HomeMy WebLinkAboutSWG2024-00448 - SWG Application / Design - 11/19/2024 MASON COUNTY 415N BHELTON: , 0427-97 ,EXT 400
H STREET,
SHEL ON, EXT S
BELFAIR:360-2754467,EXT 400
Public Health & Human Services ELMA:360462-5269.EXT 400
FAX:360427-7787
On-Site Sewage System Permit: SWG2024-00448
APPLICANT WILFONG ET UX ET AL JOSEPH ERIC Phone: 512-633-6857
&ELISHIA HALEY SHIREY
Address: 3200 Galvin Rd CENTRALIA, WA 98531
OWNER WILFONG ET UX ET AL JOSEPH ERIC Phone: 512-633-6857
& ELISHIA HALEY SHIREY
Address: 3200 Galvin Rd CENTRALIA,WA 98531
SEPTIC DESIGNER PAULA JOHNSONe Phone: 360-898-2255
Address: 171 E VUECREST DRIVE UNION, WA 98592
SEPTIC INSTALLER MAPLES EXCAVATING Phone: 360-463-8474
Address: 911 SE ARCADIA SHELTON, WA 98584
f Site Address: 700 E Daniels Rd
! Primary Parcel Number: 320112400000
Permit Description: New 3-bedroom NuWater BNR500 system
Permit Submitted Date: 11119/2024
Permit Issued Date: 1210612024
Issued By: David Anderson
Current Permit Fees Paid: $540.00 (additional ees may m required aaon insfanatmn of system).
Permit Expiration Dale: 12/04/2027 (based on dale or Inspection)
Permit Conditions:
1 Proposed development subject to zoning requirements and approval by the planning
department staflper 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 Drainffeld 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 bacMi 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.govlhealthlenvironmentallonsiteloss-Inspection-mquest.php or call:
360.427.9670,extension 400.
OFROALUSEONLY
® lI i9 Zo2'/
MASON COUNTY y
COMMUNITY SERVICES
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m SWG O A
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ON-SITE SEWAGE SYSTEM APPLICATION > N
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APPUGWT Qt RIOxE m m
j Joseph Wilfong " D— �' (512)633-6857 z
311 MAILINGADDRESS STREEICTSTATEZIPCCOE Z T+
3200 Galvin Rd o IT? Centralia WA 98531 DD
SREADDRESS S REF DTYZIPOOLE
700 E Daniels Rd o Shelton WA 98584
NAME OF DESIGNER N RHONE I N
Arrow Septic Designs (360)898-2255
NAMEC£INSTALLER R10NE . I 0
Maples Excavating U (360)463-8474 <
FEWITTYPEf.—) ORI WING VNTER SOURCE T
KNEES
EilwNN ITYOSS BCOMMERCIALO33 EPRIVATEWDMDUALWELL UPRNATETNOPAR WELL 2 I �
rvPECF vwx ImNn me) M PUBLC WATER SYSTEM
®NEWCONSTRUCTION/UPGRADES EUREPAIRBEPLACEMENT OTHERDETNL8Re 0VRIAAW OTABLE I%REPAIR IN
SURIIPTALS O SURFACING SMAGE O EXISTING FAILURE O SHORELINE
®�ICESIGHFORM(REOUIRED) IEUS SEPTICDESIGN(REQUIRED) SECFOONS LOTSIEE r0 IA
5lWNVER(S)(IF APPLICABLE) 3 BR 10 acres I '
DIRLOTONSTOSITEANDSREDONDTONS'.(1rh ,RN) O
Go out Hwy 3 and turn (R) onto E Agate Rd. Turn (R)onto E Agate Loop Rd. Turn (R)onto I o
E Daniels Rd. Destination on (R). Turn at pink mailbox"756" and go down long dirt r o
driveway. Look for pink flagging on the right. If you accidentally drive past, there is a tum
around spot. I o
AO ANO TtlTMQlStlU1f#MGGEO NfTN lE1TMWENUYSFRS 0
OFFICIAL USE ONLY BELOW THIS LINE
u wRADE(FNLURE sOURce IIa,,ewlono wICNRF)
OVOWNTARY QMAINTENANCEPUMPING OBUIIDINGPEWIT OHOME35LE OCOMPLAINT 00THER.
