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HomeMy WebLinkAboutSWG2025-00341 - SWG Application / Design - 8/27/2025 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 SHELTON:360-427-9670,EXT 400 AI : 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: SWG2025-00341 APPLICANT GASPAR ET AL VICTOR M Phone: 360-229-6761 Address: 20 E Oak PI SHELTON, WA 98584 OWNER GASPAR ET AL VICTOR M Phone: 360-229-6761 Address: 20 E Oak PI SHELTON, WA 98584 SEPTIC DESIGNER PAULA JOHNSON* Phone: 360-898-2255 Address: 171 E VUECREST DRIVE UNION, WA 98592 SEPTIC INSTALLER SHANE MAPLES* Phone: 360-463-8474 Address: 911 SE Arcadia Road SHELTON, WA 98584 Site Address: 4211 W Cloquallum Rd Primary Parcel Number: 419021200050 Permit Description: New 4-bedroom pressure system with trash tank, NuWater BNR500 ATU, and bed drainfield Permit Submitted Date: 08/27/2025 Permit Issued Date: 09/18/2025 Issued By: David Anderson Current Permit Fees Paid: $555.00 (additional fees may be required upon installation of system). Permit Expiration Date: 09/16/2028 (based on date of inspection) Permit Conditions: 1 Approval of this septic permit does not approve the building location. Building location is subject to approval from all applicable departments and regulations. 2 Proposed development subject to zoning requirements and approval by the planning department staff per Mason County Title 17. 3 Permit must be installed by a Mason County Certified Installer unless prior written authorization from Mason County is obtained. 4 Drain field installation not to exceed designed upslope and downslope depth specified on design form. 5 Installer is responsible for obtaining Mason County installation approval prior to backfill of system components. 6 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to backfill of system components. THIS PERMIT MUST BE ONSITE DURING INSTALLATION OF OSS. PROPERTY OWNERS ARE RESPONSIBLE FOR DETERMINING AND MARKING ALL PROPERTY LINE AND EASEMENT LOCATIONS. THIS PERMIT MAY BE REVOKED IF THE SITE CONDITIONS HAVE CHANGED SINCE THE SITE WAS INSPECTED AND DESIGN APPROVED. FINAL INSTALLATION APPROVAL IS REQUIRED PRIOR TO TEMPORARY OR FINAL OCCUPANCY OF ANY RELATED STRUCTURES. For Final Inspection visit: masoncountywa.gov/health/environmental/onsiteloss-inspection-request.php or call: 360-427-9670, extension 400. a : 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 7 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for final installation approval. 8 Site is not approved as an RV park. No more than one owner occupied RV permitted on the property. 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 DATE RECEIVED: Of p) ' ^I - (JJ�-5 C As... C fAAMOUNT RECEI RECEIVED BY- CO (,) Public Health & Human Services 'ass i `� o m Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 n u�/ (I) 0 ��� 415 N.6th Street-Shelton,WA 98584 20 0.f - (o`j t 1 I Z x ON-SITE SEWAGE SYSTEM APPLICATION m m c;,rr arIONE I- Victor Gaspar ��� (360)229-6761 z c MAILING ADDRESS-STREET.CITY STATE ZIP CODE �_ 20 E Oak PI :helton, / WA 98584 x SITE ADDRESS-STREET CITY.ZIP CODE 4211 W Cloquallum Rd &.. Shelton WA 98584 I -4"'NAME OF DESIGNER � RHONE I —� Arrow Septic Designs, Inc �yu`C- j (360) 898-2255 r�V1 • NAME OF INSTALLER ».J! Q' PHONE 0 I Maples Excavating p �, (360)463-8474 ( I o PERMITRM TYPE(select one) � • IINpN!KING WATER SOURCE 0 M:RESIDENT AL OSS 1 COMMUNITY OSS E.COMMERCIA :-•� �G.f PRIVATE INDIVIDUAL WELL f1 PRIVATE TWO-PARTY WELL Z I IV 1:1 PUBLIC WATER SYSTEM I TYPE OF WORK(select one) Pr NEW CONSTRUCTION/UPGRADES h7 REPAIR I REPLACEMENT OTHER DETAILS(select an that apply) 0 TABLE X REPAIR SUBMITTALS 0 SURFACING SEWAGE 0 EXISTING