LEVY COUNTY GILCREST COUNTY DIXIE COUNTY « ASAP Pump and Liftstation

LEVY COUNTY GILCREST COUNTY DIXIE COUNTY

Chiefland –

(352) 493-2026

Old Town –

(352) 542-1412

TRENTON

(352) 472-1362‎

Gainesville –

(352) 335-8555

GAINESVILLE ALACHUA COUNTY 352-335-8555

Serving all of Florida and Georgia at 904-346-1266

EMAIL LARRY@1STPROP.COM (feel free to email your bidding packages here)

MONTHLY SERVICE AVAILABLE

MONTHLY SERVICE CONTRACTS

LIFT STATION INSPECTIONS

LICENSED LIFT STATION COMPANY

INSURED

FREE ESTIMATES

STATE OF FLORIDA CERTIFIED PLUMBING CONTRACTOR

CFCO56659

LIFT STATION PUMPS

LIFT STATION CRANE

CONTROL PANELS

RAILS

we have a team of experienced individuals who come into your plant OR BUSINESS with a fresh pair of eyes. The system is checked from influent to effluent. System optimization, equipment efficiency and operational excellence are key components explored. Key Benefits Equipment efficiency Total Cost of Operation reductions Reliability and safety

An onsite audit is conducted to examine system parameters, process controls, and current monitor and control procedures. A physical walk-through is conducted, process flow diagrams are examined, previous design criteria are examined and current standard operating procedures are evaluated along with data logs.

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Wastewater lift stations are used to help transport liquid wastewater from homes and businesses across the City to the treatment plant for processing and cleaning.

Lift Stations

Sewage lift stations are by definition installed in a difficult operating environment. The commonly used prefabricated steel “can” stations are constantly subjected to a corrosive environment on both the interior and exterior of the station. Because these structures are out of sight they often do not receive the type of care and maintenance needed to protect steel surfaces.

ignificant problem many times with lift stations is odor generation. In addition to concerns for sewer personnel exposed to accumulated gases, sewer gases left to accumulate in air-tight environments can create additional toxic gases and underground potential for explosion, stagnation, and dead space in lines. Aeration is an option to reduce odor. Many ODORS accumulate because of oxygen-deficient environments. The cost to retrofit old sewer systems (lines, stations, can be astronomical for a municipality. Sometimes chemicals such as sodium nitrate are added to increase oxygen content in the water and provide the bacteria an alternate oxygen source when free oxygen from mechanical sources is not available. This prevents H2S formation from facultative or anaerobic bacteria. Pine Scented blocks also have been added to neutralize odors so that neighbors are not complaining.

Grease

Fats, oil and grease – – also called FOG in the wastewater business – – can have negative impacts on wastewater collection and treatment systems. Most wastewater collection system blockages can be traced to FOG. Blockages in the wastewater collection system are serious, causing sewage spills, manhole overflows, or sewage backups in homes and businesses. With the increase in fast food restaurants, many municipalities are having problems with an increase in grease build-up in their lift stations.

Why is grease a problem?

In the sewage collection and treatment business Grease is singled out for special attention because of its poor solubility in water and its tendency to separate from the liquid solution.

Large amounts of oil and grease in the wastewater cause trouble in the collection system pipes. It decreases pipe capacity and, therefore, requires that piping systems be cleaned more often and/or some piping to be replaced sooner than otherwise expected. Oil and grease also hamper effective treatment at the wastewater treatment plant. Grease is the number one cause of foaming and bulking, especially Nocardia and M. parvicella.

Grease in a warm liquid may not appear harmful. But, as the liquid cools, the grease or fat congeals and causes nauseous mats on the surface of settling tanks, digesters, and the interior of pipes and other surfaces which may cause a shutdown of wastewater treatment units.

Bioaugmentation Solutions for Lift stations, Wet Wells and Collection Systems

Solid block biological products that are specifically formulated and packaged for use in lift stations and large restaurant grease traps to remove grease build-up and help increase degradation capabilities.

This biological product is a high strength formulation developed to degrade fats oils and grease quickly. It can be used in restaurants, grease traps and drain fields where food based grease is a problem.

This product is an improved biological product, specifically formulated and packaged for use in sewers to help degrade grease build-up and stop blockage.

we have a team of experienced individuals who come into your plant with a fresh pair of eyes. The system is checked from influent to effluent. System optimization, equipment efficiency and operational excellence are key components explored. Key Benefits Equipment efficiency Total Cost of Operation reductions Reliability and safety

