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Home My WebLink AboutSWG2025-00021 - SWG Application / Design - 1/23/2025 415 N 6TH STREET,SHELTON,WA 98584 " MASON COUNTY SHELTON:360-427-9670,EXT 400 Lr 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: SWG2025-00021 APPLICANT PAULA JOHNSON* Phone: 360-898-2255 Address: 171 E VUECREST DRIVE UNION, WA 98592 OWNER . PETERS RAMON & MICHELLE Phone: 253-212-0271 Address: 7108 164TH ST E PUYALLUP, WA 98375 OWNER APPLICANT Ellis, Christen Phone: 3604316716 Address: P.O. Box 241 Kelso, WA 98626 OWNER APPLICANT EMPIRE HOME CONSTRUCTION LLC Phone: 360-751-8062 Address: PO BOX 241 KELSO, WA 98628 SEPTIC INSTALLER ALLAN KIRK* Phone: 360-426-0574 Address: 30 E WILCHAR BLVD SHELTON, WA 98584 Site Address: UNKNOWN Primary Parcel Number: 320165305023 Permit Description: New 3bd ATU to pressure trench Permit Submitted Date: 01/23/2025 Permit Issued Date: 02/12/2025 Issued By: Rhonda Thompson Current Permit Fees Paid: $825.00 (additional fees may be required upon installation of system). Permit Expiration Date: 02/11/2028 (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 Drainfield 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/onsite/oss-inspection-request.php or call: 360-427-9670, extension 400. OFFICIAL USE ONLY MASON(�Tq[/•'�) yy7''7t ��-1�y(J DATE RECEIVED:[ 1128/2 5 •i5 1'x,>.{7 W e. 191i aS�.JN COUNTY i a 1 AMOUNT RECEIVED BY: c pf •,I, COMMUNITY SERVICES $825 online sa m O .rte a - Public Health(Community Health/Environmental Health) 2025-00021 5 23 ?.P`l 475 td Sth Streit•Shelton,WA 98584 SWG ON-SITE SEWAGE SYSTEM APPLICATION m 0 PHONE APPL!CA.NT David Duval! (360)751-8x62 0 c Empire Home Construction CD 4i. c MAILING ADDRESS•STREET,CITY STATE,Z!P CODE Kelso WA , $626 0 23 P.O. BOX 241 ,-*- . • SITE ADDRESS-STREET,CITY,ZIP CODE Shelton WA 985$4 - co 31 E Sherwood PI PHONE N NAME OF DESIGNER (3g0)gg8-2255 CD PHONE Arrow Septic Designs �' NAME OF INSTALLER (360)490-3144 c Mason County Excavating CRINKING WATER SOURCE. O PEiiit RMIT TYPE(select Lone) E () it[L RESIDENTIAL CBS IICQMMUNITY OSS COMMERCIAL OSS `PUBLIC WATER PRIVATE SYSTEM_ PRIVATE TWO-PARTY Y WELL TYPE-OF WORK(select one) OTHER NEW"CGNSTRUCTION J UPGRADES REPAIR i REPLACEMENT a SURFACI sot=ali Ma: '� REPAIR NG SEWAGE E3 EXISTING FAILURE 0 SHORELINE O3 SUBMITTALS LO':SIZE IDESIGN FORM(REQUIRED) 4SEPTIC DESIGN(REQUIRED) BEDROOMS 3 BR .38 acres r Co r Co WAIVERS)(IF APPLICABLE) DIRECTIONS TO SITE AND SITE CONDITIONS;/On.!ocketl Bate) (1 ( to Go out Hwy 3 and turn (R) onto E Agate Rd.Turn (R)onto>EE sign:Crestview"Dot r. Turn (R)24 onto E Q Pkwy N. Turn (R) onto E Sherwood PI. Destination on (L). g = -a CD N N W I tV 4:4. W SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. OFFICIAL USE ONLY BELOW THIS LINE t, UPGRADE I FAILURE SOURCE(for reparting purposes) 0 VOLUNTARY 0 MAINTENANCE/PUMPING 0 BUILDING PERMIT 0 HOME SALE °COMPLAINT 0 OTHER: COMMENTS/CONDITIONS INSPECTOR SOIL LOGS TH1: 0-28 GSL with roots, 