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HomeMy WebLinkAboutSWG2025-00466 - SWG Application / Design - 12/17/2025 eint- :. MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 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: SWG2025-00466 APPLICANT BEESON ERIC J &JANET A Phone: Address: 60 SE HIS WAY SHELTON, WA 98584 OWNER BEESON ERIC J &JANET A Phone: Address: 60 SE HIS WAY SHELTON, WA 98584 SEPTIC DESIGNER PAULA JOHNSON* Phone: 360-898-2255 Address: 171 E VUECREST DRIVE UNION, WA 98592 SEPTIC INSTALLER HANSON EXCAVATION LLC Phone: 360-239-6792 Address: 86 E BANJO LANE SHELTON, WA 98584 Site Address: 5451 SE Lynch Rd Primary Parcel Number: 319015000911 Permit Description: New SFR 3-bedroom pressure system with trash tank and NuWater BNR-500 ATU Permit Submitted Date: 12/17/2025 Permit Issued Date: 12/26/2025 Issued By: David Anderson Current Permit Fees Paid: $555.00 (additional fees may be required upon installation of system). Permit Expiration Date: 12/19/2028 (based on date of inspection) Permit Conditions: 1 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. 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. MASON COUNTY 415N6THSTREET,SHELTON,WA98584 elM; 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 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. — OFFICIALLUSEONLY ` Ia MASON COUNTY GATE RECEIVED: ( /(y/ �� cn� > C U) AMOUNT REC V D I RECEIVED BY: W m `!--- Public Health & Human Services rj 54 j 7i PO10 oFF v o Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 c /^J Z 0 415 N.6th Street- Shelton,WA 98584 5 W G Q ()�� - O ', Z co ON-SITE SEWAGE SYSTEM APPLICATION m m P DNF r APPLICANT Eric & Janet Beeson (858)775-2112 C A7AIL';NG ADDRESS-STREET,CITY.STATE,ZIP CODE "Shelton WA 98584 133 mm60 SE His Way �1SITE ADDRESS-STREET,CITY ZIP CCDE �` � S Iton WA 98584 o'' fqs� SE Lynch Rd \\vjVV) I NAME OF DESIGNER 11111 ' .ONE Arrow Septic Designs, In �C,� (360) 898-2255 I Q nHONE a NAME OF INSTALLER Hanson Excavating (360)239-6792 <_ I ° PERMIT TYPE!serea cne,I DRINKING WATER SOURCE Q E7 (� pQ,, PRIVATE INDIVIDUAL WELL f'PRIVATE TWO-PARTY WELL Z -, ppL RESIDENTIAL OSS COMMUNITY OSS tl_L COM •RCA OSS y Q PUBLIC WATER SYSTEM I t 9 TYPE OF NARK(select one) iii NEW CONSTRUCTION/UPGRADES 57 REPAIR/REPLACEMENT OTHER DETAILS(select all mat applyi 0 TABLE X REPAIR ❑ SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE co SUBMITTALS R {� 0 DESIGN FORM(REQUIRED) IM-l.SEPTIC DESIGN(REQUIRED) BEDROOMS LOT WAS LOT CREATED AFTER4/12025? C) , f WAIVER(S)(IF APPLICABLE) 3 BR 2.18 ac _ 0 YES El NO C I O DIRECTIONS TO SITE AND SITE CONDITIONS(en locked gate) Head north on N 6th St toward W Alder St and turn (R). At the traffic circle, take the 1st exit. I o Turn (L) onto SE Craig Rd. Turn (L) onto SE Cole Rd. Turn (L) onto SE Lynch Rd. o I CID Destination on (L)just after His Way. There is a long wooden fence with a yellow sign at -( driveway entrance: "BEESON" Pr SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE PAVERS. I -1 OFFICIAL USE ONLY BELOW