United States
Environmental Protection
Agency
Office of Water
Washington, D.C.
EPA 832-F-00-073
September 2000
Collection Systems
Technology Fact Sheet
Sewers, Lift Station
DESCRIPTION
Wastewater lift stations are facilities designed to
move wastewater from lower to higher elevation
through pipes. Key elements of lift stations include
a wastewater receiving well (wet-well), often
equipped with a screen or grinding to remove
coarse materials; pumps and piping with associated
valves; motors; a power supply system; an
equipment control and alarm system; and an odor
control system and ventilation system.
Lift station equipment and systems are often
installed in an enclosed structure. They can be
constructed on-site (custom-designed) or prefabricated.
Lift station capacities range from
76 liters per minute (20 gallons per minute) to more
than 378,500 liters per minute (100,000 gallons per
minute). Pre-fabricated lift stations generally have
capacities of up to 38,000 liters per minute (10,000
gallons per minute). Centrifugal pumps are
commonly used in lift stations. A trapped air
column, or bubbler system, that senses pressure and
level is commonly used for pump station control.
Other control alternatives include electrodes placed
at cut-off levels, floats, mechanical clutches, and
floating mercury switches. A more sophisticated
control operation involves the use of variable speed
drives.
Lift stations are typically provided with equipment
for easy pump removal. Floor access hatches or
openings above the pump room and an overhead
monorail beam, bridge crane, or portable hoist are
commonly used.
The two most common types of lift stations are the
dry-pit or dry-well and submersible lift stations. In
dry-well lift stations, pumps and valves are housed
in a pump room (dry pit or dry-well), that is easily
accessible. The wet-well is a separate chamber
attached or located adjacent to the dry-well (pump
room) structure. Figures 1 and 2 illustrate the two
types of pumps.
Submersible lift stations do not have a separate
pump room; the lift station header piping,
associated valves, and flow meters are located in a
separate dry vault at grade for easy access.
Submersible lift stations include sealed pumps that
operate submerged in the wet-well. These are
removed to the surface periodically and reinstalled
using guide rails and a hoist. A key advantage of
dry-well lift stations is that they allow easy access
for routine visual inspection and maintenance. In
general, they are easier to repair than submersible
pumps. An advantage of submersible lift stations is
that they typically cost less than dry-well stations
and operate without frequent pump maintenance.
Submersible lift stations do not usually include
Dry Well
Wet Well
Inlet
Hoist
Discharge
Source: Qasim, 1994.
FIGURE 1 DRY-WELL PUMP
large aboveground structures and tend to blend in
with their surrounding environment in residential
areas. They require less space and are easier and
less expensive to construct for wastewater flow
capacities of 38,000 liters per minute (10,000
gallons per minute) or less.
APPLICABILITY
Lift stations are used to move wastewater from
lower to higher elevation, particularly where the
elevation of the source is not sufficient for gravity
flow and/or when the use of gravity conveyance
will result in excessive excavation depths and high
sewer construction costs.
Current Status
Lift stations are widely used in wastewater
conveyance systems. Dry-well lift stations have
been used in the industry for many years. However,
the current industry-wide trend is to replace drywell
lift stations of small and medium size
(typically less than 24,000 liters per minute or 6,350
gallons per minute) with submersible lift stations
mainly because of lower costs, a smaller footprint,
and simplified operation and maintenance.
Variable speed pumping is often used to optimize
pump performance and minimize power use.
Several types of variable-speed pumping equipment
are available, including variable voltage and
frequency drives, eddy current couplings, and
mechanical variable-speed drives. Variable-speed
pumping can reduce the size and cost of the wetwell
and allows the pumps to operate at maximum
efficiency under a variety of flow conditions.
Because variable-speed pumping allows lift station
discharge to match inflow, only nominal wet-well
storage volume is required and the well water level
is maintained at a near constant elevation.
Variable-speed pumping may allow a given flow
range to be achieved with fewer pumps than a
constant-speed alternative. Variable-speed stations
also minimize the number of pump starts and stops,
reducing mechanical wear. Although there is
significant energy saving potential for stations with
large friction losses, it may not justify the additional
capital costs unless the cost of power is relatively
high. Variable speed equipment also requires more
room within the lift station and may produce more
noise and heat than constant speed pumps.
Lift stations are complex facilities with many
auxiliary systems. Therefore, they are less reliable
than gravity wastewater conveyance. However, lift
station reliability can be significantly improved by
providing stand-by equipment (pumps and controls)
and emergency power supply systems. In addition,
lift station reliability is improved by using non-clog
pumps suitable for the particular wastewater quality
and by applying emergency alarm and automatic
control systems.
ADVANTAGES AND DISADVANTAGES
Advantages
Lift stations are used to reduce the capital cost of
sewer system construction. When gravity sewers
are installed in trenches deeper than three meters
(10 feet), the cost of sewer line installation
increases significantly because of the more complex
and costly excavation equipment and trench shoring
techniques required. The size of the gravity sewer
lines is dependent on the minimum pipe slope and
flow. Pumping wastewater can convey the same
flow using smaller pipeline size at shallower depth,
and thereby, reducing pipeline costs.
Hoist
Discharge
Source: Qasim, 1994.
FIGURE 2 WET-WELL SUBMERSIBLE
Disadvantages
Compared to sewer lines where gravity drives
wastewater flow, lift stations require a source of
electric power. If the power supply is interrupted,
flow conveyance is discontinued and can result in
flooding upstream of the lift station, It can also
interrupt the normal operation of the downstream
wastewater conveyance and treatment facilities.
This limitation is typically addressed by providing
an emergency power supply.
Key disadvantages of lift stations include the high
