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HomeMy WebLinkAboutSWG2023-00349 - SWG Application / Design - 5/11/2025 415 N 6TH STREET,SHELTON,WA 98584 OD : MASON COUNTY SHELTON:360-427- ,EXT 400 BELFAIR:360-275-44674467,EXT 400 ✓"- Public Health & Human Services ELMA:360-482-5269,EXT 400 /'� FAX:360-427-7787 On-Site Sewage System Permit: SWG2023-00349 APPLICANT BUTROS CHARLES M & NANCY-ANNE Phone: 360-427-7341 Address: 342 SE NELSON RD SHELTON, WA 98584 OWNER BUTROS CHARLES M & NANCY-ANNE Phone: 360-427-7341 Address: 342 SE NELSON RD SHELTON, WA 98584 SEPTIC DESIGNER PAULA JOHNSON* Phone: 360-898-2255 Address: 171 E VUECREST DRIVE UNION, WA 98592 Site Address: 728 E Sunset Hill Rd Primary Parcel Number: 221274300000 Permit Description: New SFR -4BR Pressure Permit Submitted Date: 08/21/2023 Permit Issued Date: 05/01/2025 Issued By: Jeff Wilmoth Current Permit Fees Paid: $1,120.00 (additional fees may be required upon installation of system). Permit Expiration Date: 05/01/2028 (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 DATE RECEIVED: MASON COUNTY Q •Z� Z nM;5 rl► atc 2 D f CO COMMUNITY SERVICES r CO Ch (Xi; Public Health(Community Health/Environmental Health) - Cl, 4• 15 .6th Street t-t.40pan,WA9 5847,va.400 0e�ct O 2 475 N.6th Street�Shelton,WA 48584 SWG�'/� I� �� O JVVV � z di ON-SITE SEWAGE SYSTEM APPLICATION D D APPLICANT PHONF rTI m Charles Butros (360) 427-7341 _ z MAILING ADDRESS-STREET CITY.STATE.ZIP CODE — C g 342 SE Nelson Rd Shelton, WA 98584 co SITE ADDRESS-STREET.CITY.ZIP CODE 71 728 E Sunset Hill Rd Shelton, WA 98584 I N NAME OF DESIGNER PHONE Arrow Septic Designs, Inc (360) 898-2255 ^' NAME OF INSTALLER PHONE Mason County Excavating (360) 490-3144 PERMITRMp TYPE(select one) DRINKING WATER SOURCE cn I IV WO RESIDENTIAL OSS E]COMMUNITY OSS lEiiCOMMERCIAL OSS Itta.;INp PRIVATE INDIVIDUAL WELL E PRIVATE TWO-PARTY WELL 2 TYPE OF WORK(select one) CJ PUBLIC WATER SYSTEM ®NEW CONSTRUCTION I UPGRADES 51REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) 0 TABLE IX REPAIR I .p SUBMITTALS 0 SURFACING SEWAGE ❑EXISTING FAILURE 0 SHORELINE trj It DESIGN FORM(REQUIRED) WESEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE O 0.) b1WAIVER(S)(IF APPLICABLE) 4 19.24 Acres 0 I r O DIRECTIONS TO SITE AND SITE CONDITIONS.Tee.locked gate) Take Highway 3.Turn right onto E Pickering Rd. Turn left onto E Harstine Bridge Rd. Turn left onto E South Island Dr. I O Turn left onto E Sunset Hill Rd. Continue straight when road make a 90 degree turn left. #728 is on a yellow sign on the right.Take Y to the right. Gray gate with"728"written on a post follow long driveway down to the home site. Test b I p holes are on the right with a good turnaround area. **Please call Charlie ahead of time at(360)427-7341 so he can install the coded gate lock and/or meet you onsite.