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HomeMy WebLinkAboutSWG2023-00343 - SWG Application / Design - 8/14/2023 -t•riliy• MASON COUNTYj 415 N 6TH STREET,SHELTON, ,E 98584 SHELTON:360-427-9679670 EXT 400 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: SWG2023-00343 APPLICANT EMPIRE HOME CONSTRUCTION LLC Phone: 1.360.751.1745 Address: P 0 BOX 241 KELSO, WA 98626 OWNER SCHIEMAN SHENA D Phone: Address: 2410 E TIMBERLAKE WEST DR SHELTON, WA 98584 SEPTIC DESIGNER PAULA JOHNSON -Arrow Septic Phone: 360-898-2255 Designs Inc. Address: 171 E VUECREST DRIVE UNION, WA 98592 SEPTIC INSTALLER Allan Kirk- MASON COUNTY Phone: 360-426-0574 EXCAVATING INC Address: 30 E WILCHAR BLVD SHELTON, WA 98584 Site Address: 2420 E Timberlake West Dr Primary Parcel Number: 220185300060 Permit Description: New SFR -3BR Nuwater Permit Submitted Date: 08/14/2023 Permit Issued Date: 09/14/2023 Issued By: Jeff Wilmoth Current Permit Fees Paid: $525.00 (additional fees may be required upon installation of system). Permit Expiration Date: 08/22/2026 (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. OFFICIAL USE ONLY MASON COUNTY DATE RECEIVED: 8 ` 1 '-�- o. )C ) • .i i. r. COMMUNITY SERVICES C: _ AMOUNT RECEIVED: RECE 03 rn f_ Public Health(Community Health/Environmental Health) -. (/) 415 N.60158,1-Sh00 orn.WA 9658C7.ec:W�0 SWG aC) 3 - Ca l3 0 S3 a15 N.6tn S1rzet-Shelton.WA 9858A z c ON-SITE SEWAGE SYSTEM APPLICATION n rn APPLICANT I PHONE rn (— Empire Home Construction David Duvall (360)751-8062 z MAILING ADDRESS-STREET.CITY,STATE,ZIP CODE -1 g P.O. Box 241 Kelso WA 98626 5, 03 SS-STREET CITY.ZIP CODE CD "• 2420SITE EE Timberlakes West Dr Shelton WA 98584 I N NAME OF DESIGNER PHONE CD I N Arrow Septic Design (360) 898-2255 NAME OF NS':.L_ER PHONE 0 I O Mason County Excavating (360)490-3144 < I PERMIT TYPE(select one) DRINKING VOTER SOURCE — IKRESIDENTIAL OSS F COMMUNITY OSS E COMMERCIAL OSS E PRIVATE INDIVIDUAL WELL f PRIVATE TWO-PARTY WELL Z I co TYPEPEq OF WORK(seect one) I✓ PUBLIC WATER SYSTEM pp)NEW CONSTRUCTION/UPGRADES ff REPAIR I REPLACEMENT 0-HER DETAILS(select all that apply) ❑TABLE IX REPAIR U7 I Ul SUBMITTALSI� 0 SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE 17�0.^;DESIGN FORM(REQUIRED) SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE 0 L_t_� I coWAIVER(S)(IFAPPLICABLE) 3 .19 Acre o I I 0 DIRECTIONS TO SITE AND SITE CONDITIONS (ex locked gete) Follow Highway 3. Turn right onto E Agate Rd. Turn left onto E Agate Rd. Turn left onto E I o Timberlake Dr. Turn left onto E Timberlake West Dr. "Schiemanrr is written on a yellow sign o I o on the left. --1 rn I0) O SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I C) IOFFICIAL USE ONLY BELOW THIS LINE UPGRADE/FAILURE SOURCE(for reporung purposes) ❑VOLUNTARY ❑MAINTENANCE/PUMPING ❑BUILDiNG PERMIT ❑HOME SALE ['COMPLAINT ❑OTHER: INSPECTOR SOIL LOGS COMMENTS/CONDITIONS 1 c al • Ce ( S -� 1 U fe ..1-, Li II �, 1 tvogi 1 I -- SOIL CODES: RECORD DRAIMNG AND INSTALLATION REPORT V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL. • ♦R IGNATURE 1 