NCG551638_NPDES Permit Request_20150331

4
Pat McCrory
Governor
ArA
NCDENR
North Carolina Department of Environment and Natural Resources
March 31, 2015
CERTIFIED MAIL 7013 2630 0001 8998 4711
RETURN RECEIPT REQUES f.ED
Mr. D. Lee Heddesa, President
Roundpoint Asset Management, Inc.
PO Box 87203
Fayetteville, North Carolina 28304
Subject: Request for Additional Information
NPDES Application NCG551638
for a Single -Family Residence located at
7846 Amesbury Road, Fayetteville 28311
Dear Mr. Heddesa:
Donald van der Vaart
Secretary
R CEI VED
,APR 112015
OENR-FaYETTEV1LLEREGIONAL OFFICE
The Division has reviewed your application for the subject permit. To enable us to complete our review in
accordance with N.C.G.S. 143-215.1 and 15A NCAC 2H.0105, please provide additional or revised
information to address the following comments:
1. The proposed wastewater treatment facility discharges to a drainage ditch that flows into adjacent
properties not under ownership of the applicant. Please provide documentation to demonstrate that
appropriate easements exist that allow discharged wastewater to flow in the ditch for all property
located before discharging to the first natural stream.
2. Please provide a 7Q10 flow estimate at the nearest natural stream (see attached facility map) from
the following contact with the US Geological Survey:
J. Curtis Weaver, Hydrologist, PE
USGS North Carolina Water Science Center
3916 Sunset Ridge Road
Raleigh, NC 27607
Phone: [phone] // Fax: [phone]
E-mail address -- [e-mail]
Internet address -- http://nc.water.usgs.gov/
•' ; :1617 Mail Service Center, Raleigh, North Carolina 2769921617 •.,.,: -� . ;.;
Phone: [phone] Internet: www.ncwaterquality.org
An Equal opportunity 1 Affirmative Action Employer — Made in part by recycled paper

R
Mr. Heddesa
March 31, 2015
Page 2 of 2
If no response is received within 60 calendar days [per 15A NCAC 2H.0107(b)], .the project will be
deactivated and withdrawn from our review process and the documents recycled. If you have any questions,
please contact Derek Denard at 919-807-807-6307 or email at derek.denardancdenr.gov.
S. Jay Zimmerman, Direct
Division of Water Resources
hc: FDaWR/F .. attn Belinda S. Henson,. Supervisor`r,�
NPDES General Permit Files
Cumberland County DEH, attn. Danny Soles
ec: Matt Burdette, Bateman Civil Survey Company, PC [[e-mail]]
1 �'u,.t t6il�u.,• j s. ' 4•`l ;�r I.
•Its, Ytxk.,-.0.41 41.1 i+s,- i, ri

Little River
Lowe Little'.River.;
[flows east]
Roundpoint Asset Management, Inc..
Single -Family Residence
7846 Amesbury Road, Fayetteville 28311
State Grid/USGS Quad: G23NE / Slocomb, Nt ';Ta 'it'�Segment: 18-23-(24)
Drainage Basin: Cape Fear River Basin-- • Suli3asin: 03-06-14
Latitude: 35 ° 13' 36" Longitude: 78° 51' 51"
Stream Class: C HUC: 03030004
Receiving Stream: UT to Little River (Lower Little River)
North
General Permit COC NCG551638
Cumberland County

Bateman Civil Survey Company, PC
200 North Main Street
Holly Springs, NC 27540
April 10, 2015
SC
BATEMAN CIVIL SURVEY COMPANY
RECEIVEDIDENRIDWR
Water Quality Regional
APR 14 2015
Fayetteville Operations
Derek Denard
North Carolina Division of Water Resources
512 North Salisbury Street
Raleigh, North Carolina 27604
RE: NPDES Application No. NCG551638
7846 Amesbury Road
Fayetteville, Cumberland County, North Carolina
Project #: 140370
Dear Mr. Denard:
In response to your letter requesting additional informati
Bateman Civil Survey Company, PA (BCSC) is submitti
additional information.
Phone: [phone]
Fax: [phone]
[e-mail]
qP N��wR
RZ020/5
WatPee Sad
ectlon
Below is a brief history as it pertains to Mr. Herrera followed by your additional
information request and our responses. Specifically, we addressed the following items
listed below.
The house is currently located in a residential subdivision in northern Cumberland
County that was designed and approved in 1983. My client Mr. Herrera purchased the
house from the county on July 2nd 2014, Mr. Herrera purchased the house because it is
located close to his home and because it would make a nice home for his elderly parents.
He is planning to do some minor updating inside and outside the house. We have
attached some pictures of the house and the neighborhood. When Mr. Herrera contacted

