HomeMy WebLinkAboutSWG2024-00373 - SWG Application / Design - 8/30/2024 684
MASON COUNTY d15 NB SHELTON: ,SHELTO70,EXT 400
SHELTON:360427-4467,EXT 400
BELFAIR:380-275-0487,EXT 400
Public Health & Human Services ELMA:3604825269,EXT 400
FAX:360427-7787
On-Site Sewage System Permit: SWG2024-00373
APPLICANT TOMAS SEBASTIAN&MELISSANNE Phone:
Address: 130 NE TEHILLAH WAY BELFAIR, WA 98528
OWNER TOMAS SEBASTIAN& MELISSANNE Phone:
Address: 130 NE TEHILLAH WAY BELFAIR, WA 98528
SEWAGE DESIGNER Jim Zimny Phone: 360-516-7287
Address: 7178 WINDFLOWER PL NW SEABECK,WA 98380
Site Address: 130 NE TEHILLAH WAY
Primary Parcel Number: 123204100090
Permit Description: New 51bd Glendon system
Permit Submitted Date: 08/30/2024
Permit Issued Date: 10=12024
Issued By: Rhonda Thompson
Current Permit Fees Paid: $540.00 (additional fees may be requited uFon installation or system).
Permit Expiration Date: 09105/2027 (based on date or mso ,,bon)
Permit Conditions:
1 Proposed development subject to zoning requirements and approval by the planning
department sta8per Mason County Title 17.
2 Permit must be installed by a Mason County Cerdified Installer unless prior written
authorization tom Mason County is obtained.
3 Drainfield installation not to exceed designed upslope and downslope depth specified on
design form.
4 Installer is responsible for obtaining Mason County installation approval prior to backfil/of
system components.
5 installer is responsible for obtaining Septic Designer/Engineer installation approval prior to
backfill of system components.
6 Mason County Asbuitt 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/onsiteloss-inspection-mquest.php or call:
360-427.9670,extension 400.
OFFICIAL USE ONLY
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SEBASTIAN & MELISS TOMAS 360-801-5560 Z
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130 NE TEHILLAH WAY BELFAIR WA 98528 I —
NMIEOFCESIGNEN I—HE
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SUBMITTALS D SURFACINO SEWAGE 0 EXISTINO FAILURE 0 SHORELINE
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FROM OLD BELFAIR HWY TREVEL.96 MILES TO TEHILLAH WAY. MARKED WITH PINK I Q
RIBBONS ON THE RIGHT SIDE OF ROAD. GO UP DRIVE WAY AND TEST HOLES ON
ON THE LEFT MARKED IN PINK RIBBONS. o p
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INEPECTORSIGNATURE DATE NRULAIION SXPIMTICN DATE A 1CADOIg YE➢IISZUEDBY DATE
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THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WESSITE REVSED Imnals
DESIGN FORM—PAGE ONE Assessor's Pamel Number. 123204100090- __ —
A design will be reviewed when 3 moies of each of the following are submitted:
"Completed design form that has been signed and dated. "Scaled layout sketch,including all applicable item on checklist
"Scaled plot plan,including all applicable items on checklist. I Cross-section sketch,including all applicable dens on checklist.
This from issay be scanned and avaifable for public view an the Maven County Web age.Metrimum paper size: 11"X 17"
PARCEL IDENTIFICATION
Perot Number SWG, DaZ - �Z-1,-S Designer's Name: Jim 21mny
SEBASTIAN a MELISS TOMA3 360-516-7287
Applicant's Nam: Designer's Phone Number.
