10-A Paris Water Conservation P
DRAFT
F:ALICE\RESWORK\CURRENT\ Water Conservation Res 2005
March 29, 2005
RESOLUTION NO.
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PARIS,
PARIS, TEXAS, ADOPTING THE CITY OF PARIS WATER
CONSERVATION PLAN IN ACCORDANCE WITH THE REQUIREMENTS
OF TITLE 30, TEXAS ADMINISTRATIVE CODE, CHAPTER 288, SUB-
CHAPTERS A AND B; MAKING OTHER FINDINGS AND PROVISIONS
RELATED TO THE SUBJECT; REPEALING ALL PRIOR WATER
CONSERVATION PLANS IN CONFLICT HEREWITH; PROVIDING A
SAVINGS CLAUSE; AND PROVIDING AN EFFECTIVE DATE.
WHEREAS, maintaining a clean, reliable supply of potable water is essential to the health,
safety, and welfare of the citizens of the city of Paris; and,
WHEREAS, supplies of clean, potable water continue to diminish as a result of increasing
population demands, increased industrial demands, water pollution, and other reasons; and,
WHEREAS, the Texas Legislature has recognized the need to preserve and conserve the
potable water supplies of the state of Texas by adopting omnibus, comprehensive legislation
intended to preserve, regulate, and enhance the water supplies of the state of Texas; and,
WHEREAS, the City Council of the City of Paris likewise recognizes the need to maintain
and preserve the City's supplies of potable water; and,
WHEREAS, in order to preserve the City's water supplies, comply with the requirements
of State law, and in the interest of preserving the health, safety, and welfare of the citizens of the
city of Paris, the City Council deems it necessary and appropriate to adopt a Water Conservation
Plan for the City of Paris; NOW, THEREFORE;
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PARIS, PARIS,
TEXAS:
Section 1. That the fIDdings set out in the preamble to this resolution are hereby in all
things approved.
Section 2. That the City Council does hereby in all things approve and adopt a Water
Conservation Plan for the City of Paris, as the same is set out in Exhibit A, attached hereto and for
all purposes incorporated herein, and does hereby direct the City Manager and the City staff to in
all things implement the Water Conservation Plan approved herein.
Section 3. That, from and after the passage of this resolution, the Water Conservation Plan
attached hereto as Exhibit A shall be observed and followed by the City in the utilization of the
City's water supply sources.
Section 4. That all water conservation plans heretofore adopted by the City of Paris shall
be, and are hereby, in all things repealed.
Section 5. Should any paragraph, sentence, subdivision, clause, phrase, or section of this
resolution or the plan adopted herein be adjudged or held to be unconstitutional, illegal, or in any
way otherwise invalid, by a court or administrative body of appropriate jurisdiction regarding
same, such findings shall not affect the validity of this resolution or the plan adopted herein, as a
whole or any part or provision thereof, other than the part so declared to be invalid, illegal, or
unconstitutional.
Section 6. That this resolution shall be effective from and after its date of passage.
PASSED AND APPROVED this 11th day of April, 2005.
Curtis Fendley, Mayor
ATTEST:
Janice Ellis, City Clerk
APPROVED AS TO FORM:
Larry W. Schenk, City Attorney
WATER CONSERVATION PLAN
FOR THE
CITY OF PARIS, TEXAS
Summary
The City of Paris currently serves a population over 26,000 residents and is expected
to grow to approximately 34,000 residents by 2050 based on projections provided by
Texas Water Development Board planning data. The current service area directly served
by the City of Paris is 43.703 square miles. In addition to the residents of Paris, the City
also wholesales treated water to two other water supplies: Lamar County and Marvin-
Jennings-Clardy Water Supplies.
Water is furnished by a single \vater treatment plant originally built in 1967 and last
expanded in 1995 to a current treated water capability of32.3 million gallons per day.
All water is treated from two reservoirs: Pat Mayse Lake with a maximum water right
diversion of 55 million gallons per day and Lake Crook with a maximum diversion of 12
million gallons per day. This total water right diversion of 67 million gallons per day is
expected to be more than adequate to meet future growth in population and industry for
both the City and the county well into the 21st century. .
This Water Conservation Plan has been developed to protect these water resources
and extend their useful life to insure a sufficient water supply is available to provide for
all anticipated, and even unexpected, water demands of the future. In order to implement
the basic elements of this Plan, it is necessary to examine current water use practices,
educate the public about water use reduction and/or efficient water usage patterns and
establish methodologies for achieving these goals. This Plan identifies several water
conservation goals and explains those areas where potential water conservation can be
achieved.
Conservation can have the major benefit of reducing overall water demand resulting
in a delay of the need for major capital expenditures for treatment plant expansion or
acquisition of additional raw water rights. Much of the information contained herein is
required by the Texas Commission on Environmental Quality (TCEQ) for Water
Conservation Plans. Additional information included is specific to the City of Paris water
supply and treatment system and local usage patterns and necessity.
Utility Survey
The initial phase of developing a conservation plan is dependent on the results of a
utility survey. This survey is a comprehensive profile of water usage patterns by
customer type and covers a period of the previous five years. Data from the survey was
used in calculating technical data for determination of future water conservation goals.
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Water Conservation Methods
The City of Paris Water Conservation Plan includes the following conservation
methods:
1. Public education;
2. Conservation oriented rate structure;
3. Universal metering, meter testing, repair and replacement, identification of illegal
connections;
4. Leak detection and repair;
5. Water conserving landscaping (Xeriscaping);
6. Plumbing retrofit and new construction;
7. Recycling and reuse;
8. Water system auditing.
Each conservation method is described in the following subsections.
1. Public Education:
The success of any water conservation program is dependent upon an informed
public. Customers must have an awareness of the needs for water conservation and have
knowledge of how to contribute to the plan. The public education program must provide
information to as many users as possible as an understandable and effective instrument.
Components of the program include items such as distribution of water conservation
literature, public service announcements, water conservation speakers at schools and
service organizations and special events and promotions. Several fine water conservation
documents are available from the Texas Water Development Board (TWDB) on water
saving measures that can be used both inside and outside the home, plumbing fixture
retrofitting, xeriscaping and several other conservation practices.
The City of Paris Utilities Department has obtained and distributed these documents
over the past few years to schools, civic groups and the general public. The Utilities
Department will continue to provide such information on an on-going basis and attempt
to reach as many customers as possible to further increase public awareness of water
conservation. The Utilities Department is also very active in promoting public
participation in Water Utilities Awareness during National Drinking Water Week in May
of each year. National Drinking Water Week offers tours of the treatment plant,
participation by schools and youth clubs, public service announcements and Utilities
personnel are guest speakers to schools, civic groups and other meetings in promoting
utilities awareness and conservation. Water conservation literature can also be made
available at the Utilities Billing Office and an insert in the monthly bill can inform
customers of the availability of this information.