to county to get the house in compliance he was told that the house had been condemned
and was scheduled for demolition because of a failing septic system with no option for
repair. The county has put a stay on the demolition pending the outcome of this permit
application.
There is a very high demand for affordable housing in this part of the state and country,
by approving the permit/system and allowing Mr. Herrera to use the space for his parents
we would be making, good use of existing infrastructure, instead of demolishing an
existing house and make an existing lot unbuildable. We are proposing a repair system
that utilizes the top of the line package treatment system (AdvanTex) backed by a
national company Orenco Systems. The manufacturer requires that the owner of the
system hire a third party state certified system operator to inspect and operate the system
biannually for the life of the system. This insures that the system will function as design
over the .life of the system.
1. The proposed wastewater treatment facility discharges to a drainage ditch that
flows into adjacent properties not under ownership of the applicant. Please
provide documentation to demonstrate that appropriate easements exist that
allow discharged wastewater to flow in the ditch for all property located before
discharging to the first natural stream.
There is a 20' drainage easement that runs the common back property lines in
phase one of this subdivision. I have attached the original plat for reference.
Since we were unable to show for certain that the easement continues all the way
to the first natural stream we are proposing to move our discharge point to the
northwest corner of the lot and discharge into the road ditch in the right of way,
which will allow us to reach the nearest natural stream without crossing any
adjoining private properties.
2. Please provide a 7QI0 flow estimate at the nearest natural stream (see attached
facility map) from the following contact with the US Geological Survey:
It is our understanding from previous permitting that a 7Q10 flow estimate is not
required for repair permits. We contend that this property meets the requirements
for a repair permit and is in line with previously approved applications by the
agency.

Photo of the house from the comer of the lot looking to the northeast.
Photo of the house from the corner of the lot looking to the southeast.

Should you have any questions or comments please contact Matt Burdette
Sincerely,
BATEMAN CIVIL SURVEY COMPANY, PA.
Brian J. Kraynak, P.E.

SPECIFICATIONS
FOR
INITIAL SYSTEM INSTALLATION OF
3-BEDROOM NPDES SINGLE FAMILY
SURFACE DISCHARGE WASTEWATER SYSTEM
SERVING
7846 Amesbury Road — Fayetteville, North Carolina
PREPARED BY:
MATT BURDETTTE
REVIEWED BY:
BRIAN J. KRAYNAK, PE
BATEMAN CIVIL SURVEY COMPANY, PC
200 NORTH MAIN STREET
HOLLY SPRINGS, NORTH CAROLINA 27540

EXPLANATION OF SYSTEM OPERATION AND DESIGN
The wastewater disposal system recommended for this site consists of a surface
disposal system for a 3-bedroom single-family home containing the following: an
existing 1,000 gallon septic tank ; a proposed 1000-gallon re -circulation tank equipped
with an AdvanTex re -circulating fixed media filter and controls; a UV disinfection unit; a
1000 gallon pump tank with controls to service a Zoeller M140 pump with final disposal
through a rip rap disposal pad. It should be kept in mind that this system is designed to
accommodate a moderate amount of wastewater from the household and that all measures
should be undertaken to minimize the volume of water entering the system to include the
following precautions:
1. Providing water conserving plumbing fixtures within the house;
2. Making rapid repairs to leaking plumbing fixtures;
3. Developing conservative water use habits on the part of all -
members of the household;
4. Monitoring and maintaining the system as may be necessary for
proper operation;
5. Checking and pumping the septic tank sludge on a regular basis of
approximately every two years when garbage grinders are not
included; and
6. Insuring proper installation of this system by a competent
installation contractor.
The system as recommended is intended to provide satisfactory wastewater disposal for
the site fora reasonable period of time. Due to the rather complex inter -relationship
between soil properties, system installation, wastewater habit patterns of the household,
system maintenance, vegetative activity, climate and rainfall, and other factors over
which the Engineer has no control, yet which ultimately influence the successful
operation of a wastewater disposal system, the Engineer requires that he/she be relieved
of any liability that may result from failing or malfunctioning of this system of
wastewater disposal. The persons occupying this residence should be familiar with the
contents of the Engineer's recommendations. A conference should be held with the
Engineer and the installation contractor in attendance prior to beginning any actual
construction of the wastewater disposal system in order to answer any questions and
to ensure that the installation contractor will make no changes to the recommended
system without first obtaining written permission for such changes from the
Engineer. The contractor shall coordinate his work schedule with the Designer and
with representatives of the health department in order that appropriate and timely
inspections of the construction work can be made.