Mailing Address: 130 NE TEHILLAH WAY Designer's Address: 7178 Wmtlaowea pL NW
® BELFAIR WA name Setback WA 9113B0
city State zip city State zip
DESIGN PARAMETERS
Treatment Devitt
ffirGlendon Biofilter ❑Send Filter ❑Mound Cl Send Lined Drainfield ❑Recirculating Filter,Type:
❑Aerobic Unit MakvModel ❑Disinfection Unit Make/Model Other
Drainfield Type
❑Gravity ❑Pressure 0 Trench ❑Bed O Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 5 (2 +3) Schedule/Class NA
Daily Flow:Operating Capacity 450 gpd Length NA ft
Daily Flow:Design Flow 600 gpd Diameter NA in
Septic Tank Capacity(working) 1200(2) gal Number e NA
Receiving Soil Type(1-6) 5 Separation NA ft
Receiving Soil Appl.Rate .4 gpd/ftc 3% r rifiees
Required Primary Area fte Total N NA
rN%FI"¢ IGNEn
Designed Primary Area 1500 ft' Diameter %- ; NA in
Designed Reserve Area 1500 ftr Spacing NA in
Trench/Bed Width 18.5(5) ft Manifold
TrenchBed Length 20 (5) It Schedule/Clacs SCH 40
Elevation Measurements Length 2' R
Original Drainfield Area Slope 10 % Diameter 11/4" in
New Slope,If Altered 10 % Preferred manifold configuration used? O No
DeplhofF.xcevetion L1Pslopc 61, in Transport Pipe
from Original Grade DswmIope 17 in Schedule/Class SCH 40
Designed Vertical Separation 12, in Length 65' R
Gmvelless Chambers Required? ❑Yes FINo O Optional Diameter 1" in
Pump Requued? IdYes ONo Dosing and Pump Chamber
Pump/Siphon Specifications Number ofdoses/day 144
Diftff.in Elevation Between Pump&Uppermost Orifice 15' ft Dose quantity. 3 .125 gal
Drainflekl Squirt Height/Selected Residual(Mad) 1 it Chamber Capacity(flood) 1500 gal
Uppermost Onfice Rf Higher ❑Lower than Pump Shutoff Pump controls:Please check these required.
Capacity @ Total Pressum Head 10 gpm Eftimer BElapse Meter BrEvent Counter
Calculated Total Pressure Head 20 It I If Timer: Pump on 10 SECS ,pomp oil' 10 MIN
Comments
DESIGN FORM—PAGE TWO Assessor's Parcel Number. 12320410009R- __ — _____
Permit Number. SWO
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
d Test hole locations IB Draint'ield orientation and layout Reference depth from original grade:
• Soil loss Ef Trench/bed dimensions and E( Septic tank
M Property lines critical distances within layout H Drainfield cover
• Existing and pmposcd wells ❑ D-Box/Valve box locations Reference depth from original grade
within 100 ft of property I2( Septic tank/pamp chamber and restrictive strata:
H Measurements to cuts,banks,and locations B Laterals,trench/bed,top and
surface water said critical areas H Observation port location bottom
IN Location and orientation of ❑ Clean-out location ❑ Curtain drain collector
curtain drain and all absorption 16 Manifold placement ❑ Sand augmentation
components Ig Orifice placement Other cross-section detail:
0 Location and dimension of Iff Lateral placement with distance B Observation ports/clean-outs
primary system and reserve area to edge of bed Other Information
Iff Buildings 19 Audible/visual alarm referenced Yes No
0 Direction of slope indicator 19 Scale of drawing shown on scale ❑ ❑ Design staked out
19 Waterlines bar ❑ ❑Recorded Notices attached
m Roads,easements,driveways, ❑ ❑Waiver(s)attached
parking IB ❑ Pump curve attached
10 North arrow and scale drawing ❑ ❑Evaluation of failure
shown on scale bar .Z Non-residential justification
❑ ❑Waste strength
ucr "i, ❑ ❑ Flow
DESIG JMVVAL
The undersigned designer must be notified tstaller at time of installation Pf Yes ❑ No
8 -IS 2 Ll
Signaturf o#Designer Date
The undersigned has reviewed this design on behalf of Mason County Public Health and determined it to be in
compliance with state and local on-site regulations:
Environmental
EnvironmentaHealth al Speci ist Date
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
✓ The design is stamped"Approved"by Mason County Public Health. M I✓'Z-7
✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is:
✓ Dminfield 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 maybe scanned and available for public view on the Meson County Web site.