DATE I APPLICATION EXPIRATION DATE APP ON APPROVED!ISSUED BY DATE - '' �I - '2- � ZZ_ � • U lerrc q-,V T S Fr dd 0•Y BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12 TQO S DESIGN FORM—PAGE ONE Assessor's Parcel Number: 2 2 0 1 8 — 5 3 — 0 0 0 6 0 A design will be reviewed when 3 copies of each of the following are submitted: CRoemquiprleetdedprimdesalyign ArRn that has been signed and dated. '1 Scaled layout sketch,including all applicable items on checklist Scaled plot plan,including all applicable items on checklist. *1 Cross-section sketch,including all applicable items on checklist. This form may be scanned and available for public view on the Mason County Web site.Maximum paper size: 11"X 17" ;I': :-.7-i- '.:.-.-i.,...,...,',:,',::,:-.:14,1.144,,,' ' . - 7411611FR7M5!'s'4',Y..71.5,igi*g.4C -4.,..5tageigtff,1,,M ,Ia• — -.. . ... . .. .. _ _. .. ..... -,:. .. ,.......,m. .„ ... - .. Permit Number. SWG D04)-3 •C3C) 1--1- Designer's Name: Arrow Septic Designs, Inc Empire Home Construciton - (360)898-2255 Applicant's Name: Designer's Phone Number: Mailing Address: P.O.Box 241 Designer's Address: 171 E Vuecrest Dr Kelso WA 98626 Union, WA 98592 City State Zip City State Zip Vatiii ?'1,4?"T--i'-"--.W .:.%***.iiej-i'FF. T:' ,Nr47''.;::::*A.e.1410ggitttFEt0:_ti: Vt:s:iljr•iiigiigtat:laiii,%.:,E1-i.s.7',3,:.:VF.5..:EL:'..J11 Treatment Device 0 Glendon Biofilter 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter,Type: NuWater BNR-500 500 gallon pre-trash tank !if Aerobic Unit Make/Model 0 Disinfection Unit Make/Model Other: Drainfield Type 0 Gravity Eir Pressure 0 Trench 0 Bed 0 Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 3 Schedule/Class 40 Daily Flow:Operating Capacity 270 gpd Length 45 ft Daily Flow:Design Flow 360 gpd Diameter 1.25 in Septic Tank Capacity(working) NuWater BNR-500 gal Number 4 Receiving Soil Type(1-6) 3 Separation 2.5 ft Receiving Soil Appl.Rate 0.8 gPdift2 Orifices 1 * 10 ea 450 Total Number of Orifices Designed Primary Area 450 ft Manifold ft2 Diameter 3/16 in Designed Reserve Area 450 112 Spacing 60 in Trench/Bed Width - Trench/Bed Length 45 ft Schedule/Class 40 Elevation Measurements ft2 Length 36 7.5 ft Original Drainfield Area Slope 0 % Diameter 1.25 in New Slope,If Altered 0 % Preferred manifold configuration used? 5if Yes 0 No Depth of Excavation Up-slope 12 in Transport Pipe from Original Grade DO -slope 12 in Schedule/Class 40 Designed Vertical Separation 12+ in Length 90 ft Gravelless Chambers Required? 0 Yes id No El Optional Diameter 2 in Pump Required? Eil Yes 0 No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 4 Dif.in Elevation Between Pump&Uppermost Orifice 10 ft Dose quantity 90 gal Drainfield Squirt Height/Selected Residual(head) 2 ft Chamber Capacity(flood) 1,000 - gal Uppermost Orifice 51 Higher 0 Lower than Pump Shutoff Pump controls:Please check those required Capacity @ Total Pressure Head 21.24 gpm l 'Timer (Elapse Meter 10 Event Counter Calculated Total Pressure Head 13.61 ft If Timer: Pump on 2 minutes ,pump off 6 hours Comments PPRO .. . 