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LC ActionPlan LCU Mimbres Rpt 2020Jun Draft STUDY OF SIERRA COUNTY D FT GROUNDWATER AVAILABILITY 1.51, IN PART OF THE MIMBItES BASIN NEAR DYING, LUNA COUNTY 03 NEW MEXICO O �61 o -Hatch` 26 Sierra de Las Uvas 180 �i GRANT COUNTY f�f 6 Deming ---------- prepared f _ R �11 O` Z GVC'� z v o O a U Z Q < z Q CRY of las Crum N .=j O O LAS CRUCES UTILITIES CITY OF LAS CRUCES, NEW MEXICO a JSAI JOHN SHOMAKERASSOCIATES, WATER-RESOURCE •NMENTAL CONSULTANTS ALBUQUERQUE, 40 DRAFT STUDY OF GROUNDWATER AVAILABILITY IN PART OF THE MIMBRES BASIN NEAR DEMING, LUNA COUNTY, NEW MEXICO prepared by Annie McCoy, CPG John W. Shomaker, PhD, CPG JOHN SHOMAKER & ASSOCIATES, INC. Water-Resource and Environmental Consultants 2611 Broadbent Parkway NE Albuquerque, New Mexico 87107 505-345-3407 www.shomaker.com prepared for G�Lc� cnmss cmas Las Cruces Utilities City of Las Cruces, New Mexico June 2020 909q? JSAI DRAFT CONTENTS page 1.0 INTRODUCTION................................................................................................................... 1 1.1 Scope of Work..................................................................................................................... 2 1.2 Cost Estimates...................................................................................................................... 4 1.2.1 Water Rights ................................................................................................................. 4 1.2.2 Wells, Pumps, and Pipeline .......................................................................................... 4 2.0 GROUNDWATER AVAILABILITY..................................................................................... 5 2.1 Target Aquifer...................................................................................................................... 8 2.1.1 Hydrologic Properties................................................................................................... 9 2.1.2 Groundwater Quality .................................................................................................. 10 2.2 Recharge, Pumping, and Groundwater Availability.......................................................... 13 2.2.1 Recharge ..................................................................................................................... 13 2.2.2 Pumping Up-Gradient of the Study Area.................................................................... 13 2.2.3 Groundwater Availability in the Study Area.............................................................. 14 2.3 Water Rights ...................................................................................................................... 18 2.4 Hypothetical Pipeline Route.............................................................................................. 20 2.5 "Strawman" Development Plan......................................................................................... 20 2.5.1 Water Rights ............................................................................................................... 20 2.5.2 Evaluation of Existing Wells ...................................................................................... 22 2.5.3 Application to NMOSE............................................................................................... 22 2.5.4 Environmental Assessment......................................................................................... 23 2.5.5 Planning-Level Cost Estimates and Timeline............................................................. 23 3.0 SUMMARY........................................................................................................................... 25 4.0 REFERENCES ...................................................................................................................... 26 JOHN SHOMAKER& ASSOCIATES, INC. WATER-RESOURCE AND ENVIRONMENTAL CONSULTANTS JSAI DRAFT TABLES page Table 1. Summary of well information and aquifer hydrologic properties for part of the Mimbres Basin near Deming, Luna County,New Mexico ............................................. 9 Table 2. Summary of groundwater quality for part of the Mimbres Basin near Deming, Luna County,New Mexico..................................................................................................... 12 Table 3. Summary of USGS-monitored wells for which hydrographs are presented in Appendix B, for part of the Mimbres Basin near Deming, Luna County,New Mexico............... 16 Table 4. Summary of groundwater rights and permits with diversions over 500 ac-ft/yr for irrigation, industrial, and municipal use in part of the Mimbres Basin near Deming, LunaCounty,New Mexico............................................................................................ 19 Table 5. Summary of Planning-Level Estimated Capital Costs, "Strawman" Development Plan for part of the Mimbres Basin near Deming, Luna County,New Mexico.................... 25 ILLUSTRATIONS page Figure 1. Regional map showing the City of Las Cruces in Dona Ana County, and part of the Mimbres UGW Basin in Luna County,New Mexico, land ownership, and hypotheticalpipeline route.............................................................................................. 3 Figure 2. Map showing the geologic Mimbres Basin in New Mexico,United States, and Mexico, and the study area near Deming,New Mexico. ............................................... 6 Figure 3. Map showing wells for irrigation, dairy (commercial), industrial, mining, and municipal use in part of the Mimbres Basin near Deming, Luna County,New Mexico; Critical Management Areas designated by the State Engineer; and other featuresmentioned in text. ............................................................................................. 7 Figure 4. Map showing wells associated with water rights and permits with diversions greater than 500 ac-ft/yr, and USGS-monitored wells for which hydrographs are presented in Appendix B,for part of the Mimbres Basin near Deming, Luna County,New Mexico. .................................................................................................. 