Updated Dale: 12Y12015
180'
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MASON COU
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APPROVED
OCT o 2 2024
MASON COUNTY ENVIRONMENTAL HEALTH
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Onsite Test Hole Report
Property Add s: 130 NETehillah Way, Belfair
Tax ID Num 123204100090
Th#1. 0—16" Silt loam over compacted silt loam
Th#2. 0—21"Sit loam over compacted sift loam
Th#3 0—19"Sift cam over compacted silt loam
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LICENS � 'i
APPROVED
OCT 02 P024
MASON COUNTY ENWRONMENTAI HEALTH
RET
Washington Glendon,BioFilter Design Manuel
November 29,2010
Page 19 of 23
GlendoneBioFilter Model M31 Worksheet
Slopes>5 -:�.30 %
Basin Capacity, GPD i20 APPROVED
t r
Basin Dimensions 5 L '(w S D OCT 0220A
Soil Absorption Rate, Gal/Ft'/Day 0 • `� MASON COUNTY ENVIRONMENTAL HEALTH
RET
UM aroma sawat t'ara.rdtw.
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Run required= t2o GPDX F74 GPD 3 1
Rim available= 30 ,
ucrr+se xo m En
Basin volume required= ZO GPDX 2.2fl 3/GPD +(, rr�y
Basin volume available= CDX/O X S = o 0
Absorptionarearequned= 20 GPD/ o. y G8VFt2/Day = Soo Ft2
Prunaryarea calculations
/ S .> > zc : 3-70 5a �k
3?U - y rG h4�... 3oa ' Sh FF .
Reserve area calculations
Z /Y /ems- E -2 jr /r 'r - 7s
11 .5- } 20 ' = 27i0' 5A 4ei
'Including the annular space.
'"Legs"ofthe picture frame are 2"M 3"wide.
e Glendotq BioPitter Technologies,Inc 2010 All rights reamed.
GLENDON* BIOFILTER TECHNOLOGIES Inc.
p APPRO
OCT 0 2 202 44
MASON COUNTYENYIRONM
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GLENDONO BIOFILTER TECHNOLOGIES, Inc.
Pump Tank
• Tank must be WA DOH approved
• To accommodate time dosing,all pump ranks should be shed at least 7.5 x daily
flow. This applies to both regidelitial andnomelddelltial systems. Systems with heavy
hrteemit mnt flows(churcly vumtivu humc,cW.)may uccd larger pump taalm to
accommodate surges for buffering with low flow periods.
• Minimum pump tank size should be 100t1 gallons.
• pump tanks must have two 24"risers—one over each end of the teak—for proper
Pumping and soma.
• Choose a low-flow,high heed pump.A%by turbine pump with a 10 GPM flow
resrictor is ideal for most Glendon sites, A pump vaulUPlow inducer with an inlet at
la"and integrated hose assembly for reliability and maintainability is recommended.
The 18"height prevents solids accumulation in the pump tank from being sucked into
the pump and moved into the SioFilter. Solids WILL accumulate in pump tank,
• Pump discharge line should have an accessible won valve and ball valve.
• If pumping to an uphill BioFilter,the discharge line should have a check valve
installed
• If pumping to a downhill BioFtlter,the discharge line should have an antimsiphon
valve installed.
• Set alarm level high to provide maxim un storage capacity between doses.
OUNUMPAMIL APPROVED
iAEonrR2•NIFerot OC 022024
FINI®GMADE JAS(ONCOUNFY "ROM
MENTAL MENTAfN�iN
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Page 27 of 44
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LENDONILTER TECHI+tOLOGIES, Inc.
Section 2 —Installation APPROVED
Gonad Consbu Pion Notes OCT 0 2 2024 +
MASON COUNTY EN R M
1. The sepno"go site plan is not a survey. 1Ha f o
good ilaith effort to identify property lino kitnfiM Pfi g— r✓r y
doubt,do not proceed without clarifying kxwtiens with the owner and,if necessary.a
surveyor. .
2. Instal161endonm BfoFiiter doting dry wastha and am'ounditzona.
after installation—
3.Seep wheeled vehicles off the dtainficid arm before,timing en
tracked vehicles only.Minimize traffic adores absorption area with any vehicle.
