Loading...
HomeMy WebLinkAboutSWG2022-00277 - SWG Application / Design - 5/10/2022 415 N 6TH STREET,SHELTON,WA 98584 MASON COUNTY SHELTON:360 427-9670,EXT 400 r COMMUNITY SERVICES BELFAIR:360-275 4467,EXT 400 ELMA:360-482-5269,EXT 400 BuildingPlanning,Environmental Health,Community Health FAX:360-427-7787 On-Site Sewage System Permit: SWG2022-00277 APPLICANT ROSWALL JOEL Phone: 1.425.890.6865 Address: 2038 BEVERLY BEACH DR NW OLYMPIA, WA 98502 OWNER ROSWALL JOEL Phone: 1.425.890.6865 Address: 2038 BEVERLY BEACH DR NW OLYMPIA, WA 98502 SEPTIC DESIGNER PAULA JOHNSON -Arrow Septic Phone: 360-898-2255 Designs Address: 171 E VUECREST DRIVE UNION, WA 98592 Site Address: UNKNOWN Primary Parcel Number: 220185000225 Permit Description: New three bdrm- Nuwater shallow pressure trench Permit Submitted Date: 05/10/2022 Permit Issued Date: 05/26/2022 0 Issued By: Luke Cencula Current Permit Fees Paid: $500.00 (additional fees may be required upon installation of system). Permit Expiration Date: 05/13/2025 (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. 0 6 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for final installation approval. 7 Horizontal setbacks per WAC246-272A-0210 must be maintained, unless prior approval is obtained 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: www.co.mason.wa.us/health/environmental/onsiteloss-inspection-request.php or call: 360-427-9670, extension 400. OFFICIAL USE ONLY DATE RECEIVED: y —t. 0 r 1. -"` v MASON COUNTY J COMMUNITY SERVICES AM RECEIVE CO• Ci) Ifilf °��v ! o m < CO • Public Heakh(Community Health/Env ronmental Health; —���� (p ,1N.bthSo.<R.�oon.WA9584,.<� SWG 13 2— `2 o 415 N.6[h Street-Shelton.WA%S84 0 x Z csi ON-SITE SEWAGE SYSTEM APPLICATION m• n m Joel Roswall (425)890-6865 z MAILING ADDRESS-STREET,CITY:STATE.ZIP CODE H 2038 Beverly Beach Dr NW Olympia WA 98502-3428 2 Cr Xl SITE ADDRESS-STREET.CITY,ZIP CODE 170E Agate Dr Shelton WA 98584 nc I ^' NAME OF DESIGNER PHONE CD I N Arrow Septic Designs (360)898-2255 NAME OF INSTALLER PHONE CD ✓ 1 0) I --1 PERMIT TYPE(select one) DRINKING WATER SOURCE O fifi RESIDENTIAL OSS ECOMMUNITY OSS ECOMMERCIAL OSS E.PRIVATE INDIVIDUAL WELL i-LL PRIVATE TWO-PARTY WELL Zco TYPE OF WORK(select one) l PUBLIC WATER SYSTEM q� fl CC gf NEW CONSTRUCTION/UPGRADES REPAIR/REPLACEMENT OTHER DETAILS(select ad that apply) 0 TABLE IX REPAIR 01 SUBMITTALS 0 SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE IZDESIGN FORM(REQUIRED) SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE W 0 r,�'�,IWAIVER(S)(IF APPLICABLE) 3 BR .31 acres 0 I• t DIRECTIONS TO SITE AND SITE CONDITIONS(e= larked gate) Go out Hwy 3 and turn (R) onto E Agate Rd. Turn left to stay on E Agate Rd. Turn left onto I cp E Timberlake Dr. Take the 1st right onto E Lakeshore Dr W. Take the 1st left onto E Agate r• N Dr. Destination on (R). Yellow sign: "Roswall" -( NI ►v N SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. 01 OFFICIAL USE ONLY BELOW THIS LINE - UPGRADE(FAILURE SOURCE(for reporunq purposes) 0 VOLUNTARY 0 MAINTENANCE/PUMPING ❑BUILDING PERMIT 0 HOME SALE 0 COMPLAINT ❑OTHER INSPECTOR SOIL LOGS I COMMENTS(CONDITIONS CD U " Y(. G L N1>c5 , resa'rS � I�JIS � U 1� }I MAY 11 Z022 i 6 O - (n51- -e, (-1./o , ,-c�fiS U (.9(.5, .4.