NAVY SUPPORT FACILITY, DIEGO GARCIA ZUSGS · Diego Garcia Atoll is part of the British Indian Ocean...

48
Status of Ground-Water Resources at U.S. Navy Support Facility, Diego Garcia: Summary of Hydrologic and Climatic Data, January 1995 through September 1997 By Jill D. Torikai U.S. GEOLOGICAL SURVEY Open-File Report 98-1 Prepared in cooperation with the U.S. DEPARTMENT OF THE NAVY NAVY SUPPORT FACILITY, DIEGO GARCIA ZUSGS science for a changing world Honolulu, Hawaii 1998

Transcript of NAVY SUPPORT FACILITY, DIEGO GARCIA ZUSGS · Diego Garcia Atoll is part of the British Indian Ocean...

Status of Ground-Water Resources at U.S. Navy Support

Facility, Diego Garcia: Summary of Hydrologic and Climatic

Data, January 1995 through September 1997

By Jill D. Torikai

U.S. GEOLOGICAL SURVEY

Open-File Report 98-1

Prepared in cooperation with the

U.S. DEPARTMENT OF THE NAVYNAVY SUPPORT FACILITY, DIEGO GARCIA

ZUSGSscience for a changing world

Honolulu, Hawaii 1998

U.S. DEPARTMENT OF THE INTERIOR

BRUCE BABBITT, Secretary

U.S. GEOLOGICAL SURVEY

Mark Schaefer, Acting Director

The use of firm, trade, and brand names in this report is for identification purposes only and does not constitute endorsement by the U.S. Geological Survey.

For additional information write to:

District ChiefU.S. Geological Survey677 Ala Moana Blvd., Suite 415Honolulu, HI 96813

Copies of this report can be purchased from:U.S. Geological Survey Branch of Information Services

Box 25286 Denver, CO 80225-0286

CONTENTSPage

Executive Summary................................................................................................... 1

Introduction................................................................................................................ 2Organization of Report.................................................................................. 2Acknowledgments.......................................................................................... 3

Rainfall....................................................................................................................... 5

Ground-Water Withdrawal........................................................................................ 7

Chloride Concentration of Pumped Ground Water ................................................... 9

Chloride Concentration of Ground Water in Monitoring Wells................................ 11

Fuel-Diversion Program at Air Operations................................................................ 14

Hydrologic-Data Section A. Maps of Production and Monitoring Wells atCantonment and Air Operations .................................................................... 18

Hydrologic-Data Section B. Graphs of Monthly Mean Ground-Water Withdrawal,January 1995 through September 1997.......................................................... 23

Hydrologic-Data Section C. Graphs of Chloride Concentration of PumpedWater, January 1995 through September 1997.............................................. 34

References Cited........................................................................................................ 43

FIGURESPage

1. Map showing areas of ground-water production, Diego Garcia............................ 4

2. Graphs of monthly rainfall and monthly departure from mean monthly rainfall (for 1951-96) at Air Operations, Diego Garcia, January 1995 through September 1997 ............................................................................................. 6

3. Graphs of monthly mean ground-water withdrawal islandwide and in the ground-water production areas, Diego Garcia, January 1995 through September 1997 ............................................................................................. 8

4. Graphs of chloride concentration of pumped water in the ground-waterproduction areas, Diego Garcia, January 1995 through September 1997...... 10

5. Graphs of chloride concentration of ground water (sampled at monthlyintervals) in monitoring wells at site AW 16 at Cantonment, Diego Garcia, January 1995 through September 1997.......................................................... 12

6. Graphs of chloride concentration of ground water (sampled at monthlyintervals) in monitoring wells at site BW09 at Air Operations, Diego Garcia, January 1995 through September 1997.......................................................... 13

7. Graphs of monthly mean ground-water withdrawal and injection at wells AO-10 through AO-15 at Air Operations, Diego Garcia, January 1995 through August 1997...................................................................................... 16

TABLEPage

1. Distribution of ground-water withdrawals, Diego Garcia, July throughSeptember 1997 ............................................................................................. 7

2. Target and actual withdrawal and injection rates for fuel-diversionprogram, Diego Garcia, July 1997................................................................. 15

