Transcript Document

REVIEW OF GROUNDWATER HYDROLOGY ASSOCIATED WITH SPRING FLOWS
AT BITTER LAKE NATIONAL WILDLIFE REFUGE (BLNWR), NEW MEXICO
Jennifer L. Smith, James T. McCord, PhD, P.E., Jodi A. Clark
Dan Rubin, Sara L. Rhoton, P.E., Nic Medley
HYDROSPHERE RESOURCE CONSULTANTS
115A Abeyta Street, Socorro, NM 87801; [email protected]
NEW MEXICO INTERSTATE STREAM COMMISSION
Bataan Memorial Building, Room 101, Santa Fe, NM 87504
INTRODUCTION and MOTIVATION
ABSTRACT
The Endangered Species Act (ESA) states that a species may be threatened or endangered due to one or more of five factors, including the present or threatened destruction,
modification, or curtailment of its habitat or range. In 2002, the Fish and Wildlife Service (FWS) proposed listing three springsnails (Roswell springsnail, Koster’s tryonia, and
Pecos assiminea) and one amphipod (Noel’s amphipod) with identified critical habitat within the boundaries of the Middle Unit of BLNWR along the Pecos River near Roswell.
The 2002 listing document implicates pumping of shallow and deep groundwater in the Roswell Basin as one of the primary contributors to the habitat loss and consequent
decline of the species in New Mexico.
To evaluate the hypothesis that groundwater pumping is a primary threat to the species and their habitat, we undertook a detailed review and evaluation of newly available
hydrologic information, data, and conceptual models. The degree to which a relationship between spring flows and groundwater pumping can be established will help
determine the extent to which groundwater pumping may or may not affect the proposed critical habitat.
This review provides an overview of the groundwater hydrology at BLNWR
along the Pecos River near Roswell, New Mexico. The primary focus was
to evaluate the threat of groundwater depletion due to pumping on
proposed critical habitat springs of three springsnails and one amphipod
identified in a draft Endangered Species Act listing published in the 2002
Federal Register.
Resource indicators examined to assess BLNWR spring response to
environmental stresses included groundwater levels, elevation of the critical
habitat springs, and spring flows at BLNWR. Model runs using the OSE
Roswell Basin Groundwater Model were used to separate effects of
historical drought from groundwater pumping. A transient capture zone
analysis was performed to examine areas of potential contamination threats
to the aquifer source area for the springs. Future scenarios without and
with the Lower Pecos Adjudication Settlement Agreement were considered
to evaluate the impact of groundwater pumping on spring flows.
Principal findings include:
(1) Regional groundwater levels reached a minimum in the late 1970s and
generally have been rising since.
(2) The historical record indicates that critical habitat spring source flows
have not ceased flowing since at least 1940, even during historical
droughts.
(3) Development immediately west of BLNWR may constitute a threat to
spring water quality.
(4) State administration of groundwater, which began in earnest after 1967
adjudication, will assure that future pumping will not exceed historical
maximums.
(5) The Lower Pecos Adjudication Settlement and associated actions will
provide significant conservation measures to protect the species from
groundwater depletion.
(6) An extended drought exceeding historical conditions is the most likely
threat to BLNWR proposed critical habitat’s future water supply.
METHODS
To evaluate the impact of groundwater pumping on spring flows on the Middle Unit of
BLNWR, we considered the hydrology in both historical and future contexts.
Historical Conditions
Precipitation
Since BLNWR founding in 1937, the 1950s represents the most significant drought
period. The period from the early-1980s to mid-1990s was generally wet.
Resource Indicators
Spring Flows
The elevation of the proposed critical habitat source springs ranges from 3,470 to
3,490 feet. Balleau et al. (1996; 1999) developed a conceptual model suggesting that
essentially all spring discharge at BLNWR Middle Unit results from upwelling of
artesian aquifer waters into the surface water hydrologic system (including Bitter
Creek; flow at the Bitter Creek Flume is illustrated in Figure 2).
The Middle Unit spring complexes which supply BLNWR have not ceased flowing since
regular measurements began in the 1940s. This includes periods of heavy pumping
and drought.
Bitter Creek Flume
Middle Unit
Groundwater Levels
Artesian water levels were measured at the lowest recorded in 1975, presumably the
result of the preceding drought. Water levels in both the artesian and alluvial aquifers
have generally been rising since the 1970s (Figure 3). Water levels in the Berrendo
artesian well are generally 40 to 60 feet higher than those in the Middle Unit alluvial
Well.
Berrendo Well
Groundwater Pumping
A key concern is the possibility that groundwater pumping represents a threat to the
springs. Artesian aquifer pumping has remained relatively constant since the mid1950s; alluvial aquifer pumping has decreased by about 33% since its peak (Figure 4).
Despite the relatively constant pumping in the artesian aquifer, water levels have risen
significantly.
Identified
Critical Habitat
Areas
Figure 1. Location of BLNWR and the Middle Unit
along the Pecos River near Roswell, NM. Areas
identified as critical habitat for the species are
highlighted.
The OSE Roswell Basin Model was employed to help disaggregate the effects of
pumping from recharge. The “variable recharge” model used measured pumping along
with recharge based on precipitation and tributary flow data. The “constant recharge”
model used the same pumping record but held recharge constant at the 1967 value.
One can interpret the difference between the hydrographs in Figure 5 to indicate the
effects of increased recharge in the 1980s.