-144...,,, •, .. C2Th By ____W 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 FINAL APPROVAL. INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED,ISSUED BY DATE 6j4fet--1 e.. --- 51)4>or)- r1 13 , 9.0>5 C..2._ S f 647�Y� FORM MAY BE SCANNED AND AVAILABLE FOR PUBLI IEW ON THE MASON COUNTY WEBSIT REVISED 12/7r2015 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 2 2 0 1 8 — 5 0 — 0 0 2 2 5 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: I I"X 17" -- f� I w�,.i4�� u'e�?. ` ,.<u r, i i . l.IDENWffi : ON..' , . Arrow Septic Designs Permit Number: SWG 9077.- 002 11 Designer's Name: Joel Roswall (360)898-2255 Applicant's Name: Designer's Phone Number: 2038 Beverl Beach Dr NW 171 E Vuecrest Dr Mailing Address: y Designer's Address: WA 98502 Union WA 98592 Olympia CityState Zip.. �Zip . �- _ . �ry�yr, City State ,.. ` ' Treatment Device ❑Glendon Bio r"a 0`S id Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter,Type:500Ga1 Pre-Trash Tank [Aerobic Unit Make/Model NuWater BNR-500 ❑ Disinfection Unit Make/Model Other: Drainfield Type ❑Sub Surface Drip ❑Gravity Pressure 4Trench 0 Bed lifSeptic Tank/Drainfield Specifications Laterals Number of Bedrooms 3 Schedule/Class 40 Daily Flow:Operating Capacity 270 gpd Length 50 ft Daily Flow:Design Flow 360 gpd Diameter 1.25 in NuWater BNR-500 gal Number 4 Septic Tank Capacity Receiving Soil Type(1-6) 4 Separation 5 ft Receiving Soil Appl.Rate 0.6 gpd/ft2 z 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 Slope 2 % Diameter 1.25 in New Slope,If Altered 2 o Preferred manifold configuration used? 0 Yes 0 No Depth of Excavation Up-slope 12 to Transport Pipe from Original Grade Down slope 11 in Schedule/Class 40 Designed Vertical Separation 3+ in Length 100 ft Gravelless Chambers Required? 0 Yes 0 No tif Optional Diameter 2 in Pump Required? lif Yes 0 No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 4 Difference in Elevation Between Pump Shutoff and Uppermost90 gal Dose quantity 1900 gal Orifice Chamber Capacity Uppermost Orifice 66 Higher 0 Lower than Pump Shutoff Pump controls:Please check those required. Event Counter Capacity @ Total Pressure Head 23.6 gpm Timer [Elapse Meter lif 2 min 6 hours Calculated Total Pressure Head 14.31 ft If Timer: Pump ,Pump off Comments ROV ` MAY 2 6 2022 L IA50N COUNTY ENVIRONMENTA�H��. LYG DESIGN FORM—PAGE TWO Assessor's Parcel Number:2 2 0 1 8 — 5 0 -- 0 0 2 2 5 Permit Number: SWG 77"y- 00771 DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch f4 Test hole locations g Drainfield orientation and layout Reference depth from original grade: EZI Soil logs g Trench/bed dimensions and i Septic tank 6d Property lines critical distances within layout PI Drainfield cover g Existing and proposed wells D-Box/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 Cif Laterals,trench/bed,top and surface water and critical areas Ig Observation port location bottom 6I Location and orientation of 6d Clean-out location 0 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 IZI Buildings Other Information g Audible/visual referenced Yes No Direction of slope indicator g Scale of draw' s n on scale i f 0 Design staked out 0 Waterlines bar � 0 g Recorded Notices attached Roads,easements,driveways, 4f ❑ g Waiver(s)attached parking . o, w.,.l 'stt3. `k l� 0 Pump curve attached " �` 0 g