17 JOHN SHOMAKER& ASSOCIATES, INC. WATER-RESOURCE AND ENVIRONMENTAL CONSULTANTS JSAI DRAFT iv APPENDICES (follow text) Appendix A. Wells,water rights, and permits for diversion of groundwater for irrigation, dairy (commercial),industrial, mining, and municipal use in part of the Mimbres Basin near Deming, Luna County,New Mexico Appendix B. Hydrographs for part of the Mimbres Basin near Deming, Luna County, New Mexico JOHN SHOMAKER& ASSOCIATES, INC. WATER-RESOURCE AND ENVIRONMENTAL CONSULTANTS JSAI DRAFT STUDY OF GROUNDWATER AVAILABILITY IN PART OF THE MIMBRES BASIN NEAR DEMING,LUNA COUNTY,NEW MEXICO 1.0 INTRODUCTION John Shomaker & Associates, Inc. (JSAI) has prepared this study of availability of groundwater supply in part of the Mimbres Basin near Deming, New Mexico, following recommendations in the Las Cruces 40-Year Water Development Plan (JSAI, 2017) and the draft document titled Proposed Las Cruces Water-Supply Action Plan based on Las Cruces Utilities 40- Year Water Development Plan,2017,prepared by JSAI for Las Cruces Utilities(LCU) on January 18, 2019 (JSAI, 2019). As an action item to be implemented within a 10-year timeframe, the Action Plan recommended the study of groundwater availability for specific area(s) in the Mimbres Basin, namely near Deming,New Mexico,in the central part of the Mimbres Underground Water(UGW) Basin, about 50 miles west of Las Cruces. The 40-Year Plan contemplated lease or purchase,primarily of agricultural water rights in the area near Deming,and had outlined the amount of water potentially available based on existing water rights, as follows: JSAI has estimated net pumping, that is,the consumptive-use amount that might be physically transferrable, for irrigated agriculture in the Deming area of the Mimbres Basin,to range from 12,000 to 18,000 ac-ft/yr. JOHN SHOMAKER& ASSOCIATES, INC. WATER-RESOURCE AND ENVIRONMENTAL CONSULTANTS JSAI DRAFT 2 1.1 Scope of Work The scope of work for the study of groundwater availability, as documented in this report, includes the following: • Development of a database from State Engineer records of water rights in this area of the basin, including owners, locations of wells, consumptive- use amounts, priority dates, well capacities, ages of wells, and whether wells are in a Critical Management Area. • Summary assessment of water-use history from available records and aerial photography. • Summary of available information on water quality. • Identification of potential pipeline routes, generally following public rights of way. • Preparation of a "strawman" development plan with a preliminary list of rights prioritized according to their suitability for acquisition by Las Cruces, considering size of the right,well capacity,priority date,proof of beneficial use, need for new wells, water quality, distance from LCU infrastructure, and other factors. • Prepare planning-level cost estimates for water-right acquisition, rights of way, capital costs of infrastructure, and annual OM&R costs. Figure 1 presents a regional map showing the City of Las Cruces in Dona Ana County,and the study area within the Mimbres UGW Basin near Deming. JOHN SHOMAKER& ASSOCIATES, INC. WATER-RESOURCE AND ENVIRONMENTAL CONSULTANTS M CIO V a ca cu O C!1 t ~ N m in Q (A (A a =j p U o Oz m o cz O -0 5- C7 m D °p r_ W CL -o C i23 11 > ( Dw GFl1HC7 O O � U •� a`"i m w c cA o a) oO z c n 9n z � m n x cz i L�------J'L AuA lJ1 r I I.% AIN noo VNV VNOa z o AlNf100 t/Nf1l co A cz U 3 ! to a Z �._._.1 Q •cz :, 111 1 O czr � rN.J 0 ° sup � - � m C1 I �- CO C ... N E � bn ❑ — C,3 z P13 Z n r h JSAI DRAFT 4 1.2 Cost Estimates The planning-level costs given in following sections of this report are generic in nature, not based on actual design or specific research. They are intended as broad indicators, and are subject to great uncertainty,particularly for developments many years in the future. 1.2.1 Water Rights A preliminary evaluation of ranch and farm real-estate listings in the Deming area, and discussion with a local realtor, has indicated a current price of about$1,250 per consumptive-use acre-foot per year(CU ac-ft/yr) for groundwater rights associated with irrigated agriculture. For comparison,a price per CU ac-ft/yr of$4,000 was assumed for the recent study of the Nutt-Hockett and Corralitos Basins (JSAI, 2020), similar to mainstem Rio Grande rights. The price in the Deming area of the Mimbres Basin is likely lower than the price of mainstem Rio Grande rights due to the absence of a large non-agricultural water demand that drives prices up (like the subdivisions and municipal systems in the Rio Grande Valley). Prices appear to have fluctuated in recent years. For example, in 2013, a local realtor indicated a price of about $3,000 per CU ac-ft/yr for the Lordsburg area west of Deming, which would likely be analogous to the Deming area. The transaction costs related to a water-right purchase are an important consideration, and are difficult to estimate. The State Engineer administrative process for a transfer is likely to lead to significant legal and consulting fees, and require a year or much more between application and approval. It is typical for an application to be protested, and the time and cost to complete the process often depends on the tenacity of the buyer and seller. Presumably the transaction cost per CU ac-ft/yr would be less for a large tract than for a small one. An educated guess of$40,000 for the transaction cost associated with each purchase is assumed in the estimates below. Based on available information, a price per CU ac-ft/yr of$2,000,plus transaction costs of $40,000 per water right purchased, was arrived at as a basis for the planning-level cost estimates below,recognizing that it is subject to large uncertainty. 1.2.2 Wells,Pumps, and Pipeline The capital costs of infrastructure for the Mimbres Basin are discussed in Sections 2.5.5, below. JOHN SHOMAKER& ASSOCIATES, INC. WATER-RESOURCE AND ENVIRONMENTAL CONSULTANTS JSAI DRAFT 5 2.0 GROUNDWATER AVAILABILITY The geologic Mimbres Basin is a closed basin that lies west of the Lower Rio Grande Basin. The basin covers more than 4,000 square miles in parts of Dona Ana, Luna, Grant, and Sierra Counties in New Mexico, and extends into Mexico. Deming,New Mexico, in the central part of the Mimbres Basin, is about 50 miles west of Las Cruces. Figure 2 presents a map showing the Mimbres Basin, and Figure 3 presents a map showing the current study area in the part of the Mimbres Basin near Deming. The northern part of the Mimbres Basin is dominated by steep north- and northwest- trending mountain ranges, and is bounded by the Black Range, Pinos Altos Range, Big Burro Mountains, and Sierra de Las Uvas. The Continental Divide coincides with the northern and northwestern basin boundaries. The southern part of the basin is bounded by the West Potrillo Mountains and Cedar Mountains in New Mexico. The Mimbres Basin is generally considered a closed basin, although a small part of the basin system watershed (outside the current study area) contributes recharge to the adjacent Mesilla Basin in the Lower Rio Grande, and the southern boundary of the Mimbres Basin is poorly defined in terms of both surface and subsurface-flow regimes (Hawley et al., 2000). The only major stream in the Mimbres Basin is the Mimbres River, which contains perennial reaches upstream of the Grant County-Luna County line, and flows past Deming only during infrequent floods,when water flows beyond the defined channel and spreads out north and east of the Little Florida Mountains (Hanson et al., 1994). The Mimbres Basin is filled with up to 3,500 ft of poorly-consolidated sediments of the Quaternary-to-Tertiary-age Gila Conglomerate and younger sediments; the thickest deposits are near Deming (Hanson et al., 1994). Wells for municipal use and irrigated agriculture in the Deming area yield hundreds of gallons per minute (gpm) to 1,000 gpm. Groundwater in the Gila Conglomerate aquifer in the Mimbres Basin is generally of good quality, although brackish groundwater does occur in the southeastern part of the basin, southeast of the Deming area and the Florida Mountains (Hanson et al., 1994). Groundwater in the part of the Mimbres Basin near