SITE PREPARATION REQUIREMENTS
1. The existing wastewater piping system from the residence to the location of
the proposed septic tank shall be 4" diameter Schedule 40 PVC sewer pipe
laid at 1.0% minimum grade.
2. The existing septic tank is a 1,000 gallon, reinforced precast concrete septic
tank with full baffle, and shall be retrofitted with access risers to each
chamber from ground level for checking the sludge level and pumping as
needed and shall be retrofitted with an effluent filter. Wastewater piping from
the septic tank to the location of the proposed re -circulation tank shall be 4"
diameter Schedule 40 PVC sewer pipe laid at 1.0% minimum grade.
3. The proposed re -circulation tank shall be a 1,000 gallon, reinforced precast
concrete pump tank and shall have easy access to each end of the tank from
ground level for maintenance of the pump, control floats and Orenco re-
circulating splitter valve provided by Orenco with the AdvanTex treatment
system. All piping shall be schedule 40 PVC and constructed as shown on
plan sheet 2 of 2.
4. Effluent will pass through the media filter and will collect in the bottom of the
media filter pod as shown on plan sheet 2 of 3 and will flow back to the
Orenco re -circulating splitter valve. The effluent will be split with a portion
flowing to the UV disinfection unit and a portion flowing back to the re-
circulation tank.
5. The media filter shall be constructed using materials provided by Orenco and
specified on plan sheet 2 of 2.
6. After leaving the pretreatment media filter the wastewater will flow by gravity
to a UV disinfection unit. After passing through the UV disinfection unit the
wastewater will flow by gravity to a 1000 gallon pump tank equipped with a
Zoeller M140 pump that will deliver 20 gallon doses to the rip rap disposal
pad for final dispersion.
7. The contractor shall smooth the disturbed land surfaces after installation of all
components of the wastewater treatment and disposal system have been
completed, and shall leave the surface neatly shaped to shed rainwater. All
disturbed areas and the discharge area shall be seeded with grass and covered
with straw.

Design Specifications
Amesbury Road
Facility Type:
# of Bedrooms:
Daily Flow:
Sand Filter Hydraulic loading:
Media Filter Size:
Sand Media: Effective Size
Uniformity Coefficient
Dust Content
Sand Depth
Sand Filter Liner Thickness:
Number of Orifices:
Size of Orifices:
Manifold Length:
Manifold Diameter:
Supply Line Length:
Supply Line Diameter:
Supply Line and Manifold Volume:
Friction Loss + Fitting Loss:
Design Head:
Elevation Head:
Total Head:
Flow:
Dose Volume:
Length of Dose
Number of Doses per Day:
Re -circulation Ratio:
Control Panel:
Pump:
Septic Tank Effluent Filter:
Septic Tank:
Re -circulation Tank:
Disinfection:
Pump Tank:
Control Panel and Pump:
Single Family Home
3
360 gal/day
na gal/day/sq.ft
AX 20
na mm
na
na %
na in
na mil
na
na in
na ft
na in sch 80pvc
na ft
na in sch 40pvc
na gallons
0.74 ft
4.0 ft
8.0 ft
12.74 ft
7.37 gallons per minute
10 gallons
4 minutes
48 (every 30 minutes)
5:1
Orenco VCOM AXB1 control panel (or approved equivalent)
Orenco P Series P1005 Effluent Pump (or approved equivalent)
Orenco Biotube effluent filter (or approved equivalent)
1000 gallon
1000 gallon
The disinfector UV unit
1000 gallon
SJE Rhombus 112 control panel, Zoeller M140 Pump

RECOMMENDED SCHEDULE FOR SYSTEM MAINTENANCE,
1. The septic tank and recirculation tank should be checked periodically for sludge
accumulation and should be pumped out as needed with the sludge being disposed of
properly. Check yearly if garbage grinder is included within the wastewater system
(not recommended) or check every two years for systems without garbage grinders.
2. Review the owner's manual for the control panel and check control panel for normal
function during the weekly system inspection.
3. The discharge area should be protected from stormwater accumulation and from
excessive sprinkling of the lawn in the discharge area. Pipe downspout stormwater
away from the discharge area.
4. The development of conservative water use habits by all members of the household
will greatly enhance the life of this system.
5. Leaking plumbing fixtures should be corrected as soon as possible, or could result in
premature failure of the wastewater disposal system.
6. Check the bulb in UV unit monthly and replace annually.
7. The effluent filter at the outlet of the septic tank shall be checked and cleaned as
needed during all routine inspections, and at least twice yearly.
8. All rutted or eroded areas that may occur within the area over the surface discharge.
area shall be carefully filled with suitable loamy soil material.

