Loading...
HomeMy WebLinkAboutSWG2025-00240 - SWG Application / Design - 6/23/2025 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: SWG2025-00240 APPLICANT HALTER MISTY Phone: 360-490-9092 Address: PO BOX 478 UNION, WA 98592 OWNER HALTER MISTY Phone: 360-490-9092 Address: PO BOX 478 UNION, WA 98592 SEPTIC DESIGNER PAULA JOHNSON* Phone: 360-898-2255 Address: 171 E VUECREST DRIVE UNION. WA 98592 SEPTIC INSTALLER JOE FASSIO* Phone: 360-898-7286 Address: 170 E SPRUCE ST UNION, WA 98592 Site Address: 100 E Skyview Dr Primary Parcel Number: 321067590141 Permit Description: New 4-bedroom NuWater BNR500 ATU pressure system Permit Submitted Date: 06/23/2025 Permit Issued Date: 08/05/2025 Issued By: David Anderson Current Permit Fees Paid: $555.00 (additional fees may be required upon installation of system). Permit Expiration Date: 06/30/2028 (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/environmentallonsiteloss-inspection-request.php or call: 360-427-9670, extension 400. at .: MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 SHELTON:360-427-9670,EXT 400 BELFAIR:360-275-4467,EXT 400 f Public Health & Human Services ELMA:360-482-5269,EXT 400 FAX:360-427-7787 7 The approval of this project is subject to the recommendations and specifications outlined in the attached geotechnical report or assessment. All applicable recommendations and specifications shall be applied to the development on this site. Any deviation requires stamped written approval from the registered design professional responsible for the report/assessment, and may require special inspection by same. Structures and/or land modifications(grading, cuts, fills, etc.) required in the geotechnical report/assessment, may require a separate permit. The geotechnical report/assessment shall remain attached to the approved building plans. THIS PERMIT MUST BE ONSITE DURING INSTALLATION OF OSS. PROPERTY OWNERS ARE RESPONSIBLE FOR DETERMINING AND MARKING ALL PROPERTY LINE AND EASEMENT LOCATIONS. THIS PERMIT MAY BE REVOKED IF THE SITE CONDITIONS HAVE CHANGED SINCE THE SITE WAS INSPECTED AND DESIGN APPROVED. FINAL INSTALLATION APPROVAL IS REQUIRED PRIOR TO TEMPORARY OR FINAL OCCUPANCY OF ANY RELATED STRUCTURES. For Final Inspection visit: masoncountywa.gov/health/environmental/onsiteloss-inspection-request.php or call: 360-427-9670, extension 400. OFFICIAL USE ONLY MASON COUNTY DATERECEnhP L U /J3' i/-/71L0^ fn D J{� Cn AMOUNT RECEIVED I RECEIVED BY. COCt) Public Health & Human Services 1 ° m Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 ��� O�� — �T71�\7�0 tJ) Q 415 N.6th Street-Shelton,WA 98584 _J �/��( ? -., Z cn ON-SITE SEWAGE SYSTEM APPLICATION t ' APPLICANT J PHONE m r Misty Halter (360)490-9092 c MAILING ADDRESS-STREET,CITY S?ATE.ZIP CODE OCD P.O. Box 478 r Union WA 98592 73 SITE ADDRESS-STREET.CITY.ZIP CODE N WA 98592 �'' 100 E