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HomeMy WebLinkAboutSWG2023-00281 - SWG Application / Design - 6/29/2023 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 SHELTON:360-427-9670,EXT 400 J L 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: SWG2023-00281 APPLICANT KIRK ALLAN & DANI Phone: 360-490-3144 Address: 30 E WILLCHAR BLVD SHELTON, WA 98584 OWNER KIRK ALLAN & DANI Phone: 360-490-3144 Address: 30 E WILLCHAR BLVD SHELTON, WA 98584 SEPTIC DESIGNER PAULA JOHNSON -Arrow Septic Phone: 360-898-2255 Designs Inc. Address: 171 E VUECREST DRIVE UNION, WA 98592 Site Address: E Pickering Rd Primary Parcel Number: 221294400020 Permit Description: Commercial + Residential -750 GPD Nuwater Permit Submitted Date: 06/29/2023 Permit Issued Date: 08/07/2023 Issued By: Jeff Wilmoth Current Permit Fees Paid: $1,215.00 (additional fees may be required upon installation of system). Permit Expiration Date: 07/26/2026 (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/onsite/oss-inspection-request.php or call: 360-427-9670, extension 400. OFFICIAL USE ONLY -- MASON COUNTY DATE RECEIVED. _ Zq `� II. COMMUNITY SERVICES AMOVN R _ 'E.EI`rED W l p rn ' Public Health(Community HealtIVEmnronmental Health; G 70.ot.40 :54:67, n APO 413 6.6 th Sneer•Shelton.wz 9Ede SWG 0,/, _Waz:8 I � O 2 z CA ON-SITE SEWAGE SYSTEM APPLICATION APPLICANT uHO,y r^ m Allan & Dani Kirk (360) 490-3144 z MAILING ADDRESS-STREET CITY.STATE.ZIP CODE C 30 E Willchar Blvd Shelton, WA 98584 co SITE ADDRESS-STREET.CITY,ZIP CODE .??. E Pickering Rd Shelton, WA 98584 I r" NAME OF DESIGNER P I N Arrow Septic Designs, Inc (360) 898-2255 NAME OF INSTALLER PHONE I —>• Mason County Excavating (360) 490-3144 PERMIT TYPE(select onei DRINKING WATER SOURCE — En I N RMo LL!RESIDENTIAL OSS ]COMMUNITY OSS KCOMMERCIAL OSS h;PRIVATE INDIVIDUAL WELL gir PRIVATE TWO-PARTY WELL Z I Cfl TYPE OF WORK(select one) al PUBLIC WATER SYSTEM fifNEW CONSTRUCTION/UPGRADES EREPAIR/REPLACEMENT OTHER DETAILS(se/cc:al/that apply) ❑ TABLE IX REPAIR I SUBMITTALS 0 SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE CO fif DESIGN FORM(REQUIRED) IiirSEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE r0 I ( WAIVER(S)(IF APPLICABLE) 6 BR + Espresso 2.5 acres 0 ' Io DIRECTIONS TO SITE AND SITE CONDITIONS.(ex rocked gate) From downtown Shelton, go out E St Rte 3, turn (R) onto E Pickering Rd, lot is accessed from I o a gravel driveway that runs behind the boat storage shop at 1071 E Pickering Rd, the r IQ. driveway is accessed behind the West end of#1071, or to the left if you are on the road o looking at the property. Let Allan know when you are coming out and he'll meet you or make I N sure the gate is open, (360) 490-3144. SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I 