INSFMITORSOLLOOS COM.VNTVICpIDTONS
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SOILLOCFS: RECORD DRANNGAND INSTAL ION REPORT
V=VERY
G=GRAVELLY S-5RNO B-MLT C•CIAY E-EXTREMELY R'RW REQUIRED FDA FINALAPFRWPL
1 N$ R GNPT RE WTE AFPFONEYPIRATIONDATE APPLICATI RWED ISSUED BY W E
It/y/1�t IZIN 170? 121ble019
THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED I.,
fl
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DESIGN FORM—PAGE ONE Assessor's Parcel Number: 3 2 0 1 1 — 2 4 — 0 0 0 0 0
A design will be reviewed when 3 conies of each of the following are submitted: applicable items on checklist
•Completed design form that has been signed and dated. Scaled layout sketch,including all app
•Sealed plot plan,including all applicable items on checklist. •Cross-section sketch,including ail applicable items on checklist.
This form may,he scanned and available for public view on the Mason County Web seM e. aximum er srze: 11"X/]"
PARCELIDEKMCATION
pp Arrow Septic Designs,Inc
Permit Number SN'G 202 Pl7yyV Designer's Name: —'
Joseph Wllfong Designer's Phone Number: (360)898-2255
Applicant's Name: 171 E Vlawmrt Dr
Mailing Address: 3200 Galvin Rd _ Designer's Address:
WA 98582
Centralia WA 98531
Union,Central.
Cin State Zi
Citr State ZitFSl6N.YA1�1
Treatment Device
❑Ukadon Siofilter ❑said Filter ❑Mound ❑Sand Lined Drainfield 0 Recirculating Filter,Type:
6dAerobic Uvit Mahe/Model
NuWseer BNR-M O Disinfection Unit Maka/Model Other. 500 Gallen pre-bash tank'
DraiufieId Type 0 Sub Surface Drip
❑GravitF�k
Ef Pressure Trench ❑Bed
eptic Tenla"nainfreld Specifications Laterals
3 Schedule/Class 40
Bedrooms 25 ft
:Operating Capacity 270 gpd Length
360 gpd ` Diameter1.25 in
:Design Flow Capacity(working) NuWakrBNR-500gal Numberoil Type(1-6) q Separationoil Appl.Rate 0.6 gpd/fe Orifices
Required Primary Ares
600 ft, Total Number of Orifices 40
Designed Primary A
600 Diameter 3116 in
rea
Designed ed Reserve A
600 fta Spacing 60 in
TrenchBed Width 3 R Manifold
TrcnchB dW
ed Length 200 ft Schea/Class 40
Elevation Measurements Length
header ft
original DIfAlte Area Slope
3 Diameter 1.25 in
New Slope,If Altered 3 % Preferred manifold configuration used? IiiYEs ❑No
DepthofExmvmion Uµslop= g in Transport Pipe
from Original Gmde ooxa-snipe 8 in Schedule/Clws 40
Designed Vertical Separation 12t in Length 160 ti
Grevelless Chambers Required? O Yes 13 No if Optional Diameter
2 in
Pump Required? 16Yes 13No Dosing and Pump Chamber
pump/Siphon Specifications Number ofdoses/day
4
Diff.in Elevation Between Pump&Uppermost Orifice 12 ft Dose quantity 90 gal
1,000 gal
2 ft Chamber Capacity(flood)
Dm nfieid Squirt Height/Selected Residual(head) Pump controls:Please check those required
Uppermost Orifice trm
Higher 0 Lower than Pp Shutoff `
Total press=Head 23.6 gpm IflTimer G(Elapse Meter G(Evenl Counter
Capacity @ 16.02 ft If Timer: Pump on 2 minks Pump off 6 boom
Calculated Total Pressure Head
Comments
1s�12
DESIGN FORM—PAGE TWO Assessor's Parcel Number:3 2 0 1 1 — 2 4 — 0 0 0 0 0
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
RJ Test hole locations 69 Drainfield orientation and layout Reference depth from original grade:
ig Soil logs lid Trench bed dimensions and R1 Septic tank
E6 Property lines critical distances within layout lif Drainfield cover
9 Existing and proposed wells 19 D-BoxNalve box locations Reference depth from original grade
within 100 ft of property fill Septic tank/pump chamber
and restrictive strata:
19 Measurements to cuts,banks,and locations 0 Laterals,trench/bed,top and
surface water and critical areas E6 Observation port location bottom
❑ Location and orientation of 69 Clean-cut location ❑ Curtain drain collector
curtain drain and all absorption Rf Manifold placement ❑ Sand augmentation
components
Iff Orifice placement Other cross-section detail:
19 Location and dimension of Id 16 Observation
primary system and reserve area Lateral placement with distance ports/clean-cuts
0 Buildings to edge of bed Other Information
lid Audible/vis referenced Yes No
9 Direction of slope indicator If Scale of dr wit on scale 0
'UY ❑Design staked out
� Waterlines bar r ' ❑ Rf Recorded Notices attached
fid Roads,easements,driveways, �. ❑ Ili Waivers)attached
parking a°r use° 69 ❑Pump curve attached
North arrow and scale drawing ❑ 2f Evaluation of failure
shown on scale bar Non-residential justification
51 p ..
Yr 0AULA JOY JOu,so,, , li! ❑ Waste strength
.1d g t Ea.. Rf ❑ Flow
DESIGNAPPR AL
The undersigned designer must ben ' ied by ' stal at time of installation Id Yes ❑ No
$-7A
Signature ofDesrgner Date
The undersigned has reviewed this design on behalf of Mason County Public Health and determined it be in
compliance with state and local on-sit�e °latiom:
Uvirtmmental Health Sp ec%��`/ Da ��SeNCCUN�l,�,�RO6?OZY
��q N�FNTAG CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: y..
jy
The design is stamped"Approved"by Mason County Public Health
v'
The Onsite Sewage Permit has not expired,the Permit Expiration Dare is..
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 re uired.
This form may be scanned and available for public blew on the Mason County Web site.
Updated Date: 17J7f1015
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F LeT-Pua1J q
O2 J Cleanout csE.Ptt + [-Ll- IE `�Itl.forc
V"CEI,#3201l —Z4-O()OO 0 � 500 Gallon Pre-Trash tank
—100 E DAI'SlFl5 RD O NuWater BNR-500 ATU Tank
S F L CCU t l L jf} Sa 4 O 1,000 Gallon Pump Chamber I
' O Valve Control Box
d -TKST �GL O Set:as P..-....(3 iN B��ILI
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Note: (Trench with Infiltrator Layout)
SCa l4 : (' m 10' O=Observation Port-to be 4^solid
b PVC pipe from top of infiltrator to finished
6 to jr- 2 e grade. A removable cap shall be installed on
observation port pipe. Screw observation port
�1
into infiltrators So they can't be removed.
Minimum of!R in system.
Latends are to be centered in trenches.
/.1gSO
4,
0
06,4 �FC 06"2 r`
a---SCREW ON CAP
F-'v".( 45 DEGREE ELBOW OR
0 W.S. �� Gv"e
LATERALSWEEPING 9U
.l C2` END OF
q�lY DITCH DETAIL
CLEAN OUT
7"5 L *- NOTE, CLEANOUT TO BE FROM U TO 6
S ^ Zllt�Zrr d`r 911 INCHES BELOW FINISHED GRADE.
(o I, MARK ENDS WITH REBAR. .CLEAN OUT
�� �• 6 REQUIRED AT END OF EACH LATERAL.