Deming generally flows to the south and southeast toward the Mexican border. JOHN SHOMAKER& ASSOCIATES, INC. WATER-RESOURCE AND ENVIRONMENTAL CONSULTANTS JSAI DRAFT 6 Continental Divide Cy `m nos SIERRA COUNTY do 152 a SilverCi 27 c o 61 o �� Hatch GG 26 s Sierra de Las Uva5 160 ;�`,,• l n I l GRANT COUNTY 1 'ver w Deming + r 17 O j % o Z p o O Q y G V Z a a Za o :3Z a m J O 2io�n � o Columbus i oriri r+,if, HIDALGO COUNTY Explanation Mimbres Basin hypothetical Mimbres Basin / pipeline (64 miles) study area Continental Divide 0 12 24 T.1Les_Cr¢ces%Mimbres_10yrWDAP.mxd Miles Figure 2. Map showing the geologic Mimbres Basin in New Mexico, United States, and Mexico, and the study area near Deming, New Mexico. JOHN SHOMAKER & ASSOCIATES, INC. WATER-RESOURCE AND ENVIRONMENTAL CONSULTANTS ct N i 3 3 a N Q U N 3 OL o O C ) 00 p — — C N E .y r c E 3 co N N r 3 3 mm is O n a� c `o m x 3 0 m m 4� N cv c Ea _ C� cn + a o E 'n w M �W " o @a tion" r S� O ° a_ W 0 8 0 � � m y H 8°o£Q°p N N oo N Q ° 0 FA o o mo mO B ° 0co3 m 0 N O - o tn O0a a 0 O C. c00 ocon A Eo W ' ° 9 o ° Coco ° � op ♦ m Wx o o R ° V p ♦ ° ° 0 cp O o wo 00 250 ° U 3 3 T� o O C ° or) 3: o o ° w '� }� o a� 0 8 0 ° o o ° c?- $o odd U p° �o ® 8 0 9 O �0 4 0 @ 8 6 ° o @000 oa $ o o� $oa hS4p 009 ° �D aO ° 00 O ° 45 a CD o O v r r 0 0 3- U 140. E g' rb rA O a 6'$p 8 Cb N bn z~ N N oA 0 80 o Q $ e cd N N3 M3 K M •r TN r JSAI DRAFT 8 The Mimbres Underground Water Basin was declared by the State Engineer(NMOSE) in 1931, and the NMOSE's Deming-Columbus Administrative Area (DCAA) Guidelines were adopted in 2011 (NMOSE, 201 lb). The Administrative Guidelines guide the processing of water rights applications filed within the DCAA, and promote the orderly development of water resources while meeting statutory obligations regarding impairment, conservation of water within the state, and public welfare of the state. To evaluate and limit water-level drawdowns caused by water rights applications,methods of block administration and local assessment are applied under the Administrative Guidelines. The regional groundwater flow model developed by Cuddy and Keyes (NMOSE, 2011a) is now utilized for administration; each model cell is 2,000 ft by 2,000 ft in size and represents an administrative block. Modeling studies predict that portions of the aquifer in the DCAA will experience an average annual water-level decline of more than 2.50 ft/yr, over a 40-year planning period ending in 2050, due to the full exercise of existing permits and declarations. To protect water availability for existing rights over the planning period,these areas require a greater level of restriction compared with other areas, and are designated Critical Management Areas (CMAs). CMAs within the current study area are shown in Figure 3. In addition to CMAs,the majority of areas of viable aquifer within the study area have been closed to new appropriations by order of the State Engineer. 2.1 Target Aquifer The primary target aquifer in the study area is within the bolson-fill deposits consisting of Quaternary-to-Tertiary-age Gila Conglomerate and younger Quaternary-age sediments. The bolson-fill thickness generally ranges from 1,000 ft to 2,400 ft within the study area, and may be as thick as 3,500 ft in places (Hanson et al., 1994). The bolson-fill deposits consist of unconsolidated to moderately-consolidated sand, gravel, and clay. Currently, the NMOSE database lists approximately 625 wells in the study area for which diversions are indicated for irrigation use, dairy (commercial) use, industrial, mining, and municipal use (Figure 3 and Appendix A). NMOSE records indicate total well depths ranging from 195 to 1,500 ft, although other records indicate well depths as shallow as 125 ft in the study area. NMOSE records indicate depth to water ranging from 74 to 225 ft. With respect to estimation of total aquifer thickness, an assumed depth to water of 200 ft, and typical bolson-fill thickness of 1,000 ft, would suggest aquifer thickness of 800 ft. An assumed depth to water of JOHN SHOMAKER& ASSOCIATES, INC. WATER-RESOURCE AND ENVIRONMENTAL CONSULTANTS JSAI DRAFT 9 200 ft, and maximum well depth of 1,500 ft, would suggest aquifer thickness of 1,300 ft. Well yields up to 1,000 gpm have been reported for irrigation and municipal wells in the basin. Table 1 presents a summary of information for the wells and aquifer hydrologic properties. Table 1. Summary of well information and aquifer hydrologic properties for part of the Mimbres Basin near Deming,Luna County,New Mexico parameter Mimbres Basin near Deming, New Mexico primary target aquifer bolson-fill deposits a aquifer thickness,ft 800 to 1,300 depth to water, ft 74 to 225 total well depth,ft 195 to 1,500 well yield,gpm hundreds to 1,000 hydraulic conductivity,ft/day 3 to 100 transmissivity,ft2/day 1,000 to 20,000 specific capacity, gpm/ft 3 to 70, generally>20 a Quaternary-to-Tertiary-age Gila Conglomerate and youngerQuaternary-age sediments gpm—gallons per minute gpm/ft—gallons per minute per foot of drawdown 2.1.1 Hydrologic Properties A compilation of aquifer-test data in Hanson et al. (1994) provides estimates of hydraulic conductivity and transmissivity for the bolson-fill aquifer in the study area. Hydraulic conductivity generally ranges from 3 to 100 ft/day,with values greater than 200 ft/day at a few locations, and a median value of 18 ft/day. Transmissivity generally ranges from 1,000 to 20,000 ftp/day, and about 4,000 ftp/day on average. A data compilation prepared by McLean(1977)indicated specific capacity ranging from 3 to 70 gpm/ft of drawdown, and generally greater than 20 gpm/ft of drawdown. An evaluation of specific-capacity data performed by Hanson et al. (1994) found that wells with specific capacity values of 13 gpm/ft of drawdown or greater were generally completed in the upper 330 ft of saturated bolson-fill aquifer, and deeper wells had lower specific capacities. Hanson et al. (1994) point out that this decrease may reflect only the need to drill deeper to obtain adequate well yields in areas with smaller transmissivities, or may indicate a decrease in hydraulic conductivity with depth. JOHN SHOMAKER& ASSOCIATES, INC. WATER-RESOURCE AND ENVIRONMENTAL CONSULTANTS JSAI DRAFT 10 2.1.2 Groundwater Quality Groundwater is generally of good quality in the study area. Table 2 presents a summary of groundwater quality information for sub-areas within the study area. Total dissolved solids (TDS) concentrations are generally below the New Mexico Environment Department (NMED) secondary (aesthetic-related) drinking water standard of 500 milligrams per liter (mg/L), except for the area east of the Florida Mountains, where TDS concentrations are generally elevated slightly above the secondary standard. To the northeast of the Florida Mountains, only one very shallow well (125 ft deep) had a TDS concentration elevated slightly above the secondary standard. pH values were generally within the NMED secondary drinking water standard bracket of 6.5 to 8.5 pH units in the study area, except for one well completed to a depth of 505 ft to the east of the Florida Mountains, which had an elevated pH value. Hardness of water sampled ranged widely throughout the