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HomeMy WebLinkAboutSWG2023-00473 - SWG Application / Design - 10/2/2023 rn." . MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 S7 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: SWG2023-00473 APPLICANT REESE DELLA Phone: 928-273-4774 Address: 2855 N QUEEN ST PRESCOTT VALLEY, AZ 86314 OWNER REESE DELLA Phone: 928-273-4774 Address: 2855 N QUEEN ST PRESCOTT VALLEY, AZ 86314 SEPTIC DESIGNER PAULA JOHNSON -Arrow Septic Phone: 360-898-2255 Designs Inc. Address: 171 E VUECREST DRIVE UNION, WA 98592 Site Address: XXX E Hammersley PI Primary Parcel Number: 220185300098 Permit Description: 2-bedroom NuWater BNR 500 pressure system Permit Submitted Date: 11/02/2023 Permit Issued Date: 11/15/2023 Issued By: David Anderson Current Permit Fees Paid: $525.00 (additional fees may be required upon installation of system). Permit Expiration Date: 11/09/2026 (based on date of inspection) Permit Conditions: 1 Proposed development subject to zoning requirements and approval by the planning department staff per Mason County Title 17. 2 Permit must be installed by a Mason County Certified Installer unless prior written authorization from Mason County is obtained. 3 Drain field installation not to exceed designed upslope and downslope depth specified on design form. 4 Installer is responsible for obtaining Mason County installation approval prior to backfill of system components. 5 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to backfill of system components. 6 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for final installation approval. THIS PERMIT MUST BE ONSITE DURING INSTALLATION OF OSS. PROPERTY OWNERS ARE RESPONSIBLE FOR DETERMINING AND MARKING ALL PROPERTY LINE AND EASEMENT LOCATIONS. THIS PERMIT MAY BE REVOKED IF THE SITE CONDITIONS HAVE CHANGED SINCE THE SITE WAS INSPECTED AND DESIGN APPROVED. FINAL INSTALLATION APPROVAL IS REQUIRED PRIOR TO TEMPORARY OR FINAL OCCUPANCY OF ANY RELATED STRUCTURES. For Final Inspection visit: masoncountywa.gov/health/environmental/onsiteloss-inspection-request.php or call: 360-427-9670, extension 400. j I OFFICIAL USE ONLY DATE RECEIVED: MASON COUNTY lk 1 02 ..-D, c cn 01 COMMUNITY SERVICES AMOUIECEIV.D: I RECEIVED BY: CO cn _(J� 0 m Public Health(Community Health/Environmental Health; C N Tsrvt. t<�o 0I75 N6h so-4e-shekon.WA 96584 SWG �.D02-)3 — o R-3 z 70, ON-SITE SEWAGE SYSTEM APPLICATION D A m m n m APPLICANT PHONE Della Reese (928) 273-4774 zc MAILING ADDRESS-STREET,CITY,STATE.ZIP CODE I if 2855 N Queen St Prescott Valley AZ 86314 Cr co ' �* SITE ADDRESS-STREET.G.N.ZIP CODE \ E Hammersley PI ,(/\'��tU V� (t�' Shelton WA 98584 77 N NAME OF DESIGNER O �YJ��w 1 I PHONE CD I N �,` Arrow Septic Designs a NV 0 2 ?1) 3 Ill PHONE(3360) 898-2255 I o NAME OF INSTALLER 63 I _,. PERMITRM� CC TYPE(select one) BY:• O SINKING WATER SOURCE UOU RESIDENTIAL OSS I_.L COMMUNITY OSS COMMERCIAL OSS I _'PRIVATE INDIVIDUAL WELL 6 PRIVATE TWO-PARTY WELL Z I co