CONVERSION FACTORS AND ABBREVIATION

Multiply By To obtain

foot (ft)gallon (gal)

gallon per day (gal/d)million gallons per day (Mgal/d)

inch per year (in/yr)

0.30483.7853.7850.04381

25.4

meterliterliter per daycubic meter per secondmillimeter per year

Abbreviation used in water-quality descriptionsmg/L = milligrams per liter

STATUS OF GROUND-WATER RESOURCES ATU.S. NAVY SUPPORT FACILITY, DIEGO GARCIA:

SUMMARY OF HYDROLOGIC AND CLIMATIC DATA,JANUARY 1995 THROUGH SEPTEMBER 1997

EXECUTIVE SUMMARY

This report describes the status of ground-water resources at U.S. Navy Support Facility, Diego Garcia. Data presented are from January 1995 through September 1997, with a focus on data from July through September 1997 (third quarter of 1997). A complete database of ground- water withdrawals and chloride-concentration records since 1985 is maintained by the U.S. Geological Survey from records provided by the U.S. Navy.

1. RAINFALL Total rainfall for the period July through September 1997 was 18.58 inches, which is about 9 percent less than the mean rainfall of 20.48 inches for the period July through September. Mean rainfall is calculated for the base period 1951-96.

2. GROUND-WATER WITHDRAWAL-Islandwide ground-water withdrawal decreased each month from 952,100 gallons per day in July 1997 to 860,800 gallons per day in September 1997. A larger percentage of water was withdrawn from the Cantonment area as a result of well shutdowns in the Air Operations area.

3. CHLORIDE CONCENTRATION OF PUMPED GROUND WATER-At the end of September 1997, the chloride concentrations of water from the elevated tanks at Cantonment and Air Operations were 86 and 92 milligrams per liter, respectively. Water from the Cantonment and Air Operations elevated tanks had overall increasing chloride concentrations since February 1997 and May 1997, respectively.

4. CHLORIDE CONCENTRATION OF GROUND WATER IN MONITORING WELLS-Theoverall chloride concentration of ground water in selected monitoring wells at Cantonment and Air Operations increased during the period July through September 1997. Water from the deepest well at sites AW 16 and BW09 increased in chloride concentration by about 2,500 and 900 milligrams per liter, respectively.

5. FUEL-DIVERSION PROGRAM AT AIR OPERATIONS-The diversion program was a result of a fuel-pipeline leak discovered at the South Ramp of Air Operations in May 1991. The target rates of withdrawal and injection were established to hydraulically divert fuel migration away from production wells. Ground-water injection into wells AO-10 through AO-12 using water pumped from wells AO-14 and AO-15 was stopped in August 1997 because of additional fuel contamination at the South Ramp.

STATUS OF GROUND-WATER RESOURCES ATU.S. NAVY SUPPORT FACILITY, DIEGO GARCIA:

SUMMARY OF HYDROLOGIC AND CLIMATIC DATA,JANUARY 1995 THROUGH SEPTEMBER 1997

By Jill D. Torikai

INTRODUCTION

Diego Garcia Atoll is part of the British Indian Ocean Territory and the site of a U.S. Navy Support Facility. The island's drinking-water supply is derived from ground water, and recharge to the ground-water system is from rainfall. Since 1985, the island's water-supply system has produced about 1 Mgal/d by maintaining low individual pumping rates at many scattered wells (Torikai, 1995). Ground water is pumped from lens-shaped bodies of freshwater floating on seawater. Chloride concentrations of the water have been kept at acceptable levels for drinking by adjusting individual pumping rates. The water-supply system, which has been in operation since 1978, has 102 active wells in five production areas (fig. 1). Water from the Cantonment and Air Operations areas combined accounts for about 99 percent of islandwide withdrawal. The remainder is pumped for local use at Industrial Site South (I-Site), Transmitter Site (T-Site), and GEODSS Site.