** I O 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 ❑MAINTENANCE/PUMPING ❑BUILDING PERMIT ['HOME SALE ['COMPLAINT ❑OTHER: VErt)RMILTt �� ,`, , v -I DO,,,,,4I 49 p( COMMENTS/CONDITIONS Levy", vs tilt obStrvatidrJ 1AUG 212023 \S N c _ 4 1--b 4/16-fir _D(2- -- g ik$6 Lyri‘ fit, re), 0‘14- SOIL CODES: RECORD DRAWING AND INSTALLATION REPORT V=VERY 0=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL. I P TOR SIGNATURE DATE APPLICATION EXPIRATION DATE LI ATION APPROVED/ISSUED BY DATE Ci.,,< 3. ,_ (� �6 0Lc- C_'J f 411 lk T IS AY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12/7/2015 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 2 2 1 2 7 — 4 3 — 0 0 0 0 0 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. v 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: II".1'/ PARCEL IDENTIFICATION Permit Number: SWG 2023-00349 Designer's Name: Arrow Septic Designs, Inc Charles Butros (360)898-2255 Applicant's Name: Designer's Phone Number: 342 SE Nelson Rd171 E Vuecrest Dr Mailing Address: Designer's Address: Shelton WA 98584 Union, WA 98592 City State Zip City State Zip DESIGN PARAMETERS Treatment Device ❑(ilcndon Biofiltcr 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter.Type: NiAerobic Unit Make/Model NuWater BNR-500 0 Disinfection Unit Make%Model Other: Drainfield Type ❑Gravity Fe Pressure of Trench 0 Bed 0 Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 4 Schedule/Class 40 Daily Flow:Operating Capacity 360 gpd Length 45 ft Daily Flow: Design Flow 480 gpd: Diameter 1.25 in Septic Tank Capacity(working) NuWater gal , Number 6 Receiving Soil Type(1-6) 4 Separation 4.5+ ft Receiving Soil Appl. Rate 0.6 gpd/ft2 Orifices Required Primary Area 800 ft2 Total Number of Orifices 54 Designed Primary Area 810 ft2 Diameter 3/16 in Designed Reserve Area 810 ft'- Spacing 60 in Trench/Bed Width 3 ft Manifold Trench/Bed Length 270 ft Schedule/Class 40 Elevation Measurements Length header ft Original Drainfield Area Slope 5 % Diameter 1.25 in New Slope.If Altered 1 % Preferred manifold configuration used? [ Yes 0 No Depth of Excavation tip-slope 8 in Transport Pipe from Original Grade Down slope 6 in Schedule/Class 40 Designed Vertical Separation ® in Length 130 ft Gravelless Chambers Required? 0 Yes o lirOptional Diameter 2 in ' Pump Required? g Yes 0 No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 4 Ditt:in Elevation t3etween Pump& Uppenuust Orifice_15 ft Dose quantity 120 gal Drainfield Squirt Height!Selected Residual(head) 2 it Chamber Capacity(flood) 1,500 oversize(1,200 min) gal Uppermost Orifice lif Higher 0 Lower than Pump Shutoff Pump controls: Please check those required. Capacity is Total Pressure Head 31.86 gpm gTimer C 'Elapse Meter Q'Event Counter Calculated Total Pressure Head 20.88 ft If Timer: Pump on 2 minutes ,Pump off 6 hours Comments P p R Q V E MAY 0 1 1,fl;5 : MASON COUNTY