Flow at Bitter Creek Flume
4.6
10.7
2.1
Observed and Simulated Water Elevations at Model Cell (2,24,20)
in the Carbonate Aquifer at Bitter Lakes
Total Regional Pumping in the Roswell Basin Model Area
500,000
1.6
450,000
1.4
400,000
1.2
350,000
1.0
0.8
0.6
3,560
SIMULATED WITH VARIABLE RECHARGE
3,550
Water Level Elevation (ft msl)
1.8
Pumping (AFY)
300,000
250,000
200,000
3,540
3,530
Contamination Threats
Threats to the proposed species from surface and groundwater contamination are an
important issue. We performed a transient capture zone analysis for both the alluvial
and artesian aquifers. Results indicate that development on private lands immediately
west of the refuge may constitute a threat to spring water quality (Figure 6).
3,520
3,510
3,500
3,490
0.4
150,000
Figure 2. Flow at Bitter Creek Flume (located upstream from BLNWR)
indicates that spring flow supplying Bitter Lake have remained flowing and
relatively constant (data from FWS / Paul Tashjian).
1955
1960
3590
1970
1975
1980
1985
1990
1995
2000
B
10S.24E.21.212222 - Berrendo
(Artesian)
10S.25E.27.32123 - Shallow
Alluvial
10S.25E.22.32412 - Artesian
3570
10S.25E.10.411144 - Shallow
Alluvial
10S.25E.10.243143 - Shallow
Alluvial
Middle Unit Well - Alluvial
3550
10S.24E.13.233331 - Shallow
Alluvial
10S.24E.24.33131 - Shallow
Alluvial
10S.25E.08.33432 - Shallow
Alluvial
10S.24E.35.444334 - Shallow
Alluvial
10S.24E.35.413334 - Artesian
3530
3510
Southern Impoundment
Elevation
Range of elevations for
springs providing habitat
for listed invertebrates.
Feb-54
Dec-60
Oct-67
Aug-74
Jun-81
Apr-88
Mar-95
Jan-02
Date
Figure 3. Historical water levels in wells in the vicinity of BLNWR. Artesian
water levels have remained well above the range of spring elevations.
1/3/1999
1/2/1997
1/3/1995
1/2/1993
1/2/1989
1/2/1991
•A combination of extreme pumping and drought conditions was experienced in the Roswell
basin in the mid-1970s. The Middle Unit springs that supply water to the proposed critical
habitat continued to flow throughout this period.
•Development immediately west of BLNWR may constitute a threat to spring water quality.
•State administration of groundwater increased after 1967 adjudication and will assure that
future pumping will not exceed historical maximums. Additionally, the Lower Pecos
Adjudication Settlement and associated actions will provide significant conservation
measures.
ACKNOWLEDGEMENTS
3490
Apr-47
CONCLUSIONS
It is our opinion that future local and regional groundwater pumping does not represent a
serious threat to spring flows. A serious and extended drought exceeding historical conditions
constitutes a more probable threat to BLNWR proposed critical habitat’s future water supply
than groundwater depletion through human activity.
Bitter Lake Elevation
3470
Jun-40
1/2/1987
1/1/1985
1/2/1983
1/1/1981
1/1/1979
Figure 5. Observed and simulated water elevations in the
carbonate artesian aquifer at BLNWR demonstrate the effects
of increased recharge (precipitation) that occurred in the 1980s.
Figure 4. Total regional pumping in the Roswell Basin Model
area has decreased since adjudication in 1967, particularly in
the alluvial aquifer.
A
Water Levels in Wells in Vicinity of BLNWR
1965
1/1/1977
0
1950
1/1/1975
50,000
3,470
12/31/1972
9/20/2003
3/20/2003
9/20/2002
3/20/2002
9/20/2001
3/20/2001
9/20/2000
3/20/2000
9/20/1999
3/20/1999
9/20/1998
3/20/1998
9/20/1997
3/20/1997
9/20/1996
3/20/1996
9/20/1995
3/20/1995
0.0
ARTESIAN PUMPING
SHALLOW PUMPING
Total Pumping
Linear (ARTESIAN PUMPING)
Linear (SHALLOW PUMPING)
1/1/1971
100,000
Groundwater Pumping
Groundwater rights in the Roswell basin were adjudicated in 1967. The implication is
that pumping in the BLNWR vicinity will not increase over this adjudicated maximum.
The 2003 Lower Pecos Adjudication Settlement calls for actions which will further
decrease pumping stresses on the groundwater system that feeds BLNWR and
attempt to bring the aquifers in the basin back into hydrologic balance as it existed
according to the Compact’s “1947 Condition.”
3,480
12/31/1968
0.2
Water Level (ft msl)
Future Conditions
SIMULATED WITH CONSTANT RECHARGE
1/1/1967
Flow (cfs)
2.0
Figure 6. Development west of BLNWR may constitute a threat to spring water quality, as
illustrated by a MODPATH capture zone analysis computed using OSE’s Roswell Artesian Basin
Groundwater Model for the (A) alluvial and (B) artesian aquifers.
There were a number of references which were utilized in this review and analysis; all of these full references can be found in
the final report (Review of Groundwater Hydrology Associated with Spring Flows at BLNWR, Prepared by Hydrosphere
Resource Consultants for NM Interstate Stream Commission, April 2005). Select key references are listed below:
•Balleau Groundwater, Inc., 1996, Interrelation of Groundwater and Surface Water at Bitter Lake National Wildlife Refuge,
Prepared for U. S. Department of Justice.
•Balleau Groundwater, Inc., 1999, Source-Water Protection Zones for Bitter Lake National Wildlife Refuge, Prepared for U. S.
Fish and Wildlife Service.
•Keyes, E., 2001, Roswell Artesian Basin Groundwater Model Enhancements, Office of the State Engineer Open File Report.
•Tashjian, P., U. S. Fish and Wildlife Service hydrologist, 2004, Spreadsheet of mean flow data collected during the period
1995-2003 at Bitter Creek Flume Station.