Long-term ground-water monitoring has been facilitated by a cooperative agreement between the U.S. Navy Support Facility (NAVSUPPFAC) and the U.S. Geological Survey (USGS) since 1984. However, USGS involvement at Diego Garcia began in 1978 with a hydrogeologic investigation for the Naval Facilities Engineering Command, Pacific Division. The study provided estimates of ground-water resource potential, and helped with the subsequent design, layout, and testing of the water-supply wells (D.A. Davis, USGS, written commun. to U.S. Navy, 1979).

Organization of Report

This report contains hydrologic and climatic data that describe the status of ground-water resources at Navy Support Facility, Diego Garcia. Data presented are from January 1995 through September 1997. Data of primary relevance to the water supply are:

Rainfall Volume of ground water withdrawn at production wells Chloride concentration of pumped ground water Chloride concentration of ground water sampled from monitoring wells Volume of ground water injected at Air Operations

The following narrative highlights trends in the data from July through September 1997 (third quarter of 1997), and makes comparisons with historical data. Ground-water withdrawal and chloride concentrations of water from individual wells are presented in the "Hydrologic-Data Section" at the back of this report. The data section contains the following:

A. Maps of production and monitoring wells at Cantonment and Air Operations B. Graphs of monthly mean ground-water withdrawal, January 1995 through

September 1997 C. Graphs of chloride concentration of pumped water, January 1995 through

September 1997

This report is part of a series of USGS reports, "Status of ground-water resources at U.S. Navy Support Facility, Diego Garcia: summary of hydrologic and climatic data." The first report in this series began with data for the period January 1985 through September 1993 (Torikai, 1995). Successive reports have been done on a quarterly basis.

Acknowledgments

Ground-water withdrawal and chloride-concentration data were provided by the NAVSUPPFAC, Public Works Department. Rainfall data were provided by the Naval Pacific Meteorology and Oceanography Detachment at Diego Garcia (NAVPACMETOCDET). Logistical support from the staff of the Public Works Department is greatly appreciated.

72°25' E 72°30'

DIEGO GARCIA

40° S -i

LOCATION MAP

Figure 1. Areas of ground-water production, Diego Garcia.

RAINFALL

Background. Rainfall data are available since 1951, and all mean rainfall values in this report are calculated for the base period 1951-96. Monthly rainfall are available in published records for the following periods: 1951-60 (U.S. Department of Commerce, 1968), 1961-70 (U.S. Department of Commerce, 1979), 1971 (U.S. Navy, 1978), and 1972-93 (U.S. Department of Commerce, 1995). Rainfall data for the period January 1994 through September 1997 are from the Naval Pacific Meteorology and Oceanography Detachment at Diego Garcia (NAVPACMETOCDET).

The mean annual rainfall at Diego Garcia is about 104 in/yr. Rainfall varies considerably from month to month and from year to year. A wet season occurs from about September through February, and a dry season from about March through August (Hunt, in press), although the periods March through May and October through November can be considered transitional periods with characteristics of either the wet or dry season (Naval Pacific Meteorology and Oceanography Detachment at Diego Garcia, written commun., 1997).

Recent trends.--Total rainfall for the period July through September 1997 (third quarter of 1997) was 18.58 inches, which is about 9 percent less than the mean rainfall of 20.48 inches for the period July through September. The cumulative rainfall from January through September 1997 was 81.99 inches. Figure 2 shows recorded rainfall amounts and rainfall departures from mean monthly rainfall values that were averaged for the base period 1951-96. Periods of below average rainfall can be inferred from the graph when the departure from the mean monthly rainfall is less than zero. Since January 1997, there were 5 months with negative rainfall departures, and 4 months with positive departures.

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JFMAMJJASOND 1995 1996

JFMAMJJASOND 1997

Figure 2. Monthly rainfall and monthly departure from mean monthly rainfall (for 1951-96) at Air Operations, Diego Garcia, January 1995 through September 1997. Data are from the Naval Pacific Meteorology and Oceanography Detachment at Diego Garcia (NAVPACMETOCDET).