MODEL 112 Control Panel
Single phase, simplex motor contactor control.
The Model 112 control panel provides a reliable means of controlling one 120,
208, or 240 VAC single phase pump in pump chambers, sump pump basins,
irrigation systems and lift stations. Two control switches activate a magnetic
motor contactor to turn the pump on and off. If an alarm condition occurs, an
additional alarm switch activates the audio/visual alarm system.
PANEL COMPONENTS
1.
Enclosure measures 8 x 8 x 4 inches (20.32 X 20.32 X 10.16 cm).
Choice of NEMA 1 (steel for indoor use), or NEMA 4X (ultraviolet stabilized
thermoplastic with removable flanges for outdoor or indoor use).
* Options selected may increase enclosure size and change component
layout.
2. Magnetic Motor Contactor controls pump by switching electrical lines.
3. HOA Switch for manual pump control (mounted on circuit board).
4. Green Pump Run Indicator Light (mounted' on circuit board).
5. Float Switch Terminal Block (mounted on circuit board).
6. Alarm and Control Fuses (mounted on circuit board).
7. Alarm and Control Power Indicators (mounted on circuit board).
8. Pump Input Power and Pump Connection Terminal Block
9. Ground Lug
10. Terminal Block Installation Label
11. Circuit Breaker (optional) provides pump disconnect and branch circuit
protection.
SEE BACKSIDE FOR COMPLETE LISTING OF AVAILABLE OPTIONS.
9
Model Shown 1121W914X
STANDARD ALARM PACKAGE
12. Red Alarm Beacon provides 360°
visual check of alarm condition.
Note: NEMA 1 style utilizes a door
mounted indicator in lieu of a beacon.
13. Alarm Horn provides audio warning of
alarm condition (83 to 85 decibel
rating).
Note: NEMA 1 style utilizes an internally
mounted buzzer in lieu of horn.
14. Exterior Alarm Test/Normal/Silence
Switch allows horn and light to be
tested and horn to be silenced in an
alarm condition. Alarm automatically
resets once alarm condition has been
cleared.
15. Horn Silence Relay (mounted on circuit
board).
NOTE: other options available.
FEATURES
■ Entire control system (panel and
switches) is UL Listed to meet' and/or
exceed industry safety standards
■ Dual safety certification for the United
States and Canada
■ Standard package includes three 20'
Sensor Float® control switches
■ Complete with step-by-step
installation instructions
C US
■ Three-year limited warranty LISTED
PO Box 1708, Detroit Lakes, MN 56502
1-888-DIAL-SJE • 1-218-847-1317
1-218-847-4617 Fax
email: [e-mail]
www.sierhnmhus_cnm