THIS LINE UPGRADE/FAILURE SOURCE(for reportng purposes) 0 VOLUNTARY 0 MAINTENANCE'PUMPING 0 BUILDING PERMIT 0 HOME SALE ['COMPLAINT 0 OTHER: COMMENTS/CONDITIONS INSPECTOR SOIL LOGS ,ti:o—35 "' (p nest- 4f--3S' f tAa a+ 441.' Tft :b'34'' I+ Rol-at 30kt., wI LAW' RECORD DRAWING AND INSTALLATION REPORT SOIL CODES: T REQUIRED FOR FINAL APPROVAL. fji,;'1*'*' V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY c=EXTREMELY R=ROOTS ' IN C R SIGNATURE DATE APPLICATION EXPI ION DATE APPLI I N APPROVED!ISSUED BY DATE 1 7 �f X7 / 1?/71 02ss ��!`�lo S IZ THIS ORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:4/14/2025 "3 ✓`i t e. s.. DESIGN FORM—PAGE ONE Assessor's Parcel Number: 3 1 9 0 1 — 5 0 — 0 0 9 1 1 A design will be reviewed when 3 copies of each of the following are submitted: 'I 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: 11"X 17" PARCEL WENTffICATION Permit Number: SWG 2oa5 - D b`1 ie( Designer's Name: Arrow Septic Designs,Inc Applicant's Name: Eric&Janet Beeson Designer's Phone Number: (360)898-2255 Mailing Address: 60 SE His Way Designer's Address: 171 E Vuecrest Dr Shelton WA 98584 City State Zip Union, WA 98592 City State Zip Designer's Email paulaj@hctc.com DESIGN.PARAMETERS Treatment Deice ❑ Glendon 0 Sand Filter 0 Mound El Sand Lined Drainfield 0 Recirculating Filter El ATU NuWater BNR-500 ❑othe.00 gelbn pre-bash ran( Treatment Level(check all that apply): ❑A p B 0 C El BL1 7 BL2 El BL3 C E CI N Drainfield Type ❑Gravity I 'Pressure Cif Trench 0 Bed ❑ Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 3 Schedule/Class 40 Daily Flow:Operating Capacity 270 - gpd Length 40 ft Daily Flow: Design Flow 360 — gpd Diameter 1.25 in Septic Tank Capacity(working) NuWater BNR-500 'gal Nurr.ber 5 Receiving Soil Type(1-6) 4 Separation 9 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 Slope 3 % Diameter 1.25 in New Slope,If Altered 3 % / Preferred manifold configuration used? lifYes 0 No Depth of Excavation Up-slope 10 in ' Transport Pipe from Original Grade Down-slope 9 in Schedule/Class 40 Designed Vertical Separation 12+ in " Length 40 ft Gravel-based Drainfield Required? ❑Yes lg No Diameter 2 in Pump Required? lie Yes 0 No Dosing and Pump Chamber Pump/Siphon Specifications _ Nurrber of doses/day - 4 Diff.in Elevation Between Pump&Uppermost Orifice 8 ft Dose quantity 90 gal Drainfield Squirt Height/Selected Residual(head) 2 `ft Chamber Capacity(flood) ✓ 1,000 gal Uppermost Orifice Higher 0 Lower than Pump Shutoff Pum controls:Please check those required. Capacity @ Total Pressure Head 23.6 l gpm 21 Timer 0 Bfapse Meter ❑vent Counter Calculated Total Pressure Head 11.49 zft If T mer: Pump on 2 minutes ,Pump off 6 hours Comments Revised:4/14/2025 l o I I DESIGN FORM—PAGE TWO Assessor's Parcel Number: 3 1 9 0 1 — 5 0 -- 0 0 9. 