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2. Conservation Oriented Rate Structure:
The City of Paris charges a base rate for the first increment of usage in cubic feet for
all customers, both residential and commercial, based on meter size. Charges for usage in
excess of the base volume charge are at a constant rate per 100 cubic feet. Increased
usage does not result in a lower rate charge therefore, excessive use is not encouraged.
See Appendix A for rate schedule. .
3. Universal Metering, Meter Testing, Repair and Replacement:
All connections in the City of Paris are metered. The Billing Office routinely sends
a list of meters to be replaced to the meter shop at Public Works based on the age of the
meter at the address. All new installations are touch-read, automatic reading systems that
eliminate the possibility of human error caused by visually misreading the register. All
meters repaired are tested for accuracy before installation. All meters of sizes 3" and
greater are tested annually for accuracy. A meter is considered acceptable only if the
accuracy is within standards set forth by the American Water Works Association
(A WW A) for the particular meter type.
The Billing Office reads all meters on a monthly basis regardless of whether the
account is active or inactive. Illegal connections are quickly identified by this measure
and abandoned services with meters removed are periodically checked for illegal
connections as well.
4. Leak Detection and Repair:
The City of Paris has a very progressive leak detection and repair program. The
Public Works Department actively seeks out and repairs all leaks on a timely basis with
larger leaks having priority for repair over smaller leaks. Leak reports are also turned in
by Utilities, Meter Readers, Sanitation, Engineering, Fire, Police and all other
departments in the City to the Public Works Department for repair. Leaks are also
reported by the public and other utility companies as well. Public Works investigates all
reports promptly and conducts repairs as soon as possible. Public Works also maintains
an on-call crew to repair leaks and sewer stoppages on weekends, holidays and after
hours. Several pressure monitoring devices are located at various points throughout the
distribution system and are connected to the SCADA system at various lift stations. A
leak near any of these pressure monitors triggers an alann at the Water Treatment Plant
and Public Works is notified of a probable leak in the area.
5. Water Conserving Landscaping:
The Utilities Department has distributed TWDB infonnation on proper lawn
watering and xeriscaping for many years and will continue to furnish this information in
the future as part of our public education program. Xeriscaping (using drought-tolerant,
low water demand landscapes) has become more popular in recent years with
homeowners learning that such plants not only require less maintenance but result in a
cost savings on water utility bills as well. Other water saving measures such as mulching
and watering at the proper times of day also reduce costs. These are measures easily
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performed by any homeowner and the City of Paris will seek new ways to bring these
valuable water saving tips to the customers.
6. Plumbing Retrofit:
Subchapter G. (Water Saving Performance Standards) of Chapter 290 of Title 30 of
the Texas Administrative Code establishes water efficiency standards for faucets,
lavatories, shower heads, drinking water fountains, toilets and other plumbing fixtures.
No person may sell, offer for sale, distribute or import into the state of Texas any fixture
not meeting these standards. No state licensed plumber may install any fixture not
meeting these standards. The City of Paris Building Inspector strictly enforces the state
law concerning these water saving fixtures for all new installations within the City.
Additionally, the Building Inspector, as well as most licensed plumbers working in the
City, routinely attend periodic workshops informing them of new fixtures meeting the
standard added to the list and the de-listing of those that may no longer qualify.
7. Recycling and Reuse:
Through the Industrial Pretreatment Program, the City of Paris works with large
high water demand industries to find ways to reduce water use and corresponding
wastewater discharge through various Pollution Prevention (P2) activities. Most
industries with cooling towers have installed closed-loop systems resulting in no
wastewater discharge and only require make-up water lost to evaporation. This one
activity of installing closed-loop systems (recycling) has resulted in a dramatic decrease
in water demand for these large users. This is only one example of many water saving
measures implemented by the larger users. These types of activities will continue and
further options for recycle and reuse will be pursued.
ManYI cities currently reduce municipal water demand by reuse of treated wastewater
effluent for irrigation of city parks and other facilities. Due to the location of the City of
Paris Wastbwater Treatment Plant (6 miles north of the City), it is not currently
economica~ly feasible to consider reuse of effluent for municipal purposes. Effluent is
reused hovfever, for irrigation of agricultural land by a state-approved diversion permit.
The Wastewater Treatment Plant also uses treated effluent as plant washdown water thus
reducing the demand for potable water for this purpose.
The \¥ ater Treatment Plant practices recycle and reuse by returning filter backwash
water for r~processing. This water is metered and returned to the head of the plant and
mixed with raw water for treatment.
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8. Water þse Auditing:
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The dity of Paris Utilities Department receives monthly reports of water sales
volumes f11om the Billing Office. These volumes are compared to metered raw and
treated water volumes to track lost or unaccounted for water. This is the initial phase of
early idenilification of lost water and corrective measures are pursued accordingly. Water
sales are further tracked by user type as residential, commercial, industrial and wholesale
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as part oftl}e annual Surface Water Use Report sent to the TCEQ and TWDB. A
comprehen~ive water use audit was performed by private consultants in 2003 and another
audit is du~ to the TWDB March 31, 2006. Comprehensive audits are then required
every five tears thereafter.
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Other ProKrams
1. Emerg ncy Water Management and Drought Contingency Plan:
The U i1ities Department has maintained a plan for emergency water management for
disasters, I wer outages and other disruptions of service for the past few years. This plan
has been u~dated periodically as needed. A comprehensive Drought Contingency Plan
has recently been updated in accordance with TCEQ guidelines for such plans.
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2. Reservtir Systems Operations Plan:
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Pat ~aYse Lake is a federally owned reservoir under the jurisdiction of the u.s.
Army Co s of Engineers, Tulsa District. Pat Mayse Lake is included in their drought
contingen y plan for the Lower Red River Basin.
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3. Relati
ship to Wholesale Water Customers:
Chap er 288 (Water Conservation Plans, Guidelines and Requirements) of Title 30
of the Tex s Administrative Code requires all wholesale water contracts entered into or
renewed by the City must include a provision that the wholesale customer must adopt a
conservatirn plan in accordance with the provisions of Chapter 288 of Title 30. This
clause mutbe included in the water contracts of Lamar County and Marvin-Jennings-
Clardy up n renewal or extension and must be included in any new contract for
wholesale I ater entered into with the City of Paris. Furthermore, any customer
purchasing wholesale water from the City of Paris who further wholesales water to
another c~tomer must require all successive wholesale customers to adopt a conservation
plan in ac10rdance with Chapter 288.
4. Coordïhation with Regional Water Planning Groups:
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The ~ervice area of the City of Paris is located within the Northeast Texas Region D
Water Pla~ing Group and the City of Paris shall provide a copy of this plan to the
Northeast Irexas Region D Water Planning Group.
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Water Conservation Goals for Estimation of Potential
Reduction in Per Capita Water Use throu2h the Year 2050
The following tables for potential reduction in per capita water use were initially
calculated in 1999 for the original adoption of the Water Conservation Plan in 2000. The
Utility Survey form and instructions were provided by the Texas Commission on
Environmental Quality (TCEQ) for municipal water conservation planning through the
year 2050.