2} +'D Ori =60-R.a EudDL urapp^1
30-from
60^O.C.(S Orifices;
S'ti'r`�cam' 24"from manifold
yu- 24"from Elbow
U Elbow 6"from End of Tmch/Bed
3 � 12
Length Length Orifice # Distance from Distance from
Lateral# In. Ft Spacing Orifices Feeder Line In. Cleanout In.)
1 300 25 60 -5 30 30
2 300 25 60 5 30 30
3 300 25 60 5 30 30
4 300 25 60 5 30 30
5 300 25 60 5 30 30
6 300 25 60 5 30 30
7 300 25 60 5 30 30
6 300 25 60 5 30 30 ` ^
Total Lateral Len th 200 ° C
Total#Orifices 40 GPM= 23.6 e
?1gSONCOGH Oroe
®��
Dynamic Head Calculations n- 1
0 L6poN °?y
Selected residual pressure: 2 ft. ✓,q �FNq
Length(Ft.) #Orifices
Transport Pipe 160 40 1.60 ft.
Feeder Total
Lateral Line Length
Lateral#1 25 2 27 5 0.04 ft.
Lateral#2 25 7 32 5 0.05 ft.
Lateral#3 25 12 37 5 0.06 ft.
Lateral#4 25 17 42 5 0.06 ft.
Lateral#5 25 2 27 5 0.04 ft.
Lateral#6 25 7 32 5 0.05 ft.
Lateral#7 25 12 37 5 0.06 ft.
Lateral#8 25 17 42 5 0.06 ft.
Total Elevation Lift SECURED LID WITH GAS TIGHT SEAL 12 0 THIiiiEADED UNION
24-DIAMETER .
Total Dynamic Head ACCESS RISER t 16. 2 ft. SERVICE
FSNSI GRADE __ VALVE•
FROM SEF TIC C_--�TO d Fww
TANK
i1aRAat ANT SIPHON
VALVE•
HIGH WATER ALA MLEVEL
1NOMMME14T
1101dK LEVEL WORKING VOLUME FLOATSM
FOR FLOAT
of vR PLWF CHMOUNnLV
ECOC VALVE
CENTRIFUGAL
e 1o0]a9 f ' PUMP CHMLER
PAVU JOY JO INSON'.. m'P1CAL1
LYC SE D Si N
FxPl�a AS NEEDED
Septic Tanks must meet standards required by WA( chapter272C and FIGURE 2
manufacturer must be on Dept of Health list of registered se a tanks.
WA nom►ublication#337-M Pala 35 of _ 7
• _ Bronze construction available(139 series)
• High head version available(145 series)
Double shaft seal versions available for added protecdon
Flow-Mate °"m°axis 140/145.
For mom raformatfon,see Technical Oats Sheets FM228Z FM2783.
In high head dewatering or effluent
applications where pumping
performance is critical, this robust _ 9= rErsz
family of pumps is known for reliability, •O61j1"wOa
durability and performance. These
pumps are especially suited for harsh 7
environmems.Zcefler'scoolmn design
and cormsiomresistam,powder mated
epoxy finish add up to a long-lasting,
trouble-free product
APPLICATIONS:
• STEPoronsmapptiwdons 9.
• watertransfer
• Light commercial dewatering
BPE-1/2- Kdis
• 1-1/2"N rough I rge
HP
• Available
HPthmughi HP yppE�t tNp UgA
• Available in automatic or nonautomatic Ii1MM1lLLOA81
Model 137,139,140:1/2"(12 mm)spherical solids ,
capacity with vortex impeller
Model 1":31C(19 tom)sphericai solds capacity with
vortaximpetler ^^•+�„ ,uex
•r'
* � PUMP PEHFORMECUHVE
Dose-Matapr e(lu val& MODELI53
M
This is our fastest growing line of effluent +a m +
pumps.The 150 series is truly a workhorse
designed for reliability under extreme +s ao
conditions in an effluent environment.