28+ till TH2: similar ,v RECORD DRAWNG AND INSTALLATION REPORT SOIL CODES: REQUIRED FOR FINAL APPROVAL. V=VERY G=GRAVELLY S.SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS DATE APPLICATION APPROVED'I55' nn'* INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE EH APPROVED 2��W' t 2/11/25 2/11/28 Rhonda Thompson 02/12/2025 THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 1217;2015 •4, DESIGN FORM—PAGE ONE Assessor's Parcel Number: 3 2 1 0 6 - 5 3 - 0 5 0 2 3 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 ••ier size: 11 X 17' ,i t s ; ...m�,"a:, rtd 4;AlRCEL`_I°DE Ir CATIOI ... .w. i 4:�a.. Jt s ,fix :a'4»e.. ,.. . ,sa �. n �s,'�.�.�.��.�, � �.v,z��k.,_.. .. ..��, - � Arrow Septic Designs Inc Permit Number: SWG 2025-00021 Designer's Name: (360)898-2255 Applicant's Name: Empire Home Construction Designer's Phone Number: ;,k, P.O.Box 241 171 E Vuecrest Dr Mailing Address: Designer's Address: WA 98626 Union, WA 98592 City State Zit Kelso � m City State � , .. '.','I t ;, ptSIG i;'A TER ,. Treatment Device ❑Glendon Biofilter O Sand Filter O Mound O Sand Lined Drainfield O Recirculating Filter,Type: NuWater BNR-500 O Disinfection Unit Make/Model Other: I�Aerobic Unit Make/Model 1. Drainfield Type O Sub Surface Drip ❑Gravity Et Pressure l 'Trench O Bed Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 3 Schedule/Class 40 Daily Flow:Operating Capacity 270 gpd Length 33.5 ft Daily Flow:Design Flow 360 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/ft2 Orifices Required Primary Area 600 ft2 Total Number of Orifices 42 Designed Primary Area 603 ft2 Diameter 3/16 in Designed Reserve Area 603 ft2 Spacing 60 in Trench/Bed Width 3 ft Manifold ' Trench/Bed Length 201 ft Schedule/Class 40 t°' Elevation Measurements Length header ft Original Drainfield Area Slope 3 % Diameter 1.25 in New Slope,If Altered 3 % Preferred manifold configuration used? Gir Yes O 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 90 ft Gravelless Chambers Required? O Yes O No liOptional Diameter 2 in kt, Pump Required? Elf Yes O No Dosing and Pump Chamber Pump/Siphon Specifications Number 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(Hood) 1,000 gal Pump controls:Please check those required. Uppermost Orifice ffeHigher O Lower than Pump Shutoff Capacity @ Total Pressure Head 24.78 gpm Fil Timer RiElapse Meter f 'Event Counter Calculated Total Pressure Head 15.74 ft If Timer: Pump on 2 minutes ,pump off 6 hours Comments EH APPROVED Rhonda Thompson 02/12/2025 i 'R, DESIGN FORM—PAGE TWO Assessor's Parcel Number:3 2 1 0 6 -- 5 3 -- 119_2_3_ Permit Number: SWG 2025-00021 DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch g Test hole locations 67! Drainfield orientation and layout Reference depth from original grade: g Soil logs g Trench/bed dimensions and g Septic tank critical distances within layout @( Drainfield cover g Property lines g D-Box/Valve box locations Reference depth from original grade ❑ Existing and