0 OFFICIAL USE ONLY BELOW THIS LINE UPGRADE/FAILURE SOURCE(for reporting purposes) 0 VOLUNTARY 0 MAINTENANCE/PUMPING 0 BUILDING PERMIT ['HOME SALE ❑COMPLAINT 0 OTHER. INSPECTOR SOIL LOGS COMMENTS/CONDITIONS 2:: . // I✓/ IE 0 g gy 7 JUN 2 9 2023 . By 1t_ RECORD DRAWING AND INSTALLATION REPORT SOIL CODES: V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL. INS:' t R SIGNATURE DATE APPLICATION EXPIRATION DATE AP ATION APPROVED/ISSUED BY DATE 44/144,01a 13 -2.5 y 0- 13'-,2(p (j z--n THI OR BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12/7/2015 f t DESIGN FORM—PAGE ONE Assessor's Parcel Number: 2 2 1 3 2 — 1 1 — 9 0 2 9 0 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 v 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. r —: ; :x :. zw 4 cy cEL!DENTIFIcA aiN!` a Permit Number: SWG )-3- 00 Designer's Name: Arrow Septic Designs, Inc Applicant's Name: Allan&Dani Kirk Designer's Phone Number: (360)898-2255 Mailing Address: 30 E Willchar Blvd _ Designer's Address: 171 E Vuecrest Dr _^ Shelton, WA 98584 Union, WA 98592 City State Zip City State Zip w k17- -mac #-t 7wna ii:c'" 4. a4 r.'1 ' '' . n Id'u a h.he- �, - :�:� :�:.K.....':•;x..,.w.. ..:^°x.:�...�* .�.�:. : t.#?E�IGN:FAR:�YETERS:�. �+.;rl��`?'-s .. :.-:t..,-1,---. ,... �- ,, ._ _. ..w._ . Treatment Device ❑ Glendon Biofilter 0 Sand Filter ❑Mound 0 Sand Lined Drainfield O Recirculating Filter.Type: cif Aerobic Unit Make/Model NuWater BNR-750 El Disinfection Unit Make%Model Other: 1,000-gal pre trash Drainfield Type ❑Gravity l 'Pressure gTrench 0 Bed 0 Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 750 GPD Schedule/Class 40 Daily Flow: Operating Capacity 562 opd Length 58.75 avg ft Daily Flow: Design Flow 750 `pd Diameter 1.25 in Septic Tank Capacity(working) NuWater BNR-750 gal Number 8 Receiving Soil Type(I-6) 4 Separation 5 ft Receiving Soil Appl. Rate 0.6 `-pd.ft' Orifices Required Primary Area 1,250 ft2 Total`umber of Orifices 94 Designed Primary Area 1,410 ft2 Diameter 3/16 in Designed Reserve Area 1,440 ft'- Spacing 60 in Trench/Bed Width 3 ft Manifold Trench/Bed Length 470 ft Schedule.iClass 40 Elevation Measurements Length header ft Original Drainfield Area Slope 3 °'o Diameter 1.25 in New Slope.If Altered 3 4% • Ffr rr manifold configuration used? C;'Yes 0 No 0 V it Depth of Excavation Up-slope 14 iT.,-, i,,, Transport Pipe from Original Grade Down-slope 13 ,,,: Ru�t,edbuU lass tas4 202340 Designed Vertical Separation 14+ (i ''nn:,r Length Graveness Chambers Required? 