150 series pump curves cover a wide range x xa +ax
of applications. They are well suited to y as
applications with low pressure pipe(LPP) €3 a +a+
and enhanced flow STEPsystems.Zoeller's xaY
cool run design and corrosion-resistant, a w
powder coated epoxy finish,in addition
to the hermetically sealed,oft-filled motor is
and non-clogging vortex impeller add up to
a long-lasting trouble-free product 1°
APPLICATICNB:
• STEP oromim applications o
Light commercial dewateringAYM9a�p11l�1 "."^� +� 440 .9. a
OMOOFWATIONB: m ss o a "i • caw zw xw an aro
• 11/2'11PTdxscharge ` •ixvn
3/10 HP through 112 HP S �•, 0p � r7�•
Available in nonautomatic or with a variable level �f�I CC F•4'�
piggyback mechanical switch '0' �6 f
1/2-(12 mm)sphencal solids capantywith vortex `rye, 1�1
thermoplasticimpeUer
Formom inJozmadan,see Techniml Oata Sheet FM2284. ONf�`��✓7
0MInghtsmserved. ZOELLER PUMP CO. 1502-218-2131 I g 928-7867 I . pu m 9
5 ��2
77s
B Sewage Basinse Systemsdy/assembled) SPECIFICATION&
Available in high-density polyethylene structural foam(PSF),
• polyethylene or fiberglass
NB: Ideal forresidential,commercial and industrial applications
ces,easier installation and Complete with necessary sealing hardware and flanges
ryr and reduces installationAvailable with 2"or 3"vent and 2"or 3"discharge
Lid with gasket and 4"cast iron inlet hub with anticorrosion
2'(50 mm)solide-handling pump coating are included with the sewage basins
Centerline of hub is located 10-1/2"(26.7 cm)from top of
2'PVC discharge pipe,30"(76 cm)long on 16"x30"
• (46x76 cm),24"(61 cm)long on 24"x24' I61x61 cm)and basin Ind.).Custom locations available
36"(91 sm)long on W:36"(61x91 cm) • Polyethylene sewage pump basins are IAPMO approved.
Basins-polyethylene,poly-foam or fiberglass construction For 10'(3m)Mack teat models,refer to die rts on FNIM7.
with poly pr solid steel coven and 4'pipe seal hub,4'PVC Sealed(radon)basins for sump pumps in 18"x22"
hub(deluxe)or 4'cast iron hub on L.A.Code Systems (45.745.9 cm)and 18"x30'(45.706.2 cm)sizes
Chad valve options-30-0151,304)020,300021,30-0101 or Polyethylene sump basin available with plastic unsealed
30-0103(not included) covers in 18'x22"(45.7.55.9 em)
Systems available with alarms and preinstalled alarm float Sewage basins are watertight and gas-tight when properly
Premium indoor systems have a installed
inspection,Torque stops and an anti-rm- cover for easy pump flotation device. Durable steel cover with gasket standard on simplex and
Side discharge systems rated for outdoor burial:solid duplex sewage basins
polyethylene structural foam lid and basin with 2"discharge One piece,seamless construction on all basins
on side Duplex covers include two pump plates and inspection plate
3/16"(5 mm)vem hole drilled Ready to install for economical and simple installation
Dimensional engineering data available
See FM2764 far further information. Temperature rated 130-F S4°C)
Fiberglass models available that will pass the 10'(3 m)water
24•• X 24" Simplex stack test.(Refer to charts on FM0487) (L A.-RR-5311)
Sewage System Various cue om diameters and lengths available in fiberglass.
Consult factory. Also with 10'(3 m)water stack test.
See FM2485 for iurthar information.
See,FM0487 for furtherinformadon end accessories.
