HomeMy WebLinkAboutSWG2024-00410 - SWG Application / Design - 10/7/2024 MASON COUNTY 415N6S H ELTON: '0427- W40
HSTREET,
SHEL ON,N, A 9aS84
967'
BELFAIR:360-275-0 67,EXT 400
Public Health & Human Services ELMA:360482-5269,EXT 400
FAX:360-427-7787
On-Site Sewage System Permit: SWG2024-00410
APPLICANT BEYER MICHAEL K&TAMARA J Phone: 360-878-5154
Address: 2610 W DECKERVILLE RD ELMA,WA 98541
OWNER BEYER MICHAEL K&TAMARAJ Phone: 360-878-5154
Address: 2610 W DECKERVILLE RD ELMA,WA 98541
SEPTIC DESIGNER PAULA JOHNSON' Phone: 360-898-2255
Address: 171 E VUECREST DRIVE UNION,WA 98592
SEPTIC INSTALLER WORKMAN CONTRACTING Phone: 360.463.9573
Address: 170 E TIMBERLAKE DR SHELTON, WA 98584
Site Address: 130 W Doggone Ln
Primary Parcel Number. 620177600010
Permit Description: New 3-bedroom NuWaler BNR500 pressure system
Permit Submitted Date: 1010712024
Permit Issued Date: 10/1712024
Issued By: David Anderson
Current Permit Fees Paid: $540.00 (amdmoai fee:may bao,,,nd ufno metallanon ofsyatem).
Permit Expiration Date: 10/1512027 (based on deta of lospefion)
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 ups/ope and downslope depth specked 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.govthealthlenvironmenta I/onsite/oss-inspections quest.php or call:
360-427-9670, extension 400.
ocT o 7 2024
1/` OFFICIAL USE ONLY
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ON-SITE SEWAGE SYSTEM APPLICATION > 's
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APPLICANT v r
Michael Beyer (380)878-5154 z
MAWNGADDRESS-STREET.CITY SFATE,LPCOOE 3
2610 W Deckerville Rd Elma WA 98541
SITE ADDRESS.STREET.01.PCOCE Elma WA 98541 I on
130 W Doggone Ln
1AME01OESIGNFA NDNIWWM��CE
RI I N
Arrow Septic Designs 360)898-2255
NAME OF INSTALLER ONE 0 I O
Workman Contracting, LLC 360)"3-9573 c
PERpMIT TYPE(aw ") C p ERS CE L:,m1REEIDENTALOSS WCOMMUNITYDSS 61COMMSECMLOSSEINDIVIDUALW£LL WPRIVATET0CPARTYWEEE ZT(PEOFNORxA%, cm) CC WATER SYSTEM®NEWCONSTRUCTION/UPGRADES 1-OREPAIR/REPILGEMENTW(w Wm NFW QTABLE M REPAIR ICI
SLEIPGL3 SCINGSEVOIGE DERISTINGFNLURE QSHORIBLINE DO
JEDEBIGN FORM(REOINREO) 9SEPTICOESIGN(REOUIRED) WIENS r I �
EVINVER(S)(IFAPPLICABLE) 3 BR 5 acres F I O
OIRECT*NSTO SITEANO6TE CONERTgx6(en.AVANIPu)
Head south on N 6th St toward W Pine St and turn (R). Turn (L) onto N 7th St.Turn (R)
onto W Railroad Ave. Continue straight onto Matlock-Deckerville Rd. Turn (R)onto W o 10
Deckerville Rd. Turn (L)onto Doggone Ln. Destination on (R).
—MVSTSEMGGEO--ANMXRWOAX0.1 NOUESMVSTSEFLAGGEO IMTM TEd TMOLEMUMIERS 10
OFFICIAL USE ONLY BELOW THIS LINE
` UPCPAOE(FULURESOUR0E(1 nR.rp .)
13VOLUNTMY 0MAINTENANCEIPUMPING ❑BUILDINGPERMIT OHOMESALE ❑COMPLAINT DOTHER'.