0 Yes 0 No Optional `tTaYn ete 2 280 ft C ' iRCNmENrTAL HE; 7 2 in Pump Required? g Yes ❑No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 4 Diff.in Elevation Between Pump& Uppermost Orifice 15 ft Dose quantity 187.50 gal Drainfield Squirt Height/Selected Residual (head) 2 ft Chamber Capacity(flood) 1,896 gal Uppermost Orifice Eif Higher 0 Lower than Pump Shutoff Pump controls:Please check those required. Capacity(et Total Pressure Head 55.46 gpm gTimer C Elapse Meter gEvent Counter Calculated Total Pressure Head 35.13 ft If Timer: Pump on 2.5 min .Pump off 6 hr Comments i.e,e6 tilt 1 r NL ti/tv��.r (:lilt wl /`ZUu C\{ Iu 6 (Oj2/V1� 2_( 4 'd1 DESIGN FORM—PAGE TWO Assessor's Parcel Number:2 2 1 3 2 — 1 1 -- 9 0 2 9 0 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch Ed Test hole locations E ' Drainfield orientation and layout Reference depth from original grade: g Soil logs El Trench/bed dimensions and If Septic tank g Property lines critical distances within layout p Q( Drainfield cover kg Existing and proposed wells lif D-Box!Valve box locations Reference depth from original glade within 100 ft of property gSeptic tank/pump chamber and restrictive strata: 121 Measurements to cuts.banks.and locations WI Laterals,trench/bed,top and surface water and critical areas Ig Observation port location bottom g Location and orientation of Gd Clean-out location ❑ Curtain drain collector curtain drain and all absorption g Manifold placement 0 Sand augmentation components 6d Orifice placement Other cross-section detail: lied Location and dimension of primary system and reserve area g Lateral place! t with distance g Observation ports/clean-outs to edge • be 1 g Buildings f Other Information g Aud' f referenced Yes No gDirection of slope indicator Eg Sc.' ,r. ing'' , vn on scale d 0 Design staked out Waterlines ,er V„ ., .,..1%stb. 131 0 Recorded Notices attached g Roads,easements,driveways, ` for 1;-.'•?)( 0 l 'Waivers)attached parking d ' VI 0 Pump curve attached Iii North arrow and scale drawing 0,,:*. s,o�3.9 otr�� 0 l 'Evaluation of failure shown on scale bar PAt1LA JOY JOHNSONcSb = S ,Tel= i Non-residential justification ��ExP+ s�T si L 0 l'Waste strength rp —th—Z-3 0 g Flow DESIGN APPROVAL The undersigned designer must be ii d by ins,>aller t time of installation fit Yes 0 No I\ G-2,$-Z.3 Signature of Designer Date The undersigned has reviewed this des' on behalf of Mason County Public Health and determined it to be in compliance with state and local on-s. a rekulations: % Enviro m �� Health Specialist Date CAUTION: DESIGN APPROV L 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: 1 (-3 s--2 ✓ 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: 1217/2015 --i` Z'3 Q 0 30 io ao t� , � Vt.0T Vt.p.N ;E I ' 4 b' ALLAN ;DANT KIRY-- i C-- 41D L - x © : Pro pOSed P 4 0i oeG --&st...�l,`�(os-) „ =io' 41,}ure ,00'R Ac zzlzq �-000z 1 ,\ 3 try tv . Pic, E .t N U RD -C sc.