1 1 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch ig Test hole locations 10 Drainfield orientation and layout Reference depth from original grade: 0 Soil logs 0 Trench/bed dimensions and 0 Septic tank Property lines critical distances within layout 0Drainfield cover 0 D-Box/Valve box locations 10 Existing and proposed wells Reference depth from original grade within 100 ft of property 0 Septic tank/pump chamber and restrictive strata: ❑ Measurements to cuts, banks,and locations 0 Laterals,trench/bed,top and surface water and critical areas 0 Observation port location bottom ❑ Location and orientation of 0 Clean-out location 0 Curtain drain collector curtain drain and all absorption g Manifold placement 0 Sand augmentation components 0 Orifice placement Other cross-section detail: 0 Location and dimension of 10 Lateral placement with distance g Observation ports/clean-outs primary system and reserve area to edge of bed Other Information Iii Buildings 0 Audible/visual alarm referenced Yes No 6Q Direction of slope indicator 0 Scale of drawing shown on scale It 0 Design staked out O Waterlines bar 0 g Recorded Notices attached Fg Roads, easements,driveways, El Elevation benchmark and relative 0 lI Waiver(s)attached parking elevations of system components 0 0 Pump curve attached O North arrow and scale drawing 0 0 Evaluation of failure shown on scale bar Non-residential justification ...4-4- A ❑ g Waste strength ' 0 cif Flow i D VAL t 1'A� The undersigned designer must be notified by ' ir ' tallation 0 Yes 0 No ,.r ©.ULA JQl JOHNSON . � �'`4_7� Signatur yf�IK cbbESIGN5t4'* Date ExPiftes - b 4 The undersigned has reviewed this design on behalf of Mason County Public Health anti determined it to be in compliance with state and local on- ' egulations: �1.�s0 e�` ' fv ` ycc�y7)' ���10 �. 0 c<"1 1s,7 E ironmental Health Specialist Date �,F CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ' ✓ The design is stamped"Approved"by Mason County Public Health. I�j ,/ ✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: //7/ 057 ✓ 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 . 32; I so' (5)3'7(4' p R.tr e P• • "rR-Er<< 5 @ 1' •w rct+ CZP-f7e4o 6 tN 6E-no EE6.1 rir,i_____7 7.--'7 :;;TI'. -T. .411/Cil U Sunni • \ , ... I r ?go V.Ii +\ \ \ ► o' SFtc P `, W/SDK q5' - In (2\ 30'1 Q 1 tri i 0 i ?lieo.0 0,,,,,'1 r# ` �C Key: LL' W �� (/� Ol Audio-Visual Alarm V`1 02 Cleanout 'C/ O 500 Gallon Pre-Trash tank Z-- -- 0 NuWater BNR-500 ATU Tank O1,000 Gallon Pump Chamber gCkLE. 1 "= SD ' 0 25 so -75-• teo O Valve Control Box PLoT- ?it A , R lC BEES° t.1 , , .vA7A1 P/=)RC,--1, t90 I-B 0—cog i 1 `� , S G i- 1 N H 2 D V, '"°h 1'? r[� ,3ti9 , f NI ft-5 2--—\--0 IQ ) ck, p\ Ct8 qii• Q T � i2 PAULA JOY JOHNSON � �' .1.-Ri scab sccN�a' -l: Q—Z$"SAID cAt-i �- R° a-rS �-•ts�-�-��c i -3(0" S 11-�`j SA-Ns" "ea-k W%'n"} 12.-16"75 M l NIo R II-AMT 1.1 N6- 4- 20er 5 To C.ett-.QAc ioN(tt Ttt•rPJo- . 142:D-22124'' SL -I-froTSJ24-34" - st LTA SANOU LDAt-N W 1TH MINOR410_ O �,AJCr TO �c�iCLi►i (r ".00 FCQu 2a µo T N)yFN 49?5 , 2-6-6-1 41/"4/4/4 ' -,dI f • 40' Valve Contra Box with ;25• Baal Valves • r 2 t'--�RA�ISPtRz LINE 16111111111111111111111111.11111111111111111111111111111111111.11111111111111111 -Cy ;11111111111111111111.11111111111111111"1111111111111144i) r C `><,5 r,i,,, f--, j . 