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GROUND WATER ATLAS OF THE UNITED STATES SEGMENT 13 ALASKA, HAWAII, PuERTO Rico AND THE U.S. VIRGIN IsLANDS '"'"' . ~ . .. HAWAII "":~ • ... \. By James A. Miller, R. L. Whitehead, Stephen B. Gingerich, Delwyn S. Oki, and Perry G. Olcott MONTANA 8 WYOMING UTAH COLORADO 2 NEW MEXICO 13' Revised 1999 NORTH DAKOTA SOUTH DAKOTA NEBRASKA KANSAS OKLAHOMA TEXAS • _;r U.S. VI:N ! _ ISLANDS IOWA MISSOURI ARKANSAS CONTENTS Alaska Hawaii Puerto Rico and the U.S. Virgin Islands .. . References ....................... . Cartographic design and production by Cidney J. Freitag, Steuen M. Bolssen, and Timothy P. Flynn N2 N12 N22 N36 Nl CONTENTS Regional Summary . . . ........ . N2 N8 Nll N11 Unconsolidated-deposit aquifers. Bedrock aquifers . . ............ _ ........... .............. . Geothermal water . . ..... . .......... . ................... . References ..... . N36 INTRODUCTION Alaska is the largest State in the Nation and has an area of about 586,400 square miles, or about one-fifth the area of the conterminous United States. The State is geologically and topographically diverse and is characterized by wild, scenic beauty. Alaska contains abundant natural resources, includ- ing ground water and surface water of chemical quality that is generally suitable for most uses. .- \. .. · ..... ..-,:.~ . .. Pa In 1990, Alaska had a population of about 552,000 and, thus, is one of the least populated States in the Nation. Most of the population is concentrated in the cities of Anchorage, Fairbanks, and Juneau, all of which are located in lowland areas. The mountains, the frozen Arctic desert, the interior pla- teaus, and the areas covered with glaciers lack major popu- lation centers. Large parts of Alaska are uninhabited and much of the State is public land. Ground-water development has not occurred over most of these remote areas. Regional Summary The central part of Alaska is drained by the Yukon River and its tributaries, the largest of which are the Porcupine, the Tanana, and the Koyukuk Rivers. The Yukon River originates in northwestern Canada and, like the Kuskokwim River, which drains a large part of southwestern Alaska, discharges into the Bering Sea. The Noatak River in northwestern Alaska dis- charges into the Chukchi Sea. Major rivers in southern Alaska include the Susitna and the Matanuska Rivers, which discharge into Cook Inlet, and the Copper River, which discharges into the Gulf of Alaska. North of the Brooks Range, the Colville and the Sagavanirktok Rivers and numerous smaller streams dis- charge into the Arctic Ocean. PHYSIOGRAPHY Most of Alaska is on a large peninsula that forms the northwestern corner of the North American continent and separates the Arctic Ocean from the Pacific Ocean (fig. 1 ). The southeastern part of the State is on the main body of the continental land mass. Alaska is separated from Russia by the narrow Bering Strait and from the conterminous United States by part of western Canada. N2 Figure 1. Large chains and ranges of high, rugged mountains in southern Alaska are separated from the Brooks Range in northern Alaska by wide areas of low mountains, plateaus, highlands, and lowlands. The lowlands are located primarily along the courses of major streams. CJ CJ "" · .. EXPLANATION Lowland-Less than 1,000 feet a bove sea level Low mountains, plateaus, and highlands-Summits from 1,000 to 5,000 feet above sea level High, rugged mountains-Summits greater than 5,000 feet above sea level -1 I 60~ C1' fJ/ Nu shagak. ~ Bristol Bay <(;r::. lowta~ ·~' :. ~~; l-4 I a n d s . ~c.!'-- "'- ~· • ~ lJ t . •' .. ~-.d>., : a " I s ~·- ~ "'6 ""'-.. 0 ., ......0~ Base modified from o· e:> .,\.::; k."" " U.S. Geological Survey digital data Kodial< Mountains Gu l f of Alo.ska P ac if i c O ce an f i c 0 e an Large areas of high, rugged mountains in northern and southern Alaska are extensions of mountain systems in Canada . The Brooks Range in northern Alaska is the western terminus of the Rocky Mountain System. In southern Alaska, the Alaska and the Boundary Ranges, and the Talkeetna, the Wrangell, the Kenai-Chugach, and the St. Elias Mountains are extensions of the Pacific Mountain System. The south peak of Mount McKinley in the Alaska Range is the highest point in the United States and has an altitude of 20,320 feet above sea level. The Aleutian Range that extends as a long peninsula southwestward from the Alaska mainland is an extension of the Alaska Range. Parts of the summits and upper slopes of the southern mountain ranges and chains are covered with glaciers. In contrast, only small valley glaciers are present in the eastern parts of the Brooks Range. Low mountains, plateaus, and highlands bound the high mountains and are, in turn, bounded by lowland areas (fig. 1 ). The lowlands are primarily along the courses of major streams and in coastal areas. Most of the cities, towns, and villages in Alaska are in the lowland areas. SCALE 1:15,000,000 0 50 100 MILES I I I I I 0 50 100 KILOM ETERS .,.· . \ 0 """' •. '. / \0 20-40 'Q. .,.· .. \0 Figure 2. Alaska has four climatic zones in which conditions range from low temperatures and light precipitation in the A rctic zone to moderate temperatures and heavy precipitation in the Maritime zone. EXPLANATION Climatic zone ~ c::::::::J Arctic c::::::::J Continental c::::::::J Transitional c::::::::J Maritime -1 I ~ (J ( i \. tP .,. 0 .... ~- a n I "-<f..&,J ... -~ 0 s I a n _d s ~~-- • "' • ..; .,cP< Figure 3. Average annual precipitation in A Iaska is greatest in mountainous areas adj acent to the southern coastline and least in the northern part of the North Slope. EXPLANATION Average annual precipitation (1951-80), in inches 10 20 40 80 160 I a n d s ~-~-- • ... ..; "" Figure 4. A verage annual runoff in Alaska ranges from less thanlO to more than 160 inches. Runoff is least in the northern and central parts of the State and greatest in the mountainous areas in its southern and southeastern parts. -1 I EXPLANATION Average annual runoff (1951-80), in inches 10 20 40 80 160 No data e I.J t . -~ ~ ' a ,. '-d'» c . n I s I a n _d s ~c.!:>~ . ""-"'"'· ~ C> ' "' M _.c;P< Gulf of Alo>ka Pacific Ocean Base modified from U.S . Geological Survey digita l data Gulf of Alaska Pacific Ocean " Base modified from U.S. Geological Survey digital data Gulf of Alaska Pacific Ocean ~ Base modified from U.S. Geological Survey digital data SCALE 1:15,000,000 0 50 100 M ILES Modified from Zenone and Anderson, 1978 SCALE 1:15,000,000 50 100 MILES I I I I 0 50 100 KILOMETERS Modified from Jones and Fahl, 1994 SCALE 1:15,000,000 0 50 100 MILES I ' , Modified from Gebert and others, 1987 CLI.MATE Alaska has a variable climate because of its large size, position between two oceans, high latitude, and range in alti- tude of the land surface. The State is divided into four climatic zones, based on variations in precipitation and temperature (fig. 2). The Arctic zone is characterized by average annual precipitation of less than 20 inches and an average annual temperature of 20 degrees Fahrenheit or less; seasonal varia- tion in temperature is small in this zone. The Continental zone extends over about two-thirds of the State and is character- ized by about 20 inches of average annual precipitation and an average temperature of about 22 degrees Fahrenheit. Tem- perature extremes are greater in the Continental zone than in the other climatic zones. Average annual precipitation in the narrow Transitional zone is about 30 inches, and temperatures average about 27 degrees Fahrenheit annually. The Maritime zone is extremely wet compared to the other three climatic zones; it averages about 70 inches of precipitation annually. Average annual temperature in the Maritime zone is about 42 degrees Fahrenheit. This zone lacks prolonged periods of freez- ing weather at low altitudes and is characterized by cloudiness and frequent fog . The combination of heavy precipitation and low temperatures at high altitudes in the coastal mountains of southern Alaska accounts for the numerous mountain glaciers. PRECIPITATION AND RUNOFF Average annual precipitation (1951-80) varies greatly in Alaska (fig. 3). Areas along the northern part of the North Slope receive less than 10 inches of average annual precipi- tation, whereas more than 160 inches has been recorded in several places in the southern part of the State, adjacent to the Gulf of Alaska and the Pacific Ocean. Locally, Sitka in the southeastern part of the Maritime climatic zone receives more than 300 inches of precipitation. The amount of precipitation is directly related to topography; high, rugged mountains re- ceive the greatest amounts of precipitation and lowland areas receive least (compare figs. 1 and 3). Much of the precipitation falls as snow from November through March. Snow might fall year-round in the high moun- tains, where much of it is stored for long periods in glaciers and icefields. The glaciers of Alaska extend over about 17,000 square miles, which is about the size of the combined areas of Massachusetts and New Hampshire; perennial snowfields extend over an additional 13,000 square miles. The water con- tent of the glacial ice is not released until the ice has moved to altitudes sufficiently low to allow the ice to melt. Likewise, water that is stored as snow on the land surface is not released until the spring melt. Several months (in the case of snow) or many years (in the case of glacial ice) may elapse between the time that precipitation falls and the time that it runs off. Average annual runoff (1951-80) in Alaska ranges from less than 10 inches in large areas of the northern and central parts of the State, and small areas near Cook Inlet and along part of the Copper River, to more than 160 inches in local areas in the southern and southeastern parts of the State (fig. 4) . The pattern of distribution of runoff is similar to that of pre- cipitation: both are least in lowland areas and greatest in mountainous areas. Average annual runoff over about two- thirds of Alaska is less than 20 inches. Average annual precipitation minus the total of average annual direct runoff plus evapotranspiration (the combination of evaporation and transpiration by plants) is the amount of water potentially available to infiltrate downward to aquifers in their recharge areas. Although about one-half of Alaska re- ceives less than 20 inches of average annual precipitation (fig. 3), conditions of low temperature, high humidity, and cloudy skies that prevail over most of the State minimize the rate of evaporation. Short summers minimize the time during which vegetation actively grows and, thus, negligible amounts of water are returned to the atmosphere by evapotranspiration . The small amount of evapotranspiration that does occur, how- ever, may be a large percentage of the precipitation that falls in northern and western Alaska. Perennially frozen ground, or permafrost, inhibits infiltration of precipitation to underlying aquifers and promotes rapid runoff to streams. N3 N4 PERMAFROST Permafrost is soil, unconsolidated deposits, or bedrock that has been continuously at a temperature of 32 degrees Fahrenheit or less for two or more years. The term is synony- mous with "perennially frozen ground" but is defined solely on the basis of temperature; locally, permafrost might contain very little water or ice, or might contain highly mineralized water that remains liquid at temperatures less than 32 degrees Fahrenheit. Most permafrost, however, is consolidated by ice. Permafrost is widespread in Alaska (fig. 5), but occurs only in small areas at high altitudes elsewhere in the United States. The thickness and areal continuity of permafrost are greatest in the continuous permafrost zone of northern Alaska and diminish southward. Locally, permafrost extends to depths of 2,000 feet below land surface in parts of the continuous permafrost zone. The wide zone of discontinuous permafrost shown in figure 5 contains isolated or interconnected unfro- zen zones within the permafrost. In this zone, the thickness and lateral continuity of the permafrost decrease southward until only scattered, isolated areas of frozen ground are found near NOT TO SCALE Figure 6. In northern Alaska, permafrost is at shallow depths under small, shallow lakes; intermediate depths under small, deep lakes and small to large surface streams; and is very deep or absent under large lakes, major rivers, and the ocean. Factors that locally affect the surface heat balance, and thus, the presence and thickness of permafrost, include soil and rock type, relief, slope aspect (steepness and the direc- tion which the slope faces), vegetation, snow cover, and the presence of surface-water bodies or flowing ground water. Different types of soils and rocks conduct heat at different rates and, thus , affect the depth and thickness of permafrost. Unvegetated soils may be warmer than vegetated soils be- cause they lack the shading effect of the vegetation. In areas underlain by intrusive igneous rocks, the geothermal gradient may be higher than normal, thus limiting the thickness of permafrost, and where thermal springs issue from such rocks, they provide enough heat to locally thaw the permafrost. In the zone of discontinuous permafrost, silt in the alluvial and glacial deposits in lowlands is more likely to contain perm a- frost than sand and gravel interbedded with the silt. The sand and gravel beds might contain moving ground water that con- ducts sufficient heat to melt the permafrost. The insulating effect of thick snow tends to prevent the formation of perma- frost locally; thick snow accumulations are more likely to form on gentle slopes than on steep slopes. Southward-facing slopes receive more solar radiation and, thus, are less likely to be underlain by permafrost than are northward-facing slopes. The warming effect of streams, rivers, lakes, and the ocean may extend to a depth of several hundred feet and re- sult in local areas where permafrost is thin or absent. The relation of surface-water bodies to the depth and thickness of permafrost in the zone of continuous permafrost is shown in figure 6 . Beneath the ocean, large, deep lakes, or large streams, permafrost is thin or might be absent. Beneath small, deep lakes or streams that are perennially ice-free, an unfrozen zone overlies the permafrost but is bounded by it on the sides. The water in such an unfrozen zone commonly is highly mineralized. Beneath small, shallow lakes or creeks that completely freeze during the winter, permafrost is present only a few feet below the bottom of the surface-water body. In the discontinuous permafrost zone, the permafrost is thinner, and most lakes and large rivers are underlain by unfrozen zones that perforate the permafrost. Human activities can affect the local thickness of perma- frost because changes in ground surface temperature of only the southern limit of the zone. Areas near the southern and southeastern coasts of Alaska generally contain no permafrost. The occurrence of permafrost is controlled by the heat balance at the surface of the earth. This balance is affected regionally by the average annual air temperature, which usu- ally must be several degrees below 32 degrees Fahrenheit in order for permafrost to form and persist. The southward in- crease in average annual air temperature in Alaska is directly reflected by a southward decrease in the thickness and areal continuity of permafrost. The thickness of permafrost is de- termined by the average annual temperature of the ground surface, thermal properties of the soil and rock, and the geo- thermal gradient (the natural increase in the temperature of the earth with depth). Where the average annual ground-sur- face temperature is below freezing, permafrost may form and extend downward until the heat gained from the earth raises the local temperature above the freezing point. Much of Alaska's permafrost is thought to have formed partly during the Pleistocene Epoch, when temperatures were much lower than at present. \0 -'1 I e u l . Figure 5. Permafrost, or perennially frozen soil and rock, is continuous in northern Alaska, discontinuous in a wide band in the central part of the State, and absent in southern and southeastern areas near the coast. EXPLANATION Permafrost zone Continuous Discontinuous No permafrost \ 60~ .• : "'- ' a ·• '-'"..;,>"" o . n I s Ian _d s ~C.!'_. "" Small. deep lake Large, deep lake or large stream EXPLANATION [ 0 .. J Unconsolidated deposits ~ Permafrost ~ Seasonally frozen ground a few degrees can change permafrost thickness. Removing natural vegetation and its insulating effect in the process of clearing land causes increased solar absorption, a rise in sur- face temperature, and thinning of permafrost. Conversely, adding fill during road building or other construction projects increases the thickness of insulating material above the per- mafrost and under these insulated roadways the permafrost is less likely to melt. Heat radiating from the floors of buildings constructed directly on the land surface can cause thinning of permafrost, whereas the shading effect of buildings con- structed on pilings creates a less likely chance of the perma- frost melting. Permafrost is reflected by distinctive geomorphic features at the land surface. Small lakes are common to abundant in permafrost areas. In the zone of discontinuous permafrost, many of these lakes are "thaw lakes" that occupy shallow depressions and are unfrozen only in summer. Beaded drain- age, or streams along which small pools appear to be con- nected like beads on a string, is an indicator of permafrost ar- eas. Patterned (polygonal) ground such as that shown in fig- ure 7 forms in permafrost areas where the ground freezes and then contracts on further cooling. Cracks that open during the contraction propagate downward well into the permafrost, where the temperature remains below freezing even during the melt season. When spring melt occurs at the surface, water runs down into the crack and refreezes at depth. This cycle of freezing, contraction, melting, and freezing again occurs each year, adding annual growth margins to the wedges, which in- tersect to form polygons. Pingos, or isolated, steep-sided, cir- cular to oval hills (fig. 8) that range from 10 to more than 100 feet in height, form in permafrost areas. One way in which pingos form is by freezing of thawed and saturated sediments of drained lake basins. The sediments freeze inward from the sides of the basin and downward from the surface, and expand as they freeze. Water may be expelled from the sediments due to the volume expansion created by the freezing. The water pressure pushes upward an area of thin frozen sediment to form the core of a pingo. A few feet of silt, sand, and peat overlie the ice core. ~·-~0 .. "' .-.,; 7< Base modified from U.S. Geological Survey digital data Figure 7. Patterned ground, such as these polygonal features adjacent to a drilling pad built for oil exploration in northern Alaska, forms as a result of ground conLracLion caused by repealed freezing and thawing. Such features are characteristic of continuous permafrost areas. Figure 8. Some pingos, or low, circular hills such as the two shown here, form in the basins of abandoned lakes in permafrost areas. Upward expansion of water under pressure from ice that freezes inward from the basin margins forms the cores of the pingos. Gulf of Alaska Pacific Ocean \ 0 SCALE 1:15,000,000 50 100 MILES 0 50 100 KILOMETERS Modified from Ferrians, 1965 George Gryc, U .S. Geological Survey, 1985 George Gryc, U.S. Geologica l Survey, 1985 0 RELATION OF PERMAFROST AND GROUND WATER The principles of ground-water recharge, movement, and discharge are, in general, as valid in permafrost areas as in more temperate regions. However, ground-water flow systems in permafrost areas are affected by cold climate and the pres- ence of perennially frozen ground. The generalized diagram of permafrost conditions shown in figure 9 is representative of the northern and middle parts of the zone of discontinuous permafrost. The top of perennially frozen ground is called the permafrost table. Above the permafrost table is the active layer, a zone that freezes in winter and thaws in summer; per- meable, saturated parts of the active layer constitute suprapermafrost aquifers. These aquifers are seasonal and are primarily useful as a summer water supply where they con- tain water of usable chemical quality. Suprapermafrost aqui- fers are a source of freshwater for some villages near the Arctic Ocean. In recent years, however, water pumped from fresh- water lakes in summer and stored in heated tanks for winter use is a more likely source of supply. The permafrost table forms a basal confining unit for the suprapermafrost aquifers. GEOLOGY The rocks and unconsolidated deposits exposed in Alaska range in age from Precambrian to Holocene. The distribution of major categories of rock types is shown by a generalized geologic map (fig. 10). Within each major mapped category, rocks younger or older than those represented by the category might crop out, but are not shown because of the map scale. Glacial drift deposited during the Pleistocene Epoch by large valley glaciers mantles mountain flanks and adjacent lowland areas in most of the mountainous areas of Alaska. These drift deposits and large areas of windblown silt (called loess) de- rived from glacial deposits are likewise not shown on the map. Although consolidated bedrock locally yields water to wells, especially where the bedrock is fractured or contains large solution openings, most ground water is withdrawn from per- meable Quaternary deposits. Modern interpretations of the complex geology of Alaska are based on the concept that the State is a mosaic of geo- logic terranes. A terrane is a body of rock of regional extent that is bounded by faults, and whose geologic history is dif- ferent than that of adjacent terranes. All the terranes in Alaska represent blocks of the Earth's crust that have moved large or small distances relative to each other. The movement might have been translational (lateral movement without rotation) or rotational or both. Some of the terranes may have moved only a short distance, whereas others may have moved laterally for several hundred miles or rotated as much as 135 degrees. The pattern of terranes in Alaska reflects the interactions of oce- anic crustal plates with the North American plate; large-scale lateral and rotational movements, rifting, and volcanic activ- ity result from these interactions. A detailed discussion of Alas- kan terrane theory and evidence is beyond the scope of this Atlas; an excellent summary of the topic can be found in Permeable material below the base of permafrost consti- tutes subpermalrost aquifers. 'In t'ne zone ol con'imuous peT- mafrost, these aquifers consist mostly of consolidated rock; in the discontinuous permafrost zone, they commonly consist of unconsolidated deposits. Subpermafrost aquifers are used as sources of water supply in parts of the basins of the Yukon and Tanana Rivers where the aquifers contain freshwater. How- ever, subpermafrost aquifers in parts of northern and western Alaska and in the Copper River Lowland contain highly min- eralized water. Permafrost affects ground-water recharge, movement, and discharge. The frozen ground blocks the downward per- colation of rainfall or meltwater, and thus restricts recharge to subpermafrost aquifers. Where the permafrost table is shallow, it can perch water near the land and surface. Permafrost also blocks the lateral movement of ground water, and acts as a confining unit for water in subpermafrost aquifers. Discharge of water confined beneath the permafrost is possible only through unfrozen zones, or taliks, that perforate the permafrost layer. Although a huge quantity of water is stored in the per- mafrost, the water cannot be obtained and the presence of thick, continuous permafrost greatly limits the usefulness of most shallow aquifers. Plafker and Berg ( 1994), listed in the References section of this atlas. Some of the large faults shown in figure 10 separate terranes. Lower Paleozoic and Precambrian metamorphic rocks underlie most of central Alaska and much of the Seward Pen- insula, the Yukon-Tanana Upland, the Kokrine-Hodzana High- lands, and the southern flank of the Brooks Range (compare fig. 10 with fig. 1). These rocks are primarily gneiss, schist, phyllite, and quartzite, but locally include argillite, marble, and several kinds of metasedimentary rocks. Local areas of Lower Paleozoic and/or Precambrian sandstone, limestone, shale, and chert in the northeast Brooks Range are mapped in this category. In the eastern part of the Yukon-Tanana Upland, Paleozoic intrusive and volcanic rocks of various kinds intrude, overlie, or are faulted against lower Paleozoic and Precambrian metamorphic rocks in an area of complex geology. Cambrian through Devonian sedimentary rocks are wide- spread in the Brooks Range, the northwestern part of the Yukon-Tanana Upland, the northwestern and eastern parts of the Kuskokwim Mountains, the northeastern part of the Nushagak-Big River Hills, and southeastern Alaska. Smaller areas of these rocks are exposed in the easternmost part of the Alaska Range and in the Northern Foothills that border that range. These rocks consist mostly of sandstone, shale, and siltstone, but also include beds of limestone, dolomite, and chert. Cambrian through Devonian sedimentary rocks are complexly folded and faulted in the Brooks Range and are less deformed elsewhere. Mississippian through Permian sedimentary rocks crop out mostly along the northern flanks of the Brooks Range, in the eastern part of the Porcupine Plateau (compare fig. 10 and fig. 1 ), in the northern and eastern parts of the Alaska Range, in the Wrangell Mountains and the northeastern part of the Kenai-Chugach Mountains, and locally in southeastern Alaska. Arctic Ocean Land surface / : • •• • --~ -· } Active layer .... . "" ... ... .... ... . . .... .... ... .... . / .·~·- • •• • ·_ .. · ~ - Permafrost Su prapermafrost aqu ifer (seasonal) __. .... · . :;'1 table ~······ ..•• • . . __ :;.>----~ ~ Subpermafrost / 1--- aquifer EXPLANATION Figure 9. Water can be obtained from supra- permafrost aquifers only seasonally, during lhe summer. In contrast, aquifers beneath the permafrost will yield water throughout the year, but the water might be highly mineralized in some areas of Alaska. L_ ____________________ __v~'" Unsaturated unconsolidated deposits Saturated unconsolidated deposits NOT TO SCALE and others, 1969 Permafrost These rocks are mostly limestone, shale, siltstone, and sand- stone, but include beds of conglomerate, dolomite, and chert. Locally, marble , argillite, and metasedimentary and metavolcanic rocks are mapped in this category. Upper Paleozoic metamorphic, sedimentary, and igneous rocks are exposed mostly in southeastern Alaska, the west- ern parts of the Ahklun Mountains, and the southern part of the Nulato Hills. Metamorphic rock types mapped in this cat- egory include schist, gneiss, phyllite, and slate; sedimentary rocks include limestone, dolomite, chert, tuff, and volcaniclastic rocks; and igneous rocks include gabbro and basaltic to andesitic lava flows. Mesozoic sedimentary rocks underlie large parts of the Arctic Foothills and the Arctic Coastal Plain, the Baird Moun- tains and the Indian River Upland south of the Brooks Range, most of the Nulato Hills, the Nushagak-Big River Hills, the Kuskokwim and the Ahklun Mountains, and the southern part of the Alaska Range. Smaller exposures of these rocks are in the Wrangell and the Talkeetna Mountains, the northern part of the Aleutian Range, the Kodiak Mountains, and the Chilkat- Baranof Mountains (compare fig. 10 with fig. 1 ). These rocks are mostly shale, siltstone, and sandstone, but locally include limestone and large deposits of coal. Mesozoic volcanic rocks crop out in large areas of cen- tral Alaska, from the eastern side of the Seward Peninsula to the westernmost part of the Yukon-Tanana Upland to the northern part of the Kuskokwim Mountains. Smaller areas of these rocks are exposed in the Nulato Hills, the western part of the Ahklun Mountains, the Talkeetna and the Wrangell Mountains, and southeastern Alaska. These rocks range in composition from andesite to basalt. Mesozoic intrusive rocks crop out in smaller areas than the Mesozoic volcanic rocks, but are widespread in central, southern, and southeastern Alaska. These rocks are mostly in upland and mountainous areas and range in composition from granite to gabbro. The widespread occurrence of these rocks, along with that of the Mesozoic volcanic rocks, shows that ig- neous activity was greatest in Alaska during Mesozoic time. Mesozoic metamorphic, volcanic, and igneous intrusive rocks underlie large parts of the Kenai-Chugach Mountains and a small part of the Kodiak Mountains. These rocks con- sist of greenstone, limestone, chert, granodiorite, schist, and layered gabbro. Their contacts and extent are incompletely known because of glacial cover in many places. Tertiary sedimentary rocks crop out mostly in the north- eastern part of the Arctic Coastal Plain, near Cook Inlet and the northern part of the Gulf of Alaska, and in the northern part of the Aleutian Range. Smaller exposures of these rocks are along part of the Northern Foothills that flank the Alaska Range, and on the south-central flank of the Alaska Range. These rocks are primarily sandstone, siltstone, and shale, but also contain beds of coal, mudstone, and conglomerate. Tertiary intrusive igneous rocks are prominent in the southern part of the Alaska Range and in the Talkeetna Moun- tains. Smaller exposures of these rocks are found in the east- ern part of the Yukon-Tanana Upland, the Kodiak Mountains, and on some of the Aleutian Islands. These rocks range in composition from gabbro to granite. Tertiary volcanic and sedimentary rocks are exposed mostly in the area around Prince William Sound, the southeast- ern side of Kodiak Island, and in the Aleutian Islands. These rocks consist of complexly interbedded sedimentary and vol- canic rocks of early Tertiary (Paleocene through Oligocene) age. Quaternary and Tertiary volcanic rocks ranging in com- position from rhyolite to basalt are prominent in large parts of central and southern Alaska and in the Aleutian Islands. Volcanic eruptions continue along Cook Inlet, on the Alaska Peninsula, and in the Aleutian Islands at the present time. Figure 10. Paleozoic and Mesozoic sedimentary rocks are the most widespread rock units in Alaska. Volca nic and intrusive igneous rocks underlie most of the State's major mountain ranges, except for the Brooks Range, which is underlain mostly by Paleozoic sedimentary and metamorphic rocks. Beauj Ort S ea Quaternary unconsolidated deposits are present in low- land areas throughout Alaska. The deposits mapped in figure 10 represent only thick accumulations of these deposits; small areas of thin deposits are not shown. These deposits consist primarily of alluvium but also include glacial deposits and locally include eolian and beach deposits. In coastal areas, del- taic and marine deposits of Quaternary age are included in this map category. Aleutia" 0 ;, o' C) oCV • ' St. Lawrence Island Chukchi Sea ~ fi-r<:~""· ~ .4J, ~ Base modified from /"' .