proposed wells and restrictive strata: within 100 ft of property RI Septic tank/pump chamber ❑ Measurements to cuts,banks,and locations 6i'f Laterals,trench/bed,top and surface water and critical areas l2i Observation port location bottomCurtain drain collector ❑ Location and orientation of G� Clean-out location 1:l❑ Sand augmentation curtain drain and all absorption lil Manifold placement components It Orifice placement Other cross-section detail: R Location and dimension of CI Observation ports/clean-outs El Lateral placement with distance primary system and reserve area to edge of be ., Other Information RI Buildings RI Audibleivi a referenced Yes No Pi Direction of slope indicator 21 Scale of ing•• wn on scale C� O Design staked out .r�t!', . f.r O C1 Recorded Notices attached Waterlines bar , .oc tllig, j attached t, RI Roads,easements,driveways, _ . X;1N ❑ C Waivers) . `� 2 0 Pump curve attached parking # �t, + , 0 gEvaluation of failure North arrow and scale drawing gi.,`• s14 349 4'i:• shown on scale bar 0 PAULA JOY JOHNSON ' Non-residential justification L1 a81:b lr l' i04gil^ 0 [1 Waste strength ec r� i .. ❑ g Flow S DESIGN APPROVAL The undersigned designer must titled by i staller at time of installation RI Yes ❑ No Signature of 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. EH APPROVED Rhonda Thompson 02/12/2025 Environmental Health Specialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved"by Mason County Public Health. The Onsite Sewage Permit has not expired,the Permit Expiration Date is: 2/1 1/28 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 uJ t •• • -V-1 6 Pg 130 o 1 z t S. • SHORE IJST ' ' T]F. RRACE--"Nk T . ; F TR r' ,L t l. 1 '• o •, ' 88 NCF6 hu4.44te UNB 5E 1IOW 16 'WP. Z0 Ralf• 3 W. W,VI, N < i r7). m 1..S 404.4I' E-mg'^•• Nii t?`i.`3 05.10 --- 1 ; cn / . CUEVE DATA SCHEDUL.I HSC 331'3.44:a,tb••-,... ':5uevEYQI1S CEr IFICATE,, u a 0 6 L T Not°a t,f .oa'a`—...� t?i 4 ,{ ' l _. ;N 7 H4RF:6Y CEI T.F_T.THAT,TN4 PLAT Of-SibTAM.•-4,0 ILYYtLSL� 4640' 1 • {.t 5430', . 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CN58plPN 90440 CF C00NOT • iI a a r 1 • r - COMMIS S:013025 A I4T ��4 1 • c. LA.M it •• ... .. .R•E NT PLACE R s 0'Pi aa•x 30 "7,71: t i „ . I 't POW 041F1 TH940 ALL STATE 648 COUNTY TAXES • A f' c4' 45`•• ,s .3 e, ' - f HooETOES!3t 1.03786 5445461 TH_04000401 0,1001030 ..4„ '�.+.„ e 4 5{0540$3 622055(40 TO THE'000X0 488 3E COCOS'r my t 2! 26• 27 _7 d .. 4g•'?0` �j - J T - I ;.• ' 4 4840444 Y4'64644 0040408 :90806040HAECO,INCL4K�IN5 eY, a4, r`r R 1844401`A` • t -'l96� 14433.0. 04 • - .: - \ t 350.24334 00 e84E38 c00KT1' • 200. z - t • ;.o'4 524411 24'l 25. 2? • 21 ,.E •';.t •/Il 'T R CREO FR 40 4680204T TT ,, 1.��P =r+ ( yt A N _ C•�✓ t G' ... ' t t E THs5..At_ 44443E Aw*...._..._._..75,«z_-AT x� e-' _ 41 .4 44 r. 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ONOA ' €i0 ' Z". / / i 7 / ri 77 ' 1,wa/A.A-3.‘ DL,. . \oki'40- / I i , EH APPROVED i i i / i iD�venin � Rhonda Thompson 02/12/2025 1 41 §, .41 IQ i--1 ?ctt,QoSg-D '6 131 iQ . 