2 2023 MASON COUNTY ENVIRONMENTAL HEALTI- JBW DESIGN FORM—PAGE TWO Assessor's Parcel Number:2 2 0 1 8 — 5 3 -- 0 0 0 6 0 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch Eli Test hole locations Ig Drainfield orientation and layout Reference depth from original grade: 0 Soil logs lif Trench/bed dimensions and lI Septic tank 0 Property lines critical distances within layout WI Drainfield cover ❑ Existing and proposed wells 0 D-Box/Valve box locations Reference depth from original grade within 100 ft of property lif Septic tank/pump chamber and restrictive strata: ❑ Measurements to cuts,banks,and locations Rf Laterals,trench bed,top and • surface water and critical areas Etif Observation port location bottom ❑ Location and orientation of Iil Clean-out location ❑ Curtain drain collector curtain drain and all absorption 56 Manifold placement 0 Sand augmentation components IRE Orifice placement Other cross-section detail: lid Location and dimension of lif Lateral placement with distance Ei6Observation ports/clean-outs primary system and reserve area to edge of bed WI Buildings Other Information Eif Audible/visual .."F1js�l�nced Yes No 66 Direction of slope indicator 1P' L( ❑ Design staked out lif Scale of draw;.._ .:1..,,.•- ale lid Waterlines bar ' . e• 1' ►0 0 g Recorded Notices attached 6d Roads,easements,driveways, �� .�,h � 0 C 'Waiver(s)attached parking ., s ' `�'•?�� '`/ 6� 0 Pump curve attached lid North arrow and scale drawing v,•fa ❑ l 'Evaluation of failure shown on scale bar ,coaae •. Non-residential justification Ln_. PAULA JOY JOHNSON '; c. Lts){ fS bmply . i ❑ :Waste strength �� c 0 l�Flow ExmRCC •A— DESIGN APPROVAL The undersigned designer must b tified b insta er at time of installation 51 Yes ❑ 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 on- ' regulations: /‘i 4 /,-) ...... /y...... ).....„3 nv ro n al ealth Specialist Date CAUTION: DESIGN APP VAL 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: C. ` Z�— 2 e ✓ 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 1/6 P14 6 •._. - •• TIMBERLAKE NO. 5 SECTION 18, TWP. 20N, R2W, W.M. MASON COUNTY , WASHINGTON ! . . 4.3,;:-L-.4;7-...";•2 . . /,• i' ..r.y tow:- .,-.<4 I -----,MI I 8 ,„.4:0tIlf nr I. .,AC(df ir lz .410 k'z4v -1 . ...., At....., 1 " .r.4, - # # / . 0/ "'. .. ..,,, ..„, '4 . 1 ,. , . • ,,,,,,,,:-.• Q.• .,.. 57 ''''''.. • 0' ..• '7,a,,. .ti. ;•Z .4104 • .- ....: il i . --'e.7- • ••••• ,a.„0.- j /..v es, 2z:2 rare'ars ' ,, ......5, 5'' ,0•0 _...., 4.11.1011' 1074 _it 4,4,. . -.... 4, zier, 4.• 34( ., 0 .4.....„. '4e . -***41"4-, ,.,•- 4.' 4.i.„........j..0.7---+-7-evo ---r---;«,?--4.-- - .}..... 'fi, c ...... , A , 4%.....- Kt..,... / - 4. 011 .74.11 .,..14.4.'. 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I _ $ ..- I .1hrt7 1 A .ma.,23_ As Awe-imes, - 1 SHEET 2 OF 5 SHEETS a trov .7- ... _......... PPRO 1VIR2 ENVIRONMENTAL E MASONA COUNTY L HEALTH J B w • PI 0+ �ra� /E � - � � of t ZZOI S-S�-ao0�0 Sca 1 t. ( "= 2O' ,Q=7�5�' Flog-e �— a to 20 30 110 # e..2_4( -IDs'LSA.