—w arras D cwA 0 O Hetnt ; nctigVa c b r f I 1 C ) st x?.0'0,44-°s') ,t- @ 5`0.C. /////// / / // , /// I / / I / /////// . A =-res+ oL- I / /// II it- i-28'. (7SL,.2-8""34T `;aC�'-i (:1.}- t2;l pat, ': W;ne,av roo ,o l #1.34„ESL 4,00-tG .0 m0•1 . ,, al'Gs\- .-2-"-32''GsL \ Mb, ________Iy \00 41 Sao. • -ecuca #ZZ. 3L- tt-`I0Z1° rev 1 sharad 'Alt 11 (t©Zt e-. f;cke.,-, ' ) 4, Seep. •- - : - 0 • s 1 Audio-Visual Ala= - 3ep,- •N a • GCSeY4"..4-- •%° MQ-N^w141 Tdrat,Caa----•%c-,eRese M..hv F;: N r' 22 Cleanout 5.-J i 000+Gailon Pre-Trash tank bra �/ n 1 ,4,8,? \ 04 NuWater BNR-•DSO ATE.;Tank f O i,$`lb Gallon Pump Chamber ‘ NI f (Fcd. ea,p.�C.'��� k �•it" �J Valve Control Box � ® O I i Zo 0 Cis- 2r c ,,e . d 85t� , s, ber .. 2 c_...... Q,L� �y ems•' : '2 A, ,�:. y . P PR OV Et, y .. a 5 „.... N. , AUG 0 2 2023 _ 51 PAUTA JOoo JsJOH MASON COUNTY ENVIRONMENTAL HEALTH '� 'f IJSON•••. 13 l 3 CiC ti EXPIRES A siGNa` .J B W tiI\ 1 Allan & Dani Kirk Arrow Septic Designs Parcel#22132-11-90290 (360) 898-2255 6/9/2023 6 bedrooms @ 120 GPD 720 GPD Espresso Stand 30 GDP Average Daily Use (Design Flow) 750 GPD Pre-Trash Tank Sizing - (3) Ea (1) at SW Corner near NuWater Tank 1,000 gallon 2-compartment (1) at NE Corner near future home site 1,200 gallon 2-compartment (1) at Espresso stand 1,200 gallon 2-compartment PreTreatment Tank ATU BNR-750 Pump Tank Sizing =2.5 times daily flow 1,875 use» 1,896 Flood Cap Sound Placement Soil Application Rate 0.60 Required Drainfield S.F. 1,250 s.f. Using 3'wide drainfield trenches 417 I.f. Required Designed Drainfield S.F. 1,410 s.f. Using 3'wide drainfield trenches 470 I.f. Designed Drainfield is Oversized beyond design requirements 112.80% APPROVE .. ,.:..•„An .4k v. ...,....,,k AUG 0 2 2023 r` r.- 4,""4 •--.- MASON COUNTY ENVIRONMENTAL HEALTH v z'...''= O . 40. JBW s. H t1CC34� :�'.,f' ,4•Q PAULA JOY JOHNSON ••• 7EPif2l:$ ,_ '!'io0 (i) Lf•-) o a, 5 3O Q J^ t (f) av4 ii Q) N W ` - 4 0 I k CD co -r �- - z� w - - t 3 ( ) ? S n�> O y b a a, o cZ o7 - N N j -0 ,.. : . `S7 Cr) 1/2- _I 1 x 4 ' • . 0 ! 0 k 0 IP 6 6o TT 0 c v o O O ,0 E v I i + o , t I I 11 i t i -� ¢ I i �- - - d I ; I — S - :gam `� U I i ` O ' i i1 g 3 r lQ • J. 4 ! I t I i s i ! + 1 �_ n o ) ( f ; T I- a) f I i 1 m I . . 1 i i ) •N 9- i I lj + U N O ¢ C • O ►c) I O \ Cr d 2) S 9' 9 ; i r 0 i PPhOVEfl + AUG 0 2 2023 MAS INC($JNTY ENVIRONMENTAL HEALT ... ~ Q 4.411* 0 I r mow i � :/ + ii. LI 1 S � OvO b n msT O �_\ 3L CC Ir * 2 if: r � v 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 3 600 50 60 10 30 30 4 720 60 60 12 30 30 ` 5 780 65 60 13 30 30 6 780 65 60 13 30 30 7 840 70 60 14 30 30 8 840 70 60 14 30 30 Total Lateral Length 470 Total#Orifices 94 GPM = 55.46 Dynamic Head Calculations Selected residual pressure: 2 ft. Length (Ft.) #Orifices Transport Pipe 280 94 13.60 ft. Feeder Total Lateral Line Length Lateral#1 45 5 50 9 0.23 ft. Lateral#2 45 10 55 9 0.25 ft. Lateral#3 50 15 65 10 0.36 ft. Lateral#4 60 20 80 12 0.62 ft. Lateral#5 65 5 70 13 0.62 ft. Lateral#6 65 10 75 13 0.67 ft. Lateral#7 70 15 85 14 0.87 ft. Lateral#8 70 20 90 14 0.92 ft. Total Elevation Lift 15.00 ft. Total Dynamic Head 35.13 ft. A Ar-4,--.0 PPROVE A of!,-,.. , AUG 0 2 2023 s.,,;.