Evaluation of failure g North arrow and scale drawing ..y , v �' , ..u,�,�; shown on scale bar •`�� /ram 5100349 ":��.f' Non-residential justification r,.4t PAVLA JOY JOHNSON '.r'i 0 l Waste strength l► NS)_ti 151:SiGt4gff_ ❑ g Flow DESIGN APPROVAL The undersigned designer must be p ed b ins ller at time of installation g Yes 0 No 5-5- Z2- Signature o 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-site regulations: nvironmental Health Date Specialist t p ae 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: /"+. 13 t ')OY5 ✓ Drainfield site conditions have not been altered to adversely affect conditions of de•.Li 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 not Flo( Q = Tts+ ItoIr io? l goS well (N2c)" SL + roofs fo f-1ZQ Ky: Pall ce f 220I$"50'00Z 25 3$1'"' 32" 5 L + roois +-0 1-i ZG O Audio-Visual Alarm 170E q* Dr 9 3 w 27" SL +rooffs +Q H2O O Cleanout SC o,I? : I •'= 2d 0 500 Gallon Pre-Trash tank c f° ° 30 90 ('—r) 3'x 5 G' ?r; Ym a Y 9 0 NuWater BNR-500 ATU Tank 6 c01 i h I I iS O 1,000 Gallon Pump Chamber ��. cy �h Gj' 0.G . W t i-h re Se Y v e O Valve Control Box o1 WAR I.v).. • ?„.`^t% b{ 10 w. YE\`' ` V' 1_ b. ' 5100349 ;Z� Y0=' PAULA JOY JOHNSON \1\ � Lfax5l=b;dESioRr i• — C To f te n P1- EXPIRES /1 / (3 30. �ry /� , , , • , , , ., / p 000 0 0 o r/ Q W. N c Pror6Sfd 5 N w I 0. M k 20' --- Prvr oSfd Dr; VQ i w � y Fro°oSe t - wa-kr _ /y$.3$' * ,, . . MAY 2 6 2022 t" ENVIRONM ttE mt- IASON COUNTY LYE btu �.-,- -ts).. I 0 O U, • Q l � c 1-- ay.... v.0". ;P.,', kiewuruiff- 71.2.v. L....4,44-0._ Iv 7 --1-' , ,,,,,AuDeo-,A- it 05 `V`9CQ/�-rC�e.ts 1 .2.S K -1,1 Cam+ __D i -r- _ 4 yyyyyy''''''''''' 4_4CALL. S CALL :.t t =1 O #• ';1 WA. •�Ai _ • Y� PAULA JOY JOHNSON ,,,4..., LiafkMtiUSiGNER-' �� O�SQcv°'3i-°'� ? e.er i 2. i --A D.A.r.A6L-..c ----r* mr Mew v 16.1 • , (.. Cam-- r.2s L MAY 2 6 2022 c`.\ i • t le ENVIRO*1°1 LN MASON COUNTY ?jfo cs it LYC -SCREW ON CAP S Cs''4A- ..1 — I. -f, © t ` a 4 5 DEGREE ELBOWo,.� � is -Scene' f�a�g - TERAI+ Lor- ffivD OF Not= (Typical Treat* DI 0 al Observation Post t—t to o be 4"perforated Li DETAIL PVC pipe firm bottom o�teen&to finished CLEAN OUT grade. A movable II be msta8ed an • observation pat pips. Ghee'I"as bottom NOTE CLEANOUT TO BE PROM 0 TO 6 so pipe can't be removed. INCHES BELOW FINISHED GRADE. Mntimam of4 in system.at end each trend. MARK ENDS WITH REBAR. CLEAN OUT Lamb are to be mould in necks. REQUIRED AT END OF EACH LATERAL• Sop Length Length Orifice # Distance from Distance from Lateral# (In.) (Ft.) Spacing Orifices Feeder Line (In.) Cleanout (In.) 1 600 50 60 10 30 30 2 600 50 60 10 30 30 3 600 50 60 10 30 30 4 600 50 60 10 30 30 Total Lateral Length 200 I Total#Orifices 40 I GPM = 23.6 Dynamic Head Calculations Selected residual pressure: 2 ft. Length (Ft.) #Orifices Transport Pipe 100 40 1.00 ft. Feeder Total Lateral Line Length Lateral#1 50 2 52 10 0.29 ft. Lateral#2 50 7 57 10 0.31 ft. Lateral#3 50 12 62 10 0.34 ft. Lateral#4 50 17 kb- 0.37 ft. iii Total Elevation Liftf' V Lim) 10.00 ft. h1M 2 6 2022 Total Dynamic Head `-, 14.31 ft. ' �c�t�1RUNMENSP�N� SECURED UO WITH GAS TIGHT SEAL THREADED UNION 24 DIAMETER . ACCESS RISER t SERVICE FINISH GRADE VALVE` ��— _ • r �--.--�To ORAiNFIEL D FROM SEPTIC / . • TANK — I EMERGENCY STORAGE I ANTI SIPHON — • HIGH WATER ALARM LEVEL I VALVE.4.