Template for Developing Sewer Collection System Preventive ......mobilize and respond to...
Transcript of Template for Developing Sewer Collection System Preventive ......mobilize and respond to...
Coplay-Whitehall Sewer Authority
Sewer Collection System Maintenance, Operations,
and Management Plan
and
Inflow/Infiltration Source Reduction Plan
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Coplay-Whitehall Sewer Authority
Sewer System Maintenance, Operations and Management Plan
and
Inflow/Infiltration Source Reduction program
July 2018
1. COLLECTION SYSTEM MANAGEMENT 1
a. Goals ....................................................................................................................................1
b. Organization .........................................................................................................................2
c. Training ................................................................................................................................4
d. Customer Service .................................................................................................................5
e. Information Management and Geographic Information Systems ........................................6
f. Legal Authorities and Controls ............................................................................................8
2. GENERAL INFORMATION ABOUT THE COPLAY-WHITEHALL SEWER
AUTHORITY SANITARY SEWER SYSTEM 9
a. Wastewater Treatment and Collection System Description ................................................9
b. Collection System Details ..................................................................................................10
c. Age Distribution of Collection System ..............................................................................11
d. Length of Pipe by Diameter (Mains) .................................................................................11
e. Sanitary Sewer Overflow History ......................................................................................11
f. System Map .......................................................................................................................12
3. CLEANING, INSPECTION AND ASSESSMENT PROGRAM 13
a. Cleaning .............................................................................................................................14
b. Pipe and Manhole Inspection .............................................................................................14
c. Assessment .........................................................................................................................15
d. Staffing and Equipment .....................................................................................................16
4. GRAVITY LINE PREVENTIVE MAINTENANCE 17
a. Fats, Oils and Grease (FOG) ..............................................................................................17
b. Root Control.......................................................................................................................17
c. Service Laterals ..................................................................................................................17
d. Grease Control Program ....................................................................................................17
e. Television Inspection .........................................................................................................18
5. EASEMENTS AND PAVING: MAINTENANCE AND ACCESS 19
a. Maintenance of Right of Way and Easements ...................................................................19
b. Street Paving Coordination ................................................................................................19
6. PUMP STATION/FORCE MAIN MAINTENANCE 20
a. Mechanical and Electrical Maintenance ............................................................................20
b. Force Main Maintenance ...................................................................................................23
c. Private Pump Stations ........................................................................................................23
d. Corrosion control ...............................................................................................................23
7. GENERAL EQUIPMENT AND TOOL SUMMARY 24
a. Essential Day-to-Day Items ...............................................................................................24
b. Spare Equipment and Tools ...............................................................................................24
8. CAPACITY MANAGEMENT 25
a. Sewer Capacity Certification/ Connection Policy .............................................................25
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9. RESOURCES AND BUDGET 26
a. Budget Process ...................................................................................................................26
b. Rate Review .......................................................................................................................26
c. Operating and Maintenance Expense.................................................................................26
d. Capital Improvement Program Overview ..........................................................................26
10. SEWER SYSTEM PREVENTIVE MAINTENANCE PLAN UPDATES 28
a. Plan Update Process ...........................................................................................................28
b. Monitoring, Measurement, and Program Modifications for Infiltration and Inflow
Source Reduction ...............................................................................................................28
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1. COLLECTION SYSTEM MANAGEMENT
a. Goals
Coplay-Whitehall Sewer Authority’s (CWSA) Maintenance, Operations, and Management
(MOM) Plan covers the assets we manage in our wastewater collection system. The MOM
combines preventive, predictive and corrective maintenance strategies with our best management
practices, and combined with our Source Water Reduction Plan, the Authority can effectively
manage its wastewater collection system and achieve the following goals:
Goals
• Prevent public health hazards
• Protect the environment
• Comply with regulations
• Minimize the frequency of SSOs
• Mitigate the impact of SSOs
• Minimize disruptions in service
• Minimize complaints
• Provide quick response to any disruption in service that occurs
• Protect Coplay Whitehall Sewer Authority’s large investment in the sewer collection
system by maintaining maximum capacity and extending the useful life of the associated
assets
• Prevent unnecessary damage to public/private property
• Efficiently use the funds available for the maintenance of the infrastructure and the
operation of services
• Reduce expenditures for emergency maintenance
• Convey wastewater to the City of Allentown Waste Water Treatment facility with a
minimum of infiltration, inflow and exfiltration
• Provide adequate capacity to convey peak flow
• Provide immediate, responsive, and efficient service to all emergency calls
• Provide a safe work environment for employees, employers, and residents in Whitehall
Township and the Borough of Coplay
• Perform all operations in a safe manner to prevent personal injury
• Utilize evolving technology to increase our effectiveness and efficiency
• Provide reliable service now and into the future
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b. Organization
Coplay-Whitehall Sewer Authority is responsible for the operation and maintenance of all
aspects of the wastewater collection system. Contractors are used for some maintenance
activities and emergency support when needed. Figure 1 shows the organizational structure of
the CWSA.
The Authority has 7 full time employees assigned to the operation of the sewer system and
operates under the following organizational structure:
Board of the Coplay-Whitehall Sewer Authority – Establishes policy, approves budgets,
approves and pays invoices.
Figure 1 - Coplay-Whitehall Sewer Authority
Organization Chart
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Authority Manager – Plans strategy, leads staff and delegates responsibility, allocates resources,
authorizes outside contractors to perform services, and serves as the liaison to the member
municipalities. Also represents the Authority to other public agencies and utility companies.
Operations Manager – Responsible for the daily operation and management of the sewer system
and leadership of staff. Prepares and implements contingency plans, leads emergency response,
investigates and reports SSOs, and trains field crews. Engages outside contractors to perform
services. Provides input for the operations and maintenance budget.
Business Manager – Responsible to lead the administrative staff and oversee the payment of
invoices approved by the Authority Board. Manages customer invoices and payments and
prepares budgets reports and account reconciliations.
Consulting Engineer – Provides assistance to the Authority Manager and staff in operating and
maintaining the sewer system. Prepares wastewater collection system planning and construction
documents, provides input for the capital improvement delivery system, documents new and
rehabilitated assets, and coordinates development and implementation of MOM Plan. The
Engineer is required to have a Professional Engineer’s License.
Field Foreman – responsible for the direct oversight and planning of work performed by the
Utility Staff. Advises the Operations Manager of system conditions that require maintenance
and repair.
System Maintenance Staff – Conduct staff operations and preventive maintenance activities,
mobilize and respond to notification of stoppages and SSOs (e.g., mobilize sewer cleaning
equipment, by-pass pumping equipment, and portable generators).
Administrative Staff – Support staff operations and preventive maintenance activities, assist with
data entry and quality control, handle billing, dispatch, payroll, customer response, outreach,
education, and other support functions as needed.
Relation to Other Municipal Functions
Many activities of the Coplay-Whitehall Sewer Authority sewer collection system are supported
by the following departments within the Authority:
• Collection system mapping is maintained on a GIS platform by the Authority Manager.
The Manager is responsible for maintaining and updating the GIS existing sewer
infrastructure mapping system.
• Resources and budget are overseen by the Authority’s finance committee.
• Training for collection system staff is provided through training partners approved by the
PA Department of Environmental Protection.