- "C o TIL Ir -z'- 3'442 L.519- qv' . Q © 'co Go� u eAC,-cka 6_14. ° ' 3 2440 S.t12. to © -to 0,0M(�P\C faN 1 $ xi 0i De'-K V tCP 27`x 4 8 ' a2rsei._ 30 .a lit A w w,.,1 / NI / pot. 51•Qe. 2 IA j o'x45 p.:E EP--vE *SLEEVE ^ / sic �o � 2�s� �1E�fl ' 1 WR�E2L\ N4 SFP1-gC. , 1 .3�p 6EJ GpMPONt�'T' �'Y, h4MUM �fZoP, wRCER ` $5• I' pR E T;hnb1r1a4c-e wrS+ Dr 01� 0 Audio-Visual Alarm ,65p � „,tic rE-P 12 2023 Y1, 0 Cleanout e O JAI RO�;�FNrq�NE O1. �Afye•..., O �cri 0500 Gallon Pre-Trash tank 0 NuWater BNR-500 ATU Tank ham. `;'1 5100349 ��PAULA JOY JOHNSON O5 1,000 Gallon Pump Chamber Lt MtVillillESIGN "� ern- --- 2" .1-1.40,‘Sloar Lam`°- . K _____________________"----A5i 's Tfi ;c._(- C.Ica,Ao ' iiiiiiiiiiiiii1iui _ "O1 �r. O DRAINFIELD TOP VIEW 1 . 25" sched 40 laterals 10 x yr5' pressure bed tq} 37 6:: orifices 6011 0. C. 3011 from bed ends 5 c.¢�. \" = tom--- of S ' lo 15' Zo SCREW ON CAP - 45 DEGREE ELBOW LATERAL Gc END OF -- ��� DITCHNOTE, •3� � DETAIL_ ,10=OBSERVATION PORTS--TO BE 4 " CLEAN OUT PVC PIPE FROM BOTTOM OF TRENCH TO FINISHED GRADE. REMOVABLE NOTE, CLEANOUT TO BE FROM 0 TO CAP SHALL BE INSTALLED ON INCHES BELOW FINISHED GRADE. OBSERVATION PORT PIPE. ANCHOR ON MARK ENDS WITH REBAR . CLEAN OC BOTTOM WITH GLUED ON TEE: REQUIRED AT END OF EACH LATER p pR•o"ir f.4F 4 - IN SYSTEM. T a 100 ..,a-f ,--, 5�i' 1 2 2U23 . C Pc t 1ASON COUNTY ENVIRONMENTAL HEALTH JBW IFir�c,) 6,—a.1 1y,r � /�_z,5 LAT.- • y4 1 ,s _ IZ 1�rr r •ri ° 3p' �� 30- -- � 3�4� O�r�°� IL - !Ot - 12 + 1 S c4� Z. S. - 2 --t t`ZQS}v:c{-; 2 LcL �,. rD 1 ` r 3' �' N7C4,0 I -.4 0 0 ;..,...)...1., irk 0...,„ '''....";.r...i..I'l Q• PAULA JOY JOHNSON .7y�'}) _ic�rs>= �d>:srcN>= � �R sus 4�o Length Length Orifice # Distance from Distance from Lateral# (In.) (Ft.) Spacing Orifices Feeder Line (In.) Cleanout(In.) 1 540 45 60 9 30 30 2 540 45 60 9 30 30 3 540 45 60 9 30 30 4 540 45 60 9 30 30 (Total Lateral Length 180 I I GPM - 21.24 f Total#Orifices 36 - Dynamic Head Calculations Selected residual pressure: 2 ft. Length (Ft.) #Orifices Transport Pipe 90 36 0.74 ft. Feeder Total Lateral Line Length Lateral#1 45 4 49 9 0.22 ft. Lateral#2 45 2 47 9 0.21 ft. Lateral#3 45 2 4 9 0.21 ft. Lateral#4 45 4 4 R ® ft 0.22 ft. Total Elevation Lift SEp 10.00 ft. 1 ASON,COUNT ' Z023 . 13.61 ft. Total Dynamic Head YENVIRON,�ENTq�HEALTH . Jaw SECURED UD WITH GAS TIGHT SEAL THREADED UNION 24-DIAMETER ACCESS RISER i SERVICE VALVE' FINISH GRADE 4-_ �� — FROM SEPTIC • r f 1 '1 c 1 ,_ i-._ -TO DR,AiNFIELO • TANK 21 — Ii J EMERGENCY STORAGE ANTI SIPHON t _ VALVE• • HIGH WATER ALARM LEVEL ► lIT NORMAL TIMER OFF LEVEL WORKING VOLUME I • FLOAT DEa _ FOR FLOAT TEM -"�. .. MOUNTtN[i 1)4:1•�(]' SEDIMEN PUMP 0• —`_� . .-.: • CHECK VALVE• . . _ .,... �r. , pc o, ••e�y,•�i�r Q SEGMENTS ( �1(j I.11 SUBMERSIBLE CEMRIFUGAL P i. "••: - PUMP % Y %F. I PUMP CHAMBER _' PAULA JOY JOHNSON ' i LiCaiS :D1rglat.i tl'' { AS NEEDED al rt R� / Septic Tanks must meet standards required by WAC hapter sewage 2ta C and FIGURE 2 manufacturer must be on Dept of Health list of registered 5- ' • w• new Dnhliryrlinn flll7-022 Page 35 of 55 _ 7 f sj�..w�.. 