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RECORD DRAWINGANO INSTALLATION PIPE'
SOIL CO S:
VERY G=GRM/ELLY 5 SAND L=LOAM SsSILT C.CIAY E=E%TREMELY R=RCOTs REGUIRED FOR FINAL APPRWAB
INSPECTOR IIGXATIWE OM1iE APPIIGTIOX EAPEATpXMTE APPLI IOX APPROVEWISSYEO OAIR
I
THIS FORM MAY BE SCANNED AND AVARASLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REv1S.INrzmS
6
DESIGN FORM—PAGE ONE Assessor's Parcel Number: 6 2 0 1 7 — 7 5 — 0 0 0 10
A design w81 be reviewed when 3 Conies 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
r 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 I P'
%-' `.PARCEL IDENTIFICATION
Septic Designs, Inc
Permit\umber: SWC a7 l4 - CII OG_ O Designer's Name: Arrow_
Applicant's Name: Michael Beyer Designer's Phone Number. (360)898-2255
Mailing Address: 2610 W Deekervllle Rd Designer's Address: 171 E Vueerest Dr
Elms WA 995a1 union, WA 98592
City State Zip City State Zip
DESIGN PARAMETERS
Treatment Device
0 Glendon Biofille, ❑Send Filter ❑Mound ❑Sand Lined Drainfield 0 Recireuledvg Filter,Typc:
li(Aerobic Unit Make/Model Nu Water BNRA 00 ❑Disinfection Unit MakeeModel ether: RV Solids Pump
Drainfield Type
0 Gravity RfPressure S(Trench ❑Bed ❑Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 3 Schedule/Class 40
Daily Flow:Operating Capacity 270 glad Length 40 ft
Daily Flow:Design Flow 360 gpd- Diameter 1.25 in
Septic Tank Capacity(woddng) Nu Water BNR-500 gal - Number 5
Receiving Soil Type(1-6) 4 - Separation 9 ft
Receiving Soil Appl.Rare 0.6 gpd/ft- Orifices
Required Primary Area 600 Ira _ Total Number of Orifices 40
Designed Primary Area 600 fta Diameter 3/16 in
Designed Reserve Area 600 R2 - Spacing 60 in
Trenched Width 3 ft Manifold
Trench/Bed Length 200 R Schedule/Class 40
Elevation Measurements Length header It
Original Drainfield Area Slope 2 / Diameter 1.25 in
New Slope,If Altered 2 p/ Preferred manifold configuration used? lif Yes 0 No
Depth of Excavation Ui,0we 11 in Transport Pipe
from Original Grade na,„,-snipe 10 in ' Schedule/Class 40 -
Designed Vertical Separation 13 in Length 120 ft
Gravelless Chambers Required? ❑Yes DNo ifOptional Diameter 2 in
Pump Required? Rd Yes DNo Dosing and Pump Chamber
Pump/Siphon Specifications Number ofdoses/day 4
Diff.in Elevation Between Pump a Uppermost Orifice 10 ft' Dose quantity 90 gal
Dramfield Squirt Height/Selected Residual(head) 2 R' Chamber Capacity(flood) 1 AM gal
Uppermost Orifice If Higher 0 Lower than Pump Shutoff Pump Jcontrols:Please check those required.