TYPE OF WORK(select one) 7 PUBLIC WATER SYSTEM 01 gNEW CONSTRUCTION/UPGRADES REPAIR r REPLACEMENT OTHER DETAILS(select all that apply) 0 TABLE IX REPAIR 101 SUBMITTALS 0 SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE ICIDESIGN FORM(REQUIRED) SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE 0 I W 5 WAIVER(S)(IF APPLICABLE) 2 .22 Acre 0 o DIRECTIONS TO SITE AND SITE CONDITIONS:(ex rocked gate) Take Highway 3. Turn right onto E Agate Rd then left to stay on E Agate Rd. Turn left onto I o E Timberlake Dr. Turn left onto E Timberlake West Dr. Turn left onto E Skookum Dr. Turn r I o right onto E Hammersley PI. On the left will be a yellow sign reading "Reese". � I Co SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. OD OFFICIAL USE ONLY BELOW THIS LINE UPGRADE/FAILURE SOURCE(tor reporung purposes) 0 VOLUNTARY ❑MAINTENANCE/PUMPING 0 BUILDING PERMIT 0 HOME SALE ❑COMPLAINT 0 OTHER: II We OR SOIL ,,,.1t G7k5 [� _j o f$ It /frw ,J COMMENTS/CONDITIONS To z' 0- 45' 6741- fpAP elect• i 61 K 1,144 T t?5 WO 11-14: 0-314015 1 $:O - 3S°'' 6F51- NV a1 37" kr ' RECORD DRAVANG 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. .4 iNSPE T SIGNATURE DATE APPLICATION EXPIRATION DATE APPLI PPROVED!ISSUED BY DATE )(f/20 6 1( /7/70 Z6 , : I I/IS/70 I3 THI FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 127 20 15 DESIGN FORM-PAGE ONE Assessor's Parcel Number: 2 2 0 1 8 - 5 3 - 0 0 0 9 8 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: 11"X 17" •. PARCEL IDENTIFICATION Permit Number: SWG ;kin- 0:-- OCR 3 Designer's Name: Arrow Septic Designs, Inc — Applicant's Name: Della Reese Designer's Phone Number: (360)898-2255 Mailing Address: 2855 N Queen St Designer's Address: 171 E Vuecrest Dr Prescott Valley AZ 86314 Union, WA 98592 City State Zip City State Zip DESIGN PARAMETERS ` Treatment Device ❑Glendon Biofilter 0 Sand Filter ❑Mound 0 Sand Lined Drainfield ❑Recirculating Filter,Type: NuWater BNR-500 Other: 500 gallon pre-trash tank [if Aerobic Unit Make/Model ❑Disinfection Unit Make/Model Drainfield Type ❑Gravity lifPressure [if Trench 0 Bed 0 Sub Surface Drip Septic Tank/Drainfield Specification. Laterals Number of Bedrooms 3 / Schedule/CI ma 40 5 ;� ja9V{-J 50 ft- Daily Flow:Operating Capacity 270 "opdL_-9 I I Daily Flow:Design Flow 360 gpd piameter IUI 1.25 in Septic Tank Capacity(working) NuWater BNR-500 fal Number 4 Receiving Soil Type(1-6) 4 Scpration 5 ft , Receiving Soil Appl.Rate 0.6 /gpd/f2 Orifices Required Primary Area 600 7-ft? Total Number of Orifices 40 Designed Primary Area 600 %f}2 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 i Original Drainfield Area Slope 2 % Diameter 1.25 in New Slope,If Altered 2 • % Preferred manifold configuration used? RfYes 0 No Depth of Excavation Up-slope 12 in Transport Pipe from Original Grade Down-slope 11 - in , Schedule/Class 40 Designed Vertical Separation 12+ - in/ Length 40 ft Gravelless Chambers Required? 0 Yes 0 No fi+'Optional Diameter 2 in Pump Required? 