Skyview Dr - Union NAME OF DESIGNER 7 PHONE I N I Arrow Septic Designs, Inc PA (360) 898-2255 NAME OF INSTALLER ( Q W M PHONE Q• Joe Fassio Excavating (360)490-5519 I o PERMIT TYPE(seiaO one) DRINKING WATER SOURCE O IF RESIDENTIAL OSS hicommumTyoss E COMMERCIAL OSS E PRIVATE INDIVIDUAL WELL b PRIVATE TWO-PARTY WELL Z I a) TYPPEE OF WORK;select cne) I 7 PUBLIC WATER SYSTEM ff.NEW CONSTRUCTION I UPGRADES F.REPAIR i REPLACEMENT OTHER DETAILS iseiect ail that apply) ❑ TABLE X REPAIR I ~ ❑ SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE co SUBMITTALS O I CJl tip DESIGN FORM(REQUIRED) I SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFTER 411/2025' 5 WAIVER(S)(IF APPLICABLE) 4 BR 2.17 ac 0 YES p NO 0 DIRECTIONS TO SITE AND SITE CONDITIONS.(en Iockeogarel At the traffic circle, go up the hill then turn (R) at the light onto E McReavy Rd. Turn (L) onto E Union Ridge Rd. Take sharp (R) onto E Skyview Dr across from Gerbing View Dr./E r I Union Ridge Rd. signpost. Go through open gate marked E Skyview Dr. Take driveway on o (R). Yellow sign: "Halter" (Gate not locked.) Park at clearing. Walk up road to next plateau. I - SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I OFFICIAL USE ONLY BELOW THIS LINE -- UPGRADE r FAILURE SOURCE(for reponmg purposesi ❑VOLUNTARY 0 MAINTENANCE/PUMPING 0 BUILDING PERMIT El HOME SALE ['COMPLAINT 0 OTHER: INSPECTOR SOIL LOGS COMMENTS/CONDITIONS it/, 0 - n73)'' Cl$C. 11)498 `I) f441F 3 7?r LSI 114P f it &MP TWO 6 5c 145F1#- 7,9 " nvf-Ct covie RECORD DRAWING AND INSTALLATION REPORT SOIL CODES: REQUIRED FOR FINAL APPROVAL. V=VERY G=GRAVELLY S=SAND L=LOAM &=SILT C=CLAY E=EXTREMELY R=ROOTS INSPE R SIGNATURE Z6( °(Zo7F DATE APPLICATION EXPIRATION DATE APPUCAT APPROVED!ISSUED BY DATE 1./ 6.710/P7 C I En()-(2075 THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:4/14/2025 : DESIGN FORM—PAGE ONE Assessor's Parcel Number: 3 2 1 0 6 — 7 5 — 9 0 1 4 1 A design will be reviewed when 3 cosies 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: 11 X 17" 1 4 y ''` ` Y :t;."' r ` >;P CA . „i i . .'r.. Permit Number: SWG 14/25—00240 Designer's Name: Arrow Septic Designs,Inc Misty Halter Designer's Phone Number: (360)898-2255 Applicant's Name: 171 E Vuecrest Dr Mailing Address: F.O.Box 478 Designer's Address: Union WA 98592 City State Zip Union, WA 98592 City State Zip_ Designer's Email paulaj@hctc.com 31W y��,�y.,g �y ;2tr' ' >, 1'ki+ ? .. . ' ,lsrw7 044 il� y�. ,3_ V ,z r CO r Treatment Device ❑Glendon ❑Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter El ATU NuWater BNR-500 a Other Treatment Level(check all that apply): :A p B CI C 0 BLl CI BL2 CI BL3 El E El N Drainfield Type ' 0 0 Gravity Pressure It '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 BNR-500 gal Number 6 Receiving Soil Type(1-6) 4 - Separation 9 ft Receiving Soil Appl.Rate 0.6 - gpd/ft Orifices