North arrow and scale drawing rho .u,! shown on scale bar .1-e • 510;349 •'��Jy Non-residential justification ,!--ft .:PAULA JOY JOHNSON Ilt s'E bLgjoBt' 0 g Waste strength DCPIREs _ ❑ g Flow DESIGN APPROVAL The undersigned designer must b n Tied b ins ler at time of installation g__Yes 0 No _ rr 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 on-si egulations: Env' onSi l Health Specialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved"by Mason County Public Health. I The Onsite Sewage Permit has not expired,the Permit Expiration Date is: (Q ,22.Z6 ✓ Drainfield site conditions have not been altered to adversely affect conditions of design approval. 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M1*X� Qt'. ... OFF AAtt�AttGGGG�ffrt« 10001 RNwc n wwr 0.•.rioN 6A61NMf our*Kr rlsor6Rrr -- --- - vc�•` r Q N. .___,_� — - - - I .w 1N NGRIN rf9i w APPROVE �u, 0 3 2023 �N AUNTY ENV�RONMENtgI HEALTH --S4-f-dZ JBW Pi04- Pah A=-7-,5-+ Hots • David + ti Suit Vexn - k - 2 "136' LS+C.ao i 5 t 2-50-"t 04 To Tk" Marc{l 3 12 '' 4,�---54" &L MAD 54-- 9-0°- S 116;7:."r bz.� I�i(c I I+ � rfwS Dr N old\p C • r 0 C. T\O N y i e Ai- J. SC ` e } `� 0 T eiue3a9 ly { 2 V 4,- PAUTA JCY JOhiNSCN V. i 1 3 I t b eta&5 WI-kA4- (Z?I X m le7t.a�ft:.�s o /a 20 30 40 EXPIRES -M.6.7,I \ ��\ t5 ���6 N \ � ' 8 i \__ _,,...._ A .,.... ., ooa 1)0NI Xa Q°Se �D 6. , " ke'l ` / - .\ C" 1- / 2c -g r / 0 Audio-Visual Alarm ��r O2 Cleanout 1 U l R u_ rec4 -C lcesi-k. -b+AgS 4sd \ 1 5 O 500 uallor_ Pre-Trash tank — �/ 1 tti,U _ \` �nC3 O4 NuWater BNR-500 ATL Tank D . O 1,000 Gallon Pump Chamber p 0Valve Control Box ® V E MAso� U 0 3 2023 fNVr per) Z Jg AC h'EALr. . i I5 � hmilisimmira i A45\ is- ca.,',.V. 't.), '�. PAULA JOY JOHNSON :7 it fC -7w0P` EXPIRES a1 / miiiiij 31:' T 0 S I IS Zo • g—12" Lo"'B �cert.. TtwR c•�Aa ZN �y,ta r _ C�ric{-ru� " 10 3(�"—Z,(Z„ 30 ` 'As" 3t,,k..� 3° --�Ot— i ` ; 1 C�►�a e 4' ou (` ' to q 13'! ScaSl� : t"-2` „, i Ir0.^1�.- , C'r — . QQ$ Q� V -'c .) [`�1 c*---SCREW ON CAP 45 DEGREE ELBOW ORNote: (Typical Bed Layout) LATERAL SWEEPSWEEPING 9 Q 0=Observation Port—to be 4"perforated END OF PVC pipe from bottom of bed to finished DITCH grade. A removable cap shall be installed on DETAIL observation port pipe. Glue"T"'on bottom CLEAN OUT so pipe can't be removed. Minimum oPIin system,one in each corner. yeller • trenches. NOTE, CLEANOUT TO BE FROM 0 TO 6 INCHES BELOW FINISHED GRADE. MARK ENDS WITH REBAR. CLEAN OUT JUL 0 3 2023 REQUIRED AT END OF EACH LATERAL. Z MASON COUNTY ENVIRONMENTAL HE ALTH JBW Length Length Orifice # Distance from Distance from Lateral# (In.) (Ft.) Spacing Orifices Feeder Line (In.) Cleanout(In.) 1 180 15 60 3 30 30 2 180 15 60 3 30 30 3 180 15 60 3 30 30 4 180 15 60 3 30 30 5 180 15 60 3 30 30 6 180 15 60 3 30 30 7 180 15 60 3 30 30 8 180 15 60 3 30 30 Total Lateral Length 120 Total#Orifices 24 GPM = 14.16 Dynamic Head Calculations Selected residual pressure: 2 ft. Length (Ft.) #Orifices Transport Pipe 50 24 0.19 ft. Feeder Total Lateral Line Length Lateral#1 15 4 19 3 0.01 ft. Lateral#2 15 2 17 3 0.01 ft. Lateral#3 15 2 17 3 0.01 ft. Lateral#4 15 4 19 3 0.01 ft. Lateral#5 15 4 19 3 0.01 ft. Lateral #6 15 2 17 3 0.01 ft. Lateral#7 15 2 17 3 0.01 ft. Lateral#8 15 4 19 3 0.01 ft. Total Elevation Lift 8.00 ft. Total Dynamic Head '( 10.28 ft. t .4,,,,./Irch W' .'T _ ' } �.' 