Capacity Qa Total Pressure Head 23.6 gpm mTlmer EfElapse Meter lif Event Counter_
Calculated Total Pressure Head 1429 it If Timer: Pump on 2 minutes .Pump off 8 hours
Comments
\ e&�2
DESIGN FORM—PAGE TWO Assessor's Parcel Number:6 2 0 1 7 — 7 6 — 0 0 0 1 0
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
Ed Test hole locations 19 Drainfteld orientation and layout Reference depth from original grade:
66 Soil logs R1 Trench/bed dimensions and 9 Septic tank
ig Property lines critical distances within layout lif Drainfield cover
19 Existing and proposed wells 56 D-BoxfValve box locations Reference depth from original grade
within 100 it of property 56 Septic tank/pump chamber
and restrictive strata:
❑ Measuremems to cuts,banks,and locations 19 Laterals,trench/bed,top and
surface water and critical areas 19 Observation port location bottom
❑ Location and orientation of 0 Clean-out location ❑ Curtain drain collector
curtain drain and all absorption III Manifold placement ❑ Sand augmentation
components 19 Orifice placement
Ell Location and dimension of 66 p Other cross-section detail:
primary system and reserve area Lateral placem with distance Observation ports/clean-outs
19 Buildings to edge of bed Other Information
Audible/vis referenced Yes No
16� Direction of slope indicator 56
Waterlines Ed Scale of d g s , on scale � ❑ Design staked out
lid bar y, A ❑ �Recorded Notices attached
Roads,easements,driveways, X y ❑ 69 Waiver(s)attached
parking 9f ❑Pump curve attached
North arrow and scale drawing momm ❑ �Evaluafion of failure
shown on scale bar �� PAULA JOY JOHNSON Non-residential justification
E5. M . 1
REa ❑ 9 Waste strength
❑ [if Flow
DESIGN APPROVAL
rTheund-m:i,gmed
signed designer must be fled ins` ler at time of installation Id Yes ❑ No
Signature o esigner DateKO F
has reviewed this design on behalf of Mason County Public Health and r&e7arp-d it to be 8
with state and local on�-sygJ regulations:/ ,•�',q p^„ fyp/R//�10Z4
Environmental H ''ar,sst r ctry ) �/ "`n—✓D`Date . DJq MEVA(y
EACTy
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: r(//�/(&V _
✓ 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 conned and available for public view on the Mason County Web site.
Updated Date: 12/72015
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O3 500 Gallon Pre-Trash tank �A
PI o L O4 NuW ater BNR-SOC ATU Tank f
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1,000 Gallon Pump Chamber Urc E
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Detailed Drainfielci Layout
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Fd1a F abric
' Cavei i i11 OripFnl GraEe
3.6' 1. pQ�,r (5) 40' 1 .25" Sched. 40 �_aterals
2-112' 'I 1.25' L.I.rd ID (8) 3/ 16" Orifices C 60" O.0
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9 n s' Per Lateral. 1st 8 Lost Orifice
Pak
30" From End of Trench
96 — Svew-On C<D
13.1 45 Obyee EOow
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Droinfield Cross-Section /Qipp Row - clear o_m
Not To &al. o
/moo Net.: Clrcaeuf to M frwn a 1a 8 new [slow
Nate: 0 • Ob..rvation Part O,nT 1 Z�py Fni W Uaae. Mark oWs with Reba. Clan Oat
1 To Be PVC Pa. fram Bottom of Tr.nch Req s. at Me F of Each L.Wa1.
ToIne Fbtl m &We.Closee, t% vWI.art Capipe a il - rv•�ii�yClAr� i viN�
0a Bo11am with Gbee-or. T... DJ "Mf"rq� Arrow Septic Designs
of 5 Tad Remd.B 0 3y.t.m 3 ��z A Hfq(ry (360) 898-2255
Length length Orifice # Distance from Distance from
Lateral# (In. Ft S acin Orifices Feeder Line In. Clean30 Inj
480 40 60 8
2 480 40 60 8 3U 30
3 480 40 60 8 30
4 480 40 60 8 30 30
5 480 40 60 8 30 30 41 th ^^
Total Lateral Len 200
es GPM= 23.6
40 ,
Total#OriBc
OCj
Dynamic Head Calculations ��SONCOUN I1 '� �FO
w
Fq.`� 1y
Selected residual pressure: 2 ft' O q��r,:.
LengthlFt. #Oriffces 1.20 ft. ✓,q '.>'vj,��y440T,
Transport Pipe 120
Feeder Total
Lateral Line Length
Lateral#1 40 2 42 8 0.15 ft.
Lateral#2 40 11 51 8 0.19 ft.
Lateral#3 40 20 60 8 0.22 ft.