GROUND-WATER WITHDRAWAL

Background.--There are 102 production wells in 5 ground-water production areas. The primary production areas are in the Cantonment area (80 wells; fig. Al) and the Air Operations area (18 wells; fig. A2). The wells in the Cantonment area are further separated into sub-groups, and the ground-water withdrawals are presented by sub-group in this report. Withdrawal is measured by flow meters at all production wells and storage tanks in the water-supply system. The data for withdrawal are provided by the U.S. Navy. Data were collected daily through November 1996, but since December 2, 1996, data are collected every Monday, Wednesday, Friday, and Saturday, and thus represent a total of 1 or 2 days of ground-water withdrawal. If the last day of a month is not a Monday, Wednesday, Friday, or Saturday, then the withdrawal is included in the withdrawal of the next month. Thus, some monthly mean withdrawal data may include the withdrawal data for the last day of the previous month.

Ground-water withdrawal from the Cantonment area increased in 1991 because of decreased withdrawal at Air Operations (Torikai, 1995). From May 1991 through April 1992, 10 wells at Air Operations were shut down because of an underground fuel-pipeline leak near those wells. Pumping resumed at four wells in May 1992, but six Air Operations wells were used in the Fuel-Diversion Program and did not contribute to the water supply. Thus, since May 1992, 12 wells (AO-2 through AO-9 and AO-16 through AO-19) were pumped for water supply.

Recent trends. Ground-water withdrawal was further disrupted in August 1997 with the confirmation of an additional area of fuel contamination at Air Operations, and consequently production wells AO-16 through AO-19 were shut down about August 22, 1997. Therefore, by the end of August 1997, 8 wells (AO-2 through AO-9) were pumped for water supply and 10 wells (AO-10 through AO-19) were shut down. Prior to 1991, the 18 production wells at Air Operations provided about 240,000 gal/d of water. As of September 1997, the 8 wells still pumped provided about 60,000 gal/d of water.

Islandwide withdrawal decreased from 952,100 gal/d in July 1997 to 860,800 gal/d in September 1997. Figure 3 shows time-series graphs of monthly mean withdrawal islandwide and in each ground-water production area from January 1995 through September 1997. Withdrawals from individual wells both increased and decreased (figs. Bl, B2, B3, B4, B5, and B6) during the same period. As a result of the additional contamination at Air Operations, a larger percentage of water was withdrawn from the Cantonment area, thereby altering the distribution of pumpage between the Cantonment and Air Operations areas (table 1). The mean withdrawals for the period January 1995 through June 1997 are included for comparison.

Table 1. Distribution of ground-water withdrawals, Diego Garcia

Month

July 1997August 1997

September 1997Jan. 1995-June 1997

Islandwideground-water withdrawal

(gal/d)

952,100934,800860,800936,200

Percentage of ground-water withdrawal from

Cantonment

81889281

AirOperations

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Figure 3. Monthly mean ground-water withdrawal islandwide and in the ground-water production areas, Diego Garcia, January 1995 through September 1997. Data are collected every Monday, Wednesday, Friday, and Saturday. If the last day of a month is not a scheduled data-collection day, then the withdrawal is included in the withdrawal of the next month.

CHLORIDE CONCENTRATION OF PUMPED GROUND WATER

Background. Chloride concentration is an indication of the relative saltiness of the water. Freshwater is defined in this report as water with a maximum chloride concentration of 250 mg/L. For comparison, the chloride concentration of seawater at Diego Garcia is about 19,400 mg/L (G.W. Tribble, USGS, written commun., 1997). To maintain aesthetic qualities of drinking water such as taste and odor, the U.S. Environmental Protection Agency (1991) recommends a maximum chloride concentration of 250 mg/L.

Chloride-concentration data are provided by the U.S. Navy from analyses done at an on- island laboratory. Chloride concentrations were analyzed daily through November 1996 from water samples collected from the elevated tanks at Cantonment and Air Operations, and from the taps at Industrial Site South (I-Site), Transmitter Site (T-Site), and GEODSS Site. These samples are representative of each of the five ground-water production areas (fig. 1). Since December 2, 1996, chloride concentrations from the five production areas are measured in water samples collected every Monday, Wednesday, Friday, and Saturday. Although daily chloride concentration data were available from the five production areas until November 1996, this report only uses the chloride concentrations from every seventh day that were extracted from the daily record through November 1996. From December 2, 1996, this report only uses the chloride concentrations from water samples collected every Saturday from the representative sites at all five production areas. Chloride concentrations of water collected from individual wells islandwide have always been measured only once a week.