4. Cut trees to ground level:Te move excess vegetation by mowing Rake the cut
vegetation if it is or will become,matted prepare the site with the following goals In
mind:
o To break up the vegetative mat so them is no continuous restriction to the vertical
flow of water,to slow the movemant of water at the sandaoil interface,and to
stabilize the send at the sand-soil iffu rf%ce.
o To avoid compacting the soil with heavy,wheeled equipment(light track
mounted equipment sb=W be used for any traffic on Ere infiltratrie surface and
on the seen,30 feet downslope of the infiltrative surface).
o To avoid smearing the soil.
o To avoid breaking of the structure of the soil,
o To remove excessive vegetation so that it does not form a biome[at the sand-soil
interface as it degrades.
o To disturb the soil no deeper than necessary. Depth is determined by the thickness
of the vegetation and should be no greater than 8 inches. The goal is to loosen the
maned layer.
5. Soil preparation process—A spring-loaded agricultural chisel plow is the implement
of choice because it is less likely to smear the soil.Am implement attached to a
backboe bucket that reaches m to preferred to driving over the basal area.
Agricultural cultivators the s®e shape as a chisel plow are also acceptable
implements for soil preparation.Both of then implements are narrow rectangular
shapes,wbleb pn,,ent a diamond shape to the soil Curd a h9 soil with backhM
teeth is Z accemabjZ but chisel plows sod other MHcultural implements dwonbed
above can be mounted on the leading edge of the bucket using a bar on the outside
with the teeth attached to the bar.Alternatively,they can be mounted on a wheeled
implement that is d egged across the slope where the infiltrative area is planned.
Hand-spading the surfs,,is also an acceptable alternative and may be the profaned
method on some sites.Rotmilling is W an acceptable substitute and n2aL4.pCI be
used.
6. Soil Moisture Content—The important point is that a tough,unstneared surf m
should be left,especially m fine textured soils. Careful observation is required to
assure that the soil moisture content is not too high so that the soil surface is not
smeared by the action of the soil preparation process.Preparation should not proceed
while the soil moishme content is too high.The finer tea sed stills should rent be too
dry,either,as the preparation process will pulverize it, destroying the structure.
Page 10 of"
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GLENDONs BIOFILTER TECHNOLOGIES, Inc.
Immediate constroctition afar soil preparation is desirable.Avoid rutting sad
compaction of the prepared area by traffic,If it rains atber the soil preparation is
ocmpteted,wait umil the soil dries out before continuing conslmctioa
7.All ground and surface water(including mof drains)must be diverted away from the
BioNter grid tank areas.Entire that final grade elopes away from these on and
drat water does not pool around/behind the BioFilter.Use swales,berms,catch-
basins,tigbt-lines,curtain drain, etc.to divert ground and surface water.
8. Curtain drains,foundation drains,French drains,etc.can be no closer than 10'uphill
or 30' downhill ffom the BioFilter.
9. Purposed restrictive layms,arts,banks,eto.mn be no oloara then 50' downhill from
the BioFilter.
10. Use Schedule 40 pipe in inlet/outet of tanks to ensure proper wafer-tight St with
flexible couplets/gaskets.
11. Install two 24"risers on septic tank and two 24"risers on pump chamber.
12. Make sure riaers are epoxyedto castin riser rings on tanks for water-tight seal.
13. Lids must form water and gas-tight scals with the riscra. .
14. Install rigid effluent filler at the septic tank outieL
15. Install only a Glendon,BicFih ar labeled control panel.
16. Install check valve/ball valve/quick-disconmd in pump outlet line to prevent
kanspott line drain-back and to facilimte maintenance.
17. Install pump to draw effluent from 18-24"off the botmm of the pump tank
18. All mechanical components and valves should be accessible from surface.
19. Cover entire primary absorption area with sand,no matter how far from the modules
it extends.
20. Cover finished BioFilter with jute or straw matting to prevent erosion. Plastic
sheeting is not slimed.
21. Fence the BioFiltcr to prevent damage to module shape and sand foot from animal or
pedestrian traffic.Light metal]wets and win fence am mcxpansivc and effective.
22. Seed the BioFilter with clover or other landscaping plants to add structure to the units
and prevent erosion.A waiver form that is signed by the owner is required to avoid
this snip. A form 19 Promded in the Owner's Manual.