study area, from soft(<60 mg/L)to hard(>120 mg/L, for selected wells in the Deming area). Fluoride may be elevated above the NMED primary drinking water standard of 4.0 mg/L in the study area, particularly to the east of the Florida Mountains. Very high fluoride concentrations of 18 mg/L were detected in two wells to the east of the Florida Mountains, completed to depths of 340 ft and 1,020 ft. The fluoride concentration only slightly exceeded the primary standard in one well in the Deming area. One well completed to a depth of 484 ft in the Deming area had a dissolved iron concentration of 1.5 mg/L, exceeding the NMED secondary standard of 0.3 mg/L. All wells sampled in the Deming area had total arsenic concentrations below the NMED primary standard of 0.010 mg/L, except for one well referred to as "Well 16" in the Deming 40-Year Water Development Plan,which had arsenic concentrations ranging from 0.0147 to 0.0165 mg/L in three samples (DBSA, 2009). Information on the location and completion of this well were not provided, only the following explanation: "This well, which was an old irrigation well purchased as part of a water right transaction, was never connected to the City system and has been abandoned." JOHN SHOMAKER& ASSOCIATES, INC. WATER-RESOURCE AND ENVIRONMENTAL CONSULTANTS JSAI DRAFT 11 Nitrate concentrations were elevated above the NMED primary drinking water standard of 10 mg/L in selected wells located east and northeast of the Florida Mountains, likely representing the impact of anthropogenic point-sources of contamination such as agricultural facilities and septic systems. Apparently,there have been concerns about contamination from septic systems in the Deming area as well (DBSA, 2009; Hanson et al., 1994),but available data indicate maximum nitrate concentration of 2.8 mg/L for the Deming area. Naturally-occurring nitrate concentrations are typically less than 2 mg/L. In terms of other potential point-sources of groundwater contamination in the study area, the NMED EGIS Mapper on-line tool (https:Hgis.web.env.nm.gov/oem/?map=egis) indicates the following: • a number of leaky underground storage tank sites,primarily within the City of Deming, and at the west and east ends of the study area along Interstate-10. • Peru Hill Mill brownrield and voluntary remediation site, located northwest of Deming. • ASARCO Deming Mill (windblown tailings) voluntary remediation site, located north of Deming. • Tulip Landfill brownfield, located north of Deming. • a dairy located northeast of the Florida Mountains. • a number of discharge permit locations,primarily in the Deming area. If specific wells become of interest for future development of municipal drinking water supply, updated information from NMED should be reviewed for the area surrounding the well(s) to better identify potential sources of contamination. Based on information from the NMED EGIS Map on-line tool, aquifer sensitivity is "moderate"to"high"in the study area. Aquifer sensitivity takes into consideration depth to water, aquifer characteristics, soil characteristics, and land slope. Depth to water is the most weighted parameter for deriving aquifer sensitivity. JOHN SHOMAKER& ASSOCIATES, INC. WATER-RESOURCE AND ENVIRONMENTAL CONSULTANTS JSAI DRAFT 12 Table 2. Summary of groundwater quality for part of the Mimbres Basin near Deming, Luna County,New Mexico basin Deming east of the northeast of the NMED/DWB area Florida Mtns Florida Mtns standard well depth, ft 160 to 1,500 230 to 1,020 125 to 375 number of samples 31 14 12 sample date 1943 to 2018 1952 to 1971 1944 to 1980 pH,pH units 7.7 to 8.3 7.4 to 9.2 7.9 to 8.5 6.5 to 8.5a specific conductance, 319 to 632 564 to 1,630 376 to 918 - gmhos/cm TDS,mg/L 205 to 423 399 to 666 231 to 572 500a sulfate,mg/L 11 to 90 35 to 240 23 to 83 250a chloride,mg/L 4 to 27 27 to 230 9 to 35 250a fluoride,mg/L 0.4 to 5 1.3 to 18 1.3 to 6.0 4.0 nitrate,mg/L 0.5 to 2.8 0.2 to 19 1.2 to 22 10 hardness,mg/L as CaCO3 50 to 140 8 to 100 26 to 106 - calcium,mg/L 12 to 37 2 to 54 7 to 23 - magnesium,mg/L 4 to 12 0.4 to 17 0.5 to 13 - sodium,mg/L 30 to 51 140 to 230 55 to 67 - potassium,mg/L 2 to 3 1 to 3 2 to 15 - iron,mg/L 0.01 to 1.5 0.01 0.02 to 0.16 0.3a manganese,mg/L 0.01 to 0.04 0.01 - 0.05a total arsenic,mg/L 0.0022 to 0.0165 - - 0.010 combined radium 0.18 _ - 5 (-226 and-228),pCi/L (1 sample) combined uranium,mg/L 0.003 _ _ 0.03 (1 sample) gross alpha emitters (excluding radon and (1 sample) - - 15 uranium),pCi/L a secondary(aesthetic-related)standard µmhos/cm-micromhos per centimeter b New Mexico Drinking Water Watch database for Deming water system mg/L-milligrams per liter NMED/DWB-New Mexico Environment Department/Drinking Water Bureau pCi/L-picoCuries per liter bold-exceeds NMED/DWB standard na-no data available TDS-total dissolved solids -no standard JOHN SHOMAKER& ASSOCIATES, INC. WATER-RESOURCE AND ENVIRONMENTAL CONSULTANTS JSAI DRAFT 13 2.2 Recharge, Pumping, and Groundwater Availability 2.2.1 Recharge Recharge to the Mimbres Basin occurs as direct recharge at higher elevations, generally above 5,000 ft above mean sea level in the northern part of the basin,and as mountain-front recharge from runoff originating in mountainous areas at the edges of the basin fill and flowing into arroyos (JSAI,2006). Simulated pre-development average groundwater recharge in the USGS model of the Mimbres Basin totaled 40,000 ac-ft/yr,with components of mountain-front recharge(27,800 ac-ft/yr), infiltration from the Mimbres River in Luna County (9,900 ac-ft/yr), infiltration from Apache Tejo Spring in Grant County (2,200 ac-ft/yr), and a minor component of underflow from adjacent basins to the northeast and northwest(100 ac-ft/yr) (Hanson et al., 1994). Simulated predevelopment groundwater recharge in the JSAI model of the Mimbres Basin totaled 35,280 ac-ft/yr,with the majority of the recharge occurring in the northern half of the Mimbres Basin(JSAI,2006). 2.2.2 Pumping Up-Gradient of the Study Area Significant groundwater pumping, and interception of potential recharge to the bolson-fill aquifer, occurs in the Mimbres Basin in Grant County,up-gradient of the current study area in Luna County. For example,although the USGS model estimated infiltration of 2,200 ac-ft/yr from Apache Tejo Springs in Grant County, discharge from these springs has been diverted and consumed since prior to 1930 (Trauger, 1972). Adjudicated water rights associated with well fields for mining use at Chino Mines Company,located up-gradient of the study area,total 17,881 ac-ft/yr(JSAI,2005). The JSAI historical-transient model of the Mimbres Basin simulated 10,184 ac-ft/yr of pumping for Chino Mines Company between 2000 and 2004. During this same time period, the JSAI model simulated relatively small amounts associated with other mining operations in the Mimbres Basin in Grant County; 129 ac-ft/yr for the Cobre Mine, and 58 ac-ft/yr for the Tyrone Mine. NMOSE estimated 7,882 ac-ft/yr of groundwater pumping for mining use in Grant County as a whole in 2010 (NMOSE, 2013); the majority of this groundwater pumping likely occurred within the Mimbres Basin (surface water is utilized for mining operations in Grant County to the west of the Mimbres Basin). NMOSE estimated 3,954 ac-ft/yr of groundwater pumping for public JOHN SHOMAKER& ASSOCIATES, INC. WATER-RESOURCE AND ENVIRONMENTAL CONSULTANTS JSAI DRAFT 14 water supply and self-supplied domestic use in the Mimbres Basin in Grant County,in 2010. Data provided in NMOSE (2013) indicate 2,032 ac-ft/yr net pumping (consumptive use) for irrigation in the Mimbres Basin in Grant County, in 2010. Mining activities may eventually diminish in the upper part of the Mimbres Basin as reserves are mined out, or as changes in the economy and price of copper occur,and only a limited amount of pumping may be needed to support mine closure-closeout activities in the future. The Geospatial and Population Studies group at the University of New Mexico have projected an overall population decline of 4,140 for Grant County, and decline of 935 for Luna County, between 2020 and 2040 (hllps:Hgps.unm.edu/pLiL/projections). 