Recent trends. At the end of September 1997, the chloride concentrations of water from the elevated tanks at Cantonment and Air Operations were 86 and 92 mg/L, respectively. In comparison, prior to the change in pumpage distribution between the two areas, the chloride concentrations from the Cantonment and Air Operations areas were 60 and 95 mg/L at the end of June 1997, respectively. The overall upward trend in chloride concentration at Cantonment, T- Site, and GEODSS Site started about February 1997, whereas the overall upward trends at Air Operations and I-Site started in May 1997 and July 1997, respectively.

Chloride concentrations of water from the modules at Cantonment remained below 50 mg/L, with the exception of Module I which fluctuated between 40 and 80 mg/L during the third quarter of 1997 (fig. Cl). The Horizontal wells and Quad wells at Cantonment, and wells AO-4 through AO-9 at Air Operations (figs. C2, C3, and C4) showed overall increasing chloride concentrations of water since about July 1997.

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CHLORIDE CONCENTRATION OF GROUND WATER IN MONITORING WELLS

Background.--Monitoring-well sites comprise one to four vertical wells, with each well having a short screened (open) interval 2 to 5 ft at the bottom of the well. At monitoring sites with more than one well, each well is screened at a different depth, usually between 10 and 80 ft below mean sea level. Some deeper wells tap the transition zone between freshwater and seawater. Monitoring-well sites are distributed islandwide, with 20 sites at Cantonment (fig. A3) and 8 at Air Operations within the active airfield (fig. A4). Additional monitoring-well sites are located south of the airfield, and at Industrial Site South and Transmitter Site. The chloride concentration of ground water is analyzed monthly from water samples collected at 35 monitoring-well sites. These data are provided by the U.S. Navy.

Recent trends. --Monitoring sites AW 16 and BW09 (figs. A3, A4) were selected to show trends in ground-water chloride concentration at Cantonment and Air Operations, respectively. Figures 5 and 6 are graphs of chloride concentration at three depths compared with time at the Cantonment and Air Operations sites, respectively. Rainfall data are included in the figures for comparison. The overall chloride concentration of water from sites AW 16 and BW09 increased throughout the period July through September 1997 (third quarter of 1997). However, the chloride concentration of water from the 10-ft well at site AW 16 decreased during the quarter from 56 to 32 mg/L. During the quarter, the chloride concentration of water from the deepest wells at sites AW16 and BW09 increased by about 2,500 and 900 mg/L, respectively; increases at the shallower wells were between about 10 and 100 mg/L.

11

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Figure 5. Chloride concentration of ground water (sampled at monthly intervals) in monitoring wells at site AW 16 at Cantonment, Diego Garcia, January 1995 through September 1997. Rainfall data from figure 2 are shown for comparison.

12

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JFMAMJJASONDJFMAMJJASONDJFMAMJJASOND 1995 1996 1997

Figure 6. Chloride concentration of ground water (sampled at monthly intervals) in monitoring wells atsite BW09 at Air Operations, Diego Garcia, January 1995 through September 1997. Rainfall data from figure 2are shown for comparison.

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FUEL-DIVERSION PROGRAM AT AIR OPERATIONS

Background. The normal pattern of ground-water withdrawal at Air Operations was disrupted in May 1991 by an underground JP-5 fuel-pipeline leak at the South Ramp parking apron (fig. A2). The leak was about 800 ft from several production wells. To reduce the contamination threat to the freshwater lens at Air Operations, a program to divert fuel away from the production wells was initiated in April 1992. The fuel-diversion program was a closed recirculation loop of withdrawal and injection which hydraulically altered the direction of ground-water flow. The diversion utilized six wells (AO-10 through AO-15), and consisted of pumping about 150,000 gal/d of water from wells AO-14 and AO-15 and directing this water through the common collection main to the wells nearest the leak (AO-10 through AO-12), where it was injected back into the ground. Well AO-13 was used only intermittently since the fuel leak was detected in 1991 (Torikai, 1995).