ENVIRONMENTAL HEALT: k of l t JBw t DESIGN FORM—PAGE TWO Assessor's Parcel Number: 2 2 1 2 7 — 4 3 -- 0 0 0 0 0 ' Permit Number: SWG 2023-00349 DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch It Test hole locations g Drainfield orientation and layout Reference depth from original grade: g Soil logs g Trench/bed dimensions and g Septic tank Property lines critical distances within layout Gil Drainfield cover g 56 Existing and proposed wells D-Bos/Valve box locations Reference depth from original grade within 100 ft of property g Septic tank/pump chamber and restrictive strata: g Measurements to cuts.banks.and locations g Laterals, trench/bed,top and surface water and critical areas g Observation port location bottom 121. Location and orientation of Elf Clean-out location fir Curtain drain collector curtain drain and all absorption g Manifold placement 0 Sand augmentation components g Orifice placement Other cross-section detail: g Location and dimension of Lateral placement with distance g Observation ports/clean-outs primary system and reserve area to edge of bed L Other Information FZ1 Buildings g Audible./vis ''`Q.rm referenced Yes No Fif Direction of slope indicator .• g Scale of d�n own on scale d 0 Design staked out Waterlines bar �Q.. •4,,), 0 g Recorded Notices attached l� Roads,easements.driveways, „�•a�'.,, • sti- l� 0 Waiver(s)attached parking �` ;� g 0 Pump curve attached �� u'" 0 l�Evaluation of failure g North arrow and scale drawing .;-• f �1 shown on scale bar hip 5100349 '!) ' PAULA JOY JOHNSON• t Non-residential justification slop,asNIL'iCtN�I= b'`I iv04:.1 ❑ g Waste strength -��s: 1 `'L��` ❑ g Flow ,/ t, DESIGN APPROVAL 4 eppi ned designer must e otifier by i st Ilex at time of installation g Yes 0 No v0 E. -..„, . MAY 0 j --:/,'� , ,. S ignature of Designer Date MISON Tm det1 d has nevi-^` ,r. his design on behalf of Mason County Public Health and determined it to be in compliai w� a1I4 114 ,t •�a n- 'te re ulations:UV c , A/1/t9fX s E ,iro W-al I ealth Specialist Date CAUTION: DESIGN APP OVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped "Kpproved"by Mason County Public Health. ✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: 4•••""/ ic -Q c ✓ 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: 1 2 7/2015 Fes79Ca:/k ..------------------V . N , ,,,,,„„,_0,‘,,,. _,r LI\C- 1 J v>�. 1 ,... \ i.\ \ i,Ox 5.• ( C C7CG`r ,c '1/4-Pe ;� Je �;,� ''k ` V ® © '� \\ Key: T62 N - 8 s r _ kj O Audio-Visual Alarm �b ,in ti� \ i co O Cleanout {' ��r, f • 3 500 Gallon Pre-Trash tank ►t-m4,s{ ��� :v *` O aW 04 NuWater BNR-500 ATLI Tank -� � ` p O 1,500 Gallon Pump Chamber A O Valve Control Box V- II �/.C. t•.f TTL ,-6.. PAULA JOY JOHNSON •y L1CrNSE0 wi'oNK.. . LE--R-ZS 54131 SCALIE: r` = tC)• a = ��S T CL L C= 30 Lo ?c 110 .ate 1 .� ,�:• ..