The conservation measures establish a bottom range or "most likely" real world
potential conservation scenario and an upper range or "advanced" scenario that assumes
ideal situations representing a maximum achievable conservation savings. A range of
potential savings is determined for each of the following conservation measures:
1. Reducing unaccounted-for water uses;
2. Reducing indoor water use due to water-conserving plumbing fixtures;
3. Reducing seasonal water use;
4. Reducing water use through public education programs;
5. Reducing dry-year irrigation water use.
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I. Reducþtg Unaccounted-for Water Uses:
The ~CEQ considers unaccounted-for water uses (loss) of 150/0 or less acceptable for
communit es serving over 5,000 people. Losses above 15% provide a conservation
potential ith greater losses providing a greater potential. The bottom of the range for
technical ~otential savings is zero. Calculation of the top of the range is determined by
the followtng table:
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Unaccoun ed-for uses = 15.9%
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Dry-year I er capita water use = 208.1 gallons per capita per day (gpcd)
Potential or reduction in unaccounted-for use =
(208.1 gp d X 15.9%) - (208.1 gpcd X 15%) = 33.09 - 31.22 = 1.87 gpcd
Technica Potential Savin
cd
II. Redu~ing Indoor Water Use due to Water-Conserving Plumbing Fixtures:
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The T~EQ uses 20.5 gpcd as the most reliable figure to represent the "most likely"
conservatiqn scenario. This figure is based upon the estimate that by 2050, 900/0 of pre-
1990 hom~s, and all new homes will have been equipped with water conserving fixtures.
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The ~gure 21.7 gpcd is used as the "advanced" conservation scenario and is an
estimate o~ the average savings that would result from homes equipped exclusively with
water-consþrving plumbing fixtures. This figure is considered "advanced" because in a
typical cit1, 100% of homes would not be exclusively equipped with water-conserving
fixtures. ~esults ofTCEQ data yields the following estimations:
"Most Lik, ly" Savings by 2050 = 20.5 gpcd
"Advance4" Savings by 2050 = 21.7 gpcd
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Technical Potential Savin
cd
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III. ReduJing Seasonal Water Use:
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The exas Water Development Board (TWDB) has calculated seasonal use as a
percentag of average annual per capita use for East Texas (20%), West Texas (25%) and
a statewid average of 22.5%. Seasonal use is calculated by multiplying the average
annual gp d for each water system by the appropriate percentage. The technical potential
for reducti n uses 7% for the "most likely" scenario and 20% for the "advanced"
scenario. elow is the resulting calculation:
Annual av rage per capita use for Paris water system = 188.7 gpcd
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Geographilcallocation = East Texas
Seasonal se = (188.7 X 20%) = 37.74 gpcd
Potential r duction in seasonal use (Most Likely scenario) = (37.74 X 7%) = 2.64 gpcd
Potential r duction in seasonal use (Advanced scenario) = (37.74 X 20%) = 7.55 gpcd
Technica Potential Savin
cd
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IV. Redu~ing Water Use through Public Education Programs:
The technical potential for water conservation through public education programs is
estimated to be from 2% of the average annual per capita use (most likely) to 5%
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(advanced) ¡according to the Water Conservation Guidebook published in 1993 by the
American Water Works Association. Below is the resulting calculation:
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Potential re uction in water use (Most Likely scenario) = (188.7 X 2%) = 3.77 gpcd
cd
Average
ual per capita use for Paris water system = 188.7 gpcd
Potential r uction in water use (Advanced scenario) = (188.7 X 5%) = 9.44 gpcd
Technical
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V. RedUC~g Dry-Year Irrigation Water Use:
The CEQ and TWDB have estimated that the potential savings for reducing dry-
year irrigat on is between 10.5% (Most likely) to 20% (Advanced) of the dry-year water
demand in cd. These savings result from xeriscaping (using drought-tolerant, low
water dem d landscapes) and decreasing watering of tradition landscaping by using
efficient w tering methods. Below is the resulting calculation for Paris:
Paris dry-y ar demand = 208.1 gpcd
Paris avera e demand = 188.7 gpcd
Dry-year i .gation use = dry-year demand - average demand = 208.1 - 188.7 = 19.4 gpcd
Potential r duction in water use (Most Likely scenario) = (19.4 X 10.5%) = 2.04 gpcd
Potential r duction in water use (Advanced scenario) = (19.4 X 20%) = 3.88 gpcd
cd
Calcu ation of the Total Technical Potential for reducing municipal per capita water
use is dete ined by adding the individual technical potential amounts in items I through
V above. e following table is a summary of these calculations for the City of Paris
water system:
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Conserv tion Measure
Reducing naccounted - for
uses
Calculation Procedure
(Dry-year demand) X
(Unacc.-for percentage if
over 150/0, minus 15%
20.5 gpcd (Most likely) to
21.7 gpcd (Advanced) as
determined b the TCE
Seasonal use (Avg. use X
20% X 70/0 and 20%
Average use X 2% and 5%
Results
0 to 1.87 gpcd
20.5 to 21.7 gpcd
2.64 to 7.55 gpcd
3.77 to 9.44 gpcd
Dry-year irrigation use
(Dry-year demand - A vg.
use) X 10.5% and 20%
2.04 to 3.88 gpcd
Total Technical Savings
Potential
28.95 to 44.44 gpcd
To de ermine the long-term planning goal, these totals are subtracted from the Qœ
ear water demand (208.1 gpcd for Paris in 2000. Year of initial adoption of Water
Conservati n Plan).
Long-term planning goal = (Dry-year demand) minus (Total Technical Potential)
= 208. gpcd - 28.95 gpcd = 179.15 gpcd ("Most Likely" conservation scenario)
= 208. gpcd - 44.44 gpcd = 163.66 gpcd ("Advanced" conservation scenario)
oal for munici al water use = 179.15 to 163.66
cd
Thes goals are based on a potential reduction in total municipal gallons per capita
per day de and by the year 2050. Some of these conservation measures, such as
retrofittin of water-conserving plumbing fixtures, will not be realized in the early years
of the goa but will result in increasing benefit as we approach the year 2050 when more
older hom s are re-plumbed and future new homes constructed. A tentative schedule to
achieve 1 0% of the goal by the year 2050 would be: 100/0 by 2010, 17.50/0 by 2015,
25% by 2 20, 37.5% by 2025, 500/0 by 2030, 62.50/0 by 2035, 750/0 by 2040, 87.50/0 by
2045 and 000/0 by 2050.
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Prepared by: City of Paris Environmental Services Division, April, 2005
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Texas Commission on Environmental Quality
UTILITY PROFILE & WATER CONSERVATION
PLAN REQUIREMENTS
FOR MUNICIPAL WATER USE BY PUBLIC WATER
SUPPLIERS
This form is prov ded to assist entities in water conservation plan development for municipal water use by a retail
public water supp ier. Information from this form should be included within a water conservation plan for municipal
use. If you need sistance in completing this form or in developing your plan, please contact the conservation staff
of the Resource P otection Team in the Water Supply Division at (512) 239-4691.