FAILURE ❑SHORELINE C o I N In7:DESIGN FORM(REQUIRED) SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATEDAFTER 4/12025 ff WAIVER(S)(IF APPLICABLE) 4 BR 1 1.5 ac 0 YES p NO 0 I o DIRECTIONS TO SITE AND SITE CONDITIONS'(ex locked gate) Head east on W Alder St toward N 6th St. At the traffic circle, take the 1st exit. Slight (R) I CD onto S 1st St. Go out Cloquallum. Destination on (L). Yellow sign: "4211" o I o Io SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED HRTH TEST HOLE NUMBERS. I o OFFICIAL USE ONLY BELOW THIS LINE UPGRADE I FAILURE SOURCE Or reporting purposes) ❑VOLUNTARY 0 MAINTENANCE/PUMPING ❑BUILDING PERMIT 0 HOME SALE ❑COMPLAINT 0 OTHER INSPECTOR SO:L BOGS 1 COMMENTS/COND'ITIONS K ,S516$ TO;: 0 32 Irwited S i 3) 32- $(( CO(M (Tyre I) iv (rtrk0, 1d 1(f ;C 1 ' (/l1ci aM5 4�`�x Risigf 2rL'/ ConP1tnw# RECORD DRAWING AND INSTALLATION REPORT SOIL CODES: REQUIRED FOR FINALAPPROVAL V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS !NSP SIGNATURE DATE APPLICATION FX PIRATION DATE APPLICATI OVER!SSUED BY DATE f7/040.12561707 7/7(WlaK�1//TI IS FORM MAYBE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY W'EBSITE Revised:4/14/2025 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 4 1 9 0 2 — 1 2 — 0 0 0 5 0 A design will be reviewed when 3 conies of each of the following are submitted: v 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" rf ,ate, , :P RCT' i b TION Permit Number: SWG 81/4) —CX73 1 ( Designer's Name: Arrow Septic Designs,Inc Applicant's Name: Victor Gaspar Designer's Phone Number: (360)898-2255 Mailing Address: 20 E Oak PI Designer's Address: 171 E Vuecrest Dr Shelton WA 98584 City State Zip Union, WA 98592 City State Zip Designer's Email paulaj@hetc.com ,.:",:: :DESLGN'P ETERs Treatment Device ❑Glendon 0 Sand Filter 0 Mound ❑Sand Lined Drainfield 0 Recirculating Filter El AN NuWater BNR-500 IAi other,gallon Pre-trash tank Treatment Level(check all that apply): CIA C1 B Cc ElBLI O BL2 El BL3 El E CI N Drainfield Type ❑Gravity Iii Pressure 0 Trench G 'Bed ❑Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 4 l Schedule/Class 40 Daily Flow:Operating Capacity 360 gpd Length 60 ft Daily Flow:Design Flow 480 < gpd Diameter 1.25 in Septic Tank Capacity(working) NuWater BNR-500 `gal Number 4 Receiving Soil Type(1-6) 3 Separation 2.5 ft Receiving Soil Appl.Rate 0.8 ` gpd/ft2 Orifices Required Primary Area 600 ft2 Total Number of Orifices 104 Designed Primary Area 600 , ft2 Diameter 5/32 in Designed Reserve Area 600 . ft2 Spacing 28 in Trench/Bed Width 10 . ft " Manifold Trench/Bed Length 60 - ft Schedule/Class 40 Elevation Measurements Length 7.5 ft Original Drainfield Area Slope 4 _ % Qiameter 1.25 in New Slope,If Altered 4 . % Preferred manifold configuration used? RI Yes 0 No Depth of Excavation Up-slope 26 - in Transport Pipe i from Original Grade Down-slope 21 . in Schedule/Class 40 Designed Vertical Separation 18+ _ in Length 40 ft Gravel-based t ainfield Required? N'Yes 0 No Diameter 2 in Pump Required? Id Yes ❑No Dosing and Pump Chamber Pump/Siphon Specifications V Number of doses/day 4 Diff.in Elevation Between Pump&Uppermost Orifice 10 ft Dose quantity 120 gal Drainfield Squirt Height/Selected Residual(head) 5 ft Chamber Capacity(flood) 1,500 gal Uppermost Orifice f Higher 0 Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head 66.56 gpm Etc Timer ❑ lapse Meter ❑event Counter Calculated Total Pressure Head 25.45 ft If Timer: Pump on 2 minutes ,pump off 6 hours Comments Revised:4/14/2025 LG-6-)4 r DESIGN FORM—PAGE TWO Assessor's Parcel Number:4 1 9 0 2 — 1 2 -- 0 0 0 5 0 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch g Test hole locations 6d Drainfield orientation