cost to construct and maintain and the potential for
odors and noise. Lift stations also require a
significant amount of power, are sometimes
expensive to upgrade, and may create public
concerns and negative public reaction.
The low cost of gravity wastewater conveyance and
the higher costs of building, operating, and
maintaining lift stations means that wastewater
pumping should be avoided, if possible and
technically feasible. Wastewater pumping can be
eliminated or reduced by selecting alternative sewer
routes or extending a gravity sewer using direction
drilling or other state-of-the-art deep excavation
methods. If such alternatives are viable, a costbenefit
analysis can determine if a lift station is the
most viable choice.
DESIGN CRITERIA
Cost effective lift stations are designed to: (1)
match pump capacity, type, and configuration with
wastewater quantity and quality; (2) provide
reliable and uninterruptible operation; (3) allow for
easy operation and maintenance of the installed
equipment; (4) accommodate future capacity
expansion; (5) avoid septic conditions and
excessive release of odors in the collection system
and at the lift station; (6) minimize environmental
and landscape impacts on the surrounding
residential and commercial developments; and (7)
avoid flooding of the lift station and the
surrounding areas.
Wet-well
Wet-well design depends on the type of lift station
configuration (submersible or dry-well) and the
type of pump controls (constant or variable speed).
Wet-wells are typically designed large enough to
prevent rapid pump cycling but small enough to
prevent a long detention time and associated odor
release.
Wet-well maximum detention time in constant
speed pumps is typically 20 to 30 minutes. Use of
variable frequency drives for pump speed control
allows wet-well detention time reduction to 5 to 15
minutes. The minimum recommended wet-well
bottom slope is to 2:1 to allow self-cleaning and
minimum deposit of debris. Effective volume of
the wet-well may include sewer pipelines,
especially when variable speed drives are used.
Wet-wells should always hold some level of sewage
to minimize odor release. Bar screens or grinders
are often installed in or upstream of the wet-well to
minimize pump clogging problems.
Wastewater Pumps
The number of wastewater pumps and associated
capacity should be selected to provide headcapacity
characteristics that correspond as nearly as
possible to wastewater quantity fluctuations. This
can be accomplished by preparing pump/pipeline
system head-capacity curves showing all conditions
of head (elevation of a free surface of water) and
capacity under which the pumps will be required to
operate.
The number of pumps to be installed in a lift station
depends on the station capacity, the range of flow
and the regulations. In small stations, with
maximum inflows of less than 2,640 liters per
minute (700 gallons per minute), two pumps are
customarily installed, with each unit able to meet
the maximum influent rate. For larger lift stations,
the size and number of pumps should be selected so
that the range of influent flow rates can be met
without starting and stopping pumps too frequently
and without excessive wet-well storage.
Depending on the system, the pumps are designed
to run at a reduced rate. The pumps may also
alternate to equalize wear and tear. Additional
pumps may provide intermediate capacities better
matched to typical daily flows. An alternative
option is to provide flow flexibility with variablespeed
pumps.
For pump stations with high head-losses, the singlepump
flow approach is usually the most suitable.
Parallel pumping is not as effective for such
stations because two pumps operating together yield
only slightly higher flows than one pump. If the
peak flow is to be achieved with multiple pumps in
parallel, the lift station must be equipped with at
least three pumps: two duty pumps that together
provide peak flow and one standby pump for
emergency backup. Parallel peak pumping is
typically used in large lift stations with relatively
flat system head curves. Such curves allow
multiple pumps to deliver substantially more flow
than a single pump. The use of multiple pumps in
parallel provides more flexibility.
Several types of centrifugal pumps are used in
wastewater lift stations. In the straight-flow
centrifugal pumps, wastewater does not change
direction as it passes through the pumps and into
the discharge pipe. These pumps are well suited for
low-flow/high head conditions. In angle-flow
pumps, wastewater enters the impeller axially and
passes through the volute casing at 90 degrees to its
original direction (Figure 3). This type of pump is
appropriate for pumping against low or moderate
heads. Mixed flow pumps are most viable for
pumping large quantities of wastewater at low head.
In these pumps, the outside diameter of the impeller
is less than an ordinary centrifugal pump, increasing
flow volume.
Ventilation
Ventilation and heating are required if the lift
station includes an area routinely entered by
personnel. Ventilation is particularly important to
prevent the collection of toxic and/or explosive
gases. According to the Nation Fire Protection
Association (NFPA) Section 820, all continuous
ventilation systems should be fitted with flow
detection devices connected to alarm systems to
indicate ventilation system failure. Dry-well
ventilation codes typically require six continuous
air changes per hour or 30 intermittent air changes
per hour. Wet-wells typically require 12 continuous
air changes per hour or 60 intermittent air changes
per hour. Motor control center (MCC) rooms
should have a ventilation system adequate to
provide six air changes per hour and should be air
conditioned to between 13 and 32 degrees Celsius
(55 to 90 degrees F). If the control room is
combined with an MCC room, the temperature
should not exceed 30 degrees C or 85 degrees F.
All other spaces should be designed for 12 air
changes per hour. The minimum temperature
should be 13 degrees C (55 degrees F) whenever
chemicals are stored or used.
Odor Control
Odor control is frequently required for lift stations.
A relatively simple and widely used odor control
alternative is minimizing wet-well turbulence. More
effective options include collection of odors
generated at the lift station and treating them in
scrubbers or biofilters or the addition of odor
control chemicals to the sewer upstream of the lift
station. Chemicals typically used for odor control
include chlorine, hydrogen peroxide, metal salts
(ferric chloride and ferrous sulfate) oxygen, air, and
