MEMORANDUM
New Mexico Office of the State Engineer
Water Use and Conservation Bureau
Date: October 18, 2004
To: Jim Sizemore, Water Rights Division
CC: Tom Morrison, Hydrology Bureau
Through: John W. Longworth
From: Mara Smith
Subject: Village of Ruidoso 40-Year Water Plan (dated February 2004)
_________________________________________________________
SUMMARY
The Water Use & Conservation Bureau of the State Engineer Office
has reviewed the 40-Year Water Plan for the Village of Ruidoso
("the Village"), dated February 2004, and has found that it
is not acceptable.
It is necessary that additional efforts be undertaken to:
1) characterize available water supply and water sustainability over
the 40-year period.
2) re-calculate the projected water demand/diversion over the 40-year
period;
3) develop a water audit program, a leak detection/repair program,
and a system maintenance program aimed to reduce and deep the system
water loss within a reasonable amount,
4) prepare a water conservation plan, which includes new conservation
measures that the Village will develop, schedule for their
implementation, and identification of the methods that will be used to
evaluate the effectiveness of each measure,
5) prepare a drought management plan, which will include trigger
criteria, a phased management strategy and level of response, actions
that will be taken in each phase, and establishment of a drought task
force to coordinate communication, mitigation and emergency actions.
SPECIFIC COMMENTS
Profile of the water supplier & of the water sources
The 40-year water plan for the Village of Ruidoso provides a
description of the water rights, of the water distribution system, and
the history of water demand and production for the past nine (9) years.
It should also contain a description of the drinking water treatment
plants and of the wastewater treatment plant.
Section 4.1 contains a list of the sources of water supply in the
Eagle Creek and in the Rio Ruidoso basins. It also includes statements
such as "11 active wells capable of together producing peak
production capacity of approximately six mission gallons per day",
and "sustainable well capacity from the existing wells under
normal or non-drought conditions". These are troubling
statements, in light of the fact that the Plan does not contain any
specific technical data about surface and
Village of Ruidoso
40- Year Water Plan
October 18, 2004
Page 2 of 4
groundwater sources to substantiate the estimates, and nowhere in the
Plan there is a discussion of their sustainability over the planning
period. Further, speaking of sustainable capacity of the wells under
"normal or non-drought conditions" is not technically sound
and not helpful for the understanding of the sustainability of the water
sources.
The Plan should contain, at a minimum, geological cross sections,
thickness of th water bearing formations, history of annual water levels
and yields of the Village wells, aquifer characteristics, response to
climatic conditions, monthly stream flows and
maximum-average-median-minimum flows, relationship between precipitation
and runoff, monthly reservoirs levels, watershed management practices.
Water conservation measures
The Plan states that the Village total water use has declined
approximately 9% from 2000 to 2003. It is not clear (as noted on page
1-8) if the decline is due to adopted water conservation measures, to
the measures aimed to restrict outdoor watering during drought years, or
to drought conditions and forest fires which kept away part-time
residents and visitors.
The Plan states (pages 1-29) that Ruidoso has enacted a number of
measures to effectively reduce water use over the past eight years, but
then it describes only waterline replacement program, citizen
information through announcements, and encouragements to conserve water
by sighs and messages in hotels.
The Plan describes an ordinance that restricts outdoor use of water
under three (3) sets of conditions, which are: Phase 1-Normal Conditions
)odd-day outdoor watering, but not between 10 AM and 3 PM), Phase 2 -
Drought conditions (outdoor watering only one day per week, but not
between the aforementioned hours), and Phase 3 - Extreme Drought
Conditions (all outdoor watering is prohibited). Although this ordinance
is listed as one of the water conservation measures, in reality it only
regulates landscape irrigation during "normal" conditions, and
prohibits it during periods of extreme drought. Also, it does not
describe which criteria the managers use to determine the three
different "conditions", and what triggers the two drought
phases.
The Plan states that the Village's goal is to reduce by 15% the per
capita water use during the next 40 years. Water conservation measures
currently being developed include modifications to the current water
rate structure (which is not described), and a rebate incentive program
("water bucks") that would provide rebates or credits for
installation/retrofit of water-saving appliances, fixtures, landscaping,
etc.
This is not a water conservation plan, it is just a list of
conservation measures outlined in general terms, without any
explanations as to why they have been chosen and how effective they will
be. For instance, while one of the listed planned measures is
"retrofit of landscaping". the Plan does not contain a
breakdown of indoor and outdoor residential and commercial water use,
and therefore it is not possible to estimate how much water will be save
by reducing turf areas if the current outdoor water use is not known.
Village of Ruidoso
40- Year Water Plan
October 18, 2004
Page 3 of 4
It is essential that the Village identify the conservation measures
best suited for the local setting, through the analysis of the current
water uses. Then the Village can proceed to prepare a practical water
conservation plan, which includes selected actions, schedules of
implementation, and identification of methods that will be used to
evaluate the effectiveness of each action.
It is also essential that the Village prepare a drought management
plan, which will be implemented when droughts occur. the plan must
include:
* Trigger criteria
* A phased management strategy and level of response
* Actions that will be taken in each phase
* Establishment of a drought task force to coordinate communications,
mitigation and emergency actions.
Water losses
The Plan contains the history of "billed/metered water use"
(Table 3.2) for the time-period 1997 thru 2003, and of "produced
treated water" (Table 3.3) for the time-period 1995 through 2003.
Based on these two tables, the Plan concludes that the water losses
decreased from 41.8% in 1998 to30.3% in 2003.
The Plan does not include the annual diversion records for the same
period of record, and the breakdown into diverted water, produced water,
and billed water. Also it does not include a description of the drinking
water treatment plants, and therefore it is not know now much water is
"lost" during the treatment process. In short, it does not
provide the whole picture of how much water enters the system, and where
and why and how much water is lost.
The Plan state (page 1-30) that the reduction from 41.8% to 30.3% is
due to the waterline replacement program started in 1996, and that
"over the long term water leakage reduction due to this program
will be significant". However, this statement is
contradicted by other statements, tables, and projections contained in
the Plan.
More specifically, the Plan re-names the very same losses
"Production Losses" in Table 3.5 (page 1-15). This table
shows a reduction from 41.8% in 1998 to 30.3% in 2003, but it indicates
that the "Production Losses" will increase to 37.5% in 2004,
and will stabilize to this level all the way to 2044. Furthermore,
Table 3.7 (page 1-17) ads to the 37.5% losses another 9.5% of
"Diversion Losses". Incidentally, this boils down to the fact
that currently 30.3% of the Village's water is not billed, and that the
Village anticipates that around 47% of the water diverted in 2044 will
not be billed. This is not acceptable.
The consultants do not explain, in the Plan, what they mean with the
terms "production, diversion, and total, water losses.
It is essential that the Village undertake a serious water audit
program, to identify and quantify the "real water losses" and
the "apparent water losses". Real losses are the physical
losses of water from the distribution system, and include water
"lost" in the drinking treatment process, tank overflow, and
leakage of pipes. Apparent losses (or "paper losses") include
customer meter
Village of Ruidoso
40- Year Water Plan
October 18, 2004
Page 4 of 4
inaccuracies, billing errors, all unauthorized consumption (such as
meter tampering, unauthorized tapping into service mains, illegally
opening fire hydrants, etc.), data analysis errors, and poor accounting.
Having a reliable water audit is the foundation of proper resource
management for drinking water utilities, and will enable the Village to
develop a sound water accounting program, and a water loss control
program, which will reduce and keep the losses to a reasonable
(unavoidable) amount.
It is suggested that the Village refer to the recent projects,
publications and articles by the American Water Works Association
(available at