137, 1 Flow-Mate - _ Dose-Mate o e�woiak In high head dewatering or effluent This is our fastest growing line of effluent applications where pumping i pumps.The 150 series is truly a workhorse performance is critical, this robust i k designed for reliability under extreme family of pumps is known for reliability, i conditions in an effluent environment.150 durability and performance. These 1 series pump curves cover a wide range pumps are especially suited for harsh 7 - i of applications. They are well suited to environments.Zoeller's cool run design 1 applications with low pressure pipe (LPP) 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 powder coated epoxy finish,in addition to I— the hermetically sealed,oil-filled motorand Z non-clogging vortex impeller add up to a tJJM1./.. (it long lasting trouble free product. v' 1 s Q J MADE.. - U$/I, M. 4 U. 'MADEIINNTTHEUSA ? La- APPLICATIONS: APPLICATIONS: II 2 • STEP or onsite applications Water transfer • STEP or onsite applications Light commercial dewatering • 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) B • 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. 1 lj LL PUMP PERF ANCE CURVE 1 i PUMP PERFORMANCE CLRVE MO L 1 i 1521153 MODEL/37/1401145 i 50 I 14 45 153 I • n '■■■■■■■■ i • a ,■■■■■■■■■ 1 j o ■,■■■■■■■■ 12 u ■E■ ■■■■■ ■■ < 35 152 a a ■■„■■■■■■■ Si 10 u ...■■■■■■11., P P RI t 16 ,V, l•, i,: b ■•ZI►I■■■■■■ i:; la p ■■�,�■■■■® SEP �20 3� .1f7t_ �■■■11\■■■r I4 15 'S1• ■������■■■SON COUNTY EN132 IRONM Ni _�t'�lT,■■■RE!I\U■■ 2■■■■■l►\■■ JW 6 I ; ■■■■■.1■.•■ 0 ■■■■■51■■11® GALLONS 10 20 30 40 50 60 70 84 90 100 v w a v U K 'R LITERS 0 q'0 80 120 160 200 2a0 280 320 360 v au ;"as a r' :szsse FLOW PER MINUTE 014508 ww+c•�„ 8 ©All rights reserved. ZOELLER PUMP CO. 1502-778-2731 1800-928-7867 I zoellerpumps.com `Cry-6 t D • • • • IseD-321dNv „ SIN :3-r+i'JS• 699L-199 (09£; :XVA 999L-L99 (09£i :3NOHd ,113 p 40996 Wit`QNfONS 3Zi173 L60£X09"O'd al ysell 009 :a8031db23O .ON[ ONI2:133NION3 Na. I.U£U9 tl r.�aoisrraoyvr; Gitta y e At 6.411 r= it I ' -;.S ,' �o Rtiik .:::::::" 0,1 13 „} i F Q i .«'z. .a0; a-,1.- 2 � x griNi - .< S id .2W`-• . a rt v , t- < / -:5t9:,.."L",:.L'G �` al c • c:a • C 1 1 ' K ' r * ii t sia.c....00..0....L..4 yg • 1 • ..: kiFil;ft-al I I I 1flaki 1 ;; t 1,..=!-Ai'°20 ,i,,,j'-'411 ' l' i • 3 I*f{ i I I 4— ,y✓g a LiD ? 1 a i, SEP11/ � � _- 1 2 2023 ; i6� Y MASON COUNTY ENVIRONMENTAL HEALTH l Y4 ' 4 JBW I0 =,,bT3_ 6,_. N-Tys{ p< E , ....3, 0,, , ,,,,„„ .„ . - g tom+ � ! - rc� Y II `r•� ! � -> ,��., C,(.ORS .�. H� � � v V I2 �z ^�wi2Y 5. • i„... 4.-4,-,. :\ ilaz :—.... 0,,,- 1 4, ir-• ' * i--luv-- 't C� z. I � a t '=�F ` v� l am` � Is J =J a. /Pi I 33 I !. i _u` , . >- � I k`�7'a' < ix�} ssZta �A� c _ sr2 I" �tzVa as l —lc� . / 9%2" i DUAL PORT AERATOR, - LID VENT(VG) ) RISERS(TYP) \ � WATERT1GHT r'0 1'PVC(1'P) --h 1!2'PVC MAX 1 II I L1i_1�= 4' 'i, 1 _ ----r ''....1-"L----FI 2'COUPLING &REDUCER i-N6• , — a_ -} 2'TEE1` 1 1•RE PVCURN SLUDGELINE I!■! 