1
x
x
x
x
x
I 112 I 11 I IWl
9 1 4
MODEL 1122
ALARM PACKAGE
0 = select options or no alarm package
1 = alarm package (includes test/normal/silence switch, fuse, red ight, horn & float)
ENCLOSURE RATING I
I = Indoor, NEMA 1 (metal)
W =Weatherproof, NEMA 4X (engineered thermoplastic)
STARTING DEVICE
1 = magnetic motor contactor 120/208/240V
9= magnetic motor contactor 120V only
PUMP FULL LOAD AMPS
0 = 0-7 FLA
1 = 7-15 FLA
2 =15-20 FLA
3 = 20-30 FLA
PUMP DISCONNECTS
0 = no pump disconnect
1 = pull-out with safety deadfront in a 10"x8" enclosure
4= circuit breaker 120V(selectSTARTING DEVICE option 9 above)
120/208/240V (select STARTING DEVICE option 1 above)
FLOAT SWITCH APPLICATION
H or L = pump down or pump up
X = no floats
WITH alarm package
WITHOUT alarm package
OPTIONS Listed below
3A, 8A, 8C
ENCLOSURE UPSIZE - If you selected 3 or more of the * options, or one ** option ,
a one-time enclosure upsize fee would apply.
additional features are, require
JE Rhombus Pco-Lane or,
call::the"factory for`;a,quote on either,
nglneered Custom control pane'!:
CODE DESCRIPTION
1A Red beacon only / no audio
(must select 1E if floats included)
1C Horn only / no visual
(must select IE if floats included)
1 E Alarm float
0 3A Alarm flasher
rI * 3B Manual alarm reset
I-1* 4A Low level cutout
(select option 4D if floats included)
1-1* 4B Red low-level indicator & alarm
(must select 4A also)
4D Low-level float
n * 5A Thermal cutout/heat sensor auto
reset (for pumps w/thermal switch leads)
**5E Seal failure circuit & red indicator (2 wire)
n 6A Auxiliary alarm contact, form C type
n * 8A Elapsed time meter
n * 8C Event (cycle) counter
n **9_APump overload
specify amperage after number 9
Example: 912A = 12 amp pump.
**n0-25 FLA
**025-30 FLA
10E Lockable latch - NEMA 4X
n 10E Lockable latch - NEMA 1.
* 10F Lightning arrester
n *10K Antcndensaton
MPLi
MODEL
heater
followed by letter
CODE DESCRIPTION
n 11 C NEMA 1 alarm panel must select option 6A
n 11 D NEMA 4X alarm panel must select option 6A
I-1**i 413 Main disconnect (rotary style, mounted through door)
non -fused
**n 0-20 FLA (total of both pumps)
**1-1 20-30 FLA (total of both pumps)
n 15A Control / alarm circuit breaker
Does not include the circuit board as in standard.
16A 10' cord in lieu of 20' (per float)
16B 15' cord in lieu of 20' (per float)
16C 30' cord in lieu of 20' (per float)
16D 40' cord in lieu of 20' (per float)
17A SJE SignalMaster° / mounting strap • (per float)
17B SJE SignalMaster® / externally weighted • (per float)
17C Sensor Float° / internally weighted A (per float)
17D Sensor Float° / externally weighted ♦ (per float)
17E Sensor Float° Mini / pipe clamp A (per float)
17F Sensor Float° Mini / externally weighted ♦ (per float)
19T TOA (Test/Off/Automatic) switch and pump run light through
door mounted
19U HOA (Hand/Off/Automatic) switch and pump run light through
door mounted
19X Door mounted pump run indicator
21A SJE PumpMaster° in lieu of on/off switches •
21 B SJE PumpMaster° Plus in lieu of on/off switches •
21 C . Super Single° in lieu of on/off switches ♦
21 D Double Float° in lieu of on/off switches ♦
• Mechanically -activated ♦ Mercury -activated
112
Alarm Package
Enclosure Rating
Starting Device
Pump Full Load Amps
Pump Disconnect
Float Switch Application
Options: Flasher, Elapsed Time Meter
1
9
1
4
H
3A 8A
©SJE-Rhombus Printed in USA 06/05

w•u,
7.QL/TY PL/MPS ,37NCE /97 "
Product information
presented here reflects
conditions at time of
publication. Consult factory
regarding discrepancies or
inconsistencies.
MAIL TO: P.O. BOX 16347 • Louisville, KY 40256-0347
SHIP TO: 3649 Cane Run Road • Louisville, KY 40211-1961
[phone] • 1 (800) 928-PUMP • FAX [phone]
IVIPARE THESE FEATURES
Durable Cast Iron construction.
Non -Clogging bronze vortex impeller design,
passes '/" solids.
• Oil -filled hermetically sealed 1 HP, single
phase, 3480 RPM motor, with thermal over
load protection.
• Available in both single or double shaft seal
designs.
• Carbon/Ceramic seals.
• Assembled with Stainless Steel bolts.
Oil lubricated bearings.
15' UL Listed Neoprene cord with molded
plug cap and ground wire.
• 11/z" NPT vertical discharge.
• Stainless steel lifting handle.
BN and BE models include a variable level
float switch and VA" X 2" PVC adapter
fitting.
Operates at temperatures to 130°F - 54°C
in effluent or dewatering applications.
Corrosion resistant powder coated epoxy finish.
Note: The sizing of effluent systems normally requires
variable level float(s) controls and properly sized basins to
achieve required pumping cycles.
MAIL TO: P.O. BOX 16347
Louisville, KY 40256-0347
SHIP TO: 3649 Cane Run Road
Louisville, KY 40211-1961
[phone]. 1 (800) 928-PUMP
FAX [phone]
Manufacturers of ... `/QV.4L/Tr PLGNPS 4/NCE /�7p
9 "
© Copyright 2001 Zoeller Co. All rights reserved.
SSPMA
MEMBER
SUMP
AND SEWAGE
PUMP MFRS. ASSN.
SECTION: 2.20.045
FM1502
0701
Supersedes
1200
visit our web site:
http://www.zoeller.com
140 / 4140 Cast Iron Series
(For Pump Prefix Identification see News & Views 0052)
"FL :�..WMATE"
FOR SEPTIC TANK - LOW PRESSURE PIPE (LPP)
AND ENHANCED FLOW STEP SYSTEMS
EFFLUENT
OR DEWATERING PUMPS
SUBMERSIBLE
11/2" NPT DISCHARGE
Model BN140
Single Seal
Pump
POWDER
COATED
TOUGH'
MODELS AVAILABLE
• Nonautomatic
• 1 HP, 1Ph 115V or 230V
Model 140
Single Seal
Pump
Model 4140
Double Seal
Pump

