Loading...
HomeMy WebLinkAboutSWG2026-00167 - SWG Application / Design - 5/27/2026 j I MASON COUNTY 415 N 6TH STREET,SHELT967 WA 98400 • SHELTON:360-427-9670,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: SWG2026-00167 APPLICANT CRANDALL JOAN P Phone: Address: 450 E COUNTRY CLUB DR E UNION, WA 98592-9758 OWNER CRANDALL JOAN P Phone: Address: 450 E COUNTRY CLUB DR E UNION, WA 98592-9758 SEPTIC DESIGNER PAULA JOHNSON* Phone: 360-898-2255 Address: 171 E VUECREST DRIVE UNION, WA 98592 Site Address: 450 E Country Club Dr E Primary Parcel Number: 321046000076 Permit Description: Repair-3BR Nuwater Permit Submitted Date: 05/27/2026 Permit Issued Date: 06/09/2026 Issued By: Jeff Wilmoth Current Permit Fees Paid: $845.00 (additional fees may be required upon installation of system). Permit Expiration Date: 06/09/2027 (based on date of inspection) Permit Conditions: I Approval of this septic permit does not approve the building location. Building location is subject to approval from all applicable departments and regulations. 2 Proposed development subject to zoning requirements and approval by the planning department staff per Mason County Title 17. 3 Permit must be installed by a Mason County Certified Installer unless prior written authorization from Mason County is obtained. 4 Drainfield installation not to exceed designed upslope and downslope depth specified on design form. 5 Installer is responsible for obtaining Mason County installation approval prior to backfill of system components. 6 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to backfill of system components. 7 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. � r OFFICIAL USE ONLY MASON COUNTY DATE RECEIVED: O5/ 7 � C Cl) AMOUNT RECEIVED: RECEIVED BY: Public Health & Human Services 01¢ow 6( o rn r Environmental Health 360-427-9670,eM.400 or 360-275-4467,eM.40D � � 415 N.6th Street-Shelton,WA 98584 V I 1 0 N ON-SITE SEWAGE SYSTEM APPLICATION m m APPLICANT �_J PHONE r Joan Crandall (360) 490-0010 > z It MAILING ADDRESS-STREET,CITY,STATE.ZIP CODE _ /! 450E Country Club Dr E N Union WA 98592 cr z SITE ADDRESS-STREET,CITY,ZIP CODE 0 same iEm N NAME OF DESIGNER PHONE I N Arrow Septic Designs, Inch (360) 898-2255 -< I NAME OF INSTALLER Q mJ PHONE � I O PERMIT TYPE(select one) rt DRINKING WATER SOURCE J RESIDENTIAL OSS COMMUNITY OSS ILUCOMMERCIAL OSS IN�L1;PRIVATE INDIVIDUAL WELL g_A;PRIVATE TWO-PARTY WELL Z TYPE OF WORK(select one) PUBLIC WATER SYSTEM - 51 NEW CONSTRUCTION/UPGRADES RjREPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ❑ TABLE X REPAIR S I O SUBMITTALS ❑ SURFACING SEWAGE Ed EXISTING FAILURE ❑SHORELINE FJDESIGNFORM(REQUIRED) ISEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFTER4/1!2025? O I 37 ac LygWAIVER{S}(IFAPPLICABLE) 3 BR . ❑ YES ❑y NO CI O DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate) Head toward W Alder St and turn (R). Take the 3rd exit at the traffic circle. At the light, take I a slight (R) onto E McReavy Rd and drive out