Required Primary Area 800 - ft2 Total Number of Orifices 54 ` Designed Primary Area 810 - ft2 Diameter 3/16 - in Designed Reserve Area 810 ' ft2 . Spacing 60 in Trench/Bed Width 3 r ft Manifold Trench/Bed Length 270 - ft Schedule/Class 40 , Elevation Measurements Length header ft Original Drainfield Area Slope 9 . \ % Diameter 1.25 in New Slope,If Altered 9 % Preferred manifold configuration used? 6 'Yes 0 No Depth of Excavation Up-slope 14 in Transport Pipe from Original Grade Down-slope 11 in Schedule/Class 40 • Designed Vertical Separation 12+ • in Length 80 ft Gravel-based Drainfield Required? 0 Yes IS No Diameter 2 in Pump Required? le Yes ❑No Dosing and Pump Chamber Pump/Siphon Specifications _ Number of doses/day 4 Diff.in Elevation Between Pump&Uppermost Orifice 18 ft Dose quantity 120 / gal Drainfield Squirt Height/Selected Residual(head) 2 ft Chamber Capacity(flood) 1,200 gal Uppermost Orifice MI Higher ❑Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head 31.86 gpm g Timer 0 B(apse Meter ❑event Counter Calculated Total Pressure Head 23.28 . ft If Timer: Pump on 2 minutes ,pump off 6 hours , Comments Revised:4/14/2025 , DESIGN FORM—PAGE TWO Assessor's Parcel Number:3 2 1 0 6 — 7 5 -- 9 0 1 4 1 ` Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch It Test hole locations It Drainfield orientation and layout Reference depth from original grade: It Soil logs It Trench/bed dimensions and It Septic tank lili Property lines critical distances within layout It Drainfield cover g CI Existing and proposed wells D-Box/Valve box locations Reference depth from original grade within 100 ft of property 6tf Septic tank/pump chamber and restrictive strata: ❑ Measurements to cuts,banks,and locations 6t1 Laterals,trench/bed,top and surface water and critical areas 6g Observation port location bottom ❑ Location and orientation of It Clean-out location 0 Curtain drain collector curtain drain and all absorption el Manifold placement 0 Sand augmentation components It Orifice placement Other cross-section detail: It Location and dimension of Lateral placement with distance It Observation ports/clean-outs primary system and reserve area to edge of bed Other Information I;?! Buildings Iii Audible/visual alarm referenced Yes No 6ti Direction of slope indicator 131 Scale of drawing shown on scale Ed 0 Design staked out It Waterlines bar 0 fig Recorded Notices attached O Roads,easements,driveways, 0 Elevation benchmark and relative 0 It Waiver(s)attached parking elevations of system components It 0 Pump curve attached It North arrow and scale drawing 0 Gti Evaluation of failure shown on scale bar Non-residential justification o el Waste strength o lif Flow D VAL The undersigned designer must be notified b _ �r f'' Ilation It Yes 0 No - G•• y PA Signatur • tl�xUESIGNEa" Date The undersigned has reviewed this design