~ c.s U.S. Geological ~ ~£> Survey digital data • 0 Gulf of Alaska .. Pacific Ocean .. SCALE 1:7,500,000 EXPLANATION Quaternary Unconsolidated deposits Tertiary Sed imentary rocks Mesozoic Sedimentary rocks Mississippian through Permian Sedimentary rocks Cambrian through Devonian Sedimentary rocks 50 100 MILES 100 KILOM ETERS \ \ \ \ \ \ \ I '( ' \ Mod ified from ' Beikman, 1980 .. c=J c=J Quaternary and Tertiary Volcanic rocks Tertiary Intrusive igneous rocks Volcanic and sedimentary rocks Mesozoic Volcanic rocks Intrusive igneous rocks Metamorphic, volcanic, and igneous intrusive rocks Upper Paleozoic Metamorphic, sedimentary, and igneous rocks Paleozoic Igneous intrusive and volcanic rocks Lower Paleozoic and Precambrian Metamorphic rocks Glacier No data Fault-Dashed where approximately located NS N6 AREAL DISTRIBUTION OF AQUIFERS Information on subsurface geology, ground water, and permafrost is sparse in Alaska, and for many places no data are available. In large parts of the State, the surface geology is not well known. It is difficult to extrapolate hydrologic con- ditions from the few areas where they are known to different localities that have similar geologic settings because local variations in geologic and permafrost conditions significantly affect the occurrence and movement of ground water. The aquifers of Alaska have never been mapped, except in the immediate vicinity of some of the towns and cities such as Kenai, Anchorage, Juneau, and Fairbanks. In other places, data from widely scattered drill holes, combined with maps of the surficial geology, allow some inference about the availabil- ity of ground water. The distribution of coarse-grained, uncon- solidated alluvial and glacial-outwash deposits of Quaternary age is shown in figure 11 . In many areas, such as the Tanana River basin, these deposits comprise thick aquifers that yield large quantities of water to wells. In other areas, such as the Copper River basin, widespread Quaternary deposits consist mostly of lacustrine silt and clay that are underlain by saline water and do not comprise aquifers. In the coastal area be- tween Norton Sound and Bristol Bay, Quaternary deposits extend over large areas but are generally too fine grained to yield significant amounts of water. However, sand and gravel deposits such as those that provide the water supply for Bethel locally form productive aquifers. From the Brooks Range northward to the Arctic Ocean, Quaternary deposits contain continuous permafrost and, therefore, are not aquifers. In the northern part of the zone of discontinuous permafrost, the alluvial and outwash deposits are frozen during much of the year and exploration for local sources of ground water has generally not been conducted. In this region, however, scat- tered occurrences of large surface accumulations of ice dur- ing the winter indicate the presence of local aquifers. Unconsolidated Quaternary deposits may locally be as thick as 1,000 feet in large basins such as the Yukon, the Kuskokwim, the Tanana, and the Copper River. The entire thickness, however, does not yield water. At depth, the deposits are likely to consist of fine grained marine or lacustrine sedi- ments. A test hole drilled near Fort Yukon in 1994, for ex- ample, penetrated lacustrine sediments from a depth of 600 feet to the bottom of the hole at 2,000 feet. Igneous, metamorphic, and sedimentary rocks underlie about 70 percent of Alaska. Although these rocks generally yield smaller amounts of water to wells than coarse-grained alluvial and outwash deposits, they are important aquifers in some parts of the State. In the Fairbanks area, approximately half the residents obtain water from wells completed in bed- rock. Large springs that issue from carbonate rocks in the eastern part of the Brooks Range are reported to discharge as much as 16,000 gallons per minute. Carbonate bedrock on Admiralty Island in southeastern Alaska also yields large quan- tities of water from well-developed cave systems. In general, the water-yielding capability of bedrock in Alaska is not well known, however, and bedrock aquifers are not mapped in fig- ure 11. Table 1. Dissolved-solids concentrations in water from the unconsolidated-deposit aquifers in selected areas range from 26 to 3, 490 per liter [Modified from Zenone and Anderson, 1978] Dissolved-solids concentration Area (milligrams per liter) Number of Average Samples J uneau 141 199 Haines 14 209 Copper River Lowland: Wells less than 100 feet deep 11 535 Wells greater than 100 feet deep 13 1,936 King Salmon 16 158 Homer 27 314 Kenai 140 209 Anchorage 567 159 Fairbanks 502 227 GROUND-WATER QUALITY The concentration of dissolved solids in ground water provides a basis for categorizing the general chemical quality of the water. Dissolved solids in ground water primarily result from chemical interaction between the water and the rocks or unconsolidated deposits through which the water moves. Rocks or deposits composed of minerals that are readily dissolved will usually contain water that has large concentra- tions of dissolved solids. The rate of movement of water through an aquifer also affects dissolved-solids concentrations; the longer the water is in contact with the minerals that com- pose an aquifer, the more mineralized the water becomes. Thus, larger concentrations of dissolved solids commonly are in water at or near the ends of long ground-water flow paths. Aquifers that are in hydraulic connection with bays, sounds, or the ocean commonly contain saline water, and mixing of fresh ground water with this saline water can result in a large increase in the dissolved-solids concentration of the freshwa- ter. Contamination from human activities can increase the concentration of dissolved solids in ground water; such con- tamination usually is local but can render the water unfit for human consumption or for many other uses. Minimum Maximum 26 372 66 352 55 1,015 382 3,490 94 222 139 489 50 368 93 225 112 342 The terms used in this report to describe water with dif- ferent concentrations of dissolved solids are as follows: Dissolved-solids concentration, Term in milligrams per liter Freshwater 00 00 00000000 000000000000 00 000000 . Less than 1,000 Slightly saline water 00000000 00 00 00 00 00 0 1,000 to 3,000 Moderately saline water OO OOo OO OOOO OO 3,000 to 10,000 Very saline water 0000 0000 00 00 000000 00 00 00 10,000 to 35,000 Brine 00 ..... .. .. .. .. .. oo .. oo .. ...... ...... ..... Greater than 35,000 The chemical quality of water from aquifers in unconsoli- dated deposits in Alaska generally is suitable for most uses. The water, classified by the dominant dissolved ions it contains, is a calcium bicarbonate or calcium magnesium bicarbonate type in inland areas. Locally, in areas near the coast, these aquifers contain moderately saline to very saline water in their downgradient parts, where the aquifer is hydraulically con- nected to seawater of a sodium chloride type. Water in the mixing zone between fresh and saline water in these coastal aquifers commonly is a sodium bicarbonate type. Dissolved-solids concentrations in water from unconsoli- dated-deposit aquifers are less than 400 milligrams per liter Figure 11. Coarse-grained alluvial and glacial-outwash deposits of Quaternary age are present in many of the lowland areas of Alaska and are known to yield large quantities of water in such places as Fairbanks and Anchorage. These coarse grained deposits are likely to yield water in other places, if the deposits are unfrozen. -· EXPLANATION Coarse-grained Quaternary deposits-Locally comprise aquifers D Not a principal aquifer D Glacier 0 a n -~~ Islands in most places (table 1 ). An exception is the Copper River Lowland, where dissolved-solids concentrations in water from shallow and deep wells, and from some springs, exceed the 500 milligrams per liter recommended for drinking water by the U.S. Environmental Protection Agency. The large concen- trations of dissolved solids in water from the Copper River Lowland reflect the upward movement of saline water from marine sediments that underlie the unconsolidated deposits. Water from the aquifers in unconsolidated deposits is hard to moderately hard and, thus, may require treatment for some uses. Concentrations of iron in water from these aquifers are objectionable in many places, but the iron is easily removed from the water by inexpensive treatment. Iron concentrations in excess of I ,000 micrograms per liter are common; concen- trations greater than 300 micrograms per liter can cause stain- ing of laundry and porcelain plumbing fixtures , and impart a taste to the water. Locally, excessive concentrations of dis- solved manganese and arsenic are reported in water from these aquifers. Ground-water contamination from human activities can take place rapidly, and shallow aquifers such as those in un- consolidated deposits are particularly susceptible to contami- s a n d Pribilof Islands nation. Contamination related to human activities is catego- rized as being from a point source or a nonpoint source. A point source is a specific local site such as an underground storage tank that contains wastes, petroleum products, or chemicals; a landfill; a storage pond, pit, or lagoon; a spill of hazardous chemicals or petroleum products; or a disposal or injection well that receives municipal or industrial wastes. Nonpoint contamination sources are large-scale and can ex- tend over hundreds of acres. Examples of nonpoint sources are: agricultural activities, such as applying fertilizer or chemi- cals to fields; urban areas with concentrations of septic tanks and cesspools; encroachment of saltwater or highly mineral- ized geothermal water; mining operations; oilfields and asso- ciated tank farms; and salt from highway deicing. Nitrate, a common contaminant from septic tanks, has been reported in ground water near Fairbanks in concentrations greater than the recommended Federal drinking-water standard of I 0 milli- grams per liter. These large nitrate concentrations, however, were present in places before significant development oc- curred, and are thought to result in part from the addition of nitrogen to the soil by plants such as alders. h u s e (J, ~- 600~ Nunivak ~- Island k c h a i c Bristol Bay 0 t c The chemical quality of water from bedrock aquifers in Alaska is known from a few areas where dispersed residential wells have been drilled away from centralized water-distribu- tion systems. In the vicinity of Fairbanks, water from wells completed in bedrock is generally a calcium bicarbonate type and usually is hard, especially on the lower slopes. Locally, concentrations of arsenic and nitrate in excess of the recom- mended Federal drinking-water standards are reported. Wa- ter of chemical quality suitable for most uses is reported from wells completed in bedrock aquifers in the Anchorage-Eagle River area and in coastal communities bordering the Kenai and the Kodiak Mountains. However, water from wells completed in coal-bearing Tertiary strata in the Cook Inlet Basin com- monly contains objectionable concentrations of iron and hy- drogen sulfide. c c e a n 0 \ \ \ c Be a u f o r t n g e \ t 0 Base modified from U.S. Geological Survey digital data, Albers Equal-Area Conic projection Standard paral lels 55°00' and 65°00', central meridian -154°00' and Alaska Dept. of Community and Regional Affa irs, Community/Borough map, 1:4,300,000, 1994 c e a n FRESH GROUND-WATER WITHDRAWALS f Although surface water is abundant in Alaska, many of the streams, rivers, and lakes are covered with ice for much of the year. In addition, streams that are fed by glaciers trans- port glacial silt which gives the water a milky appearance and renders it unsuitable for many uses unless the silt is removed by flocculation. Accordingly, ground water is an important source of supply, especially in the zones where permafrost is discontinuous or absent. During 1990, ground water provided 23 percent of the total freshwater withdrawn in Alaska, but supplied 37 percent of the water withdrawn for public supply and 90 percent of that withdrawn for rural domestic use. Fairbanks, Juneau, and about 50 smaller communities depend almost entirely on ground water for supply. About 50 percent of the State's popu- lation is supplied by ground water. The Municipality of Anchorage withdrew ground water at a rate of 11 million gallons per day during 1969, and withdraw- als increased to more than 20 million gallons per day during 1985. Since 1985, however, Anchorage has constructed a new c A a s k a Modified from Beikman, 1980; Detterman and others, 1981; Gehrels and Berg, 1992; Karlstrom and others, 1964 0 0 pipeline to Eklutna Lake north of the city. This lake and Ship Creek, which flows through the city, now supply most of the water needed by the municipality. Most of the ground water in the Anchorage and Juneau areas is withdrawn from aquifers in unconsolidated deposits. Wells completed in unconsolidated deposits provide about one- half of the water withdrawn in the Fairbanks area; the remain- ing one-half is obtained from wells completed in bedrock. Bed- rock supplies water to a significant number of wells in the hillside areas of Anchorage, on Kodiak Island, and on the Kenai Peninsula. Total fresh ground-water withdrawals in Alaska during 1990 were about 63 million gallons per day (fig. 12). About 54 percent of this amount, or about 34 million gallons per day, was withdrawn for public supply. About 15 million gallons per day, or about 24 percent of the total withdrawals, were pumped for domestic and commercial use. Withdrawals for industrial, mining, and thermoelectric power use accounted for almost all the remainder of the water pumped. Only about 0.2 mil- lion gallons per day, or less than one-half of one percent, of the water withdrawn was used for agricultural purposes. About 48 million gallons per day of saline ground water was with- drawn for mining use during 1990. 100 SCALE 1:5,000,000 100 200 KILOMETERS 200 MILES 0.3 percent Total withdrawals Data from Solley and olhers, 1993 EXPLANATION 63 million gallons per day Use of fresh ground-water withdrawals during 1985, in percent ~ Public supply ~ Domestic and commercial ~ Agricultural Industrial, mining, and thermoelectric power Figure 12. More than one-hal{ of lhe fresh ground waler wilfzdrawn in Alaska during 1990 was used [or public supply. Domestic and commercial wilhdrawals were the second largest calegory of water use. N7 INTRODUCTION Unconsolidated- Unconsolidated deposits of sand and gravel that were deposited as alluvium or glacial outwash or both form the most productive aquifers in Alaska . These aquifers are present in lowland areas, primarily in the flood plains of major rivers, but in some places they also underlie low, rolling hills developed on alluvial-fan deposits that separate the flood plains from nearby mountains. In some areas, such as near Anchorage and Fairbanks, the unconsolidated-deposit aquifers are thick and widespread; in other places, they are present as narrow bands of alluvium in, and adjacent to, river channels. Because the State's major population centers and most of the agricultural development are in lowland areas near the rivers, the uncon- solidated-deposit aquifers are an important source of water for public supply, domestic and commercial uses, and growing of crops. The geologic and hydrologic characteristics of these aquifers are described in the example areas shown in figure 13 and discussed in the following sections of this report. deposit aquifers N8 Figure 14. Most till, such as this deposited by the Lemon Creek glacier near Juneau, is unsorted, unstratified glacial material that ranges in size from silt to boulders. The till generally forms confining units where il is interbedded with sand and gravel aquifers. North A EXPLANATION [=:J Cook Inlet aquifer system a C Location of generalized hydrogeologic section Figure 15. The sediments of the Cook Inlet aquifer system are complexly interbedded near Wasilla (A), where numerous aquifers and confining units are present. lnterbedding is somewhat less complex near Anchorage (B), but at least four water-yielding beds exist in some places. On the northern part of the Kenai Peninsula (C), stratification is still less complex and three fairly well-defined aquifers are present. Northwest E 0 8 West NOT TO SCALE c \0 A.D. Miller, U.S. Geological Survey Modified from Freethey and Scully, 1980 Silt and clay Southeast Chugach Mountains Modified from Freethey and Scully, 1980 - - - - - -Gi -- - San~·wtth gravel, silt; and ctay tel15~-- -- Silt and clay with gravel lenses Sand and gravel Sedimentary bedrock Modified from Freethey and Scully, 1980 Figure 13. Unconsolidated-deposit aquifers such as those in the example areas shown here supply most of the ground water withdrawn in Alaska. ... Base modified from U.S. Geological Survey digital data COOK INLET AQUIFER SYSTEM The Cook Inlet aquifer system underlies the lowland ar- eas along both sides of the northern part of Cook Inlet and the lower reaches of the Susitna and the Matanuska Rivers which discharge into the inlet (fig. 13). The aquifer system provides part of the water supply for Anchorage and for smaller cities and towns including Palmer, Kenai , and Soldotna . A large number of domestic wells also obtain water from the aquifer system. The unconsolidated sediments that make up the aquifer system consist of clay, silt, sand, gravel and boulders that were deposited primarily by glaciers but also by alluvial and collu- vial processes. The sediments are complexly interbedded, with lenses and thin beds of sand and gravel interfingering with beds of clay, silt, and till. The stratigraphic complexity and great variability in grain size of the sediments causes discontinuity and variability in their hydraulic characteristics. Low-perme- ability sedimentary and metamorphic rocks underlie the aqui- fer system; locally, small volumes of water might move through these rocks and discharge upward to the unconsolidated-de- posit aquifers. The sand and gravel beds that compose the water-yield- ing parts of the Cook Inlet aquifer system were deposited mostly as glacial outwash. Locally, alluvial deposits of sand and gravel are present in the upper parts of the aquifer sys- tem. Sand and gravel of colluvial origin flank the bedrock hills bordering the sedimentary basin that contains the aquifer system. Poorly sorted, unstratified till (fig. 14) or beds of clay and silt that represent glacial-lake or estuarine deposits are commonly interbedded with the sand and gravel. The till, clay, and silt have minimal permeability and commonly confine water in the unconsolidated-deposit aquifers. The relations of EXPLANATION Unconsolidated deposits Sand and gravel aquifer Clay, silt, sand and gravel confining unit Bedrock Consolidated rocks Gulf of Alaska Pacific Ocean Coastal Valley aquifer near Juneau SCALE 1: 15,000,000 0 50 100 MILES 0 50 100 KILOMETERS the aquifers and confining units at several places in the Cook Inlet aquifer system are shown in figure 15. Water in the unconsolidated-deposit aquifers moves from recharge areas near the mountains, down the hydraulic gra- dient to discharge areas beneath major streams, Cook Inlet, or Knik Arm, the northern fork of the inlet. Where the aqui- fers are exposed at the land surface, such as the colluvial deposits on the flanks of the mountains or alluvial deposits near streams, they can receive recharge directly from precipi- tation on outcrop areas. Also, streams that flow from the low- permeability bedrock of the mountains onto sand and gravel deposits (fig. 16) lose water to the unconsolidated-deposit aquifers by leakage through the stream beds. The principal recharge areas for the aquifers are, thus, near the flanks of the mountain ranges. Small amounts of water might leak upward into the aquifers from local permeable zones in the underly- ing bedrock. Water moves laterally in the unconsolidated-de- posit aquifers toward discharge areas, where it moves upward. Some water discharges by evapotranspiration from unconfined aquifers and withdrawals from wells. The aquifers near Anchorage are the best known part of the Cook Inlet aquifer system. Two principal water-yielding zones contain most of the ground water (fig. 158); a deep third zone is present in some places but is not well known. The upper zone contains water under unconfined (water table) conditions, whereas a fine-grained unit that underlies it cre- ates confined (artesian) conditions in the lower zone. Hydraulic heads in both zones are sufficiently high to prevent intrusion of saline water from Cook Inlet or Knik Arm. Tidal fluctuations of as much as 37 feet in the inlet produce water-level fluctua- tions of as much as 4 feet in some wells, as a result of changes in pressure created by the rising and falling tide. ~ ~ Direction of ground-water movement Fault-Arrows show relative vertical movement Figure 16. Water movement in the unconsolidated-deposit aquifers of the Cook Inlet aquifer system is summarized on this generalized cross section of the Anchorage area. The water moves regionally from recharge areas near the flanks of the mountains toward Knik Arm of Cook Inlet. Locally, much of the water discharges as base flow to streams in downgradient areas. Figure 17. A map of the water table of the unconfined aquifer near Anchorage shows lhal water in the aquifer moues regionally westward and northwestward from recharge areas near the base of the Chugach Mountains. The aquifer receives recharge as leakage {rom streams in upstream reaches and discharges to the .~~~"'~:o.----N same streams in downstream reaches. ~ -J~~5[)f ?-' , ~;;;<!~~~, , 200 SCALE 1 :250,000 0 2 4 MILES 0 4 KILOMETERS EXPLANATION 61 ' 05''------- Base modified from U.S. Geological Survey, Tyonek, 1958 and Anchorage, 1962 Water-table contour-Shows altitude of water table in part of Cook Inlet aquifer system in 1955. Contour interval 20 feet. Datum is sea level Direction of ground-water movement A map of the water table in the shallow, unconfined aquifer in the Anchorage area (fig.17) shows that water in this aqui- fer moves generally westward and northwestward from re- charge areas at the eastern limit of the aquifer system. The configuration of the water table generally corresponds to the configuration of the land surface, but the water table contours are irregular where they cross streams. These irregularities reflect the hydrologic relations between the stream and the aquifer. Ship Creek, north of Anchorage, is a good example of these relations. Eastward from the airstrip at Elmendorf Air Force Base, the water-table contours bend downstream where they cross Ship Creek, indicating that the creek is losing wa- ter to the aquifer. Farther westward, the contours point up- stream where they cross Ship Creek, indicating that the creek is gaining water from the aquifer in this area. Discharge from the aquifer to other streams is indicated by the shape of the water-table contours where they cross the downstream reaches of Chester Creek and Campbell Creek: the contours bend up- stream in both areas. Before large ground-water withdrawals began, water in the confined aquifer near Anchorage moved regionally from re- charge areas near the Chugach Mountains toward discharge areas at Cook Inlet and Knik Arm (fig. 18). The regional di- rection of movement was similar to that of water in the uncon- 65' 12' 30" .------ 149 40' Figure 18. Water in the confined aquifer near Anchorage moved regionally westward and north- westward from recharge areas near the Chugach Mountains before the aquifer was intensively developed. The potentiometric contours indicate that the confining unit that overlies the aquifer effectively separates it hydraulically {rom streams that cross the aquifer. . 'I- V;.<:"-' . ~-~~~~ 149' 40' Figure 19. The potentiometric surface of the confined aquifer near Anchorage declined more than 50 feet near major pumping centers as a result of Large withdrawals in March 1969. The natural westward mouement of water in the aquifer was altered by the withdrawals and the water moved radia lly toward the pumping centers. I 61'1 0' ~-----\c--~-+'--4-----f:f-------i',.___---:::>L-.--f---"'-jf-hLf--/--f--+-~t-----i I _! SCALE 1:250,000 61 ' 05''\__ _ ____ L-. ___ __j_ ____ __j SCALE 1 :250,000 Modified from Barnwell and olhers, 1972; and Brabets and others, 1999 0 0 2 4 M ILES 4 KILOMETERS Base modified f rom U.S. Geological Survey, Tyonek, 1958 and Anchorage, 1962 EXPLANATION - 200- Potentiometric contour~Shows altitude at which water level would have stood in tightly cased wells completed in the confined aquifer in 1955. Contour interval 25 feet. Datum is sea level + Direction of ground-water movement Approximate limit of confining unit fined aquifer (compare figs. 17 and 18). However, the poten- tiometric surface of the confined aquifer indicates little or no hydraulic connection between the aquifer and streams that cross it. The fine-grained sediments that overlie this aquifer form an effective confining unit that hydraulically separates the aquifer not only from the streams, but also from the overlying unconfined aquifer. The effectiveness of the confining unit is also shown by the difference in altitude between the water table and the potentiometric surface of the confined aquifer. Water levels in the unconfined aquifer are 20 to 30 feet higher than the potentiometric levels of the confined aquifer everywhere the confining unit is present (compare figs. 17 and 18). Withdrawal of water from high-capacity wells completed in the confined aquifer causes a decline in artesian pressure in the aquifer that is reflected by depressions on the aquifer's potentiometric surface (fig. 19) . Large withdrawals from pumping centers near Elmendorf Air Force Base and the Glenn Highway caused the potentiometric surface of the aquifer to decline more than 50 feet by March 1969. Most of the ground water withdrawn in the Anchorage area is pumped from the confined aquifer. Withdrawals were sufficient to cause declines of 10 feet or more over an area of more than 40 square miles in March 1969 (fig. 20). • Modified from Barnwell and others, 1972 61 '05' '--------'-------'--~ 0 4 MILES f--.---'-.