= , 'tls44 -T; MASON COUNTY ENVIRONMENTAL CiiPCA 5 �o•ESfG�i � Jew .. 5 � }.� • S oA3 i tii fir -pp Iib4jPutnps . ,. r Pump Specifications �I`I�r,,i1, FL70 Series 3/4 hp 114111111. Submersible Effluent Pump r.......2.ir iii;;� bc, .. -T7(1.:;,-\)-(J-Q.AAA-- lw Flow(Liters Per Minute) 0 38 76 114 151 189 227 265 303 341 379 80 : ; } 1 1 24 F ► ' I I 1 70 — ; •-- 21 i ► 1 f 60 I ! 18 7 I 50 1 15 I i j S i U d i I 41 40 l —_ i( i 1 12 2 _ _ i 1 2 30 # ! i— i j , 9 t 20 ; 10 - - � -r i P P R 0 i ; AUG 20 02 23 i . ' 0 ': : ' 'MASON'C TY ENVIRONMENTAL HEALTk 0 10 20 30 40 50 60 70 80 90 Q�� AL Flow(GPM) JBW FL70 P1 RIO?24^017 ti•Copyright:017 Liberty Pumps Inc All rights reser 3. Specifications subject to change without notice MO I foorI3 PUMPS. • WATERTIGHT —,, RISERS(TYP) VENTED LIDS(TYP) DRY, DUAL PORT AERATOR LOGIN • i -- il COUPLIN &PIPE e- 1 1!2"PVC CAST IN LIG D(TYP) AIRLINE ?T ri g lz- 4" 3"k 41" ¢ — 52" — -- -i2'�` 1rT _---2 -1"PVC SLUDGE ! RETURN UNE I i ......... — -la 6 2"PVC -". DIGESTER CHAMBER CLARIFIER OPERATING CAPACITY:652 GALLONS CHAMBER TRASH CHAMBER FLOOD CAPACITY:802 GALLONS 242 GALLONS 65" FLOOD CAP CAPACITY: AL GAL.ONS �\ I FLOOD:318 GAL FLOOD CAPACITY:632 GALLONS 51.5" • 505 o , 36" - i 'e^ ee j' 1l2" / 0 7 t SLIDE-iN WALL f Cr I PRECAST REINFORCED—� _, CONCRETE TANK ^ • I 45� .r DIFFUSER BARS(2) , �1 1 PARALLEL TO TANK WALL l A" I 3" SLUDGE RETURN ll ^'' 11 V / /� 2.5'TAPER ;�1Y� 0 ,j.° „ v E BNR-750 SIDE VIEW A ■ NO SCALE STONE-FREE NATIVE SOIL OR COMPACTED SAND OVER STONY SOIL AUG 0 2 2023 24'BLOWER MASON COUNTY FNUIRON.;Y_':-. - HOUSING CAST / ON TOP OF LID INSTALLATION INSTRUCTIONS I)E:-- / 1)Excavate tank hole with vertical walls to 1 foot larger than _——_ 1,tank on all sides. r 1 E 1 / Tl- 2)If bottom of hole is stony,install 3"of compact sand&level — 2a"RISERS TYP) I I out with screed. I l 3)Install tank in center of hole,keeping 1 ft.void space on JI all sides.4)As tank is filling with water,fill in void space with compact Ciel—::: \ I Igranular(sandy)soil free of large clumps of clay. � MMA —( e,-0" w Install rest of system &affix risers to adapters w th I s/ , Jwaterproof adhesive. \`� _s////6)Perform watertightness test in field as required by local jurisdiction. 