• Design and Construction Standards for installation, rehabilitation and repair are overseen
and reviewed by the Authority Manager with input from the Operations Manager and the
consulting engineer.
• Standards for inspection and testing are developed by the Authority with input from the
consulting engineer.
• Requirements for grease interceptors/separators are enforced by Whitehall Township
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c. Training
CWSA’s training program provides a mechanism for educating employees and establishing their
technical competence through the USEPA, EPWPCOA, PA-AWWA, PA DEP, and NASSCO
certification programs. CWSA utilizes a combination of in-house skill training and the purchase
of specialized training through state and national associations, conferences and vendor training
programs to enhance skills for performing daily work duties and provide certified operators
continuing education hours. Skills training for CWSA’s employees includes, but is not limited
to:
• Routine Line Maintenance
• Heavy Equipment Operation
• Maintenance Equipment Operation
• Line Testing and Inspection
• Infrastructure Installation
• Meter Station Operation and Maintenance
• Electrical and Instrumentation
• Emergency Response
• Public Relations
• Safety
Safety training is obtained from training agencies including EPWPCOA, PA-AWWA, PA DEP,
and PA Rural Water Association. Coplay-Whitehall Sewer Authority expects employee
adherence to the following safety policies and procedures.
• Confined Space Entry
• Hard Hat Policy
• Vehicle Operation and Seat Belt Policy
• Respiratory Protection Program
• Excavation Safety Policy and Program
• Injury Reporting Policy
• Post-Accident Drug and Alcohol Testing Policy
• Safety Teams and Committee Policy
• Personal Protective Equipment (provided for the employee)
• First Aid, CPR and AED (First aid supplies are available in office areas and vehicles)
• Flaggers
• Hazard Communication Program (Safety Data Sheets)
• Monthly Safety Meetings
• Defensive Driving Program (employees who are required to maintain a commercial
driver’s license must complete a four (4) hour defensive driving course)
• CDL Random Drug and Alcohol Testing Policy
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Training records are maintained for each employee. The Authority maintains appropriate safety
equipment including: protective clothing, safety glasses, hard hats, gloves, respirators, filters,
harnesses, tripods, hoists, and fire extinguishers. The CWSA also maintains and calibrates
atmospheric testing equipment. Lights, barricades, signage and exhaust fans are also available.
d. Customer Service
1. Complaint Management Program
Complaints and requests are received by various means (e.g., phone calls, e-mail, and
occasionally in person). Regardless of the nature or means of receipt, all complaints and requests
are logged. Entries include the following detailed information about the complaint/request:
• Receiver of complaint / dispatcher
• Time and date of request
• Form number (Work Order)
• Complainant information (Name, address, call back phone number)
• Location of the problem
• Type of complaint (Codes, e.g. home back up, odor, manhole overflow, etc.)
• Specific request
• Personnel assigned to complaint
• Findings type, including cause of problem
• Complaint closeout information
• Date complaint closed
Once a complaint is assigned, our field personnel perform an investigation. If the problem
cannot be immediately resolved, the Authority will generate a work order to take appropriate
action for permanent correction of the problem. If Coplay-Whitehall Sewer Authority is not
responsible for correcting the problem, it will provide the complainant with guidance on a
recommended course of action. Once an investigation has been completed the complaint is
closed-out.
2. Public Information and Education Program
Coplay-Whitehall Sewer Authority uses a variety of outlets for providing information and
education to customers. The outlet(s) used to disseminate information is often based on the type
of information and the targeted audience. Coplay-Whitehall Sewer Authority routinely uses the
outlets listed below to provide its citizens with the most up-to-date information possible:
• Authority Website
• Local Media (TV and Newspaper)
• Coplay-Whitehall Sewer Authority Meeting Agenda
• Personal Visits / Phone Calls
• Door Hangers
• Sign Postings
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• Customer Mailings
Coplay-Whitehall Sewer Authority has had good community relations regarding issues with the
operation and maintenance of the collection system. Types of information and education
provided to our customers are as follows:
Information and Education Programs
Sewer System Evaluation Survey Work
Major Repairs and Rehabilitation
New Construction
Complaint Procedures
Customer Emergency Response
Service Connection Requirements
Wastewater Collection
Clear Water Home Inspections
e. Information Management and Geographic Information Systems
Coplay-Whitehall Sewer Authority uses ARC GIS to manage information on its collection
system. The following Table shows the information that is included in the GIS of the collection
system.
Table 1 Collection System Map Information included in CWSA’s GIS System
Manholes Basic Map Information
- ID number or other unique identifier
- Location, with reference to streets and property
lines
- GPS coordinates
- Size
Manholes Additional Map Information
- Date built
- Rim elevation
- Invert elevation
- Material Type
Pipe Basic Map Information
- ID number or other unique identifier
- Location, with reference to streets, surface waters,
property lines and manholes
- Size
- Direction of flow
- Length
- Material type
Pipes Additional Map Information
- Slope
- Pipe invert elevations
- Plan or as-built ID number
- Service laterals
Meter Stations Basic Map Information
- ID number
- Location
- Service Area
Pump Stations Additional Map
Information
- Record drawings of each meter station
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General System information is managed in various software programs and includes:
General
• Parts inventory
• Equipment and tools
• Purchase orders
• Revenue
Collection System
• Continuous Sewer System Assessment
• Collection system mapping
• Collection system inventory
• Flow monitoring
• SSO/Emergency response
Personnel
• Department staff
• Safety incidents
• Training
• Job performance
Maintenance Program
• Routine and Priority Planned maintenance (cleaning, etc.)
• Inspection scheduling and tracking
o Manhole
o Pipeline (Closed Circuit Television (CCTV), camera)
o Sewer main root cutting
o Sewer main chemical root treatment (vaporooter)
o Sewer main grease control
• Meter Station
• Work Orders
• Monitoring/Sampling scheduling for suspected excessive strength wastewater customers
• Vehicle maintenance
• Easement Maintenance
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Customer service program
• Complaints
• Customer service response
• Billing information
f. Legal Authorities and Controls
1. Sewer Rules and Regulations
Coplay-Whitehall Sewer Authority has established and implemented regulations regarding the
use of the wastewater collection system. The Authority has a comprehensive set of Rules and
Regulations, adopted by resolution, and complimentary to the standards required by the City of
Allentown’s wastewater treatment plant. As regulations and requirements have changed, the
Authority has passed additional resolutions to address those issues. The Rules and Regulations
are kept up-to-date and are available electronically at the Authority’s website.
The items addressed through the Rules and Regulations include: sewer use and standards, access
to pipelines and structures, service connections, user rates, permitting of flows into the system,
inflow/infiltration control, enforcement of proper design, installation, and testing standards, and
inspection requirements for new and rehabilitated sewers. The Finance Committee, the Authority
Manager, and the Authority Board review the adequacy of user rates annually.