on behalf of Mason County Public Health and deter fi- •,be in compliance with state and local on-site lations: - 5/5/?g 7S 49sQ . q0 ® /terEn r ental Health S Specialist Date'�0 G0 `� p o�iNrye S?a?s , CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CON OW: !9 : ✓ The design is stamped"Approved"by Mason County Public Health. e14zlie„,., ✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: 6/3o/ ✓ 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 I•Ma ot '' 11 III 1 I 1 Ill 1 1 III li 1 1 1861, 33.3227„ OEPT OF COMM DEVELOP BUZ es ea Mason Co, WA HA* 04- 0 I ,------.\ BOUNDARY LINE TMENT MAP 5L,6rs-- -c- of the SW 1/4 of the SW 1/4 of tion 32,Township 22 North, Range 3 West,W.M.,and a portion sw sedb„ , of the NW 1/4 of the NW 1/4 of i Ole tion 5,Township 21 North,Range -. - - I' 1 3 West,W.M.; 'arce1 Nos. 32106-75-90141/90143, ' ''. , V 32232-33-00000/00050 4,4 . '9- PI • 42,1 * ..,,, e I 20'road cacinoge &utlity easement •• 7,i,Q t N q • : 1--.. Scale ... 01- I04.46'' 1'=200' I - - Margie L. Knudsen P. O. Box K • Shetton,WA 98584 f . , • N 02 21'13'E 1 i 104A6' , AP P R°VE LI : / 1 • ' • ri....., j 1 AUG 0 5 2(125 : I a • a . MASON COUNTY ENVIRONMENTAL HEALTH , •, Vicinity Mop \ I To Union "--1 , • • 4 36- l0 c".71.-• .. Pg El_77: 1 ,• P3 - suboctixopenv 1 ! 1 Date Approved i/I 6/6(-/- ! b&won ‘IAAAttie-11 -------- - Director of Community 2 eE—iU . _...... Arta, ...,.. ... . . .. _ 5D -Of C.1rl'+'iC0.a � I ? itr • \ oft _Q . 1 ` A 511% ...„...r-.. ss +hv Q ems' `1\ 6 ,1 °� ` ' ,t• of �o 1 510� \ \ ......• , AO %Z., / / s� - ... vivt,k,412. '''' , ( „is c i ; ` 26 s 3� (, „,el •i 4P�''O`t :,°� :r 1. 'I �/ / , 3 �01V-4?4 c'/Cos t ( ITS of ilotreatv* / .„ 0 ,....;:k/gi-, , " "' h O s r • 0 5 Zp25 Zej � p , N � 0 At:cio-Visua AerM COONTyciN ci„, NME/ DJq NTgL HEALTH 0 Ciea.ot / 0 500 Galion pre-Trash tank / 0 NuWate: ATE am:; BNR-500 T/ 5 1,100 Gabor Pump Chamber OValve Como?Box 5 f, '' .. .:11510 � ;p MIRES JOYY JOHNSON•• IRES 1 i Co-20-Z.S 1 3eil 0 ,i.c' _ , . o� z,,tss,„cc--psA L—Cez5E5v‘*-- o1, 44$, 3, v 9/ © _C1 3, y51 k.° -5o, I - / Y 114 0 z ii T ti C6t.t.-1t3u --r-- c•-j ---- '''- ,r ,sr- Yaive. Gn l i3ox w�f ts" y6• ► J�v�es . 4S Ei 0 :r,i,L • . Typical observation Port Detailed Drainfield Layout Sode 1• - 10' , Q c�ri inaA Cr " Q iQ. . 20. 7 to 12' Sandy Loan fifer Fabric Apia, q'. L� Cover / 17 �� �9�' 1 �� f/ r jIz . • 0/4• to AUG , • Lateral N 0 5 202 Rock — — 6' MAR() OOL,NTYENV/ r . I RON,�fENTgL -,� . J f DMA HEALTH •. 41 36. • 4 • 12 r/4_ see,.-an up 45 Degree Ebow Latsrd J.,Restrictive Layer _ m End of Ditch —_ Drainfield • Cross-Section View`, - , out Not To Sad* `(p \b, Note: Ckahout to be from 0 to 6 axles Glow Nose: 0 • Obssrvotfaf Port .. o.1 .h,Ai, , �('• Finished Grade. Mork ends yeah Rebar: Owe Out 'To Be 4• PVC Pipe from Bottom of Trench Regeired at theEach Lo$End of Ea Word. C `. Tb Frished Grade Rerhhevabte Cap *WI -be S t,� . inetdled on Observation Port Pipe. Ar.clhor• : 1. on Bottom with GJed-OnTee. i 5?CC 343 �t Arrow Septic DesignsNO...