-5 W� -}-A�t1'C 1t 3 PLoT PLAN 51 CHk? - 5 gU ru5 com�a� q;SFAR.S.G.IT1-2ia-1-a3-0000'3 °�'' s `��T�728E 'sa-c 41>� u��, 3PTIRviRo°4 utiE -� , t.‘ bS�-�.t, ,t-+� ,, pc oe.,f s M0 1 2 � 5 �4 (� � � 2 MASON COUNNMENTAC NEA f OvZAv��. S z� J I_- 20� l� It l t &A " JA4^V�� �p� gD�C Ji t ' � `r .'/ . Vr. if . . 10 . i0 L60,.J t.2s L./ Typical Observation. Port Detailed Drainfield Layout sad.: t• - 10. Final Grade i ►r, 0 �p' 20 et1 Z Filter Fabric ,Cover / Fill Origi of Grade 3/a to 2 " 2-,/2 ,.25• Lateral IS(' co (W) 45' Laterals Drain (9) 3/ 16° orifices @ 60' O.C. IRock — 6 �l / I' f Per Lateral. I st . & Last Orifice 36 �[ 2,� 30'� from End of Trench. S\r Restrictive Layer \V"t: l k�LQ Screw-On Cap Drainfield Cross-Section View Vs,"* '"� Not To Seale 45 Degree Elbow • 4i..... Lateral End of Ditch ik` Detail - Clean Out p, ...., 'F Note: Cleanout to be from 0 to 6 inches below ./` Fnished Grade. Mark ends with Rebar. Cleon Out Note: O � Observation Port �r �,� '•.�,.�, To Be 4' PVC Pipe from Bottom of Trench r 1:11 Required at the End of Each Lateral. r To Finished Grade. Removable Cap shall be Gii 5100349 `f} Installed on Observation Port Pipe. Anchor ''•‹ PAULA JOY JOHNSON ` t^ D e s I g n C On Bottom with Glued-On Tee. •�c s *� jGNEa• Arrow: o w /S'�e p t i c • — Minim of (0 Total Required in System. owes 1 *0 0 ii. . 255 MAY 0 1 2025 4, 3 0 11 MASON COUNTY ENVIRONMENTAL HEALTH _1 RW Length Length Orifice # Distance from Distance from Lateral# (In.) (Ft.) Spacing Orifices Feeder Line (In.) Cleanout30 (In.) 1 540 45 60 9 30 9 30 30 60 2 540 45 30 3 540 45 60 9 30 30 4 540 45 60 9 30 9 30 30 45 60 5 540 6 540 45 60 9 30 30 Total Lateral Length 270 154 I GPM = 31.86 Total#Orifices Dynamic Head Calculations 2 ft. Selected residual pressure: Length (Ft.) # Orifices Transport Pipe 130 54 2.26 ft. Feeder Total Lateral Line Length 0.21 ft. Lateral#1 45 2 47 9 Lateral#2 45 7 52 9 0.24 ft. Lateral#3 45 12 57 9 0.26 ft. Lateral#4 45 17 62 9 0.28 ft. Lateral#5 45 22 67 9 0.30 ft. Lateral#6 45 27 72 9 0.33 ft. Total Elevation Lift 15.00 ft. ;-(1). 20.88 ft. Total Dynamic Head i .0 • ,r..1,,,•• .h t;?:.. ,. • •u ' s,00sas 't.sj. YO" P.AULA JOY JOHNSON '.k,. LicrivSt riESIGNFtt'• ++41 } 4 —1-LT A PPROVE .,: MAY 0 1 2025 -=? MASON COUNTY ENVIRONMENTAL HEALT- JBW • Bronze construction available(139 series) l3/i LLy P. • High head version available(145 series) •:k -' • Double shaft seal versions available for added protection on models 140/145. FLOW-Mate For more information,see Technical Data Sheets FM2782,FM2783. In high head dewatering or effluent applications where pumping _ >PE:ro ruEc a t performance is critical, this robust _� moon %va"` family of pumps is known for reliability, •" durability and performance. These _ T i ! i ( N , pumps are especially suited for harsh ,._ , _ environments. Zoeller's cool run design and corrosion-resistant,powder coated111 