2. Joint Sewer System Agreement
The CWSA has entered into Inter-Municipal Agreements with neighboring South Whitehall
Township (SWT) and North Whitehall Township (NWT), which provide for the connection to
CWSA’s system for conveyance of effluent originating from sections of each of these Townships
through the CWSA system for treatment at the KIWWTP. SWT and NWT each have (2)
connections to the CWSA System. SWT connects to the CWSA system at SWT’s Jonathan and
Quail Metering Stations and then utilize CWSA’s Jordan Creek Interceptor. NWT connects to
the CWSA System at the Quarry and Omrod Metering Stations and then discharge to CWSA’s
Coplay Creek Interceptor
Coplay-Whitehall Sewer Authority has had an agreement with the City of Allentown for
treatment of its wastewater since the 1960’s. The latest agreement is dated 1981. Coplay-
Whitehall Sewer Authority has purchased capacity rights for 3.76 million gallons per day of
wastewater treatment.
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2. GENERAL INFORMATION ABOUT THE Coplay-Whitehall Sewer Authority
SANITARY SEWER SYSTEM
a. Wastewater Treatment and Collection System Description
The Coplay Whitehall Sewer Authority (CWSA) is a Pennsylvania Municipal Authority created
in 1963 by Whitehall Township and the Borough of Coplay under the Pennsylvania Municipal
Authorities Act of 1945, as amended. The sole purpose for the CWSA’s creation is to provide
public sanitary sewer service to the customers (currently 13,850) located within the Whitehall
Township / Coplay Borough service area. The CWSA’s system is a collection and conveyance
system which by Inter-municipal Agreements connects to the City of Allentown’s conveyance
system for treatment of its effluent at the Kline’s Island Wastewater Treatment Plant
(KIWWTP). The Authority is governed by a 7 member Board, 4 members appointed by
Whitehall Township and 3 members appointed by Coplay Borough.
The CWSA’s original system was
constructed during 1965 and 1966
and for the most part consisted of
8” diameter vitrified clay (VCP)
collection mains and reinforced
concrete pipe (RCP) interceptors.
Since completion of the original
system in 1966 there have been
system additions constructed by
the CWSA through Act 537 Plans,
and main extensions by
Developers, which were then
turned over to the CWSA for
future maintenance and repair as
required. CWSA’s system
currently includes 3,311
manholes, 1 pumping station, and
124.80 miles of pipe ranging in
size from 6” to 36” in diameter.
Sewer pipe type includes vitrified
clay, reinforced concrete,
polyvinyl chloride (schedule 40,
SDR 35 and SDR 26, cast iron,
ductile iron and reinforced
concrete cylinder pipe.
In addition to the typical 8” VCP
and 8” PVC collector mains, the
CWSA’s system includes the
following key conveyance
components:
• Jordan Creek Interceptor &
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Metering Station
• Coplay Creek Interceptor
• Lehigh River Interceptor & Metering Station consisting of different sections as follows
o Lehigh River Relief Interceptor
o Lehigh River Interceptor
o Upper Lehigh River Interceptor
• Eberhart Pump Station & Force Main
The CWSA has entered into Inter-Municipal Agreements with neighboring South Whitehall
Township (SWT) and North Whitehall Township (NWT), which provide for the connection to
CWSA’s system for conveyance of effluent originating from sections of each of these Townships
through the CWSA system for treatment at the KIWWTP. SWT and NWT each have (2)
connections to the CWSA System. SWT connects to CWSA at the SWT’s Jonathan and Quail
Metering Stations and then utilize CWSA’s Jordan Creek Interceptor. NWT connects to the
CWSA System at the Quarry and Omrod Metering Stations and then discharge to CWSA’s
Coplay Creek Interceptor.
The Eberhart Pump Station is located midway along the Lehigh River Interceptor. The Coplay
Creek Interceptor and Upper Lehigh River Interceptor flows are tributary to the Eberhart Pump
Station; these flows are then pumped and discharged to the Lehigh River and Lehigh River
Relief Interceptor and connect to the COA’s Lehigh River Trunk line and ultimately to the
KIWWTP. The second CWSA connection to the COA is through the CWSA’s Jordan Creek
Interceptor to the COA’s Jordan Creek Trunkline and then to the KIWWTP. The CWSA does
not utilize any section of the Western Lehigh Interceptor or any other facilities owned by others
that service the western portion of Lehigh County.
b. Collection System Details
• Service Area: 25 Square miles
• Customers Served in primary community: 13,850
• System Inventory owned by Coplay-Whitehall Sewer Authority, below:
Miles of gravity
sewer
Miles of
force main
Number of
pump stations
Number of
siphons
Public Private
124.8 0.5 1 0 0
• Wastewater Flow Characteristics in MGD
Annual Average
Daily System Flow
Average Daily Dry
Weather Flow
Peak Wet
Weather Flow
Treatment Plant Allocation
(MGD)
2.0 MGD 1.8 MGD 3.2 MGD Average: 3.76
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c. Age Distribution of Collection System
Coplay-Whitehall Sewer Authority conducts an ongoing program to assess the structural
condition and maintenance needs of the collection system as a part of our Cleaning, CCTV
Inspection and Assessment program (NASSCO) and our capital planning. The oldest portions of
the system date to the 1960’s.
d. Length of Pipe by Diameter (Mains)
Pipe
Diameter
(inches)
Pipe Length
(Feet)
Pipe Length
(Miles)
6 345 0.065
8 551,105 104.376
10 18,610 3.525
12 7,925 1.501
15 3,113 0.590
16 4,938 0.935
18 31,974 6.056
20 4,388 0.831
24 8,695 1.647
27 9,415 1.783
30 14,353 2.718
36 4,082 0.773
Total 658,943 124.800
e. Sanitary Sewer Overflow History
The Authority has not experienced any sanitary sewer overflows (SSOs) caused by lack of pipe
capacity in the last 5 years. The following table describes the overflow dates, locations,
quantities and causes of any such SSOs.
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Table 2: Sanitary Sewer Overflow History - NONE
SSO date Location Volume
released
Cause of release
To assure sewer capacity the Authority has developed programs to address capacity,
inflow/infiltration, and the condition of our collection system.
f. System Map
A current version of the Authority’s sewage collection system map is attached to this plan. The
map is updated on an as-needed basis to reflect revisions, additions and upgrades to the sewage
collection system.
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3. CLEANING, INSPECTION AND ASSESSMENT PROGRAM
The Coplay-Whitehall Sewer Authority has consistently used a preventive maintenance plan
(PMP) since the1980’s. This includes a Cleaning, Inspection, and Assessment program to
determine the maintenance needs and structural condition of the entire collection system. The
goal of this program is to completely televise the entire system within a 5 to 6 year period. Once
the entire system has been televised, we then start from the beginning and re-inspect the system
in a round robin 5-6 year cycle.
The Authority’s cleaning, inspection and assessment program focuses on the known problem
areas. The entire collection system is broken down into sub-basins that align with the original
construction contracts for each portion of the system. All data is recorded by drainage basin. The
results from the cleaning, inspection and assessment program are used to categorize the cleaning
frequency and the repair or replacement needs for each component. Critical infrastructure
components will also be identified and assessed. Previous knowledge of the condition of the
sewer system has also been used to establish more frequent cleaning schedules for identified
problem areas.
The cleaning, inspection and assessment efforts are performed by the Authority staff. All data is
entered into the GIS system.