to Union. Turn (R) onto E Manzanita Dr. Turn r I (L) onto E Country Club Dr W. Destination on (R). "450" on mailbox. -SJI -.J 1O1 II SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. OFFICIAL USE ONLY BELOW THIS LINE UPGRADE/FAILURE SOURCE(far reporting purposes) ❑VOLUNTARY ❑MAINTENANCE/PUMPING ❑BUILDING PERMIT ❑HOME SALE ❑COMPLAINT ❑OTHER: INSPECTOR SOIL LOGS COMMENTS/CONDITIONS 3-1 (4 -7 L5 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 FINALAPPROVAL. S CTOR SIGNATURE DATE APPLICATION EXPIRATION DATE AP ' CATION APPROVED!ISSUED BY DATE ' ' LL i1p ___________ 1IS Revised:4/1412O25 FORM MAYBE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE DESIGN FORM—PAGE ONE Assessors Parcel Number: 3 2 1 0 4 - 6 0 - 0 0 0 7 6 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 2PAb view on the g Mason g('Y County Web site.;maximum paper'size: 11"X17" ,T _ tF AAa-^/.r.B.J'r.IIJf'Jl l'_H'..,$'i.r 1,N . "� Permit Number: SWG @LOA(p_()Q�(�'7 Designer's Name: Arrow Septic Designs, Inc Applicant's Name: Joan Crandall Designer's Phone Number: (360)898-2255 450 E Country Club Dr E Designer's Address: 171 E Vuecrest Dr Mailing Address: Union WA 98592 City State Zip Union, WA 98592 City State Zip(t Designers Elmailpy paulaj@hctc.com Treatment Device ❑Glendon ❑ Sand Filter ❑Mound ❑Sand Lined Drainfield ❑Recirculating Filter ATU NuWater BNR-500 O Other Treatment Level(check all that apply): ❑A ❑B El C ❑ELI ❑BL2 1 BL3 11 E El N Drainfield Type ❑Gravity 'Pressure Ct'Trench O Bed ❑Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 3 Schedule/Class 40 Daily Flow:Operating Capacity 270 gpd Length 25 ft Daily Flow:Design Flow 360 gpd Diameter 1.25 in Septic Tank Capacity(working) NuWater BNR-500 gal Number 8 Receiving Soil Type(1-6) 4 Separation 5 ft Receiving Soil Appl.Rate 0.6 gpd/ft2 Orifices Required Primary Area 600 ft2 Total Number of Orifices 40 Designed Primary Area 600 ft2 Diameter 3/16 in Designed Reserve Area 600 ft2 : Spacing 60 in Trench/Bed Width 3 ft Manifold Trench/Bed Length 200 ft Schedule/Class 40 Elevation Measurements Length header ft Original Drainfield Area 2 Slope ' p o PDr te`r 1.25 in New SIope,If Altered 2 o Pre -re 'manif qUration used? RrYes ❑No Depth of Excavation Up-slope 14 ` J IN 0 92026 ;Transport Pipe from Original Grade Down-slop 10 MASQj COUN 1SE �► / lass 40 Designed Vertical Separation 14 in ENTAL HEALTH 160 ft Gravel-based Drainfield Required? O Yes id No Diameter 2 in Pump Required? I 'Yes O No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 4 Diff.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 I 'Higher O Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head 23.60 gpnl rf Timer O B(apse Meter ❑Avent Counter Calculated Total Pressure Head 14.02 ft if Timer: Pump on 2 minutes ,.pump off 6 hours Comments p/ f - iJ1 oLpZ5 01 Revised:4/1.4/2025 DESIGN FORM—PAGE TWO Assessor's Parcel Number:3 2 1 0 4 - 6 0 -- 0 0 0 7 6 Permit Number: SWG z.. ., t:'° :s.es- ,x-3w✓ $,&�ESTGN;i`liJ11r .3�y,I1J�S .