Lateral#4 40 29 69 8 0.25 ft.
Lateral#5 40 38 78 8 0.28 ft.
Total Elevation Lift 10.00 ft.
Total Dynamic Head 14.29 ft.
SECURED LID WITH GAS TIGHT SEAL THREADED UNION
u-DIAMETER
ACCESS RISER + SERVICE
VALVE
FINISH GRADE - --
1—+TOORAWFIELO
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EMERGENCY STORAGE ANTI SIPHON
VALVE•
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FiN It 'AS NEEDED
Septic Tanks must meet standards required by W chapter 246-272C and FIGURE 2
manufacturer must be on Dept of Health list of registered sewage tanks. -
Z
7
WA fYIH Pablio[ion 0337-022
Page 35 of 65
°v'1` Bmme mmrtrualon available(131 series)
MM
• High head version available(146 series)
"' Double shah seal versions available for add xi protection
Flow-Mate on""de`i 140/14
For more irlionoretrixrmodels
see iechnic01 Dam Sheets FM2782 FM2783.
In high head dewatering or effluent
applications where pumping s
performance is Critical, this robust a wit"Unmtu
family of pumps is known fo r reliability,
P
durability
and performan
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pumps are especially suited for harsh environmenu d.ZoeUel's cool run eli
gn
and corrosion-resistant powder coated
epoxy finish add ue to a Wng-lasting
trouble-free product.
APPIJEUVI ON9: e
STEPoronsiteapphcaoons
• Wasmrtansfer14 ._
Light commercial dewatering -
SPECIFICATIONS:
1-1/2'NUT tlisdNrge �m wg
• 112 HP through a HP IWOE IN THE USA
Available in automatic or nonautomatic
Model 137,139.140:1/2•(12 mm)spherical solids -
capacity with vortex impeller
• Model 145:3/4"(19 cam)spherical solids capacity with
wxteximpe8er txs � � y� , •_.JJ .11.•V� •k\1'
PUMP PERFOF /t CURVE
MODEL i 53
DOSe- eoR £Am9AlENT M
This is our fastest growing line of effluent 'a M %1I
pumps.The 150 series is truly a workhorse
designed for reliability under extreme 12 M
conditions in an effluent environment.
150seriespumpcurvescoverawide range N
of applications. They are well suited to to
applications with low pressure pipe(LPP) a
and enhanced flow STEP systems.Zneller s xi
cool run design and corrosion-resistant a 20
powder coated epoxy finish,in addition
to the hermetically sealed,oil-fitted motor is
and non-clogging vortex impeller add up to
a long-lasting trouble-free product. 1°
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APPueAnaxe:
• STEP oromite apPiiwdons °
MAOEINTNEUSA IU x0 AO rA ® x° Y as IDO
Light commercial dewatering ov16AYbORInNiJitNl9t GOU➢N6
M o as x N iM No xm xao 2N sw
a1PtC1FiCRTICNA .f A gMINI1R N�.Fe
• 1-10HP PT through 1/2 �R IY1 ^O
3/20 HP through l/2 HP •P
• Available in nonautomatic or Aid .variable level o4T VE®
piggyback mechanical switch l
1/2'(12 mm)spherical
s cripecity with winme
For therimmom xJormodonsee technical Do eetFM2]84. MASONiplasticirripeilearCOUNryEN1'IRO ?OZ4
O All rights reserved. ZOELLER PUMP CO. 15o2-M-2T311800.928-T86] I metu,&MPA r4z Hfq�TN 9
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Your Peace of Mind is Our Top Prionti //.�� 7 SECTION: 2.30.015
f 11LOELLEiP FM1495
0214
Protluct inipmafipn presented ���,,,/// supersedes
in ri aflace Wntlii, oat L1112 • • e
of Dublicafion.Consult factory 0511
regaNmq tliscrepawies or Zoeller Family of Water Solutions