';T�=---1 .F-=
"n o FEET
I
HEAD CAPACITY.CURVE
MODELS "140/4140"
TOTAL DYNAMIC HEAD/CAPACITY
PER M NUTE
EFFLUENT AND DEWATERING
Ft.
Meters
Gal.
Ltrs.
5
1.52
91
344
yyr?^� -� -- "
10
3.05
84
318
15
4.57
76
288
ta ;•- 12
-i
140,41 40
20
6.10
68
257
25
7.62
59
223
D_ IO
30
9.14
49
185
t'SFSt
30
_�
8
35
10.67
38
144
40
12.19
21
79
25
45
13.72
5
19
o
a
z
20
Lock Valve:
46'
Fidrtu-_ U 6
S
>
15.
rc,o
-_
4
Q
0
10
LLS GALLONS
10
20
30
40
50
60
70 80
90
100
110
LITERS
0
80 160 240
FLOW PER MINUTE
320
400
010904
01-SILT FACTORY FOR SPECIAL APPLICATIONS
• Electrical alternators, for duplex systems, are available and supplied with
an alarm.
Ti Mechanical alternators, for duplex systems, are available with or without
t:: alarms.
• Control alarm systems are available for 1 phase pumps used in simplex
system. See FM0732.
Variable level control switches are available for controlling single phase
' systems.
• Double piggyback variable level float switches are available for variable
level long cycle controls.
• Sealed Qwik-Box available for outdoor installations. See FM1420.
• Over 130°F. (54°C.) special quotation required.
• Refer to FM0806 for 200° F. applications.
140 Series - 53 lbs. 4140 Series - 73 lbs.
14014140"' MODELS
Control Selection
Model
Model
Volts•Ph
Mode
Amps
Simplex '
Duplex
N140
N4140
115 1
Non
15.0
1or1&5
2ar3&4
E140
E4140
230 1
Non
7.5
1or1&5
2ar3&4
BN140
BN4140
115 1
Non
15.5
1or1&5
2or3&4
BE140
8E4140
230 1
Non
7.5
1or1&5
2or3&4
3 7/B
1 1/2 - 11 1/2 NPT
4 5/16
I SK1524A
Doub eSea Desrgr
Ile, ghat 713` 16s�
1 1/2 - 11 1/2 NPT
SK15248
SELECTION GUIDE
1. Single piggyback variable level float switch or double piggyback variable level float
switch. Refer to FM0477.
2. Mechanical alternator M-Pak 10-0072 or 10-0075.
3. See FM0712 for correct model of Electrical Altemator E-Pak.
4. Variable level control switch 10-0225 used as a control activator, specify duplex (3)
or (4) float system.
LA CAUTION
All installation of controls, protection devices and wiring should be done by a qualified
licensed electrician. All electrical and safety codes should be followed including the most
recent National Electric Code (NEC) and the Occupational Safety and Health Act (OSHA).
RESERVE POWERED DESIGN
For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump.
http://www.zoellencom
PUMP M.
MAIL TO: P.O. BOX 16347
Louisville, KY 40256-0347
SHIP T0: 3649 Cane Run Road.
Louisville, KY 40211-1961
[phone]. 1(800) 928-PUMP
FAX [phone]
Manufacturers of. .
%JNiL/TY PdMPS SAVE /8. .
© Copyright 2001 Zoeller Co. All rights reserved.