2.2.3 Groundwater Availability in the Study Area Based on the above discussion, it may be realistic to assume 35,000 ac-ft/yr of recharge to the Mimbres Basin, and future pumping of 11,000 ac-ft/yr in the Mimbres Basin in Grant County (5,000 ac-ft/yr for mining use,4,000 ac-ft/yr for public supply and domestic use,2,000 ac-ft/yr for irrigation), up-gradient of the study area in Luna County. The average recharge estimate of 35,000 ac-ft/yr may be considered generous for planning purposes, as climate change modeling for the region indicates warmer average temperatures, earlier snowmelt runoffs, and greater evapotranspiration, which may result in diminished recharge to the basin, even if average precipitation remains roughly as-is (New Mexico Universities Working Group on Water Supply Vulnerabilities, 2015). The estimates of recharge and future pumping in Grant County indicated above would suggest approximately 24,000 ac-ft/yr of recharge available to the bolson-fill aquifer, down- gradient in Luna County. This may be compared with pumping for irrigated agriculture in the Mimbres Basin in Luna County, estimated by the NMOSE to be 33,108 ac-ft/yr in 2010, of which 24,879 ac-ft/yr was consumptively used (net pumping; NMOSE, 2013). A portion of that likely occurred south of the current study area near the New Mexico-Mexico border. JSAI has estimated net pumping for irrigated agriculture in recent years in the current study area to range from 12,000 to 18,000 ac-ft/yr. NMOSE estimated pumping for other uses to total 7,145 ac-ft/yr in the Mimbres Basin in Luna County, in 2010. JOHN SHOMAKER& ASSOCIATES, INC. WATER-RESOURCE AND ENVIRONMENTAL CONSULTANTS JSAI DRAFT 15 Time-series water-level datasets available for wells within the study area generally span the period of record 1940 to 2012. Table 3 and Figure 4 present wells monitored by the U.S. Geological Survey (USGS) for which hydrographs are presented in Appendix B. Available water-level data indicate a variety of trends throughout the study area. In the Deming area (Townships 23 and 24 South, Range 9 West) and in the area south of Deming (Townships 25 and 26 South, Range 9 West), wells have generally shown long-term declining trends at rates of 1 to 2 ft/yr. However, several wells located west and southwest of Deming have shown flat trends for water levels in recent years (see Figs. B 1, B5, and B6). DBSA (2009)assumed an average decline rate of 0.74 ft/yr for their study of City of Deming water supply, based on then-available data. McLean (1977) documented declining trends for water levels in the Deming area dating back to 1910, and land subsidence and earth-fissure formation have been documented in areas of substantial historical groundwater withdrawal (Contaldo and Mueller, 1988; Haneberg and Friesen, 1995). Although McLean (1977) also documented declining trends for water levels in the area northeast of the Florida Mountains dating back to 1910, one well in that area has shown a flat water-level trend between 1950 and 2012 (see Fig. B2). Shallow wells completed to depths of about 230 ft and located east of the Florida Mountains have shown flat water-level trends or water- level rises between the 1960s and 2012, likely due to cessation of pumping in that area (see Figs. B7, B9, and B10). However, a deeper well completed to 1,020 ft in that area has shown a long-term decline at an average rate of 1.7 ft/yr (water levels originally reflected artesian conditions at this well; see Fig. B8). One well near the southern end of the current study area showed an average decline rate of 0.6 ft/yr between 1956 and 1996, and a much steeper decline rate of 4.7 ft/yr between 1996 and 2012, suggesting the influence of localized pumping on decline rates at individual wells (see Fig. B16). Calculations should be made once pumping tests have been performed at existing wells (see Section 2.5.2,below),to determine long-term pumping water levels and predict the longevity of the groundwater resource in areas of potentially available water rights. Updated analysis of any time-series water-level data available for these areas may also be incorporated. JOHN SHOMAKER& ASSOCIATES, INC. WATER-RESOURCE AND ENVIRONMENTAL CONSULTANTS z � .-: � o o N � o 0o N o � N b •� vi� O + ooN N ooN �10N ': Z y a, O o o a, O a, 0 0 O a, o °3 ct H N a ~ N oc v kr) oc N N 01 O \O N O V V 01 U o0 aj ^Qj b b o b b b o o aj cc CW o o0 oo N O O oo N o 0 0 y x O y o0 O o0 01 M M o M M M o0 tn N �'c 00 �!? cw CW � � o N N N N N N N N N N N N N N N N o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L" '�1 •zi O �O --i O o1 M O M M � C1 O l� 00 l� cw •� C M O O M O M O O ON 01 N M O N 0 0 0 o CCW 0 0 It � o W) W) W) W W) cn cn N N N N N N N N N N O � O t, O O O O O O O O O O O O O O O O •� l� M 01 l0 01 M o1 w O V M V O o1 v A 00 00 V') -- 01 01 w o1 C1 C1 l— It r- C1 o0 V] 't 't V') N N N N It It It It It It O COO r-- t-- t-- t-- t-- � � � � t-- t-- r- r- r- r- � 40. N o0 It \O O � r- w r O 01 b �"� LL H O I � H z OD F N M w � ccooo t su o 3 a^ o Lo 0 n — — C'E H m t0 m d C -�c N Q7 N X o 7i m f0 m co CO) to W E m ® w 3 a' 7 E n r U Q Q d n co OS O O a y N N c M y„ 1 � � N � V � � � O N N Cd co m �O m N �p, N N N �\N O N N rO N N 140. CD C �Y O �+ 0= r '� CP $ w O N M Q VI O o .rl N G Mll�'❑ O �"� 00 N 0 00 �;O V] OD O 8 q U� �d O �j 00 $ O + V] w y ry L � bA E � 000 ¢ vO Og 3 U O N N W co 140. F-I N N ry N y N 14 N N N N y�n JSAI DRAFT 18 2.3 Water Rights Currently, the NMOSE database lists approximately 624 wells in the study area for which diversions are indicated for irrigation, dairy (commercial), industrial, mining, and municipal use (Appendix A). Table 4 presents a summary of 32 water rights and permits in the basin for which the NMOSE database identifies permitted diversions greater than 500 ac-ft/yr. The well locations associated with these water rights are presented in Figure 4. The majority of these rights presented in Table 4 appear to be adjudicated or licensed irrigation rights with priority dates ranging from 1909 (before declaration of the Mimbres UGW Basin)to 1961. These adjudicated irrigation rights represent a total diversion of 25,145 ac-ft/yr to irrigate 8,412 acres. Assuming a CIR of 1.6 ac-ft/ac, this would represent total consumptive use of 13,459 ac-ft/yr. This CIR is based on the CIR indicated