An elevated mound in the water table created by the injection water helped retard the migration of fuel toward the production wells. Subsequent to the leak detection, 10 wells were shut down from May 1991 to April 1992. However, with the inception of the diversion program, only six wells did not contribute to the water supply. Lost production capacity was about 15 percent of islandwide withdrawal prior to the leak detection.

Injection data for wells AO-10 through AO-12 from May 10, 1993 through August 1997 are collected from water-meter readings. From April 1992 through early May 1993, meter readings of injection were not available, and daily injection at each of the three wells was estimated to be one-third of the total daily withdrawal from wells AO-14 and AO-15 which provided the injection-supply water (Torikai, 1995).

Recent trends. Injection and withdrawal rates at wells AO-10 through AO-12, well AO- 14, and well AO-15 during July and August 1997 were not steady because the recirculation of water was sometimes halted during investigation for further fuel contamination. These 5 wells were shut down about August 4, 1997 as a result of additional fuel contamination at the South Ramp. Target withdrawal and injection rates and daily mean withdrawal and injection rates for wells AO-10 through AO-15 are listed in table 2. Injection and withdrawal rates at wells AO-10 through AO-12, well AO-14, and well AO-15 were between 17 and 31 percent less than the established target rates during July 1997. The daily mean injection was about 104,200 gal/d, while the daily mean withdrawal was about 121,100 gal/d. The total target withdrawal was 150,000 gal/d, and the total target injection was 150,000 gal/d.

Monthly mean withdrawal and injection at wells AO-10 through AO-15 are shown in figure 7 for the period January 1995 through August 1997. Monthly mean withdrawal and injection for wells AO-10 through AO-12, well AO-14, and well AO-15 decreased since January 1997, following withdrawal and injection rates that were close to the target rates since the start of the program in April 1992 (Torikai, 1995).

14

Table 2. Target and actual withdrawal and injection rates for fuel-diversion program,Diego Garcia, July 1997[Injection is denoted by negative values; gal/d, gallons per day]

_. ., Difference between target rate , Target rate Daily mean rate , , .,Well / 1/js / i/js and daily mean rate

(gal/d) (gal/d) J0 (percent)

AO-10 -30,000 -21,400 29

AO-11 -50,000 -34,300 31

AO-12 -70,000 -48,500 31

AO-13 00 0

AO-14 70,000 54,600 22

AO-15 80,000 66,500 17

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- Well not in use. -

g 200 WellAO-14

100

200

100

Well AO-15

JFMAMJJASOND 1995

JFMAMJJASOND 1996

JFMAMJJASOND 1997

Figure 7. Monthly mean ground-water withdrawal and injection at wells AO-10 through AO-15 at Air Operations, Diego Garcia, January 1995 through August 1997. Injection is plotted as negative. Data are collected every Monday, Wednesday, Friday, and Saturday. If the last day of a month is not a scheduled data-collection day, then the withdrawal is included in the withdrawal of the next month.

16

HYDROLOGIC-DATA SECTION

TYPES OF DATA INCLUDED

A. Maps of production and monitoring wells at Cantonment and Air Operations B. Graphs of monthly mean ground-water withdrawal, January 1995 through

September 1997 C. Graphs of chloride concentration of pumped water, January 1995 through

September 1997

DESCRIPTIONS OF PRINCIPAL PRODUCTION SOURCES AT CANTONMENT AND AIR OPERATIONS AREAS

Cantonment Area

1. Modules A, C through L - each module is a well field of two to nine vertical wells that are pumped to a common collection/ transfer tank.

2. Wells HI through H7 are horizontal wells.3. Quad wells are a well field of four vertical wells

Air Operations Area

1. Wells AO-2 through AO-5 are vertical wells.2. Wells AO-6 through AO-9 are horizontal wells.3. Wells AO-10 through AO-15 are horizontal wells which were

used in the Fuel-Diversion Program since April 1992. Wells AO-10 through AO-12 received injection water from water pumped at wells AO-14 and AO-15; AO-13 was intermittently pumped. The Fuel-Diversion Program was stopped in August 1997, and since then wells AO-10 through AO-15 remain shut down.