111 Yes 0 No Dosing and Pump Chamber r Pump/Siphon Specifications Number of doses/day 4 v Diff.in Elevation Between Pump&Uppermost Orifice *5 ft Dose quantity 90 gal --- Drainfield Squirt Height/Selected Residual(head) 2 ft Chamber Capacity(flood) 1,000 gal Uppermost Orifice Fit(Higher 0 Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head 23.6 gpm lifTimer grElapse Meter GI Event Counter Calculated Total Pressure Head 8.71 ft If Timer: Pump on 2 minutes ,pump off 6 hours Comments \,l do ' Parcel Number:2 2 0 1 8 - 5 3 - 0 0 0 9 8 DES IGN FORM-PAGE TWO Assessor's Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch g Test hole locations g Drainfield orientation and layout Reference depth from original grade: gi Soil logs g Trench/bed dimensions and g Septic tank g Property lines critical distances within layout gi Drainfield cover ❑ Existing and proposed wells D-Box/Valve box locations Reference depth from original grade within 100 ft of property RI Septic tank/pump chamber and restrictive strata: ❑ Measurements to cuts,banks,and locations g Laterals,trench/bed,top and surface water and critical areas g Observation port location bottom ❑ Location and orientation of g Clean-out location 0 Curtain drain collector❑ Sand augmentation curtain drain and all absorption Manifold placement components g Orifice placement Other cross-section detail: iiii Location and dimension of gf Observation ports/clean-outs Ed Lateral placement with distance primary system and reserve area to edge of bed i Other Information 21 Buildings Ed Audible/visu l•'.i referenced Yes No Direction of slope indicator g Scale of dr on scale g 0 Design staked out g Waterlines bar .S `••: 4j ❑ g Recorded Notices attached Bi Roads,easements,driveways, It% �' 0 'Waiver(s)attached parking �, l,,,,..."(5. Gd ❑ Pump curve attached r-.b! 1 ❑ l'Evaluation of failure North arrow and scale drawing r��� •4* .i: • 5100349 shown on scale bar PAULA JOY JOHNSON' Non-residential justification l� ••l:K111SKtSp�j ❑ l Waste strength `'.�; � biy :f`�'` 0 g Flow DESIGN APPROVAL 1 The undersigned designer must be 'feed by ins ller at time of installation lif Yes 0 No I (-Z..-1, 3 - 0 . 4 Signature of Designer Date o�'"�N \;;, '= The undersigned has reviewed this design on behalf of Mason County Public Health andnilAed it to be in compliance with state and local on-sit gulations: 5 2013 1/Li$;i': o Z3 Noy 1 oNN�N�P`,,, r,T Date Nv\R Environmental Health Specialist N('( MASONtOU OsIP CAUTION: DESIGN APPROVAL IS VALID ONLY-UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved"by Mason County Public Health. I / / l ✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: z.c I Drainfield site conditions have not been altered to adversely affect conditions of design approval. Please Note: The system must be installed by a certified installer, unless prior authorization is obtained from Mason County Public Health. An Installation Fee is required. This form may be scanned and available for public view on the Mason County Web site. Updated Date: 12/7/2015 • _ _-- - — . V6 P 14 b TIMBERLAKE NO. 5 SECTION 18, TWP. 20N, RZW, W.M. MASON COUNTY , WASHINGTON I . . . I ... 