and layout Reference depth from original grade: g Soil logs lif Trench/bed dimensions and & Septic tank 10 Property lines critical distances within layout Pi Drainfield cover 0lig D-Boxalve box locationsExistin and proposed wells Reference depth from original grade within 100 ft of property g 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 0 Location and orientation of lig Clean-out location 0 Curtain drain collector curtain drain and all absorption lii Manifold placement 0 Sand augmentation components 10 Orifice placement Other cross-section detail: 10 Location and dimension of EZILateral placement with distance g Observation ports/clean-outs primary system and reserve area to edge of bed Other Information 10 Buildings g Audible/visual alarm referenced Yes No lii Direction of slope indicator la Scale of drawing shown on scale Ef 0 Design staked out g Waterlines bar 0 2 Recorded Notices attached 611 Roads,easements,driveways, p Elevation benchmark and relative 0 1 Waiver(s)attached parking elevations of system components 2 0 Pump curve attached 0North arrow and scale drawing 0 Evaluation of failure shown on scale bar Non-residential justification ❑ lif Waste strength 0 g Flow i DES APP'•^ .AL RJ. The undersigned designer must be notified by i St ation g Yes ❑ No - p s 1 -Zl-25 Signature Au a JOzetsY JOHNsoN Date The undersigned has reviewed this design on behanMasorl ounty Pu lc Health an• e t to be in compliance with state and local on-site tions: // v, b VV r� l Z�l 75 SEP J Envir nmental Health Specialist �f,gS 8 ?025 UN CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING Cg"ffit • ✓ The design is stamped"Approved"by Mason County Public Health. q qL HFgCTH ✓ a/zezThe Onsite Sewage Permit has not expired,the Permit Expiration Date is: 7/ ✓ 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. 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L-P"j E R 1� Key: 6 ,x"'`'\, ks' Ol Audio-Visual Alarm X Z / • t t c X bpr P Rt µ y D•F. 0 a i35--D tot-rt-t- teXbo ' 0 Cleanout X 3 -1 0 500 Gallon Pre-Trash tank 3 O NuW ater BNR-500 ATU Tank k ► O1,500 Gallon Pump Chamber CD 2oc d1le�. Se+Q��� }c � ! 1 I NI`> g 3 i Z_ G Off,,A,/is".... \ I iw \ti. .1, ! 1\10/„-F\54 5re-cm ?Els 6L 5 lit • V 7 '0 A) **Note to installer** PROVE , JI Sleeve waterline when within l 0' -Ir.•.1 ��j- of septic transport line. Maintain SEP 1 8 y ' 5100349 .. 2025 .}�.. PAULA JOY JOHNSON 10' minimum between water itCtl�tS� v\�ab line and septic tanks/drainfield. MASON COUNTY ENVIRONMENTAL HEALTH DJA 5- 21-Z,S 36.04 7 6 � �� ;mot t 3°Q V -__! 30 t! F J 111.) SC t"= t0 AS- S/ `11 MA A!/ r rw� R5, =: '(' 5 '00J43 "�' PAULA JOY JOFINSOtJ v�� t t �'1 fCF�1S>wtSiyG,U�accb Pow d sSss 'Fil DM5/Up 1*1>}L LI-LS ( (L�IDF r_. /l 1o: JAt 1& _ (�R.�E �h *- .3443(4" 3� .30 >Ot 511-00 - tas k 1 to' .q s�s.Q ,. I"-2 I Apt „ o i' Z, 3' �' �� a,-•...-C3s� C,-as — c-� v ie--w SEP 1 \if 8 2025 '�ASpNppUNry --SCREW ON CAP DUA N - TAL HEALTH 45 DEGREE ELBOW OR Note: (Typical Bed Layout) LATERALSWEEPING 9U O=Observation Port-tobe4"perforated PVC pipe from bottom of bed to finished END OF grade. A removable cap shall be installed on D I TCFi� observation port pipe. Glue"T"on bottom DETAIL so pipe can't be removed. CLEAN OUT Minimum of Z in system,one in each corner. Laterals are to be centered in trenches. NOTE, CLEANOUT TO BE FROM 0 TO 6 INCHES BELOW FINISHED GRADE. MARK ENDS WITH REBAR. CLEAN OUT RF.nUIRED AT END OF EACH LATERAL. 