Name of Enti :
Address & Zi :
Telephone N mber:
Form Compl ed By:
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Cjtv of Paris
P.o. Box 9037, Paris, TX 75461-9037
(gO1) 784-2464 Fax: (903) 784-4809
Rodney L. Brashier
Environmental Services Supervisor
~,;:-~~--v Date: i!.-%,-,¡ttJ.:?5
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Name and Phpne Number ofPersonJDepartment responsible for implementing a
water cons elation program: Citv of ~s UtiLities Department (gCn) 7RL~-2464
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Title:
Signature:
UTILITY...PROFILE
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PO PU~A TIO N AND CU STO MER D AT A
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A.
TCEQ-10218 (Rev. 11-5-04)
Population and Service Area Data
1.
Attach a copy of your service-area map and, if applicable, a copy of your
Certificate of Convenience and Necessity (CCN).
12.
43.703
Service area size (square miles):
3.
Current population of service area:
26,374
4.
Current population served:
a. water
b. wastewater
26,374
25,315
Page 1 of 11
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p.
6.
Projected population for
service area in the following
decades:
Population served by water utility
for the previous five years:
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17.
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Year Population Year Population
2000 25,898 2010 28,048
2001 26.017 2020 30,190
2002 26,136 2030 32,192
2003 26,255 2040 34,194
2004 26.374 2050 34,194
List source/method for the calculation of current and projected population:
2001 through 2004: 2000 census plus rate of increase 1990
through 2000.
2010 through 2050: Texas Water Development Board projections.
B.
Active Connections
1.
2.
Current number of active connections. Check whether multi-family service is
! counted as Residential or Commercial X
Treated water users: Metered Not-metered Total
Residential 9,130 0 9,130
Commercial 1,81, 0 1,81,
Industrial 22 0 22
Other (l<1holesale) 6 0 6
List the net number of new connections per year for most recent three years:
Year
2002 2003 2004
3 655 -1
104 154 17
0 0 0
Residential
Commercial
Industrial
TCEQ-10218 (Rev. 11-5-04)
Page 2 of 11
Other (\-!holesale)
0
0
0
c.
High Volume Customers
List annual water use for the five highest volume customers
(indicate if treated or raw water delivery)
Customer
Use (1,OOOgal./yr.) Treated/Raw Water
1.040.105 Raw
1,071,372 Treated
(1) Lamar 'POt.7er Partners
(2) Lamar County \-!SD
(3) Campbell Soup
989,563 Treated
218,764 Treated
97.977 Treated
(4)
(5)
Tenaska III
Kimberlv-Clark
II.
WATER USE DATA FOR SERVICE AREA
A. Water Accounting Data
1. .Amount of water use for previous five years (in 1,000 gaL):
,Please indicate: Diverted Water 24.921.133
Treated Water 20,961,337
Dj verted \-1 a ter
Year 2000 2001 2002 2001 2004
January 324.069 429.879 450,864 14!J,RO1 352.167
February 262,646 345,653 368.508 322.713 372,866
March 257,703 357,621 370,271 333,587 317,975
April 303,807 416,519 393,908 352,177 371,641
May 141,]92 4?R,1ñO 386,472 447,921 416,418
June 343.711 456,312 437,986 390,186 396,991
July 500,025 592,091 509,217 516.650 501.573
August 643,731 612,636 587,092 565,022 519,319
September C)45,5áO 468,219 511,987 433,121 492,107
October 43Q,762 427,184 41)1),I)QI) 422,329 LL?R,LLRLL
November 362,304 371.881 388.082 352,538 359, 83L
December 410,624 409,139 365,064 369,988 363,826
Total 4,735,162 5,315,493 5,225,047 4,852,234 4,793,197
TCEQ-10218 (Rev. 11-5-04)
Page 3 of 11
Indicate how the above figures were determined (e.g., from a master meter located at the
point of a diversion from the source or located at a point where raw water enters the
treatment plant, or from water sales).
MaRter raw water meters from Pat Mavse Lake and Lake Crook for
diverted water amounts.
Master treated water meters for water
leaving the water treatment plant.
2.
Amount of water (in 1,000 gallons) delivered (sold) as recorded by the following
account types for the past five years.
Year Residential Commercial Industrial Wholesale Other Total Sold
2000 595,596 399,270 2,328,179 973,901 . 0 4,296,946
2001 604,739 405.613 2'1989'1488 895,758 0 4,895,598
2002 564,484 384,427 3,087,183 839,504 0 4,875,598
2003 577'1841 384,656 2,553,983 995,742 0 4,512,222
2004 530,585 354,060 2,460,736 1,038,871 0 4,384,252
3.
List previous five years records for water loss (the difference between water diverted
(or treated) and water delivered (or sold))
Year Amount (gal.) %
2000 418,222,380 9.3
2001 419'1896'1999 7.9
2002 345,228,377 6.6
2003 339,995.703 7.0
2004 408,944,598 8.5
Municipal water use for previous five years:
4.
Year Population
Total Water Diverted or
Pumped for Treatment (1,000 gal.)
2000
2001
2002
2003
2004
25,898
26,017
26,136
26,255
26'1374
4,537,679
4,465,423
4,236'1246
4,064,144
4.030.779
B.
Projected Water Demands
If applicable, attach projected water supply demands for the next ten years using
TCEQ-10218 (Rev. 11-5-04)
Page 4 of 11
information such as population trends, historical water use, and economic growth
in the service area over the next ten years and any additional water supply
requirement from such growth.
III.
WATER SUPPL Y SYSTEM DATA
A.
Water Supply Sources
List all current water supply sources and the amounts authorized with each:
Surface Water: Pat Mayse Lake
Groundwater:
Contracts:
Other: Surface 1,.1a ter Lake Crook
B.
Source
Amount Authorized
61,610
acre- feet! Y r
acre-feet
acre- feet
acre- feet! Y r
12,000
Treatment and Distribution System
1.
Design daily capacity of system:
MGD
32.3
2.
Storage Capacity: Elevated
MGD, Ground
10.5
MGD
4.0
3.
If surface water, do you recycle filter backwash to the head of the plant?
Yes x No . If yes, approximately 0.85 MGD.
4.
Please attach a description of the water system. Include the number of
treatment plants, wells, and storage tanks. Ifpossible, include a sketch of the
system layout.
IV.
W ASTEW A TER SYSTEM DATA
A.
TCEQ-10218 (Rev. 11-5-04)
Wastewater System Data
1.
Design capacity of wastewater treatment plant(s):
MGD
7.25
2.
Is treated effluent used for irrigation on-site No , off-site Yes, plant
washdown Yes, or chlorination/dechlorination No ?
If yes, approximately 1.35 MG gallons per month.
3.
Briefly describe the wastewater system(s) of the area serviced by the water
utility. Describe how treated wastewater is disposed of. Where applicable,
identify treatment plant(s) with the TCEQ name and number, the operator,
Page 5 of 11
owner, and, if wastewater is discharged, the receiving stream. If possible,
attach a sketch or map which locates the plant(s) and discharge points or
disposal sites.