potassium permanganate. Chemicals should be
Source: Lindeburg, revised edition 1995.
FIGURE 3 CENTRIFUGAL ANGLE-FLOW
PUMP
closely monitored to avoid affecting downstream
treatment processes, such as extended aeration.
Power Supply
The reliability of power for the pump motor drives
is a basic design consideration. Commonly used
methods of emergency power supply include
electric power feed from two independent power
distribution lines; an on-site standby generator; an
adequate portable generator with quick connection;
a stand-by engine driven pump; ready access to a
suitable portable pumping unit and appropriate
connections; and availability of an adequate holding
facility for wastewater storage upstream of the lift
station.
PERFORMANCE
The overall performance of a lift station depends on
the performance of the pumps. All pumps have
four common performance characteristics: capacity,
head, power, and overall efficiency. Capacity (flow
rate) is the quantity of liquid pumped per unit of
time, typically measured as gallons per minute
(gpm) or million gallons per day (mgd). Head is
the energy supplied to the wastewater per unit
weight, typically expressed as feet of water. Power
is the energy consumed by a pump per unit time,
typically measured as kilowatt-hours. Overall
efficiency is the ratio of useful hydraulic work
performed to actual work input. Efficiency reflects
the pump relative power losses and is usually
measured as a percentage of applied power.
Pump performance curves (Figure 4) are used to
define and compare the operating characteristics of
a pump and to identify the best combination of
performance characteristics under which a lift
station pumping system will operate under typical
conditions (flows and heads). Pump systems
operate at 75 to 85 percent efficiency most of the
time, while overall pump efficiency depends on the
type of installed pumps, their control system, and
the fluctuation of influent wastewater flow.
Performance optimization strategies focus on
different ways to match pump operational
characteristics with system flow and head
requirements. They may include the following
options: adjusting system flow paths installing
variable speed drives; using parallel pumps
installing pumps of different sizes trimming a pump
impeller; or putting a two-speed motor on one or
more pumps in a lift station. Optimizing system
performance may yield significant electrical energy
savings.
OPERATION AND MAINTENANCE
Lift station operation is usually automated and does
not require continuous on-site operator presence.
However, frequent inspections are recommended to
ensure normal functioning and to identify potential
problems. Lift station inspection typically includes
observation of pumps, motors and drives for
unusual noise, vibration, heating and leakage, check
of pump suction and discharge lines for valving
arrangement and leakage, check of control panel
switches for proper position, monitoring of
discharge pump rates and pump speed, and
monitoring of the pump suction and discharge
pressure. Weekly inspections are typically
conducted, although the frequency really depends
on the size of the lift station.
If a lift station is equipped with grinder bar screens
to remove coarse materials from the wastewater,
these materials are collected in containers and
disposed of to a sanitary landfill site as needed. If
the lift station has a scrubber system for odor
control, chemicals are supplied and replenished
typically every three months. If chemicals are
added for odor control ahead of the lift station, the
0
10
20
30
40
50
60
70
0 0.05 0.1 0.15 0.2 0.25 0.3 0.35 0.4
Discharge (m3/s)
Head (m)
System Curve
Pump Curve
Source: Adapted from Roberson and Crowe, 1993.
FIGURE 4 PUMP PERFORMANCE CURVE
chemical feed stations should be inspected weekly
and chemicals replenished as needed.
The most labor-intensive task for lift stations is
routine preventive maintenance. A well-planned
maintenance program for lift station pumps
prevents unnecessary equipment wear and
downtime. Lift station operators must maintain an
inventory of critical spare parts. The number of
spare parts in the inventory depends on the critical
needs of the unit, the rate at which the part normally
fails, and the availability of the part. The operator
should tabulate each pumping element in the system
and its recommended spare parts. This information
is typically available from the operation and
maintenance manuals provided with the lift station.
COSTS
Lift station costs depend on many factors, including
(1) wastewater quality, quantity, and projections;
(2) zoning and land use planning of the area where
the lift station will be located; (3) alternatives for
standby power sources; (4) operation and
maintenance needs and support; (5) soil properties
and underground conditions; (6) required lift to the
receiving (discharge) sewer line; (7) the severity of
impact of accidental sewage spill upon the local
area; and (8) the need for an odor control system.
These site and system specific factors must be
examined and incorporated in preparing a lift
station cost estimate.
Construction Costs
The most important factors influencing cost are the
design lift station capacity and the installed pump
power. Another cost factor is the lift station
complexity. Factors which classify a lift station as
complex include two or more of the following: (1)
extent of excavation; (2) congested site and/or
restricted access; (3) rock excavation; (4) extensive
dewatering requirements, such as cofferdams; (5)
site conflicts, including modification or removal of
existing facilities; (6) special foundations, including
piling; (7) dual power supply and on-site switch
stations and emergency power generator; and (8)
high pumping heads (design heads in excess of
200 ft).
Mechanical, electrical, and control equipment
delivered to a pumping station construction site
typically account for 15 to 30 percent of total
construction costs. Lift station construction has a
significant economy-of-scale. Typically, if the
capacity of a lift station is increased 100 percent,
the construction cost would increase only 50 to 55
percent. An important consideration is that two
identical lift stations will cost 25 to 30 percent more
than a single station of the same combined capacity.
Usually, complex lift stations cost two to three
times more than more simple lift stations with no
construction complications.
Table 1 provides examples of complex lift stations
and associated construction costs in 1999 dollars.
TABLE 1 LIFT STATION CONSTRUCTION COSTS
Lift Station
Design Flowrate
(MGD)