----' 0 4 KILOMETERS Base modified from U.S. Geological Survey, Tyonek, 1958 and Anchorage, 1962 EXPLANATION - 200- Potentiometric contour~Shows altitude at which water level would have stood in tightly cased wells completed in the confined aquifer on March 21 , 1969. Hachures indicate depressions. Contour interval 25 feet. Datum is sea level Direction of ground-water movement Approximate limit of confining unit Figure 20. Pumping from high- capacity wells caused local declines of more than 50 feet in the potentiometric surfi!Ce of the confined aquifer in March 1969. Withdrawals caused regional declines of 7 0 feet or more throughout most o{the aquifer's extent. EXPLANATION Net water-level decline in confined aquifer between 1955 and March 21, 1 969, in feet Less than 10 I 0 to 20 20 to 30 30 to 40 40 to 50 Greater than 50 Approximate limit of confining unit High-capacity well SCALE 1:250,000 0 2 4 MILES 0 4 KILOMETERS Base modified from U.S. Geological Survey, Tyonek, 1958 and Anchorage, 1962 Modified from Barnw el l and others, 1972 Modified from Barnwell and others, 1972 RIVER-VALLEY ALLUVIAL AQUIFERS valley by silty deposits of colluvium that locally contain poorly sorted sand and gravel. Discontinuous permafrost is present in the alluvium except beneath the bed of the river and the flood plain immediately adjacent to it, where the warming ef- fect of the river prevents permanent freezing of the ground. Adjacent to the river, therefore, ground water can move into and out of the riverbanks and stream bed, depending on the elevation of water in the river relative to the water level in the aquifer. Water levels in the aquifer at Tanana rise and fall in response to rises and falls of river level. Base modified from SCALE 1:125,000 Alluvial deposits of sand and gravel that are present in the flood plains and terraces of the major river valleys in Alaska, and that are not connected to large alluvial fans, are called river-valley alluvial aquifers in this report. The permeable sand and gravel contain lenses and beds of silt and clay, rich in or- ganic material in some places, that retard the movement of ground water. The alluvial deposits are present mostly in the zone of discontinuous permafrost but also occur in the parts of the State where permafrost is absent. Where present, the permafrost acts as an impermeable barrier to ground-water flow, and creates confined conditions for water that might be in unfrozen permeable beds beneath it. Permafrost is absent beneath the beds of the major streams and in the alluvium ad- jacent to the streams; thus, the alluvial aquifers are in hydraulic connection with the streams and the movement and level of ground water are directly influenced by the direction of streamflow and the stage of the stream. Field observations and computer simulation indicate that the movement of ground water near Tanana is toward the Yukon River from the valley walls of the river (fig. 21). Water recharges the aquifer by seepage through the beds of Bear and NC Creeks, and moves locally southward and southwestward to discharge to the Yukon River. Regionally, ground water moves westward, in the same direction as the flow of the river. The local movement of ground water is probably more com- plex than that shown in the figure because permafrost was assumed to be absent in the computer simulations; the gen- eral movement of the water, however, is thought to be correct. U.S. Geol ogical Survey 1:63,360, Tanana A-5, 1976 and A-4, 1952 EXPLANATION -203- Water-table contour~Shows altitude of water table, summer 1993. Contour interval 1 foot. Datum is sea level + Direction of ground-water movement 0 1 2 MILES 0 Figure 21. Water in the alluvial aquifer at Tanana moues {rom recharge areas beneath Bear and f'IC Creeks southward and southwestward to discharge into the Yukon River. Regional movement of the water is parallel lo the direction of flow of the river. The aquifer in deposits of thick alluvium in the flood plain of the Yukon River at Tanana (fig. 13) is an example of a river- valley alluvial aquifer. The alluvial deposits at Tanana consist of sandy gravel and sandy silt, bordered at the sides of the river N9 TANANA BASIN AQUIFER The water-yielding unconsolidated deposits along the Tanana River and the flanks of the hills that surround the river basin (fig. 13) are called the Tanana Basin aquifer in this re- port. The deposits consist of flood-plain alluvium near the Tanana River and its tributaries, and alluvial-fan deposits on the north flanks of the Alaska Range that borders the river ba- sin to the south. Locally, moraines deposited by glaciers in valleys of the Alaska Range interfinger with the alluvium and are considered to be slightly less permeable parts of the aqui- fer. Although the alluvial deposits locally comprise several aquifers separated by leaky confining units of silt and clay or by layers of permafrost, they are usually treated as a single aquifer whose permeability varies widely. The bedrock that underlies and surrounds the alluvial deposits consists prima- rily of folded, faulted metamorphic rocks, locally intruded by igneous rocks. The bedrock is generally dense, compact, and yields little water; locally, however, where it is fractured it will yield significant quantities of water to wells. For example, numerous wells completed in bedrock in the uplands north and northeast of Fairbanks yield sufficient water for domestic sup- plies. The alluvial deposits consist of well-stratified layers and lenses of silt, sand, and gravel. Broad alluvial fans of the large rivers that enter the Tanana drainage basin from the Alaska Range coalesce to form a continuous alluvial apron of coarse, permeable sediments at the base of the range. Permeable flood-plain alluvium is also present as narrow to wide bands along the Tanana River and its larger tributaries. The alluvial deposits are very thick in some places: wells have penetrated more than 600 feet of alluvium near Fairbanks and about 550 feet near the junction of the Delta and Tanana Rivers. Where the alluvium is thick and permeable, it is reported to yield as much as 3,000 gallons per minute to large-capacity wells. Water in these widespread alluvial deposits is mostly uncon- fined. By contrast, water in the alluvial deposits north and east of the Tanana River occurs under unconfined and confined conditions. The sediments that compose the aquifer here are poorly sorted and, because the aquifer is in the zone of dis- continuous permafrost, the permanently frozen ground, as well as beds and lenses of silt and clay, create confined conditions (fig. 22). The silt and clay deposits are more likely to be per- manently frozen than beds of sand and gravel. Unfrozen allu- vium is present beneath the permafrost, however, in most parts of the aquifer. The water is generally unconfined in the higher parts of the alluvial fans and in the alluvial plains near major streams. Artesian conditions are common on the lower slopes of the alluvial fans, and some wells completed in confined parts of the aquifer in these areas flow at the land surface. The occurrence and movement of ground water in the Tanana Basin aquifer are directly related to stream levels and streamflow. Most recharge to the aquifer is from seepage through streambeds, rather than from precipitation that falls directly on the aquifer. Water levels in streams that emerge from the bedrock of the Alaska Range onto permeable parts of the alluvial fans at the base of the mountains are much higher than the water table. Much of the flow of the larger streams, and all the flow of some smaller ones, is lost as the water seeps downward to recharge the aquifer. Water in the alluvial fans moves regionally toward the Tanana River and then downstream, in the same direction of flow as the river (fig. 23). Water discharges locally from the aquifer to springs and the lower reaches of Tanana River tributaries and regionally to the Tanana River; a small amount of water discharges to wells. Water levels in wells located near streams fluctuate in direct response to rises and falls in stream water levels. A hydrograph comparing the water level in the Chena River at Fairbanks with that in a nearby well (fig. 24) shows that rises in river level are soon followed by rises in ground-water lev- els, indicating that the river and the aquifer are hydraulically connected. Both stream and aquifer water levels rise in re- sponse to precipitation events and snow melt. During most of the year, the water level in a reach of the Tanana River near Fairbanks is higher than that of a nearby reach of the Chena River, a tributary of the Tanana. When this condition occurs, the shallower parts of the Tanana Basin aquifer between the two rivers receive recharge from the Tanana River and discharge to the Chena River (fig. 25). Thus, the local direction of shallow ground-water movement varies from the regional direction, which closely corresponds to the direction of stream flow. Deep ground-water flow, however, is thought to move under the Tanana River and toward the Chena River at all times of the year. The chemical quality of water in the Tanana Basin aqui- fer is generally suitable for most uses. The water is a calcium bicarbonate or calcium magnesium bicarbonate type, and locally contains concentrations of iron and manganese that are higher than those recommended for drinking water by the U.S. Environmental Protection Agency. - 1100- South Potentiometric surface North A nderson, 1970 Figure 22. Permafrost and beds of silt and clay in the upper part of the unconsolidated-deposit aquifer north of the Tanana River near Fairbanks confine water in the coarse grained sediments below. Where the potentiometric surface is sufficiently high, w ells completed in the confined parts of the aquifer will flow. Figure 23. Near the junction of the Delta and the Tanana Rivers, water in the unconsolidated deposits moves regionally from high altitudes near the apexes of alluvial fans toward the Tanana River. Near the river, the water moves northwestward, parallel to the flow of the river. Small streams such as Granite Creek and Rhoads Creek lose all their flow as seepage to the alluvial fan deposits. The water in Sawmill Creek vanishes into the alluvial {an and reemerges at a lower altitude. EXPLANATION Potentiometric contour-Shows altitude at which water level would have stood in tightly cased wells in 1980. Contour interval 100 feet. Datum is sea level 640 151 r" 46'---'--~---------1'-"4r- 5'~30o_ ' -------~rc----'1T-45 :_' _____ ___, -1200- Topographic contour- Shows altitude of land surface. Contour interva l, in feet, is variable. Datum is sea level Bedrock Figure 24. Water levels in a well completed in the Tanana River aquifer near Fairbanks rise and {all soon after water levels in the nearby Chena River rise and fall. This indicates good hydra ulic connection between the river and the aquifer. ..J w > w ..J ..J- <t: ww >CJJ w ..JW a:> wO 1-cCil ~~ w w ll. ~ 431 430 429 428 427 426 425 Water level in / well Water level in Chena River / 424 l__l_L_L_jL_L....L_L__l_L.L.J_..L..L.L....L_L__l_j_..L..L_L..L..L.L....LL..l..l NlO z' 0CJ) ~~ 1--'U 1.0 a: z 0.5 8~ a: c.. 20 ALASKA ~ ~ -:;;:Coastal Valley aquifer ~ nearJuneau .J<»'"' EXPLANATION Unconsolidated deposits CJ Undifferentiated E:::J Mostly sand and gravel C:=J Mostly clay and silt .. Bedrock CJ Glacier ~ Saltwater + Direction of ground-water movement Modified from Anderson, 1970 Figure 26. Sand and gravel beds that comprise the coastal valley aquifer near Juneau and in the Mendenhall Valley receive recharge mostly from streambed seepage but some recharge is from precipitation that falls directly on the aquifer. Where the freshwater in the aquifer is in contact with saltwater near the coast, w ith- drawals of fresh ground w ater in excess of recharge could cause the freshwater-saltwater interface to migrate inland and contaminate the aquifer. + Direction of ground-water movement Figure 25. Locally, near Fairbanks, the shallow part of the Tanana Basin aquifer is recharged by seepage from the Tanana River and discharges to the Chena River nearby . Flow in the deep parts of the aquifer, however, is under the Tanana River toward the Chena River. Movement o{the shallow ground water show n here is different from the regiona l direction of move- ment, which is generally parallel to the direction of stream flow . EXPLANATION - 300- Water-table contour- Shows altitude of water table, summer 1978. Contour interval 2 feet. Datum is sea level Direction of ground-water movement 148' Base modified from U. S. Geological Survey 1:63,360, Fairbanks D-2, 1975 Base modified from U.S. Geologica l Survey, Mt. Hay es 1:250,000, 1955 and Big Delta 1:250,000, 1958 147' 45' SCALE 1:1 25,000 0 1 2 MILES 0 2 KILOM ETERS Modified from Wilcox, 1980 SCALE 1 :500,000 5 10 MILES 10 KILOMETERS Modified from Nelson, 1978 COASTAL VALLEY AQUIFERS Unconsolidated deposits of silt, sand, and gravel are com- mon along the lower reaches of streams in coastal valleys. The coastal valley deposits near Juneau and in the Mendenhall River Valley (fig. 13) comprise a water-yielding unit that is an example of this type of aquifer. The aquifer consists of allu- vial and glacial deposits of Quaternary age and contains wa- ter under unconfined conditions in its upper parts. Beds of silt and clay that interfinger with the permeable sand and gravel beds create confined conditions in the lower parts of the aqui- fer. The fine grained confining units are mostly discontinuous but are effective enough in some places to create artesian pressures sufficiently high so that early wells completed in per- meable strata beneath them would flow at the land surface. Water enters the aquifer primarily as seepage through the beds of streams such as the Mendenhall River where they flow across deposits of sand and gravel (fig. 26); a smaller amount of recharge to the aquifer is by precipitation that falls directly on permeable strata. Where permeable beds of the aquifer are exposed at the land surface, water levels in wells completed in these beds respond quickly to variations in precipitation (fig. 27) . Some of the water stored in glaciers that cap low-perme- ability bedrock mountains to the north and east of Juneau and the Mendenhall Valley is released as meltwater during the summer months. The meltwater is channeled through bedrock valleys until it emerges onto the alluvial and glacial deposits that comprise the aquifer, where much of the streamflow seeps downward to enter the aquifer. The water subsequently moves coastward, where most of it discharges either to the lower reaches of the streams as base flow or directly into saltwater bodies; however, some of the water discharges by evapotrans- piration and some discharges to wells. Freshwater in some of the sand and gravel beds of the coasta-l valley aqurter near Juneau ana ·m the ~~teno:enha'•'• Valley is hydraulically connected to saltwater bodies (fig. 26). Under natural conditions, saltwater in the parts of the aquifer beneath Fritz Cove and Gastineau Channel is in balance with freshwater in the inland parts of the aquifer, a condition known as hydraulic equilibrium. If the freshwater column inland is lowered as a result of withdrawal by wells, however, the salt- water can migrate inland, contaminate some of the freshwa- ter in the aquifer, and render it unfit for use. The hydraulic conditions that are likely to result in salt- water intrustion are summarized in figure 28. Under natural conditions, saltwater in the offshore parts of an unconsoli- dated-deposit aquifer is balanced by a thicker column of fresh- water onshore (fig. 28A). Large withdrawals from wells com- pleted in the freshwater parts of the aquifer cause the water table to decline and the thickness of the freshwater column to decrease (fig. 288). The equilibrium between the saltwater and freshwater is, thus, imbalanced, and saltwater moves inland. Eventually, the saltwater might enter the pumping wells and contaminate the water to the extent that it is unsuitable for most uses_ BEDROCK AQUIFERS Consolidated rocks are exposed at the land surface over about 70 percent of Alaska, but are generally less permeable than the unconsolidated deposits discussed in the preceding section of this report. Accordingly, the consolidated rocks are used as a source of water supply only where the unconsoli- dated deposits are absent, thin, or poorly permeable. Informa- tion about the water-yielding characteristics of the consolidated rocks, which are called bedrock aquifers in this report, is scarce. The locations of known bedrock aquifers and the aqui- fer rock type are shown in figure 29. Sedimentary bedrock that underlies the southwestern part of the Kenai Peninsula (fig. 29) provides water to numerous domestic wells and supplies some small communities. Poorly consolidated sandstone that is part of the Kenai Group of Tertiary age yields most of the water, but some water is also obtained from coal beds and seams within the group. Interbedded siltstone and claystone yield no water. Although most wells completed in strata of the Kenai Group yield less than 20 gallons per minute, yields of as much as 80 gallons per minute are reported locally. Several springs and seeps near Homer on the Kenai Peninsula discharge from beds of the Kenai Group. Sparse data from the Capps coal field, north of Cook Inlet across from the Kenai Peninsula, indicate that Ter- tiary beds of coal and poorly consolidated sandstone and con- glomerate yield as much as 60 gallons per minute to wells. Water withdrawn from the Kenai Group and the strata in the Capps coal field locally contains objectionable concentrations of iron and hydrogen sulfide, both probably derived from the coal beds. Locally, methane gas that has been reported in water from some wells near Homer is also probably derived from the coal units. Carbonate rocks comprise known or potential aquifers in some parts of Alaska. In the eastern part of the Brooks Range, at least 25 springs are known to discharge from carbonate GEOTHERMAL WATER Numerous springs in Alaska discharge geothermal water, or water with a temperature appreciably warmer than the lo- cal average annual air temperature. The location of known geothermal springs is shown in figure 30. The temperatures for the mapped springs are those where the water emerges at the land surface; temperatures within the geothermal reservoir that houses the water at depth are greater than those mapped. Most of the geothermal springs in Alaska issue from con- solidated bedrock. The springs are most common in two areas - a belt across central Alaska that is underlain largely by intrusive igneous rocks and an arcuate area in the moun- tain ranges in the southern part of the State which is under- lain largely by volcanic rocks. Many of the springs issue from faults and fractures at the contacts of granitic plutons. One theory of the origin of geothermal water is that pre- cipitation falling in upland areas circulates to great depths in the consolidated rocks, mainly along faults. At some depth, the water is warmed by the natural increase in temperature with depth in the Earth's crust (the average increase is about 1 degree Fahrenheit for each 60 to 100 feet of depth) until it becomes lighter than the overlying water. The warm water then moves upward along faults and fractures and discharges to springs. Geothermal water is a potential source of energy but has been developed only locally in Alaska. Some of the geother- mal springs on Baranof Island in southeast Alaska are used to heat buildings and to supply water for a bathhouse. Other springs in scattered mainland areas are used for similar pur- poses. WELL IN MENDENHALL VALLEY NEAR JUNEAU Rec~rd Record m~~ / ~~~ I -- -- ' 12,------------------------------------------------------------, PRECIPITATION AT JUNEAU AIRPORT 10 8 Pacific Ocean NOT TO SCALE A QL---~--~----L_ __ _L ____ L_ __ _L ____ L_ __ ~--~----~--~----~ JAN FEB MAR APR MAY JUNE JULY AUG SEPT 1968 Figure 27. Water levels in a w ell completed in th e upper part of the aquifer rise in response to increases in precipitation and fall as precipitation amounts decline, indicating that this part of the aquifer is recharged in part by precipitation that falls directly on it_ OCT NOV DEC Modified from McConaghy and Bowman, 1971 Figure 28. Saltwater intrusion into unconsolidated- deposit aquifers in coastal areas of Alaska can result from large w ithdra wals by wells. A, diagram of a well under natural conditions (hydraulic equilibrium), where natural recharge balances natural discharge, and 8, diagram of the same w ell show ing saltwater intrusion under conditions of large ground-water withdrawals that exceed natural recharge_ rocks; the discharge of one of these springs is as much as 16,000 gallons per minute. The springs are thought to dis- charge from a network of solution cavities and conduits that have developed by partial dissolution of the carbonate rocks. Carbonate rocks on Admiralty Island in southeast Alaska lo- cally yield large quantities of ground water, probably from a system of caves and solution conduits. chorage supply water to numerous domestic wells. Fractured slate and metamorphosed volcanic rocks on Kodiak Island generally yield less than 15 gallons per minute to wells, but locally yield as much as 100 gallons per minute. Metamorphic rocks yield water in substantial quantities only where they have been fractured. Perhaps the most im- portant area underlain by a metamorphic-rock aquifer is north and northeast of Fairbanks, where wells completed in fractured schist supply approximately one-half of the population. Frac- tured slate and metagreywacke in the upland areas near An- Little is known about the water-yielding potential of the widespread volcanic rocks in Alaska, but they are permeable at least locally, where hot springs issue from them. The per- meability in these rocks may be a combination of fractures produced when the rocks cooled and weathered and vesicu- lar layers that developed on the tops of individual basalt flows. Basaltic rocks in the Pribilof Islands yield sufficient water to supply small communities. <:::;?· •• \0 -1 I Figure 29. Bedrock is a known or potential source of water supply at scattered sites in Alaska. The bedrock aquifers are mostly in sedimentary or metamorphic rocks, but Locally volcanic rocks y ield w ater. s c M Pc EXPLANATION Known bedrock aquifer in Clastic sedimentary rocks Carbonate rocks Metamorphic rocks Potential bedrock aquifer in -~ Carbonate rocks 0 Prib il of ~s l a n d s e 0 lJ t i ·-- "'- a o •• .:;-~-" o . I s "'--""''· ~ C> I a n d s ~QI:--- o · ~ e~ £P- Figure 30. Alaska has numerous geothermal springs, most of w hich issue from fractured intrusive igneous rocks or volcanic rocks. Gulf of Alaska Pac ific O ce an Base modified f rom U.S. Geological Survey digital data Arc t-lc Ocea n 15Q.0 Beauf . · ... ___ Ortsea SCALE 1:15,000,000 0 50 100 MILES 1---r-'-r---' 8 Modified from Wh iteman and others, 1983 EXPLANATION Unconsolidated- deposit aquifers Bedrock aquifers Geothermal ..£ :'e) \0 EXPLANATION Water temperature of hot . springs at land surface, \. in degrees Fahrenheit o Less than 200 Greater than 200 <P "' " .... Base modifi ed from U.S. Geological Survey digital data Gulf of Alaska P acific Ocean SCALE 1:15,000,000 0 50 100 MILES I I I I I 0 50 100 KILOMETERS Motyka and M oorman, 1987, Lunis, 1990; water Nll CONTENTS Regional Summary Volcanic-rock aquifers Oahu regional aquifer system Ground-water problems .... References Regional Summary INTRODUCTION The Hawaiian islands are the exposed parts of the Ha- waiian Ridge, which is a large volcanic mountain range on the sea floor. Most of the Hawaiian Ridge is below sea level (fig. 31). The State of Hawaii consists of a group of 132 islands, reefs, and shoals that extend for more than 1 ,500 miles from southeast to northwest across the central Pacific Ocean be- tween about 155 and 1 79 degrees west longitude and about 19 to 28 degrees north latitude. The main inhabited islands are at the southeastern end of the group (fig. 31 ); not all the small islands, reefs, and shoals included in the State are shown. The Hawaiian islands are geologically youngest in the southeast and oldest in the northwest. This report discusses only the eight largest islands near the southeastern end of the group; these eight main islands account for practically all of the 6,426-square-mile land area of the State. The eight islands and their approximate size, in square miles, from southeast to northwest are Hawaii, 4,021; Maui, 728; Kahoolawe, 45; Lanai, 141; Molokai, 259; Oahu, 603; Kauai, 553; and Niihau, 71. The total resident population in 1995 was 1, 179,198, of which about 75 percent were on the island of Oahu. Honolulu, which is on Oahu, is the largest and most developed city and had a population of 369,485 in 1995. In addition to the resident population, a visitor population of about 150,000 has typically been present at any given time during the 1990's. Many of these visitors stay in Honolulu. The State Land Use Commission is responsible for clas- sifying the lands of the State into one of four categories called districts: conservation, agricultural, urban, or rural (fig. 32). In 1995, conservation, agricultural, urban, and rural districts accounted for about 48, 47, 5, and 0.2 percent of the land N12 . N12 N18 N20 ... N22 N36 Figure 31. The Hawaiian Ridge and Islands extend from southeast to northwest {or about 1,500 miles across the central Pacific Ocean. The islands are exposures of the continuous, chiefly submarine Hawaiian Ridge that formed as a result of volcanic activity. area in the State, respectively. Conservation districts include areas necessary for protecting the State's watersheds and water resources and are typically located in high-altitude, high- rainfall areas. Much of the urban development in Hawaii is in the lowland coastal areas of each island. Agricultural irriga- tion can place large demands on the water resources; prior to the 1990's, one of the largest uses of water was for sugarcane irrigation. The five largest islands (Hawaii, Maui, Molokai, Oahu, and Kauai) have extensive areas of mountainous land where urbanization and large-scale agricultural operations are not feasible. The island of Hawaii is the largest island of the State (fig. 33) and has the highest altitude at 13,796 feet. Maui is about 10,000 feet above sea level in its eastern part and about 5,800 feet above sea level in its western part; a broad lowland area separates the two parts. Kahoolawe is the smallest ofthe eight major islands and is only about 1 ,500 feet above sea level in its eastern, highest part. Lanai is about 3,400 feet above sea level in its highest part, but much of the island is less than 1,000 feet above sea level. Molokai is mountainous in its east- ern half, where it rises to about 5,000 feet above sea level, but most of the island is less than 1,000 feet above sea level. Oahu has a mountainous ridge along its eastern side and another mountainous area along the western side, where it rises to about 4,000 feet above sea level; however, most of Oahu is less than 1,000 feet above sea level. Kauai is about 5,200 feet above sea level in its central part, but from the base of the mountains shoreward, large areas of the island are less than 1,000 feet above sea level in the southern, eastern, and north- ern parts. Niihau is mostly less than 1 ,000 feet above sea level, except for a narrow ridge about 1 ,300 feet above sea level along its northeastern side. The topography of each island has a profound effect on development and climate. 170" 150° I 1 I I I I ~·--L_ ! \ \ \ I - I I ~-------+ I I \ --- -----------r- 1 Pacific \ I ! I I Ocean \ I I \ I !}f -~· «~tp 20 0 ! .. - -1 i - -~ '"> ~/ SCALE 1:25,000,000 I. k 0 100 200 MILES I ... 0 100 200 KILOMETERS 3~rso~ · --------------------------------~1~ 7o~ · --------------------------------~1~6o~·------------------~ 15~ Kure • 16 Midway Q 15 14 ft 4 - Pearl and Hermes Reef 13 Lisianski p a ""4 I I 4 ,._.. •. I Maro Reef I c i / i c 0 I( I 0 c ( Gardner 10 , Pinnacles c Tem 9 2) French Frigate Shoals e a Necker 8 I I S I l -1 tv Nihoa 0 s 7 5 Kauai Niihau<" CJ . 6 4 3 Kaula Oahu~ Molokai = 2M. Lanai ~ ~ aUI Kahoolawe ~ "- 1 20 °'~~~~~~----------------------~~--------------------------------~--------------~~--~ SCALE 1:15,000,000 •iv 0 50 100 MILES Hawaii 0 50 100 KILOMETERS II t 8°'L---------------------------------~L---------------------------------~--------------------~ Base modified from U.S. Geological Survey state base map, 1:5,000,000 NW HAWAIIAN R I D G E A N D SLANDS SE Pacific Ocean 16 / 15 14 13 12 11 10 CLIMATIC EFFECTS The Hawaiian islands are near the northern margin of the tropics, and because of the prevailing northeast tradewinds and the buffering effect of the surrounding ocean, air tempera- ture at a given location in Hawaii is generally equable. At the Honolulu International Airport, for example, the warmest month of the year is August, which has a mean temperature of 80.5 degrees Fahrenheit, and the coolest month is Febru- ary, which has a mean temperature of 72.0 degrees Fahren- heit. Air temperature can vary greatly from one location to another in Hawaii. The air temperature in the eight-island group can range from about 95 degrees Fahrenheit at sea level to below freezing at the top of some peaks on the island of Ha- waii. In the geologic past, these peaks have been glaciated. Northeasterly tradewinds are present about 85 to 95 per- cent of the time during the summer months (May through September), and 50 to 80 percent of the time during the win- ter months (October through April) . The tradewinds are oc- casionally interrupted by large-scale storm systems which pass 2 5 4 7 6 8 Modified from Stearns, 1946 near the islands. The southwestern parts of some islands re- ceive most of their rainfall from these severe storms, which produce a relatively uniform spatial distribution of precipita- tion. In general, the northeastern, or windward sides of the is- lands are wettest (fig. 34). This pattern is controlled by the orographic lifting of moisture-laden northeasterly tradewinds along the windward slopes of the islands. The winds blow across open ocean before arriving at the islands; when the moisture-laden air mass rises over the mountains, the mois- ture condenses as precipitation. Maximum rainfall occurs between pltitudes of 2,000 and 6,000 feet above sea level, but exact amounts vary depending on the form, location, and to- pography of each island. Above 6,000 feet, precipitation de- creases and the highest altitudes are semiarid. High mountain areas are dry because the upslope flow of moist air is pre- vented from penetrating above altitudes of about 6,000 to 8,000 feet by a temperature inversion. Areas that are leeward (southwest) of mountain barriers are generally dry because air is desiccated during its ascent over an upwind orographic barrier. This is known as the rain-shadow effect. ?7 v.;hau EXPLANATION Conservation c=J Agricultural c=J Orban .. Rural EXPLANATION Altitude, in feet above sea level 1,000 2,000 3,000 4,000 5,000 6,000 7,000 8,000 9,000 10,000 11,000 12,000 13,000 EXPLANATION p a c ; .f i c p a c i .f i c Figure 33. The island of Hawaii is the largest island of the Sta te and has the greatest variation in topography; Mauna Kea 's summit is the highest point at 7 3, 796 feet. Maui is essentially two islands connected by a wide isthmus and is highest in the east-central part. Kahoolawe, the smallest of the eight major islands of the State, is mostly less than 1,000 feet above sea level, as is most of Lanai except {or the central part. Most of Molokai 's mountainous eastern one-half is between 7,000 and 4,970 feet above sea level. Oahu has two main mountain ranges, the Koolau and the Waianae, which trend northwestward. Kauai is mostly encircled by lowlands but has a large, west- central highland area that locally is as much as 5,243 feet above sea level. Niihau, the second smallest of the eight maj or islands of the State, is mostly less than 1,000 feet above sea level. Pa c i .f i c 0 c Average annual precipitation (1931 -83 for Molokai; 1916-83 for other islands), in inches 40 80 120 Area of greatest rainfall - Number is minimum average annual precipitation Insufficient data Figure 34. Average annual precipitation varies greatly among the islands and ranges from less than 7 0 to greater than 400 inches. Rainfall is generally greatest on th e eastern, w indward sides of the islands and in areas between 2,000 and 6,000 feet above sea level. Niihau, Lanai, and Kahoolawe receive little rainfa ll because they are in rain shadows that are formed by larger islands. 