7)Upon approval to backfill,carefully backfill with native I soils over top of tank. I F1ER TRASH CHAMBER I DIGESTER C eR7 I 8)Final grade the surface to avoid chanelling surface �L �—_—_J water toward tank. L —„ BNR-750 TOP VIEW NO SCALE AEROBIC TR T TANK DETAIL FOR . =- ��� NuWATE BNR-750 TREATMENT UNIT SI ! IF �s _ ENVIRO-FLO, INC. UPDATED: �I�/^^ ..Its , Wastewater Treatment Technologies 7 LL P.Q. BOX 321161, Flowood, MS 39232 SCALE: �'4 T"gym (877)836-8476 (601)845-4716 fax NONE �: f; www.enviro-flo.net 910 - VS 3 .;,..) 1800P & 1800P--HW C..."A x' 1896 GALS. FLOOD CAP. w r 122" 1 28" aE -,--I- (2) �;s st 3._u_51,c.,,A4—e—a--- " On0 TOP VIEW 24" 18" 72 4" L J_L, f- 3- 24' CEO 'FM( ADAPTER MTx si 6' PVC PORT Zest" Iir ti #' CST-A-'SEAL 6AS1(ET (1i 1 L I i , f I■ APPROVE ... . AUG 0 2 2023 ; �a " � GALS. PERANDi 53 MASON COUNTY ENVIRONMENTAL HEACTy 65 JB 'V 4" 3- i i } I 1 . t t 2- I /2" �, g� �`� APPROX. WEIGHT 12,000 LBS. •' • SEMRED L WIN GAS TIGHT SEAL, t l a - 24'DIAMETER 1 . { f ACCMS RISER FileaSli GRADE ,...---..../ -- �, = . ��_ :,% r 1 - 4 sounce A.oAT NAT 1 APPROVED • ( € _ ! s { f ' R:LTER SECEMENTS _ T.'. 1 = ROV 1 • Ma 20?3 SEPTIC TANK SON CUUNTY '' Fri ��UN;�;t;d,Aj �. 1 . -Rm ,LTD GA SEAL Aug t (2 e I 1C---- -4 ..,. ..ii.i: ilpi>=.: 1 _ — SEPTICz TANK = ,' ! i D \ " L__ 4 , • WAT$LALAit LE1/S i VALVE_ i i • A ImamaT OFF LEVEL i j _~.� i nom.STD. - Ma RAT s ' VALVE_ i I om- I P. {t ( CAL) F =ASSNEEDED **Note: Septic Tanks rnt meet ta-dards rewired by WAC i- pter 245-272C FIGURE 2 and man. a :rer must be on the Dept of Heat list of registered sewage tanks.z* . 1 �9cloff3 . • ., Nu W3L r j \ t. Adva:sccd Tra o4mae�s Sysrcxrns By EnVI(c-Ft.c Inc f iiilli Is'..\.-, I l `\ ,,A ;K-0 ,.. I Pitisit I, *•./ r . 4g . - .. , Yiro filih. 111 ..- I 0 ) .., r 1 � Ai • I I bt ,4 re Ei) C T °) r. �' IV 0iiiy 0 4g, * I Ailv amisk:i. :1e tip �,� L� ell irt 1 Itiw D leap.� ��� 71 �� �(h� f �� i fil \7-1 e. a► I PARTS LIST NuWater NR Assembly Diagram r j A.DUAL PORT AERATOR (M.POLY DIFFUSER ER(Z 4';:e 3.3/8"RUBBER 9v^°WI CLAMPS(2) N.1"PVC(3 1%7'SECTION) O.3/8'BARBED ADAPTOR X 1!2"NPT(2) 0.1"SUP CAP 01 D.1/2"SLIP X 112"NPT ADAPTOR P. 1/8'CLEAR PVC HOSE(OPTIONAL 5" O E.1'STREET X 1/2"NPT BUSHING(3) O.1/2'PVC PIPE(BY INSTALLER) F.1/2'90°ELBOW(3) R.1"PVC PIPE(BY INSTALLER) �� G.1'X 1"X 1/2"TEE S.7'PVC PIPE(BY INSTALLER) > H.1"90°ELBOW(3) T.1!8'BARBED ••'.y,.R T 1/4"NPT(2) Le ~ F i T X 1'BUSHING U. i/2`STREET X 't. :-T 17 ® li J.2"SANITARY TEE V 1!2"PVC CO :' 1,,," ::/; . K.1'PVC CROSS W 7 COUPL a . '"i•Y STALL '° _.1'COUPLER(BY INSTALLER) MASON CpLINT 2 2023 .r ��` ' yENVIRoAi,L1 Revised 2/25/12 JBW N1IL HEALr, 2-Compartment Septic Tank with Solids Pump in Second Chamber SECURED LID WITH GAS TIGHT SEAL 24'DIAMETER \ • • ACCESS RISER f ' v • FIMTSN-6RADE -== =ire. -111r- lir r .. _ NMI I. - I_Ill ,"° II1111 FLOATING MAT ii! ! SEDIMENTS -----------7"--.