Operation and Maintenance Costs
Lift station operation and maintenance costs include
power, labor, maintenance, and chemicals (if used
for odor control). Usually, the costs for solids
disposal are minimal, but are included if the lift
station is equipped with bar screens to remove
coarse materials from the wastewater. Typically,
power costs account for 85 to 95 percent of the total
operation and maintenance costs and are directly
proportional to the unit cost of power and the actual
power used by the lift station pumps. Labor costs
average 1 to 2 percent of total costs. Annual
maintenance costs vary, depending on the
complexity of the equipment and instrumentation.

Plumbing

Drain Cleaning

High Pressure water jetting

Harben Water jetting

Sewer line replacement

Water line replacement

Fiber optic sewer video inpection service

We can insert a camera in your sewer line to see the problem before fixing it.

Backflow testing, installation, repair, and certification

Annual Backflow testing automated reminders. We will call you each year instead of you calling us.

Faucet replacement

Water Heater Replacement

24 Hour Emergency Service – We can help with all types of plumbing issues

Repiping – Repair Plumbing – Bath Remodeling
Drain jetting and video inspection of sewer lines

Toilets, Sinks Faucets, Tubs, Garbage Disposal, Etc.
Slab Leaks, Shower Pans, and Drain Cleaning
TV / Video Sewer Line Inspections
Kitchen and Bath Remodeling
New Construction Plumbing
Senior Citizen and Military Discount
Sewer and Water Service Replacements
Water Softeners
Water Heaters installed

We accept MasterCard, Visa and American Express

Water Heaters
Repair or replacement of most models, including the latest tank-less water heaters.
Kitchen and Lavatory Faucets
Repair or replacement of faucets including special order faucets and designer faucets
Water Closets
Repair or replacement of water closets (toilets) including special order items
Sewer and Septic Service
We offer sewer conversion from septic to city sewer. This includes not only the installation of piping, but the repair of any broken sprinkler lines and sod replacement. We carry company-owned medium equipment for excavation and the latest technologies for septic to sewer conversion.
Complete Hot and Cold Water Repipes
We offer complete repipes including the replacement of hot water heaters, hose bibs, washer boxes and ice maker boxes. We have drywall and tile replacement staff on-site.
Bath Remodel Specialist
We staff bathroom remodel experts who can design and complete all bathroom remodel jobs, big or small. Our company has its own drywall and tile specialist.
Water Softeners
We offer repair, replacement and installations of water softeners and filters with the latest in digital and mechanical timers.

Licensed Lift Station operator, we can repair, install and perform mandated monthly lift station inspections.

Utility services, and underground utility installations.

Septic tank operator, we can service your septic system, we can install your drain field or septic system and we can maintain it for you.

LP Gas piping and repairs, natural gas piping and repairs, appliance repairs, boilers, water heaters, tankless water heaters, pool heaters, pool pumps, gas generators, medical gas piping, nitrogen gas piping, oxygen gas piping, med gas piping, manometer test, annual gas testing and inspections, splash guards, plumbing, free estimates, licensed and insured.

New construction, alterations, repairs, commercial, industrial, residential, medical, and hospitals…..all work is very welcome and appreciated.

We accept all major credit cards. Visa, Mastercard, Discover and American Express.

FOR MORTGAGE COMPANIES WE CAN INSPECT ALL PHASES OF WORKMANSHIP AND QUALITY CONTROL, FREE ESTIMATES, LICENSED AND INSURED.