0 c 0 c 5 On Kauai , the island summit receives more than 435 inches of average annual rainfall ( 1916-83). West Maui has a small area where average annual rainfall is greater than 355 inches. Average annual rainfall is greater than 275 inches on the northeastern parts of Maui and Oahu, and greater than 235 inches on the northeastern part of the island of Hawaii. Because the island of Lanai is in the rain shadow of Maui and Molokai, it receives much less rain than the larger islands. Most of the southwestern coastal areas of all islands receive less than 40 inches of rain annually; the island of Hawaii has areas at high altitudes that receive less than 20 inches. transpiration. Over the open ocean, the estimated annual pan- evaporation rate is 65 inches. As with precipitation, pan-evapo- ration rates in Hawaii are related to topography. At altitudes between 2,000 and 4,000 feet, where humidity is high and sun- light intensity is reduced because of clouds, pan-evaporation rates are reduced to as low as 25 percent of the open-ocean rate. In the leeward coastal areas, wind carrying dry, warm air increases annual pan-evaporation rates to as much as 100 inches. At the summits of Mauna Kea and Mauna Loa on the island of Hawaii, annual pan-evaporation rates exceed 70 inches because of clear skies and dry air. Two rainfall seasons are typical-a wet season during the winter months from October through April and a dry season during the summer months from May through September. An exception is the western side of the island of Hawaii, where summer months are wettest because of a thermally driven sea breeze. Evapotranspiration, which is the loss of water to the at- mosphere by the combination of transpiration of plants and direct evaporation from land and water surfaces, is a major component of the hydrologic budget of the islands. In the Ho- nolulu area of Oahu, for example, actual evapotranspiration was estimated to be about 40 percent of the total water (rain- fall plus irrigation) falling on or applied to the ground surface during 1946-75. Pan evaporation is the main measurement used in Hawaii to assess the amount of water loss by evapo- The amount of recharge available to enter the aquifers on an annual basis is about equal to average annual precipi- tation minus water losses (average annual runoff and evapo- transpiration) . Runoff is directly related to rainfall, topography, soil type, and land use, and ranges from less than 5 to as much as 200 inches per year. Runoff typically averages about 1 0 to 40 percent of the average annual precipitation, but is greater than average where precipitation is high and slopes are steep and where precipitation falls on less-permeable land surfaces. Runoff is less than average where low amounts of precipita- tion fall on gentle slopes or where precipitation falls on highly permeable soils or rocks. Streams generally are small and have steep gradients, and many flow only immediately after peri- ods of rainfall. Some streams, however, receive water from aquifers and have perennial flow. Figure 32. During 1 995 .. lands in the State were classified mainl.LJ as conservation and agricultural/and-use districts. The entire island of Kahoolawe was classified as a conservation district On the island of Hawaii, 51 percent of the land was classified as conservation and 47 percent as agricultural/and-use districts. Most of the remaining land was classified for urban use. On the island of Maui, 53 percent of the land was classified as agricultural and 42 percent as conservation districts. Kahoolawe On the island of Lanai, 52 percent of the land was classified as agricultural and 42 percent as conservation districts. On the island of Molokai, 67 percent of the land was classified as agricultural and 30 percent as conservation districts. On the island of Oahu, 41 percent of the land was classified as conservation and 34 percent as agricultural districts. About 25 percent of the land on Oahu was classified for urban use. On the island of Kauai, 56 percent of the land was classified as conservation and 40 percent as agricultural districts. The entire island of Niihau was classified for agricultural use. Base modified from U .S. Geological Survey dig ital data SCALE 1:1,500,000 0 10 20 MILES 0 10 20 KILOMETERS Base modified from U.S. Geological Survey digital data KahoolaweU Hawaii U.S. Geological Survey dig ital data 120 SCALE 1:1,500,000 0 10 20 MILES 0 10 20 KILOMETERS SCALE 1:1 ,500,000 0 10 20 MILES 0 10 20 KILOMETERS N13 Figure 35. Volcanic-rock aquifers extend throughout the eight major Hawaiian Islands and are the most important sources of potable ground water: Sedimentary deposits ouer/ie the volcanic-rock aquifers in some areas. Because the island of Hawaii has not been extensively eroded, sedimentary deposits there are not widespread. The isthmus of Maui contains sedimentary deposits overly ing the volcanic-rock aquifers. Sedimentary deposits exist in some coastal areas on the islands of Kahoolawe, Lanai, and Molokai. On Oahu and Kauai, sedimentary deposits act as cap rock to the underlying volcanic-rock aquifers. Sedimentary deposits on Niihau occur mainly in the southeastern and northwestern parts of the island. Feet 8 6,000 4,000 2,000 Sea level j~~~J..J. ..... UJ~Uml 1,000 Feet C 6,000 3 ,000 Waianae 1 Volcano Ill Feet 6,000 3,000 D West Molokai Volcano Pacific Ocean ,:!:,-t=~~---1!1111! EXPLANATION of elements common to geology maps or sections Rejuvenated-stage cone or vent Shield- or postshield-stage cone, crater, or vent Boundary of caldera-Approximately located Axis of rift zone- Approximately located Intrusive body H---H' Line of geologic section Fault-Arrows indicate relative movement Bend in section SCALE 1:500,000 0 5 MILES Horizontal scale of sections 0 5 KILOMETERS SCALE 1:1,000,000 0 15 M ILES 1-----.---'--r- ,-1--..J 10 0 10 15 KILOMETERS G Feet 10,000 9,000 6,000 3,000 Sea leve l 3,000 Feet 14,000 12,000 10,000 8,000 6,000 4,000 2,000 Sea level N14 H Scale of m aps Mauna Kea Volcano Feet 3,000 Sea level 3,000 Feet A 1,000 500 1!::1 +--"::;.,=~ 500 ...k:..fL:.:__ __ _J A' VERT ICAL EXAGGERATION x 12 Modified from Stearns, 1947 Pacific Ocean 8' c· Koolau Volcano E Modified from Stearns and Vaksvik, 1935; and Presley and others, 1997 East Molokai Volcano Feet 1,500 Sea level Pacific Ocean ' D' E' Modified from Stearns, 1940 F F' 1 ,500 __L __ _,"--L!LLL.IJI___l_ VERTICAL EXAGGERATION x 6 Modified from Stearns, 1940 East Maui (Haleakala) Volcano G' Mauna Loa Volcano p Niihau OTk QTk. Qc c· Oahu c Molokai Qc D' D QTel Q Kahoo~ lawe au . au ~ F' ~ H' Q c i / i c 0 c e Q Figure 36. The island of Hawaii is formed by flue volcanoes; Kohala, Mauna Kea, Hualalai, Mauna Loa, and Kilauea. Volcanic rocks that form the core of the island of Hawaii include the Ninole and Hi/ina Basalts, and the Pololu and Hamakua Volcanics. Extensive zones of uents and dikes exist on all of the volcanoes. The island of Maui is formed by two volcanoes, the older West Maui Volcano and the East Maul Volcano. The East Maui Volcano, which forms the eastern two-thirds of the island, last erupted about 1790. The Honomanu Basalt overlies the Wailuku Basalt beneath the isthmus that separates west Maui from east Maui. The 1\ula Volcanics forms a ueneer on the Honomanu Basalt. Dikes are found in the rift zones of the West and East Maul Volcanoes. Alluvium and coralline Limestone cover the isthmus between the two volcanoes. Kahoolawe consists of a single volcano. A single rock unit, the Kanapou Volcanics, forms most of Kahoolawe. The uolcano contains a prominent rift zone in its southern half Lanai consists of a single uolcano and the Lanai Basall is the principal rock unit on lhe island. Sedimentary deposits fill seueral basins in the interior of the island. The island of Molokai is formed by two volcanoes, the West Molokai Volcano and the East Molokai Volcano. The West Molokai Volcanics covers extensive areas on the island's western part, but the East Molokai Volcanics is ouera/1 the most widespread geologic formation on the island. The ueneer that forms the upper member of the East Molokai Volcanics is thin in most places. A prominent dike complex is Located in east Molokai. A plain couered with scattered deposits of alluvium separates the two volcanoes. The Koolau Basalt is the most widespread geologic formation on Oahu, but rocks of the Waianae Volcanics couer extensive areas on the island's western part. Dike complexes are located along the axes of both volcanoes. Unconsolidated clastic sediments and consolidated, coralline limestone underlie large areas near the shoreline, particularly in southern and western Oahu. The four members of the Waimea Canyon Basalt are the most widespread rocks on Kauai. The Koloa Volcanics, howeuer, couers extensive areas on the eastern half of the island where this formation overlies the Waimea Canyon Basalt. Dikes are common throughout much of the island. Niihau is formed by a single volcano consisting of the Paniau Basalt and the overlying younger Kiekie Basalt. Alluvial deposits, some of which are consolidated, are widespread on the island. Dikes are common in a rift zone along the eastern half of the island. Hawaii Base modified from U.S. Geologica l Survey digital data Geologic maps mod ifi ed from Langenheim and Clague, 1987; Macdonald and o thers, 1960; Presley and others, 1997; Stearns, 1940, 1946, 1947; Stearns and Macdonald, 1946, 1947; Stearns and Vaksvik, 1935; Wolfe and Morris, 1996 AREAL DISTRIBUTION OF AQUIFERS The rocks of the Hawaiian islands can be grouped into two general hydrogeologic categories. The principal aquifers occur in volcanic rocks ranging in age from Miocene to Holocene. Less- important aquifers occur in Quaternary -age sedimentary deposits of alluvium, coralline limestone, and cemented beach or dune sand. Volcanic-rock aquifers are found throughout the eight major islands (fig. 35) and are locally overlain by sedimentary depos- its. The areas where sedimentary deposits are at the land sur- face on the eight major islands are shown in figure 35. Volcanic-rock aquifers are by far the most extensive and productive aquifers in the Hawaiian islands. These aquifers are formed by layered sequences of permeable basalt. Less-pro- ductive volcanic-rock aquifers are formed by sequences of less-permeable, thick-bedded basalt. The basalt found in some areas, such as much of Kahoolawe, Niihau, and the western third of Molokai, may be permeable, but yields little potable water mainly because these areas receive little recharge. Molokai 157':) Kilauea 0 c e Q I? Kahoolawe EXPLANATION Volcanic-rock aquifer- Overlain by sedimentary deposits where patterned Volcano name and location Consolidated sedimentary deposits are found mostly in the coastal areas. The limestone is highly permeable in many places and usually yields brackish water or saltwater because of good hydraulic connection with the ocean and because of low recharge to the limestone. The brackish water is used for cooling and industrial purposes, particularly in southern Oahu. In addition, treated wastewateris injected into the lime- stone where it contains brackish water or saltwater. Coral- line limestone overlies much of the isthmus area of Maui, but · these rocks are not a significant source of potable water. The unconsolidated sedimentary deposits consist of alluvium, beach and dune sand, and lagoonal mud and clayey sand. In some places, these deposits are interbedded with consolidated rocks. Sedimentary deposits, as well as weathered volcanic rocks are important to the ground-water hydrology of the islands in some areas. The combination of weathered volcanic rocks and overly- ing sedimentary material forms a low-permeability material called caprock in areas overlying high-permeability volcanic rocks. The caprock confines water in the volcanic rocks so that, in places such as the coastal plain of Oahu, freshwater exists in the volca- nic rocks beneath brackish water or saltwater in the caprock. The climate of the Hawaiian islands has a profound ef- fect on weathering processes that affect the hydraulic proper- ties of sedimentary deposits and volcanic rocks (especially ash and tuff). The permeability of the sediments and volcanic rocks can be greatly reduced by chemical weathering. During the weathering process, original pore spaces are closed by swelling of mineral particles as chemical changes cause the deposits and rocks to disintegrate. Weathering processes con- sist chiefly of oxidation, hydration, and carbonation (reaction with carbon dioxide) of various minerals in the rocks. Hawaii 156" alalai ' ' ' / ' I ' ' ' ' '' ' . I GEOLOGY A long chain of volcanoes known as the Hawaiian Ridge extends northwestward across the central Pacific Ocean. The volcanoes are youngest in the southeast and become progres- sively older to the northwest. The volcanoes of the Hawaiian Ridge have formed as a plate of the Earth's crust beneath the Pacific Ocean moves northward and westward relative to an area of anomalously high temperature, called a hot spot, in the Earth's mantle. As a volcano moves northwestward away from the hot spot, eruptions become less frequent, and a new volcano begins to form above the hot spot. Many of the younger volcanoes have grown above sea level, forming islands. As islands age, they erode and subside, eventually becoming atolls and then seamounts. Some of the eight major Hawaiian islands, such as Kahoolawe, are composed of a single volcano, whereas Ha- waii is formed by five volcanoes. Some of the older volcanoes have not erupted for millions of years, but as many as eight of the younger volcanoes may have erupted in the last 10,000 years. Historic eruptions have been recorded on five volca- noes: East Maui Volcano-on the island of_Maui; Hualalai, Mauna Loa, and Kilauea-on the island of Hawaii; and Loihi- a submarine volcano currently (1998) forming to the south- east of Hawaii. Kilauea also is currently erupting. The volcanoes are called shield volcanoes because they are shaped like broad, flattened domes. The evolution of Hawaiian volcanoes generally progresses through four distinct stages-preshield, shield, postshield, and rejuvenated. However, not all Hawaiian vol- canoes have a postshield stage or a rejuvenated stage. The preshield stage is the earliest, submarine phase of activity, and is known primarily from studies of Loihi. Lava from the preshield stage consists predominantly of alkalic basalt (ba- salt that is low in silica and high in sodium and potassium). Lava from the principal stage of volcano building, called the shield stage, consists of fluid tholeiitic basalts (silica-satu- rated basalt) that characteristically form thin flows. This basalt forms during submarine, as well as subaerial, erup- tions. A large central caldera , or craterlike depression , can form during the preshield or shield stages and might later SCALE 1:1 ,000,000 0 5 10 MILES 0 5 10 KILOMETERS Base modified from U.S. Geological Survey digital data, Albers Equal-Area Conic projection Standard parallels 20°40' and 23°20', central meridian -1 57°58' 19" Areas overlain by sedimentary deposits modified from Langen heim and Clague, 1987; Macdonald and others, 1960; Presley and others, 1997; Stearns, 1940, 1946, 1947; Stearns and Macdonald, 1946, 1947; Stearns and Vaksvik, 1935; Wolfe and Morris, 1996 Holocene and Pleistocene ~ Unconsolidated sedimentary deposits ~ Consolidated sedimentary deposits NIIHAU EXPLANATION Pleistocene and Pliocene Kiekie Basalt Pliocene and Miocene ~ Paniau Basalt KAUAI EXPLANATION Pleistocene and Pliocene ~ Koloa Volcanics I OTkp I Palikea Breccia Member Pliocene and Miocene Waimea Canyon Basalt .. Makaweli Member ~ Olokele Member ~ Haupu Member Napali Member OAHU EXPLANATION Holocene and Pleistocene Honolulu Volcanics Pliocene Koolau Basalt Waianae Volcanics I Twko I Kolekole Member ~ Palehua Member Kamaileunu and Lualualei Members MOLOKAI EXPLANATION Pleistocene ~ Kalaupapa Volcanics Pleistocene and Pliocene I OTw I West Molokai Volcanics East Molokai Volcanics I QTeu I Upper member I QTel I Lower member LANAI EXPLANATION Pleistocene ~ Lanai Basalt KAHOOLAWE EXPLANATION Holocene ~ Unconsolidated sedimentary deposits Pleistocene ~ Kanapou Volcanics MACII EXPLANATION .. .. ~ Holocene and Pleistocene Lava flow of 1790 Hana Volcanics Kipahulu Member Pleistocene West Maui Volcano Lahaina Volcanics Honolua Volcanics Wailuku Basalt East Maui (Haleakala) Volcano ~ Kula Volcanics ... Honomanu Basalt HAWAII EXPLANATION Holocene and Pleistocene ~ Ash and tephra deposits Pleistocene ~ Glacial deposits (Mauna Kea) Holocene Historical basalt flow (Kilauea, Mauna Loa, Hualalai) Puna Basalt (Kilauea) Holocene and Pleistocene ~ Kau Basalt (Mauna Loa) ~ .. Hualalai Volcanics (Hualalai) Laupahoehoe Volcanics (Mauna Kea) Pleistocene Hilina Basalt (Kilauea) Kahuku Basalt or Ninole Basalt (Mauna Loa) Hamakua Volcanics (Mauna Kea) Hawi Volcanics (Kohala) ~ Pololu Volcanics (Kohala) be partly or completely filled during subsequent eruptions. Thousands of flows erupt from the central caldera and from two or three rift zones that radiate out from the caldera. Intrusive dikes fed by rising magma extend down the rift zones and may erupt if they reach the surface. The shield stage is the most voluminous phase of eruptive activity during which 95 to 98 percent of the volcano is formed. The postshield stage is marked by a change in lava chemistry and character. Postshield-stage lava includes alkalic basalt, and more viscous hawaiite, ankaramite, mugearite, and tra- chyte. Lava from the postshield stage may erupt from lo- cations outside of the rift zones formed during the shield stage. Postshield-stage lava forms a veneer atop the shield- stage basalt. Eruptions of more viscous lava generally are explosive and may produce pyroclastic material (ash, cin- der, spatter, and larger blocks), as well as thick, massive lava flows. After a period of quiescence, lava such as alkalic basalt, nephelinite, and basanite, might issue from isolated vents on the volcano during the rejuvenated stage. Pyro- clastic material can be deposited during all of the subaerial stages of eruption. Clastic sedimentary deposits, which primarily are allu- vium derived from erosion of the volcanic rocks, have accu- mulated on the flanks of the islands. In some places, the clastic sediments are interbedded with coralline limestone that formed as reef deposits in shallow marine waters. The island of Hawaii consists of five volcanoes, discussed here from oldest to youngest (fig. 36). All of the volcanic rocks range in age from Pleistocene to Holocene. Kohala Volcano, which forms the island's northwestern tip, consists mostly of the shield-stage, mainly tholeiitic Pololu Volcanics and is capped by flows ofthe postshield-stage Hawi Volcanics. Hualalai Volcano, which forms part of the island's west coast, is covered by the postshield-stage Hualalai Volcanics. Mauna Kea Volcano, which is southeast of Kohala Volcano, prima- rily consists of the shield- and postshield-stage Hamakua Volcanics , which is overlain by the postshield-stage Laupahoehoe Volcanics. In the central part of the island, the bottom unit of Mauna Loa Volcano is the Ninole Basalt; which is overlain by the Kahuku Basalt; which is in turn overlain by the Kau Basalt, the most widespread geologic unit on the is- land. All three units of Mauna Loa Volcano consist of shield- stage tholeiitic basalt. Kilauea Volcano, which forms the southeastern part of the island, contains shield-stage tholei- itic basalts, the Hilina Basalt and the younger Puna Basalt. Rift zones, marked by cones and fissures, contain numerous volcanic dikes , and are found on all the volcanoes. Small beaches composed of thin , unconsolidated sand, some cre- ated as lava enters the ocean (Hawaii's famous black sand beaches), fringe parts of the island's coastline. Maui consists of two volcanoes-the older West Maui Volcano and the larger East Maui Volcano (Haleakala). The two volcanoes are separated by an isthmus that is covered with deposits of alluvium and coralline limestone that are as much as 5 miles wide. The Pleistocene-age rocks of West Maui Volcano consist of the mostly shield-stage Wailuku Basalt, which is overlain by the postshield-stage Honolua Volcanics and rejuvenated-stage Lahaina Volcanics. The Pleistocene- to Holocene-age rocks of East Maui Volcano consist of the tholei- itic, shield-stage Honomanu Basalt, which is overlain by the postshield-stage Kula Volcanics and the younger rejuvenated- stage Hana Volcanics. The Kula Volcanics and the Hana Volcanics are the most widespread geologic units exposed at the land surface on Maui. The East Maui Volcano has three rift zones and the West Maui Volcano has two. Kahoolawe is a single, relatively small volcano. The Pleis- tocene-age Kanapou Volcanics forms most of the island and includes both shield-and postshield-stage lava. Rejuvenated- stage vents and small areas of alluvium are present at scat- tered places near the shoreline. The island of Lanai is a single volcano, and all of the island's shield-stage tholeiitic rocks are mapped as the Pleis- tocene-age Lanai Basalt. Sedimentary deposits, predominantly alluvium but with small areas of consolidated conglomerate, fill many ofthe basins in the island's interior. Dikes are present in three rift zones radiating from the volcano's summit. Molokai consists of two volcanoes, the older West Molokai Volcano and the larger East Molokai Volcano, joined by a plain. Both the West and East Molokai Volcanics consist of shield- and postshield-stage volcanic rocks ranging in age from Pliocene to Pleistocene. The widespread East Molokai Volcanics is separated into two informal members-the thick lower member that is mostly tholeiitic basalt and the thinner upper member that contains more alkalic basalt. The rejuve- nated-stage Pleistocene-age Kalaupapa Volcanics forms a peninsula on Molokai's northern coast. Volcanic dikes are found in the rift zones of both volcanoes. Oahu consists of two volcanoes-the older Waianae Vol- cano in the west and the larger Koolau Volcano in the east. The Pliocene-age Waianae Volcanics is divided into four mem- bers. The lower two members, the Lualualei (shield-stage) and the Kamaileunu (shield- and postshield-stage) Members, are combined on the map in this report, and the upper Palehua and Kolekole Members, which consist largely of alkalic ba- salt, are shown separately. The shield-stage tholeiitic rocks of the younger Koolau Volcano are named the Koolau Ba- salt. The Pliocene-age Koolau Basalt is the most widespread geologic unit exposed on Oahu. Rejuvenated-stage eruptions from about 50 vents scattered on the southeastern part of Koolau Volcano form the Honolulu Volcanics, which ranges in age from Pleistocene to Holocene. The largest rift zones in the Koolau and Waianae Volcanoes are on a nearly parallel northwest-southeast trend: other rift zones trend north and northeast. Oahu has larger areas of sedimentary deposits than any other island, and these deposits contain coralline limestone in coastal areas. The geology of Kauai is complex and the island may consist of more than one volcano. Two geologic formations- the mainly shield-stage Waimea Canyon Basalt and the reju- venated-stage Koloa Volcanics, have been identified. The Waimea Canyon Basalt, which ranges in age from Miocene to Pliocene, is divided into the Napali, the Haupu, the Olokele, and the Makaweli Members primarily on the basis of the bed- ding characteristics and structural relations of the rocks. The Pliocene- to Pleistocene-age Koloa Volcanics overlies the Waimea Canyon Basalt and is exposed at the land surface over most of the eastern half of Kauai. Dikes are exposed through- out much of the island. Clastic sedimentary deposits, which include lithified sand dunes, are scattered primarily around the periphery of the island . Niihau consists of the deeply eroded remnants of a single volcano. The core of the island is the mainly shield-stage Mi- ocene- to Pliocene-age Paniau Basalt, which is intruded by dikes and overlain by the rejuvenated-stage Pliocene- to Pleis- tocene-age Kiekie Basalt. Alluvial deposits are extensive on Niihau, and some of the alluvium is consolidated. NlS GROUND-WATER OCCURRENCE AND MOVEMENT Certain geologic and hydrologic characteristics of the Hawaiian islands favor the occurrence and retention of fresh- water. The larger islands have extremely productive freshwa- ter aquifers . However, the geologic and hydrologic characteristics of the aquifers vary widely. The modes ot" em- placement of the volcanic rocks and sedimentary deposits and the subsequent weathering processes to which they have been subjected have resulted in a wide range of the hydraulic prop- erties that control the storage and flow of water. Sedimentary deposits and some types of volcanic rocks (chiefly pyroclas- tic material) that typically are considered to be productive aqui- fers in much of the conterminous United States are commonly confining units or relatively poor aquifers in the Hawaiian is- lands. Basalt with thick lava-flow units, weathered ash and tuff beds, and unconsolidated coastal-plain and valley-fill sedimen- tary deposits generally are of low permeability, and impede A the seaward and lateral movement of freshwater (defined in this report as water that contains less than 1,000 milligrams per liter dissolved solids). The largest bodies of fresh ground water float on saltwa- ter within the aquifers. This occurrence is known as a fresh- water lens because of the lenticular shape of such bodies of water. The Ghyben-Herzberg principle is named after two sci- entists who independently described a. freshwater-saltwater relation for conditions in which the two fluids do not mix and the freshwater is in static equilibrium with the ocean. In a static freshwater or Ghyben-Herzberg lens, the thickness of the fresh- water lens below sea level is directly proportional to the height of the top of freshwater above sea level. In principle, at a place where the water table stands 1 foot above sea level, for ex- ample, 40 feet of freshwater will be below sea level, and the freshwater lens will thus be 41 feet thick. This relation exists because seawater is about one-fortieth more dense than fresh- water. In most field situations, the lower limit of the freshwater is not a sharp boundary because mixing creates a zone of tran- sition that separates freshwater from the saltwater body. The Figure 37. On oceanic islands, such as the volcanoes of the Hawaiian Island group, freshwater commonly occurs as a body of water called a freshwater lens that floats on saltwater and is separated from the saltwater by a zone of transition that contains brackish water: On a small island that has minimal recharge from precipitation or that is composed of highly permeable rocks (A), the water table near the center of the island may be only a few feet above sea level and the transition zone may be immediately below the water table. Where an island receives significant recharge or is composed of less permeable rocks, the water table is higher (B), and a freshwater lens exists. The midpoint of the transition zone extends abou£40 {eel below sea level {or each fool the water table stands above sea level. The transition zone varies in thickness depending on {actors including withdrawals from wells and tides. Where cap rock overlies and confines the freshwater lens (C), the caprock tends to impede the seaward discharge of fresh ground water {rom the volcanic rocks, the fresh water lens builds up to a greater thickness, and potential for ground-water development is enhanced. Pac ifi c Ocean Pa cific Ocean Sealevel-,------~~~~~~~~~~~~~~~~~++~~~~~~~------, 8 h Approximately 40h c EXPLANATION Sedimentary deposits ( caprock) Volcanic rocks Modified from Macdonald and others, 1983 Northeast EXPLANATION Figure 39. On Oahu, freshwater is in a lens and dike-impounded water bodies and can be confined or unconfined. Wells A, B, and Care completed in a confined volcanic- rock aquifer: Well A produces only saltwater, well B produces brackish water, and well C produces freshwater: Shaft 0 produces large quantities of fresh water by skimming ground water just below the water table. Shafts E and Fare constructed at different altitudes in dike-impounded water bodies; shaft F intercepts more dikes and likely will supply larger quantities of freshwater than shaft E. A bed of low- permeability ash creates a localized perched water body at site G. ~ Sedimentary deposits ( caprock) Pacifi c Ocea n ~ . Volcanic rocks c::=J Volcanic ash \ Dike E - Shaft 11 8 Well Direction of ground-water movement ...... Freshwater ...... Saltwater NOTTO SCALE even thousands of feet above sea level. In such vertically ex- tensive freshwater-lens systems, substantial vertical, freshwa- ter hydraulic-head gradients exist in the aquifer and the Ghyben-Herzberg principle is not valid for predicting the depth at which saltwater lies beneath freshwater. Much of the fresh ground water in a vertically extensive freshwater-lens system discharges directly to stream valleys above sea level where the ground surface intersects the water table. Dike-impounded water is an important source of low- salinity water on some of the islands. Sub-vertical dike sys- tems tend to compartmentalize areas of permeable volcanic rocks, chiefly in the rift zones or caldera of a volcano. The dikes and rocks they intrude are known in Hawaii as dike complexes. Dikes impound water to great heights, as much as 3,300 feet above sea level on the islands of Maui and Hawaii and as much as 1,600 feet above sea level on Oahu. The depth to which freshwater extends below sea level within a dike complex is not known. Where dikes have been eroded or fractured, springs might issue from openings in the dikes. Shafts in dike com- plexes are particularly important sources of freshwater on the eastern side of Oahu, where much of the island's precipita- tion falls along the dike complex in the Koolau Range. Perched water can occur in areas where low-perme- ability rocks impede the downward movement of ground wat_~x su{hc.i_e.ntl\{ to allow a saturated water body to de- velop over unsaturated rocks. These low-permeability rocks include massive, thick-bedded Java flows and exten- N16 sive soil and weathered ash layers. Some perched water bodies supply usable quantities of water to wells. The occurrence of ground water in the volcanic-rock aqui- fers of Oahu is summarized in figure 39. A freshwater lens underlies much of Oahu. Well A, which is nearest the coast, produces saltwater from below the transition zone, and well B produces brackish water from the transition zone. Well C is the inland-most well and produces freshwater. Horizontal shaft D (sometimes called a Maui shaft) has been dug into the volcanic rocks along and just below the water table and produces large volumes of freshwater by skimming water from near the top of the freshwater lens (fig. 39). Shafts E and F (sometimes called Lanai shafts) are dug horizontally into one or more of the dike- bounded compartments. Location G (fig. 39) indicates a perched water body containing minor