2 F t EDrR iri F 5 O QCJ'v �� t.25- • L0 C'ral H 3 e .. .. . • 1)...).. •.cS' • ram'• PAULA JOY JOHNSON • :. : �'' Lt�1NSEtibEiGNEAi" I - T ef4s04, DEC?6 114 4 --2,s • tcooNry4-N`,Ro 20ZS Detailed Drainfield Layou' Tyseied �..r A41 %T:4 t`T Sao* I1• • t0' r_J �� Feld tree. ! 9 to •1 Sandy F3tC Fabric Oi lc nat Cxode — - • /�_ C5) 40' 1 .25" Sched.- 40 Laterals 3/4' to 2.t r 2-t/2. t.5- tabard (8) 3710" Orifices @ 60 O.C. — — s. 10• Per Lateral. 1st & Lost Orifice R°`k •• ' .j' 30" From End of Trenc • h If . ,i' svew-oo uo • fr 1.2) 4 45 >Wee Ebow . Lateral - Rratrietive Layer End o� Gated - Oast Out Drainfield Cross-Section View Not To Scale Notes Coa+ott to be from 0 to.6 efcus below! Fr rod Groee. Marc arils + ' Reba'.• Oscan OW • Kota O. Observation tort r'begcsed at the Era! EachLateral.• To $e 4 PVC P c front Bottom of Trench To +-Mailed Grade. Removable Cap .hob be Installed on observation Port Pipe. Anchor On Bottom , Tee Arrow, SepticDesigns ►iniewn of 5 Tatot Required e System ` 360) 898-2255 349 Length Length Orifice # Distance from Distance from Lateral# (In.) (Ft.) Spacing Orifices Feeder Line(In.) Cleanout30 (In.) 1 480 40 60 8 30fr-.114 2 480 40 60 8 30 30 }} 3 480 40 60 8 30 30 ' �L 4 480 40 60 8 30 30 • ) 5 480 40 60 8 30 30 ••:;.4. Total Lateral Length 200 Total#Orifices 40 1 GPM= 23.6 ;i .t '�Jt' "1rjr':: 51C0349 ,\ Dynamic Head Calculations ^ PAULAiJO.Y JOHiNSON .UC S` GNr1 F- sTi Selected residual pressure: 2 ft. \2 -LS Length (Ft.) #Orifices Transport Pipe 40 40 0.40 ft. Feeder Total Lateral Line Length Lateral#1 40 2 42 8 0.15 ft. Lateral#2 40 11 51 8 0.19 ft. Lateral#3 40 20 60 8 0.22 ft. Lateral#4 40 29 69 8 0.25 ft. Lateral#5 40 38 78 8 0.28 ft. Total Elevation Lift 8.00 ft. Total Dynamic Head 11.49 ft. , THREADED tt�ltdtl �+ ,^� SECURED LID WITfl GAS'TIGHT SEAL . ; s- • u-D ! 1 ACCESS RISER sr VALVE° �Game;�(.� MASON 2 ONOIN sue-• _. TANK . i r� t t ANTI.SIPHON . EMERGENCY STORAGE tjij 11 ! VALVE HiciM WATER ALN L WORKING VOLUME ! ; ' , 11- NO AL.T!>tER - f FLOAT STEM FOR FLOAT ' , MOUNTING ENCLOSED PUMP _ �' � .CHECK a SliRONO` --�� - ,=- �f , _ g"�.._t sus s+ L tl•.lt Puese ' PU1tPt(Bt ITYPICAL1 . AS NEED must meet standards required by VVAC chapter 24E-272C and FIGURE 2 Septic Tanksmu t of Health list of registered sewage tanks. manufacturer must be an Dept _ • Page 35 of 65 - WA noi4 Publication#337-022 137 139 1 n • Bronze construction available(139 series) • High head version available(145 series) • 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 "s - vOrwPERFORMavcEaRVE performance is critical, this robust - ' ` MODEL 1371401145 famdurabilitmpsyis ility,and performance. These ty " ,■■■.■■ pumps are especially suited for harsh ` ''ww 8 " ■,�■■■.■■ YI environments.Zoeller's cool run design F C and corrosion-resistant,powder coated ••- ss .,y�����.� C epoxy finish add up to a long-lasting, ■■,�■■■■�� trouble-free product. " ,".■■.■■■ m r ��„'������ vi r APPLICATIONS: r • STEP or onsite applications ■■.0������ r- • Water transfer .