Ina0n51sta0GBF
MAIL TO: PO BOX 16347•Louisville,KY 40256-0347 visit our web site:
SNIP T0: 3649 Cane Run Road•Louisville,KY 40211-1961 yywW.zoellencom
(502)778-2731.1(800)9281-FAX sc!)774-3624
COMPARE THESE FEATURES 264 SERIES
• Non-Dogging vortex impeller design
• Float operated,2-pole switch "WASTE-MATE"
• Durable Cast iron construction. Cast iron switch cap,motor,
and pump housing. (For Pump Prefix Identification see News& Views 0052)
SUBMERSIBLE
Engineered plastic base SEWAGEIEFFLUENT' �`'t
• Stainless steel screws, bolts, handle, guard, arm and seat UL OR DEWATERING PUMP
assembly 2" NPT DISCHARGE yea
• Engineered,glass-filled,plastic impellerwith metal insert alo�.Isa
• UL listed 3-wire cord and plug. 15 ft. cord standard for ^ POWDER
automafic&nonautomatic ( ® COATED 6
• Corrosion-resistant powder coated epoxy finish C a US 70YGN"
• Motor-.4 HP 115V&230V, iPh,60 Hz, 1725 RPM,oil filled
PSC motor, hermetically sealed, automatic reset thermals:
overload protection
i
• Upper and lower sleeve beatings running in bath ofoil
• Carbon and ceramic shaft seal
®• Passes 2"spherical solids
2"NPT Discharge
On point-12-112" • Off point-4-112"
Note: The sizing ofeftluentsystems normally requires variable
level float(s)Controls and properly sized basins to achieve -
required pumping cycles or dosing timers with
nonautomatic pumps.
SIMPLEXAND DUPLEX
SYSTEMS AVAILABLE q�.n�•���'
sd— Qom, \ `
APp
� -' MODELSAVAILABLE - `o E®
• Ap[emdtic
Nonautomaticiforvarablelevelsyslenes)
nE&eN2eaaveHnblepacMag "h OCT 17 ?014
Pggybapl;variable level float ,V 00Ui1
•May be used in those sutss.dere obdes do not raodo -yQ f IF 1TH
�(22 o eopyrigM 2014 Zoeller Co.Ni rights reserved.
CK-
Z li PUMP PERFORMANCE CURVE TOiALGYNPMILHEP
nrIrninuml
MODEL 2e4 9EYMGEANOOEWATERING TEPNG B 3II f.�
n4 a!
MODEL 206 — 1
S Feet Md. Ga.. Lilco 013°^1
w 5 1.5 90 341
Y 16
y 10 3.0 Op 217
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660 1
c 10 15 4.6 13 0T
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18 x(5.5 mf
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GALLONS M4so 2024
LITERS Mr
FLOW PER MINUTE ffi0 NCOUNryfNVIq NME Hf IJ-1
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CONSULT FACTORY FOR SPECIAL 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-18k30" Tank Diameter Gallons Pumped
Duplex-30"x36" 18'Simplex 8Gallons
• Standard Automatic-Weight 35.51bs..4 HP 24'Simplex 15 Gallons
High water alarms available 30'Duplex 22 Gallons
Mechanical alternators available for duplex systems 36'Duplex 33 Gallons
4CADTrc,7N Maximum temperature of sewage or dewatering must be limited to 48'Duplex 60 Gallon
130'F(54aC). For over 130'F(54'C)special quotation required.
264 MODELS CONTROL SELECTION
Model Volts Ph Mode Amps Simplex I Duplex
M264 115 1 Auto 9.4 1 4
N264 115 1 Non 9.4 2or3 4
0264 230 1 Au[o 4.7 1 4
E264 230 1 Nan 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.
A CAnmON
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Simla.PamO LMnH.fM1396'.alanr Sy'sm FMOTfi. went NallOnal ENCMc Catl4NEL)alltl 1M1a OccuyllonL SeMy aM XnIN Ad(OBHAI.
RESERVE POWERED DESIGN
For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump.