1 i epoxy finish add up to a long-lasting, , i I trouble free product. I I • ? N+ APPLICATIONS: "s I _ • STEP or onsite applications t'$ • Water transfer _ I • Light commercial dewatering I I Et. �� iSPECIFICATIONS: � I1• 1-1/2"NPT discharge• 1/2 HP through 1 HP M" ppE IN THE USA UgYEAkAJCYItYCiU3CCY?l71 I ? • Available in automatic or nonautomatic f { ! S I f • Model 137,139,140:1/2"(12 mm)spherical solids w capacity with vortex impeller• Model 145:3/4"(19 mm)spherical solids capacity with y :a:f,�..�.:.4 15 vortex impeller 4. p Q�) C7C..--7.4 +51 y� V yW PUMP PERFORMANCE CURVE MODEL 1511521153 Dose-Mate I This is our fastest growing line of effluentis 14-I 45 ,53 pumps.The 150 series is truly aworl<horse ' designed for reliability under extreme1:-1 I conditions in an effluent environment. w s ! 150 series pump curves cover a wide range ` 107 -52 of applications. They are well suited tosr 3.3 applications with low pressure pipe(LPP) 1 • e- 1st ,•,sand enhanced flow STEP systems.Zoeller's < ® jcool run design and corrosion resistant, 0 6_ zG - powder coated epoxy finish, in addition i I ! to the hermetically sealed, oil-filled motor 1s i i and non-clogging vortex impeller add up to 4-1 1G a long-lasting,trouble-free product. s e 1 APPLICATIONS: I I III • STEP or onsite applications MMADEEIIN'THE EUUSA i 1b iC 30 e'0 50 30 73 80 30 100 • Light commercial dewatering ;S;?ISA tL•,!C°IC CI ii1 Milli GALLONS tJTER$ 0 a0 Ei .2 SPECIFICATIONS; 0 160 200 NO 280 320 360• 1-1/2"NPT discharge Pup di- A • 3/10 HP through 1/2 HP ,, • Available in nonautomatic or with a variable level MAY 0 2025 piggyback mechanical switch Y' • 1/2"(12 mm)spherical solids capacity with vortex MASON COUNTY ENVIRONMENTAL HEALTH thermoplastic impeller �®•V For more information,see Technical Data Sheet FM2 784. •v ©All rights reserved. ZOELLER PUMP CO. 1502-778-2731 1800-928-7867 I zoellerpumps.com 9 5of- l1 • -3va NNna3 a SIN S g 699L-L89 (09£) :Xtl3 899L-L89 (09£) :3NONd C' N a a 17098 '6 M'ONf1ON`J 3LlVS L60£XO9'O'd bi yse.ii 00S A9a3 Q r -0Nl JN1133NIJN9 N3 crrsaa5,1,. .l' 6r9 :3iva fyf� I i o M S' i a • Yam_-! �{(( of i 3Li:`dK:2c• : ..33 .„.i xx • er ifigz a3 = c'taicy u3 `a<c Q6S fib_ �e a>OC ids 0-- . t \1 .:. • i IyF b12 f !mot 0 1 o ti • i$ agcK�1.ais u ! • S �. km gE ! c 1 8; C t'V 16}� `R�6 " I I 1 !"o 2S?;.4 , fAY 4• i d.a:i;.,:itil z;-----7 z “i • 1, _____.c., ,T _6,:-.. 1 i!..„ 1,i 144 C .. * P P 14 t) IL . ,,,, MAY i;� � Illy,:W5 - N n �NVIRO NTA �Q' ;.,.,n5 g- S UN �i1� �� r! ` s _$� O � 1�3�ry:.x 1':111 7 �:2�4. �i v � si £ o76 al e v I IoIr r• Y " .`gip 1• i . -a L 1u.s4pr, N � Z jam- �$�� yr�� _ �zSY�� y` 'e g 1 fl I!'_41.vc•. r�• 1 'F .: Cv a 10:145 _ ,, C o Ry 18 `'buE sttt , I`e, d*` - t is I 1 tip,.'.-J 1 =��5. ,t "3 < C p ! Y �t4. . =031 -� � a dz I 3 .Tyc3rq iN.