+g .: rr s�_?'s. ,.. �f.1 n`:C.Z.,:.a'. ;�.,i.i,.a $v....M.,, Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch !f Test hole locations 6d Drainfield orientation and layout Reference depth from original grade: Ed Soil logs Rf Trench/bed dimensions,and l6 Septic tank 59 Property lines critical distances within layout ' Drainfield cover ❑ Existing and proposed wells l9 D-Box/Valve box locations P P Reference depth from original grade within 100 ft of property GB Septic tank/pump chamber and restrictive strata: ❑ Measurements to cuts,banks,and locations ' Laterals,trench/bed,top and surface water and critical areas if Observation port location bottom ❑ Location and orientation of E9 Clean-out location 0 Curtain drain collector curtain drain and all absorption 9 Manifold placement 0 Sand augmentation components 6th Orifice placement Other cross-section detail: l6 Location and dimension of El Lateral placement with distance El Observation ports/clean-outs primary system and reserve area to edge of bed Buildings Other Information El Audible/visual alarm referenced Yes No l6 Direction of slope indicator l Scale of drawing shown on scale I!1' ❑Design staked out ❑ Waterlines bar ❑ 9 Recorded Notices attached Ed Roads, easements,driveways, El Elevation benchmark and relative 0 El Waiver(s)attached parking elevations of system components 9 O Pump curve attached El North arrow and scale drawing El ❑Evaluation of failure shown on scale bar Non-residential justification 0 [6 Waste strength '•_�► O El Flow '' �,m v`3.:."'s l i` zF.•s-L x - "`x 4 m fi7? - zr}t^Y'. ;: RR r»+�,. xs.'5 r gym..`' :r^ .a Js N ,+ .& frY - The undersigned undersigned designer must be notified by• a e allation El Yes 0 No ri• 570 1r� S,�Z�_ 7� Signatures t1T� folVl :�,�' 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-site b lations: (4 Enviro e t ealth Specialist Date CAUTION: DESIGN APPROVAL 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: (5 ' 2 ✓ 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. Revised:4/14/2025 b�Z 7 oZ�a �a°,•��`£ %, tai . y;; •.•..`.i�� -I — ____ ___- a o �`��� g,ZlZevsm"`po 6 m I I I I I I II I II III , I I I I I I"I LL lanoa sc*• :' 0' 3 i LII / .>..>6.6Z.2US n .z•w.T T `� r 1 :zd o � Q'a o0•oB l o•. 2 I * I m o .Y r =8 °to S S ��11 m yy m N f w i .eZ'2B 21 .B"Y6 ; .r. Co U9 _SB/.EON D I ODOB oTUUI $.2!_1:;? O M..4E.6Z.20r `� I OJV 'c� ' ;yy' O1� nom $ I o�ooS'oc�°N �s. Rra�==S� �ay I�T, m S Im p� f�i fS •yll9 N <� !. a%SBI.EON .O%'Zfi/ I T1 Y.GG'Y51 t Iv a/ IC tD 94 32e 6 4 Q •^ J M-YE,6Z.20 62F1 C .:..7 I M.b£6z.zor� J I o 0 d, a ��\J rLb.s� T / 3�•623B 561V. D��h�� 1° „ ®�1 ¢<Jj1 Y ® .M..bc.62.Z05 I' oo'ssf•� Wp' �J I n'�Js'tJ S vFg Qe �3 ! s°.Es->/r �l v 5 I �� ''•;®m, is tig�a �o _ Siaa r �I UN C ME 6O 62.ZOS PI/ L3s�� ?