As previously mentioned, all work is performed on a drainage area basis, with the goal of
completing the cleaning and inspection of approximately 15 to 20% of the entire collection
system each year, such that 100% of the system is televised after a 5 to 6 year period. The
drainage basins are each metered and labeled for the purpose of recording the data. All sub-
basins are eventually tied to either of the Authority’s two major drainage basins:
• Jordan Creek Interceptor Basin
• Lehigh River Interceptor Basin
The cleaning, inspection and assessment program includes: sewer cleaning, CCTV inspection of
piping, visual inspection and classification of the manhole structures and their flow channels, and
an evaluation of the condition of the pipes and manholes. Results from the assessment program
are used to categorize the cleaning and inspection frequencies for both the sub-areas and problem
pipe-sections.
The cleaning and CCTV schedules are closely coordinated. As the Authority’s goal is to have a
complete cleaning, inspection and system assessment every 5 years, approximately 20 percent of
the system is reviewed by CCTV each year. Approximately 20 percent of the system is cleaned
annually: the cleaning performed each year includes the priority cleaning plus the remaining
parts of the collection system, factoring in the intermediate and long term interval cleaning
schedules. All of the system cleaning is for gravity lines.
Information from cleaning and inspections (see Inspection section, below), including any
findings, is entered into an EXCEL database, and incorporated into the maintenance software for
scheduled maintenance and capital improvement. This information is also used to update this
long term Preventive Maintenance Plan (PMP). Televised and cleaned lines are also recorded in
the GIS system.
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a. Cleaning
Our primary sewer maintenance activity is sewer line cleaning.
The cleaning of sewer lines, manholes and other appurtenances is categorized as: priority (annual
or more frequent cleaning); intermediate (2-5 year interval); or long term (6 or more year
interval).
Areas of the system with higher concentrations of restaurants are typically targeted for priority
cleanings. Other priority areas include known structural defect areas, such as sagged lines or
lines with minimal slope.
All cleaning records are kept in a spreadsheet that tracks the following:
• date, time and location of cleaning activity;
• specific lines cleaned;
• equipment used;
• identity of cleaning crew;
• number of passes needed to clean the line;
• presence of root, grease, or debris; and
• problems identified or other follow up actions necessary.
Each line segment cleaned is identified by an upstream and downstream manhole number. A log
is submitted for each day of work completed. Support from outside contractors is also
occasionally used for cleaning and repairs, and for emergencies during non-business hours.
Manhole deficiencies are also noted in cleaning logs. Information about manholes requiring
attention is provided to the Operations Manager and either a repair work order is issued or it is
added to the capital repair schedule.
b. Pipe and Manhole Inspection
Planned manhole and pipe inspections are coordinated with the cleaning program and generally
follow the cleaning schedule. Coplay-Whitehall Sewer Authority uses television inspections to
document:
• the structural condition of the pipe
• root intrusion
• grease
• protruding taps
• evidence of inflow and infiltration (I/I) or surcharging
• manhole pave-overs, and
• other deficiencies that factor into condition assessment
Planned video inspections are generally scheduled to follow the planned cleaning schedule.
However, in the event of a blockage, a video inspection assesses the cause of the blockage.
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All newly constructed sewer lines are required to be cleaned and CCTV inspected by the
contractor or developer to verify as-built drawings and ensure the line has no construction
defects. Additionally, all new pipes and manholes are required to be pressure tested to ensure
tightness and prevent release of sewer odors and future infiltration of storm water. This
inspection and testing process must be completed before the Authority will accept the
infrastructure from the developer.
Manhole inspections help keep the asset inventory up to date and are used not only to update
collection system maps, but to determine structural condition. During manhole inspections, field
crews take a complete inventory of each manhole including construction materials, ring size,
depth to invert, flow conditions and evidence of problems.
Manhole inspection results are reviewed for condition rating. Those needing repair are placed on
a priority schedule, and routine repairs are coordinated with re-paving work when possible.
When repairs are recommended, as described below, work orders are created..
Authority staff are responsible for completing minor structural repairs to manholes when needed.
Repairs include invert work, frame and cover grade adjustment, and frame and cover
replacement. More comprehensive repairs, such as complete relining of the manhole structure,
are performed by outside contractors.
c. Assessment
Pipe condition information is used to determine short and long term maintenance strategies
including increased cleaning, root treatment, sewer line repair, or replacement. The condition
assessment is used to establish cleaning frequency and inform the Authority’s capital planning.
As more condition assessment information becomes available, the priority of capital projects
may change. Sewer line repair or replacement projects are also coordinated with re-paving
schedules.
All Authority staff are NASSCO certified to perform CCTV inspections and provide a condition
rating assessment.
Condition assessments document the following details and deficiencies:
1. Characteristics including pipe diameter, and age and type of material
2. Dips in line
3. Grease build-up
4. Root intrusion
5. Sediment accumulation and encrustation
6. Structural condition, including cracks, corrosion and erosion
7. Joint alignment and movement
8. Reverse slope
9. Obstructions
10. Deformations in line
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Condition
Rating
Condition Description Maintenance Required
0 New Normal
1 Excellent Condition Normal
2 Minor Defects Only Minor
3 Backlog Maintenance Significant
4 Requires Major Renewal Renew
5 Almost Unserviceable Replace
d. Staffing and Equipment
Coplay-Whitehall Sewer Authority has multiple staff trained for cleaning, inspection and
assessment of sanitary sewers, and they are deployed in two-person crews for year-round
cleaning and inspection activities. Inspection work is coordinated with appropriate Municipal
officials if traffic control will be needed.
Crews are assigned a specific area of the collection system with an associated map and are
responsible for cleaning all lines (or, in the case of preliminary evaluation, determining if
cleaning is needed) within the assigned area within the specified time frame. Crews receive
training on use of equipment and how to address problems that might be encountered while
cleaning the collection system (roots, fats, oils and grease, and protruding laterals), including
when to call in outside contract services.
Crews report back on a daily basis on progress and problems including any inconsistencies
between the map and the actual sewer lines which are noted and submitted with their log for
entry into the database and correction of mapping or location errors. As the crews perform
cleaning and evaluation, the long term cleaning schedule for the entire sub-area is reviewed to
determine if any lines designated for long term cleaning need to be cleaned before the crew
moves to a new area.
Cleaning crews perform manhole inspections during cleaning and approximately 15% of
manholes are inspected in the average year.
The following equipment is available for cleaning:
• High pressure jet nozzle for light cleaning
• High pressure jet nozzle for heavy cleaning
• Root saw
• Degreaser
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4. GRAVITY LINE PREVENTIVE MAINTENANCE
a. Fats, Oils and Grease (FOG)
The discharge of fats, oils and grease (FOG) is regulated through our High Strength Waste
program. The High Strength Waste Ordinance sets specific limits on the strength of sewage that
can be discharged to the collection system, and establishes penalties for those customers that are
out of compliance with the requirements.