406-14 Length Length Orifice # Distance from Distance from Lateral# (In.) (Ft.) Spacing Orifices Feeder Line (In.) Cleanout(In.) 1 720 60 28 26 10 10 2 720 60 28 26 10 10 3 720 60 28 26 10 10 4 720 60 28 26 10 10 Total Lateral Length 240 . Total#Orifices 413°4'i GPM = 66.56 (with 5/32 orifices) F Dynamic Head Calculations �� '�i• • Selected residual pressure: 5 ft. s,aceas ' 'J' Length (Ft.) r'0.':L uLSJOY s� JOHNSO a ifices Transport Pipe 40 ~�`��a \ _ 2.34 ft. Feeder 79.�' 11 .trS Lateral Line Length Lateral#1 60 4 64 26 2.06 ft. Lateral#2 60 2 62 26 2.00 ft. Lateral#3 60 2 62 26 2.00 ft. ate = 60 4 ' 64 26 2.06 ft. to y:: . 10.00 • ft. t I levtat'i�o f�..s�,. ,* i{, . 'TEAt7' N Se warm Aeons msER o I n ltiod- iliffaraita SEP 1 82025 25.45 ft. 'r��``''"e 0�h f,4'Vifiairtioftr ' um* tS SECURED LID . SERVICE VALVE* . AWN owe r Ill ': y ems_ 1 _ di ' • • —�TDSD FROM TANG — _-- j f - =--mot-— EMERGENCY STORAGE T• ANTI SIPHON VALVE MK 1VATER AL IN LEVEL ---0. "'' --t110CPscolr Raz_ MAIM T1M t Off L .. KING VOLUME FOR FLOAT3 WOWING G ` :Le C oQ . soccaseD PUMP11110111191T SHROUD• ..ili — .CfEGCYALIIE- 1. —-- ----7---------.- 1 8-;-—Ort-11-1.1 -:: _ SUIMIBISOLE c& 0\.)—C ..\--S I t-12.-, _....1- SEDIMENTS r"'" CENTRIFUGAL PUMP Ie , . ega • c.0 ,v IMMO ®sr-cam. b WAC chapter 246-2�2c and �As optic Tanks must��������of registered sewage��• �2 mandacturer must bet FL100-SERIESIibjPuinps Submersible Effluent Pump `J A Family and Employee Owned Company V\OXA,N/ .{AL\iv\P ‘A-IC' ZC%C"\i\: .ek‘9 . 1 hp C 6-r' Ec 1-1/2 or 2 Discharge Ali Flange mounted li \.;) a 1 Features = - •3'4"Solids handling -_""- ;t:01+4," F ru'� •Heavy cast iron construction Ii .0411101111. •Semi-open castrcn impeller Ypn.—po/i atA711a• •Stainless steel rotor shaft j: Mwroi+ •Dual shaft seals - •Single float,mercury-free level control •Additional mounting clamp provided for optional switch mounting to pipe •Fully adjustable pumping range Y.,,•. , .� ,1 •2-FNPT threaded discharge with 1-1/2"FNPT flange provided •Qu cK-connect power cord- 25'length standard _ •Available in automatic ar4 Pp - manual models• /t O V 'y MA SC) SEP !8 2025 �� �:- E��N�ENVIR �NmENTAL .. DJA HEALTH ,•1 PO AT ER i COATED TOUGH' i' elti Dual Sized Discharge Year Warranty -viz.,or 2" [ spt el - • cus f FL100-Series V...op-\--NIN... !" v•Api -\-tzl sz>ro\ev...-c--;--61..k 04- .1,,c,k--,1a.Q.4,,ts_) External Construction Power Cord Pump Volute-Gray iron casting class 25 25 length standard.Quick-connect design allows Pump Legs-Gray iron casting class 25 easy field replacement.(35'available on single-phase. Powder coated casting 35'and L-.0'available on 3-phase) Motor Level Control Oil-filled and hermetically sealed Wide-angie mechanical float sealed in a PVC housing.Float has Class B insulation rating a series plug for manual by-pass operation Stainless steel rotor shaft Water-stop seal in cord entry to eliminate water wicking Into Single-phase models are thermally protected the pump 3-Phase models require overloads in control panel Adjustable clamp provided for optiona,pipe mounting of the float Impeller Sem design.Cast iron construction Discharge Dual Shaft Seals FNP I .w.t 1 FiNPr cast iron flange provided Upper unitized carbon ceramic and tower Viton0'double lip Maximum Fluid Temperature4 pa,. , Fasteners 104°F,40°C Continuous Duty V V� 140°F.60°C intermittent 300 series stainless steel SEp Mggo'VCO0NryF 8 ?0?a Nv/RO CORO LENGTH WE GHT DJ MRNTAL Ht4LTH . MODELS HP VOLTS PHASE AMPS DISCHARGE AUTOMATIC IN FEET IN LBS FLIO2M-2 1 208-230 1 12 1-1/2'b2" No 25 71 FL102A-2 208-230 1 12 1-1/2'b2' Yes 25 72 .F.L1O3M-2 1 208/230 3 9 1.112'8 2' No 25 71 r L104M-2 1 440-483 3 4.5 1-1/2'&2" No 25 71 FL105M-2 1 575 3 3.3 1-112'b 2- No .'`:25 71 oT'a.,D'.se:^oce,sIeciJiea•,:ol-.•,J.t):i'e.IO'automat c.4.c.. See cc:It` J'ieiil:erc.L e for_C11,3iee:;:e'`�::::C'rs or-pa ei_•..55told^.:•Ynav;017;e:,.