-- INOEPENDEk NORM Tt F LEVEL WORKING VOLUME t FLOATS FLOAT eil �'/ ''' '� -' _ MOMOUNTING1. ENCLOSED PUMP �c i = — CHECK VALVE• SEDIMENT SHROUD• — s r • _.__ _.rc_ SUBMERSIBLE Dii. H,,�Z�5h ... i, ViN; SEDIMENTS i (rz fll 11 SUBMERSIBLE • POW r-(ram•. 5t00340 i . OftCHAMBER '"'� PAULA JOY JOHNSON% rl\ r++ LiCEfJSti'tSESiGivR fTYPICALt `cs:1),.,6 ,AS NEEDED Septic Tanks must meet standards required by WAC chapter 24 2 and FIGURE 2 • manufacturer must be on Dept of Health list of registeredsewage 4 40 . Pain 35 of 65 7 ( 151, 15.-` Flow-Mate - -Mate a>' er�ulaaletk In high head dewatering or effluent This is our fastest growing line of effluent .. applications where pumping a pumps.The 1 50 series is truly a workhorse 4 performance is critical, this robust - designed for reliability under extreme family of pumps is known for reliability, conditions in an effluent environment.1 50 durability and performance. These series pump curves cover a wide range pumps are especially suited for harsh ef of applications. They are well suited to environments.Zoeller's cool run design •- applications with low pressure pipe (LPP) and corrosion-resistant,powder coated i` 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 H the hermetically sealed,oil-filled motorand Z non-clogging vortex impeller add up to a $ W / - long-lasting,trouble-free product._ � , MADE r.T2E MADE I i , U. W Cl-,. APPLICATIONS: APPLICATIONS: ge • STEP or onsite applications • STEP or onsite applications • Water transfer • Light commercial dewatering N • 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. w PUMP PERFO:k ANCE CURVE LL i EI PUMP PERFORMANCE CURVE MODE1110152/153 MODEL 137/140/145 50 n y '■■■■■■■■■ j1, io 14- 45 153 :° a ,......... 7 I .,.......` . 12- 40 e .,....®ring 2 c' 35 ■.,,....... N��w. ct 10- 152 \���� � �i►71 ENYP� ? a 30 — 151 ..,,�...e.. c 25 i': K ■..`...... g_ 20 .......%***NN\ P s ....,1,.... 4- 15 ■'''..,... t0 v .....��,`.. 2 .....1,.',. 0 ■........® GALLONS 10 20 30 40 50 50 70 80 90 100 LITERS 0 d0 80 120 160 200 240 280 320 360 vaina .75s° 10 s . >c ,52656 FLOW PER MINUTE a'<sca 8 ©All rights reserved. ZOELLER PUMP CO. 1502-778-2731 1800-928-7867 I zoellerpumps.com 1 • LS1rT311d NMk213°JVH I SIN ::ivoS 699L-L89 i09E) :XV3 899L-L89 (09C) 3N0Hd ,:t (y Za Q 40996 VM'aN11O0 3111V9 L60E XO8'O'd 11S2al 009 :As a313t113Q , y :.�._ v.� 1 LIIE�,g :�dO ON[ JN1 �3NION� >[� \e' 1"41.'.,„ 2* ! 2'0.5 ;.,.. .00:z XK S .. 5}"> . 3oa` V h t `^J � • e2 u r� p 3 . i ,i, iteANI,Hula.4 1 <% j .n00 i.4 c ! r h, 1 i .�� 1 i yyG ( . ill yatql t J *; i ; fi r Oct --xoa7 7 1 ! 7 G S..112. . il 2 a Ea's ,v cScg APglol- I— )r Pit -4 7—lial 1! APPROVED • _ 1 it a g MAY 2 6 2022 -sp. a Y t K " 4^SO ' " ' , iYu V „ ..Zv v el jet IN • � x p ` . `- ` ` is N / %n!ay� I i •ylogj i� oZ �;; 4 a � Z .,,�a<qs N. '�` "�i _ Op i :. S I y>�' 4 i `z's?�n., ..�=..L eiYj�N3 .� .� fa, "' C xSo I r �. 1t41.$• E'7 'Sa Si4ls i L�k� C<r• �` ..-. I `- � c � - Yd ''r2rs,..�Qs� z 'j- ,uft.: p: sS1-,Qc% ---- 9'-2' DUAL PORT AERATOR— WATERTIGHT —.