in NMOSE records for a number of the adjudicated irrigation rights in the study area. A CIR of 1.6 ac-ft/ac appears to be somewhat low; for comparison, CIR values ranging from 1.74 to 2.8 ac-ft/ac are indicated for the study area in NMOSE (2013),varying based on method of irrigation. In addition to adjudicated and licensed irrigation rights in Table 4, there is one adjudicated industrial water right(with a diversion of 826 ac-ft/yr, and a consumptive use of 120.15 ac-ft/yr), and three permits: Two of these permits are for irrigation use, representing a total diversion of 2,594 ac-ft/yr to irrigate 865 acres. Assuming a CIR of 1.6 ac-ft/ac, this would represent total consumptive use of 1,384 ac-ft/yr. The third permit, M-299 for City of Deming's municipal use, represents the largest permitted diversion in the study area, with a diversion of 4,415 ac-ft/yr. The original water right under M-299 was for 4,340 ac-ft/yr, and a 1992 permit allowed for commingling of various rights into M-299, and an increase in total diversion to 4,415 ac-ft/yr(DBSA,2009). In summary, irrigation rights and permits presented in Table 4 represent a total diversion of 27,739 ac-ft/yr to irrigate 9,277 acres. Based on preliminary review of aerial photographs dating back to 1996 available in Google Earth, there is evidence for recent cultivation and irrigation of at least 4,727 acres under these rights and permits. Many of the largest adjudicated water rights in the study area do not appear to have been under cultivation and irrigation in recent years, and thus it seems that much of the recent irrigation observed in the study area has been under smaller water rights with total allowable diversions less than 500 ac-ft/yr. There are numerous smaller rights and permits listed in Appendix A that are not included in the Table 4 summary. JOHN SHOMAKER& ASSOCIATES, INC. WATER-RESOURCE AND ENVIRONMENTAL CONSULTANTS � CJ � o p h O O l0 - r N Vt 01 h O N O W h l0 0o N M q 'a N 000010 - N N O h oo l0 O O O O O � h l0 O l0 01 h O M 01 O O O 01 O O w ¢o oo p o . o � � a � y O d o No 3 L H d � h rpm o � o W � M •G. W l0 •u s. d . a N •� �� ° °� ooi a, a, a L 7 � ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti 7 H Q a � M 7 •L � `� � 7 N O M 01 O h W 0 7 0 N --i oo � 01 O N h N O --i 7 �O O 7 01 --i --i O Y O Vl Vl l0 M 7 7 Vl Vl Vl Vl Vl M M 7 7 7 7 to 7 l0 O M V1 V1 O � 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 �01 01 O1 01 01 01 01 01 O1 01 01 01 01 01 01 W •i4 � M --� --� N --� h � W d tC 0 7 N M h 7 N 0 7 O o0 7 7 h M M M 01 W N O M l0 � O 00 � 01 � � r 1010 � '� � 7 m M M 7 O (� O M h � N 10 7 01 h h 01 01 W h M 00 O O M 01 M 10 M W 01 W M N O 01 M N 01 O1 C of 0t 0t h N 7 M N N 0 0 m m a, D1 m l0 l0 l0 h h 7 7 7 7 7 7 --� 7 7 7 7 7 7 M M M M M M M M M M � � � b .p h oo O N N l0 7 N Vt l0 7 �--� O 01 O l0 0C 1 O\ O\ N O 01 � W N O � l0 'D h 7 M 01 l0 --i W l0 10 O\ 00 � 00 00 h h h h h h h l0 � Vl Vl Vl M O d p � O y p L7 O O .Mr V1 00 V1 ti W V1 V1 00 M 7 N Vl � Vl M 10 Vl Vl N 7 7 Vl N M 7 7 M � 10 yA m •L O O\ ti W N h N N M ti �--i 00 l0 ti Vl 7 M l0 O ti l0 '5 tiVl C, 10 L �i 01 M 7 00 l0 O0 --i l0 Vt N M 7 h l0 N N N h ttl y O N v oo M v oo o M M M a s 0 N d '�y m 01 cl = N M 7 Vl l0 h 00 01 O N M 7 Vl l0 h 00 01 O --i N sem, O O N ❑ O h JSAI DRAFT 20 2.4 Hypothetical Pipeline Route A hypothetical pipeline tying into existing LCU infrastructure near the Las Cruces Airport would run west for about 26 miles along the Interstate 10/Highway 70 right of way,then continue west for about 23 miles following either the Interstate 10 right of way or the railroad right of way north of and parallel with the interstate, to reach Deming. In order to reach irrigated areas in the southwestern part of the study area, an additional 15 miles of pipeline along the rights of way of Highways 418 and 331 would be required. Based on the preliminary evaluation performed for the current study, to develop a municipal water supply project of any significant size, it is likely that a hypothetical pipeline would need to reach the southwestern part of the study area. This would represent a total pipeline length of about 64 miles. Additional miles of collector lines would be required within the well field. Although not the focus of the current study, it should be noted that a 22.5-mile extension of the hypothetical pipeline from Deming north along the Highway 61 right of way to the Luna/Grant County line would allow for connection with the Chino Mines Company water supply wells and infrastructure, should that supply become available in the future. The water supply is considered to be of very good quality, and the water rights appear to be permitted for mining as well as for municipal use, as water has historically been supplied to the community of Hurley under these rights. JSAI (2005) demonstrated a sustainable yield of about 9,400 ac-ft/yr for a 100-year period under these rights. 2.5 "Strawman" Development Plan 2.5.1 Water Rights As a plausible scenario for the purposes of the current study, Table 4 identifies 11 irrigation rights and permits (water right numbers 2, 5,7, 8, 17, 18, 22, 25,28, 30, and 31 of Table 4)selected for a"strawman" development plan. It is not possible at this preliminary planning stage to identify rights that may actually be or become available for lease or purchase. JOHN SHOMAKER& ASSOCIATES, INC. WATER-RESOURCE AND ENVIRONMENTAL CONSULTANTS JSAI DRAFT 21 For the purposes of the current study, it may be reasonable to assume that an amount of consumptive-use rights totaling 4,697 ac-ft/yr may be available in a given year, such as the total of the 11 selected rights. To put this amount in context, it is about one-third of the estimated consumptive-use amount that might be physically transferrable,for irrigated agriculture in the study area in recent years. It is possible that a larger number of smaller rights would need to be secured within the study area in order to develop a municipal water supply project of this size. The water rights with the best potential for transfer to municipal use would be the adjudicated and licensed irrigation rights with the highest assigned diversions, and evidence for substantial acreage in irrigation and cultivation in recent years. Irrigation permits with the highest assigned diversions, and evidence for substantial acreage in irrigation and cultivation in recent years, would also have good potential; for example, the highest assigned diversion for irrigation in the study area appears to be associated with a permit under NMOSE file no. M-37, which shows evidence for substantial acreage in irrigation in recent years. As this permit is located northeast of the Florida Mountains, it is one of the closest to Las Cruces along the hypothetical pipeline route. The rights selected for a"strawman" development plan, as indicated in Table 4, all generally fall within CMAs predicted by NMOSE to experience an average water-level decline rate of more than 2.50 ft/yr over a 40-year planning period ending in 2050 due to the full exercise of existing permits and declarations. The only exception appears to be the water right under NMOSE file no. M-1479; located in Township 24 South, Range 6 West,it is not within