^: sing,e-phatte rnrdels.3'5'and 50',::a,d Cpl;oni eva',lanie or.3-phase r-•dels Ark:'$ _u`'.s o.•-'3'ra'1•r;o mode. e•Examote..._:::3M-<ror 35'cord.F 10.5M.5 for =.0.-oral Performance Curve 60 Hz 3450 RPM I!.1 Wen Per Mmult • --3P44 PdWER CORD 0 76 151 227 SOS 379 454 • 140 I I I - •40 I 130 120 — 71i ............._.__._.......-1 sso ■ ._ r Aso -::Ill I 1 an' :. 100 '� 1 _� —� Z 90 • - L I / l t {t/� F60 I — a �' -� '''73.mm; rtil ,46?rt;rr-. 50 yy: r ' 40 J.— __-_ I i, 1 i --_ I —10 —r..r� 30 i t G2mm1 20 :0 I j30Clmrr, _ . ---PIGGY �o ILwn PIGG'6ACK 00 10 20 30 40 50 60 70 80 90 100 110 120 130 .7:rI'CH U5 Canons per Min JIe Speikations'SLi;iet:to cwng•?,:!.,:,.A ro:ce Liberty Pumps-7000 Apple Tree Avenue-Bergen,New York 14416 Copyright 0 Liberty Pumps.Inc.2023 All rights reserved.LLIT006769-R02/23 Phone 800-543-2550-Fax 585-494-1839-LibertyPumps.com +4 • iX•Zir„ASP � ,=_T I 4# 1;.,£ i'! 1^C J�1 P'=t''y'` 7aj - • R J - I T -;'.LYE 1 r ..(i:41 i,�Ycati 012 -j4., d-s +k72 I "C '-WPco.vP xi • � i,4 ;6• 5-4 3 r_9,"1 K, ! � ; �Q� $�j it g — y } ;Gt_ , : z 2R N$ n4, fy*N" is T I 1 91 *X = 2 Ig Sxgt4Li -E : r .co; : .., '.1 t,,,-`1 4FI • S t~, # *w -5"OOs -sgZ;jki V. Z ' rF et •#�f et 1 ° i p'" a x , fiZ . • e, g !!! IGN �j .X .;Ei l Z O _ t 4 RRRjc n', I -•i C }cICJ y h `s i i y l y 1,2 �, •Ry y? TLC-2F1 " 1 y ➢ Q 4 g-.l1 TW i ;It 4S7851 f -.All I • yF c ., C _ . ... , F''1 \ w"afgl-oi! c.,ca° 'z,� tiiG • 1z`, I 3 ectIV,V,L;k+. L Rat 1 von . ,� R.; E -, Ilt--' Y •6E',4s ;1 R Y I 4i 'D ; 1 iI7('IY 8 i ;_ ( i • N j+j i:cor< ;o'; \ y ' a -...a, R CO Cii =''g,ittZy !ti .` avemooeuCoeoe.?'S 1 C) a tT -, , e 1 1 —�c S „ ,, A i:� sa rru*Mrr.:r / __ • I M.".°'Tn f/ VJc ~ �. .s. ^-<b• 7-. .. fits { j`' ;r I , s . i ,„,„ T53 ,I " , I E K ENGINEERING INC. DATE. 6l13l11 •K a.'ras�Px� m DRAFTED BY: 500 Trash P.O.BOX 3097 BATTLE GROUND,WA 98604 D.R.N. -P. PHONE: {36171 687-7668 FAX: :360; 687-7669 SCALE: NTS ,ACESMAN Pig-CAST i 1 I , I f / --- 9'-2" DUAL PORT AERATOR WATERTIGHT —, LID VENT(typ) - RISERS(iYP) \ 7+4 "il_____,_ 5 2 a ii r PVC (nP) , r 2 2 'o 3s•MAX. r •P . MASTIC o -� ��2AIRLINEvcir 1 i 6.-i '�i I 2'COUPLING I &REDUCER rN 6 II- - 2"TEE - 1•PVC SLUDGE 12" RETURN LINE ✓ 1 , z•Pvc TRASH CHAMBER I DIGESTER CHAMBER CLARIFIER OPERATING CAPACITY:417 GALLONS OPERATING CAPACITY:421 GALLONS CHAMBER j 1 I FLOOD CAPACITY:490 GALLONS I FLOOD CAPACITY:494 GALLONS 160 GALLONS I FLOOD:191 GAL; 65" 56' 1 I 50" 1 54" I 53" i t • 36" o0 o0 o C I r 1"X1t2" 1 0 0 0 o TEE 0 =..�` DIFFUSER BARS(2) lr C" PARALEL TO TANK WALL /Hsi 3• SLUDGE RETURN F>r� ��// LS•TAPER ff {i' SIDE VIEW =1.4 H STONE-FREE NATIVE SOIL �� �� OR COMPACTED SAND INSTALLATIO OVER STONY SOIL 1)Excavate tank hole with vertical walls to 1 tank on ail sides. \K�(F nvIKotir1 ,-,1--2)If bottom of hole-ie'stony;tti$tall-3,of mpact sand&level out with screed. U -- - - --- - - .- -- - - - �` 3)Install tank in center of hole,keeping 1 ft.void space on all sides. I 24'BLOWER I 4)As tank is filling with water,fill in void space with compact 24•RISERS i7YP) SING CAS granular(sandy)soft free of large clumps of Gay. i r 11 / \ NTOPOFLI 5)Install rest of system,&affix risers to adapters with I/ 11 waterproof adhesive. `L j I I ] 4 I ' 6)Perform watertightness test in field as required by local jurisdiction. I 12•RISER I 7)Upon approval to backfill,carefully backfill with native I 1 I I' soils over top of tank. I T,ASH CLAMBER 'I DIGESTER 11CLARiFIE I i 8)Final grade the surface to avoid chaneiling surface L J I _- water toward tank. — TOP VIEW 2.8 rt. AEROBIC TREATMENT TANK DETAIL FOR Nu WA TER BNR-500 TREATMENT UNIT 11;' ' ila pp ENVIRO-FLO, INC. REVISED � �,.;., Wastewater Treatment Technologies 3/01/7 2 ;; -:.,. T,..' P.O.BOX 321161, Flowood,MS 39232 (877)836-8476 (601)845-4716 fax SCALE: :- .. =: 1" = 1.4 ft. - www.enviro-Ro.nef 1 ..i,„ .... 