_b.e s Q / IJ� �d QJ I E T b 3 a w o o o o ry n g lb® tv 9655/ �� ` 84 / _ < O • S M-bE.62.ZOr IA6 � r �\ \ 1pt M BF• `Sl^I 'I O 'T 6 I is = > 'Era s h .t,� ( QQ/ f" R nom 7 m � N •': / ' .2 E'Is/ l• p+/" �/ 22 L0J 1 /o .mC . a mom L M.bE.6Z.ZOr E' L3 /E• -° y-'-`Ze°' g a n u'�' " I I . I t I I I I I I SS,_ � o .e81Y1 •y C' O" Vi /- O o �. o • I 3aop� eY ' . , oC'M � aO� "l.yy. ® _V s%° P�-oo, 7�� C� J` ,y •S.s�,JJ I � � EZ B Q p _, • g 5 I �l'• .7n•. 4�. a°XB%[?Y/` i•. iR'j,� o N N .�P 0�p0p q`. l Oa '� t`n O;~ .�N40<9 fi o•n+3��p0 .,c'm 6, o,�y"..\J /i �i r o S Ff.n o 0 0 I �� e^ m,��,•. .�Ay ��"��d 1 / /�./ (`,�\'I _ti m e r m ci__�__^t��r r ^f °o / ?4ryO�/ �fF�s��o�yyy i1 NNM 9acq���c�El��mrEiAsl�mlir�l vpf/60 Wd �ZL 1 toRI Kee,• \ ` \ 1 Audio-Visual Alarm 1 ` ` O Cleanout ONuWaterBNR-500 ATU Tank 1 \ 4 1,000 Gallon Pump Chamber• p \• • OS Valve Control Box \ \ \ C ) �� D� Co r��ot waay t `r 1 �� ` �•� PAULA JOY JOHNSON I • • . LtChdLb Si�iv� � L • s-- __ 1 t I • 33` � -- [ -.*3 : o- zj2ct• I • G-S L obts to` t'• / j4r• Z Z„ 3 ( ) 3'X Z:5 .iF = 2-COLF L:r / \ So.G. (�vr�.�.S � Zs` • S _ 1 ' Z L 4 SsL 'f" t`� Zo 3o Zf O •. 'Note to installer`X .� N 0 9 2026 Sleeve waterline when within WON COUNTY ENVIRONMENTAL HEALTH ______ of septic transport line. Maintain • SC3 'J 4' et 32,L0L 41O r oo07(0 10' minimum between water line and septic tanks/drainfield. DSO C. C�v.•n 3 apc� \ ==;LJ;Iy j 27 -' Z5 ce ,t She.. 251 Z�j O 6 S l� IS 20 _____ I .. - __________ 1' 4 .. - . Note: (Trench with Infiltrator Layout) Fr n • O=Observation Port—to be 4"solid { O 2�12; i z; J4 ' 4 PVC pipe from top of infiltrator to finished (1G . CL c grade. A removable cap shall be installed on observation port pipe. Screw observation port into infiltrators so they can't be removed. i Minimum of 8 in system. 3(c Laterals are to be centered in trenches. 14'x4 :. ._- C; --SCREW ON CAP 45 DEGREE ELBOW OR LATERAL SWEEPING 9U t ;; DITCFL, � DETAIL $ CLEAN OUT EN�A�HEA��H .C' •.� soN�o�N�v E���RONM MP '}) NOTE, CLEANOUT TO BE FROM 0 TO 6 ,�. INCHES BELOW FINISHED GRADE.� 4 MARK ENDS WITH REBAR. .CLEAN OUT � REQUIRED AT END OF EACH LATERAL. ! ,L.&., }r r) yj 5100349 1'i0�.' PAULA JOY JOHNSON ' 25'Trench/Bed-End Manifold(300") Orifices 60"O.C.(5 Orifices) °X U9/151 30"from Manifold 24"from Elbow 4 9 Elbow 6"from End of Trench/Bed Length Length Orifice # Distance from Distance from Lateral# (In.) (Ft.) Spacing Orifices Feeder Line(In.) Cleanout(In.) 1 300 25 s s 60 5 'a 30 30 2 300 s` 25 60 ,''5=.- 30 30 3 300 :'25 f ` 60 k 5 ,'+', 30 30 4 300 25 60 ;,.r5 30 30 5 300 `2$.,.:.:' 60 ="5 , ' 30 30 6 300 25k: 60 5 'n 30 30 7 300 c25Y 605 .1; 30 30 8 300 :25 60 ;`5 30 30 Total Lateral Length 200 Total#Orifices 40 I GPM= 23.6 Dynamic Head Calculations Selected residual pressure: 2 ft. Length(Ft.) #Orifices Transport Pipe 160 • 40 1.60 ft. Feeder Total Lateral Line Length Lateral#1 25 2'= 27 5 0.04 ft O Lateral#2 25 f7 - 32 5 0.05 p Lateral#3 25 12. 