23.All materials and workmanship must meet specifications of Glendone BmFiher
Technologies,as well as County and State regulations.
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APPROVED'""'
OCT 0 2 2024 FIGURE 2
MASON COUNTY ENARONM NTA H a TH
RET
Media Gallery X
Liberty Pumps 280 - 112 HP Cast Iron Submersible Sump/Effluent Pump (Non-
Automatic)
Performance Curve: 280-Series
40 . . . .
35 . . . . . . . . . . . . . . . . . .. . .. . . .
d25 . . . . . . . _ . . ._. . . ._.
U.
20 . . . .A'.-. .. . . . . . . . . . . __ .
� 15 .
= 10 . . . . . . . . . . . . . .
5 . . . ._. . ._: : - - _ _ . ._ : __ . : _ - - - - . . -
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70
U.S. Gallons Per Minute
APPROVED
IP
OCT 02 2024 .M
MASONCOUNTYENORONMENTALHULTN w ooesicfn
RET 8- r Z-(
AQUAWORI( IPC PANEL INSTALLATION INSTRUCTIONS
II.Installing the IPC Panel
NOTE A qualified electrician must perform all wiring.
Complete wiring diagram available at www.aquewonccom
The following components and tools may be required A PPR O QED
for installation:
•Screwdriver ism and med size flat head) 'Step bit OCT 01 20
24
•Pipe cutter and tape measure ' Hole saw ASON COUNTY EN
• Fish tape •Electrical conduitE� ONMig(H m
•Wire strippers/cutters • Electrical tape
• Electrical tester •Splice box for pump connection
•Drill •Waterproof wine connectors
•34"to 1" screws • 1" PVC(for transducer handle,amount determined by
• 1" PVC coupler tank depth(6' length tyPicall
FIGURE 2:IPC PANEL WIRING SETUP AND
TRANSDUCER
CER 3-WIRE CONNECTION
Circuit board
Transducer signal vae terminal strip
. ::� ' u'l0i • Dedicated alarm from supply(411)
(120 wit 20 amp source)
Dedicated pump circuit from supply(1`2)
f (120 or 220 vott,20 amp source;up to a 2 HP pump)
Power from panel to Pump
(pump A for duplex)
Valelor surge suppressor h
a,
Ground terminals
u AE
Audible alarm it
8 /r-tr1_
Trssducer coke and power Inrout conduk conrwokons
1. Mount the IPC Panel to the wall or post.Position the Power in:2 dedicated 20 amp circuits from house to
IPC Panel so that the power supply enters the IPC Panel power the panel, 120V(1)and pump,120V or 22UV(2)
through the bottom approximately 1"to the right of the Power out Power supply from panel to pump
audible also unit. Transducer signal wire: Signal transmission from Panel
2. On Simplex Panels drill two holes(3 holes for duplex) to pump
in the bottom of the enclosure spaced approximately 2"
apart and in line with the audible alarm unit.When facing NEMA 4X Ifti ings most be installed in as&field-drilled hole
the panel,the order of conduit connections from left to to retain the integrity of the enclosure's 4X ruling.
right is shown below,as Well as illustrated in Figure 2:
Contact Infiltrator Water TwIndogiast-BW221-M3Bfor additional technical aM ProductlM-maroon AQUAworx"
AQUAWORX IPC PANEL INSTALLATION INSTRUCTIONS
3. Power to pumps: run the panel(s) power wires from FIGURE 3:TRANSDUCER
the IPC Panel to the septic tank riser. Connect the wiring
in the splice box using water-tight connectors. Connect R13or
pump wires to the IPC Panel by carefully following the well
Wring diagram enclosed with the panel. A gas-tight seal Excess
(see Figure 1)is required to pMoM corrosive septic gases Trosducer —Transducer
from migrating into the IPC Panel. 9tgWal wire re
Snorkel T
4. Power to controller: wire the suppy circuit to the panel.
Aquaworx recommends that the panel be wired to two Bracket
designated circuits.An external disconnect should be Pump Power
incorporated into the supply circuit and mounted within Tank Su
easy reach of the IPC Panel. Note:Site specific codes
have final autlwnty on external wiring requirements.