�. O..a it= x�{g, 4¢S% V �< 7 4< � I t; S`r, i: t w � • Yz' k il !e bat.. uf_=x. I ; S $ o a} 159:::ii3o.< 2,- 1 IG Y=� i a. �s<j$ s_ M'. G d <_yC n • its3<_.; 1 a-.,,. .<, y i.'3201( t� �- 1 t-i 111 • z _ • (PC) 1 t I 1 DUAL PORT AERATOR 7, WATERTIGHT -' LID VENT(tyP) RISERS(TYP) r—t r i 1'PVC(TYP) —1 '. ° 1i2"PVC MASTIC 36'MAX ° AIRLINE' 4 \ 1:7 Mil 4'• r Y COUPLING I\I: I &REDUCER 6"• I Y TEE 1'PVC SLUDGE 12' I I RETURN LINE J 2'PVC -1 ( �I i CLARIFIER . II \ DIGESTER CHAMBER TRASH CHAMBER A I OPERATING CAPACITY:421 GALLONS CHAMBER OPERATING CAPACITY:417 GALLONS i FLOOD CAPAC TY:494 GALLONS 160 GALLONS FLOOD CAPACITY:490 GALLONS FLOOD:191 I GAL I 65' S8• Sri 5,4" i ! 53 c l l o a r+ 1'X 1t2' 36' 01 ! o o j TEE o ° o i .1 I . '-'DIFFUSER BARS(2) PARALEL TO TANK WALL 4' } SLUDGE RETURN I SIDE VIEW 1"=1.4 ft STONE-FREE NATIVE SOIL OR COMPACTED SAND OVER STONY SOIL INSTALLATION INSTRUCTIONS 1)Excavate tank hole with vertical walls tc 1 foot larger than tank on all sides. 9'2' 2)If bottom of hole is stony,install 3"of compact sand&level - - - _ - \ out with screed. a)Install tank in center of hole,keeping 1 ft.void space on I 24"RISERS') 124'BLOWER 1 all sides. I 'aous�NG cos I 4)As tank is filling with water,fill in void space with compact N TOP OF Li I granular(sandy)soil free of large dumps of day. i 5)Install rest of system,&affix risers to adapters with ! !I rr '; :3 a$• I I waterproof adhesive. C I 6)Perform watertightness test in field as required by local I i I ��1Y RISER ! jurisdiction. I I I I 7)Upon approval to backfill,carefully IININtivh soils over top of tank. "(TRASH I I DlGE I':Su,RI�ER! 8)Final grade the surface to avoid lin su {J ,o — — — — — — ——j —— water toward tank. gib MAY 0 1 2025 TOP VIEW r-=28rr. "�$,]hr l I 1 ITviell ciD,'' — ,-. ... ;; ::. AER �1C TREATMENT TANK DETAIL FOR 8,:- �� NuWATER BNR-500 TREATMENT UNIT lot& ENVIRO-FLO, INC. REVISED 3/01/12 Wastewater Treatment Technologies 7.,s—T s°:r;;;..: P.O.BOX 321161,Flowood, MS 39232 scare: (877)836-8476 (601)845-4716 fax 1 rr = 1.4 ft. www.enviro-flo.net —1er4I t ! JvWa s By yro 4. : -FtO.Ii1G t Ilammmommumminn..... 11'40, -NI ! '\ 0._,,, ,-,,,, „....., #11.- ' ..- -s...‘'..--s- ' 401..0 07 , cil :4 --!114404 .,,,,,,.."-- (-.) -1 i,l U7r:toSi ,. r-wyr- i NO 1c 4-1: fr I O J 4 41, . I I 4:7,Iv alb 0) Lid '0 i 4 1_s G�40 a r � / 0tt I 1000, Ei./—'2 �i�...., lai --I—) Iti PARTS LIST NuWater NR Assembly Diagram A.DUAL PORT AERATOR M.POLY DIFFUSER BAR(2; B.3J8"RUBBER 90°Wi CLAMPS(2) N.1"PVC(3 117'SECTION) C.3)8"BARBED ADAPTOR X 1I2"NPT(2) O.1"SLIP CAP g""--701 D.1/2'SLIP X 1/2"NPT ADAPTOR P. 1/8"CLEAR PVC HOSE(OPTIONAL 5'; .r STREET X l/2"NPT BUSHING(3) O 112"PVC PIPE(BY INSTALLER) r, r VT 90°ELBOW(3) R.1"PVC PIPE(BY INSTALLER) G.1'X 1'X 1i2"TEE S.T PVC PIPE(BY INSTALLER) [1"...