37 5 0.06 >- V -A Lateral#4 25 17; 42 5 0.06 JUpI Lateral#5 25 2 27 5 0.04 A ►tl ® ®�,� f' Lateral#6 25 7 ,s 32 5 0.05 ON COUNTY ENVI Lateral#7 25 12 �; 37 5 0.06 ft. R�NMENTAL NEgLTH Lateral#8 25 z< 17; 42 5 0.06 ft. Ja - Total Elevation Lift. ._ ; 10.01),,:-• :-=t ft. Total Dynamic Head SECURED L1D WITH GAS nGT SSµ 14.02 fHREADED UNI T 24'OIA11ETER ACCES RISER SERVICE VALVE� FiiIISII GRAM — t - _.TO ORdJNFIELD FROM 8EPTIC STOKE ANTI SIPHON VALVE• HIGH WATER ALARM REVEL NORIM?AI- OFF LEVEL iNA VOLUME - FORMOl ImNo FLOAT dN 8==* NCLOSED PUMP CHECK VALVE• way I`r. S�iMEir7SLL-. ( - • . •._ 1 � ---- PUMP •• 5100349 'r ' Pf1rMP PAULA JOY JOHNSON sii �Si�t�l=R" . is AS NEEDED WAC cha ter 246-272C and Septic Tanks mu`s�meet standards rea th li�of registered sewage tanks- FIGIURE.2:. manufacturer must be on Dept of Heal �p4Snf65 - • Bronze construction available(139 series) High head version available(145 series) Double shaft seat versions available for added protection Flow Flow—Mate on models 140/145. —Mate more information,see Technical Data Sheets FM2782,FM2783. In high head dewatering or effluent applications where pumping performance is critical, this robust s PUMP PERFORMANCE CURVE MODEL 1371140'145 family of pumps is known for reliability, 15 durability and performance. These pumps are especially suited for harsh environments.Zoeller's cool run design x F '° `° --- and corrosion-resistant,powder coated e epoxy finish add up to a long-lasting, u trouble-free product. APPLICATIONS: • STEP or onsite applications " a I ii ii ii • Water transfer • Light commercial dewatering - n e a SPECIFICATIONS: 't.o4 E " • 1-1/2"NPT discharge �; t • 1/2 HP through 1 HP MADE IN THE USA " • Available in automatic or nonautomatic USUIGAIiAJORIIYOFUSCOMTERT , 5 ,a to • Model 137,139,140:1/2"(12 mm)spherical solids capacity with vortex impeller s '° m a so a 50 w °° '°° • Model 145:3/4"(19 mm)spherical solids capacity with E E�o o ,e =a >m vortex impeller RONGERaVrE 152656 s ✓ � � N PUMP PERFORMANCE CURVE Dose-Mate so MODEL 151/152/153 This is our fastest growing Line of effluent 14- a5 153 pumps.The 150 series istrulya workhorse designed for reliability under extreme 12 conditions in an effluent environment. 150 series pump curves cover a wide range = 10 35 152 of applications. They are well suited to 30 applications with Low pressure pipe(LPP) - } 8 151 and enhanced flow STEP systems.Zoeller's a 25 cool run design and corrosion-resistant, powder coated epoxy finish, in addition I- 6- 20 to the hermetically sealed, oil-filled motor 15 and non-clogging vortex impeller add up to 4 a long-lasting,trouble-free product. 10 2 APPLICATIONS: 5 • STEP or onsite applications o MADE IN THE USA 10 20 30 40 50 60 70 80 90 100 Light commercial dewatering USIU6AMPJUR111OFUSC0I15T GALLONS SPECIFICATIONS: LITERS 0 4b 80 120 160 200 240 280 320 360 FL PE N fo1 5 e • 1-1/2"NPT discharge ®P``�p © V Ml„ k • 3/10 HP through 1/2 HP � ,; • Available in nonautomatic or with a variable level ' J r :. UG piggyback mechanical switch �ZU �. 