0,...... , 7 dIlt0710-t." ..,,,. k 442, --------- I 8 0 4,"; ' ' '0,0 . Ar k 3, k 41/ 'ft.1,..s;,., e'• J.9 ,,,,i, ?E N ! aeAksein-P. 4, .t• • ....1:7 :::•• ' . 0 ...Z.......,It, t Z;e,,[0.4,0' s ,,,,,,, 4,0 I'.4... ,77,1;0Gre'.10 ........,,,, •V47,.. 4,6 ez 40 _ ---..... vilt i. , - _,.... 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' -;',••••,,, . • ..... 104- .. el .41$ • 004,00,-, <4 #If' 4 , . ti t--) 1 4., .,, 70 '' ,-41. • , is %:::,,,,,,,: z ..-„,,,,,, t , ..„, . .. .. -... .4 4 ,tto p .`"'• A, -*....., .., .,.. ,.. „ „. ?, ere T,,..:„....,.. • , . ,-.••• , 0 $ 4, ,,,,, -- e/ (4 , 41.1 e▪l • , • • # - 4 0. 4 ‘ •4, \ . -V A .1. , •vv• s,: ,,O, ..: 11 •*.c.:,/..,.., • 07 :1 • ;:- , , \ 4 'a 'P• '4// ' " ' ee' P •?.. —t \ - • §. ii‘ril' a - '; ' '-', \ ''' 619 - I 4.: 44. ! 't .4 a 4 - - ••••"4- - 1 a i !Col - -• ''4.4-.. °- '.',-44,-,.. ` • • " - ,,4 y" .`Avii'veir' '''' .'•i. 'C'''.'' 4 ..4. • .l' e..f SCALE:1..100' . ••.4 .4. I, 4 4 v ..,• - 'f * 46 1 . .f12.1—•-j---4.‘. .V..t,y....''.G.,k ‘,ie if.,, ? i,i . •/....,4 fl,v, 04, tt• vi'S„. '..4.,if/ ."4%,.. - kl.' i • +41 r' k ."4-4'-4.':a.t.‘V ' • I ,-l'.44 ,;44' l'i •=v•.,i1.i,v. \ P I: :,.... a ".-,• ../7 '. 'i -„,-.-,'" i,.... ,<ty , .., ev ,... e;:l." • : .14 -ft ,„ I — . ' , . 1 .......r.,...„, ,. AV1:::,67-40, .,.,-4:r., 4 t. 0 .'" /1..‘''''' '-." ilf0 iSNN) • + 4*Om • im.he rk 0 f.•/".._ i 1.0'1 A, .7‘. .4. • .,,../O+1. ..: -..,.. •0/ 0 ••• fro l'" ; I. / . ‘;.°Z r 1 r'r, t.. ''. :, 0# .. fi • ' te. -a. I -fi .4610(„ tc •7;*It ,. ,4,.,:t.0,4 A... 1.1‘0..>...J•,,,7.1•,•4.•.".;*1.:"w, 4-‘..4i., . * ..• a c ‘th070/'s-•4••5 ali v,t.L. 3- •: • f a. ... .4 itk' ; • a,1 •0 • 4ti tAn :,2t \ '.....%il 9.,..,,/,'• # i "10,5.,,,c, \ /;••: \\ -4...'. f — ..... .--. ...• / 4 . .e.fkonv y SHEET 2 OF 5 SHEETS rdi erAW .. . ......._—.. 1 . APPRovEL., NOV 1 52°2EN3TAL HEALTH MASON couNryENVI 2e D R 0Nfv1 g DuA - .....„ __ V SGctE : \ ..o' 1 1 1 1 1 G1 0 10 10 30 40 MIN 1.-7 b, ' CLOT PLAN M54 tNAT 9 ELt--k �.-" .S e_ IN .- .. i` I0`/ PARc.E.,L 2.20kZ-5S-000a8 43 E. }{-NsM E2S1,.`f P L (E. \ \ai. i \ \ 4 2.7.x..14, 3$R, 1-1vus E IX r' CO I \ nv C ...),/ \ ca 0 >_' R. I V ) to'— 0 F MIN ,r N v� r 2 MN © A ! 7t (n Cl * A y � o � O-TEST >hoLE . ti52." LS Roc- S -1-o . 00 2 'rl L L j 1'`10TC a:1 � SLO1PE 5Pill ;� 2"' ...ot" LS + RoTjS ""N 24-441' LS w I P o ck.6-T 5 8xi ot✓' StL`t;'9 SA- N➢ Poc -E1s sN1)4' gooTS. 120dT SNEL,? & 5-1 Mr1v 4cA'. 4k4N-r PO Gk.e--ts O F i q ,-1 , �oMPI�cTta�v -r Mort" ±.-3 0 -5 A" s ..ry SPIN P"/ (A) 3 Xp' p r irV1,0. df -'rC1n., S Lo f\M -ro McyrruEl) GRAy S t L I \ ,. Wvk1r�.1 r� V�( 5-� Y Lc�ttvk. �� 06} 0-3(o" Cv LS -i'o `t"LLL . ol.c a`C'f 1'1 .#5^' 0- 36 t14'' Si L'j y s L to 0 Audio-Visual Alarm A 15 232344":* 0500 Gallon Pre-Trash taki ON COUNTY ENVIRONMENTAL HEALTH 0 Cleanout NOV oft1 h� BNR-500 ATU Tank JA E 6 .. 