2-3` % 5(01 'i . Q f1;&-.Y..• 5100349 `� ►7 %, CO ,,..4,76'5" PAULA JOY JOHNSON 611\ 1R'iRes y�r�1�7J! /per /Z 0 \ pf,o,l•J t tt t `1 � f o , s pc ,gvp 50 ? E L .--- 110 ' R. S cI 1_ : 1," r 2c? r t s 1 !i D tC> Z� "3'M 4:O Qt-CS"T" 9 L.014.4 S 1) Audio-Visual lance 5fru'r - L k&t-c.E C. srRv c t-t5 N 0 Cleanout 500 Gallon ps e-Trash tank—n o S .12c O P L L.�l a�4s P i$ co�ett ₹�- +.{f.5 tt`� c NuW ester SNR-500 ATU Tank' C'C'cF.—L--C"c,FJ \)...A o sst4 (7\4( -.1-4-5--ST ' ( } 1,000 Gallon Pump Chamber \'-\ P () Valve Control Sox 2.7" 51k. r ¢o tilt , \na 120 ci �P- 9.,. `t `N9 iL f'r`o - . Zt 5 Z-Z7--- . \-15 t"." EH APPROVED • ® Rhonda Thompson 02/12/2025 C 9,,9,,, O { r 2.0' , l ''. _aol_ ,----veryfr.,_ 1 �____ , ' of° �.{ 01gq XO1 ;, 5e� ti y t' G1C:t34O }tly 1 7 t• PAULA JOY JOHNSON.! : Ot9t $ Y EXPIRES /1 o, Sc t„ =0.. . $ k t • U /o. 2 ' i 1 ) NOTE, i lot O=OBSERVATION POR S--TO BE 4" �f �tP PVC PIPE FROM BOTTOM OF r�'tC.�1``t•(�-L'IK TO FINISHED GRADE. REMOVABLE 6 Ui LAP SHALL BE INSTALLED ON \ .` �- Q ,2 . i,'_;SERVATION PORT PIPE.& Tee on bottom (giu?d) . , G'Y'P` TOTAL OF (Q IN SYSTEM: °L�S,3 \,,t,^� t .aa tl.5 • p,c+"` Q *------SCREW ON CAP% yztt \\ f,tl yi- 3e-oe1 .�' i7•4 \ 45 DEGRE:: ELBOW/4 3b" ,t END OF iJ.' er;�f'�'= THE GO :0 /g••••o- ',74 j DETAIL �*�1Y iL�tJ's�. CLEAN OUT LAfr .r . t} NOTE, CLEANOUT TO BE FROM 0 TO 6 INCHES BELOW FINISHED GRADE. MARK ENDS WITH REHAR CLEAN OUT f)(�R ti jam(- F t,;C� V!E U�j REQUIRED AT END OF EACH LATERAL_ N -5. • Length Length Orifice # Distance from Distance from Spacing Orifices Feeder Line(In.) Cleanout(In.) Lateral# (In.) (Ft,) 7 21 21 1 402 33.5 60 21 21 2 402 33.5 60 7 21 21 3 402 33.5 60 7 21 21 4 402 33.5 60 7 21 21 5 402 33.6 80 . 21 21 6 402 33.5 60 7 Total Lateral Length 201 I42 I GPM= 24.78 EH APPROVED Total#Orifices Rhonda Thompson 02/12/2025 Dynamic Head Calculations 2 ft. Selected residual pressure: Length(Ft.) #Orifices Transport Pipe 90 42 0.98 ft. Feeder Total Lateral Line Length 0.10 ft. Lateral#1 33.5 2 35.5 7 Lateral#2 33.5 11 44.5 7 0.13 ft. Lateral#3 33.5 20 53.5 7 0.15 ft. Lateral#4 33.5 2 35.5 7 ' 0.10 ft. Lateral#5 33.5 11 44.5 7 0.13 ft. Lateral#6 33.5 20 53.5 7 0.15 ft. Total Elevation Lift 12.00 ft. Total Dynamic Head 15.74 ft. SECURED LID MTH GM MGM''SEAL. THREADED UNION • 24'DIAMETER . • ACCESS Risen . FiNISH GRADE VALVE* ', N — I 1---:•-•-=—>SO ORAINFIELD 4 . F HIGH . EMERGENCY STORAGE i. ARM SIPHON WATER ALARM LEVEL D. -- L . ----_ NORMAL las'i�it a s yJ 4 i `- l r SHROUD Cj_ �f 1 ECK ' arj aQ S/rl ,��.� s. I SUEIDVARSPirre 30347. ! O PAULA JOY JOHNSON.`� PUMP :1 T PUMP� �� EXPIRES_U 15' i-3 Q 'AS HEEDED 72C Septic Tanks must meet standards required sewage 2�and F0G1�R manufacturer must be on Dept of Health list of eg s B WA C t i Publication#337-022 'Page 35 of 65 7 EH APPROVED Rhonda Thompson 02/12/2025 '' 1,11 • Bronze construction available(139 series) • High head version available(145 series) ' ,�'L�` . r.