The Authority works in concert with a testing consultant to collect wastewater samples from
commercial and industrial customers. Protocols have been established for following up with
customers that exceed the discharge limits. In the case of FOG, establishments that serve food
are required to comply with International Plumbing Code requirements for the use of grease traps
or grease interceptors to prevent grease from entering the collection system.
b. Root Control
Coplay-Whitehall Sewer Authority currently uses mechanical root removal for sewer lines with
chronic root problems. Root saw attachments are standard equipment on cleaning trucks. When a
crew encounters roots during routine cleaning, a hydraulic saw is attached to the jetter and used
to cut and remove the roots. The severity of the problem is recorded on the daily log, and if
necessary, the pipe section is placed on the list for priority cleaning. Root control is also a major
part of easement maintenance.
c. Service Laterals
The Authority maintains service laterals from the property line to the sewer main (portions in the
public right-of-way); the service lateral from the building to the property line is the owner’s
responsibility. The Authority will repair laterals that are located in the public right-of-way when
responding to service complaints. If a complaint is received and the field crew determines that
the problem is limited to the section of the lateral between the property line and the main, the
“lower” lateral will be rodded out if needed (at no cost to the customer) if a cleanout is available
at the property line. The Authority also televises this portion of the lateral if needed.
If service lateral problems are found to be the result of blockage or a collapse in the portion of
the lateral under the property owner’s responsibility, the property owner is responsible for the
repair.
d. Grease Control Program
The CWSA has implemented a grease control program to address areas of the system that are
subject to grease accumulations. Known areas are targeted for more frequent cleaning and
include pipe sags and pipes with flat slopes.
Coplay Whitehall Sewer Authority July 2018
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e. Television Inspection
Television inspection is the backbone of the PMP to identify system defects and anomalies.
Coplay-Whitehall Sewer Authority uses television inspections to document:
• the structural condition of the pipe
• root intrusion
• grease
• protruding taps
• evidence of inflow and infiltration (I/I) or surcharging
• manhole pave-overs, and
• other deficiencies that factor into condition assessment
Planned video inspections are generally scheduled to follow the planned cleaning schedule.
However, in the event of a blockage, a video inspection assesses the cause of the blockage.
Coplay Whitehall Sewer Authority July 2018
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5. EASEMENTS and PAVING: MAINTENANCE AND ACCESS
a. Maintenance of Right of Way and Easements
Easements are important to operate and maintain the collection system. The Authority’s goal is
that all easements remain clear of any fences, buildings, gardens, trees, shrubs and extensive
landscaping, to allow equipment access for maintenance of the collection system. The Authority
is not liable to repair or replace any such items that are removed in the process of completing
repairs or maintenance on the collection system. Crews are, however, instructed to work with the
property owner whenever possible.
Maintenance of easements is accomplished in various ways. Easements on privately-owned
parcels are often maintained by the owner. The Authority patrols all of its easements at least
annually to ensure that they are clear and accessible. Additionally, the Authority utilizes its farm
tractor with PTO and Brush Hog Rotary Cutter to cut all cross-country easements five to six
times per year to maintain access.
b. Street Paving Coordination
The Authority works closely with Whitehall Township, the Borough of Coplay, and the PA
Department of Transportation to be fully aware of street reconstruction schedules that could be
affected by sanitary sewer repair projects. If the Authority determines that a sewer line or
manhole must be repaired, it will contact the appropriate regulatory agency to obtain a street
opening permit and pay the appropriate fees. If extensive sewer main construction is required
(that is not an emergency), the Authority will include the project in its long-term capital program
so that engineering and planning for the project can be performed.
As sewer lines are inspected and assessed under the Cleaning, Inspection and Assessment
program, repairs are scheduled in conjunction with street repaving schedule whenever possible.
Sometimes work is performed on a priority basis so that repairs are completed on the highest
priority street, working in coordination with the paving schedule of the host municipality.
Coplay Whitehall Sewer Authority July 2018
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6. PUMP STATION/FORCE MAIN MAINTENANCE
CWSA owns and operates one wastewater pumping station – the Eberhart Road Pumping
Station. The collection system also includes a few residential grinder pumps that service homes
in various locations throughout the CWSA service area. These grinder pumps are owned by the
customer and are not the responsibility of the CWSA for operation and maintenance. The pump
station owned and operated by CWSA are routinely checked by trained personnel.
The performance of the CWSA pump station is monitored through daily inspections. During
these inspections, a utility technician reviews pump run hours, totalized flow, wet well levels and
alarms. The back-up generator is exercised weekly. On an annual schedule, or more frequently if
needed, a contractor calibrates the flow meter, cleans the wet well, removes grease build up, and
calibrates the floats, and performs other maintenance functions as needed.
Inspection, maintenance and repairs are recorded in log sheets. If a problem or maintenance issue
is encountered, personnel must also report it directly to the Operations Manager for resolution.
Repairs are a higher priority than routine maintenance.
CWSA has a remote alarm system for the pumping station. It remotely monitors pump station
operations, and sends alarms to the on-call staff and Managers in the event of a malfunction or
emergency. The following information can be monitored:
• Number of pumps in operation
• Status of pumps (including operational alarms)
• Power status (including power failure alarms)
• Personnel status (entry / exit alarms)
Manufacturer’s Operation and Maintenance (O&M) manuals for equipment are located in the
offices of the Authority.
Pump rebuilding, motor rewinds, and HVAC repairs for the pump stations are contracted to
outside vendors. Repairs to motor control centers, flow meters, remote monitoring equipment,
valves, and macerators are typically repaired by authorized manufacturer vendors or outside
contractors. In general, any replacement parts that are difficult to acquire are kept in stock on
site. Other parts are obtained from local vendors or the manufacturer’s service center (See Spare
Parts Inventory).
The Authority maintains one spare pump motor and one complete comminutor unit on site at the
pumping station.
Whether repairs are made by local vendors or by Authority staff, all repairs are recorded and
tracked.
a. Mechanical and Electrical Maintenance
The size of the pump station and its related equipment determine its specific mechanical and
electrical maintenance needs. The Operations Manager is responsible for planning the routine
maintenance of each pump located within the pump station. The Operations Manager uses
manufacturers’ Operation and Maintenance manuals to establish action items for pump station
Coplay Whitehall Sewer Authority July 2018
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equipment. A general description of weekly and bi-annual maintenance performed on pump
stations is listed as follows:
Mechanical Maintenance/Inspections Electrical Maintenance/Inspections
Daily
Review pump run hours
Review totalized flow
Check wet well levels, check for debris, turbulence
or unusual noise
Check alarms
Ensure that all switches, controls and valves are in
the correct position
Pick up litter, general housekeeping
Record findings in log book
Ensure all breakers are on
Ensure that all switches and controls are in
the correct position
Weekly
Log pump hours
Check hydraulic levels
Operate each pump
Check drive belt
Check bearings and packing
Check for pump vibrations, unusual noise, and
excessive heat
Check pump and pump base connections
Check chart recorder for routine pump performance
Check valve operations and signs of leakage
Lube and grease equipment (as required by
manufacturer)
Check, clean and maintain property
Exercise Generator (done automatically)
Check chart recorder
Check Motor Control Centers (MCC)
Check level controllers
Check electrical service feed
Check remote monitoring equipment
Check indicator and alarm lamps
Check general electrical items (lighting, etc.)
Check and release intrusion alarm
Monthly
Check backup generator
Exercise under load
Coplay Whitehall Sewer Authority July 2018
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Semi-Annual
Replace hydraulic fluids and oils (as required by
manufacturer)
Inspect pumps (oil levels, seals, packing, bearings,
etc.)