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k PUMP PERFORMANCE CURVE
211fZ64266 MODELS
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b��2 ®Allrightsreserved. ZOELLER PUMP CO. 1 Si 1 600-828-7867I www.zoeller.cem w 5
Your Peace of Mind is Our Top Prforitye SECTION: 230.015
00 791- l` FMi495
Product infomation presented L LLLL 0214
he mflem conditions ateme Sul
of publication.consult fa=ry 0 0 ri 7,T12a 0511
fmmnlddivereparwes a Zoeller Family of Water Soluticos
MAIL 70: P0.BOX 15347•Louisviffe,NY 402560347 visit our web site:
SHIP To. 3649 cane Run Road•Lmisviii KY 10211-1961 WWW.ZOelfer.COrrf
(5021 n8-2731•1 f800)928-PUMP•FAX(502)77b3024
COMPARE THESE FEATURES 264 SERIES
• Non-clogging vortex impeller design
• Float operated,2-pole switch "WASTE-MATE"
• Durable cast iron censouction. Cast iron switch cap,motor,
and pump housing. (For Pump Prefix Identification see News& Views 0052)
Engineered plastic base SUBMERSIBLE
SEWAGE/EFFLUENT" w
• Stainless steel screws, bolts, handle, guard, arm and seal UL OR DEWATERING PUMP
assembly
• 2" NPT DISCHARGE
Engineered.glass-filed,plastic impeller with metal insert• UL listed 3-wire cord and plug. 15 ft. cord standard for POWDER S9f1(9 '
automatic&nonautomatic ® COATED
• Conosioll-resistant powder coated epoxy finish Q US TOUGH'
Motor-A HP 115V&230V, 1 Ph,60 Hz,1725 RPM,oil filled
PSC motor, hemtetically sealed, automatic reset thermal I'
overload protection
• Upper and lower sleeve bearings running in batpof oil
• Carbon and ceramic shaft seal ^
Passes 2"spherical solids
2"NPT Discharge
Ftil
• On point-12-12' OR point-4-112" �y
Node: The sizing ofeffluent systems normally requires variable
F���H
level 6oat(s)controls and property sized basins to achieve
required pumping cycles or dosing timers with
nonautomatic pumps.
SIMPLEX AND DUPLEX
SYSTEMS AVAILABLE
MODELS AVAILABLE
• AUNmauc
• Nonautamalic(for vadatk level systems)
• BESBN264 available pad<a0etl wiN
Plpgybatk vanehk level float swirdf.
'Wy be uYE in C,cse 6er6a IMefe W va Oc nd,e6111C1 etllCi 61Ze In NWMnLayWm6.
0 Copyright 2014 ZoOer Co.Al nl reserved.
i fL PUMP PERFORMANCE CURVE TOTPLDYNNAN:XFPNFLON ~I(1i3 an) r—ptRl
MODEL 2" SEWAGENiO DEWATERING Enar
OW
MODEL ze
a 20 NC
Feet SIWrs Gallons tNers ltzz and
r 5 1.5 90 341 +
Y 15
d 10 3+0 60 227 Eases'
61a
c t0 15 6.6 23 e7 \ II
t SMhoRHeaD: 19RI5.5 m)
2-
5
0
20 60 60 90 100 14W '
GALLONS
LITERS 0 160 320 oycOG �F0 Evz
ROW PER MINUTE4;R
y�jF
'�9 y�Fyl aX,eu
CONSULT FACTORY FOR SPEe*APPLICATIONS
Electrical alternators for duplex systems available with variable level float switches •'for'M"and'D'models,the approximate gallons pumped
Minimum recommended basin size out per cycle are:
Simplex-18'x30' Tank Diameter Gallons Pumped
Duplex-30"x36' 18'Simplex 8Gallons
• Standard Automatic-Weight 35.51 Its..4 HP 24'Simplex 15 Gallons
High wafer alarms available 30'Duplex 22 Gallons
Mechanical alternators available for duplex systems 36•Duplex 33 Gallons
LGAMTaoN Maximum temperature of sewage or dewatering must be limited to 48'Duplex 60 Gallons
130aF(54aC). For over 130'F(54aC)special quotation required.