�_CAULA JOY JOHNSON . Wends of 6 Todd RequFed n System LtJ SiGas (360) 898-2255• D - ..,b (p-'Lo-2a aIIIMIMIIMIIIIImllIllmllsllMNIIIINMEIIIMMMIIIIIIMIIIMV Length Length Orifice # Distance from Distance from Lateral# (In.) (Ft.) Spacing Orifices Feeder Line(In.) Cleanout(In.) 1 540 45 60 9 30 30 2 540 45 60 9 30 30 3 540 45 60 9 30 30 4 540 45 60 9 30 30 5 540 45 60 9 30 30 6 540 45 60 9 30 30 Total Lateral Length 270 Total#Orifices 54 GPM= 31.86 • . Dynamic Head Calculations Selected residual pressure: 2 ft. Length(Ft.) #Orifices Transport Pipe 80 54 1.39 ft. pP • i? Feeder Total Lateral Line Length Lateral#1 45 2 47 9 0.21 ft. "f Lateral#2 45 11 56 9 0.25 ft. Aq A/,�+ r . Lateral#3 45 20 65 9 0.29 ft. SOq,C 6/ n `fib .., Lateral#4 45 29 74 9 0.33 ft. O&4( 5 2025 Q "�� Lateral#5 45 38 83 9 0.38 ft. T1'F,yy 2,s Lateral#6 45 47 92 9 0.42 ft. 4.zjA Nffeh, H otal : -vation Lift 18.00 ft. q � -4 o namic a n 23.28 ft. • a`i'- i 5 t%rv,, SECURED. . LID Will1 c3As TIGHT SEAL THREADED MOO "S 240'MANLIER N\ • SERVICE VALVE* . FN�1S I - ,. l� To o RArF+aa ._ � SIPHON YAM• . • f IOW WATER HARM LEVEL --.--• "L? ...m 0wmat= f101nL C LEVEE. • WORKING VOLUME ! IFIIIIF ORT O MAN mo .%: 5100349 ! .i.F PAULA JOY JOHNSON EnT"'A—i �� LrCts tiDtgo ml- EKPIRESWW 'standards required' by WAC chapter 246-272C and F#GUR�2- Septic T IMBED t be on Dept of Health list of r� se`'ge - manufacturer must - __ 7 13 ' 13 • Bronze construction available(139 series) • High head version available(145 series) • Double shaft seal versions available for added protection Flow-Mate on models 140/145. For more information,see Technical Data Sheets FM2782,FM2783. In high head dewatering or effluent applications where pumping performance is critical, this robust -_._ s - PUMP P63F MAt`GE CURVE MODEL 13730145 family of pumps is known for reliability, durability and performance. These _ r .1 X ,MI�IMMIEN pumps are especially suited for harsh • ,■■1111111111111E1 environments. Zoeller's cool run design 1 • ( ` .,■■■111.■11. N and corrosion-resistant,powder coated i .• " ■a..■■■■■■ C epoxy finish add up to a long-lasting, 1 trouble-free product. € •■„■■■■■■■ 'a APPLICATIONS: 1 _ ' ,"■■■■■■■ T ��,,,�M���� -'I • STEP or onsite applications 3' .■■`■■ ■■ ■■ C • Water transfer , x .■■.,■■■■. ITI • Light commercial dewatering - , " .■■■IM■■■■ —i SPECIFICATIONS: ■'•'■•,■■■ • 1-1/2"NPT discharge r ::: ; :: • 1/2 HP through 1 HP MADE IN THE USA • Available in automatic or nonautomatic :SIIEAU4iEr(:f L'S:A-tti' = mminim"m • Model 137,139,140:1/2"(12 mm)spherical solids , 1�11■■®•■�® capacity with vortex impeller c.wv m a c w m x a a a • Model 145:3/4"(19 mm)spherical solids capacity with -.moo ^m rc vortex impeller ftd,A14110.11 i525" 151j15? s -'' W ..., PUMP PERFORMANCE CURVE • ' ) MODEL 151/152/153 Dose-Mate . . 