5100349 N<' PAULA JOY JOHNSON .. aa.L'fC�NS'� 1D t".1_ v tea-- ' /2i IPPROVE JUL 0 3 �023 p MASON g OiJN 4 TYENVIRONMENTAL H _ Jaw ..et 2.j r1, 137, 139, i -. g� _ 151, Flow-Mate - - Dose-Mate or egy..014,1 In high head dewatering or effluent This is our fastest growing line of effluent ' applications where pumping I. pumps.The150seriesistrulyaworkhorse performance is critical, this robust . ' designed for reliability under extreme family of pumps is known for reliability, conditions in an effluent environment 150 durability and performance. These series pump curves cover a wide range pumps are especially suited for harsh ,' of applications. They are well suited to 4 l environments.Zoeller's cool run design applications with low pressure pipe (LPP) I and corrosion-resistant,powder coated and enhanced flow STEP systems.Zoeller's epoxy finish add up to a long-lasting, cool run design and corrosion-resistant, trouble-free product I powder coated epoxy finish,in addition to I— the hermetically sealed,oil-filled motor and Z non-clogging vortex impeller add up to a W_ 6 = long-lasting,trouble free product. UQ� -I ( ......--olor: iSg ,,,,... 1 MADE INTHE USA MO•.u..rtsu4saon i`'- p� l i. MADEIINTHE�SA W _ CC APPLICATIONS: APPLICATIONS: G • STEP or onsite applications • STEP or onsite applications Water transfer • Light commercial dewatering GLI • Light commercial dewatering • SPECIFICATIONS: SPECIFICATIONS: • 1-1/2"NPT discharge • 1-1/2"NPT discharge • 3/10 HP through 1/2 HP • 1/2 HP through 1 HP • Available in nonautomatic or with a variable level • Available in automatic or nonautomatic piggyback mechanical switch • Model 137,139,140:1/2"(12 mm)spherical solids • 1/2"(12 mm)spherical solids capacity with vortex capacity with vortex impeller thermoplastic impeller • Model 145:3/4"(19 mm)spherical solids capacity with For more information,see Technical Data Sheet FM2784. vortex impeller • Bronze construction available(139 series) • High head version available(145 series) • Double shaft seal versions available for added protection on models 140/145. For more information,see Technical Data Sheets FM2782,FM2783. LL PUMP PERFORMANCE CURVE iPUMP PERFORMANCE CURVE MODEL(5)52J153 MODEL 137/14C/145 - 50 n ,o ,......■.. 14— 45 153 n „ ,......... ro .,........ 12— 40 ' ..■....... 2 35 152 I` w ..,,....=. U 10- \"....... < _ ..,,'...... 0 8 25 151 w „ ■..`.. .... R' 6-120 e » '...,,MINIM. 15 liEMM�,... 10 . L% ...■ .1"'.. 2— ' .....,,,`.. 5 11.11..1111.111111 10 20 30 40 50 60 70 80 90 100 GALLONS LITERS III TIIII 1 tIkt0„ 0 40 80 120 160 200 240 280 320 350 0 so 'p .p 3,' PEN 01450e 8 ©All rights reserved. ZOELLER PUMP CO. 1502-778-2731 1800-928-7867 ArP5R ff VE - 2- JUL 3 2023 'J. MASON COUNTY ENVIRONMENTAL HEALTH _RR1l.. 1 Sad aVY�2i7'JY i SIN _IHOS 699L-L99 (09£) )Cd3 999L-1$9 (09£) •3NOHd '.:1- N 23 p ^� .1NI tv 1700926 tr/O''4'Ntnotio 31 LLVe L60££X�O46'O'd`� iiS2.11 OO5 asa3 �da� '0N siva 1 I3� I.Jl�i3 lt3 LI O :I.!£"9 i -I .'. N tl ..-A-'' co..\ ,,,04-.7 -5 -,2 1 ‘a- . r �1t a `-.v • ti ti 5r 425 ''.- 2 ,, x ` ?X3C Yq aaQ 1•1 C cy kf :: ,r.a,.2na 4G S84 I „_r. 