amounts of water. Fresh ground water generally moves from topographically high areas towards the ocean (fig. 39) . Fresh ground-water flow is predominantly downward in the inland areas, upward in the coastal areas, and horizontal in between. Ground water from the dike compartments recharges downgradient fresh- water lenses. A saltwater circulation system exists beneath the freshwater lens (fig. 39) . Saltwater flows landward in the deeper parts of the aquifer, rises, then mixes with fresher water and discharges to the ocean. The occurrence of fresh ground water in each of the Ha- waiian islands can be depicted using water levels measured in wells, shafts, and springs as shown in figure 40. Water lev- transition zone contains brackish water (water that contains between 1,000 and 35,000 milligrams per liter dissolved sol- ids) and can be quite thick (several tens to hundreds of feet) depending on the extent of mixing. In many cases, the depth predicted by the Ghyben-Herzberg principle is about the depth where the brackish water in the transition zone has a dissolved- solids concentration about 50 percent of seawater. On a small island that receives little precipitation or is made up of rocks that are highly permeable, the water level is just above sea level and the thickness of freshwater below sea level may be very thin. In some places where freshwater is significantly mixed with saltwater, brackish water may exist immediately below the water table (fig. 37 A). Where an aqui- fer receives more rainfall or is less permeable, the freshwater lens is thicker (fig. 37 B). The regional movement of fresh ground water is from interior areas toward the ocean, and all of the water discharges diffusely to the ocean or at springs near sealevel. In some coastal areas, such as southern Oahu, highly permeable volcanic-rock aquifers are overlain by a confining unit, called caprock, that consists of unconsolidated and con- solidated sediments and weathered volcanic rock (fig. 37C). The low overall permeability of the caprock impedes ground- water discharge to the ocean and results in a freshwater wedge inland that is thicker than it would be in the absence of the caprock. In places with a caprock, inland ground-water levels are at higher altitudes and the freshwater lens is significantly thicker than in places without a caprock. For a given recharge rate, freshwater hydraulic heads will be lower in high-permeability rocks than in low-permeability rocks. In the most permeable volcanic rocks, the water table is generally no more than several tens of feet above sea level, indicative of a freshwater lens. In low-permeability volcanic rocks, ground-water flow is impeded to a greater extent, and higher water levels result. Water levels in these rocks are com- monly greater than several tens of feet above sea level, and the rocks are fully saturated below the water table. In some low-permeability volcanic-rock aquifers, such as in eastern Kauai (fig. 38), a vertically extensive freshwater-lens system develops with freshwater standing several hundreds or Figure 38. A vertically extensive freshwater-lens system can exisl where lhe volcanic rocks have low permeability, such as in eastern Kauai. In these systems, significant vertical hydraulic·head gradients exist, and the Ghyben-Herzberg relation does not accurately predict the depth to the midpoint of the transition zone. EXPLANATION Koloa Volcanics Waimea Canyon Basalt Line of equal freshwater hydraulic head Water table Direction of ground·water movement - Freshwater - Saltwater Water table Bend in section A A' Feet 3,000 Downward m ovement of ground water (Hydrau lic head decreases w ith depth in aquifer) 2,000 1,000 Sea level ~ ~ A" 1,000 2,000 3,000 VERTICAL EXAGGERATION x 6.3 els Jess than 50 feet above sea level were arbitrarily chosen to show occurrences of freshwater lenses for figure 40. Water levels greater than 50 feet above sea level were chosen to show areas where vertically extensive freshwater-lens systems or dike-impounded water exist. Non-dike-intruded areas contain- ing wells that penetrate below sea level and that have high water levels are considered to have vertically extensive fresh- water-lens systems. Where high water levels are found in wells that do not penetrate below sea level, the possibility of a perched-wqter system cannot be ruled out. Although many of the ground ~ water systems of the islands are well understood, exploration in others is only just beginning, and these areas are not fully understood. The island of Hawaii contains high water levels (greater than 50 feet above sea level) in the rift zones of Kilauea and Kohala Volcanoes. High water levels, possibly associated with a buried rift zone of Hualalai Volcano or fault scarps draped with lava flows, also are present along the western coast. Ar- eas of high water levels also are found along the northern flank and eastern flanks of Mauna Kea near Hilo and on the south- eastern flank of Mauna Loa. The central isthmus and most of the coastal areas of Maui (fig. 40) have low water levels (less than 50 feet above sea level) indicative of a freshwater lens. High water levels are found in the interior of West Maui Volcano where rocks are intruded by dikes. On East Maul Voicano, h1gh water )eve'Is are found along the northern flanks of the volcano in the high 0 Discharge t o streams 3 4 3 4 5 KILOMETERS Honolulu Modified from lzuka and Gingerich, 1998 5 MILES Southwest Pa cifi c Oc ea n Modified from Macdonald and others, 1983 rainfall areas. Both high and low water levels occur along the northern rift zone of the volcano, indicating that a perched- water system exists above a freshwater lens. Further to the east outside of any known rift zone, high water levels occur in wells drilled below sea level indicating that a vertically exten- sive freshwater-lens system is present. Few wells exist on Kahoolawe but because rainfall is low, the freshwater lens is probably thin . Lanai has high water lev- els in the interior of the island within the rift zone and caldera complex. In the northern part of Molokai, areas of high water levels are found in association with the northwest rift zone of East Molokai Volcano. A large number of wells on Oahu (fig. 40) in nearshore areas around most of the periphery of the island have low water levels. High water levels are found in rift zones near the east- ern and western sides of the island and low-permeability fea- tures create high water levels in the central part. Some small areas of perched water in the southern part of Oahu are in alluvial deposits, but the perched water is not a significant source of supply. Kauai has a large area with high water levels along the eastern side of the island (fig. 40) . High water levels in wells that penetrate below sea level outside of any known rift zone indicate that a vertically extensive freshwater-lens system is present. Niihau receives little rain and data from existing wells ·ma·Icate tnat a 't.'n'm 'in:-s'nwa•,e:1 1re:·ry:. '"' -p1-cs'C:'i'.'i. tl;-.~""'"'9"'·""'·~,+. w,•.y,:i;o, of the island. - ___J 12.0 ---'w A w> >w ~---' a:<t 11 .5 ww f-(f) <{w s:> 0 Om W<{ 11.0 a:f- ::Jw <flw <{u. wz 2- 10.5 w 2 > 0 B m2 <(::J f-f- ~(3 z>- - a: 0 -..: wa: l'lf- <{- f-al -1 (f)CC ---'<{ <{ 0 -2 f= 20 z o>- -<{ 15 jo c ,-- ~a: w z"- 10 -(f) w·z ,----- l'lO .0:---' a..-' 5 2<{ ::Jl'l a._ 0 ;t( ~hau r-- ':--:----: c.,--, '---- --,--., ...,.--,- -:--: i c 0 c ,----- - --,--., c.,--, 10 · 5 ~~~~~~ 10~~LL~~~2~ Q~~~~~~3~0~~-L~~~~1~Q~LL~-L~~2~Q~~~LL~-3~Q August 1994 September 1994 Figure 41. Measured water levels (A) in a well in northern Oahu are affected by (B) ocean tides and (C) withdrawals from a nearby well[teld. Th e effects of withdrawals are more clearly seen in hydi-ograph Dafter the removal of the effects of ocean tides [rom the measured water levels. ---' 30 w > 25 w ---' <( w 20 (f) 15 w > 0 10 m <( 5 Pearl Harbor f-w 0 w "- ~ __j 45 w No data > 40 w ---~J l ---' a: 35 w 'wJI}- ''-W' f- 30 <{ s: 25 0 w a: 20 :::> (f) 15 <{ 0 w co 2 ~ Figure 42. Water levels in southern Oahu have declined over time in response to. increased ground-water withdrawals. Seasonal fluctuations in water levels reflect increased demand for ground water during the dry summer months and reduced demand during the welter winter months. 10 · I 9 ::J~ ~0 8 ~2 <ta: a:w o"- 7 W(/) (!)W <{I 6 a:U wZ >- <{~ 5 4 285 283 f- w---' ~~ Zw ----' ---''..: ww ~(f) 278 ___JW a:> wO f-ID <{<{ s: 273 1936 1940 Figure 43. Water levels in a well in central Oahu fluctuate in response to changes in rainfall. The wetter years, such as 7937-39, 1948, and 1951 are reflected by a corresponding rise in the water level. By contrast, during drier years, such as 1941 and 1944--4-6, the ground-water level declined. Pumped well Pearl Har well 1950 Modified from Oki, 1997 Modified from Oki, 1998 Honolulu wells 1953 Modified from Dale and Takasaki, 1976 Observation well e Q 15JO )}) Lan 0 KahoolawP Figure 40. The water levels measured in wells of the Hawaiian Islands vary greatly. Wells with water levels less than 50 feet above sea level are arbitrarily chosen to indicate the occurrence of a coastal freshwater-lens system. Wells located along the axes of volcanic rift zones and near caldera complexes have higher water levels because these lower-permeability features impede the flow of fresh ground water to the ocean. Outside the rift zones, w ells that penetrate sequences of lower permeability, thick-bedded lava flows below sea level, such as those located in eastern Kauai and northeastern Maui, also have water levels greater than 50 feet above sea level. These wells indicate the presence of a vertically extensive freshwater-lens system. In some places, where w ells drilled to sea level with low water levels are adjacent to wells above sea level with high water levels, such as in the northern rift zone of East Maui Volcano, the aquifer is not completely saturated and a perched water body exists above a freshwater lens. WATER-LEVEL FLOCTOATIONS Water levels in wells fluctuate in response to both short- and long-term natural factors and human-induced stresses. Short-term (diurnal time scale or shorter) water-level fluctua- tions are caused by ocean tides, barometric pressure changes, evapotranspiration by phreatophytes, or earthquakes, and also by human-induced stress. Long-term fluctuations can be caused by pumping and changes in recharge. Changes in ground-water storage caused by withdrawals of water from distant or nearby wells are reflected by water- level changes in wells. Data from an observation well in north- ern Oahu (fig. 41) show declines and recoveries of the water table caused by intermittent pumping from nearby wells. The magnitude of the water-level decline caused by pumping is de- pendent on the distance between the pumped well and the observation well, the rate at which water is withdrawn, and the hydraulic characteristics of the rocks. In addition, ocean tides can cause water-level variations that are superimposed on the water-level declines caused by pumping (fig. 41); ocean tides account for about 0.1 foot of water-level fluctuation at this well. The magnitude of the water-level fluctuation caused by ocean tides is dependent on the distance of the observation well from the coast and the hydraulic characteristics of the rocks. In ad- dition to diurnal and semidiurnal ocean tides, longer term varia- tions in ocean level also affect ground-water levels. Ground-water levels generally are highest in the winter months because of greater rainfall and reduced demand for 90 >- <{ 0 -'a: 80 CCw ;;5a.. a._ (f) u_Z oo wj 70 l'l<{ CCl'J <tz og (/)___J 0::::! 60 o2 wz CC- ::J - (f) (f) ..:l'l 50 wZ 20: -'a._ <((f) f-CC 00 40 f-!D a: <{ I 30 0 0 0 0 0 0 0 0 0 0 • 0 0 • EXPLANATION Well with water level less than 50 feet above sea level-Indicative of a freshwater lens Measured Not measured, but inferred because land- surface altitude at well less than 50 feet above sea level Well with water level greater than 50 feet above sea level-Indicative of a vertically extensive freshwater-lens, dike-impounded, or perched system Well bottom above sea level Well bottom below sea level Hawaii • . " • • •• \l 0 a o • ~ co,o 0 Ql .co. 0 • 31. 0 0 • SCALE 1:1.500,000 Modified from State of Hawaii, 1998; and Stearns, 1940 0 10 20 MILES 0 10 20 KILOMETERS Base modified from U.S. Geological Survey digital data ground water, and decline during the summer months when demand for ground water is greatest. In the Pearl Harbor area, where ground-water demand for agriculture historically has been high, seasonal fluctuations in water level range from a few feet to as much as 10 feet (fig. 42). In the Honolulu area, seasonal fluctuations in water level are less pronounced. Long- term records indicate that water levels in parts of southern Oahu reflect an overall downward trend since the early 1900's because of increased ground-water withdrawals. In the exten- sively developed Honolulu area, water levels have declined from about 43 feet above sea level in 1880 to about 20 to 25 feet above sea level during the early 1990's. In the Pearl Har- bor area, water levels have declined from about 20 to 25 feet above sea level in 1910 to about 15 to 20 feet above sea level during the early 1990's. In the Schofield area of central Oahu, where ground-wa- ter withdrawals have generally been small relative to recharge, ground-water levels fluctuate mainly in response to changes in rainfall (fig. 43). The water-level response generally lags the averaged rainfall by several months to a year. Spring discharge is related to aquifer water levels. The discharge of springs that issue from the volcanic-rock aquifer in the Pearl Harbor area of Oahu (fig. 44) varies directly with changes in the water level (hydraulic head) in the aquifer. When the water level in the aquifer is highest, spring discharge is greatest, and, conversely, when the water level is lowered, spring discharge decreases. 0 0 0 0 0 0 0 0 12 13 14 15 16 17 18 19 20 WATER LEVEL IN WELL, IN FEET ABOVE SEA LEVEL Figure 44. Discharge of springs that issue from the volcanic-rock aquifer in the Pearl Harbor area of Oahu varies directly with changes in water levels in the aquifer. Modified from Hunt, 1996 4 -·~ Area of Pearl Harbor Springs N17 GROUND-WATER QUALITY The source of fresh ground water in Hawaii is precipitation that originates as water evaporated from the surrounding ocean. The water vapor condenses on salt nuclei in the atmosphere, which are also commonly of oceanic origin. Accordingly, the rain that falls on the islands contains diluted concentrations of the same ions as those in seawater; the rainfall is particularly en- riched with sodium and chloride, the major components of sea- water. Even on days when no rainfall occurs, small concentrations of ocean salts accumulate on the land surface because the salts are transported as aerosols carried ashore by prevailing winds. These conditions account for the fact that most ground water in the Hawaiian islands, even in high-altitude recharge areas, con- tains sodium and chloride as the dominant ions. The rainfall is altered naturally when it partly dissolves vol- canic rocks and sedimentary deposits as the water moves in the subsurface from interior areas to discharge areas near the ocean. The water acquires calcium, magnesium, sodium, silica, and iron from volcanic rocks and alluvium. The water acquires bicarbon- ate and calcium as it infiltrates the consolidated sedimentary deposits especially where these deposits are calcareous. In general, salinity of ground water in the Hawaiian islands decreases with distance inland from the coast and increases with depth in the aquifer. Elevated concentrations of sodium and chloride in ground water in nearshore rocks generally are the result of mixing of fresh ground water with saltwater derived from the ocean. These mixing effects are most pronounced in aquifers with highly permeable rocks exposed at the ocean floor /? u:;hau Table 2. Organic chemical contaminants confirmed Island Kauai Oahu Maui Hawaii in ground water, Hawaii [Source: State of Hawaii, 1997] Contaminant ametryn atrazine desethyl atrazine simazine alachlor ametryn atrazine desethyl atrazine despropyl atrazine diamino atrazine carbon tetrachloride chlordane dieldrin lindane 1,2-dibromo-3-chloropropane 1,2-dichloropropane ethylene dibromide tetrachloroethylene (PCE) trichloroethylene (TCE) 1,2,3-trichloropropane ametryn atrazine desethyl atrazine despropyl atrazine diamino atrazine 1,2-dibromo-3-chloropropane ethylene dibromide simazine 1,2,3-trichloropropane ametryn atrazine desethyl atrazine despropyl atrazine diamino atrazine diu ron hexazinone tetrachloroethylene (PCE) simazine Number of well fields with confirmed contamination 1 5 1 I 1 2 15 14 3 3 3 4 10 1 13 4 4 8 7 19 3 10 5 1 3 7 4 1 6 1 24 13 4 5 3 9 1 FRESH GROUND-WATER WITHDRAWALS Ground water is an important resource in the State of Ha- waii. During 1995, ground water supplied about 51 percent, or about 516 million gallons per day, of the estimated total fresh- water used. About 4 7 percent of the total ground water withdrawn (243 million gallons per day) was on Oahu (fig. 46). Ground- water withdrawals in Maui County totaled 122 million gallons per day. The State of Hawaii, which regulates the development and use of ground water, has designated parts of Oahu and the entire island of Molokai as ground-water management areas. Within these areas, the State is authorized to manage ground- water withdrawals through a permitting process. Fresh ground-water withdrawals on the island of Hawaii during 1995 were about 109 million gallons per day (fig. 46). About 62 percent of the total withdrawn, or about 67 million gallons per day, was used for industrial, mining, and thermo- electric-power purposes; more than 99 percent of this 67 million gallons per day was used for thermoelectric-power purposes. Withdrawals for public supply were about 23 mil- lion gallons per day. Withdrawals for agricultural use were about 13 million gallons per day, and withdrawals for domes- tic and commercial uses were about 6 million gallons per day. In Maui County, which includes the islands of Kahoolawe, Lanai, Maui, and most of Molokai, the total fresh ground-wa- ter withdrawals during 1995 were about 122 million gallons per day. About 93 percent of the 122 million gallons per day was withdrawn on the island of Maui. For Maui County during 1995, the largest withdrawals, about 77 percent (94 million gallons per day) , were for agricultural irrigation. Withdrawals N18 because sa"ttwater can readTiy flow into such aquifers. ln addi- tion, elevated concentrations of sodium and chloride in ground water may reflect a low recharge rate. In some of the western parts of the island of Hawaii, for example, a freshwater lens does not exist: only brackish water overlies saltwater in the highly permeable volcanic-rock aquifer because of both low recharge and lack of a coastal caprock. Water in coralline limestone along the southern coast of Oahu is also generally brackish because recharge is low and because highly permeable limestone crops out at the ocean floor, allowing easy inflow of saltwater. When water is withdrawn from a freshwater lens, the fresh- water lens shrinks and saltwater will encroach or intrude into parts of the aquifer that formerly contained freshwater. The degree of saltwater intrusion depends on several factors, which include the hydraulic properties of the rocks, recharge rate, and pumping rate. The effect of intrusion on a particular well depends on the vertical and lateral distance between the well and the transition zone. In the Honolulu area of Oahu, some free-flowing artesian wells that originally produced fresh ground water were later abandoned because of increased salinity associated with salt- water intrusion. Pumping from a well can cause the freshwa- ter-saltwater transition zone to rise into the pumped well. Many wells in Hawaii that are pumped at high rates or drilled too deeply are affected by this process, resulting in increased concentrations of sodium and chloride in pumped water. Ground water is chemically altered as a result of human activities in developed areas. Shallow, unconfined aquifers are most susceptible to contamination through the land surface, especially where infiltration of water from the surface rapidly recharges the aquifers. Even deeply buried aquifers are not i c 0 c Q Figure 45. Organic-chemical contamination of ground water in Hawaii is caused by human activities associated with agricultural and non-agricultural practices. On the islands of Hawaii, Maui, Oahu, and Kauai, wells located downgradienl from areas of pineapple or sugarcane cultivation have been affected by associated pesticide and herbicide uses. In central Oahu and the highly urbanized Honolulu area, chemicals associated with non-agricultural activities also have been detected in ground water. Sugarcane was once grown extensively in the eastern part of the island of Hawaii. The main contaminants detected in ground water samples are related to herbicide use during sugarcane cultivation and include atrazine and its associated breakdown products, diuron, and hexazinone. On the island of Maui, both pineapple and sugarcane have been cultivated. Chemical contaminants found in ground water that are associated with pineapple cultivation include DBCP, EDB, and TCP. Contaminants associated wilh sugarcane cultivation include atrazine and its associated breakdown products, ametryn, and simazine. for domestic and commercial uses amounted to about 5 mil- lion gallons per day, and public-supply withdrawals were about 22 million gallons per day. Industrial, mining, and thermoelec- tric-power withdrawals were about 1 million gallons per day. The total fresh ground-water withdrawal on Oahu during 1995 was about 243 million gallons per day, which nearly equaled the total withdrawn on all the other islands. Public- supply withdrawals accounted for the greatest amount of ground water pumped and amounted to about 142 million gallons per day. Withdrawals for agricultural purposes were about 53 million gallons per day. About 35 million gallons per day was withdrawn for domestic and commercial supplies, and about 13 million gallons per day was withdrawn for industrial, mining, and thermoelectric-power uses. Total fresh ground-waterwithdrawals on Kauai during 1995 were about 42 million gallons per day, about one-half of which (about 21 million gallons per day) was pumped for agricultural purposes. Public-supply withdrawals were about 14 million gallons per day. Withdrawals for industrial purposes were about 5 million gallons per day, and the remaining 2 million gallons per day was pumped for domestic and commercial purposes. No water was used for mining or thermoelectric-power genera- tion. Water-use data were unavailable for the island of Niihau. Historically, ground-water used for agricultural irrigation has been highest on the island of Oahu, where large amounts of water were needed for sugarcane cultivation. By October 1996, how- ever, the last remaining sugarcane plantation on Oahu harvested its final crop. In 1995, the amount of ground water withdrawn for agricultural use on Oahu was about 53 million gallons per day, and in Maui County, where sugarcane is extensively grown in areas that receive little rainfall, ground-water withdrawn for ag- ricultural irrigation was about 94 million gallons per day. immune to contamination. In general, areas that receive large amounts of rainfall or irrigation water and that have highly per- meable soils are susceptible to ground-water contamination. Sources of ground-water contamination that result from hu- man activities are classified as point or nonpoint. Point sources are specific local sites from which pollutants are discharged. Com- man types of point sources are cesspools, disposal wells, landfills, industrial sites, and underground storage tanks. Nonpoint sources extend over broad areas and include agricultural fields treated with pesticides or fertilizers and residential areas where chemicals are used near homes and on lawns. Human activities associated with agricultural, industrial, and residential areas can have profound effects on the quality of water in affected aquifers. Since the early 1980's, organic-chemical contaminants associated with agricultural , industrial, and urban activities have been detected in water samples from wells in the State (fig. 45; table 2). The chemica ls 1 ,2-dibromo-3- chloropropane (DBCP), 1 ,2-dibromoethane or ethylene dibromide (EDB), and 1 ,2,3-trichloropropane (TCP), which are associated with nematicides previously used in pineapple cultivation in Hawaii, have been detected in ground-water samples from wells on the islands of Oahu and Maui. Loca- tions of contaminated well sites are in or downgradient from areas of past and present pineapple cultivation. EDB contami- nation on Oahu also may be associated with fuel pipeline leaks. Concentrations of DBCP in water samples are generally less than 200 nanograms per liter, EDB less than 50 nanograms per liter, and TCP less than 3,000 nanograms per liter. Con- centrations of contaminants vary with time in response to changes in pumping rates , recharge rates , and the timing of • Kahoolawe~ The island of Oahu has the greatest number of contaminated well sites. Contaminants including DBCP, EDB, and TCP associated with pineapple cultivation, atrazine, breakdown products of atrazine, and ametryn associated w ilh sugarcane cultivation, and chlordane, dieldrin, PC£, and TCE associated with non-agricultural activities have been detected in ground-w ater samples. On Kauai, atrazine, desethyl atrazine, simazine, and ametryn, which are associated with sugarcane cultivation, have been detected in waler samples from wells in the southeastern and southwestern parts of the island. • On th e islands of Molokai and Lanai, the State of Hawaii Department of Health has not confirmed any organic chemical contamination of ground-water samples. Data are unavailable for the islands of Kahoolawe and Niihau. Total withdrawals 42 million gallons per day 58.4 percent Total withdrawals 243 million gallons per day Total withdrawals the chemical applications. Granular activated carbon filters are being used on Oahu and an aeration system is being used on Maui to treat contaminated water before distribution. On the islands of Hawaii, Maui, Oahu, and Kauai, the herbicides atrazine and ametryn, which are associated with sugarcane cultivation, have been detected in wells within or downgradient from areas of past and present sugarcane cul- tivation. Concentrations of atrazine and ametryn in water samples are generally less than 1,000 nanograms per liter. Other chemicals associated with agricultural activities that have been detected to a lesser spatial extent include the her- bicides alachlor, simazine, diuron, and hexazinone. Chemicals associated with non-agricultural activities have also been detected in water samples, primarily on the island of Oahu. In the urbanized Honolulu area , for example, pesti- cides such as chlordane and dieldrin have been detected in ground-water samples. Prior to being banned in 1988, chlor- dane was the most popular pesticide used in Hawaii for ter- mite treatments around homes. Concentrations of chlordane and dieldrin are generally less than 300 and 100 nanograms per liter, respectively. Solvents such as trichloroethylene (TCE), tetrachloroethylene (PCE), and carbon tetrachloride have been detected in ground-water samples mainly in Hono- lulu and central Oahu. In central Oahu, an aeration system is used to treat ground water contaminated with TCE and PCE. The extent of ground-water contamination by organic chemicals in Hawaii may not be fully known at this time. As more wells are sampled, more chemical analyses are performed, and better analytical equipment and methods become available, the spatial extent of the contamination can be better identified. GEOTHERMAL WATER Geothermal water can be an important water resource in the Hawaiian islands. At present ( 1998), however, the only geothermal water actively being developed is in the eastern part of the island of Hawaii, where steam from geothermal wells is used to generate about 25 megawatts of electrical power. The wells are drilled in the east rift zone of Kilauea Volcano near eruptive vents that were active in 1955. Wells have en- countered elevated water temperatures near Lihue on Kauai, near the caldera of Waianae Volcano and near Kailua on Oahu, near the summit of West Molokai Volcano on Molokai, near the summit of Lanai Volcano, near Lahaina on Maui, and near Kawaihae on the island of Hawaii. 156" Hawaii 15~ EXPLANATION Well or spring in volcanic-rock aquifer with confirmed organic-chemical contamination from: • Agricultural activity o Non-agricultural activity (industrial or domestic) o Both agricultural and non-agricultural activities .a. Well or spring in non-volcanic-rock aquifer with confirmed organic-chemical contamination from agricultural activity • • • Modified from State of Hawaii, 1997 SCALE 1:1.500.000 19ok:------{ Base modified from 0 10 20 MILES 0 10 20 KILOMETERS U.S. Geological Survey digital data 76.9 percent 4.5 percent Hawaii EXPLANATION Use of fresh ground-water withdrawals during 1995 Public supply Domestic and commercial Agricultural Industrial, m ining, and thermoelectric power 122 mil lion gallons per day Figure 46. Estimated freshwater withdrawals (rom Hawaii's aquifers were 516 million gallons per day during 1995. On Oahu, 243 million gallons per day was withdrawn; in Maui County, which includes the islands of Maui, Lanai, and most of Molokai, 122 million gallons per day was withdrawn, mosl of w hich was w ithdrawn on Maui. Most of the water was withdrawn for agricultural, primarily irrigation, and public-supply uses. On the island of Hawaii, I 09 million gallons per day was withdrawn, and 67 million gallons per day of these withdrawals was used for thermoelectric-power purposes. About half of the 42 million gallons per day withdrawn on Kauai was for agriculture. Total withdrawals 109 mill ion gallons per day HAWAII COUNTY Data from J.D. Tori kai, U. S. Geological Survey, written commun., 1998 Figure 47. Pahoehoe lava is thin and fluid w ith a characteristic ropy appearance. Pahoehoe {lows are usually more common near an eruptiVe vent. The active (low shown is about 30 feet long. Figure 48. As {lowing aa lava cools, degases, and becomes more viscous, the hardened crust on the {low surface breaks up inlo rubble and gives the flow a rough, clinkery appearance. The flow shown is about 8 feet high. Figure 49. A typical sequence of lava (lows contains aa clinker zones (A) of relatively high permeability that occur above and below the massive central cores of aa (lows (B), and many thin pahoehoe (C) (lows. The sequence shown is about 40 feet thick. 