50 This is our fastest growing line of effluent _ 14- de 153 I pumps.The 150 series istrulya workhorse designed for reliability under extreme 12- 40 conditions in an effluent environment. •- o . 150 series pump curves cover a wide range • - w 10- 152 of applications. They are well suited to . 30 applications with low pressure pipe(LPP) 0 8- 25 151 and enhanced flowSTEP systems.Zoeller's J cool run design and corrosion-resistant, a - powder coated epoxy finish, in addition e- 20 to the hermetically sealed, oil-filled motor 15 and non-clogging vortex impeller add up to 4- a long-lasting,trouble-free product. t0 7----'•�" 2 APPLICATIONS: �-•/ s • STEP or onsite applications o MADE IN THE USA 10 20 30 40 50 60 70 80 90 100 • Light commercial dewatering BEAMMlRIiTiiUMW GALLONS SPECIFICATIONS: LITERS 0 40 BO 120 700 2d0 28C 320 300 ° o F INUTE a1:5C8 • 1-1/2"NPT discharge �F; �4Y • 3/10 HP through 1/2 HP 4 /�1 e • Available in nonautomatic or with a variable level 4 piggyback mechanical switch A// A • 1/2"(12 mm)spherical solids capacity with vortex �'�SONCO� ry��0 `/, thermoplastic impeller N�,F 5,,, For more information,see Technical Data Sheet FM2784. ;1/ S ©All rights reserved. ZOELLER PUMP CO. 1502-778-2731 1800-928-7867 I zoellerW.,7 Piit t 9 4/7 6 ce)--1D • sv5•aad NV/Maaavi-i SiN _3ivoS 69SL-tag ;09S) 'Xb3' 899L-L89 (09£ 3NONd V ��a 4 Li`J 0586 VM'ONC1O 311.1VS L6O£XO8'O'd LiS�� 1 1 oos 31f2iO3�do 'ON[ ONJI NIONg N3 ' a• 555+++�*s'" M I R J i gc 1o1,_ Ic3`a. a .tz uD:>e +ICJ•- " ,�F <= 'sac 6'5 4§_ 11:: { ° k i f ; .. .y . 4 , , - &IQ c$ 3'F i• ji - ! 3 2' 1 fi._>--•1111 ' i : Ig:.g j C. mo:Y. 5vI u ��7,rZ pZt • �..... s. x c$ F3 ?. "� mod} 144.,A °t : AU1 05 2025 i .e?� ; Y MASON COUNTY;NVIRONMENTAL HEALTH gpa J 1„n ea 1 V.c.:,:: ziitv,,, ti ”.. 1 :•,i2, L.11..:i•-,i i ii: ,9:-.6ik:5.i:es7pi„,-?•,: iS' � y ee K. f c<. ! • N ga iax` 1 6Y .`,, x a x. ii ram. i + ..i Wa 53 • ;*Yr<c PiE33k 17,Ek k I''j...•a :•4 '' ..� V+ i ii cur. a v^. yi-S, p �i�7` <� • - •. ]]]- yL < s1vi%. , Y ;ir ?- - 1yNe .terNAZ? ,--;. i —7t0 / — 9-2" • DUAL PORT AERATOR• , WATERTIGHT �• � LID VENT(rYG7 ' RISERS(TYP) �r- '�, _ -1 r y r 1 2 1 yy7 36'MAX. 7'PVC(TYP) SI c 9 R PVC li 1 - A AIRLINE MASTIC • 4' _ L- - Y COUPLING ! I? &REDUCER t't 2'TEE 1'PVC SLUDGE S _ t lII 12" RETURN LINE 2'PVC J I I I ! I I i TRASH CHAMBER ` -'7 DIGESTER CHAMBER CLARIFIER l I 11 CHAMBER OPERATING CAPACITY:417 GALLONS I OPERATING CAPACRY:421 GALLONS IFLOOD CAPACITY:490 GALLONS FLOOD CAPACITY:494 GALLONS 160 GALLONS 1 I FLOOD:191 GAL. 65" 58' i 50' 54 ( . v , e 36' e o o (// I !-4 Y X 1 n" G TE• E • " j — _ 1 Z' •O DIFFUSER BARS(2) • } PARALEL TO TANK WALL . 