'l O4 NuWater D ;,�� ,=:;:: . 51C0349 y O 1,000 Gallon Pump Chamber ��a PAULA JOY JOHNSON'; L�Ot=NS�tf1�>:Si �Iq" O6 Valve Control Box t.,-��S�--sa EXPIRE$ 1 3l 0 c.t 5a o -3 \Jobe.Cin.irot, Y , s 0 �c c��t.zs UMW maS. (.zs f702jejLtrLeS 3a rr � ' ...___7c__ec_,____:__o, 5(7, i:z1 ( " _ f r ell(� N VN 52�0E2N3A H` Nap'° iZ c��C 61A6ON COoCPrzIsSwnE EA LTH t , i i 8^‘ 6 �r (if( 1� i2 2 t �Z CSC' 4". J t.' _I_ c..t- --6 I rof ir" X 4 1444 .**3.1' �- al cn�J K3�_ �� \j C 5700349 �`rJJ /� �A. PAULA JOY JOHNSON.Ts\ J 2 i+ .�sn S>:d b�S�iGN l c •( r s TI51 AL �.A — —T-es - . .. . SCREW ON CAP NOTE, 45 DEGREE ELBOW OR O=OBSERVATION PORTS--TO BE 4" LATERALSWEEPING 9� PVC PIPE FROM BOTTOM OF TRENCH TO FINISHED GRADE. REMOVABLE END OF CAP SHALL BE INSTALLED ON DITCE- Lj, OBSERVATION PORT PIPE. GLUED ON DETAIL CLDLT TEE AT BOTTOM. CLEAN IN SYSTEM. MINIMUM OF 4 NOTE, CLEANOUT TO BE FROM 0 TO 6 LATERALS ARE TO BE CENTERED. INCHES BELOWDS FIHNISHED SHE GRADE. OUT IN TRENCHES MARK REQUIRED AT END OF EACH LATERAL. 50 ' TRENCH END MANIFOLD (600" ) ORIFICES (io OC ( ip pRZFICES� 30"FROM MANIFOLD 3D' FROM ELBOW 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 Total#Orifices 40 GPM = 23.6 �COUNTY��NOV 15 2623 R .: Dynamic Head Calculations MAS ON fN y�RO Selected residual pressure: 2 ff.DJO NMENTAL HEALTH Length (Ft.) #Orifices Transport Pipe 40 40 0.40 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. 1 Lateral#4 50 17 67 10 0.37 ft. Total Elevation Lift 5.00 ft. Total Dynamic Head 8.71 ft. ' SECURED LID WITH GAS TIGHT SEAL THREADED UNION 24'DIAMETER . ACCESS RISER SERVICE VALVE` FINISH GRADE (-- -- — t t 1.' 1--—+TO ORAINRELD FROM SEPTIC • TANK — } EMERt3ENC1'STORAGE -- ALVESIPHON HIGH WATER ALARM LEVEL INDEPENDEI/T NORMAL TIOFF LEVEL I WORKING VOLUME I FLOAT STEM ri A, t FOR FLOAT Q" ! MOUNTING ENCLOSED PUMP CHECK VALVE• SHROUD• r- —� •r > r• SEDIMENT `� _ - �• ,��rj��h 18 r._ SUBMERSIBLE `� i''. '.�P J 8EDIYENTS �s f.t1I 11 CENTRIFUGAL Iii "': �- : ' PUMP .4 51CU349 ..A`rl , • APA 1;14 JOY JO 60 iari " : .. 'AS NEEDED Septic Tanks must meet standards required by WAC chapter 246-272C and FIGURE 2 manufacturer must be on Dept of Health list of registered sewage - 5 • ' IU ..............1:r.:-_41211_All Page 35 of 65 137 139 • Bronze construction available(139 series) 15 4r • 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 F, PUMP PERFORMANCE CURVE performance is critical, this robust iw■� MODEL13m<a145 family of pumps is known for reliability, " 9 ,■.■■■■■■■ durability and performance. These iti _ � ,■■■■■■■■. pumps are especially suited for harsh C environments. Zoeller's coot run design and corrosion resistant powder coated ■,�■u::: c p epoxy finish add up to a long-lasting, ■■,'■■� •11 trouble free product. u ,"�■■■■.■ rn 1 ,: w ��\►�����:� c ij APPLICATIONS: -n • STEP or onsite applications u ■■a UaU r- • Water transfer4 n ■■■1,�■■. m Y � Z • Light commercial dewatering n■u auu "1 SPECIFICATIONS: ■■_W1'.