4... up4iiito NI Wal4er �- aovon ccd Trc ofmon2 Sys*cros By Ervuo Fto.Inc \+S • . r �, \ S; 1.1 �.� s �� ,J ��/ o• I `fir 1� \ I • L ily .: 1 1 ..1:v . ,, _ --* ry-. . . ......,. 4frie 7-6 Lt 11 PARTS LIST NuWater NR Assembly Diagram / I A.DUAL PORT AERATOR M.POLY DIFFUSER BAR(Z B.3/8"RUBBER 90'WI CLAMPS(2) N.1"PVC(3 1r2"SECTION) C.318"BARBED ADAPTOR X 112"NPT(2; =`LS;,1"SLIP CAP �� [III\...0 D.1(2"SLIP X 1/2"NPT ADAPTOR , .P /8'CLEAR PVC HOSE(OPTIONAL 5'; A. E. 1"STREET X!/2"NPT BUg¢I! �, .` Q.1/2"PVC PIPE(BY INSTALLERi v2'9a"ELBOW(9) ��'444 f, R.1"PVC PIPE(BY INSTALLER) �`J G.1"X 1"X 1/T TEE c p 8 2o2J S.T PVC PIPE(BY INSTALLER) l H.1"90°ELBOW(3) T.T.1/a$",QARBED ADAPTOR TO 1/4"NPT(2) T X 1"BUSHING 1 ENTAk-I II STREET X 1M"NPT BUSHING(2) J 2'SANITARY TEE COUNT`!E�1V1ROhM V.1/7 PVC COUPLER(2) 1 C.1•PVC CROSS MASON DMA W 2"COUPLER(BY INSTALLER; I"COUPLER(BY INSTALLER) Revised 2/25/12 A 2-Compartment Septic Tank with Solids Pump in Second Chamber vb SECURED LID WITH GAS TAT SEAL 24''DIAMETER • ACCESS IUSER L .GRADE FINISH -` f-•- ` ` Cbchorge - - / • p s FLOATING MAT o. -11 • SEDIMENTS .- SEPTIC TANK APPROVED SEP 18 2025 MASON COUNTY ENVIRONMENTAL HEALTH DJA 11 o� 212 {R The Model 212 offers accessible quality for the cost conscious.This submersible pump is designed for use in residential or light commercialsewageapplications and can be used to transfer groundwater,effluent,or sewage.The pump includes a cast iron motor housing with a corrosion-resistant,baked-on enamelfinish and is designed to provide great heat dissipation from the motor,ensuring a long service life. APPLICATIONS: Product may not be as pictured. • Residential sewage • Water transfer and dewatering W PUMP PERFORMANCE CURVE MODEL 212 • New construction 25 ( , I SPECIFICATIONS: 6_ 20 • 2"NPT discharge o • 1/2 HP = 1L — —— • 2"(50 mm)spherical solids capacity with non-clogging c d- engineered plastic vortex impeller g 10 i For more information,see Technical Data Sheet FM2850. F 2- o s 0.% Oa O ' 0 r 10 20 30 40 50 60 70 80 910 �o°[sks-Li � yGl GALLONS, LITERS IIIIIIIII 0 40 80 120 160 200 240 280 320 F_OW PER MINUTE 153444 Y ,tc et.. a • 264, 266, 267 270 ati� tee, s.- : ,v. ... . �, , - Waste-Mate 0-c- ' ' ' Considered one of America's most popular sewage G7 ejectors, this robust family of pumps is known for 1 reliability,durability and performance.These pumps D I are industry-proven,built of cast iron with stainless steel hardware.Comes with an integral,2-pole,snap- • M action float switch.The heat-dissipadngcastironbody 33 with powder coated epoxy finish provides maximum z pumping performance under the most extreme 0--, conditions.With a coot run design,the hermetically sealed, oil-filled motor and non-clogging vortex impeller add up to a long-lasting,trouble-free product. . ,- -- I-,- PUMP PERFORMANCE CURVE APPLICATIONS: MODEL 264/266/267/270 • Residential and light commercial sewage and dewatering 30 - - • New construction 2 8- • Wastewater/Lift stations , x 25 N*%**N.NN 'I 22,2�S 2 6- 20 SPECIFICATIONS: -, • 2"NPT discharge �G1` � % MADE MADE IN a �tQ US8EAIIOJOUIIYOFLSGGNIENT o 4- is • 4/10 HP through 1 HP • Available in automatic or nonautomatic o • 2"(50 mm)spherical solids capacity with vortex , 2- thermoplastic impeller on model 270,cast iron impeller on 1 5 264 26676 270 models 266 and 267 0 1 • Models 266 and 267 available in 3 phase voltages 20 40 60 80 100 120 140 For more information,see Technical Data Sheets ® GALLONS FM2788,FM2789,FM2790. A 1 P OV6'ril j 100 20o 300 40o soo FLOW PER MINUTE 1'`*'©All rights reserved. ZOELLER PUMP CO. 1502-778-2731 1800-928-7867 I zoellerpumps.com 17 SEP 18 2025 1,2 -14 MASON COUNTY ENVIRONMENTAL HEALTH NA sow iPwiv-i). c ( S 1/4-- ),(-) 1-6kvs-. Technical Specs SEWAGE & DEWATERING See pages 11-14 x . Double SW. Gallons per minute(GPM)@ Height Shut Model HP Discharge Volts Ph Operation Seal Cord Width Height' Off Option Length 5 ft 10 ft. 15 ft. 20 ft. 25 ft. 30 ft. 40 ft. 50 ft. 60 ft. 70 ft. 80 ft 90 ft. (ft) 212 1/2 2" 115 1/2 Auto 10 ft. 9-718' 15-7/8" 82 53 32 -- -- •• -- -- -- -. .. .