` • Double shaft seat versions available for added protection on models 140/145. Flaw-Mate For more information,see Technical Data Sheets FM2782,FM2783. In high head dewatering or effluent applications where pumping c DWt-0P PERFORMANCECURVE performance is critical this robust �� s t. mooEL131I14WIAS amilyofpumpsisknownforreliability, g * �° durability and performance. These .�„•"'•'`p pumps are especially suited for harsh a ' �1�� environments.2oetter's coot run design s ° , , V 4 and corrosion-resistant,powder coated . • � 1 �g * 56 ■ ■■.■� - epoxy finish add up to a long-lasting, - , trouble-free product jfi s ri,,,,,?--4.'veq ° tifl APPLICATIONS :�° „_ e • STEP or onsite applications • Water transfer . ° I • Light commercial dewatering ° ;;I!IIIII i NI �fi SPECIFICATIONS: 's • • 1-1/2"NPT discharge gtir • 1/2 HP through 1 HP ,h MADE IN THE USA ' .■.�■"■ USliIAYl+NOIITYIfLUSCOMIlr =-! • Available in automatic or nonautomatic � ' ..■■■®■.1� j,az • Model 137,139,140:1/2"(12 mm)spherical solids ° m ° r; ,� capacity with vortex impeller , li'FSS� y �6i A 4• Model 145:3/4"(19 mm)spherical solids capacity with R Pa1:,x ^.52,C,FA vortex impeller G-4^zy Y i r i' fs- p�? ; , A,',2:x .__... PUMP PERFORMANCE CURVE MODEL 151/152/153 Dose-Mate _ , ED- This is our fastest growing line of effluent Fer. "' as ' pumps.The 15O series is truly aworkhorse '. I i designed for reliability under extreme - 12— a° conditions in an effluent environment. . ,)*. 15o series pump curves cover a wide range . 1a- a" 152 ! I g i of applications. They are well suited toe° ` 30 , applications with low pressure pipe(LPP) ,. $ g_ 151-N,,,, and enhanced flowsTEPsystems.Zoelter's a 25 coot run design and corrosion-resistant, 0 6_ 2° NI\\X \ I powder coated epoxy finish, in addition to the hermetically seated,oil filled motor rs and non-clogging vortex impeller add up to a- a long-Lasting,trouble-free product. 10 APPLICATIONS: s I • STEP or onsite applications MADE IN THE USA 10 20 30 an 50 so 7° to so 10° • Light commercial dewatering ItllAP.AJOOOYO!laCORM GALLONS SPECIFICATIONS: LITERS 0 4 go i20 ik.o 200 210 760 370 360 ;M FLOW PER MINUTE 0ig8G6 • 1-1/2"NPT discharge o • 3/10 HP through 1/2 HP M • Available in nonautomatic or with a variable levet piggyback mechanical switch • 1/2"(12 mm)spherical solids capacity with vortex thermoplastic impeller For more information,see Technical Data Sheet FM2784. ©Alt rights reserved. ZOELLER PUMP CO. ( 502-778-2731 1800-928-7867 ( zoellerpumps.com 9 le? 6,i. cf g,_2. "" DUAL PORT AERATOR-, I WATERTIGFT LID VENT(typ) r_ .� RISERS(TYP) , ._.. - " " ri-----07 3fi'MAX. S 1^PVC TYP) 'I I 1 o0 112"P11Ci MASTIC s � AIRLINEI —, ' r--+ 2'COUPLING i i ! &REDUCER 6" S , � 2`TEES 1"PVC SLUDGE 12" RETURN LINE ! I I 2^PVC t DIGESTER CHAMBER CLARIFIER TRASH CHAMBER OPERATING CAPACITY:421 GALLONS I i CHAMBER 1 OPERATING CAPACrr t:417 GALLONS 16{}GALLONS } FLOOD CAPACITY:490 GALLONS FLOOD CAPACITY:aS4 GALLONS iFLODD:191 CsAL.1 65' 5E• j 11 50" j i 53 54" I , , �; . . . 