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s Your Peace of Mind is OurTop Pdorfty°
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I 12 0 Copyright 2014 Zoeller Co.All rights reserved.
rPackage
emsmbled) SPECIFICATIONS:
Available in high-density polyethylene structural foam IPSF),
polyethylene or fiberglass
Ideal for residential,commercial and industrial applications
More choices,easier installation and Complete with necessary sealing hardware and flanges
fast delivery Available with 2"or 3'vent and 2"or 3"discharge
Saves labor and reduces installation Lid with gasket and 4"cast iron Inlet hub with anticorrosion
errs coating are included with the sewage basins
2"(50 mm)solids-handling pump a Centerline of hub is located 10-112"(26.7 cm)from lop of
2"PVC disererge pipe,30-(7fi cm)long on 18"x30" basin(Md.).Custom locations available
(4606 con),24"(61 cm)long on 24"x24'(61x61 cm)and polyethylene sewage pump basins are IAPMO approved.
36"(91 cm)long on 24'x36"(61xg1 cro) For 10'(3 m)stack test modals,refer to chance on FM0487.
Basins-polyethylene,poly-foam or fiberglass conarructinn Sealed(radon)basins for sump pumps in 18"x22"
with poly or solid steel covers and 4"pipe seal hub,4"PVC (45.7xs5.9 cm)and 18"z30'(45.7x76.2 cm)sizes
hub(deluxe)or 4'cart iron hub an LA.Code Systems
Check valve options-30-0151.30-0020,30-01321,30-0101 or Polyethylene sump basin available with plastic unsealed
30-0103(not included) covers in 18'x22" 45.7x55.9cm)
Systems available with alarms and preinstalled alarm float Sewage basins are watertight and gas-tight when properly
installed
Premium indoor systems have a split cover for easy pump Durable steel cover with gasket standard on simplex and
inspection,torque stops and an anti-flotation device. duplex sewage basins
Side discharge systems rated for outdoor burial:solid One piece,seamless construction on all basins
polyethylene structural foam lid and basin with 2"discharge
on side Duplex covers include two pump plates and inspection plate
3116'IS mm)vent hole drilled Ready to install for economical and simple installation
Dimensional engineering data available
See FM2164 for fanhar Miblmaton, Temperature rated 130-F(WO
Fiberglass models available that will pass the 10'(3 m)water
24" X 24" Simplex Mack term.(Refer tochartsonFM0487) (L A.-RR-5311)
System
custom diameters and lengths available in fiberglass.
.Sewage System Consult factory. Also with 10'(3 m)water sack tart.
See FM2485 for further information. Sea FMO487 for further information and accessorise.
PUMP PERFORMANCE CURVE
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AEROBIC TREATMENT TANK DETAIL FOR
NuWA TER BNR-500 TREATMENT UNIT
ENVIRO-FLQ INC. 'SEO- 3/01/12
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P.O.BOX 321161,Fbwood.MS 39232 scar
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PARTS LIST NuWater NR Assembly Diagram
P OUAL PORTAEtKTOR M.POLT OIiFUSER BAR(2
&YB"RUB 0'WC(AMPE(2) N.t'PVC(3 t:T'SECTION)
G1'0'BARBEDPOFPIORX t?NPT[C 0.1"SLIV CP➢
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BT , K'fl NPf BUBMNG(i) Q.t2'M?IAE(BT INBiAL : `[If!
L t?9T ELBOw(3) T.r•wC PIPE fev:NSTALLEFtt
G,t'xf's tR'TEE S"W vIPE(BT1 TORTOI
90°ELBOW(31 T.tl8'BARBED ADAPTOR TO ils^NP!2)
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K.VP CR W W.Z COUPLER(3 INSTALLER,
1'COMPEER(BYlgS ALLEW °
Revised 2/25/12
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NuWater BNR Pretreatment
INSTALLATION&MAINTENANCE ?r
Pressure Distribution Systems JO PPULA JOY JOHNSO
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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.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 Qperation&Maintenance on your
NuWater pretreatment system. qP a
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OCT 17 ;,4
"{uON Co/lArT'ENWRAMENTAL HEALTH
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