4. Wells AO-16 through AO-19 are horizontal wells which were shut down in August 1997.

17

SECTION A

Maps of production and monitoring wells at Cantonment and Air Operations

18

72°21'30" 72°22' 72°22'30" 72°23'

7°15'30" m

7°16

7°16'30'

H7

MODE

EXPLANATION

VERTICAL WELL--Typical pumping rate 10 to 12 gallons per minute

HORIZONTAL WELL AND DESIGNATION-Typical pumping rate 50 to 75 gallons per minute

WELL MODULE AND DESIGNATION-Vertical wells that pump to a common 1,000-gallon collection and transfer tank

ROAD, PAVED OR UNPAVED

Figure A1. Ground-water production wells at Cantonment, Diego Garcia.

19

72°24'

too

7°18'

7°19' '~f.

2,000 : 3,000 FEET

EXPLANATION

VERTICAL WELL AND DESIGNATION-Typical pumping rate 10 to 12 gallons per minute

HORIZONTAL WELL AND DESIGNATION-Typical pumping rate 50 to 75 gallons per minute

ROAD, PAVED OR UNPAVED

Figure A2. Ground-water production wells at Air Operations, Diego Garcia.

72°21'30" 72°22' 72°22'30" 72°23'

7°15'30"

7° is 1 m

7°16'30" ii

AW21

EXPLANATION

MONITORING SITE AND DESIGNATION-Consisting of two or more monitoring wells with short (2- to 5-foot) open intervals of different depths

ROAD, PAVED OR UNPAVED

Figure A3. Monitoring wells at Cantonment, Diego Garcia.

21

72°24' 72°25' 72°26'

7° is 1 m

7°19'

2,QPP; ;; 3,OOQ FtfT

EXPLANATION

MONITORING SITE AND DESIGNATION-Consisting of two or more monitoring wells with short (2- to 5-foot) open intervals of different depths. Wells BWOI and BW02 are outside the boundary of this map

ROAD, PAVED OR UNPAVED

Figure A4. Monitoring wells at Air Operations, Diego Garcia.

SECTION B

Graphs of monthly mean ground-water withdrawal, January 1995 through September 1997

23

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JFMAMJJASOND 1997

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31

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32

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33

SECTION C

Graphs of chloride concentration of pumped water, January 1995 through September 1997

34

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Figure Cl. Chloride concentration of pumped water (sampled at weekly intervals) at Module A and Modules C through L at Cantonment, Diego Garcia, January 1995 through September 1997.

35

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J FMAMJ JASOND 1996

J FMAMJ JASOND 1997

Figure C2. Chloride concentration of pumped water (sampled at weekly intervals) at Horizontal wells HI through H7 at Cantonment, Diego Garcia, January 1995 through September 1997.

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REFERENCES CITED

Hunt, C.D., Jr., in press, Hydrogeology of Diego Garcia, chap. 32 o/Vacher, H.L. and Quinn, T., eds., Geology and hydrogeology of carbonate islands: Amsterdam, The Netherlands, Elsevier Science Publishers.

Torikai, J.D., 1995, Status of ground-water resources at U.S. Navy Support Facility, Diego Garcia: Summary of hydrologic and climatic data through September 1993; U.S. Geological Survey Open-File Report 94-306, 51 p.

U.S. Department of Commerce, 1968, World weather records, 1951-60: Washington, D.C., U.S. Government Printing Office, 6 vols.

___, 1979, World weather records, 1961-70: Washington, D.C., U.S. Government Printing Office, 6 vols.

___, 1995, International station meteorological climate summary (ISMCS), ver. 3.0 [CD- ROM]: Asheville, N.C., National Oceanic and Atmospheric Administration.

U.S. Environmental Protection Agency, 1991, Secondary maximum contaminant levels (section 143.3 of part 143, National secondary drinking water regulations): U.S. Code of Federal Regulations, Title 40, Parts 100 to 149, revised through July 1, 1991.

U.S. Navy, 1978, Station climatic summary, January 1951-December 1977: Asheville, N.C., Naval Weather Service Detachment, 4 p.

43