Drain and Pipe Cleaning
This service includes not only the drain being cleaned by using mechanical means, but we also use the latest in camera equipment to view the drain line to locate and pin point specific problems in the drain line, thus eliminating unwanted excavation. We also utilize a fog machine capable of putting fog or smoke into the drain and vent systems to locate leaks. We carry the newest listening device for pin pointing leaks underground, inside and outside of your home or business.
tankless water heaters
toilets
shower pans
ceramic tile installers
floor drains
backflow preventer or preventor
shower head
jacuzzi tub
roman tub
roman shower valve
hand held shower valve
sinks
toilets
water closets
urinals
bidets
water fountains
faucets
tub
meter
shut off valves
washing machine box
washing machine connection
hose bibb
clean out
sewer line
hot and cold water repipes
insta hot
instant hot water
water heater
boilers
dishwasher connections
soap dispenser
pot filler
cast iron sink
water saving toilets
drinking fountain
body spa
spa
whirlpool tub
soap dish
toilet rack
flushometer
hand dryer
partitions

We service the following areas of northeast Florida:Jacksonville, Jacksonville Beach, Atlantic Beach, Neptune Beach, Ponte Vedra Beach, Fernandina, Amelia Island, Callahan, Yulee, Hillard, Macclenny, St George, St Marys, Kingsland, Orange Park, Middleburg, Green Cove Springs, Penny Farms, St Augustine, Hastings, Palatka, Keystone Heights, Starke, Lake City, Waldo, Baldwin, St Augustine Beach, Crescent Beach, Palm Coast, Daytona, Holly Hill, Titusville, Daytona Shores, Ormond Beach, Bunnell, Deland, Orange City, Port Orange, Orlando, New Smyrna Beach, Sanford, Palm Valley, Fruitcove, Mandarin, Lawtey, St. Augustine Beach, Switzerland, Vilano Beach, Marineland, Flagler Beach, Beverly Beach, Sanderson, and Glen St. Mary.

STATE CERTIFIED CONTRACTOR LICENSE NUMBER CFCO56659

STATE CERTIFIED GENERAL CONTRACTOR CGC1504600

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CLICK BELOW AND PLACE A WORK ORDER

IN OUR AUTOMATED WORK ORDER SYSTEM

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is an authorized reseller or service center for many brands:

Rinnai/Noritz Tankless Water Heaters
Kohler
American Standard
Rheem
A.O. Smith
Moen
Delta
And Many More

Serving the entire Jacksonville area including the following communities:

– Alachua County – Jackson County – Seminole County – Calhoun County – Manatee County – Franklin County – Orange County – DeSoto County – Alachua County – Lake County – Duval County – Palm Beach County – Polk County – Miami-Dade County – Highlands County – Duval County – Miami-Dade County – Polk County – Jackson County – Miami-Dade County – Orange County – Gilchrist County – Pinellas County – Pinellas County – Pinellas County – Pinellas County – Palm Beach County – Orange County – Marion County – Flagler County – Miami-Dade County – Calhoun County – Palm Beach County – Holmes County – Lee County – Hardee County – Palm Beach County – Manatee County – Manatee County – Hillsborough County – Suwannee County – Palm Beach County – Liberty County – Levy County – Bradford County – Hernando County Flagler County – Sumter County – Nassau County – Bay County – Jackson County – Brevard County – Lee County – Franklin County – Washington County – Seminole County – Bay County – Levy County – Sumter County – Escambia County – Gadsden County – Levy County – Washington County – Okaloosa County – Pinellas County – Lake County – Hendry County – Palm Beach County – Brevard County -Brevard County – Broward County – Miami-Dade County – Sumter County – Broward County – Miami-Dade County – Broward County – Jackson County – Putnam County – Okaloosa County – Dixie County – Citrus County – Pasco County – Broward County – Polk County – Broward County – Volusia County – Volusia County – Volusia County – Broward County – Walton County – Volusia County – Palm Beach County – Volusia County – Okaloosa County – Polk County – Pinellas County – Marion County – Polk County – Orange County Washington County – Volusia County – Orange County – Holmes County – Lake County – Collier County – Gilchrist / Levy County – Indian River County – Nassau County – Flagler County – Miami-Dade County – Broward County – Polk County – Lee County – Lee County – St. Lucie County – Okaloosa County – Columbia County – Walton County – Polk County – Lake County – Alachua County – Palm Beach County – Baker County – Miami-Dade County – Palm Beach County – Jackson County – Jackson County – Palm Beach County – Clay County – Gadsden County – Madison County – Jackson County – Gadsden County – Lake County – Santa Rosa County – Pinellas County – Palm Beach County – Polk County – Broward County – Bradford County – St. Johns County – Gadsden County – Palm Beach County – Alachua County – Miami-Dade County – Miami-Dade County – Alachua County – Palm Beach County – Polk County – Polk County – Broward County – Volusia County – Broward County – Manatee County – Miami-Dade County – Dixie County – Lake County – Palm Beach County – Brevard County – Miami-Dade County – Brevard County – Indian River County – Pinellas County – Pinellas County – Levy County – Putnam County – Citrus County – Miami-Dade County – Jackson County – Duval County – Duval County – Hamilton County – Santa Rosa County – Hamilton County – Palm Beach County – Palm Beach County – Palm Beach County – Martin County – Pinellas County – Miami-Dade County – Monroe County – Monroe County – Clay County – Osceola County – Alachua County Lake County – Polk County – Orange County – Union County – Columbia County – Palm Beach County – Polk County – Volusia County – Seminole County – Palm Beach County – Highlands County – Polk County – Palm Beach County – Polk County – Palm Beach County – Pinellas County – Broward County – Broward County – Broward County – Okaloosa County – Bradford County – Monroe County – Broward County – Madison County – Lake County – Broward County – Suwannee County – Sarasota County – Seminole County – Pasco County -Bay County – Baker County – Pinellas County – Madison County – Orange County – Brevard County – Jackson County – Palm Beach County – Palm Beach County – Monroe County – Collier County – Broward County – Jackson County – Okaloosa County – Lake County – Lafayette County – Marion County – Miami-Dade County – Brevard County – Brevard County – Brevard County – Bay County – Miami-Dade County – Miami-Dade County – Miami-Dade County -Miami-Dade County – Miami-Dade County – Alachua County – Gadsden County – Santa Rosa County – Lake County – Broward County – Jefferson County – Lake County – Glades County – Lake County – Polk County – Collier County – Duval County – Alachua County – Pasco County – Volusia County – Okaloosa County – Holmes County – Miami-Dade County – Broward County – Miami-Dade County – Miami-Dade County – Palm Beach County – Sarasota County – Pinellas County – Volusia County – Orange County – Broward County – Marion County – Martin County – Palm Beach County – Orange County – Okeechobee County – Pinellas County – Miami-Dade County – Volusia County – Clay County – Indian River County – Orange County – Volusia County – Levy County – Seminole County – Palm Beach County – Putnam County – Brevard County – Palm Beach County – Palm Beach County – Palm Beach County – Flagler County Pinellas County – Brevard County – Palm Beach County – Manatee County – Bay County – Bay County – Bay County – Broward County – Walton County – Broward County – Broward County – Clay County – Escambia County – Taylor County – Volusia County – Miami-Dade County – Pinellas County – Broward County – Hillsborough County – Polk County – Putnam County – Putnam County – Holmes County – Volusia County – Volusia County – Pasco County – Gulf County – St. Lucie County – Charlotte County – Gadsden County – Union County – Marion County – Pinellas County – Pinellas County – Palm Beach County – Brevard County – Palm Beach County – Pinellas County – Pasco County – Seminole County – Lee County – Sarasota County – Brevard County – Broward County – Indian River County – Highlands County – Pinellas County – Martin County – Okaloosa County – Jackson County – Wakulla County – Palm Beach County – Volusia County – Miami-Dade County – Palm Beach County – Pinellas County – Broward County – Bay County – St. Johns County – St. Johns Beach – Osceola County – Pasco County – St. Lucie County – Wakulla County – Pinellas County – Pinellas County – Bradford County – Martin County – Miami-Dade County – Broward County – Miami-Dade County – Miami-Dade County – Leon County – Broward County – Hillsborough County – Pinellas County – Lake County – Hillsborough County – Palm Beach County – Brevard County – Pinellas County – Gilchrist County – Lake County – Okaloosa County – Sarasota County – Washington County – Indian River County – Miami-Dade County – Alachua County – Hardee County – Washington County – Sumter County – Hernando County – Putnam County – Palm Beach County – Brevard County – Miami-Dade County – Palm Beach County – Broward County – Holmes County – Gulf County – Hamilton County – Sumter County – Levy County – Broward County – Orange County – Orange County – Polk County – Orange County – Seminole County – Union County – Levy County – Pasco CountyZolfo Springs- Hardee County