B. Wastewater Data for Service Area
1. Percent of water service area served by wastewater system: 96 %
2. Monthly volume treated for previous three years (in 1,000 gallons):
Year 2002 2003 2004
January 137,810 121,120 103,050
February 154,580 125,590 130,510
March 159,890 140,080 125,120
April 169,080 96,630 100,740
May 138,600 96,290 107,450
June 99,050 95,400 139,970
July 103.830 97..490 110,710
August 98,870 97,070 97.260
September 94,750 100,120 RH,l?O
October 133,930 89.730 107,640
November 110,590 95,990 137,820
December 145.970 93.830 132,510
Total 1,546,950 1,249,540 1,375,920
REQUIREMENTS FOjlW ATER CONSEjlVATION
PLANS FOR~MUNICIPAL WATER USE BY
PUBLIC WATER SUPPLIERS
In addition to the utility profIle, a water conservation plan for municipal use by a public water
supplier must include, at a minimum, additional information as required by Title 30, Texas
Administrative Code, §288.2. ~he water conservation plan does not provide
IDforma~ion for eacbEgyj.remen~.. an ex~ion must be included as to why the requirement
is not applicable.
Specific, Quantified 5 & to-Year Targets
The water conservation plan must include specific, quantified five-year and ten-year targets
for water savings to include goals for water loss programs and goals for municipal use in
gallons per capita per day (see Appendix A). Note that the goals established by a public
water supplier under this subparagraph are not enforceable.
Metering Devices
The water conservation plan must include a statement about the water supplier's metering
TCEQ-10218 (Rev. 11-5-04)
Page 6 of 11
device(s), within an accuracy of plus or minus 5.0% in order to measure and account for the
amount of water diverted from the source of supply.
Universal Metering
The water conservation plan must include and a program for universal metering of both
customer and public uses of water, for meter testing and repair, and for periodic meter
replacement.
Unaccounted-For Water Use
The water conservation plan must include measures to determine and control unaccounted-for
uses of water (for example, periodic visual inspections along distribution lines; annual or
monthly audit of the water system to determine illegal connections; abandoned services;
etc.).
Continuing Public Education & Information
The water conservation plan must include a description of the program of continuing public
education and information regarding water conservation by the water supplier.
Non-Promotional Water Rate Structure
The water supplier must have a water rate structure which is not "promotional," i.e., a rate
structure which is cost-based and which does not encourage the excessive use of water. This
rate structure must be listed in the water conservation plan.
Reservoir Systems Operations Plan
The water conservation plan must include a reservoir systems operations plan, if applicable,
providing for the coordinated operation of reservoirs owned by the applicant within a
common watershed or river basin in order to optimize available water supplies.
Enforcement Procedure & Plan Adoption
The water conservation plan must include a means of implementation and enforcement which
shall be evidenced by 1) a copy of the ordinance, resolution, or tariff indicating official
adoption of the water conservation plan by the water supplier; and 2) a description of the
authority by which the water supplier will implement and enforce the conservation plan.
Coordination with the Regional Water Planning Group(s)
The water conservation plan must include documentation of coordination with the regional
water planning group ( s) for the service area of the public water supplier in order to ensure
consistency with the appropriate approved regional water plans.
Example statement to be included within the water conservation plan:
TCEQ-10218 (Rev. 11-5-04)
Page 7 of 11
The service area of the (name of water supplier) is located within the
(name of regional water planning area or areas) and (name of
water supplier) has provided a copy' of this water conservation plan to the
(name of regional water planning group or groups).
Additional Requirements:
required of suppliers serving population of 5,000 or more or a projected population of
5,000 or more within ten years)
1.
Program for Leak Detection, Repair, and Water Loss Accounting
The plan must include a description ofìhe program of leak detection, repair, and
water loss accounting for the water transmission, delivery, and distribution system
in order to control unaccounted-for uses of water.
2.
Record Management System
The plan must include a record management system to record water pumped, water
deliveries, water sales, and water losses which allows for the desegregation of water
sales and uses into the following user classes (residential; commercial; public and
institutional; and industrial.
Plan Review and Update
Beginning May 1,2005, a public water supplier for municipal use shall review and update its water
conservation plan, as appropriate, based on an assessment of previous five-year and ten-year targets
and any other new or updated information. The public water supplier for municipal use shall review
and update the next revision of its water conservation plan not later than May 1, 2009, and every five
years after that date to coincide with the regional water planning group. The revised plan must also
include an implementation report.
Best Management Practices Guide
On November 2004, the Texas Water Development Board's (TWDB) Report 362 was completed by the Water
Conservation Implementation Task Force. Report 362 is the Water Conservation Best Management Practices (BMP)
Guide. The BMP Guide is a voluntary list 01 management practices that water users may implement in addition to the
required components olTitle 30, Texas Administrative Code, Chapter 288. The BMP Guide is available on the TWDB's
website at the link below or by calling (512) 463-7847.
http://www.twdb.state.tx.us/assistance!conservationiT askF orceDocs/WCITFBMPGuide. pdf
TCEQ-10218 (Rev. 11-5-04)
Page 8 of 11
Appendix A
Definitions of Commonly Used Terms
Conservation - Those practices, techniques, and technologies that reduce the consumption of water,
reduce the loss or waste of water, improve the efficiency in the use of water, or increase the recycling
and reuse of water so that a water supply is made available for future or alternative uses.
Industrial use - The use of water in processes designed to convert materials of a lower order of
value into fonns having greater usability and commercial value, commercial fish production, and
the development of power by means other than hydroelectric, but does not include agricultural use.
Irrigation - The agricultural use of water for the irrigation of crops, trees, and pastureland,
including, but not limited to, golf courses and parks which do not receive water through a municipal
distribution system.
Municipal per capita water use - The sum total of water diverted into a water supply system for
residential, commercial, and public and institutional uses divided by actual population served.
Municipal use - The use of potable water within or outside a municipality and its environs whether
supplied by a person, privately owned utility, political subdivision, or other entity as well as the use
of sewage effluent for certain purposes, including the use of treated water for domestic purposes,
fighting fires, sprinkling streets, flushing sewers and drains, watering parks and parkways, and
recreational purposes, including public and private swimming pools, the use of potable water in
industrial and commercial enterprises supplied by a municipal distribution system without special
construction to meet its demands, and for the watering of lawns and family gardens.
Municipal use in gallons per capita per day - The total average daily amount of water diverted
or pumped for treatment for potable use by a public water supply system. The calculation is made
by dividing the water diverted or pumped for treatment for potable use by population served.
Indirect reuse volumes shall be credited against total diversion volumes for the purpose of
calculating gallons per capita per day for targets and goals.
Pollution - The alteration of the physical, thermal, chemical, or biological quality of, or the
contamination of, any water in the state that renders the water harmful, detrimental, or injurious to
humans, animal life, vegetation, or property, or to the public health, safety, or welfare, or impairs
the usefulness or the public enjoyment of the water for any lawful or reasonable purpose.