` LID VENT(typ) • RISERS('YP) --, r 1'PVC(TYP) -N, I•7-171 ': 1!2'PVCII MASTIC 35 MAX. C / AIRLINE 1- -I �` 2'COUPLING 5 i &REDUCER IN 2'TEE I PVC SLUDGE I- ,.... .101111..11O —1?..1-...g__,,r_r_s ,,_ • , j `� R 12• RETURN LINE 2•PVC I -- III s I TRASH CHAMBER DIGESTER CHAMBER I OPERATING CAPACITY:421 GALLONS CLARIFIER CHAMBER OPERATING CAPACITY:417 GALLONS FLOOD CAPACITY:494 GALLONS 150 GALLONS I FLOOD CAPACITY 490 GALLONS FLOOD:191 GAL.: St./. _ .i,.,1,, 1,r,,,,,,z,.., riot_s 0 0 0 I 1'X 112' ' o 0 o TEE 1 o MAY 2 6 2022 0,Al, • \ EMS°''MEN�P j 12• 1 • h GOu LIC DIFFUSER BARS(2) PARALEL TO TANK WALL 4• i \ \ \ • 3. 'c SLUDGE RETURN \// 1 S'TAPER SIDE VIEW =1.4 ft STONE-FREE NATIVE SOIL OR COMPACTED SAND OVER STONY SOIL INSTALLATION INSTRUCTIONS 1)Excavate tank hole with vertical walls tc 1 foot larger than tank on all sides. 9-2 -ter 2)If bottom of hole is stony,install 3"of compact sand&level — — _ __ _ \ out with screed. — —-? 3)Install tank in center of hole,keeping 1 ft.void space on 24"BLOWER all sides. 24'RISERS('t'1'P) 2OUSIN 4-SLG CAS 4)As tank is filling with water,fill in void space with compact ! I N TOP OF L! granular(sandy)soil free cf large dumps of day. ( ;I 5)Install rest of system,&affix risers to adapters with I I I waterproof adhesive. I \ 4,$. I I 6)Perform waterdghtness test in field as required by local I jurisdiction. I I I 12 RISERI' 7)Upon approval to backfill,carefully backfill with native I ASH CHAMBER I I DIGESTER I IC awl soils over top of tank. 8)Final grade the surface to avoid chanelling surface L -L _-_ - - - -- - -_I L-- c water toward tank. TOP VIEW .-=28ft. AEROBIC TREATMENT TANK DETAIL FOR NuWATER BNR-500 TREATMENT UNIT iiiiii it It`s ENVIRO-FLO, INC. REVISED' Wastewater Treatment Technologies 3/01/12 0 ° MS 39232 -<n,,, ;� .; P.O. BOX 321161, Flowood, scale: �rr = 1. ,f f+. (877)836-8476 (601)845 4716 fax `t I L ,... www.enviro-fl o.net • ;"..'N.'''''\ 4..s.. _ .-- _... .Aci,..,,i..„)„...,„,,,.r.,.,..„,,,,.....„.. ....k.,.....„.._,t..ir... • • .r ,.............. .... „. r.-, .,, o I 1 �,..._,. 44.1 .0...,„. .. .J . 1. 47 .. i I 0 .%ottil I I., . t Yr0 1 leJ'pp.., .- A 4 I I lb '! i �. Il13-i ;" r I f. O ` v tor We. .7'.® 7 13 ft sir-C"2n a 14 ! 4.) 7) to---- i Nit 'CtL 41, ® '- MAY26Z0 % fb.' EMIR° h'' `4� �� �r�SON COU EN [I-1 t 10111/ gib /�j� e .. I PARTS LIST NuWater NR Assembly Diagram j M.POLY DIFFUSER BAR(2) (' A.DUAL PORT AERATOR B.3/8"RUBBER 90°W CLAMPS(2) N.1"PVC(3 1,2"SECTION) • C.3/8"BARBED ADAPTOR X 1/2"NPT(2; O.1"SLIP CAP 01 D.117 SUP X 112"NPT ADAPTOR P.1./8'CLEAR PVC HOSE(OPTIONAL 5'; O a 1"STREET X 112"NPT BUSHING(3) 0 1/2''PVC PIPE(BY INSTALLER) it F 1/7'90°ELBOW(3) R.1"PVC PIPE(BY INSTALLER) G.1"X 1'X 112"TEE S.T'PVC PIPE(BY INSTALLER) ill.:1li H 1"90°ELBOW(3) T.1/8"BARBED ADAPTOR TO 1/4"NPT(2) : 7'X 1"BUSHING U.1/2"STREET X 1/4"NPT BUSHING(2) I J 7'SANITARY TEE V.1/2"PVC COUPLER(2) 1C.1"PVC CROSS W.7'COUPLER(BY INSTALLER; 1"COUPLER(BY INSTALLER) Revised 2/25/12 8 Kart ("view Septic Descuvs .3k, NuWater BNR Pretreatment WAa LNSTALLATION & MAINTENANCE ti''�v‘ Pressure Distribution Systems ,-f 5;C09.9 }'` PAULA JOY JOHNSON.T•t 1. Install Laterals with contour of the gound. l7CriNISEti•dESIGNfl•• 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 dr removed fromsol interface. Glue "T"to bottom so Observation Port cannot be easily 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&Maintenance on your NuWater pretreatment system. AP P RO\l EU MAY 2 6 2322 M ec I q +ASoN COUNTY E �Y�N �