- 19.5 264 4/10 2" 115,230 1 Auto! 15 ft. 13-9/64" 14-3/4" 90 60 23 -- -- -- -- - -- -- -- - 18 Non 266, 1/2 2" 115.230, 1 3 Auto! 1011./ 13-5/32" 14-9/32" 115 85 45 10 -- - -- -- • 20.5 267 200208,460 Non 15 ft. T-40 270 1 2" 115.230 1 Non v 20 ft 13.1/16" 15" 132 101 77 56 29 -- -- - -- -- -- -- �9t- 115,230. Auto/ 282 1/2 2-or 3" 10 ft.1 13-9/16" i8 127 96 64 34 6 -- -- -- -- -- - 26 ;,3 200,460 Non SS ft 13/16" 284 1 2"or 3" 230, 1,3 Non 10 ft/ 13.9/16" 18- 179 157 133 106 73 42 -- -- -- -- -' 35 I00,460 1S ft 13I1b' 292 1/2 2"or 3" 115,230, 1,3 Auto/ 20 ft. 12-7/8" 18-9/16" 135 120 104 87 70 51 -- -- -- -• -' '- 40 200,460,575 Non 293 1 2"or 3" 230,200, 1 3 Auto/ ✓ 20 ft. 12-7/8" 18-9/16" -- -- 122 111 99 85 51 6 -- -- -- - 51 460,575 Non 294 1-1/2 2`or 3'. 230,200, 1 3 Auto! -' 20 ft. 12-7/8" 18-9/16' 196 181 165 150 136 124 99 67 16 -- •- - 62 4662sTs Non 295 2 2'or 3'. 230,200. ] 3 Auto! -, 20 ft. 12-7/8" 18-9/16' 214 199 186 173 161 '-49 :24 98 66 23 -- -- 75 460,575 non i 5ft 10ft- 15 ft 20ft 25 IL 30ft. 35ft 40 ft. 45 ft Soft. 55ft. Soft 404 2 4" 234.E 0' 1,3 Non 20 ft. 16-1/8" 26" 300 265 224 184 134 60 -- -- -- •- -- -- 33 405 3 4 230,2200, 1,3 Non " 20 ft. 12-3/4" 18-9/16" 361 326 284 241 197 134 50 -- -- -- •- -- 38 460 611 1 3"or 4" 234.200, 1,3 Non Standard 25 ft. 17-9/16" 29-1/4" 255 190 110 35 -- -- -. -- :: -- 22 621 1-1/2 3"or 4" 23460 0' 1,3 Non Standard 25 ft. 17-9/16" 29-1/4" 340 277 215 143 72 29 631 2 3"or 4" 2460 30,200' ' ] 3 Non Standard 25 ft. 17-9/16" 29-1/4" 385 330 275 220 150 80 -- - .. .. .. .. 35 575 641 3 3"or 4" 230,200, 3 460,575 ,3 Non Standard 25 ft. 17-9/16" 29-1/4" 480 430 380 325 270 208 :43 72 -• - -- -• 44 651 5 3"or 4" 230,575 460,575 200. 1,3 Non Standard 25 ft. 17-9/16" 29-1/4" 575 533 490 440 390 335 280 220 150 80 -- -- 55 661 7-1/2 3"or 4" 230,200, 3 Non Standard 25 ft. 17-9/16" 29-1/4" -- 600 560 515 475 430 383 330 280 220 150 85 65 460.575 'Single Seal Units See pages 15-17 GRINDER PUMPS �� :v;. Gallons per minute(GPM)@ Height Model HP Discharge Volts Ph Operation SLengthd Width Height„ Shut Length Soft Soft SO f. 70 ft. 90fr.. 110 130 150 170 190 210 220 24O Off(ft) ft ft ft. ft. ft. ft. ft. ft. 810 1 1-1/4" 230 1 Non 20 ft. 15-1/4" 22-3/8" 15.3 14.2 13.2 12.3 11.5 10.5 9.6 8.7 -- -- -- -- -- 150 815 2 1-1/4" 230 1 Non 20 ft. :5-1/4" 22-3/8" 15.3 -4.2 13.2 12.3 11.5 10.5 9.6 8.7 7.0 6.8 5.7 5.0 4.0 240 S ft. loft 20 ft 30 ft. 40 ft. soft. 60ft. loft. 80 ftp ft.9 100 210 120 Shut ft ft, ft Off(ft.) 803 1/2 1-2/4" 125,230 1 Non/ 15 ft. 10-3/16" 24-3/32- 35 31 22 9 - - 35 805 3/4 1-1/4' 115,230 1 Auto/ 15 ft. 10-3/16" 14-3/32- 40 37 29 20 8 -- -- -- -- -- -• - .- 45 Non 807 1 1-1/4" 115,230 1 Nan/ 15 ft. 10-3/16" 14-3/32" 45 42 35 27 18 7 -- -- -- -- -- -- -- 55 818 1 1-1l4" 115.230, 1 3 Auto/ 20ft. 11-5/8' 18-5/8" 43 42 37 28 16.5 -- -- -- -- -- -- -- -- 53 200,460 Non 819 1-1/2 1-1/4" 230 2013, 13 Auto/ 20 ft. 11-5/8" 18-5/8" 43 43 43 42 39 32 22 12 -- -- -- -- -- 81 460 Non 820 2 1-1/4" 230.200, 1 3 Auto/ 20 ft. 11-5/8" 18-5/8" 46 46 46 46 46 46 43 36 27 16.7 7 -- -- 107 460 Non T Sao z 1-1/4'. 232.00. 