7t ~hau INTRODUCTION Pa c i Volcanic rocks that range in age from Miocene to Holocene are the primary rocks in the islands and are the most productive aquifers in the State of Hawaii. The rocks vary widely in origin, chemical composition, and texture and in their ability to trans- mit water. Volcanic-rock aquifers are found on all the islands and in some places are overlain with sedimentary deposits. GROUND-WATER OCCURRENCE AND MOVEMENT The permeability of volcanic rocks is variable and depends mainly on the mode of emplacement of the rocks. Three main groups of volcanic rocks exist: lava flows, dikes, and pyroclastic deposits. Weathering reduces the permeability of all three types of volcanic rocks. Lava flows are mainly pahoehoe (fig. 47), which has a smooth, undulating surface with a ropy appearance and aa (fig. 48), which has a surface of coarse rubble (clinker) and an interior of massive rock. A typical sequence of lava flows (fig. 49) contains both aa and pahoehoe flows. Aa clinker zones are found above and below the massive central core of the a a flow. Pahoehoe flows commonly occur in a sequence of numer- ous thin flows. Void spaces in a layered sequence of lava flows (fig. 50) include vesicular (gas bubbles), fracture (joints and cracks), interflow (separations between flows) , intergranular (fragmental rock), and conduit (lava tubes) porosity. Pahoehoe flows are fluid, flow rapidly, and tend to spread out. The void spaces in a sequence of pahoehoe flows imparts high intrinsic permeability. Pahoehoe lava commonly grades into aa lava with increasing distance from the eruptive vent. The layers of clinker at the top and bottom of aa flows commonly form productive aquifers with permeability similar to that of coarse-grained gravel. However, the lava in the core of an aa flow typically cools as a massive body of rock with much lower permeability. The most productive and most widespread aquifers consist of thick se- quences of numerous thin lava flows. The hydraulic conductivity of an aquifer is a measure of how easily water will move through the aquifer; the higher the hydraulic conductivity, the more permeable the aquifer. In volcanic-rock aquifers composed mainly of flat-lying lava flows, the hydraulic conductivity is greatest parallel to the direction of the flows (fig. 50 A), and is least perpendicular to the layered sequence of flows. / S.B. Gingerich, U.S. Geological Survey A Shrinkage joints and fractures Aa clinker beds lnterflow void between pahoehoe lava flows Lava tube in pahoehoe lava flow EXPLANATION .. Arrow length denotes relative magnitude of permeability in direction of arrows 8 Modified from Hunt, 1996 Figure 50. Stratified sequences of lava flows form the most productive aquifers in Hawaii. The high permeability is due to the presence of the many types of void spaces caused during {low emplacement. Hydraulic conductivity is greatest parallel to the direction of flow (A) and lower across (lows. Dikes (B) can impede the movement of ground water and channel the (low of water parallel to the dikes. Volcanic- rock aquifers Figure 51. Near-vertical dikes impede the movement of ground water. Dikes cut through existing volcanic rocks, including other dikes. The dikes shown are about 1 foot thick. i c 0 Q On Oahu, the vertical hydraulic conductivity has been estimated to be hundreds of times less than the horizontal hydraulic con- ductivity. Lava tubes are extremely permeable features that can vary from less than 1 foot to more than 50 feet in diameter and can be several miles long. They form as molten lava drains out from under a solidified crust. The hydraulic conductivity of clin- ker zones ranges from several hundred to several thousand feet per day, which is similar to that of coarse, well-sorted gravel. Dikes are thin, near-vertical sheets of massive, low-perme- ability rock that intrude existing rocks, commonly the perme- able lava flows ofthe Hawaiian islands. Dikes (fig. 51) can extend vertically and laterally for long distances and impede the flow of ground water. Within a dike complex, dikes intersect at various angles and compartmentalize the more permeable rock in which ground water can be impounded (fig. SOB) . The dikes lower overall rock porosity and permeability; the hydraulic conductiv- ity of a dike complex can be as low as 0.01 feet per day. Dikes tend to channel ground-water flow parallel to the general trend of the dikes. In some areas, the level of dike-impounded water is much higher than that of the regional, freshwater lens. Pyroclastic rocks include ash, cinder, spatter, and larger blocks. These deposits have hydraulic conductivity between 1 and 1,000 feet per day. Compaction and weathering can reduce the permeability; weathered ash beds commonly act as thin confining units within lava sequences. Saprolite is a soft, clay-rich, thoroughly weathered rock that has retained textural features of the parent rock (fig. 52). Exposed weathered profiles include inches to several tens of feet of sapro- lite.ln areas of high precipitation, saprolite may be from 100 feet to as much as 300 feet thick. Rocks with a high proportion of pore space and surface area, such as ash, cinder, and aa clinker, weather preferentially; weathering of massive rock proceeds more slowly. The hydraulic conductivity of saprolite is generally less than 1 foot per day and can be as low as 0.001 foot per day. Kahoolawe0 EXPLANATION Measured specific capacity of well, in gallons per minute per foot of drawdown 0 Less than or equal to 10 0 Greater than 10 and less than or equal to 100 • Greater than 100 and less than or equal to 1 ,000 • G realer than 1, 000 Figure 53. The specific capacities of wells in the volcanic-rock aquifers of the Hawaiian Islands vary greatly. Wells with the highest specific capacities are located in the most permeable shield-building-stage lava (lows. Wells located along the axes of volcanic rift zones and near caldera complexes have lower specific capacities because they penetrate lava flows intruded by low-permeability volcanic dikes. Wells that penetrate sequences of low-permeability, thick-bedded lava (lows, such as those located in the eastern half of Kauai, also have low specific capacities. S.B. Gingerich, U.S. Geological Survey Figure 52. The humid, subtropical climate of Hawaii fosters intense weathering of rock into saprolite that retains the textural features of the original rock. Saprolite can be as much as 300 feet thick in areas that receive the highest rainfall. The sequence of saprolite shown is about 15 feet thick. ..... 0 Hawaii ~ 156' • ~ 0 • • AQUIFER EXTENT AND CHARACTERISTICS Volcanic-rock aquifers are found on all the major islands of Hawaii. In some areas, sedimentary or pyroclastic depos- its mapped at the ground surface overlie the volcanic-rock aquifers. The areal distribution of aquifer permeability can be depicted on a map showing the values of specific capacity determined from short-term (less than 7 days) aquifer tests using wells that penetrate the volcanic-rock aquifers (fig. 53). The specific capacity of a well is the rate of discharge of wa- ter from the well divided by the depth that the water level in the well is lowered as the water is withdrawn. A well with a higher specific capacity can produce more water per foot of water-level decline, generally indicating that the permeabil- ity of the aquifer that the well penetrates is higher. In the Ha- waiian islands, wells with the highest specific capacities are commonly located in volcanic-rock aquifers composed of high-permeability, dike-free, shield-building-stage lava flows . Many of these wells are along the southern coast of Kauai, in the Pearl Harbor area and northern coast of Oahu, and in most of the coastal areas of Maui and the island of Hawaii. Areas where the lava flows are intruded with dikes are less perme- able and usually contain wells with lower specific capacities. The locations of these wells coincide with the rift zones and caldera complexes of many of the volcanoes. In much of the eastern half of Kauai, wells with low specific capacities are located in the low-permeability, thick-bedded lava flows of the Koloa Volcanics. No specific capacity values are available from wells on Niihau or Kahoolawe. 0 • 0 • 0 0 • 0 • •• Modified from State of Hawa ii, 1998 Base modified from U.S. Geological Survey digital data SCALE 1:1,500,000 10 20 MILES 10 20 KILOMETERS N19 Oahu regional aquifer system .. I I I I I I I EXPLANATION Caldera Axis of rift zone-Approximately located Caldera boundary Figure 54. Calderas and rift zones associated with the Koolau and the Waianae Volcanoes that formed Oahu are important controls on the occurrence and movement of ground water. EXPLANATION Dike-impounded water .. CJ Schofield area of high-level water- Impounded by dikes or buried ridges Freshwater lens Boundary of ground-water area ·· ········· ·· · · · Boundary of ground-water subarea Thick valley fill-Dashed where uncertain Figure 55. Oahu has been divided into seven major ground-water areas, primarily on the basis of geologic or hydrologic differences. Each area contains one or both of the island 's two principal volcanic-rock aquifers-the Koolau Basalt and the Waianae Volcanics. The ground-water areas are Kahuku, Koolau rift zone, southeastern Oahu, southern Oahu, Waianae rift zone, north-central Oahu, and Schofield. EXPLANATION - 20 - Potentiometric contour-Shows altitude at which water level would have stood in tightly cased wells. Contour interval , in feet, is variable. Datum is sea level. Dates of measurements variable. 7 Representative water level for area, in feet above sea level 200 Point water level, in feet above sea level + Direction of ground-water movement Boundary of ground-water area ................ Boundary of ground-water subarea Figure 56. Water-level data help to differentiate the seven major ground-water areas of Oahu. Dike- impounded water is prevalent at high altitudes in the Koolau and the Waianae rift zones. Dikes or buried ridges hold ground water at a high level in the Schofield area. Freshwater lenses occur throughout the Kahuku and the southeastern, the north-central, and the southern Oahu areas, where water levels are generally less than 30 feel above sea levd. N20 SCALE 1:500,000 0 5 MILES 5 KILOMETERS Modifed from Nichols and ot hers, 1996 SCALE 1:500,000 0 5 MILES 5 KILOMETERS Modifed from Nichols and others, 1996 SCALE 1 :500,000 0 5 MILES 0 5 KILOMETERS Table 3 . Hydrologic characteristics of the rocks and deposits of Oahu and mode of occurrence of ground water [- , not known. Source: Hunt, 19961 Geologic material Horizontal permeability Horizontal hydraulic conductivity (feet per day) Ground-water occurrence Principal Secondary VOLCANIC ROCKS Waianae Volcanics: Lava flows: Dike complex Marginal dike zone Dike free Breccia Saprolite Koolau Basalt: Lava flows Dike complex Marginal dike zone Dike free Breccia Saprolite Honolulu Volcanics: Lava flows Cinders Tuff Saprolite Low to moderate Moderate to high Moderate to very high Low Very low Low to moderate Moderate to high Moderate to very high Low Very low Low to moderate Low to moderate Low Very low 1-500 100- 1,000 500-5,000 1-100 Less than 1 1-500 100- 1,000 500-5,000 1 -100 Less than I 1 -500 1- 500 1- 100 Less than I Dike impounded Dike impounded Freshwater lens Perched Perched Dike impounded Dike impounded Freshwater lens Perched Perched Perched Perched Perched Perched Perched Freshwater lens Perched Freshwater lens SEDIMENTARY DEPOSITS Coral: In situ reef limestone Reworked coral rubble Dunes: Consolidated Unconsolidated Sand: Consolidated Unconsolidated Lagoonal deposits: Sand Mud Alluvium: Younger Older: Consolidated Unconsolidated Moderate to very high Moderate to very high Low Low to moderate Low to moderate Moderate to high Low to moderate Very low Low to moderate Very low Low OAHU REGIONAL AQUIFER SYSTEM Oahu is the most developed island in the State of Hawaii and contains the largest population. Because of its varied geohydrologic framework and intense ground-water develop- ment, Oahu was chosen for a Regional Aquifer-System Analy- sis (RASA) study. Analysis of the hydrologic and geohydrologic characteristics of Oahu has transfer value to the other main islands of Hawaii. Volcanic rocks ranging in age from Pliocene to Holocene, make up most of Oahu and compose the most important aquifers. Quaternary-age consolidated sedimentary deposits, which are principally coralline limestone, form productive aquifers in lowlands and nearshore areas but generally con- tain brackish water or saltwater. These deposits are underlain by and interbedded with Quaternary-age low-permeability sedimentary deposits that form confining units that impede the discharge of freshwater into the ocean and, thus, allow the freshwater lens to build up to a greater thickness than would be possible in an unconfined setting. A synopsis of the water- yielding characteristics of the sedimentary deposits and vol- canic rocks of Oahu is shown in table 3. Sedimentary deposits (table 3) include coralline lime- stone, dunes, sand, lagoonal deposits, and alluvium. Perme- ability of the deposits ranges from very low to very high. Where the coralline limestone has been partially dissolved, it con- tains large secondary openings and can have a hydraulic con- ductivity of 20,000 feet per day, which is the highest known for any aquifer in the Hawaiian islands. The limestone mostly contains saltwater or brackish water except where locally re- charged by irrigation water or by upward-flowing freshwater from the underlying volcanic-rock aquifer. Consolidated dunes and sand have low permeability, and unconsolidated dunes and sand have low to moderate permeability. The dunes and sand mostly contain brackish water or saltwater. The lagoonal deposits range from mud with very low permeability to sand with low to moderate permeability. The lagoonal deposits are near the shore and mostly contain brackish water or saltwa- ter. The unconsolidated younger alluvium generally is in stream valleys and is unsaturated. The older alluvium generally is highly weathered and has low permeability. Oahu is formed by two volcanoes-Waianae on the west and Koolau on the east (fig. 54). Major rift zones in these volcanoes intersect near the center of each volcano. The caldera complex near the center of each volcano occupies a large area and is underlain by rocks that commonly have low permeability. The Waianae Volcanics forms the most important aquifer in western Oahu and the Koolau Basalt is overall the most important aquifer on Oahu. Permeability ranges from low in the dike complexes to very high in dike-free lava flows (table 3). The level of ground water in the dike complexes generally is much higher than the level of the regional water table in the freshwater lenses. The Honolulu Volcanics in eastern Oahu generally has low to moderate permeability and does not form significant aquifers. Saprolite that develops from weathering of Waianae Volcanics, Koolau Basalt, and Honolulu Volcanics has very low permeability. The principal occurrences of ground water on Oahu are shown in figure 55. Areas of dike-impounded water coincide w't'(n 't.'ne ma'm 111\ 2om::-s 'm 'Lh-e: K·u~ka·u B-as'2N, -ani th<e. \Nu;.u'i'.'i!.'C. 100 - 20,000 100- 10,000 1- 100 1-500 1-500 100- I ,000 1-500 Less than 1 1 - 500 Less than I 1- 100 Freshwater lens Freshwater lens Perched Freshwater lens Freshwater lens Freshwater lens Freshwater lens Freshwater lens Perched Perched Perched Perched Perched Freshwater lens Perched Perched Perched Freshwater lens Volcanics. In the Schofield area, water is impounded to high levels probably by either dikes or buried ridges. Freshwater lenses exist in the Kahuku, north-central, southern, and south- eastern Oahu areas (fig. 55) . Most of these areas have a coastal caprock. Areas of thick valley fill are partial barriers to ground-water movement because the weathered valley fill and underlying weathered volcanic rocks have low permeability. Thus, water levels might be at different altitudes in adjacent areas sepa- rated by thick valley fill. In the western parts ofthe north-cen- tral and the southern Oahu ground-water areas, Koolau Basalt may overlie older rocks of the Waianae Volcanics. The sur- face of the Waianae Volcanics consists of soil, saprolite, and pyroclastic material of low permeability that separates the two volcanic-rock aquifers and causes a discontinuity in ground- water levels between the aquifers. Water-level data (fig. 56) emphasize the differences among the ground-water areas of Oahu. Ground water gen- erally moves from inland areas toward the ocean. Water lev- els in rift zones are as much as 1,600 feet above sea level in the Waianae rift zone and 1,000 feet above sea level in the Koolau rift zone. Ground water in the rift zones is impounded in compartments between dikes where the volcanic rocks are saturated with thick columns of freshwater. The exact thick- ness of the freshwater in the rift zones is not known , but the freshwater is thought to extend far below sea level. Water levels in the Schofield ground-water area are about 275 feet above sea level. The Schofield area receives recharge from the adjacent Koolau and Waianae rift zones; the water then flows to the north or south across boundary zones with slightly lower water levels and recharges downgradient areas that have freshwater lenses. Water levels in the freshwater lens of the southeastern Oahu area (fig. 56) generally are less than 10 feet above sea level near the western boundary and the levels decrease eastward. Water levels in the southern Oahu ground-water area (fig. 56) generally range from about 25 to 30 feet above sea level inland to about 15 to 20 feet above sea level near the shore where the water is under artesian pressure because it is con- fined by caprock. The caprock impedes the seaward move- ment of fresh ground water. In the eastern part of the area, thick valley fill and underlying weathered rocks form partial barriers to ground-water flow. In the western part of the area, the weathered zone near the unconformity separating Koolau Basalt from underlying Waianae Volcanics impedes the flow of water between the two volcanic-rock aquifers. In the north-central Oahu ground-water area (fig. 56) , water levels in the freshwater lens range from more than 20 feet above sea level in the southwestern part where the cap- rock is thick, to less than 3 feet above sea level nearshore in the northern part where the caprock is thin. The weathered zone separating Koolau Basalt from underlying Waianae Volcanics and a thick sequence of valley fill form barriers to ground-water flow in the western and eastern parts of the area, respectively. In the Kahuku ground-water area (fig. 56), water levels in the freshwater lens range from about 20 feet above sea level inland to less than 10 feet above sea level near the shore. The nearshore 'i!.~t.'C..,;?.!.n ?~€-'i>SJJ.C€. is the. cesult o[ confinement by caprock. Fresh ground water in the volcanic-rock aquifer moves seaward and discharges upward through the caprock (fig. 57). Such discharge can form springs near the inland margin of the caprock, as in the Pearl Harbor area. Springs also can form where valleys are eroded into dike-impounded water bodies or where perched water bodies emerge at cliff faces (fig. 57). Barriers separate some of the ground-water areas or sub- areas, and accordingly, water levels are significantly different across such barriers. In southeastern Oahu (fig. 58), dikes in the Kaau rift zone separate the southern Oahu ground-water area from the southeastern Oahu ground-water area. Water levels in the southern Oahu area are about 10 to 20 feet higher than those in the southeastern Oahu area because of the bar- rier effect of the dikes. Likewise, northeast-trending dikes within the southeastern Oahu area create a barrier that causes water levels to be about 7 to 8 feet higher in the western part of the area than in the eastern part (fig. 58). In the eastern parts of the southern and north-central Oahu ground-water areas, low- permeability valley-fill deposits and underlying weathered vol- canic rocks impede ground-water movement and also create differences in water levels in adjacent subareas. Water levels in the Pearl Harbor area and other places are directly affected by large ground -water withdraw a Is (fig. 59). As ground-water withdrawals increased in the Pearl Harbor area from 1901 through 1980, water levels in observation wells decreased. During years when withdrawals decreased, water levels rose. The long-term trend, however, has been one of water-level decline. Recharge to Oahu's aquifers is not evenly distributed. Annually, some areas receive a significant amount of recharge (greater than 150 inches), and in other areas, recharge is low (less than 10 inches). Water-conveyance structures are used Rainfall t t NOTTO SCALE to transport water from areas of excess to areas of deficiency. The amount of mean annual predevelopment recharge avail- able to Oahu's aquifers was estimated for each of the seven major ground-water areas (fig. 60) . Estimates of recharge for the areas range from less than 4 to about 369 million gallons per day and are greater for areas at higher altitudes and for larger areas in the eastern and central parts of the island. Reported ground-water withdrawals by decade from 1901 to 1980 from wells and shafts were computed for each of the seven major ground-water areas on Oahu (fig. 61 ). Discharge from shafts in dike complexes was not included. The Waianae rift zone and the southeastern Oahu ground- water areas each had less than 5 million gallons per day of withdrawals. Between 1921 and 1980, withdrawals in the Koolau rift zone area increased to a maximum of about 13 million gallons per day during 1971-80. Withdrawals in the Schofield ground-water area increased over the decades to a maximum of about 15 million gallons per day during 1971- 80. In the Kahuku ground-water area, maximum withdraw- als of about 31 million gallons per day was during 1941-50, when sugarcane was cultivated in the area. Since 1940, with- drawals in the north-central Oahu ground-water area have ranged from about 40 to 60 million gallons per day. The south- ern Oahu ground-water area withdrawals were greatest, rang- ing from about 81 million gallons per day during 1901-10 to about 265 million gallons per day during 1971-80. Withdraw- als in the north -central and southern Oahu ground-water areas have decreased in the 1990's because sugarcane is no longer cultivated on Oahu. ln addition to the withdrawals, an unknown quantity of ground water is discharged naturally to the ocean by submarine springs and seeps. EXPLANATION c=J Soil ~ Sedimentary deposits (caprock) c=J Volcanic rocks Ash bed Dike Water table + Direction of ground-water movement Modified from Ewart, 1986 Figure 57. Dike-impounded and perched ground water are at high altitudes, whereas water levels in the freshwater lens generally are much lower. Springs can form where erosional features intersect perched and dike- impounded water bodies and where the caprock near the shore is underlain by volcanic-rock aquifers that contain water under artesian pressure. The ground water generally becomes saltier towards the ocean and with depth. Southern Oahu ground-water area Southeastern Oahu ground-water area Feet A A' 600 400 200 200 400 VERTICAL EXAGGERATION x 3.3 0 4,000 FEET Modified from Takasaki and Mink, 1i82 1,000 METERS EXPLANATION c:=J c::=J I Unconsolidated sedimentary deposits Volcanic rocks Dike Figure 58. Low-permeability dikes tend to impede the movement of ground water and can cause w ater levels in volcanic-rock aquifers in adjacent ground-water areas or subareas to be different by as much as about 20 feet. _....;2=.9::.__ Water level- Number is altitude above sea level, in feet A synopsis of the ground-water areas of Oahu follows: • The Kahuku ground-water area consists of dike-free volca- nic rocks in the northern end of the Koolau Range and overlying unconsolidated and consolidated sedimentary deposits. Aquifers were heavily developed for agriculture before 1971 when sugarcane cultivation ceased; conse- quently, estimated water use declined after 1971. Most fresh ground water is found as a lens in the Koolau Ba- salt. Regional ground-water movement is northeastward from highlands of the Koolau Range towards the ocean. Mean annual predevelopment ground-water recharge from direct infiltration of rainfall was about 3.8 million gallons per day, but ground-water flow through the area is much greater than this because of ground-water inflow from the adjacent dike complex. Discharge is predomi- nantly from the volcanic-rock aquifers into the overlying sedimentary deposits and from there to the ocean. • The Koolau rift zone ground-water area in eastern Oahu consists mostly of dike-intruded Koolau Basalt but also includes extensive areas of unconsolidated sedimentary deposits and local areas of the Honolulu Volcanics and consolidated sedimentary deposits. Most of the area is mountainous and has been deeply dissected by erosion. Land in the coastal areas is used for agricultural, military, and urban purposes. The area is wet, exceptionally so in the mountains. The Koolau Basalt is the principal aqui- fer; sedimentary deposits are poorly permeable and yield little water. These deposits form a caprock that confines 'H:C.WX i.n the I;<'J.:ml.a.u &s.a.l.t inland and in the coasta I Qlains. R~gional ground-water movement is from the highlands to adjacent ground-water areas and directly to the ocean. Dike-impounded water is most important in this ground- water area, and some water levels are as much as 1,000 feet above sea level. Mean annual predevelopment re- charge was about 368 million gallons per day and was entirely from rainfall. Discharge is to streams and by ground-water outflow to adjacent ground-water areas; withdrawals from wells, shafts, and springs; evapotrans- piration; and outflow to the ocean. • The southeastern Oahu ground-water area is in the dry southeastern tip of Oahu. The Koolau Basalt is the prin- cipal aquifer in the area. Unconsolidated and consoli- dated sedimentary deposits in valleys and the coastal plain are generally not developed for water supply; in the coastal plain, these deposits are confining units. The area is highly urbanized, and water is imported from adjacent ground-water areas to supplement the limited resource in this area. Regional ground-water movement is from the highlands southward to the ocean. Mean annual predevelopment recharge was about 17 million gallons per day from infiltration of rainfall. Discharge is by outflow to the ocean and withdrawals from wells. • The southern Oahu ground-water area is the largest ground- water area on Oahu. The Koolau Basalt is the primary aquifer in the central and eastern parts of the area, whereas the Waianae Volcanics forms the main aquifer in the west- ern part. Unconsolidated and consolidated sedimentary deposits form a thick confining unit near the coast. Coral- line limestone within the sedimentary deposits is at shal- low depths and is extremely permeable but commonly Figure 59. Large ground-water withdrawals from 1901 through 1980 in southern Oahu have caused water levels in the volcanic-rock aquifer in the Pearl Harbor area to decline. Pearl Har well EXPLANATION Southern Oahu ground-water area Mean annual ground-water recharge, in million gallons per day CJ Less than 25 CJ 25to50 CJ 50to75 75 to 100 .. Greater than 1 00 78.8 Estimated recharge for an area, in million gallons per day Boundary of ground-water area z Q Southern bahu ground-water area 0 0 I 0 ~ Waianae rift zone 52.0 0 N ..!. "' I I 0 (") ..!. N ~ Figure 60. Estimates of predevelopment recharge to the main ground-water areas on Oahu range from less than 4 to about 368 million gallons per day. The greatest recharge was in the Koolau rift zone ground-water area, whereas recharge was least in the smaller Kahuku and southeastern Oahu ground-water areas. Total mean annual recharge to Oahu's ground-water areas before development is estimated lo have been about 791 million gallons per day. U.S. Geological Survey digital data z g > North-Central Oahu mt Att1l O<( 00000000 ~~ 1~71~<f~"f> 3 0 N M '<:t ~ w ~ m m m m m O"l men z I I 0 0 .,. ln ..!. I M :;: ~ ~ Modifed from Oki, 1998 I 0 0 .... 