■■ • 1 1/2"NPT discharge O ' ., ■ ®■ ■I1 UU • 1/2 HP through 1 HP MADE IN THE USA ' ■■■■■„■',■ • Available in automatic or nonautomatic USING YAJURIY UFUStNI1lE • Model 137.139,140:1/2"(12 mm)spherical solids . s .11■■■11■■©® - .. . m x a SE 60 m IS x 'CO capacity with vortex impeller _ �a.• • Model 145:3/4"(19 mm)spherical solids capacity with „ max• E" 15ze56 VS vortex impeller NOV 15 2023 11 1i 15 ref r MASON COUNTY Eg IB ills�!ENTAL i PERFO' ANCE CURVE Ga MOD 151 52/153 Dose-Mate DAr etu1\1 ale 50- This is our fastest growing line of effluent 14 45 153 pumps.The 150 series is truly a workhorse designed for reliability under extreme 12 40 conditions in an effluent environment. 150 series pump curves cover a wide range - = 10 35 152 4 of applications. They are well suited to 30 applications with low pressure pipe(LPP) > 8- 25 151 and enhanced flow STEP systems.Zoeller's c. cool run design and corrosion-resistant, 0 6_ 20 powder coated epoxy finish, in addition to the hermetically sealed, oil-filled motor 15 and non-clogging vortex impeller add up to 4J a long-lasting,trouble-free product. 10 O 2-i APPLICATIONS: !% 5 • STEP or onsite applications ^ �'* 0 MADE IN THE USA 10 20 30 40 50 60 70 80 90 100 • Light commercial dewatering USIMRAl1AJURIRINll.SLUMFEMF GALLONS LITERS 0 40 80 120 160 200 240 280 320 360 SPECIFICATIONS: ��G Fww PER MINUTE 014508 • 1-1/2"NPT discharge • 3/10 HP through 1/2 HP rm • 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 zoellerpumps.com 9 IpIG • Ly'p gad Nvria va+ SIN :379.0s '699t'L99 209fi) :)CV d 899/-L89 (09£)) 3NOHd w N•�•p 40986 VM'osmotic 3111YS L60£XO8'O-d yss�l oo� :k$a Q .0Nl ONIU33NION3 >13 „ N8... • u wii lt zj i°JOl#4 .. o Y 4, Yy j� !'s I t C. v'' L•,3 -, 125'-5 3� III i 3��H1 7!_tn)04 2 x .` 3f� i I G0 .5 - 'S I i tar bi F< LC') I +. '�9s t ., tuj�+ W rtr 1 t . 1 ' 1. t i ,r ry tar y".-6, F I � L �_ 5�3 Zvux t ,;-ice o--�s j clrs i Ci 'C.' Yy _. ti '-- IT{ i f lr4 fi ,.;v � � i Rr r,-rah C. l `A i ��c �i?��A3g3 ;� ._. _ t0:4§8 Z j1 qi p£ i —mac a • i s la } ;t L .A� ;'tea 0 L'' a YI � i.91 g 16 zYa a i y i,Q- ..Ly .i H 7„ / :I= t �vr ggz3 f ;� ' 2 l�i o-6�rvf::_„=OCR • i= L'.. s" ''J7=;� q:�y�a.}`1 n� a oa $ �' i 9 14 WI if, ; $ t11WA,o , ,i t4gp IW Eft I Ii � 1t. 4 . ;. B,� � = i;- eaat, � • Ts M a �,� ., �4V it - 4 41" g co I I itg tv Z` .,) ' a I 74.T G '3 i~. 'Oaii2N1 c'•4, wit"; ' e1y zg; 9-r / DUAL PORT AERATOR WATERTIGHT LID VENT(typ) i RISERS(TYP) l ` 1 IsI 36.MAX. 1'PVC(TYP) \ f==:), TA. , 1/2'PVCI MASTIC I1 cy- AIRLINE'' i T Ri 4• j i _ ._ `_ I } 2'COUPLING I ' , r i 8 REDUCER 6' ^J — ! _ -,r 2'TEE' �� 11'PVC SLUDGE -N,,,,,N. b 1 12' I RETURN UNE z•PVC J J' TRASH CHAMBER DIGESTER CHAMBER CLARIFIER OPERATING CAPACITY:417 GALLONS OPERATING CAPACITY:421 GALLONS CHAMBER FLOOD CAPACITY:490 GALLONS FLOOD CAPACITY:494 GALLONS 160 GALLONS FLOOD:191 GAL.: 65• i 58' / II 54' ,I �• 53" 1 36' °° °, ° ,, f 1.xlir ° ° i TEE • _ /r 12• • -DIFFUSER BARS(2) �• PARALEL TO TANK WALL 4- i -/ 3• SLUDGE RETURN * \ Y. // ..1.5'TAPER -74 SIDE VIEW -1.4 ft STONE-FREE NATIVE SOIL OR COMPACTED SAND I INSTALLATION INSTRUCTIONS OVER STONY SOIL NO V 15 2023 1)Excavate tank hole with vertical walls to 1 foot larger thantank on all sides. h1AS0 2)If bottom of hole is stony,install 3"of compact sand&levely 8 2. N COUNTY FN��jn`I ENT out with screed. __ — —— —D HEAL; 3)Install tank in center of hole,keeping 1 ft.void space on 7 r all sides. I 24'RISERS P) 24•BLOWER 4)As tank is filling with water,fill in void space with compact ! oUS/NG CAS granular(sandy)soil free of large clumps of clay. \ TOP OF LI 9 r I i I ( \ I 5)Install rest of system,&affix risers to adapters with I I I 111 I waterproof adhesive. E I I �; ;' I D 4-8' 6)Perform watertightness test in field as required by local jurisdiction. I I 124 RISER I I 7)Upon approval to backfill,carefully backfill with native I I I I Soils over top of tank. I TRASH CHAMBER I I DIGESTER I ICL BErz-aI 8)Final grade the surface to avoid chaneiling surface L -L _j L _ _j water toward tank. TOP VIEW 1",28 R AEROBIC TREATMENT TANK DETAIL FOR �f4� :ip. NuWATER BNR-500 TREATMENT UNIT • It♦j. ENVIRO—FLO, INC. REVISED: \son, , Wastewater Treatment Technologies 3/01/12 ::...,`°,s,,,,,T„•, '.:::•;:' P.O.BOX 321161, Flowood, MS 39232 SCALE: :•�•.• (877)836-8476 (601)845-4716 fax 1 r, = 4 www.enviro-flo.net ! IL! W a !�F" _ +Tis Sv c L4nm'am .."'w....mi 70!--441 ��� NOV 15 2023 1 �. LIASONZ'6UF ENVIRONMENTAL HEALTH •-...,DJA ' o I a r%4.--" ,i1/4.1te#N.-sce j (0 , +r . A4NNIL44%1‘.. lill I. 41) [11] 0. � �r C I I rt I Q LT3 <DI 4.) -1.c 1 C. ilk Akt Itr lib ri, L 1 r?... ,-(E) ,,-( :0 Nit*. 0 i ram, •-rJ (;) .4% IMO 411. PARTS UST NuWater NR Assembly Diagram I A.DUAL.PORT AERATOR M.POLY DIFFUSER BAR(Zj B.3i8'RUBBER 90°WI CLAMPS(2) N 1"PVC(3 1,7'SECTION) C.38"BARBED ADAPTOR X 1/2"NPT(2; O.1"SLIP CAP 01 D.1/2"SUP X 1/2"NPT ADAPTOR P 1/8"CLEAR PVC HOSE(OPTIONAL 5') O E.1'STREE'X 1/2"NPT BUSHING(3) 0 1/2"PVC PIPE(BY INSTALLER_) It it1!2"90`ELBOW(3) R.1"PVC PPE(BY 3NSTALLER) G.1-X 1"X 1/2"TEE S.T PVC PIPE(BY INSTALLER) ai H.1"90°ELBOW(3) T.1/8"BARBED ADAPTOR TO 1/4"NPT(2) v 12'X 1-BUSHING U.1/2"STREET X 1/4'NPT BUSHING(2) j .1 2 SANITARY TEE V 1/2-PVC COUPLER.(2) R; K 1"PVC CROSS W 7'COUPLER(BY INSTALLE L 1"COUPLER(BY INSTALLER) , Revised 2/25/12 9 . • 1V IA%ammo Septic 2 esigtvs T. NuWater BNR Pretreatment f ��l ' INSTALLATION &MAIN TENANCE ' , Pressure Distribution Systems yer,..7: 514349 PAULA JOY JOHNSON 1. Install Laterals with contour of the ground. 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 plotpldrnainronk/nativeed at distal so 1 interface. Glue of lateral in drainfield with bottom extending to th "T"to bottom so Observation Port cannot be level.vily removed from ground. Install removable cap on top of port at finalgradesoil smearing must be 5. Install drainfield during dry weather and soil conditions; any 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. T - . NOV 15 2023 MASON COUNTY ENVIRONMENTAL HEALTH DJA