Florida City County List

Alachua

Alford

Altamonte Springs

Altha

Anna Maria

Apalachicola

Apopka

Arcadia

Archer

Astatula

Atlantic Beach

Atlantis

Auburndale

Aventura

Avon Park

Baldwin

Bal Harbour

Bartow

Bascom

Bay Harbor Islands

Bay Lake

Bell

Belleair

Belleair Beach

Belleiar Bluffs

Belleair Shore

Belle Glade

Belle Isle

Belleview

Beverly Beach

Biscayne Park

Blounstown

Boca Raton

Bonifay

Bonita Springs

Bowling Green

Boynton Beach

Bradenton

Bradenton Beach

Brandon

Branford

Briny Breezes

Bristol

Bronson

Brooker

Brooksville

Bunnell –

Bushnell

Callahan

Callaway

Campbellton

Cape Canaveral

Cape Coral

Carrabelle

Caryville

Casselberry

Cedar Grove

Cedar Key

Center Hill

Century

Chattahoochee

Chiefland

Chipley

Cinco Bayou

Clearwater

Clemont

Clewiston

Cloud Lake

Cocoa

Cocoa Beach

Coconut Creek

Coconut Grove

Coleman

Cooper City

Coral Gables

Coral Springs

Cottondale

Crescent City

Crestview

Cross City

Crystal River

Dade City

Dania Beach

Davenport

Davie

Daytona Beach

Daytona Beach Shores

DeBary

Deerfield Beach

DeFuniak Springs

DeLand

Delray Beach

Deltona

Destin

Dundee

Dunedin

Dunnellon

Eagle Lake

Eatonville

Ebro –

Edgewater

Edgewood

El Portal

Eustis

Everglades City

Fanning Springs

Fellenfere

Fernandina Beach

Flagler Beach

Florida City

Fort Lauderdale

Fort Meade

Fort Myers

Fort Myers Beach

Fort Pierce

Fort Walton Beach

Fort White

Freeport

Frostproof

Fruitland Park

Gainesville

Glen Ridge

Glen St. Mary

Golden Beach

Golf

Graceville

Grand Ridge

Greenacres

Green Cove Springs

Greensboro

Greenville

Greenwood

Gretna

Groveland

Gulf Breeze

Gulfport

Gulf Stream

Haines City

Hallandale Beach

Hampton

Hastings

Havana

Haverhill

Hawthorne

Hialeah

Hialeah Gardens

High Springs

Highland Beach

Highland Park

Hillcrest Heights

Hillsboro Beach

Holly Hill

Hollywood

Holmes Beach

Homestead

Horseshoe Beach

Howey-in-the-Hills

Hypoluxo

Indialantic

Indian Creek

Indian Harbour Beach

Indian River Shores

Indian Rocks Beach

Indian Shores

Inglis

Interlachen

Inverness

Islandia

Jacob City

Jacksonville

Jacksonville Beach

Jasper

Jay

Jennings

Juno Beach

Jupiter

Jupiter Inlet Colony

Jupiter Island

Kenneth City

Key Biscayne

Key Colony Beach

Key West

Keystone Heights

Kissimmee

La Crosse

Lady Lake –

Lake Alfred

Lake Buena Vista

Lake Butler

Lake City

Lake Clarke Shores

Lake Hamilton

Lake Helen

Lake Mary

Lake Park

Lake Placid

Lake Wales

Lake Worth

Lakeland

Lantana

Largo

Lauderdale Lakes

Lauderdale by the Sea

Lauderhill

Laurel Hill

Lawtey

Layton

Lazy Lake

Lee

Leesburg

Lighthouse Point

Live Oak

Longboat Key

Longwood

Lutz

Lynn Haven

Macclenny

Madeira Beach

Madison

Maitland

Malabar

Malone

Manalapan

Mangonia Park

Marathon

Marco Island

Margate

Marianna

Mary Esther

Mascotte

Mayo

McIntosh

Medley

Melbourne

Melbourne Beach

Melbourne Village

Mexico Beach

Miami

Miami Beach

Miami Lakes

Miami Shores Village

Miami Springs

Micanopy

Midway

Milton

Minneola

Miramar

Monticello

Montiverde

Moore Haven

Mount Dora

Mulberry

Naples

Neptune Beach

Newberry

New Port Richey

New Smyrna Beach

Niceville

Noma

North Bay Village

North Lauderdale

North Miami

North Miami Beach

North Palm Beach

North Port

North Redington Beach

Oak Hill

Oakland

Oakland Park

Ocala

Ocean Breeze Park

Ocean Ridge

Ocoee

Okeechobee

Oldsmar

Opa-Locka

Orange City

Orange Park

Orchid

Orlando

Ormond Beach

Otter Creek

Oviedo

Pahokee

Palatka

Palm Bay

Palm Beach

Palm Beach Gardens

Palm Beach Shores

Palm Coast

Palm Harbor –

Palm Shores

Palm Springs

Palmetto

Panama City

Panama City Beach

Parker

Parkland

Paxton

Pembroke Park

Pembroke Pines

Penney Farms

Pensacola

Perry

Pierson

Pinecrest

Pinellas Park

Plantation

Plant City

Polk City

Pomona Park

Pompano Beach

Ponce De Leon

Ponce Inlet

Port Orange

Port Richey

Port St. Joe

Port St. Lucie

Punta Gorda

Quincy

Raiford

Reddick

Redington Beach

Redington Shores

Riviera Beach

Rockledge

Royal Palm Beach

Safety Harbor

San Antonio

Sanford

Sanibel

Sarasota

Satellite Beach

Sea Ranch Lakes

Sebastian

Sebring

Seminole

Sewall’s Point

Shalimar

Sneads

Sopchoppy

South Bay

South Daytona

South Miami

South Palm Beach

South Pasadena

Southwest Ranches

Springfield

St. Augustine

St. Augustine Beach

St. Cloud

St. Leo

St. Lucie Village

St. Marks

St. Pete Beach

St. Petersburg

Starke

Stuart

Sunny Isles Beach

Sunrise

Surfside

Sweetwater

Tallahassee

Tamarac

Tampa

Tarpon Springs

Tavares

Temple Terrace

Tequesta

Titusville

Treasure Island

Trenton

Umatilla

Valparaiso

Venice

Vernon

Vero Beach

Virginia Gardens

Waldo

Wauchula

Wausau

Webster

Weeki Wachee

Welaka

Wellington

West Melbourne

West Miami

West Palm Beach

Weston

Westville

Wewahitchka

White Springs

Wildwood

Williston

Wilton Manors

Windemere

Winter Garden

Winter Haven

Winter Park

Winter Springs

Worthington Springs

Yankeetown

Zephyrhills

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Access doors – fire rated – for ceiling installation

Access doors – fire rated – for wall mount installation

Access doors / panels for drywall installation

Access doors / panels index page

Accessories for tankless water heaters

Accordion style mirrors (aka scissors mirrors)

Acid neutralizers (two models)

Ackralac bathroom sinks (low priced)