No Slide Title
Download
Report
Transcript No Slide Title
Rapid Assessment Process
Project Strategic Plan
City of Marfa
Water and Wastewater System Improvements
Marfa, Texas
Presented to:
Stakeholders and Project Sponsor
El Paso, Texas
February 6, 2003
Agenda
General Aspects
Environmental and Human Health Indicators
Technical Approach, Objectives and Funding Plan
Public Participation
Sustainable Development
Project Development Schedule
Stakeholder Comments/Discussion
General Aspects
Project Location
Marfa is located in
Pecos County on
Highway 90 between
Valentine to the
Northwest and Alpine to
the East.
General Aspects
Existing Water Supply and Distribution System
Water is supplied from three wells at a central site to a 1 MG
Ground Storage Tank
Booster Pump Station at central site pumps chlorinated water to
the system and an Elevated Storage Tank
Distribution system consists of three pressure zones made up of
1-inch to 8-inch water lines
Distribution system includes two booster pump stations, a stand
pipe and ground storage tanks
General Aspects
Water System Problems and Concerns
Water does not meet secondary drinking water quality standards
for fluoride
Undersized and dead end lines resulting in:
Low pressure areas
Low chlorine residual
Fire flow concerns
Concerns: Compliance with TCEQ regulatory requirements for
fluoride, chlorine residual, low pressures and fire flows
General Aspects
Proposed Water Supply and System
Improvements
Water supply improvements to meet TCEQ regulatory
requirements for fluoride
Distribution system improvements to upsize and loop
lines in problem areas to alleviate pressure, chlorine
residual and fire flow concerns
General Aspects
Existing Wastewater Collection &
Treatment System
WWTP consists of influent meter, bar screen, 2 Imhoff
tanks and 2 sludge pits and 2 sludge drying beds
Effluent Disposal by irrigation of 62 acres of non-public
access pasture land
Permitted flow = 0.120 MGD Average Flow = 0.08 MGD
Collection system comprised of 4-, 6-, 8- and 10-inch lines
and two sanitary lift stations
Portions of system date back to late 1920’s
General Aspects
Wastewater System Problems and
Concerns
Outdated, substandard technology – Imhoff Tanks
74 Year old WWTP
Effluent storage pond required by TCEQ – Condition of
Permit
Undersized, substandard lines – old, 4-inch VC pipelines
Line condition suspect – deterioration, root intrusion,
surcharged manholes.
General Aspects
Proposed Wastewater System
Improvements
WWTP Effluent Storage Pond
WWTP Technology Upgrades
Relief or replacement of capacity deficient, problem area
sewer lines
General Aspects
Total Estimated Cost
Budget for design and construction pending
further definition of the needs, alternatives
analysis and project development.
General Aspects
Project Sponsor Profile:
Prior Agency Support:
Population: 2,121 / 2,178 /
2,355*
Annual growth rate: 2.0%**
MHI: $24,712
Unemployment rate: 4.9%
Legal utility provider
1,204 metered accounts
7 employees
Collection efficiency: 98%
CDBG: $2.3 Million over
the past 9 years
*2000 Census/TWDB Agreed/City of Marfa service area
meters
**TWDB agreed upon
TDHCA: Grant for 2000
Planning study
No prior BECC assistance
General Aspects
Prior Studies:
2000 – City of Marfa Planning Studies Document 2000-2004
1977 - Water and Sewer System Facilities Plan
1970 – City of Marfa Comprehensive Plan
Environmental and
Human Health Indicators
Human Health Indicators
Fluoride levels close to 3 times the recommended level
can cause dental and skeletal fluorosis.
Low or no chlorine residuals in dead end lines can lead to
illness.
Specifically, improvements to the water supply quality
will address concentration of fluoride, chlorine residual
and minimum pressures.
Environmental and
Human Health Indicators
Environmental Indicators
Improvements to the water system are necessary to meet fire
protection demands, which poses a direct threat to the health and
safety of the City of Marfa residents.
The City’s three water wells are located on the same site such that if
one is contaminated, it could affect all three. Alternate source is
advisable.
Correction of collection system capacity problem will help mitigate
overflows and resulting pollution.
WWTP upgrades will result in a controllable effluent discharge to
fields.
Environmental and
Human Health Indicators
Compliance with Environmental Norms &
Regulations Including Violations
Fluoride above secondary standard
Substandard water and sewer lines (1- & 2-inch water and
4-inch sewer)
Outdated WWTP technology – Imhoff Tanks
Technical Approach,
Objectives and Funding Plan
Project Objectives
Improve water treatment and distribution
Improve wastewater collection and treatment.
Technical Approach
Technical Assistance needed to develop documents which
may include:
QAPP
Facility Plan & Environmental Information Document
Engineering Design
Financial Analysis
Public Participation Program
Rate Study
Technical Approach,
Objectives and Funding Plan
Technical Assistance Tasks
Task
RAP
Facility Plan and EID
Financial Analysis
Public Participation Program
Preliminary Design
Project Certification Document
Final Design
Source
BECC
BECC
BECC
BECC
BECC
BECC
BECC/Other
Technical Approach,
Objectives and Funding Plan
Identified Potential Funding Sources
USDA/Rural Utility Services (RUS)
Funds tailored for rural areas with populations of less than 10,000
Grant
Texas Water Development Board
SRF Loan
North American Development Bank (NADB)
BEIF Grant and IDP Grant/Loan
Border Environment Cooperation Commission (BECC)
PDAP program Grant
Technical Approach,
Objectives and Funding Plan
Institutional Capacity Building
The project sponsor identified such needs as a capital
improvement plan, rate study and the development of public
participation programs as institutional needs.
Additional needs may include assistance in both the
institutional and human capacity to administer the project.
The Frank M. Tejeda Center has conducted an Institutional
Capacity Needs Assessment with the City of Marfa.
Technical Approach,
Objectives and Funding Plan
Potential Obstacles
The project sponsor and the BECC are not aware of any legal
issues that may jeopardize the proposed project, or any
litigation problems with the current local government.
A notable potential obstacle is the high cost of providing water
treatment to address the quality issues present in the water
basin near the City of Marfa.
Rate modifications may also provide a potential obstacle for
receiving community support.
Public Participation
Identification of Main Stakeholders
City of Marfa, Texas
TCEQ
TWDB
North American Development Bank
Frank M. Tejeda Center
Border Environment Cooperation Commission
United States Department of Agriculture
Environmental Protection Agencies
Local Politics
The City of Marfa local government is comprised of a Mayor and
five representatives. The City passed a resolution on September 5,
2000 authorizing the Mayor to seek Technical Assistance from
BECC.
Sustainable Development
Minimum Criteria Requirements
The City of Marfa made a commitment to comply to all
applicable minimum requirements for the project in
compliance with the BECC’s sustainable development criteria.
11 of 14 minimum requirements will apply to the project.
Project Development
Schedule
Task Name
Duration
Start
Finish
Rapid Assessment Process
129 days
08/22/02
02/18/03
Technical Assistance Process
130 days
08/22/02
02/19/03
Project Development Process
462 days
02/19/03
11/25/04
Final Design Process
253 days
12/04/03
11/22/04
BECC Certification Process
42 days
11/17/04
1/13/05
(TA, Public Participation, NEPA)
Technical Approach,
Objectives and Funding Plan
Agency Perspectives -
NADB
TWDB
TCEQ
USDA
Stakeholder Comments/Discussion
Thank you for your participation and valuable input.