� z .■.■,����� Z • Light commercial dewatering . • , . . ",. ■ ■■■■ —1 SPECIFICATIONS: • v .■■''1,'..■ 1111211111111111111111 • 1-1/2"NPT discharge R ' " ■■■.■",`■■ • 1/2 HP through 1 HP MADE IN THE USA " .■■■■,,.',■ • Available in automatic or nonautomatic ISIIBb.WU7,11rlEISl0A1EN1 • Model 137,139,140:1/2"(12 mm)spherical solids • s ■•••■®■•� n " n m a capacity with vortex impeller GU L'N6• U `" 10 nl LCIR • Model 145:3/4"(19 mm)spherical solids capacity with O ,,,,�,,,,,,, '52959 vortex impeller /4 ^ Sv/YG'O,4r ?622h. J 151, 152, 15 "��R�N�9FNT , W PUMP PERFORMANCE CURVE �� MODEL 151/152/153 Dose-Mate 5 This is our fastest growing tine of effluent 14— a6 153 pumps.The 150 series istrulyaworkhorse designed for reliability under extreme 12— 40 conditions in an effluent environment. 150 series pump curves cover a wide range = 10— 35 1a2 of applications. They are well suited to L., 30 applications with low pressure pipe(LPP) 0 8— zs 151 and enhanced flowSTEP systems.Zoeller's cool run design and corrosion-resistant, 0 6_ zo powder coated epoxy finish, in addition to the hermetically sealed, oil-filled motor 15 and non-clogging vortex impeller add up to `^ a long-tasting,trouble-free product. 10 r - 2— APPLICATIONS: s • STEP or onsite applications '"�� 0 } I MADE N THE USA io 20 30 40 50 60 70 80 90 100 • Light commercial dewatering USIINA=gl1'It ILL=IT GALLONS LITERS 0 E0 80 120 1N 200 240 280 320 360 SPECIFICATIONS: �i1471 FLOW PER MINUTE o1<sca • 1-1/2"NPT discharge 9 • 3/10 HP through 1/2 HP • Available in nonautomatic or with a variable level piggyback mechanical switch • 1/2"(12 mm)spherical solids capacity with vortex thermoplastic impeller For more information,see Technical Data Sheet FM2784. ©All rights reserved. ZOELLER PUMP CO. 1502-778-2731 1800-928-7867 I zoetlerpumps.com 9 5 9 2.ss�-3ad nror2+ r 4 SIN :3TfOS 699L-L99 (09£) '-)Na 999L-619 (09£) : iOHd d 1411'O v0996 bM'ONtlOZfD 3111.Y8/80£0009.O'd • ' yse fl ocs :x9 a31-P&Ia a 1 . ON! JN1 :133NION3 )43. . 7. 3110 • F . i , .j .... „ i.._ • �z .r+ o . of9g •: i • ,; � �4 I • � Sr.Clat _ b i �< i `� no n. tX ��d tit t • Jc g.N.os • N � • )' .1.• \ ,: _ _____FFEI • I v Ii ... b� 2.4git • • e I 'It . 2,� oil / . Ik � 1LFi4 7 t .>-4C E i dig 4 g � • K , ILA . I tupg e i i .i. _.jai..i..�^ • r ;f3ggl ili.; . li i It jot 1 I $' • ^ ,2igb • S a II . ``'"c'kkkk �Q Z' i • • 0 ,. c I `µ _ =o z ��j y� • s 0 ¢¢�.. �, �l� ttt�( � aL1 3�[� i 1111IICg�cS� •2i�f. Away i.. C7 / \ "£ 'dery - u .- . 3l''< I 1e„SVt._tte S -..-..:-. :It o ;171 `.4. Op • I v-: t•Itf.,,'.4t. Z IV ! •Cf, -1S1-•? i§1421`..: r4c2 .. ..„ i• li 2y5� 3 711 A - '4- I Y c7 - S tBYzy 4t ZCY+E"s��j =Z 'La '-� .<�cy �Z }/� i5. : 11. � . ii . �ct' `< erg` a c ` 2x .* / sc g y < / -- -- 9'-2" / DUAL PORT AERATOR-, WATERTIGHT - LID VENT(typ) RISERS(TYP) _ 1 1 I I II 1 ' 36'MAX I 1"PVC(TYP) 8� AIRL NE� MASTIC y , 4' ' — r COUPLING i &REDUCER 6' -I- L._...._.___------- , ..