3• SLUDGE RETURN SIDE VIEW 7.4 F STONE-FREE NATIVE SOIL . OR COMPACTED SAND •" INSTALLATION INSTRUCTIONS OVER STONY SOIL q11 1)Excavate tank hole with vertical walls tc 1 foot larger than �"0Nct-1 v O" 2O tank on all sides. NJ)' 2)If bottom of hole is stony,install 3"of compact sand&level '' - 9'-2' EN✓/� '1' out with screed. ----- - - ,�''1,j 3)Install tank in center of hole,keeping 1 ft.void space on r 'y A,,HFA( all sides. I 24•RISERS ) 24'BLOWER I 4)As tank is filling with water,fill in void space with compact ! ()USING CAS N TOP OF Li granular(sandy)soil free of large clumps of clay. I I / I 1 5)Install rest of system,&affix risers to adapters with I/ waterproof adhesive. [ I I /1 Pi D 4.4a' 6)Perform watertightness test in field as required by local I I K... / jurisdiction. 2 RISER i 7)Upon approval to backfill,carefully backfill w th native I I I' I soils over top of tank. TRASH CHAMBER 11 DIGESTER I ICLABL I I 8)Final grade the surface to avoid chanelling surface L -L _ _ - __ _-_J!--J water toward tank. ---', TOP VIEW r"=28R w AEROBIC TREATMENT TANK DETAIL FOR ...„:- 4. iiii:.N, .• Nu WA TER BNR-500 TREATMENT UNIT �r ENVIRO-FLO, INC. REVISED: �'� • Wastewater Treatment Technologies 3/01/12 .-.`.-...,. .„ °' P.O.BOX 321161,Flowood, MS 39232 (877)836-8476 (601)845-4716 fax scaLE: 1" = 1.4 ft. „`•` www.enviro-flo.net B t.e-ID 46 NU Wallt y A,dvCic,0r3d 7r(soTrs�u`a?Sysivma: By£nvirc-FloJ nc • • • I L______________.... 44 1 ._....._...., a ,I., r,.... 4'-i.rtN• i , L.. -44ss �cpUN 2025 \FNoIRp (2;s. I /-'© • 4- , . lil 4 I i, j N I k4 1 4 I(01 : yy�� I \I V , , I ' r c ej o 4 ! - r°,�_ gip; 1 0 a 110„.:11 011011/1111is 7-6 N. !,�• 1;1 `�� tiJ r , PARTS LIST NuWater NR Assembly Diagram J j A.DUAL PORT AERATORM.POLY DIFFUSER BAR(2' i► 47 B.3:8"RUBBER 90'WI CLAMPS)2) N.1"PVC(3 1/2"SECTION) •C.318"BARBED ADAPTOR X 1/2"NPT(2; O.1"SLIP CAP fill D.1.17 SLIP X VT NPT ADAPTOR P 118"CLEAR PVC HOSE(OPTIONAL 5; Q- c. 1"STREET'X 1/T NPT BUSHING(3) 0 1/2"PVC PIPE(BY INSTALLER') u2'so'ELBOW(3) R.1"PVC PIPE{BY INSTALLER) gri G.1"X 1"X 1i2'TEE S.2"PVC PIPE(BY INSTALLER) \h\�• H.1"90`ELBOW(3) T.1i8"BARBED ADAPTOR TO lie"NPT(2) . 2'X 1"BUSHING U. 1/2"STREET X 1/4"NPT BUSHING(2) I %-"(D J 2"SANITARY TEE V 1,2-PVC COUPLER.(2) K.1"PVC CROSS W COUPLER(BY INSTALLER; (' i 1"COUPLER(BY INSTALLER) , f Revised 2/25/12 &tutu Septic Dersictvo, Sue. ,LT NuWater BNR Pretreatment INSTALLATION & MAINTENANCE • �c� jr ;3;.�� Pressure Distribution Systems 51'0' 49 PAULA J0Y 03JOHNSON 'Lit VS 'i h�a.. 1. Install Laterals with contour of the ground. des 2. Install trench bottoms level. (o_20-ZS 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 drainrocklnative 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, contaa Cr _ o iak ller to discuss setting up a schedule for your required Operation& Maintenan c�'' ii r NuWater pretreatment system. AUG 0 5 �025 MASON COUNryFNVIRO QJq N��ENTAL HEALTH