Replace packing
Inspect pump impellers and clearances
Inspect discharge piping
Check outflow pressure
Calibrate gauges (including pressure gauges used in
monitoring)
Check for corrosion problems
Exercise check valves
Check air release valves
Check floats/bubbler system (clean and/or replace)
Inspect building and grounds
Check operation of building heat and fans
Inspect HVAC equipment
Check building security
Inspect internal Motor Control Center com-
ponents
Check insulation resistance
Inspect & grease electrical contacts
Inspect electrical pump cables
Inspect electrical breakers
Perform amperage readings on equipment
Check MCC for proper operations
Check Generator:
oil level
water level
inspect hoses and belts
check piping for leaks
check battery condition
Annual
Pump the wet wells
Remove grease build up
Service and calibrate all instrumentation:
flow meters, level sensors, alarms, elapsed time
meters and telemetry equipment
Capacity and discharge head in the pump stations are reviewed annually, following confirmation
that the pumps are in good working order. Changes in capacity and discharge head are evaluated
to determine whether cleaning of the force main is warranted.
All mechanical and electrical maintenance activities are recorded on a log sheet at the station.
Any problems or maintenance issues noted by crews are reported to the Operations Manager for
resolution.
Coplay Whitehall Sewer Authority July 2018
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b. Force Main Maintenance
CWSA currently has three (3) force mains in the collection system – one force main for each of
the three (3) pumps in the Eberhart pump station. The three force mains are each approximately
1,500 feet long and were designed and constructed with a uniform positive slope to the junction
box discharge point, and therefore air release valves were not warranted.
The pressure on the discharge side of the pump is used to determine the need for force main
cleaning. If the backpressure is more than 25% greater than the expected total operating head,
the discharge pipe will be cleaned. Pressure gauges are inspected during routine maintenance
inspections.
c. Private Pump Stations
The CWSA has no responsibility for any privately owned pumping stations, whether they are
commercial or residential.
d. Corrosion control
The dissolved oxygen content of the wastewater is often depleted in the wetwell of the pumping
station. This wastewater passing through the force main not only lacks oxygen, but often
contains sulfides. These sulfides can lead to corrosion. Frequent turn-over of the wet well at the
Eberhart Road pumping station prevents the formation of H2S in the force main.
Coplay Whitehall Sewer Authority July 2018
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7. GENERAL EQUIPMENT AND TOOL SUMMARY
a. Essential Day-to-Day Items
The Authority provides operations and maintenance crews with the essential work related items
they use on a day-to-day routine basis. Should new or replacement equipment or tools be
needed, the Field Foreman is authorized to obtain replacements as needed. For non-stocked
items, the Operations Manager will request a purchase order for the needed item(s). The Field
Foreman will then procure the requested items through the local vendor in an “in-stock” format.
b. Spare Equipment and Tools
The Authority maintains a reasonable supply of spare equipment and tools for personnel.
A generalized inventory of the equipment and tools used by the Authority to maintain the
wastewater collection system is provided. A list of supplies and essential spare parts necessary to
be kept on site for normal and emergency use is included. Specialized attachments are often
used with these tools to perform specialized maintenance tasks.
Description Use
Typical
Useful
Life, yrs
Farm Tractor
Flushing Truck (Jetter)
Service Trucks
Service Truck (Stand-by)
Compactor/Rammer
Gas Generator
Natural Gas Generator
Root Cutters
CCTV Video Camera
Centrifugal Pump
Gas Detection Monitor
Safety Tripod
Pump Motor
Comminutor
Easement Clearing
Sewer flushing
Transportation
Transportation
Sewer trench compaction
Portable power for hand
tools and lighting
Pump Station Emergency
Generator
Sewer pipe cleaning
Televising sewer laterals
and mains
Sewer bypass pump
Confined space entry
Confined space entry
Pump Station
Pump Station
15
10
10
10
10
10
15
10
10
10
5
20
20
10
Coplay Whitehall Sewer Authority July 2018
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8. CAPACITY MANAGEMENT
a. Sewer Capacity Certification/ Connection Policy
The Sewer Capacity Certification is a process where any new development requiring the
connection of its sanitary sewer service to the Authority’s sewer system is reviewed to determine
whether adequate sewer system capacity exists to convey the new wastewater flow from the
proposed development to the City of Allentown’s wastewater treatment facility. A capacity
certification analysis is required for all developments, or any existing customer that requires an
increase in its sewer allocation. The certification process also assigns the development capacity
within the Authority’s current treatment allocation within its Agreement with the City of
Allentown.
This process aligns with the processing of Sewage Facilities Planning Modules with the PA
Department of Environmental Protection.
Coplay Whitehall Sewer Authority July 2018
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9. RESOURCES AND BUDGET
a. Budget Process
The budget is a part of the Authority’s overall budget cycle. Specific items related to the
operation of the sewage collection system are identified under separate categories within the
budget. Authority staff works with the Finance Committee to present a budget to the complete
Authority Board for approval. For the Collection System operations and maintenance budget, the
process begins with last year’s numbers and projected needs for the next budget year. The
Authority maintains a multi-year budget process to manage anticipated expenses.
b. Rate Review
The current sewer rate structure is based on metered water usage. Customers are billed quarterly
for wastewater services based on 100 % of the metered water use. In addition to flow charges,
customers are also assessed a base charge to recover fixed costs. Rates are examined and
adjusted as needed based on anticipated O & M and Capital expense for the sewer system.
c. Operating and Maintenance Expense
Operating and maintenance expenses include:
• Employee salary and compensation
• Operating supplies
• Utilities
• Repair and maintenance
• Professional services
• Routine capital outlay
• Debt service expenses for repair and replacement
Professional Services includes planning and engineering studies for replacement projects and
daily operations.
Contractor Services includes contractual work for cleaning sewer lines and manholes, CCTV,
and improvements to the collection system map.
Routine Capital Outlay includes items that are considered capital assets and are purchased from
annual operating revenue rather than through bonds or the capital reserve fund. Items such as
vehicles, specialized maintenance equipment, pumps, motors, office equipment and other smaller
items.
Debt service is the annual principle and interest payments for bonds, loans and other fiduciary
instruments owed by. The debt service supports capital improvement projects.
d. Capital Improvement Program Overview
The Authority has prepared a 5-Year Capital Improvements Plan to address the implementation
of projects that are essential to the long-term successful operation of the sanitary sewer system.
The 5-year Plan addresses the following types of projects:
Coplay Whitehall Sewer Authority July 2018
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• Excavation repairs to replace defective pipe segments
• Trenchless repair of isolated pipe defects
• Lining of existing sanitary sewers
• Replacement of sanitary sewers and sewer laterals
• Manhole rehabilitation
• Continuous sewer televising and cleaning
• Updates and improvements to flow measurement facilities
The 5 year budget is intended to be a fluid document that can be adjusted as necessary to meet
the Authority’s needs. The plan will be reexamined each year and projects will be added,
adjusted, or revised as necessary as work is completed and new work is identified.