___11.7',L,' --...4 ' __,..._, 7....ciit iz. r TEE 1^PVC SLUDGE 12" RETURN LINE , J \J 2'PVC J j TRASH CHAMBER DIGESTER CHAMBER CLARIFIER 1 CAPACITY:CAPPACITY:417 GALLONS OPERATING CAPACITY:421 GALLONS � CHAMBER ! I FLOOD CAPACITY:490 GALLONS FLOOD CAPACITY:494 GALLONS 160 GALLONS ` i FLOOD:lei GAL. , I ss ss• l SO^ . . 51" I I 1 1, 1 "• 0 0 0 / 1,X1�. 6:a-.i 36" o 0 0 (� TEE ‘ft ...) i o 14 SoIs y QeC .' �oGy �6'99 • • 1r �'Fy CO BA RS ARS(2) • D/7n Q• PARALEL TO TANK WALL t / °*- } \ 3- 4ipit SLUDGE RETURN f\ / // 1.5'TAPER SIDE VIEW =1.4« STONE-FREE NATIVE SOIL OR COMPACTED SAND OVER STONY SOIL j INSTALLATION INSTRUCTIONS 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 4` 9'-2 'r out with screed. -- ---- —I. 3)Install tank in center of hole,keeping 1 ft void space on I r r \1 1 all sides. I r 24'RISERS(ITYP) ( 24 BLOWER I 4 As tank is fillingwith water,fill in void space with compact 11 ( SING CAST p I \ \ pN TOP OF L!£(✓ granular(sandy)soil tree of large dumps of day. I \ I I \ \ / 5)Install rest of system,&affix risers to adapters With I 1 j \ \_� waterproof adhesive. C IC. I I I 1 3 4'-8' 6)Perform watertightness test in field as required by local jurisdiction. 12•RISER I I I 7)Upon approval to backfill,carefully backfill with native I 1 I I' 1 soils over top of tank. I TRASH CHAMBER 'I DIGESTER I I2L480FE 61 8)Final grade the surface to avoid chaneiling surface L `- J L--J water toward tank. N TOP VIEW 1"=28 It AEROBIC TREATMENT TANK DETAIL FOR /e�� : NuWATER BNR-500 TREATMENT UNIT �;� + .,.;..61. ENVIRO-FLO, INC. REVISED: Wastewater Treatment Technologies 3/01/12 :•• °�..,.T....,'". P.O.BOX 321161,Flowood,MS 39232 SCALE: (877)836-8476 (601)845-4716 fax 1 rr = 1.4 t- www.enviro-flo.net (''r 4 ......., . .„......___,...., bi1 I ...) 4 ' i r (�,\ • ... ....... _...... ...., .., ..., p, J I �\ , . , . ,, e..4 . , . --fir,' iiiro vt, t: ":;*/..* • - ;., -411110" ►� a 10/ illj e •Tt13,,,t,dp- ,;�/" -- !! C �'c-e ,I. p. , 0 ® �i 41-7,7 lye'% 410 :1I e -re .4110 lib a +a \ Ly e / t Lia oo.Imo '�' 10°' Ili v E7 {1 . .. PARTS LIST NuWater NR Assembly Diagram I I A.DUAL PORT AERATOR M.POLY DIFFUSER BAR(2i H' B,3/8°'RUBBER 90°'Ai/CLAMPS(2) N.1"PVC(3 1,7'SECTION) 1111 C.3/8"BARBED ADAPTOR X 1/2"NPT(2; O.1"SLIP CAP (q D.1/2"SUP X 1/2"NPT ADAPTOR P.1/8"CLEAR PVC HOSE(OPTIONAL 5; A a 1'STREET X 1/T NPT BUSHING(3) O.1/2"PVC PIPE(BY INSTALLER) �!' F.1/Z'90"ELBOW(3) R.1"PVC PIPE(BY INSTALLER) G.1"X 1'X 1/2"TEE S.2"PVC PIPE(BY INSTALLER) LI/A!esir,'' H.1"90°ELBOW(3) T.118"BARBED ADAPTOR TO 1/4"NPT(2) T X 1"BUSHING U.1/2"STREET X'U4"NPT BUSHING(2) j .1 2"SANITARY TEE V 11T PVC COUPLER(2) K.1'PVC CROSS W.2"COUPLER(BY INSTALLER) L 1"COUPLER(BY INSTALLER) Revised 2/25/12 1 a� Septic DP�3lgf o, a1 . d�• �_ � /' 'Of AfNt NuWater BNR Pretreatment yt`:` .� d Si INSTALLATION& MAINTENANCE • r ,. Pressure Distribution Systems y 5,0,349 fa' PAULA JOY JOHNSON g i fI:. 1. Install Laterals with contour of the ground. 6P+R 2. Install trench bottoms level. 1?A co`tip 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. 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. — � `go,