Public water supplier - An individual or entity that supplies water to the public for human
consumption.
Regional water planning group - A group established by the Texas Water Development Board to
prepare a regional water plan under Texas Water Code, §16.053.
Retail public water supplier - An individual or entity that for compensation supplies water to the
public for human consumption. The tern does not include an individual or entity that supplies water
to itself or its employees or tenants when that water is not resold to or used by others.
Reuse - The authorized use for one or more beneficial purposes of use of water that remains
TCEQ-10218 (Rev. 11-5-04)
Page 9 of 11
unconsumed after the water is used for the original purpose of use and before that water is either
disposed of or discharged or otherwise allowed to flow into a watercourse, lake, or other body of
state-owned water.
Water conservation plan - A strategy or combination of strategies for reducing the volume of water
withdrawn from a water supply source, for reducing the loss or waste of water, for maintaining or
improving the efficiency in the use of water, for increasing the recycling and reuse of water, and for
preventing the pollution of water. A water conservation plan may be a separate document identified
as such or may be contained within another water management document(s).
Water loss - The difference between water diverted or treated and water delivered (sold). Water loss
can result from:
1. inaccurate or incomplete record keeping;
2. meter error;
3. unmetered uses such as firefighting, line flushing, and water for public buildings and
water treatment plants;
4. leaks; and
5. water theft and unauthorized use.
Wholesale public water supplier - An individual or entity that for compensation supplies water
to another for resale to the public for human consumption. The term does not include an individual
or entity that supplies water to itself or its employees or tenants as an incident of that employee
service or tenancy when that water is not resold to or used by others, or an individual or entity that
conveys water to another individual or entity, but does not own the right to the water which is
conveyed, whether or not for a delivery fee.
TCEQ-10218 (Rev. 11-5-04)
Page 10 of 11
Texas Commission on Environmental Quality
III("
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TCEQ
PROFILE & WATER CONSERV A TION PLAN
REQUIREMENTS FOR WHOLESALE PUBLIC
WATER SUPPLIERS
This form is provided to assist wholesale public water suppliers in water conservation plan development. Information
from this form should be included within a wholesale public water supplier water conservation plan. If you need
assistance in completing this form or in developing your plan, please contact the conservation staff of the Resource
Protection T earn in the Water Supply Division at (512) 239-4691.
Name of Entity:
City of Paris
Address & Zip:
Telephone Number:
Form Completed By:
P.o. Box 9037, Paris, TX 75461-9037
(903) 784-2464 Fax: (903) 784-4809
Rodnev L. Brashier
Title: Envi ronmental Services Supervisor
Signature:. Date: ~ - 8 -øZC:;GJ 5
Name and Phone Number ofP rson epartment responsible for implementing a
water conservation program: Citv of Paris Utilities Department (903) 784-2464
. PROFILE.
I.
WHOLESALE SERVICE AREA POPULATION AND CUSTOMER DATA
A. Population and Service Area Data
1. Service area size in square miles:
(attach a copy of service-area map)
2. Current population of service area:
3. Current population served for:
a. water 26,374
b. wastewater 25,315
4. Population served for previous 5.
five years:
43.703
26,374
Projected population for
service area in the following
decades:
TCEQ-20162 (11-5-04)
Page 1 of 10
Year Population Year Population
2000 25,898 2010 28,048
2001 26,017 2020 30,190
2002 26,136 2030 32,192
2003 26,255 2040 34,194
2004 76,374 2050 34..194
6.
List source or method for the calculation of current and projected population:
2001 through 2004: 2000 census plus rate of increase 1990
through 2000.
2010 through 2050: Texas Water Development Board projections.
B.
Customers Data
List (or attach) the names of all wholesale customers, amount of annual contract, and
amount of the annual use for each for the previous year:
(1)
(2)
Lamar County WSD
Marvin-Jennings-
Clardy. \<!SC
Contracted Amount
(acre-feet)
4,112.31
Previous Year Amount of
Water Delivered (acre-feet)
3,134.48
Wholesale Customer
92.07
53.70
(3)
(4)
(5)
II.
WATER USE DATA FOR SERVICE AREA
A.
Water Delivery
Indicated if the water provided under wholesale contracts is treated or raw water and
the annual amount for each for previous year:
Treated
Total amount delivered or sold for previous year (acre-feet)
1,188.18
TCEQ-20162 (11-5-04)
Page 2 of 10
Raw
0
B. Water Accounting Data
1. Total amount of water diverted at point of diversion(s) for previous five years
(in acre-feet) for all water uses:
Year 2000 2001 2002 2003 2004
January 994.53 1319.25 1 '18'1. Ó I) 1061.23 1030.76
February 806.03 1060.77 1130.91 990.37 990.84
March 790.8ó 1097.50 1136.32 10?1.7& 975.83
April 932.35 1278.25 1208.86 1080.79 987.08
May 1047.08 1314.59 1186.04 1374.62 1277.Q4
June 1054.81 1400.37 1344.13 1198.05 1218.32
July 1534.52 1817.06 1562.73 1585.54 1539.27
August 1975.69 1880.11 1801.72 1733.99 1593.73
September 1ó74.20 1436.91 1571.23 1329.20 1510.22
October 1349.58 1310.98 1398.17 1296.08 1314.97
November 1111.87 1141.26 1190.9R 1081.90 1104.28
December 1260.16 1255.60 1120.34 1135.45 1116.54
Total 14,531.68 16,312.65 16,035.08 14,890.96 14,709.78
2.
Wholesale population served and total amount of water diverted for
municipal use for previous five years:
-2000
2001
2002
22.601
22,793
22,985
Total Annual Water Diverted for Municipal
Use (acre feet)
2,988.79
2..748.98
2,576.34
1,01)1).R?
3..188.18
Year Total Population Served
2003 ?1,177
2004 23..367
Projected Water Demands
c.
If applicable, project and attach water supply demands for the next ten years using
information such as population trends, historical water use, and economic growth
in the service area over the next ten years and any additional water supply
requirement from such growth.
III.
WATER SUPPLY SYSTEM DATA
A.
Water Supply Sources
TCEQ-20162 (11-5-04)
Page 3 of 10
List all current water supply sources and the amounts authorized with each:
Source
Amount Authorized
12,000
acre- feet/ Y r
acre- feet
acre- feet / Y r
Surface Water: Pat Mavse Lake
Groundwater:
Oth~: Surface Water, Lake Crook
61,610
B.
Treatment and Distribution System (if provide treated water)
1.
Design daily capacity of system:
32.3
MGD
2.
Storage Capacity: Elevated
4.0
MGD, Ground
10.5
MGD
3.
Please describe the water system and attach. Include the number of
treatment plants, wells, and storage tanks. If possible, attach a sketch of
the system layout.
IV.
WASTEWATER SYSTEM DATA
A.
Wastewater System Data (if applicable)
1.
Design capacity of wastewater treatment plant(s):
7.25
MGD
2.