Coplay Whitehall Sewer Authority July 2018
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10. SEWER SYSTEM PREVENTIVE MAINTENANCE PLAN UPDATES
a. Plan Update Process
Coplay-Whitehall Sewer Authority will complete reviews of its Preventive Maintenance program
annually. This will be done in conjunction with the preparation of its annual “Chapter 94
Report” that is prepared for review by the Department of Environmental Protection. The review
will consider the progress that has been made in implementing its Preventive Maintenance
Program, the results of monitoring programs, and will incorporate updates to this Plan including:
• Changes to organizational structure, information management, contacts, and system
maps,
• Changes to information on the collection system, such as the size and age of pipes, to
incorporate information on repairs completed during the year,
• Incorporation of successful cleaning, inspection and assessment program improvements
during the past year,
• Changes to the Sewer Use Rules and Regulations
• Budget and Capital Planning updates
b. Monitoring, Measurement, and Program Modifications for Infiltration and Inflow
Source Reduction
The Authority will maintain records of key information to continually assess improvements to
the collection system.
The information will measure the effectiveness of the Maintenance program by tracking various
parameters related to service calls and maintenance and inspection activities. Comparison of
trends from previous years and identifying system defects are key components. Tracking the
following parameters will measure the effectiveness of the Plan and its effectiveness in reducing
Inflow and Infiltration:
• Number and cause of SSOs per year
• Length of gravity sewers cleaned annually
• Home clear water inspections
• Manhole Inflow Prevention Inserts Installation
• Manhole and manhole chimney rehabilitation
• Actual versus scheduled cleaning dates for gravity sewers
• Length of gravity sewers CCTV inspected annually
• Percent of system rehabilitated (repaired or upgraded) each year
• Improvements in capacity due to reductions in I/I
• Safety history/incidents
• Continuous tracking of average and peak flows within each metered drainage basin to
determine the effectiveness of repair and maintenance activities.
Coplay Whitehall Sewer Authority July 2018
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The Authority has been implementing an aggressive maintenance and capital improvements plan
for over 30 years. These programs are well into their maturity stage, as the Authority has
replaced or updated a number of its major system components within the last 20 years as
identified below:
1. Jordan Creek Interceptor Replacement Project ................................... Final Completion 2009
2. Collection System Repairs .................................................................. Final Completion 2011
3. RT-22 Crossing ................................................................................... Final Completion 2012
4. Coplay Creek Interceptor Replacement .............................................. Final Completion 2013
5. Lehigh River Interceptor Relocation – LSB ....................................... Final Completion 2013
6. Ruch Street Replacement .................................................................... Final Completion 2013
7. SR 22 Section 400 Replacement ............................................... Final Completion 06-30-2015
8. Lehigh Meter Station & Pipe Replacement .............................. Final Completion 11-11-2016
9. Front Street Coplay Replacement ................................... Substantial Completion 11-11-2017
10. Front Street Coplay Improvements ................................................................ Work in process
Since 2008 the Authority has spent close to 15 million dollars on upgrades, replacements, and
improvements to its wastewater collection system.
Following the completion of its Capital Program between 2008 and 2013, the CWSA performed
an analysis to determine the effectiveness of the completed work. The following results were
obtained:
ITEM DESCRIPTION
PRE CONSTRUCTION
(2009)
POST
CONSTRUCTION
(2014)
Flow to Allentown 2.037 MGD 1.927 MGD
Connections 13,470 13,735
Flow per EDU 146 gpd 136 gpd
Average daily flow reduction 110,000 gpd
Peak Flow Reduction 789,000 gpd*
* Variable depending on type and intensity of precipitation.
These results demonstrate the effectiveness of the Authority’s previous efforts, and more
importantly show that maintenance of the programs in place will continue to yield similar, if not
better results.
The CWSA will continue to implement its 5-year television inspection/cleaning program over its
entire collection system and implement repair and replacement projects as system defects are
identified. Continuous monitoring of Lehigh River and Jordan Creek Interceptor basins will
show the CWSA the effectiveness of all work performed via the monitoring of peak flows, total
daily flows, and precipitation.
Eberhart Pump Station 99
PO-1
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A4-160 A4-155A4-185
A4-138A4-136A4-102
A4-101A4-100
A4-179
A4-178A3-249 A4-177
A3-237A3-235
A3-234
A3-265
A3-259A3-258
A3-260
A3-261A3-262
A3-263A3-254
A3-247
A3-245A3-244A3-243
A3-256
A3-252
A3-213A3-212A3-222A3-233
A3-226A3-225
A3-224A3-227
A3-215
A3-218
A3-209
A3-158A3-157
A3-156
A3-160
A3-165A3-166
A3-168A3-167
A3-170A3-172
A3-171
PTV-18PTV-17PTV-16
PTV-14PTV-13
PTV-30PTV-29
PTV-24PTV-25
PTT-12