1 2` I 2'PVC TRASH CHAMBER s DIGESTER CHAMBER CLARIFIER • I i OPERATING CAPACr Y:417 GALLONS I OPERATING CAPACITY:421 GALLONS CHAMBER • FLOOD CAPACITY:490 GALLONS ` FLOOD CAPACITY:494 GALLONS 160 GALLONS . I A FLOOD:191 GAL 55 : 4;. \ o o e o lis•XElfr PPROVE t ::s : - ' SEP 2 'O:'. DIFFUSER BARS(2) I i 2023 .(, _ ?ARALEL TO TANK WALL / i y "AS ON COUNTY ENVIRQNMENTAI �FQLTu SLUDGE RETURN JBW % // 1.5"TAPER I ■ .i STONE-FREE 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. 2)If bottom of hole is stony,install 3"of compact sand&level 1' 9.-2• }' out with screed. _ ____ _ _ \ 3)Install tank in center of hole,keeping 1 ft void space on 7LLL��-� 1 all sides. I 24'RISERS(i TP? 24'BLOWER 1 4)As tank is filling with water,fill in void space with compact I II r--- \ f 1NG CASTgranular(sandy)soil free of large dumps of day. I I TOP of Li 5)Ir�ll rest of system,&affix risers to adapters with I • 'waterproof adhesive. E I I• 3 4,g• 6)Perform watertightness test in field as required by local jurisdiction. I I I 7)Upon approval to backfill,carefully backfill with native i i 12•RISER I I 1 soils over top of tank. TRASHCNAMBER I 1 DIGESTER I ISxe____ I 8)Final grade the surface to avoid chanelling surface L _L __ _ ___J L water toward tanks TOP VIEW --78k .= AEROBIC TREATMENT TANK DETAIL FOR .•� NuWATER BNR-500 TREATMENT UNIT 1 � : ..... \■j .. ENVIRO-FLO, INC. REVISED: �/ 4. Wastewater Treatment Technologies J/01/12 ::.`°+.•.,T�>'' : ' P.O.BOX 321161,Flowood,MS 39232 (877) 836-6476 (601)845-4716 fax SCALE: '` 1" = 1.4 ft. www.enviro-flo.net J ` Advvnccd Trx>o4man!Sysr.-°,rts BY FrrYiro-Ffo.tnc f\ f i 1 ' • -- PP � VE i � , SE 2023 MASON COUNT ENVIRONi��I ' ....,... L I-EALTF 4T- _ ,..... ib , r IJBW 41. ��� ....,...„ ......... • ��t. [fir th• i -...... i t• 14,..„- I o 4::-...c.--••••• ----. e4LO It, + I v f 1 tr u 1 ‘12 �'r =7` i �� Cy S 4y 0 416 10 id:0I See %Ns ` a� 1�1 [i fi 111111.11°°. eZ-© 1 44 ea I PARTS LIST NuWater NR Assembly Diagram I A DUAL PORT AERATOR M.POLY DIFFUSER BAR('2; N t7 ' B.3/B-RUBBER 9C°Wi CLAMPS(2) N.1"PVC(3 1,2"SECTION) • C.3/8`BARBED ADAPTOR X 1/2"NPT(2) O.1"SLIP C,AP 09 D.1/2"SUP X 1/2"NPT ADAPTOR P. 1/8'CLEAR PVC HOSE(OPTIONAL 5, p a 1'STREET. X 112"NPT 3USHING(3) O,1/2"PVC PIPE(BY INSTALLER) F t c2'90"ELBOW(3) R.1"PVC PIPE(BY;NSTALLER) 4re G.1"X 1'X 112'TEE S.7 PVC PIPE BY INSTALLER) %Ilk*�;> H.1"90°ELBOW(3) T.s/8"BARBED ADAPTOR TO 1/4"NPT(2) t.Z X 1"BUSHING U. 1/7 STREET X 1/4"NPT BUSHING(2) 1 1.2"SANITARY TEE V.1/2'PVC COUPLER(2) K. 1'PVC CROSS V1 7 COUPLER(BY INSTALLER; L.1"COUPLER(BY INSTALLER) Revised 2/25/12 L /1 t) Ci C vatut Septic fDesigvs r, 9`' NuWater BNR Pretreatment L STALLATION& MALNTENANCE Pressure Distribution Systems 2 PAULA JOY349 JOHNSON 1. Install Laterals with contour of the pound. EXPIRES I 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 extending to the drainrock/native soil interface. Glue "T"to bottom so Observation Port cannot be easily removed from ground. Install 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&M ' tree',,::.. our p NuWater pretreatment system. s ste 1 2 2U2i MASON COUNTY ENVIRONMENTAL HEAL JBW lD �1D