00 I ..!. ;;; .... ~ ~ Modifed from Hunt, 1996 0 0 (' 9 ? SCALE 1 :500,000 0 5 MILES 5 KILOMETERS Data from Shade and Nichols, 1996 Figure 61. Estimates of ground-water withdrawals (or each ground-water area range from less than 5 million to more than 200 million gallons per day during the decades {rom 1901 lo 1980. The greatest withdra wals were in the southern Oahu ground- water area; withdrawals were least in the southeastern Oahu and the Waianae rift zone ground-water areas. ii~(;'Dfffi~ O<t: 00000000 Z<.:J NM'<:tLOtOt'--CO I-- I I I I I I I I ~ 0 N M VI!) to f'.. mmmmmmcnm z Q Schofield 0000000 N M oo::t l!') <0 ,...._ 00 I I I I I I I I 0 N M:;; LO (.0 1"'-- 0)0)0')0')0':IO"Jc:nO> ~ contains brackish water that is withdrawn for cooling and industrial purposes. The confining unit locally is more than 1,000 feet thick near the coast. Because of widespread development, the aquifers in the area have been studied more than those elsewhere. Regional ground-water move- ment is from adjacent highland rift zones and the Schofield ground-water area towards the ocean. Mean annual predevelopment recharge from direct infiltration of rainfall is estimated to have been about 229 million gallons per day. Discharge is primarily to wells and shafts and to springs in the Pearl Harbor area. Some ground water also flows out of the southern Oahu ground-water area to the adja- cent southeastern Oahu ground-water area to the east. • The Waianae rift zone ground-water area encompasses most of western Oahu. Except in the mountains, the area re- ceives little rainfall. The Waianae Volcanics forms the principal aquifer in the area; locally, consolidated sedi- mentary deposits are minor aquifers, but, for the most part, these deposits have low permeability and confine water in the underlying volcanic-rock aquifer near the coast. The area is chiefly undeveloped, except for some agricultural and military development inland and residen- tial development near the coast. Regional ground-water movement is from areas of dike-impounded water at high altitudes, as much as 1,600 feet above sea level, to downgradient ground-water areas or directly to the ocean. Mean annual predevelopment recharge to the area was about 52 million gallons per day from infiltration of rain- fall. Discharge is primarily as ground-water outflow to downgradient ground-water areas and to the ocean. z g > Southern Oahu ~;3300~ ""~ 200 _,- 0.. ~ ~ 100 ~:j QL-1--1---Jl--11--11--11--1--' Cl<t: 00000000 ~<.:J 1"1'71~~~'? ~ 0 NM'<:t~~r--. mmmmmm~m z g > Southeastern Oahu im::~ O<t 00000000 ~(!) ~~~1"LL(<fr;-~ ~ 0 C'\1 (Y) 'Q" l!) <.0 " mmmmmmmm Modifed from Hunt, 1996 •The north-central Oahu ground-water area composes the northwestern coastal area of Oahu. The principal aquifers are the Koolau Basalt in the east and the Waianae Volcanics in the west, which are overlain near the coast in most ar- eas by a confining unit of sedimentary deposits. The area is little developed, except near Waialua. Regional ground- water movement is from adjacent areas of dike-impounded water and the Schofield ground-water area northward to- ward the ocean. The water in the north-central Oahu ground-water area occurs as a freshwater lens. Mean an- nual predevelopment recharge from direct infiltration of rainfall to the area was about 43 million gallons per day. Recharge also is by ground-water inflow from adjacent areas. Discharge is by outflow to springs and the ocean, and withdrawals from wells and shafts. •The Schofield ground-water area is in the Schofield Plateau of central Oahu. Poorly known geologic structures of low permeability impound ground water at altitudes that range from about 130 to 275 feet above sea level. Although the Waianae Volcanics locally is present, the principal aquifer in the area is the Koolau Basalt. Regional ground-water movement is northwestward and southward from the cen- tral part of the plateau to adjacent ground-water areas. Ground-water inflow to the area from the adjacent Koolau and Waianae rift zones supplements recharge from direct infiltration of rainfall. The mean annual predevelopment recharge is estimated to have been about 79 million gal- lons per day. Discharge from the area is principally by ground-water outflow to downgradient ground-water ar- eas, but some water ·Is w·I'rnarawn by we'1'1s. N21 Sea level Pacific Ocean NOTTO SCALE A Pacific Ocean NOTTO SCALE Ground- Figure 62. Saltwater intrusion is a potential problem near the coast. A, Diagram o{ a well completed in a volcanic-rock aquifer in w hich withdrawal is much less than recharge. Only limited saltwater intrusion has taken place. EXPLANATION Sedimentary deposits (caprock) water B, Diagram of the same well under conditions of large ground-water withdrawals. Saltwater has intruded the aquifer and brackish water has reached the well. Volcanic rocks problems GROUND-WATER PROBLEMS The two main ground-water-related problems in the State of Hawaii are contamination by organic or inorganic chemicals associated with both agricultural and non-agricultural activities, and the availability of potable fresh ground water. Both prob- lems are ultimately related to ground-water quality. All of the main islands in the State of Hawaii have large amounts of ground water contained in volcanic-rock aquifers. However, the qual- ity of the ground water may not be suitable for all uses. In par- ticular, not all ground water is potable. Some of the ground water is contaminated by chemicals associated with human activi- ties and some contains high concentrations of salts. Contamination of ground water by human activities can take place in several ways. In some agricultural areas, crops are irrigated with water that might contain large concentra- tions of dissolved minerals. If such water percolates downward, an underlying aquifer can be contaminated. In addition, fertil - izers and pesticides applied to crops can move downward through the unsaturated zone to an aquifer and affect the qual- ity of the water in the aquifer. Wastes from septic-tank sys- tems, sewers, industry, and storm runoff also can introduce undesirable constituents into the aquifers. Each of the principal islands has some problems with the degradation of freshwater by saltwater. Smaller islands, such as Kahoolawe, Lanai, and Niihau, are more affected chiefly because they receive lesser quantities of recharge from rainfall. Ground-water withdrawals induce upward and landward movement of saltwater. Wells completed in the freshwater lens near the coast (fig. 62) are particularly likely to induce brack- ish water or saltwater to move into the well as pumping contin- ues. Saltwater-intrusion problems can be minimized by appropriately locating wells and by controlling withdrawal rates. Monitor wells that are open to the aquifer in the freshwa- ter, transition, and saltwater zones are used in Hawaii to evalu- ate the ground-water resources (fig. 63). By periodically ob- taining vertical salinity profiles in these deep monitor wells, changes in the freshwater lens thickness can be estimated. Vertical salinity profiles from a deep monitor well located in the Honolulu area indicate that the salinity of water at any par- ticular depth in the aquifer increased from 1970 to 1990. This increase indicates that the transition zone has moved upward between 1970 and 1990. The chloride concentration in water from a well is a good indicator of saltwater intrusion. From 1926 to 1962, ground- water withdrawals in the Kahuku area increased (fig. 64) and the water level in a well near the major pumped wells declined from a high of about 15 feet above sea level in 1928 to about 9 feet above sea level in 1962. Chloride concentrations in water samples from a nearby well were less than 250 milligrams per liter before 1930 but slowly started to increase with increased withdrawals. Chloride concentrations had increased to about 400 milligrams per liter by 1939, increased rapidly after 1944, and reached a maximum concentration of 1,500 milligrams per liter in 1959, as water levels continued to decline. The problem of saltwater intrusion is characteristic of the freshwater lens, but perched water and dike-impounded water bodies also have problems. Perched water bodies com- monly are small and can be dewatered quickly. Dike-bounded compartments also can be dewatered quickly, particularly if a shaft dug into the compartment is permitted to drain the impounded water without control (fig. 65) . Water-availability problems arise locally when demands for water exceed supply. In some areas, water must be im- ported from other areas by ditches, tunnels, and pipelines to satisfy the demands. As with most areas of the world, when development increases, the demand for fresh surface and ground water increases as does the potential for contamina- tion and depletion of the water resources of the area. To alle- viate some of these problems, efforts are being made to reclaim and recycle ground water in the State of Hawaii. Puerto Rico and the U.S. Virgin Islands by Perry G. Olcott CONTENTS Regional Summary ... Alluvial valley aquifers South Coast aquifer North Coast Limestone aquifer system Kingshill aquifer Minor aquifers References N22 .N22 . . . . .N27 .N29 .N30 .N34 . N35 .N36 8 0 200 _J LJ.J > 0 LJ.J _J <{ -200 LJ.J (fJ 0 f- -400 LJ.J > f= <{ -600 _J LJ.J a: f- -800 LJ.J LJ.J u_ ~ -1,000 :i f-"- ~ w -1,200 a -1,400 0 I za: Ow f=!::: <{_J 1,600 a: a: 1,200 f-w Zc_ w<fl ~~ 800 o<J: ua: w~ 400 0-' - _J Figure 64. a:- Large, 0~ -' z 0 sustained ground-water I- u 16 withdrawals near Kahuku caused water · W levels to decline in a u:1 > ....~ 14 > Ow nearby well. The decline wCC> -'<l:w 12 in water level permitted a:r--' WW<{ saltwater to intrude the f-LJ.Jw <{"-<fl freshwater aquifer, as ~~ 10 indicated by an increase 8 in the concentration of ula: chloride in water from -'<{ 10,000 <l:w another nearby well. ~>- <I: a: 8,000 a:w 0"- I<fJ !:::z 6,000 ~0 _J Q:_J UJ<( 4,000 f-CJ <(z ~0 2,000 O::J z-' 6~ 0 a::z CJ- A 8 Water table f- r- ESTIMATED CHLORIDE CONCENTRATION, IN MILLIGRAMS PER LITER 3,900 7,800 11,700 15,600 19,500 Figure 63. Vertical salinity profiles {rom deep monitor wells can be used to detect changes in the thickness of a freshwater lens ouer.time. In the Honolulu area, the freshwater lens has thinned {rom 1970 lo 1990 in response to increased withdrawals. 10,000 20,000 30,000 40,000 50,000 CONDUCTIVITY, IN MICR OSIEMENS PER CE NTIMETER Modified from Souza and Meyer, 1995 Well near Kahuku Kahuku area ground-water withdrawals ,-,- - r- ,- r- r- ,- f- - - _ r- - - Average annual water levels in well near Kahuku / ,- - ,-f- -_ - r- ,- f- - f- r- - - "' 0 "' M 0 "' "' "' "' "' 0 "' "' N M "' "' "' Modified fromTakasaki and Valencia no, 1969 Figure 65. Shafts that supply water {rom dike-bounded compartments (A) can become nearly dry if the hydraulic head (water Level) in the compartment of rock drops (B). Uncontrolled (low of ground water {rom such a sha{l can cause the hydraulic h ead to decrease rapidly. EXPLANATION c=J Volcanic rocks I Dike NOTTO SCALE NOTTO SCALE + Direction of ground-water movement I ...!'~! I SCALE ,25,000.000 I 100 200 ILES 0 100 200 KILOM ERS c j JAMAICA ,./ ea~ / t e r C a r Figure 66. Puerto Rico and the U.S. Virgin Islands are part of an island chain that separates the Atlantic Ocean [rom the Caribbean Sea. 70° I I A t I a n 0 c e a Puerto Ri \ \ \ t c I n U.S. VIRGIN ISLANDS PUERTO "ch RICO ._...: ' Antilles b b e a n VENEZUELA INTRODUCTION Puerto Rico and the Virgin Islands of the United States (fig. 66) are located about 1, 1 00 miles east-southeast of Miami, Fla. The islands are part of the Greater Antilles island chain which, along with the Lesser Antilles island chain, separates the Caribbean Sea from the Atlantic Ocean. Puerto Rico and the Virgin Islands lie approximately 100 miles south of the Puerto Rico Trench, a depression of the ocean floor that reaches depths of 30,249 feet, the deepest known part of the Atlantic Ocean. The main island of Puerto Rico is a rectangular-shaped island that extends approximately 110 miles from east to west and 40 miles from north to south (fig. 67). Puerto Rico and its three principal offshore islands-Vieques, Culebra, and Mona-have an overall area of about 3,471 square miles. The Virgin Islands are about 50 miles east of Puerto Rico and consist of about 80 islands and cays. In this report, the Virgin Islands include only the three island territories of the United States-St. Croix, St. Thomas, and St. John. The three island territories also are the largest and most important of the Virgin Islands chain, with respective areas of approximately 84, 32, and 19 square miles. The population of Puerto Rico was estimated to be about 3.4 million in 1985; approximately two-thirds of the people lived in cities, and the remaining one-third lived in rural areas. A population of about 104,000 inhabited the Virgin Islands in 1985; only about 30 percent of these people lived in urban areas. In Puerto Rico during 1985, ground water was the source of supply for approximately 16 percent of the popula- tion. Only a small percentage of the urban inhabitants of the Virgin Islands use ground water for water supply; however, ground water is an important supplemental source for rural in- habitants. Most of the population of Puerto Rico obtains its water supply from surface-water reservoirs. In the Virgin Is- lands, seawater desalination plants on St. Croix and St. Tho- mas are the principal sources of water supply for most urban areas; however, by law, all residences, hotels, and most pub- ~ 8~~--~~------------~ I Potala - 50 feet ~ 6 ~ _} 4 ...J ;'!: 2 z ~ 0 ~~~~~~~~~~~~ (f) 8 w I u 6 ~ ~ 4 ...J. ...J ;'!: 2 z <( 0 a: Villaiba - 520 feet Figure 68. Rainfall in Puerto Rico varies during the year and generally is greater at higher elevations. The location of the rainfall stations is shown in figure 69A. Modified from Giusti, 1968 Puerto Rico Atlantic Ocean Base modified from Modified from lie buildings are required to have cisterns supplied from roof- top precipitation collectors. Cruz Bay on St. John is primarily supplied by ground water. Culebra Island is primarily supplied by pipeline from Puerto Rico. Mona Island has no known source of water supply and is uninhabited. Puerto Rico and the three principal U.S. Virgin Islands are mountainous with central highland areas that rise to a maxi- mum altitude of about 4,400 feet above sea level in Puerto Rico and about 1,1 00, 1 ,560, and 1,280 feet above sea level on St. Croix, St. Thomas, and St. John, respectively. In Puerto Rico, the Cordillera Central, the Sierra de Luquillo, and the Sierra de Cayey generally are oriented east-west and dominate the mountainous southern two-thirds of the island (fig. 67). An area of gently dipping limestone that has been deeply dis- sected by dissolution forms a wide band of karst topography along most of the north coast. Flat-lying coastal plains and alluvial valleys compose a discontinuous belt around much of the periphery of the island. The coastal plain is especially Puerto Rico prominent along part of the south coast where coalescing fan deltas were deposited by adjacent streams to form a broad, continuous plain. In St. Thomas, flat, low-lying areas are limited to the Charlotte Amalie area and a few narrow beaches. St. John is similar to St. Thomas but has even less flat land; in St. John, flat land is limited mostly to the Cruz Bay and Coral Bay areas. The northwestern and eastern parts of St. Croix are formed by low mountains and rugged hills; however, the central and southwestern parts of the island are low-lying to gently roll- ing. Drainage on each of the islands characteristically consists of short, deeply incised streams that have steep gradients in the upper reaches. Drainage generally is radial from the central highlands to the sea. Few of the streams along the southern coast of Puerto Rico, its offshore islands, or the U.S. Virgin Islands are perennial, but flow only after major precipitation and during sustained wet periods. Atlantic Ocean Regional Summary • 650~ '6. 64&45' ·~--~ -~·~· Isla de Culebra St. Thomas St. john Isla Mona C) ~ Isla de Vieques Base modified from U.S. Geological Survey digital data Caribbean sea EXPLANATION Figure 67. The central part of Puerto Rico is mountainous, but the north coast is paralleled by a gently dipping belt of limestone with a well-developed karst topography. A (lat-lying coastal plain lies along the southeastern coast. Alluvium-filled valleys are present intermittently on the periphery of the island. The Virgin Islands are mountainous except for small areas of gently sloping lowlands on St. Thomas and St. John and a Larger Lowland area on St. Croix. Area of karst topography c=J .Mountainous area c=J Discontinuous coastal plain c=J Low-lying to gently rolling plain Precipitation in Puerto Rico and the Virgin Islands is highly variable, both seasonally and areally. Seasonally, a dry period begins in December and ends in March or April; it usually is followed by a period of intensive rainfall in April and May. A period of diminished rainfall in June and July is followed by the wet season that extends from August through November during which about 50 percent of annual rainfall occurs (fig. 68). Areally, the orographic effect of the steep topography of highland areas causes average annual precipitation to vary almost in direct relation to altitude, but it also is affected by prevailing wind direction. Average annual precipitation in Puerto Rico ranges from less than 40 inches on the southern coastal plain to greater than 200 inches in the mountains (fig. 69A). Annual precipitation averages about 75 inches on the windward north coast of Puerto Rico compared to about 30 inches on the lee side of the island along the southwestern coast. Annual precipitation averages from less than 30 to greater than 55 inches in the Virgin Islands (fig. 698). St. Thomas EXPLANATION Approximate axis of mountain chain Runoff in Puerto Rico and the Virgin Islands also varies seasonally and areally in response to fluctuations in precipi- tation. Average annual runoff (1951-80) in Puerto Rico ranges from about 20 inches on the northern and southern coasts to greater than 100 inches in the mountainous rain forest of the Sierra de Luquillo (fig. 70). In general, runoff is greatest dur- ing two periods that coincide with periods when precipitation is greatest-in August through November and April through May. Most streams have little flow during dry periods except for the larger streams on the north, west, and south coasts of Puerto Rico that originate in the igneous and volcanic rocks of the interior. The northern and southern coastal streams es- pecially are perennial in coastal areas where they are under- lain by limestone and thick alluvium, and water from the lime- stone and alluvial aquifers discharges to the streams as base flow. Most of the precipitation is returned to the atmosphere by evapotranspiration-evaporation from the land and water sur- faces and transpiration by plants. Average annual evaporation .,.,.. St.john Puerto Rico Average annual precipitation ( 1951-80), in inches 0 5 10 KILOMETERS Saint Thomas 35 40 42 Saint John 40 50 55 Saint Croix 30 40 50 Base modified from SCALE 1:1,500.000 0 10 MILES 0 5 10 KILOMETERS Modified from Monroe, 1976 and Jordan, 1972 in Puerto Rico is estimated from pan evaporation to range from about 64 inches in the coastal areas to about 50 inches in the interior. Some of the water from precipitation is stored in reser- voirs on the land surface. There are 11 surface-water reser- voirs in Puerto Rico with capacities in excess of 5,000 acre-feet. One acre-foot is the volume of water that would cover 1 acre to a depth of 1 foot. The water in some of these impoundments is used for hydroelectric power generation and irrigation water supplies. However, six of the island's reservoirs are used principally for public water supply. The impound- ments also increase evaporation because they increase the area of standing water. This water loss is especially significant in the south coast area, where pan evaporation is almost twice the annual rainfall. Some water from precipitation enters aquifers as ground- water recharge. Water that is stored in the aquifers might be released later either by withdrawal by wells, by evapotranspi- ration, or as seepage to streams. Atlantic Ocean U.S. Geological Survey digital data Caribbean Sea U.S. Geological Survey, 1986 + National Weather Service precipitation gage U.S. Geological Survey digital data Caribbean Sea Modified from Gebe rt and others, 1987 Figure 69A. Average annual rainfall in Puerto Rico (1951- 80) is greatest in the mountains where it is locally greater than 200 inches. Rainfall is least, less than 40 inches, in lowland areas along the south coast. EXPLANATION Average annual precipitation (1951-80), in inches 40 80 200 -40- Line of equal average annual precipitation-Interval, in inches, is variable + National Weather Service precipitation gage Figure 69B. Average annual rainfall in the Virgin Islands (1951 -80) ranges from Less than 30 inches in eastern St. Croix to greater than 55 inches in the mountainous central part of St. John. Hamilton Field 10 MILES ~----~~~-~ 10 KILOMETERS Figure 70. Average annual runoff in Puerto Rico ( 1951 - 80) ranged from Less than 20 inches in the low-lying San Juan area and most of the south coast to greater than 7 00 inches in the mountainous rain forest of Sierra de Luquillo. EXPLANATION Average annual runoff (1951-80), inches 20 30 60 100 -20- Line of equal average annual runoff-Interval, in inches, is variable N23 AQUIFERS AND CONFINING UNITS Principal aquifers in Puerto Rico and the Virgin Islands consist mostly of limestone, alluvium, or volcanic rocks. The aquifers generally are limited in areal extent and generally yield 500 gallons per minute or less to wells, although higher yields are available locally. On all the islands, freshwater demand is high, and, on the Virgin Islands, freshwater is in short supply; thus, each of the aquifers is important as a source of water. Principal aquifers and aquifer systems in Puerto Rico consist of the alluvial valley aquifers, the South Coast aquifer, and the North Coast Limestone aquifer system. An aquifer system consists of a heterogeneous body of inter- bedded permeable and poorly permeable material that func- tions regionally as a water-yielding hydraulic unit; it comprises two or more permeable beds (aquifers) separated at least locally by confining units that impede ground-water movement but that do not greatly affect the regional hydraulic continuity of the system. The North Coast Limestone aquifer system con- sists of an upper (mostly unconfined) and a lower (mostly confined) aquifer. In the Virgin Islands, the only aquifer of major importance is the Kingshill aquifer on St. Croix. There are minor aquifers of three different types: alluvial valley aquifers, small alluvial aquifers called coastal embayment aquifers, and volcaniclas- tic-, igneous-, and sedimentary-rock aquifers that generally yield only enough water for domestic supply. The geographic distribution of the aquifers in Puerto Rico and the Virgin Islands is shown in figure 71 , and some aquifer and well characteris- tics are listed in table 4. Figure 72 shows the vertical sequence of the aquifers and confining units, and the geologic forma- tions that compose them. Puerto Rico Base modified from U.S. Geological Survey digital data, Albers Equal-Area Conic projection Standard parallels 18°02' and 18°26', central meridian -66°26' Alluvial valley aquifers in Puerto Rico consist of river al- luvium along the lower part of major river valleys on the east, west, north, and southwestern coastal areas and in the east-central interior valleys of rivers near Cayey, Caguas, and Juncos (fig. 71 ). Water generally is unconfined in these aqui- fers. The alluvium is present in valleys incised into limestone bedrock on the north and south coasts and into volcaniclastic rocks in the interior. The alluvium is as much as 300 feet thick in the north coast valleys and as much as 150 feet thick in the southwestern coast valleys. Valleys on the east and west coasts are incised into volcaniclastic or igneous intrusive bedrock and contain as much as 150 to 300 feet of alluvium. Near Cayey, Caguas, and Juncos, the alluvium is about 150 feet thick. The alluvial valley aquifers are an important source of public water supply for numerous municipalities in the coastal areas of Puerto Rico. Saltwater intrusion and upconing are problems in areas of large withdrawals. The Esperanza-Resoluci6n Valley aquifer is an alluvial valley aquifer that extends across the western end and along part of the southern coast of the island of Vieques (fig. 71). This aquifer was the principal freshwater source on the island and supplied about 8,000 inhabitants with freshwater prior to installation of a pipeline from Puerto Rico in 1978. The aqui- fer is mostly fine-grained alluvium derived from the weather- ing of dioritic rock and is underlain by weathered and fractured dioritic rocks; it is mostly a semiconfined aquifer. Because the Esperanza-Resoluci6n Valley aquifer is no longer used, it is not discussed further. Similarly, the islands of Mona and Culebra lack any significant aquifers and are not discussed further in this report. The South Coast aquifer in Puerto Rico extends from Patil- las westward to Ponce (fig. 71) . The aquifer consists of coa- lescing fan-delta and alluvial deposits that range in thickness Figure 71. The alluvial valley aquifers, South Coast aquifer, and North Coast Limestone aquifer system of Puerto Rico, along with the Kingshill aquifer of St. Croix form the principal aquifers. The coastal embayment and the volcaniclastic-, igneous-, and sedimentary-rock aquifers are less important sources of water. PUERTO RICO from about 300 feet near the coast at Ponce to as much as 1 ,000 feet near Santa Isabel. Near the coast throughout most of the western half of the aquifer, freshwater is underlain by saline water at depths of about 250 feet or less. The aquifer generally is unconfined, but semiconfined conditions are cre- ated locally by interbedded silt and clay layers. The aquifer consists of fine-grained material, especially near the coast and at the coalescing edges of the fans. Coarser grained material generally is present in the central and upper parts or apex of each fan. The South Coast aquifer supplies about one-half of the total public water supply and irrigation needs of the south coast. The remainder is from surface-water sources. Withdraw- als from the aquifer were estimated to be about 74 million gal- lons per day in 1985. The North Coast Limestone aquifer system in Puerto Rico consists of an upper and lower aquifer separated by a confin- ing unit (fig. 72) and extends from the western end of Puerto Rico to east of San Juan (fig. 71 ). It is composed of limestone and some clastic rocks that dip oceanward at an average angle of about 4 to 5 degrees along the southern outcrop belt and 1 to 3 degrees along the northern part. The rocks that compose the aquifers range in composition from sand, clay, and marl to nearly pure limestone. Water contained in the upper aqui- fer and the outcrop areas of the lower aquifer is largely uncon- fined, but the water in the subsurface parts of the lower aqui- fer and in some coastal parts of the upper aquifer is confined. This limestone aquifer system is the principal source of water for most municipalities and industries located between the Rio Grande de Arecibo and the Rio de Ia Plata. The Kingshill aquifer is in the central and southwestern parts of the island of St. Croix (fig. 71 ). The Kingshill aquifer is capable of yielding about 5 to 50 gallons per minute to wells that penetrate its entire saturated thickness. The Kingshill Modified from G6mez-G6mez, 1987; and Renken, Rodriguez-Martinez, and G6mez-G6mez, in press c a r b b e a n S e a Limestone mostly comprises the Kingshill aquifer (fig. 72), which consists of beds of soft yellow-orange to white limestone, limey clay (marl) , thin sandy interbeds, and conglomerates. A younger, unnamed carbonate-rock unit and unconsolidated alluvium overlie the Kingshill Limestone in some localities. The younger carbonate rock is a productive part of the Kingshill aquifer but is of limited areal extent and importance. Alluvium is of broader areal extent and fills dissected stream courses; alluvial deposits store and subsequently release water to re- charge the Kingshill aquifer. The Kingshill aquifer is underlain by the Jealousy Formation, which i~ a poorly transmissive limestone (known locally by drillers as a blue clay) that func- tions as the base of the hydrologic system. The thickness of the Jealousy is unknown, but is estimated to be greater than 6,000 feet and the formation presumably rests on volcanic rocks. Coastal embayment aquifers are minor aquifers present in bays and inlets on each of the three islands of the Virgin Islands (fig. 71) and consist of unconsolidated deposits of alluvial and (or) beach sands. The aquifers generally consist of fine-grained material and range in thickness from 30 to about 50 feet. They are unconfined where they consist of coarse material but are semiconfined to confined where they consist of fine -grained sediments. Yields of wells completed in these aquifers range from 5 to 50 gallons per minute, but, in many places, only a small part of a coastal embayment aqui- fer contains freshwater, and wells commonly produce brack- ish water. The volcaniclastic-, igneous-, and sedimentary-rock aqui- fers also are minor aquifers (fig_ 71). They are intensely faulted and folded rock masses that consist mostly of volcaniclastic, igneous, and sedimentary rocks exposed in the central part of each of the islands and comprise tuffaceous siltstone, tuff A t I a n t i c Isla de Culebra SCALE 1:500,000 0 5 10 MILES f---.--'-..,-----' 0 5 10 KILOMETERS U.S. VIRGIN ISLANDS D D 1/~ rm I "·I 65' 15' ~~ EXPLANATION Principal aquifers Alluvial-valley aquifer South Coast aquifer North Coast Limestone aquifer system Upper aquifer Lower aquifer Kingshill aquifer SYSTEM SERIES North Coast South Coast Interior, east, west, and southwest coasts St. Croix St. Thomas and St. John N24 Geologic unit Hydrogeologic unit Geologic unit Hydrogeologic unit Geologic unit Hydrogeologic unit Geologic uni1 Hydrogeologic unit Geologic unit Hydrogeologic unit HOLOCENE QUATERNARY PLEISTOCENE Alluvial, terrace, beach, and swamp deposits Alluvial vallev aquifers (may Alluvial and fan-de ltaS • • " Alluvial fan, alluvial valley, locally function as confining unit) deposits • ~ou~ G~ast .aq~ifer : and swamp deposits Alluvial valley aquifers Alluvial fan, alluvial valley, and beach deposits Local alluvial~­ coastal embayment 8qllifets Alluvial and beach deposits PLIOCENE Quebradillas Limestone 1 Not an aquifer2 Upper Aguada (Los Puertos) Limestone LiJ Middle z LiJ Aymam6n Limestone u 0 J~$3 ~-----~------~----~--~------~ ,.,~ Upper unnamed member / i Confining unit ,Ji ~ >- Lower a: <! f= a: LiJ r-- ~ ':0'110/ Montebello I Unnamed ~OuebradaArenasandR]'j/<::-"'"' ~V f----'------1~ <.)' \Limes10ne Mbr Jmudstone umt 711ndro Lrmestone M~'~.;po<::-o j ~ 1 Lares Limestone /~·'>''"' c,"' ~ / ) / ~ OLIGOCENE EOCENE PALEOCENE Upper CRETACEOUJ--------j Lower JURASSIC ~ j ~ San Sebast1an Format1on4 i Confining unit Volcanic, volcaniclastic, and intrusive igneous rocks Confining unit Juana Diaz Formation Volcan iclastic, sedimentary, and intrusive igneous rocks Not an aquifer& Not an aquifer& Not an aquifer Volcaniclastic, sedimentary, and intrusive igneous rocks8 Metamorphic, vo lcanic, and sedimentary rocks 1. Called Camuy Formation in some reports 5. A fan delta is an alluvial fan that progrades into a standing body of water from an adjacent highland 2. Mostly or entirely unsaturated 3. Both members may function as confining units in downdip areas 4. Contains local permeable beds in updip areas that may be hydra ulically connected to the lower aquifer Figure 72. Most of the aquifers and aquifer systems in Puerto Rico and the Virgin Islands are separate water-yielding units, some of which are laterally equivalent. The light gray areas represent missing rocks. 