264 MODELS CONTROL SELECTION
Model volts Ph Mode Amps Simplex Duplex
M264 115 1 Auto 9.4 1 4
N264 115 1 Non 9.4 2 or 3 4
0264 230 1 Auto 4.7 1 4
E264 230 1 Non 4.7 2 or 3 4
SELECTION GUIDE
1. Integral float operated mechanical switch, no external control required.
2. For automatic use single piggyback variable level float switch or double piggyback variable level float switch. Refer to
FM0477.
3. See FM1228 for correct model of simplex control panel.
4. See FM0712 for correct model of duplex control panel or FM1663 for a residential alternator system.
cw..nO
nmMrausoraawazcaixm+ONo.:e ,mm95,Su.A P—, e .I... dSIONPi. pll lnanlation of ce All W.oAd..nMvi, sfineviMg alleule Gtlonefiyapu ..I
5aMd Pump CM FM FM1W Nam$ M.`M FMMAS:Sumd°avaAa Bxam,FMNdI.anE Smile PMu ..nl i..lEan.All WatriNEannd th. coon aM1ouMO ullHiW11 Aing M.
Slmpea Pump Lwetl.FM1'da'.Nam,Svs'am.FMOi]i. Mast NHimal EIB[di[Coe(NEC)one iN OceupatkNl Sefe[y enE XBal,n Aq(GSNA).
RESERVE POWERED DESIGN
For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump.
\`ILOELLER FTo. 3 R0.Box 14bI•louwvOe,Ny YQ56WQ
SM2)G 61B Cene Run2AM MF-FAX.KYdL211.i3E1 visit our web site:
(S'RfrrH�ln1.1(a]BI92B�PUMP�FAX(SO2)7d3624
www.zoelieccam
a Your Peace o/Mind is OurTDp Pdodty'
so - n f2 0Copyrkht 2014 Zoeller Co.Al nghtz mse d.
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1)E eNh ats tank hole wlth vertical walla W 1 JOpt lalger than
4 tankmaliaides.
2)R Moto-of hue is stony,in call 3-of comp.,sand
out with seem.3)Install tank in renter al hole,keeping 1 fL void apace on —__ __ _—7 LLF---
all sides. I 24'PoSFRS zrxowfw
4)As lank is filling w8h water,fi0 in void Spew Win-,pad ! G
granular(sandy)moil hea of large dumw w day. rpm OP
5)mail rest of system,a affix risers to SM,,,with
Waterproofadhesel
6)Perloml watertighmeae eat In field as repuked by 1.1
phadiction.
r)Upon approval W backfiil,carefully backfill with native trPoset
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8)Final grade Me surface W mid chaneliing surface
water toward rank L------'I------JL--J
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ww� AEROBIC TREATMENT TANK DETAIL FOR
NuWA TER BNR-500 TREATMENT UNIT
ENVIRO-FLO, INC. REVIaFD
wastawaror rreavnt of technologies 3101112
P.O.BOS321161,Flowood,MS 39232
(677)836-84r6 (801)a4s4n6 fa,r 1" = 1.4 ft.
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Nu Water
PARTS LIST NuWater NR Assembly Diagram j
A OVAL PORT AERATOR M.POLY DIFFUSER SAR M?
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C. 9 A ORFI2'NPT(3; O., COP
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FIP WELBOW(3) R.1'PVC PIK(SY INSTPLLM (�
G.1-W.asow(3) S.T PVC PIPE(SY INSTALLER)
N.+'W.FLSOW(3) T.Ire"&1RBE0 gpgPTOR TO t/a"NPi aJ
PX 1'& III U.1?ETREET%VS'NPT BURNING 13)
J.Y'SANITARY TEE V 12-PJC COUPLEP.(2)
[.1'PVC CRO55 W.T COUPLER(EY INSTALLER'.
L.I COUPLER(BYINSTALLER) +
Revised 2/25/12
CLvtow Septic A,3iq w, 9nc. o f
NuWater BNR Pretreatment
INSTALLATION & MAINTENANCE }
Pressure Distribution Systems +oo�s l
PAVLA JOY JONNSON
$ I
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,tam 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 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.
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