1"K1r2" EH APPROVED 3!• , o e0 /° Ii I TEE Rhonda Thompson 02/12/2025 l > . - 4 I I Is I: I I 12' I 1 I --DIFFUSER EARS(2) I ) 0 PARALEL TO TANK WALL 4" I I -^� } --'t "� "Il • 3° SLUDGE RETURN \ �/�!/ / 1.5"TAPER -447,4 SIDE vIEW �� 1'=t.4 ft STONE•FREE NATIVE SOIL OR COMPACTED SAND 1 INSTALLATION INSTRUCTIONS OVER STONY SOIL 1)Excavate tank hole with vertical walls to 1 foot larger than tank on all sides. 2)If bottom of hole is stony,install 3"of compact sand&level k 9'-2' X out with screed. - --- 3)Install tank in center of hole,keeping 1 ft.void space on 1 all sides. I 24'RISERS t P} °4'BLOWER 4)As tank is filling with water,fill in void space with compact ( �F OUSING easr i granular(sandy)soil free of large clumps of clay. ,I r______,, ,..._______7NTOPOPLI 5)Install rest of system,&affix risers to adapters with > waterproof adhesive. I 1 `, a's° 6)Perform watertightness test in field as required by local ', Jurisdiction. i' �12°RISER i 1 ,7)Upon approval to backfill,carefully backfill with native , I i I i; I soils over top of tank. i TRASH CHAMBER (I DIGESTED I I Ci AR1RERI 8)Final grade the surface to avoid chanelling surface L L,_ water toward tank. N. TOP VIEW =asK AEROBIC TREATMENT TANK DETAIL FOR �N 4„ , Nu WATER TER BNR-500 0Q TREATMENT UNIT f: 1ENV IRO-FLO, INC. REVISED. 3/01/12 ter m\ raiii jilt., g''4 Wastewater Treatment Technologies r '`f° �:- P.O.BOX 321161,Flowood,MS 39232 scats. �; `'' (877)836-8476 (601)845-4716 fax www.enviro-fro.net rr , 1.4 . , V= ri if t IYAIIIIIN* i,--"'- A411 cxr+3ccd TrocArrvcxr:x Synfvrne,Sy Ervira-Fto.tr,c • EH APPROVED • Rhonda Thompson 02/12/2025 A, , -.,_ t i II I ` t 3 �. • U ',II Ns...izii ,,...,Ir- . _ t D . GI • rilz...4) . -t I PARTS LIST NuWater ter s ly Diagram 6 A.DUAL PORT AERATOR M.POLY DIFFUSER BAR(2"i e.318"RUBBER 50.W/CLAMPS(2) N. PVC(2 1112"SECTION) C.WV-BARBED ADAPTOR X 112"NPT(2) O.1"SLIP CAP i D.1/2"SLIP X 1/2"NPT ADAPTOR P.118"CLEAR PVC HOSE(OPTIONAL 5') E.1"STREET X 1/2"NPT BUSHING(3) O.1/2-PVC PIPE(BY INSTALLER) O P.1/2"90"ELBOW(3) R.1"PVC PIPE(BY iNNSTPA LEit) G.1"X 1"X 1/2"TEE S.2"PVC PIPE(BY INSTALLER) r{,1"34°ELBOW(3) T.1/3"BARBED ADAPTOR TO 11.•."NPT(2) I 2'X 1"BUSHING U.1/2'STREET X V4"NPT BUSHING 12) J.2'SANITARY TEE V.1/2"PVC COUPLER(2) K.1"PVC CROSS W.2"COUPLER(BY INSTALLER) _.1"COUPLER(BY INSTALLER) Revised 2/25/12 ra I EH APPROVED Septic , Ste, . � Rhonda Thompson 02/12/2025 �r NuWater BNR Pretreatment INSTALLATION & MAINTENANCE i ' Pressure Distribution Systems < ,;ac ., ::!;16:::I PAULA JOY JOHNSON...}.) 1. Install Laterals with contour of the ground. EXPIRES n 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 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. Encase all water lines within 10' of drainfield and under any driveway/parking areas. 12. Divert all stoiui 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 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.