9 � N4�rP • 1/2"(12 mm)spherical solids capacity with vortex MASON COUNTY ENVIRONMENTAL HEALTH thermoplastic impeller For more information,see Technical Data Sheet FM2784. J ©All rights reserved. ZOELLER PUMP CO. 1502-778-2731 1800-928-7867 I zoetterpumps.com 9 6e� 9 WATERTIGHT LID VENT(typ) DUAL PORT AERATOR RISERS(TYP) 36'MAX. 1"PVC(fYP) 0 1l2°PVC MASTIC AIRLINE 2"COUPLING ; &REDUCER 6° ( ( 2"TEE I RETURN LINE E ! ! 12° EI i i TRASH CHAMBER DIGESTER CHAMBER CLARIFIER I ' OPERATING CAPACITY:417 GALLONS i OPERATING CAPACITY:421 GALLONS CHAMBER FLOOD CAPACITY:490 GALLONS FLOOD CAPACITY: GALLONS 160 GALLONS FLOOD:191 GAL. I i ' rc 1°x111• 0 � � ° TEE jJUN09 202 � ° ° DIFFUSER BARS(2) 12" jMASON COUNTY ENVIRONMENTAL HEAT o PARALELTOTANK WALL -1 SLUDGE RETURN / 1.5 TAPER SIDE VIEW J'= .4R 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 out with screed. - ---- --- ---3)Install tank in center of hole,keeping 1 ftvoid space on P 1 1 all sides. I 24°RISERS(RYP) 24S LOWER 4)As tank is filling with water,fill in void space with compact I I SING CAS granular(sandy)soil free of large clumps of clay. 1 !I N TOP OFL! 5)Install rest of system,&affix risers to adapters with waterproof adhesive. i !! I 6)Perform waterti htness test in field as 4''$° by ! II !! I jurisdiction, g required local 1 II I 7)Upon approval to backfill,carefully backfill with native I I i 12°RISER soils over top of tank. I TRASH CHAArBER !I DIGESTER !I cL4RIF1FR! 8)Final grade the surface to avoid chanelling surface water toward tank L-------=L-------- L --J TOP VIEW Y28R AEROBIC TREATMENT TANK DETAIL FOR Nu WA TER BNR-5®0 TREATMENT UNIT ENVIRO-FLO, INC. 3/09/92 Wastewater Treatment Technologies P.O.BOX 321161,Flowood,MS 39232 SCALE — (877)836-8476 (601)845-4716 fax 1" 1.4 ft www.enviro-flo.net — ' Ly. 1S6y�rsGcra3 Trcaoi4rs-cmva3'SYa�'+'s gld Srv�nEco�t,o;tr�c J r � • J J J J J PARTS UST NuWater NR Assembly Diagram A.DUAL PO AERATOR M.'POLY DIFFUSER SAR(2) 3,:3J8"RUBBER.90 WJ CLAMPS(2) N.1"PVC(3: 2"SiECTION) C.:*8"BARBED ADAPTOR X 1 fT.NPT(2) O.1SUP CAP. 0.112"SUP:X•1J2"NPT ADAPTOR P:1J8"CLEARAVC.HOSE(OPTIONL 5� F--l-SIREEE X:1 PF WPT BUSHING,(3) Q;112t°'FVC'PIPE(BY INSTALLER) F,1'/2'90'ELBOW(3) R.'Y'PVC PIPE(BY INSTALLER) G.1"X 1"X 112"TEE. S.2"PVC PIPE(BY.INSTALLER) H.190 ELBOW(S) T.1(8"BARBED ADAPTORTO 114"'NPT(2). 4.2°Xi"BLtSHING U:1/"'STREET X VS"NPT BUSHING(2) J.2"SANITARY TEE V.112'PVC COUPLER(2) I(..V PVC CROSS W.2'COUPLER.(BY INSTALLER) L.t"CbIJPLER.(6Y:INSTALLER) Revised 2/25/12 a ww Septic )es , 3nc. I•'x;401 WABy-. fiy\r NuWater BNR Pretreatment INSTALLATION &MAINTENANCE ��' t' Pressure Distribution Systems y0� PAULA JOY3JOHNSON � LiEl4 b 1. Install Laterals with contour of the ground. 2. Install trench bottoms level. S_ _2w 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 fmal 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. Waterlines must be a minimum of 10' to any tank or drainfield(a reduction to 5' may be obtained with a State waiver on lots that meet minimum lot size). Encase all water lines within 10' of septic transport lines 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 or tanks. 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.