-----/-:__________ :\ , 111 )11 4 •. 1i j I 11 • S TCT K I PPft MA AUG o • SON cozmiT E. 2 2023 Y'. e� w„ Z O Je�ONli9F A(HE 2-) Nr AC rN . ( ) Your Peace of Mind is Our Top Priority SECTION;2.20.020 ©ZOELLER Ft 277888 Product information presented 16 here reflects conditons at time Supersedes of publication.Consuttfactory, PUMP COMPANY 0515 regarding disc-epanoes or inconsistencies. i Zse.._r =_. .:fy of WalEr Solutions TECHNICAL DATA SHEET WASTE-MATE SERIES Mode 264 ewage/Effluent or Dewatering Pumps d- ` Lc17CA- \J-k.S-4- PRODUCT SPECIFICATIONS Horse Power 4/10 i 413/16' 1f_8 21/64' Voltage 115 or 230 (122 mm) i (212 mm) ~' re Phase 1 Ph I 613/32" 0 Hertz 6C Hz (163 mm) 1 0 RPM 1725 Ilk. I Type Permanent split capacitor I 413/16' Insulation Class B ellINAto (122mm) Amps a.7-9.a I `,� Operation Automatic or nonautomatic S.'` `�'•� 6 35164" Auto On/Off?cins 12-1/2"(31.8 cm)1 C 1/2"(i1.a cm) ,y f�\; (166 min) ' Discharge Size 2°NPT i Solids Handling 2'(50 r^^)spherical solids 1 d ' Cord Length 10'(3 m)automatic,15'(5 n-)nonautomatic ,, = CordType Lit_listed cord and plug 2"NPT a. Max.Head 18'(5.5 m) I 1 Max.Flow Rate 90 GPM(341 LPM) Max.Operating Temp. 130°F(54°C) 1 i ' i Cooling Oil filled 14 3/4" (375 mm) I Motor Protection Auto reset thermal overload ' Cap Cast iron. i I Motor Housing Cast iron I 61/2° (165 mm) Pump Housing Cast.iron ! —. I ,l Base Engineerec plastic 1 i I 1 •U Upper Bearing Sleeve bearing F4.1,- - Lower Bearing Sleeve bearing s' 6,3 ;.i_ _' Mechanical Seals Carbon and ceramic i 2}. ImpellerType Non-clogging vortex Impeller Engineered plastic - - v`° " " _ rr z 7_ Hardware Stainless steel / l ll Motor Shaft A151 1215 Steel C 1) 0 s JO 3 ^4L- Gasket Neoprene or Buna-N Mn.iBasin Size Simplex:18"x 30'(45.7 x 76.2 cm) Duplex: 30-x 35"(76.2 x 51.4 cm) /�,���� [�,,� ,gyp NOTE: The sizing of effluent systems normally requires variable level t�7c/C��i�f(� 0-/ , �` — float(s)controls and properly sized basins to achieve required pumping V cycles or dosing timers with nonautomatic pump ® ,/ ; 4-' k"-• `--\--CIVN - \C)73 NOTE:See model comparison chart for specific ' Is.P P R y t SSA, 4,..„,-8 AUG 0 2 2023 2t- ` -� SO F �°` « r 3'CV COUNTY ENVIRONMENTAL HEALT r Copyright 2016413Mo.All rights reserved. 502-778-2731 ( 800-928-7867 13649 Cane Run Road j Louisville,KY 40211-1961 I www.zoeller.com k3/-}6 (Zm;.-� 3 aviata Septic De/sign/3 NuWater BNR Pretreatment ,°` `A ¢t INSTALLATION & MAINTENANCE Pressure Distribution Systemsocus it,y 6 ,PAULA JOY JOHNSO�I 1. Install Laterals with contour of the ground. L`c�,v8t; Sr'Giv E?CP RESS Obi$i `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 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. p R ® VE AUG 0 2 2023 ' MASON COUNTY ENVIRONMENTAL HEAALkTh