a CMA, and it is one of the closest in proximity to Las Cruces. The CMA designation may not be problematic in terms of permitting for municipal water- supply development, as a change in location of diversion would not be sought; only a change in purpose and place of use. Permitting for municipal water-supply development would seek to utilize the portion of the right that has been historically consumptively used, and maintain the same point(s) of diversion, although some aging wells may need to be rehabilitated or replaced. As discussed in Section 2.2.3 above, actual water-level decline rates observed in the study area have generally been less than 2 ft/yr, and in many cases less than 1 ft/yr, over the past 30 to 60 years (see Table 3). As discussed in Section 2.3 above,preliminary review of aerial photographs dating back to 1996 shows that many of the largest adjudicated water rights in the study area do not appear to have been under cultivation and irrigation in recent years, and this may be the reason for lower water-level decline rates than predicted by the NMOSE administrative model. JOHN SHOMAKER& ASSOCIATES, INC. WATER-RESOURCE AND ENVIRONMENTAL CONSULTANTS JSAI DRAFT 22 2.5.2 Evaluation of Existing Wells Once potentially available water rights have been identified,the City may choose to enter into an agreement with the owner(s) in which the City evaluates the existing wells. This would involve access to potentially dozens of wells to perform the following activities,not necessarily in this order: • Well video surveys • Measure water levels • Test existing pump equipment • Possibly remove existing pump equipment and set test pump • Perform pumping tests at selected wells including development pumping, step-drawdown pumping test, and 72-hour constant rate pumping test • Collect water quality samples towards the end of the constant-rate pumping test and analyze for constituents for comparison to NMED drinking water standards • Measure recovery water levels for at least several days following constant-rate pumping test • Evaluate well data to estimate aquifer properties, well efficiency, water quality, potential pumping rates,long-term pumping water levels at various pumping rates, and longevity of the groundwater resource in the vicinity of existing wells The estimated costs of these evaluation activities are discussed in Section 2.5.5,below. 2.5.3 Application to NMOSE The City and owners of water rights in the study area may apply jointly to NMOSE for transfer of the right for municipal use by City of Las Cruces, either temporarily (lease) or permanently. The City's purchase of any water right should be made subject to approval by NMOSE,with the purchase not taking effect until the transfer has been finalized by NMOSE. The City would make payment only for the amount of the right successfully transferred. JOHN SHOMAKER& ASSOCIATES, INC. WATER-RESOURCE AND ENVIRONMENTAL CONSULTANTS JSAI DRAFT 23 2.5.4 Environmental Assessment By utilizing interstate and state highway rights of way,railroad right of way,and easements on private lands, the hypothetical pipeline route may not cross U.S. Bureau of Land Management or other federal lands, which would require an Environmental Assessment for the project (see Fig. 1). If required, the Environmental Assessment would consider the impacts of the proposed action and alternatives, and would evaluate impacts on the affected environment and resources. Affected environment and resources could include water resources, soils and geologic resources, land cover and vegetation, grazing, wildlife, cultural resources, socioeconomic resources, environmental justice, land use, energy requirements, transportation, air quality, climate change, and visual resources. 2.5.5 Planning-Level Cost Estimates and Timeline Costs associated with the evaluation of existing wells(Section 2.5.2)would clearly depend on the number of wells and the level of testing. The complete range of activities enumerated in that section is likely to cost on the order of$100,000 per well. For the purposes of this report, it is assumed that 12 wells would be tested at that level, in addition to a lower level of activity of $10,000 per well for 12 other wells. Planning-level cost estimates for development may be based on a phase of the Ute Pipeline Project in eastern New Mexico referred to as the Interim Groundwater Pipeline (IGWP), designed to provide interim water supply by leasing or purchasing agricultural water rights until the project extends to Ute Reservoir, the ultimate water source for the Ute Pipeline Project. Construction of the IGWP began in 2015 with an estimated 10-year construction timeframe to supply 4,849 ac-ft/yr via a 97.5-mile pipeline(ENMWUA,2015). Capital costs to build the IGWP have been estimated at $105.1 million (2015 dollars; ENMWUA, 2015), or about $1.1 million per mile when divided by 97.5 miles. The total pipeline distance for the Mimbres Basin hypothetical pipeline would be 64 miles (see Section 2.4)plus some additional length of collector lines. To reach all of the wells considered in the "strawman" development plan would require roughly 20 miles of collector line, for a total of 84 miles,leading to a total cost of$92.4 million. It is assumed that the per-mile cost includes right- of-way, environmental mitigation, and other non-contract costs. JOHN SHOMAKER& ASSOCIATES, INC. WATER-RESOURCE AND ENVIRONMENTAL CONSULTANTS JSAI DRAFT 24 Capital costs could vary significantly based on changes in elevation along pipeline routes,and the number of booster pump stations required, and other infrastructure considerations required by large elevation differences. However, the IGWP and Mimbres hypothetical pipeline route may involve similar elevation differences. The IGWP includes at least three booster pump stations across an area with relatively moderate elevation change of 600 ft. The Mimbres hypothetical pipeline route described in Section 2.4 involves a gain in elevation of about 145 ft from south of Deming to the Deming area, and a gain in elevation of about 300 ft along the Interstate-10 Corridor east to Las Cruces. Capital costs could also vary significantly depending on whether pipeline may be installed by trenching,ripping, or blasting. The IGWP may be a useful analog for development of the study area in terms of costs of well field development and OM&R costs. In both cases, the approach is to supply water by leasing or purchasing agricultural groundwater rights, and in both cases, it may be possible to utilize some of the existing wells following rehabilitation, as opposed to well replacement. OM&R costs may be similar, as the projects would supply similar amounts of water (4,697 ac-ft/yr potentially for the Mimbres, and 4,849 ac-ft/yr for the IGWP). The IGWP has a longer pipeline, which would likely become more costly to maintain, repair, and replace in later years of the project as infrastructure begins to age. Actual OM&R costs for the IGWP may become available within the next 5 years, as phases of construction are completed and the pipeline is put into use. The purchase price of water rights, based on the estimated cost of $2,000 per CU ac-ft/yr discussed above(Section 1.2.1)would