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'' N COuN i Y ENVIRQ�pdF�r `�� ALTH Fq-iz- JAW j 9'-2"DUAL PORT AERATOR—, WATERTIGHT — LID VENT(typ) RISERS(rYP) r---71 t 1-11....7_,. tr" H + t - 4 MAX. , PVC(TYP) 1f2'PVC II MASTIC SI V AIRLINER 4' ` "1—'‘-----. r COUPLING 8 REDUCER ! 6- 1-4—'—\--., 2'TEE i "PVC SLUDGE I 12' NNN RETURN L1NE III ..4., • I 2'PVC J) I I F i DIGESTER CHAMBER CLARIFIER TRASH CHAMBER OPERATING CAPACnY:41T GALLONS OPERATING CAPACRY:427 GALLONS CHAMBER FLOOD CAPACITY:490 GALLONS FLOOD CAPACITY:494 GALLONS 160 GALLONS FLOOD 197 GAL • ( 50 o 0 0 p, 36' ° ° ° / 1TEE1tr f I o 0 0 ,7 • e� 1r —DIFFUSER BARS(2) •(5"• PARALEL TO TANK WALL \4- I I y ti ` SLUDGE RETURN \ // ,S'TAPER ! SIDE VIEW 1--1.4 ft STONE-FREE NATIVE SOIL OR COMPACTED SAND INSTALLATION INSTRUCTIONS OVER STONY SOIL 1)Excavate tank hole wit,vertical walls to 1 foot larger than tank on all sides. 2)If bottom of hole is stony,install 3"of compact sand&level f 9'-2' out with screed. - ---- - - ____.7.3)Install tank in center of hole,keeping 1 ft.void space on F I all sides. I 24'RISERS rrvp r 24"SLOWER 4)As tank is filling with water,fill in void space with compact I I IOUSING CAST 1 granular(sandy)soil free of large clumps of clay. i ;1 r \ N TOP OF i I I 5)Install rest of system,&affix risers to adapters with \\ waterproof adhesive. I y I a-8• 6)Perform watertightness test in field as required by local jurisdiction. ■ 1 ,� 1 �� I 11. 7)Upon approval to backfill,carefully backfill with native p •.. : E : 12 RISER I; I soils over top of tank. I TRASH CHAMBER DIGES ER I I C AR!FIeRI 8)Final grade the surface to avoid chanelling surface ' - ..i J I _ _J i Ut water toward tank. t MASON COUNTY ENVIRONMENTAL HEALTItoP=Zee.wEw - JFIW : AEROBIC TREATMENT TANK DETAIL FOR 1.4 Nu WA TER BNR-500 TREATMENT UNIT .Iv • \ s ENVIRO-FLO, INC REVISED: Wastewater Treatment Technologies 3/01/1 2 :.`"*...„,.�� :%%"' P.O.BOX 321161, Flowood,MS 39232 (877)836-8476 (601)845-4716 fax SCALE: 1 r = 1.4 . www.enviro-flo.net !MU Lçç I 1•�rI a `\ rielra, . (2)._/ ,.._ rr 441*Cs'• 1:1,.. itige#: '"'Ns.. ,.........„,,,-‘ di -,,,, I ter Illii iihr*..:".b,,...114.11177, - -. -- . ° ') , , It' .(_, :tc.,,,,i (I) [i/ - A LoAds *It I11 11.'4 100;000 1.1 _ � '1-' -& ‘-° A 'v , il ,* �� .N Al . Arita egh 10 i,,,--e 40000e -41;) i 111110* .._.„...." \-1® •4111 [I INO � I PARTS LIST NuWater NR Assembly Diagram j A.DUAL PORT AERATOR M.POLY DIFFUSER BAR(2) B.3/8"RUBBER 90°WI CLAMPS(2) N.1"PVC(3 1/2"SECTION) C.3/8"BARBED ADAPTOR X 1(2"NPT(2; 0.1"SLIP CAP (1-9D.1/7'SUP X 1/2"NPT ADAPTOR P.1/8•'CLEAR PVC HOSE(OPTIONAL 5; in► a 1"STREET X'.12"NPT BUSHING(3) 0 1/2"PVC PIPE(BY INSTALLER) 0-0F 1/2'90`ELBOW(3) R.1"PVC PIPE(BY INSTALLER) G.1"X 1"X 1/2"TEE S.2"PVC PIPE(BY INSTALLER) V�'H.1"90`ELBOW(3) T.1/8"BARBED ADAPTOR TO 1/4•N ppR0v 2 X 1"BUSHING U.1/2"STREET X 1/4I"NPT BUSHIN• J 2"SANITARY TEE V 1/2"PVC COUPLER(2) K.1"PVC CROSS W 7"COUPLER(BY INSTALLER; J U L 0 3 2023 L.1"COUPLER(BY INSTALLER) ' MASON COUNTY ENVIRCNMENTAHEALTH JBW Revised 2/25/12 lac t 2. SECURED UD WITH GAS TIGHT SEAL u � ACCESS RISER �_!_ VALVE.s � F id r_ _ -TOORAINFIELD TANK -a EMERGE. �� I ANTI SIPHONNCY STORAGE 1 . • VALVE' 1! HIGH WATER ALARM LEVEL WORKING VOLUME 7 FLOAT Nal NORMAL TIMER OFF LEVEL f - MOUNTING FOR FLOAT ENCLOSED PI MP _ • Ct1ECK VALE• _. . t 8"f ' ,� sum :f.l1l. ! • PR . 