„...C: Ls H.1'90°ELBOW(3) T.118"BARBED ADAPTOR TO 114.'NPT(2) T X 1"BUSHING U.1/2"STREET X 1/4"NPT BUSHING i2) 1 J 2"SANITARY TEE V 112"PVC COUPLER(2) X.1"PVC CROSS W.2"COUPLER(BY INSTALLER; 1"COUPLER(BY INSTALLER) p p R cyv E ..fr.',, is, s Revised 2/25/12 . ,�=I. MAY 0 i 2025 D- II MASON COUNTY ENVIRONMENTAL HE, JBW niummommilm10101.1111111111r - .... • • , • . . . N • l'•3 i Clsi-cv•-& `) /— tp1/4,•,„•..e 0.,14kv":15 4?-7-' §garaVMS MareAla 6.rz-c- t%e'-''‘'`' . .. SECURED Lit)VRTti C3AS TIGHT SEAL e4;213.•t-AS W omen AWNS RISER . Twos=um* SERVICE Fiasteittee , ' .L ruir.• vm.ve• . - t -- • Mat 'S-- RIIIIIIIINIIIIMILI g i ,--- EIMMOBSCV STORAGE I • 1 ANI1 arlicso OH MAIM ALMS,LEM. -6-0 ____—__ VALVE* SOMIAL TIMER Off LEVB.' WORKING VOLUME I --aminoccir Kowa= , 4 . . it 1 MR*OAT ENCLOSED PUMP Ar MOusain SONMENT SMMOUO• -— z.------- .CHI=VAL 1VI* -,.--- semilaDite `"7-•WU .: • - stiONERMSLE • carraillUGAL .. 1PUMP t . INIMAIIIIgg • • alYPICALI •__ • • II:, P PA,P.LE . - --. .II' Septic Tanks must meet standards requirealistbyfW.A4C , ,,; - 246-. 2 l• manufacturer must be on Dept of Health o _ -.: . ) • '•_. Yt41103M5 ,b-- --ilb' • • MA SON CObtoN•T Y EN OR I k J B W . . • 1 . r ORIGNAIJFINIStED GRADE I0P 0 e 0 II O f p 10 0 � o u I/ O I TO OOVVpf NILt 1 • CRA1NFIFLD 0 0p 1 1 I:,0 D 18"M11N3MStFJ DRAIN WIDTH l D O /0 O 0 D o FILTER FABRIC OPTIONAL 10 0 0 1 ►.r..�0 ON SIDES OF GRAVEL b ° 1 6N9L PLASTIC SOdlVi NG( 1�0� SIDE OF GRAVEL t� p� , GRAVEL' p 0 0 O _i 7/8 GRAVEL GRAVEL'IS-IV • EAINROCK MIMSNI ABOVE 4 PEA(RAVEL ETC. F SIRICTIVE LATER I I N �0 000 gib � �i RESTRICTIVE LAYER • ' 4-MINIMUM DIA >,�� Q SLOTTED/PERFORATED - l /C.ORRUGATED PIPE PIPE IN BOTIUM OF TRENCH I I sr MAY 0 1 2025 AUHMASON COUNTY ENVIRONMENTAL HEAPPROVE JBW 1,0 OF 0 • • • CI'tXOL t Septic Doc vs, tic. ,tom ,�."• t). NuWater BNR Pretreatment INSTALLATION & MAINTENANCE 51.0 9 _�;,�� Pressure Distribution Systems �'*.CPAULAfC�S.JOY JOHNSON �-c��Z •f�ib fxP�Es�97�5r '.A 1. Install Laterals with contour of the ground. ck—q-Ls 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. soil smearing must be 5. Install drainfield during dry weather and soil conditions; any g 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 wat ent system edundnt ff from tch not required. draining back into the 8. Install check valve in pump outlet line to prev pump chamber. 6 9. Tee to Tee construction between laterals and manifold with orifices oriented at 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 an anti-siphon valve or a 1/8"hole drilled in the discharge pipe above the pump to prevent siphoning. Ensure anti-siphon hole sprays down/away from tank opening. 20. All transport lines under driveways or parking areas must be encased to prevent crushing. 21. Homeowner is responsible for all property lines and easements. 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. PPROVE : , . MAY0i225 a: MASON COUNTY ENVIRONMENTAL HEALTH k\ ar k.1 Jaw