be$9.8 million,including estimated transaction costs. New wells may also be required;the age and construction of the existing wells may preclude their conversion to municipal supply use. Assuming well performance of 500 to 600 gpm,with wells operating about 70 percent of the time, then the production of 4,697 ac-ft/yr from the locations selected for the "strawman" development plan could be attained with about 12 wells (1 to 2 wells at each of the 11 locations), although additional wells may be needed as water levels decline. The new wells are assumed to be about 600 ft deep, with 16-in. casing,and are likely to cost about $750 per foot of depth. The cost of production pumps, surface piping and equipment, and other surface construction is likely to be about the same as the cost of the well,leading to a total cost per well of$900,000. JOHN SHOMAKER& ASSOCIATES, INC. WATER-RESOURCE AND ENVIRONMENTAL CONSULTANTS JSAI DRAFT 25 In terms of project timeline, well evaluation activities may be completed over the course of several years. Assuming the well evaluation project stage is successful,the NMOSE application(and Environmental Assessment, if required)processes should then proceed, as these processes may take 3 years or more to complete. Construction of infrastructure may then take place over a 6-to 7-year period, and rehabilitation or potential replacement of wells may take place during that time period as well. 3.0 SUMMARY Table 5 presents a summary of the planning-level estimates of capital costs associated with the "strawman" development plan for part of the Mimbres Basin near Deming, Luna County, New Mexico. Table 5. Summary of Planning-Level Estimated Capital Costs, "Strawman" Development Plan for part of the Mimbres Basin near Deming,Luna County,New Mexico Mimbres Basin 4,697 CU ac-ft/yr cost category quantity unit cost, $ cost,$ evaluation of wells full testing 12 100,000 1,200,000 partial testing 12 10,000 120,000 subtotal $1,320,000 project development water rights amount, CU ac-ft/yr 4,697 2,000 9,394,000 transactions 11 40,000 440,000 pipeline miles 84 1,100,000 92,400,000 new wells wells 12 450,000 5,400,000 pumps and equipment 12 450,000 5,400,000 subtotal $113,034,000 cost per ac-ft/yr $24,065 CU ac-ft/yr-consumptive-use acre-foot per year JOHN SHOMAKER& ASSOCIATES, INC. WATER-RESOURCE AND ENVIRONMENTAL CONSULTANTS JSAI DRAFT 26 4.0 REFERENCES Contaldo, G.J., and Mueller, J.E, 1988, Earth fissures in the Deming area: New Mexico Geological Society, Guidebook to 39h Field Conference,p. 3-5. [DBSA]Daniel B.Stephens&Associates,Inc.,2009,City of Deming 40-year water plan: consultant's report prepared for City of Deming,New Mexico, 66 p.plus figures and appendices. [ENMWUA] Eastern New Mexico Water Utility Authority, 2015, ENMWUA Quarterly Workshop presentation,March 26,2015. Haneberg,W.C., and Friesen,R.L., 1995, Tilts, strains, and ground-water levels near an earth fissure in the Mimbres Basin,New Mexico: GSA Bulletin 107 (3),p. 316-326. Hanson, R.T., McLean, J.S., and Miller, R.S., 1994, Hydrogeologic framework and preliminary simulation of ground-water flow in the Mimbres Basin, Southwestern New Mexico: U.S. Geological Survey Water-Resources Investigations Report 94-4011, 118 p. plus maps. Hawley,J.W.,Hibbs,B.J.,Kennedy,J.F.,Creel,B.J.,Remmenga,M.D.,Johnson,M.,Lee,M.M.,and Dinterman, P., 2000, Trans-international boundary aquifers in southwestern New Mexico: New Mexico Water Resources Research Institute Technical Completion Report, Interagency contract no. X-996350-01-3, prepared for U.S. Environmental Protection Agency, Region 6, and International Boundary and Water Commission,U.S. Section,March 2000. [JSAI]John Shomaker&Associates,Inc.,2005,2nd annual progress report in support of Chino Mines Company Supplemental Discharge Permit for Closure, DP-1340, Condition 86: consultant's report prepared by John Shomaker and Assoc for Chino Mines Company, 36 p. plus figures and appendices. [JSAI] John Shomaker&Associates,Inc.,2006,Mimbres Basin ground-water-flow model in support of Chino Mines Company supplemental discharge permit for closure,DP-1340,Condition 86: consultant's report prepared for Chino Mines Company, 47 p. plus figures and appendices, included as Appendix D to Report on water treatment system sustainability, Chino Mines Company, DP-1340, Condition 86: consultant's report prepared by John Shomaker & Associates,Inc. for Chino Mines Company,47 p.plus figures and appendices. [JSAI]John Shomaker&Associates,Inc.,2017,City of Las Cruces 40-Year Water Development Plan: consultant's report prepared by JSAI for Las Cruces Utilities, April 2017, 68 p. plus appendices. [JSAI] John Shomaker & Associates, Inc., 2019, Proposed Las Cruces Water-Supply Action Plan based on Las Cruces Utilities 40-Year Water Development Plan, 2017: consultant's white paper document prepared by JSAI for Las Cruces Utilities, January 2019 (discussion draft), 8 P. JOHN SHOMAKER& ASSOCIATES, INC. WATER-RESOURCE AND ENVIRONMENTAL CONSULTANTS JSAI DRAFT 27 [JSAI] John Shomaker & Associates, Inc., 2020, Updated study of groundwater availability in the Corralitos Basin,Dona Ana County, and the Nutt-Hockett Basin,Dona Ana,Luna, and Sierra Counties, New Mexico: draft consultant's report prepared by JSAI for Las Cruces Utilities, March 2020,31 p.plus appendices. McLean, J.S., 1977,Hydrologic maps and data in the Mimbres Basin,New Mexico: U.S. Geological Survey Open-File Report 77-314,531 p. [NMOSE] Cuddy,A.,and Keyes,E.,2011a, Groundwater model of the Mimbres Basin,Luna,Grant, Sierra and Dona Ana Counties, New Mexico: New Mexico Office of the State Engineer, Hydrology Bureau Technical Report 11-1. [NMOSE] New Mexico Office of the State Engineer, 201 lb, Guidelines for the Deming-Columbus Administrative Area for review of water right applications: New Mexico Office of the State Engineer administrative guidelines dated May 20,2011, 16 p.plus figures. [NMOSE] New Mexico Office of the State Engineer 2013, New Mexico Water Use by Categories 2010:prepared by Longworth,J.W.,Valdez,J.M.,Magnuson,M.L., and Richard,K.,with the New Mexico Office of the State Engineer,Technical Report 54. New Mexico Universities Working Group on Water Supply Vulnerabilities,2015, Final report to the Interim Committee on Water and Natural Resources: report prepared August 31,2015,28 p. Trauger, F.D., 1972, Water resources and general geology of Grant County, New Mexico: New Mexico Bureau of Mines and Mineral Resources Hydrologic Report 2,211 p.plus maps. USGS NWIS Mapper,U.S. Geological Survey National Water Information System Mapper. JOHN SHOMAKER& ASSOCIATES, INC. WATER-RESOURCE AND ENVIRONMENTAL CONSULTANTS JSAI DRAFT APPENDICES JOHN SHOMAKER& ASSOCIATES, INC. WATER-RESOURCE AND ENVIRONMENTAL CONSULTANTS JSAI DRAFT Appendix A. Wells,water rights, and permits for diversion of groundwater for irrigation, dairy (commercial),industrial, mining, and municipal use in part of the Mimbres Basin near Deming,Luna County, New Mexico JOHN SHOMAKER & ASSOCIATES, INC. 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Hydrographs for part of the Mimbres Basin near Deming, Luna County, New Mexico JOHN SHOMAKER & ASSOCIATES, INC. 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