Briefly describe the wastewater system(s) of the area serviced by the
wholesale public water supplier. Describe how treated wastewater is
disposed of. Where applicable, identify treatment plant(s) with the TCEQ
name and number, the operator, owner, and, if wastewater is discharged, the
receiving stream. If possible, attach a sketch or map which locates the
plant(s) and discharge points or disposal sites.
Wastewater Data for Service Area (if applicable)
B.
1.
Percent of water service area served by wastewater system:
96
%
2.
Monthly volume treated for previous three years (in 1,000 gallons):
Year 2002 2003 2004
January 137,810 121,120 103,050
February 154,580 125,590 130,510
March 159,890 140,080 125,120
April 1f1C},ORO c}fI,fliO 100,740
May 138..600 96..290 102..450
June 99,050 95,400 139,970
July 103,830 97,490 110,730
August 93,870 97,070 97,260
September 94,750 100,320 88,120
TCEQ-20162 (11-5-04)
Page 4 of 10
October 133,930 89,730 107,640
November 110,590 95,990 137,820
December 145,970 93,830 132,510
Total 1.546.950 1.249.540 1.375.920
TCEQ-20162 (11-5-04)
Page 5 of 10
lŒQUIREMENTS .FORWA TERCO N SERVA TION
PLANS FOR WHOLESALEPUBLI CWATERS UPPLIERS
In addition to the description of the wholesaler's service area (profile from above), a water
conservation plan for a wholesale public water supplier must include, at a minimum,
additional information as required by Title 30, Texas Administrative Code, §288.5. Note: If
the water conservatimLnJan does no~ormation for each requirement.. an
ex lanation must be included as to wh the re uirement is not a licable.
Specific, Quantified 5 & 10-Year Targets
The water conservation plan must include specific, quantified five-year and ten-year targets
for water savings including, where appropriate, target goals for_municipal use in gallons per
capita per day for the wholesaler's service area, maximum acceptable unaccounted- for water,
and the basis for the development of these goals. Note that the goals established by
wholesale water suppliers under this subparagraph are not enforceable.
Metering Devices
The water conservation plan must include a description as to which practice(s) and/or
device(s) will be utilized to measure and account for the amount of water diverted from the
source(s) of supply.
Record Management Program
The water conservation plan must include a monitoring and record management program for
determining water deliveries, sales, and losses.
MeteringlLeak-Detection and Repair Program
The water conservation plan must include a program of metering and leak detection and
repair for the wholesaler's water storage, delivery, and distribution system.
Reservoir Systems Operations Plan
The water conservation plan must include a reservoir systems operations plan, if applicable,
providing for the coordinated operation of reservoirs owned by the applicant within a
common watershed or river basin. The reservoir systems operations plans shall include
optimization of water supplies as one of the significant goals of the plan.
Contract Requirements for Successive Customer Conservation
The water conservation plan must include a requirement in every water supply contract
entered into or renewed after official adoption of the water conservation plan, and including
any contract extension, that each successive wholesale customer develop and implement a
water conservation plan or water conservation measures using the applicable elements of this
TCEQ-20162 (11-5-04)
Page 6 of 10
chapter. If the customer intends to resell the water, then the contract between the initial
supplier and customer must provide that the contract for the resale of the water must have
water conservation requirements so that each successive customer in the resale of the water
will be required to implement water conservation measures in accordance with the provisions
of Title 30 TAC Chapter 288.
Enforcement Procedure & Official Adoption
The water conservation plan must include a means for implementation and enforcement,
which shall be evidenced by a copy of the ordinance, rule, resolution, or tariff, indicating
official adoption of the water conservation plan by the water supplier; and a description of
the authority by which the water supplier will implement and enforce the conservation plan.
Coordination with the Regional Water Planning Group(s)
The water conservation plan must include documentation of coordination with the regional
water planning groups for the service area of the wholesale water supplier in order to ensure
consistency with the appropriate approved regional water plans.
Example statement to be included within the water conservation plan:
The service area of the (name of water supplier) is located within the
(name of regional water planning area or areas) and (name of
water supplier) has provided a copy of this water conservation plan to the
(name of regional water planning group or groups).
Plan Review and Update
Beginning May 1, 2005, the wholesale water supplier shall review and update its water
conservation plan, as appropriate based on an assessment of previous five-year and ten-year
targets and any other new or updated information. A wholesale water supplier shall review
and update the next revision of its water conservation plan not later than May 1,2009, and
every five years after that date to coincide with the regional water planning group. The
revised plan must also include an implementation report.
Best Management Practices Guide
On November 2004, the Texas Water Development Board's (TWDB) Report 362 was completed by the Water
Conservation Implementation Task Force. Report 362 is the Water Conservation Best Management Practices (BMP)
Guide. The BMP Guide is a voluntary list of management practices that water users may implement in addition to the
required components o/Title 30, Texas Administrative Code, Chapter 288. The BMP Guide is available on the TWDB's
website at the link below or by calling (512) 463-7847.
TCEQ-20162 (11-5-04)
Page 7 of 10
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II 1tWM
Description of Water and Wastewater Systems
Water Treatment
Design capacity: 32.3 MGD
Conventional treatment plant utilizing coagulation/flocculation, sedimentation, filtration,
disinfection, pH adjustment and fluoridation. Activated carbon and potassium
permanganate used as needed for taste and odor control.
4 Sedimentation Basins, 10 Filters.
Elevated Storage: 1-2.5 MG
1-1.0 MG
1-0.5 MG
3-4.0 MG Total
Ground Storage: 1-4 MG
3-2 MG
1-0.5 MG
5-10.5 MG Total
Total Storage: 8 Units, 14.5 MG
Distribution System: 251.2 Miles
.
.
Wastewater Treatment
Design Capacity: 7.25 MGD
Primary and secondary wastewater treatment utilizing extended aeration, activated sludge
bio-tower trickling filter, and chlorination/dechlorination treatment methods.
2-5 channel orbital system "race tracks"
3-Clarifiers
AT AD sludge facility
Collection System: 18 Lift Stations, 3 Flow Equalization Basins
Discharge of effluent is to Hicks Creek, thence to Pine Creek, thence to Red River
Segment 0202 by TPDES permit no. 10479-002. The class "A" sludge produced is land
applied by permit for beneficial use on 152 acres used for cattle grazing and hay
production.
.~
ORDINANCE NO.
2003-024
AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF PARIS,
PARIS, TEXAS, PROVIDING THAT THE CODE OF ORDINANCES, CITY
OF PARIS, BE AMENDED BY REVISING SUBSECTIONS (b) AND (c) O~
SECTION 34-22 OF SAID CODE TO ESTABLISH WATER RATES FOR
RESIDENTIAL, COMMERCIAL, AND INDUSTRIAL CUSTOMERS THAT
ARE BASED UPON THE COST TO SERVE EACH CLASS; BY REVISING
SUBSECTIONS (a), (b), AND (c) OF SECTION 34-23 TO ESTABLISH A
SEWER SERVICE RATE FOR CITY WATER CUSTOMERS; PROVIDING
FOR A PENALTY NOT TO EXCEED $2,000.00; REPEALING ALL
ORDINANCES OR PARTS OF ORDINANCES IN CONFLICT HEREWITH;
AND PROVIDING FOR AN EFFECTIVE DATE.