PTT-13
VG-16A
VG-19A
A5-220
A5-212
A5-239A5-238
A5-204A5-203
A5-192A5-191
A5-193
A5-194A5-196
A5-197
A5-119A5-125
A5-199A5-131
A5-132
A5-166
A5-168A5-172
A5-173
A5-179A5-178
A5-180A5-181
A5-186A5-163A5-162
A5-149A5-148
A5-146A5-145
A5-152
A5-142
A5-154A5-156
A5-157A5-159
EHF-21EHF-22
EHF-10
EHF-16EHF-15
EHF-20EHF-19
EHF-14
A2-101A2-105
A2-104
A2-89A
A2-109A2-107A2-106
A2-213A2-212
A2-211
A2-208A2-207A2-205A2-203
A2-172A2-187A2-189
A2-190A2-192
A2-152
A2-136
A2-171
A6-266
A6-265A2-182
A2-181
A2-95A
A2-148A2-147
A2-139A2-144
A6-302
A6-306
A6-331
A6-337A6-340
A6-342A6-343
A6-330
A6-307
AL-14A
AL-22A
C-3.107
A5-113A
C-3.126C-3.125
C-3.123C-3.122C-3.121 C-3.120
C-3.119C-3.118 C-3.117
C-3.114C-3.113C-3.112C-3.111
C-3.106C-3.105
C-3.102C-3.101
C-3.95A
C-3.76A
A5-135D
J-4.29A
A1-160A
L-2.14A L-1.22A
C-3.45B
A3-138A
A1-190B
ORM-11A
ORM-10A
A6-166B
A6-110C
A3-115A
A3-141A
A3-178A
A6-291C
A6-326A
J-4.10B
A5-162A
A6-110AA6-110B
PRVL-15
A3-142A
A5-215B
A5-174A
A5-199B
A1-191B
A6-189A
A1-106A
A6-259A
A3-176A
A3-131C
A3-123A
A3-178BA3-179A
A3-135B
C-3.13B
A6-323A
A6-234A
A6-161E
A6-161F
A1-196A
A1-194B
A6-94EA
PRVL-10PRVL-11
J-4.91BJ-4.91A
J-4.65BJ-4.65A
J-4.22A
J-4.04CJ-4.04D
ORM-12A
L-1.35A
L-4.18A L-4.17A
L-1.10A
A4-176A
A6-228A
A6-231B
A5-104A
A1-195DA1-195EA1-195F A1-195B
A1-195A
A1-133B
A6-118EA6-118D
A6-118B
A6-161D
A6-160B
A6-118A
A6-119A
A6-166A
A6-146A
A6-182AA6-185BA6-185CA4-183AA4-157A
A5-125A
A5-135C
A5-177A
A5-161CA5-161B
A5-161A
A2-114C
A6-292-2
A6-234.2
A1-194.5
A6-292-3A6-292-4
PRVL-15-9
PRVL-15-4
A6-149A-1
MACARTHUR
MAIN
2ND
US R
OUTE
22
SPRI
NG
SUMNER
DAUPHIN
PINE
13TH
5TH
LEHI
GH
GRAP
E
COLU
MBIA
WILLOW
FRONT
MAUCH CHUNK
OAK
CHURCH
7TH
ROOSEVELT
14TH
SPRUCE
4TH
BRIDGE
SPRINGMILL
MECHANICSVILLE
NEW
CHESTNUT
RANGE
RURAL
6TH
EBERHART
FAIR
MONT
OVER
LOOK
RING
HIGH
LAND
CONG
RESS
RIDGE
ALTA
11TH
LEHNERT
FULLERTON
FRAN
KLIN
EGYPT
PENN
SYLV
ANIA
RINGER
CLAY
QUARRY
HILLSID
E
UNIONLINDEN
ROTH
SUMMIT
SCHEIDYS
AMERICAN
RUSH
RACE
ROBIN
JEFFERSON
RAMP
IRVING
3RD
GREE
N
MERCER
TIOGA
VINE
SILK
HALL
FAIRVIEW
FORREST
PROSPECT
SILO
8TH
CATASAUQUA
UNNAMED
LINCOLN
FRUIT
DALE
RUTH
MUND
Y
BIRCH
WINDSOR
PEACH
OLYM
PIC
PATOKA
10TH
PLAZ
A
WILMOT
FAIR
WHITE
HALL
OHIO
WASH
INGT
ON
SCHOOL
SEIPLES STATION
BROW
N
PLUM
NAGLE
ROMIG12TH
ST JO
HN
PA ROUTE 145
DELA
WARE
BRICK
OLD P
OST
BLANK
TREM
ONT
CANAL
EMERY
BRIAR
WOOD
SOUT
H
LEWIS
PEACHTREE
LEVAN
LENAPE
ALLENTOWN
SCHE
RERS
VILLE
9TH
POPL
AR
ABIGAIL
CEDA
R
LUMBER
BERYL
CURRANT
MORRIS
CLINTON
16TH
PIONEER
LAUREL
VAN BUREN
BRADFORD
IVY
17TH
JUNIP
ER
WALNUTWILLIAM
BLAC
K FOR
EST
GREE
NLEA
F
LYNN
PIERCE
BEEKMANTOWN
PEAR
CARB
ON
KURT
Z
LILY
BUSIN
ESS
PARK
HEML
OCK
KEAT
S
PENN
15TH
KOVALCHIK
MULBERRY
EAST
HEDG
E
FERN
STECASSO
MEADOW
CHAPEL
IDEA
L
HOLLYJO
NATH
ANMA
RKS
BEIL
EGGE
HAZEL
FOUNTAIN
WARREN
JUTE
YORK
ORAT
OR
CLAY
BRIDGE
AMER
ICAN
UNNAMED
7TH
BRID
GE
FRONT
RAMP
KEAT
S
LAUREL
UNNAMED
WHITE
HALL
6TH
SUMNER
2ND
IVY
BLANK
KEAT
S
KURT
Z
MERCER
RAMP
KEAT
S
CHURCH
CLAY
RAMP
RAMP
RAMP
CLAY
CHESTNUT
UNNA
MED
PROSPECT
RAMP
UNNA
MED
3RD
BRIDGE
LEHIGH LEHIGH
4TH
CLAY
UNNA
MED
6TH
5TH
CEDA
R
5TH
4TH BRICK
MAIN
RAMP
OVER
LOOK
US R
OUTE
22
15TH
2ND
FRONT
RAMP
PLUM
RAMP
UNNAMED
UNNAMED
RAMP
Coplay
Creek
Jordan Creek
Sprin
g Cree
k
Dry Run
AMERICAN CEMETERY ASSOCIATIONEGYPT CEMETERY ASSOCIATION
H P C COMPANY INCORPORATION
EGYPT UNITED CHURCH OF CHRIST
CALVARY CEMETERY
BETH-EL MEMORIAL PARK INCORPORATED
RUSSIAN ORTHODOX CATHOLIC CEMETERY
CEMETERY (NORTHAMPTON)
WOODLAWN MEMORIAL PARK ASSOCIATION
Lafarge Egypt Quarry
Lafarge Cementon Quarry
Eastern Ind. Ormrod Quarry
Coplay Plant 2 Quarry
Essroc Cement Egypt Quarry
Eastern Ind. Whitehall Limestone Quarry
Coplay Aggregates Plant 1 Quarry
Eastern Ind. Lehigh E. Quarry
Lehigh River
Lehigh River
Jordan Creek
Jordan Creek
Lehigh Canal
Lehigh Canal Lehigh Canal
Hokendauqua Creek
Jordan Creek Parkway
Whitehall Parkway
Jordan Park
Jordan Creek Parkway
Coca-Cola Park
Ranger Rod and Gun Club
Ironton Rail Trail
Canal Park
Jordan Creek Parkway
Parkview Park
Jordan Park
Mulligan's Family Golf Center
Clear Channel Park
Ironton Rail Trail
Canal Street Park
Troxell-Steckel House
Schadt Avenue Park
Victor Talotta Park
Tri Boro Sportsmen Association
West Catasauqua Park
Tri Boro Sportsmen Association
D & L Trail (Whitehall Township)
Sam Balliet Stadium
Troxell-Steckel House - Adjacent County Land
Ironton Rail Trail
Kimmets Lock Access
Canal Street Park
Ironton Rail Trail
Ironton Rail Trail
Ormrod Park
Trexler Middle School Athletic Fields
Ironton Rail Trail
D & L Trail (North Whitehall)Lehigh Canal Park (Catasauqua Borough)
Lehigh Canal Park (Hanover Township)
Helfrich's Spring Grist Mill
Lehigh Canal Park (Catasauqua Borough)
Ironton Rail TrailLehigh Canal Park (Allen Township)
Lehigh Canal Park (Hanover Township)
Golden Oaks Open Space
Saylor Park Cement Industry Museum
Timberidge Open Space
Stevens Park
Lehigh Canal Park (Catasauqua Borough)
Canal Street Park
Tri Boro Sportsmen Association
North Catasauqua Park
Lehigh Canal Park (Allen Township)
Village Green Totlot
Lehigh Canal Park (North Catasauqua Borough)
Circuit City Ballfield
Jackson Elementary School Recreational Area
Candy Cane PlaygroundLehigh Canal Park (North Catasauqua Borough)
Circle Drive Open Space
Lehigh Canal Park (North Catasauqua Borough)
Lehigh Valley Sporting Clays
GIS Sanitary Sewer System Map q
0 2,000 4,000 6,000 8,0001,000Feet
1 inch = 1,000 feetNOTE: Property Lines shown are APPROX. ONLY based upon County Tax Map Info. COPLAY WHITEHALL SEWER AUTHORITY February 28, 2014
WHITEHALL TOWNSHPLehigh County, PA.