01 t, it- t.t.p_tl.te_f_Te_ PUNT p 3 �M� �uL 4 3 202 "' •AS NEEDED fluNZY ENVIONMENTAtH��ds required by WAC chapter 246-272C and �1GURE.2 Septi muu sta Dept q registered sewage tanks ufacturer must be on Dept of Health List of ._ _.-. man 2 • 7 •" paQC 35 of 65 Septic De/sign/3 Gnmacu Sep t NuWater BNR Pretreatment 1 •'jd LNSTALLATION & MAINTENANCE ��'-�_;: Pressure Distribution Systems PAULA JOY JOkNSCry '•?�h LiCEN OESIGNEK . r 1. Install Laterals with contour of the ground. 2. Install trench bottoms level. 3. Install locator tape or rebar at each end of all drainfield laterals. 4. install observation ports as indicated on the plot plan. One required at distal end of each lateral in drainfield with bottom rttcatduiogbe easi to the ly removed fromsoil ground interface. Glue "T" to bottom so Observation Po l removable cap on top of port at final grade level. 5. Install drainfield during dry weather and soil conditions; any soil smearing must be eliminated by hand raking. 6. Install threaded clean-outs at the end of all laterals (cap must extend to within six inches of finished grade and be marked with locator tape or rebar). 7. Install audio/visual high water level alarm. Redundant off switch not required. 8. Install check valve in pump outlet line to prevent system from draining back into the pump chamber. 9. Tee to Tee construction between laterals and manifold with orifices oriented at 6 o'clock. Install laterals to the manifold with the orifices at 12 o'clock, (do not glue), after pressure test and Environmental Health Dept. approval, turn orifices down (6 o'clock) and glue laterals to manifold. Orifice shields may be used with orifices in the 12 o'clock position in lieu of turning the orifices down to the 6 o'clock position. 10. Filter fabric required over drain rock prior to back filling. If the drain rock extends above natural grade, run the filter fabric at least 2 inches down the trench wall. 11. Encase all water lines within 10' of drainfield and under any driveway/parking areas. 12. Divert all storm water runoff away from on-site sewage system. 13.No curtain drains allowed within 10' of the up-slope edge or 30' of the down-slope edge of the drainfield and reserve area. 14.No vehicular traffic over drainfield area. 15. Inspect floats, clean filters, and test high water level alarm every 6-12 months as needed. 16. All materials and workmanship must meet County and State regulations. 17. Deviation from this design without prior approval from the Designer and Mason County Environmental Health Department will make this design null and void. 18. All manhole lids and access, sampling or inspection ports must have locking covers and be located at ground level. 19. All pressure systems with a pump chamber outlet higher than the drainfield must have a 1/8"hole drilled in the discharge pipe above the pump to prevent siphoning. 20. All transport lines under driveways or parking areas must be encased to prevent crushing. 21. Homeowner is responsible for all property lines. 22. Please Note: When you begin using your septic system, contact your septic installer to discuss setting up a schedule for your required Operation& Maintenance on your NuWater pretreatment system. PPROVEA ,. J 0 3 2 '023 MASON COUNTY ENVIRONMENTAL HEALTH ���-[ 2 JBW