\YHEREAS, on the 17th day of March, 2003, the City Council of the City of Paris, Paris,
Texas, received a water and sewer rate study prepared by Reed, Stowe & Yanke, Inc. with certain
fmdings and proposed rate increases for water and sewer; NOW THEREFORE,
BE IT ORDAThTED BY THE CITY COUNCIL OF THE CITY OF PARIS:
'.
Section 1. That the findings set out in the preamble to this ordinance are hereby in all
things approved.
Section 2. That Subsections (b) and (c) of Section 34-22 of the Code of Ordinances of the
City of Paris, Paris, Texas, be, and the same are hereby, amended so that such shall read as
follows:
"Sec. 34-22. 'Vater rates.
"
"(b) Charges for water furnished by the City, measured in cubic feet, are
established as follows based upon customer class and meter size and incorporate a
base monthly cost which includes the cost for the flIst increment of water, and a
cost per one hundred (100) cubic feet or portion of one hundred (100) cubic feet
used above the flISt increment: .
Page 1 of 4
. '
RESIDENTIAL CLASS
METER SIZE
(Inches)
BASE COST FOR FIRST
INCREMENJ
(In Cubic Feet)
SERVICE IN
EXCESS OF BASE
(For Each Additional 100 Cubic Feet)
5/8 through 3/4
1 and Larger'
$7.00 for fIrst 200
$34.00 for first 1,000
$2.45
$2.45
COMMERCIAL/INDUSTRIAL CLASS
BASE COST FOR FIRST SERVICE IN
METER. SIZE IN CREMENJ EXCESS OF BASE
(IncMs) (In Cubic Feet) (For Each Additional 100 Cubic Feet)
5/8 through 3/4 $8.50 for fITst 200 $2.45
1 through 2 $34.00 for fust 1,000 $2.00
Larger than 2 $120.00 for first 3,000 $2.00
n(c) An optional charge for water furnished by the City, measured in cubic feet,
to customer~ serviced .by meters greater than three (3) inches in size, the minimum
monthly chårge of which is guaranteed by the customer for a minimum period of
one (1) year, is established as follows:
COMMERCIAL/INDUSTRIAL CLASS
METER SIZE
(Inches)
BASE COST FOR FIRST
INCREMENT
(In Cubic Feet) .
SERVICE IN
EXCESS OF BASE
(For Each Additional 100 Cubic Feet)
4
6
8 and larger
$2,000.00 for first 100,000
$3,000.00 for first 150,000
$4,000.00 for fITst 200,000
$2.00
$2.00
$2.00"
Section 3. That Subsections (a), (b), and (c) of Section 34-23 of the Code of Ordinances
of the City of Paris, Paris, Texas, be, and the same are hereby, amended so that such shall read
as follows:
IISec.34-23. Se'wer rates - For customers using City ,yater.
II (a) Charges for sewer service furnished by the City to residential, commercial
and industrial customers shall be based upon customer class and meter size,
incorporating a base monthly cost for the flist increment of usage and a cost for
each additional one hundred (100) cubic feet or portion of one hundred (100) cubic
Page 2 of 4
".. ..:
feet above the first increment, as follows:
RESIDENTIAL CLASS
METER SIZE
(Inches)
BASE COST FOR FIRST
INCREMENT
In Cubic Feet)
SER VICE IN
EXCESS OF BASE
(For Each AdditžonallOO Cubic Feet)
5/8 through 3/4
1 and Larger
$7.50 for first 200
$36.00 for first 1000
$3.25 .
$3 .25
COMMERCIAL/INDUSTRIAL CLASS
'. ~
BASE COST FOR FIRST SERVICE IN
METER SIZE INCREMENT EXCESS OF BASE
(Inches) (In Cubic Feet) (For Each Additional 100 Cubic Feet)
5/8 through 3/4 $10.50 for fust 200 $3.40
1 through 2 $36.00 for fIrst 1000 $3.40
Larger than 2 $62.00 for fust 2,000 $3.40
" (b) Monthly residential customers' wastewater volume for purposes of assessing
the sewer charge shall be based upon one hundred (100) percent of the actual
metered potable water consumption averaged for the preceding November, January ,
and February consumption, which shall be known as the "flat winter average." If
no historical \vater consumption data is available for a customer, that customer's
wastewater volume shall be based upon the flat \vinter average for the residential
class.
"Monthly commercial and industrial customers' wastewater volume shall be based
upon one hundred (100) percent of the actual metered potable water consumption,
except those customers whose wastewater is metered, and their volume shall be
based upon one hundred (100) percent of the metered \vastewater. The fanner
shall be billed for one hundred (100) percent of the metered potable water and the
latter shall be billed for one hundred (100) percent of the metered wastewater."
"(c) Users desiring to discharge sewage into the City's sewerage system, the
strength of which sewage exceeds two hundred fifty (250) parts per million
Biochemical Oxygen Demand (BOD), two hundred fifty (250) parts per million of
Total Suspended Solids, (T55), or thirty (30) parts per million of ammonia (NH3)'
and which is acceptable under Article III of this chapter, may do so upon \vritten
permission of the City and by paying a monthly treatment charge in the amount of
sixty-five cents ($0.65) per pound of Biochemical Oxygen Demand (BOD) in
excess of the allo\vable Biochemical Oxygen Demand (BOD); thirty-four cents
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" -.
.: ., þoO
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($0.34) per pound of Total Suspended Solids (TSS) in excess of the allowable Total
Suspended Solids (TSS); and forty-seven cents ($0.47) per pound of ammonia
(NH3) in excess of the allowable ammonia strength. The City shall make the
necessary tests of the user's sewage strength to determine this charge. The charge
prescribed by this subsection shall be in addition. to the charges prescribed in
subsection (a) hereof. The above described excessive strength surcharge rates may
be recalculated immediately after the adoption of the annual budget, using the
amount budgeted as cost and actual operational characteristics for the most recently
completed twelve-month period for plant loading. Such recalculated rates ~hall
become effective when adopted by the City Council or on September 1, whichever
occurs first."
Section 44. That the rates established in Sections 2 and 3 above will be effective with
billings beginning July 1, 2003.
Section 5. 'Any person violating any of the provisions of this ordinance shall be guilty of
a Misdemeanor, and, upon conviction, shall be fmed in any sum not to exceed $2,000.00, and
each and every day's continuance of any violation of the above-enumerated section shall constitute
and be deemed a separate offense.
"
Section 6. All ordinances or parts of ordinances in conflict herewith are hereby expressly
repealed.
Section 7. This ordinance shall become effective on July 1, 2003.
PASSED AND ADOPTED this 16th day of June, 2003.
U
Curtis Fendley, Mayo
ATTEST:
Mattie Cunningham, City Clerk
APPROVED AS TO FOR.1"\1:
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