1,5 Non zu ft. 21/32- 24-7/32•- 4] 45 45 44 42 30 30 23 10 10 3 -- -- 104 841 2 1-1/4" 23°G0�' 1,3 Non 20 ft. 13-3/16" 22" 54 54 54 54 54 52 49 43 36 28 19 21 4 125 0 842 2 1-1/4" 23°4'62,00' 1,3 Non 20 ft. 21/16" 23-3/4" 34 34 34 34 34 34 34 32 29 25 20 13 4 125 'Single Seat Units 1 NOTES. •BN/BE Models available packaged with a piggyback variable level float switch. /`-- j ' •A double shaft seal available or.280.290,400 b 600 series. a1 " F. r �- .' S %' ti 34 ©Alt rights reserved. ZOELLER PUMP CO. 1502-778-2731 1800-928-7867 I zoetlerpurtSf[mrry MASON couN ! 8 2025 n fNVlRONhIENrq�HEALTH „4k .44(twat Septic i)esigtvs, Jac. jp;. ,a airk 4 NuWater BNR Pretreatment `'.ram ��- ' INSTALLATION & MAINTENANCE Pressure Distribution Systems a Gib 5100349 `�• y1 '' PAULA JU'!JOHNSON 9�Wpt5���”.exatr�6 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 plot plan. One required at distal end of each lateral in drainfield with bottom extending to the drainrock/native soil interface. Glue "T"to bottom so Observation Port cannot be easily removed from ground. Install removable cap on top of port at final grade level. 5. Install drainfield during dry weather and soil conditions; any soil smearing must be eliminated by hand raking. 6. Install threaded clean-outs at the end of all laterals (cap must extend to within six inches of finished grade and be marked with locator tape or rebar). 7. Install audio/visual high water level alarm. Redundant off switch not required. 8. Install check valve in pump outlet line to prevent system from draining back into the pump chamber. 9. Tee to Tee construction between laterals and manifold with orifices oriented at 6 o'clock. Install laterals to the manifold with the orifices at 12 o'clock, (do not glue), after pressure test and Environmental Health Dept. approval,turn orifices down (6 o'clock) and glue laterals to manifold. Orifice shields may be used with orifices in the 12 o'clock position in lieu of turning the orifices down to the 6 o'clock position. 10. Filter fabric required over drain rock prior to back filling. If the drain rock extends above natural grade, run the filter fabric at least 2 inches down the trench wall. 11. Waterlines must be a minimum of 10' to any tank or drainfield (a reduction to 5' may be obtained with a State waiver on lots that meet minimum lot size). Encase all water lines within 10' of septic transport lines and under any driveway/parking areas. 12. Divert all storm water runoff away from on-site sewage system. 13.No curtain drains allowed within 10' of the up-slope edge or 30' of the down-slope edge of the drainfield and reserve area. 14. No vehicular traffic over drainfield area or tanks. 15. Inspect floats, clean filters, and test high water level alarm every 6-12 months as needed. 16. All materials and workmanship must meet County and State regulations. 17. Deviation from this design without prior approval from the Designer and Mason County Environmental Health Department will make this design null and void. 18. All manhole lids and access, sampling or inspection ports must have locking covers and be located at ground level. 19. All pressure systems with a pump chamber outlet higher than the drainfield must have an anti-siphon valve or a 1/8"hole drilled in the discharge pipe above the pump to prevent siphoning. Ensure anti-siphon hole sprays down/away from tank opening. 20. All transport lines under driveways or parking areas must be encased to prevent crushing. 21. Homeowner is responsible for all property lines and easements. 22. Please Note: When you begin using your septic system, contact your septic installer to discuss setting up a schedule for your required Operation& Maintenance on your NuWater pretreatment system.