Ili. Installing the Pressure Transducer
and Bell Assembly 1^PVC
Stand Rpe
The pressure transducer bell assembly replaces the tradi-
tional float tree assembly.The 1"PVC stand pipe may be
mounted by applying the same methods used to install a '"Too
float tree assembly. for Stand
Pipe
1. Determine the position of the pressure transducer bell Dainege fasrp
assembly.The pressure transducer bell assembly must be Pressure Didrmgs
mounted so that it allows the liquid level to pump below Transducer
the bottom of the pressure transducer bell.This allows the Bell
pressure transducer bell to get a fresh air bubble. Bell 4'
Above
2. Feed the transducer signal wire and snorkel tube Idle Level
through the 1"PVC stand pipe and glue o the pressure Q
transducer bell using a 1"tee. The length of the stand
pipe when secured should position the bottom of the
pressure transducer bell above the top of the pump. -_________
3. Cut off the snorkel tube approximately 9"lower a
than the top of the stand pipe and secure it to the Pump
transducer signal wire.The snorkel tube should be
positioned in the form of an upside-down U as high as
possible in the riser.This allows the snorkel tube to
create an air lock in the event of a flooded tank.
4) NOTM-The Z-bias value labeled on lire aide of the
pressure transducer bell. Later in the set-up,you will be
instructed to program the Z-bias into the IPC Panel. APPROVED
& Run the transducer signal wire back to the IPC Panel
and connect to the transducer signal wire terminal strip. OCT 0 2 20
Connect Red to RD, blue to BL and black to BK(first
three poshions). Make sure to leave enough cable in the MASON COUNTY ENVIRONMENTAL;1L.E=
LTH
riser to allow for removal of the pressure transducer bell
assembly during maintenance.The transducer signal wire R�
is rated for direct burial. However, it can be norin a con-
duit. Site specific codes have final authority on installation ?;ath
requirements.
F;SICN9;
NOTE Do not attach the pressure transducer bell assembly to
the pump discharge PIPe.Do not pinch or crimp the snorkel tube -1 Y''
tubing.
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AQUAWORX IPC PANEL INSTALLATION INSTRUCTIONS
The Aquaworx IPC(Intelligent Pump Comroq Panel I.General
provides an innovative approach to pump control. Unpack the Aquawom IPC Panel and check for any visible
Designed specifically for the onsite industry,the IPC Panel damage both external and internal.Also verily that there
leverages simple pressure transducer technology for the are no cracks or damage to the pressure transducer bell.
enhancement of pump system performance, and ease of Note:You will need to identify the number on the pressure
installation. Relying on an embedded microprocessor in transducer bell as it is needed during the MARC setup.
the pump controller and a floatless pressure transducer in Notify Aquaworx Immediately at 1-877-278-2979 if any
the pump chamber,the IPC Panel monkors liquid levels, damage has occurred.
controls pumping time intervals, and logs events in real
time. Using the Mountable and Removable Controller ALL INSTALLATIONS MUST BE COMPLETED IN
(MARC)as the user interface,the IPC Panel offers a cost- ACCORDANCE WITH AZ,.APPLICABLE FEDERAL,
effective solution with expanded capability. STATE AND LOCAL CODE.
Aquawom offers three modes of the IPC pond;Simplex,
Duplex and Sand Fitter,to meet a variety of system design APPROVED
requirements.The Simplex Panel has the ability to time
control a single pump,while the Duplex Panel can control
two pumps in an alternating design with independent OCT U 2 2024
timing.The Sand Filter Panel has the ability to time contra MASON COUNTY ENVIRONMENTAL HEALTH
two individual pumps having independent level sensors,
allowing for a design which can time-dose a treatment RET m�
system and drainfield. ucErvsa siGnm
FIGURE 1:PUMP TANK TRANSDUCER ASSEMBLY
a
Aquewax IPC Panel
REWIRED
Gas Tight Seal
pump Talc Riser
duh
Excros Transducer Cable
Transducer Signal Wire
Looped Snorkel Tube
seared m Top of Rlas
IU
Pump Discharge
wrrp Purer supply
pressure Tansducer Hall
Pump
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