6. Mostly contains saltwater; may yield freshwater wh ere in hydraulic con1act with alluvial-valley aquifers 7. Subsurface only 8. Intrusive rocks are not considered water bearing Post-Kinashill strata Kingshill Limestone Kingshill aquifer Jealousy Formation Confining unit r------ ?-----~r----~?~-----~ ' "' ~ Volcani_plastic-, l--------------------lc---------------~+--c??·-7-?'----l~-------------l igneous-, and Igneous intrusive rocks (local ) Not an aquifer Igneous intrusive Not an aquifer s~m~- ~ 1--------------------+~~~~--------~~--~ro~c=ks~(l~ oc~ai~J--~---------------; rock aquifers Volcaniclastic, sedimentary, and Volcaniclastic--, l,.gneous-, and~~•:r-------+--,-------l Not an aquifer intrusive igneous rocks sedlm'ent..y-1'0Ck •quifers ~ Volcaniclastic, voc:niclastic-, igneou• , sedimentary, and and sedimentary- igneous intrusive rocks rock aquifers Modified from Renken, Rodriguez-Martinez, and G6mez-G6mez, in press D D stone, breccia, conglomerate, andesitic to basaltic lava, and minor limestone. The volcanic rocks have been intruded in places by plutonic rocks, such as granodiorite, quartz diorite, and serpentinized peridotite. In Puerto Rico, the volcani-clas- tic-, igneous-, and sedimentary-rock aquifers extend over nearly 2,000 square miles and constitute the major part of the island. The aquifers similarly extend over large parts of the Virgin Islands. The volcaniclastic rocks generally are not per- meable, but where rainfall is significant, these rocks store and transmit water in fractures and other secondary openings. These rocks generally yield less than 1 0 gallons per minute to wells, especially in the areas intruded by plutonic rocks. However, where wells penetrate limestone beds or weathered intrusive rocks, they may yield moderate to large quantities of water to wells. GEOLOGY Puerto Rico and its outlying islands and St. Croix, St. Thomas, and St. John in the Virgin Islands are part of an is- land arc that largely consists of faulted and folded volcaniclastic and sedimentary rocks that have been locally intruded by igneous rocks. These rocks generally range in age from Cretaceous to Eocene, although some rocks of Early Cretaceous-Jurassic age are present in southwestern Puerto Rico. The volcaniclastic rocks form the mountainous and highly irregular central core of each of the islands. Sedimen- tary rocks, which are mostly limestones of Oligocene to Pliocene age, overlie the volcaniclastic and sedimentary rocks in isolated areas, and thick alluvial deposits of Quaternary age formed of material eroded from the volcaniclastic and sedi- St. Thomas 64"45' St. John fr 4 Modified from Ward and Jordan, 1963 Minor aquifers Coastal embayment aquifers Volcaniclastic-, igneous-, and sedimentary-rock aquifers Confining unit Not a principal aquifer 64°45' mentary rocks are along many stream valleys, especially in coastal areas. Widespread unconsolidated deposits that con- sist of coalescing alluvial fans or fan deltas, dune and beach deposits, marine terrace deposits, and landslide, swamp, and other miscellaneous deposits also overlie older rocks, espe- cially in the northern and southern coastal areas of Puerto Rico (fig. 73). In Puerto Rico, a thick limestone sequence that ranges in age from Oligocene to Pliocene (fig. 73) overlies volcaniclastic rocks in a continuous belt along the north coast. Locally, lime- stone beds not differentiated on figure 73 occur in a discon- tinuous belt along the southwestern coast and in isolated ar- eas in the interior. The north coast limestones form important aquifers, but the southwestern coast and interior limestones generally yield significant quantities of water only locally. The broad limestone belt in northern Puerto Rico extends west from Rio Espiritu Santo to Aguadilla, a distance of about 90 miles (fig. 73). The belt reaches its maximum width near Arecibo, where it is about 14 miles wide. Six formations are recognized above the volcaniclastic rocks on which the sedi- mentary rocks were deposited. They are, in ascending order, the San Sebastian Formation, Lares Limestone, Cibao Forma- tion, Aguada (Los Puertos) Limestone, Aymam6n Limestone, and Quebradillas Limestone. A seventh formation, the Mucarabones Sand, is the eastern lateral clastic equivalent of the Lares Limestone and the lower two-thirds of the Cibao Formation. The sequence of these formations and their group- ing into hydrogeologic units of the North Coast Limestone aquifer system are shown in figure 72. Limestones in Puerto Rico have been extensively eroded by dissolution. Nearly all these rocks on the north coast and some on the south coast have well-developed karst features, but the limestones of the north coast are a classic example of karst topography, which features cone, tower, mogote, doline, and cockpit karst. All of these features are well-developed on the north coast limestone. Cone karst is a type of karst topog- raphy characterized by many steep-sided, near-vertical, cone-shaped hills surrounded by star-shaped depressions. Tower karst is a karst terrain characterized by vertical-sided hills. Mogote karst is characterized by steep-sided, conical limestone hills surrounded by flat alluviated plains. Doline karst refers to karst topography characterized by a closed depres- sion or sinkhole. Cockpit karst refers to these star-shaped or irregular depressions which are surrounded by conical hills in cone karst terrain. The attitude of the north coast limestone sequence is that of a homocline gently dipping to the north. The average angle of dip of the rocks is about 4 to 5 degrees to as much as 1 0 degrees at the contact with volcanic rocks to only about 1 degree at the coast. The limestone beds are undeformed and relatively flat-lying with a nearly east-west strike. In contrast, the local limestone beds in southern Puerto Rico generally dip southeasterly at angles from 10 to 30 degrees and strike in directions that range from north to east. The limestones of the south coast are characterized by extensive faulting and by horst and graben structures. Sedimentary rocks in southern Puerto Rico compose the Juana Dlaz Formation of Oligocene and Miocene age and the Ponce Limestone of Miocene to Pliocene age (fig. 73). The Juana Diaz consists of clay, mudstone, sand, gravel, chalk, and limestone. Much of the limestone is chalky, except for a very pure limestone in some of the reef complexes that also has un- dergone some dissolution. The reported maximum thickness of the Juana Dlaz is about 2,300 feet, but it appears to be Table 4. There are four principal aquifers or aquifer systems and two minor aquifers in Puerto Rico and the Virgin Islands. Yields to wells range from less than 5 to more than 2,000 gallons per minute and well depths are commonly less than 150 feet. [G6mez-G6mez and Heisel, 1980; G6mez-G6mez and others, 1983; Ward and Truxes, 1964] Aquifer Alluvial valley aquifers South Coast aquifer North Coast Limestone aquifer system: Upper aquifer; Aymam6n Limestone Aguada (Los Puertos) Limestone Lower aquifer; Montebello Limestone Member of Cibao Formation Lares Limestone Kingshill aquifer Minor aquifers: Coastal embayment aquifers Volcaniclastic-, igneous-, and sedimentary rock aquifers Aquifer Characteristics Unconfined; interior valleys semiconfined Unconfined; locally semicon- fined near coast Unconfined; locally confined near coast Ditto Unconfined at out- crop; confined at depth Ditto Unconfined Mostly confined Unconfined Well characteristics Depth (feet) Yield (gallons per minute) Common May Common May range exceed 100-150 200 100-150 200 150-250 300 100-200 250 100-300 2,000 300-400 400 15-30 100 30-50 80 50-150 300 range 50-1 50 150-500 250-500 100-250 50-100 0-50 5-50 5-50 5-10 exceed 1,000 1,000 1,000 1,000 500 50 100 75 450 Remarks Important source of public water supply. Approximately 90 percent of with· drawals are used for irrigation . Im- portant source of public water supply. Ground water exists as a freshwater lens over saltwater. Important source of public water supply. Same conditions as with Ayamam6n Limestone. Important source of public water supply. Wells in confined or artesian zone used mainly by industry and for public supply. At the outcrop area, wells must be more than 300 feet deep to reach the water table. Near the coast, few wells are completed in this aquifer exclusively, except near Laguna Tortuguero, where it is the only water-producing artesian zone. Most important aquifer in the Virgin Islands. Located on St. Croix. Minor aquifer on each of the Virgin Islands. Important only for dom estic supply. Important source of domestic water supply. Only source of water over large areas of Puerto Rico and the Virgin Islands. highly variable from area to area. The Ponce Limestone unconformably overlies the Juana Diaz and consists of a hard light-grayish-orange fossiliferous limestone that was deposited mostly in a shallow marine environment. The exact thickness of the Ponce is unknown, but some wells drilled in the forma- tion have penetrated more than 650 feet of limestone. The Ponce Limestone shows only minor karst features. Alluvial deposits of Quaternary age are in the downstream reaches of the major river valleys around the periphery of Puerto Rico and in a broad area of coalescing fan-deltas along the south coast (fig. 73) . The deposits consist of clay, silt, sand, gravel, and cobbles eroded from bedrock of the river basins. The river valleys generally are incised into volcaniclastic rocks, but the lower part of four valleys in the Guanica, Yauco, Guayanilla, and Tallaboa areas in southwest- ern Puerto Rico are underlain by Tertiary limestones. The maximum thickness of alluvium is about 150 feet in these four valleys. In the alluvial plain that extends from Ponce eastward to Arroyo, block faulting has produced an irregular bedrock surface, and the thicknesses of alluvium ranges from about 90 feet near the shoreline at Arroyo to about 1 ,000 feet near Santa Isabel. The alluvium is coarse grained at the apexes of indi- vidual fans, but becomes finer grained at coalescing edges of the fans and toward the coastline. The highland areas of St. Croix, St. Thomas, and St. John consist mostly of volcanic, volcaniclastic and sedimentary rocks of Cretaceous and early Tertiary age. This sequence has been intruded on St. Croix by gabbro and diorite and on St. Thomas and St. John by dioritic rocks. The eastern and west- ern highland areas of St. Croix are separated by a graben filled with marl or foraminiferal mud of the Jealousy Formation of Oligocene (?) to Miocene age conformably overlain by marl and limestone of the Kingshill Limestone of Miocene age (fig. 73). The Jealousy and Kingshill Limestone were mostly formed from deep ocean carbonate mud sediments. The Kingshill Limestone extends over an area of about 30 square miles and also includes some terrigenous and carbonate tur- bidite deposits that occur as sandy interbeds. Unnamed post-Kingshill carbonate rocks locally overlie the Kingshill. Although the extent of these rocks is poorly known, they prob- ably lie along the southern and western coastlines. The Hans Lollik Formation of Cretaceous age consists of breccia and tuff but is largely limited to offshore islands that lie to the north of St. Thomas. The Outer Brass Limestone is a thin-bedded limestone that contains minor beds of tuff and has an estimated maximum thickness of 600 feet. The Tutu Formation of Cretaceous age is mostly a tuffaceous conglom- erate that contains a few limestone beds (fig. 73). The maxi- mum thickness of the Tutu is not known, but the formation is estimated to be more than 6,000 feet thick. The Louisenhoj Formation consists mostly of volcanic breccia and tuff. The Water Island Formation consists of extrusive volcanic rocks with minor intrusive dikes and plugs. Except for the Outer Brass Limestone, which yields small amounts of water to wells, none of the formations constitute an important source of wa- ter. Quaternary deposits in the Virgin Islands consist of un- consolidated material that accumulated near the mouths of streams where they enter the ocean; beach deposits that sur- round ocean bays; and extensive alluvial fan, debris fan, and alluvial deposits of clay, silt, sand, and gravel that overlie the Kingshill and post-Kingshill Limestones on St. Croix. In the upstream reaches, the stream deposits typically consist of fine-grained alluvial material eroded from volcanic rocks in the stream basin. The stream deposits interfinger with coarser- grained beach deposits of sand and shell fragments in down- stream reaches. The stream deposits typically are less than 30 to 50 feet thick and decrease in thickness to a featheredge upstream. They occupy valleys eroded into the volcanic-rock surface during an earlier period when sea level was lower than at present. The alluvial deposits generally are at an altitude of less than 100 feet above sea level. Alluvium covers about one-fourth of the Kingshill Lime- stone in central St. Croix. This alluvium has an estimated maximum thickness of about 80 feet and consists mostly of clay, silt, and sand. Locally, the alluvium contains thin, discon- tinuous beds of sand and gravel. Silt- and clay-rich alluvial fan and debris flow deposits are usually less than 30 feet thick and are located along the northern margin of the central plain adjacent to the highlands. , Modified from Whetten. 1966; Gill and others, 1989 St. Thomas, St. John Puerto Rico Base modified from U.S. Geological Survey digital data SCALE 1:750,000 0 10 MILES f---,-......,. _ _J 0 10 KILOMETERS Figure 73. Puerto Rico is dominated by a central cordillera, or mountain axis, of faulted, folded volcaniclastic and sedimentary rocks intruded by igneous rocks that are overlain by limestones on the north and the south. Alluvial coastal plain and valley-fill deposits are present in a discontinuous belt around the periphery of the island. St. Croix, St. Thomas, and St. John consist largely of volcaniclastic and sedimentary rocks. On these islands, alluvial materials {illlhe lower reaches of bedrock valleys and surrounding bays. A central plain on St. Croix is underlain by marl and limestone and minor alluvial deposits. ~ tTI ~ ~ t '!W:j ~ GJ EXPLANATION Quaternary deposits Alluvium ~ Landslide deposits ~ Beach deposits .. Swamp and marsh deposits .. Artificial fill Undifferentiated surficial .. deposits Pliocene and Miocene rocks Quebradillas Limestone Ponce Limestone .. i c Quaternary deposits ~ Alluvium-Includes beach deposits Cretaceous rocks Hans Lollik Formation Tutu Formation-Includes unnamed intrusive igneous rocks Outer Brass Limestone Louisenhoj Formation Water Island Formation- Includes unnamed intrusive igneous rocks Dioritic rocks Isla de Culebra ~: TKs St. Thomas Modified from Donnally, 1966 TKs Isla de Vieques Qb Tid Modified from Briggs and Ackers, 1965; Monroe, 1980; and R.D. Krushensky, written commun., 1993 Miocene rocks Miocene and Oligocene deposits Aymam6n Limestone Mucarabones Sand Aguada (Los Puertos) Limestone Juana Diaz Formation Guanajibo Formation ~ Lares Formation Cibao Formation .. San Sebastian Formation Montebello Limestone Member Eocene, Paleocene, and Cretaceous rocks Quebrada Arenas Limestone ~ Volcanic and sedimentary rocks Member- Includes Miranda ~ Plutonic rocks-Mostly quartz diorite and Sand Member granodiorite Rio Indio Limestone Member- Metamorphic (serpentinite) , sedimentary, Includes Alm irante Sur Lentil and igneous rocks Guajataca Mem ber Fault Tid Islas de Vieques, Culebra Quaternary deposits ~ Alluvium Miocene and Oligocene rocks ~ Intrusive rocks ~ Beach deposits Pliocene rocks Eocene, Paleocene, and Cretaceous rocks Andesite, tuff, and breccia, and minor limestone Unnamed limestone and dolomitic rocks ---Fault ·bbean C a r t S e a St. Croix St. Croix Quaternary deposits ~ Alluvium , minor beach deposits Pliocene rocks Post·Kingshill carbonate rocks Miocence rocks Kingshill Limestone Cretaceous rocks Fountain Gabbro Southgate Diorite Mount Eagle Group volcaniclastic sediments N25 VERTICAL SEQUENCE OF AQUIFERS, AQUIFER SYSTEMS, AND WELL YIELDS Most of the aquifers and aquifer systems in Puerto Rico and the Virgin Islands are separate water-yielding units, some of which are laterally equivalent. They are discussed in de- scending order from geologically youngest to oldest. The ver- tical sequence of aquifers, aquifer systems, and confining units is shown in figure 72. The alluvial valley aquifers, South Coast aquifer, and coastal embayment aquifers all consist of unconsolidated de- posits of Holocene to Pleistocene age that generally overlie volcaniclastic or igneous intrusive rocks. Exceptions in Puerto Rico are alluvial valley aquifers in river valleys along the north coast, the western third of the South Coast aquifer, and four valleys in southern Puerto Rico where the unconsolidated de- posits overlie limestone and some siliciclastic rocks. Alluvial valley aquifers along the east and west coasts and in the inte- rior of Puerto Rico generally are in river valleys eroded into volcaniclastic rocks. The aquifers consist of fine to coarse sand and gravel, clay, and silt. Water in these aquifers generally is unconfined. The alluvium that composes the aquifers is local, exceeds 200 feet thick in some places, and yields of wells completed in the alluvium commonly are 50 to 150 gallons per minute. In the limestone belt along the north coast of Puerto Rico, unconsolidated alluvial deposits of clay, silt, sand and gravel in the major river valleys are as much as 300 feet thick and yield from 50 to 150 gallons per minute to wells. These uncon- solidated deposits contain water under unconfined conditions and are hydraulically connected to the parts of the underly- ing North Coast Limestone aquifer system that also contain water under water-table conditions. Wells that penetrate both aquifers have yields as high as 800 gallons per minute. Four valleys in southern Puerto Rico are filled with allu- vium that consists primarily of permeable sand and gravel with hydrogeologic characteristics similar to the alluvium of the adjacent South Coast aquifer. The valley-fill alluvium is as much as 150 feet thick and yields from 150 to as much as 1 ,000 gallons per minute to wells. The Ponce Limestone and limestone beds of the Juana Diaz Formation underlie the four alluvial valleys. The combined thickness of the Ponce Lime- stone and the Juana Diaz Formation may be more than 2,500 feet in the Ponce-Tallaboa area. The limestones yield some water to wells, but the water mostly is highly mineralized with dissolved-solids concentrations that range from 1,500 to as much as 6,500 milligrams per liter. These limestones gener- ally are not considered to be aquifers; however, where the lime- stone is tapped by wells that penetrate the overlying alluvium, yields of such wells generally are higher than those of wells open only to the alluvium. The clastic beds of the Juana Diaz Formation are not an considered to be an aquifer because of their low hydraulic conductivity and the high dissolved-solids concentrations of the water they contain. The wide band of alluvial material along the south coast of Puerto Rico is called the South Coast aquifer. The boulder- to silt-size material that composes the aquifer overlies volca- nic rocks except in the western part, where it overlies the Ponce Limestone and the Juana Diaz Formation. The South Coast aquifer consists of a series of coalescing fans or fan-deltas (fans in which alluvium in the seaward part of the fan was deposited in standing water) formed by fast-flowing streams. The sediments are of Holocene to Miocene age. They are mostly coarse-grained sand and gravel at the apex of each major fan but become finer-grained near the coast and in interfluvial areas. The alluvium ranges in thickness from about 350 feet near Ponce to as much as 1 ,000 feet near Santa Isabel. Yields of wells completed in the South Coast aquifer commonly range from 150 to 500 gallons per minute and might exceed 1,000 gallons per minute. Coastal embayment aquifers, which are minor, are located mostly at the mouths of small streams that flow into bays and estuaries of the Virgin Islands. Freshwater from these aquifers is used mainly for domestic supplies and as feed water for reverse osmosis desalination plants. The aquifers contain water under unconfined conditions and consist largely of sand and gravel in beach and alluvial deposits that overlie weathered bedrock. The aquifers generally are 30 to 50 feet thick. Yields to wells are only about 5 to 50 gallons per minute, and the water generally is brackish. The North Coast Limestone aquifer system consists of an upper and a lower aquifer separated by a confining unit. The upper aquifer consists of the Aymamon and Aguada (Los Puertos) Limestones and contains water under mostly uncon- fined conditions. The productive upper aquifer commonly yields 100 to 500 gallons per minute to wells and might yield as much as 1,000 gallons per minute (table 4). However, sa- line water generally is present in the aquifer within a mile or two of the coast. Underlying the upper aquifer, the clayey, poorly permeable upper unnamed member of the Cibao For- mation (fig. 74) confines the lower part of the Cibao Forma- tion (principally the Montebello Limestone Member, but locally also the Quebrada Arenas and Rio Indio Limestone members), the underlying Lares Limestone, and the Mucarabones Sand, all of which form the lower aquifer. Where these older rocks crop out south of the confining unit in the Cibao Formation, they contain water under unconfined conditions; however, in most places, the water in the lower aquifer is confined. Yields of wells completed in the unconfined part of the lower aquifer seldom exceed 1 00 gallons per minute and generally are much less than yields of wells completed in the upper aquifer. How- ever, within its confined parts, wells that tap the Montebello Limestone Member locally yield as much as 500 gallons per minute. The Kingshill aquifer consists of the Kingshill Limestone and an overlying unnamed post-Kingshill carbonate-rock unit which form an unconfined aquifer that yields from 5 to 100 gallons per minute to wells. The aquifer consists mostly of marl and foraminiferal limestone and extends over about one-third of St. Croix. The Kingshill aquifer is overlain by and is in hy- draulic connection with alluvium that infills river valleys cut into the limestone. The Kingshill aquifer is conformably underlain by the Jealousy Formation, a thick blue to blue-gray limestone and marl unit. Faulting has horizontally juxtaposed the entire sequence with volcanic rocks to the east and northwest. The volcaniclastic-, igneous-, and sedimentary-rock aquifer is an unconfined fractured-rock aquifer that is present throughout large parts of each of the islands. Volcanic rock that has been folded, faulted, and intruded by diorite, gabbro, and other types of igneous rocks forms the central core of each of the islands and underlies all other aquifers. Fractures in these rocks store and transmit water in small quantities, and yields of wells completed in the aquifer generally range from 5 to 10 gallons per minute. The aquifer also includes small areas of limestone. NUMBER OF ANALYSES 100,000 c-19_3:..:..:::.72=2-=-14:..:...:::1c..6 .:...:.:.2::.1=-:..:136=:..14-o 100 NUMBER OF ANALYSES NUMBER OF ANALYSES N26 Puerto Rico Atlantic Ocean 0 5 10 KILOMETERS Base modified from Modified from U.S. Geological Survey digital data Caribbean Sea U.S. Geological Survey, 1988 Figure 74. In Puerto Rico, saltwater is present near the coast in aquifers in limestone and alluvial deposits. EXPLANATION North Coast Limestone aquifer system South Coast aquifer Saline water GROUND-WATER QUALITY The natural chemical quality of water in the aquifers of Puerto Rico generally is suitable for most uses. However, salt- water (water with dissolved-solids concentrations in excess of 1,000 milligrams per liter) is present in parts of each of the aquifers except the artesian part of the lower aquifer of the North Coast Limestone aquifer system and alluvial valley aqui- fers in the interior of the island. The quality of the water in aquifers of the Virgin Islands generally is not suitable for many uses, including drinking water. In the Virgin Islands, water with dissolved-solids concentrations of less than 1,000 milligrams per liter is not readily available; accordingly, water with chlo- ride concentrations of more than 500 milligrams per liter is used for drinking water. Contamination of aquifers from accidental spills of organic chemicals and from waste disposal is a widespread problem on each of the islands and has adversely affected a resource already in short supply. Excessive withdrawals from some aquifers, especially near the coasts, also have induced the intrusion of saltwater into freshwater aquifers in some places. In Puerto Rico, saltwater is present in the upper aquifer of the North Coast Limestone aquifer system and in alluvial aquifers adjacent to the ocean (fig. 74). The chemical quality of water from the several aquifers of Puerto Rico and the Virgin Islands shows a considerable range in the concentration of principal ions, as illustrated in figure 75. In general, water contained within Caribbean Island aquifers tends to be more mineralized as the water moves downgradient toward the sea (fig. 76). Water in all the aqui- fers generally is a calcium magnesium bicarbonate type; con- centrations of calcium and bicarbonate ions are sufficient to cause the water to be very hard. In some aquifers that are con- nected to the ocean, the freshwater head within the aquifers is in equilibrium with the saltwater head from the ocean (fig. 77). The freshwater-saltwater interface in the permeable parts of the alluvium generally is a short distance inland from the coast and is roughly wedge-shaped; the saltwater extends far- ther inland in the underlying upper aquifer of the North Coast Limestone aquifer system. Near the interface, the calcium magnesium bicarbonate freshwater typically changes to a calcium chloride type and then to a sodium chloride type over a short distance. Distinct chemical environments have been recognized in each of the aquifers and are determined by a combination of aquifer mineralogy, permeability, and position in the ground-water-flow system. Generally in Puerto Rico, the least mineralized water, as indicated by dissolved-solids concentra- tions (fig. 75), is present in the lower aquifer of the North Coast Limestone aquifer system; water from the upper aquifer of this system, from the South Coast aquifer, and from the volcani- clastic-, igneous-, and sedimentary-rock aquifers is slightly more mineralized. Mineralization is successively greater in water from the Kingshill, the alluvial valley, and the coastal embayment aquifers. Mineralization of water in the aquifers of the Virgin Islands generally is greater than that of water in aquifers in Puerto Rico; however, the alluvial valley aquifers of Puerto Rico generally exhibit the largest range of concen- trations of dissolved solids. NUMBER OF ANALYSES 0:: w f- ::i 0:: 10,000 a: w f- ::i 0:: 10 ffi 1 0' 00 0 c-:-:15:-=-6 --:::68:--:2:-::49,.......,2""5 ---:2:-:-4 --::19'""5 --::77=-:J f- ::i 0:: w ()._ ~ 1,000 <( 0:: (.') ::i ~ ' 000 ~~8 [ ~ w ()._ (f) ::?: <( 0:: (.') ::i :::! 2 ~ :! ::?: 100 ~ z- o ~ 0:: f-z w u z 0 u 0:: w f- ::i 10 Hardness, as calcium carbonate NUMBER OF ANALYSES 1 0,000 ""24""5~78~2"'16;:-:-::2;.;,6_:_::~21--=;,1~28;.:;-14,...., a: 1,000 w ()._ (f) ::?: <( 0:: (.') ::i ..J ::?: ~ z- o ~ 0:: f-z w u z 0 u 100 " ~ ~ / / / / - 0.1 L..__,._/ ...__ _ _ _ ____J Sulfate Modified from U.S. Geological Survey, 1988 z 0 ~ 0:: f-z w u z 0 u 100 10 z 0.1 0 ~ 0:: f-z ~ 0.01 z 0 u 0.001 Dissolved solids EXPLANATION Principal aquifers ~ North Coast Limestone, upper ~ North Coast Limestone, lower c=J South Coast c=J Alluvial valley c=J Kingshill Figure 75. The dissolved constituents in water in aquifers of Puerto Rico and the Virgin Islands have a considerable range of concentrations. Puerto Rico 67" Base modified from U.S. Geological Survey digital data Atlantic Ocean Caribbean Sea Figure 76. Mineralization of water in the North Coast Limestone aquifer system aquifers generally increases as the water moues down the hydraulic gradient toward the sea. The dissolved-solids concentrations mapped here increase as mineralization increases. Figure 77. A saltwater-freshwater interface within the upper aquifer of the North Coast Limestone aquifer system extends as (ar as 3 miles inland (rom the coast in the basal part of the aquifer. EXPLANATION North Coast Limestone aquifer system Direction of ground-water movement Freshwater Saltwater Upper aquifer Middle confining unit Lower aquifer 0 5 10 KILOMETERS Data from the fi les at the U.S. Geological Suvey 216 17 21 140 100,000 268 84 250 28 29 259 0:: w ~ t:: ~ ..J 0:: 10,000 w ()._ (f) ::?: <( QD 0:: (.') 1000 ::i :::! ::?: ~ ~ ~B z- 100 0 ~ 0:: f-z w 10 u z 0 u Nitrate, as nitrogen Chloride Minor aquifers Volcaniclastic-, igneous-, and sedimentary-rock Coastal embayment Water quality 90th~ 50th (median) Percentile-] 0 percent, 50 percent, and 90 percent of analyses have values equal to or less than those indicated 10th EXPLANATION Dissolved-solids concentrations, in milligrams per liter, in the North Coast Limestone aquifer system 300 500 1,000 Insufficient data 96 FRESH GROUND-WATER WITHDRAWALS Total freshwater withdrawals from all sources in Puerto Rico and the Virgin Islands were about 605 million gallons per day during 1985 and supplied a population of about 3.5 mil- lion people. Of this total, ground-water withdrawals were about 29 percent, or 176.4 million gallons per day. In Puerto Rico, ground-water withdrawals during 1985 were about 175 mil- lion gallons per day, of which about 48 percent (about 84 million gallons per day) was used for public supply, largely in urban areas. Urban areas in the Virgin Islands depend, for the most part, on desal ination of seawater for all uses . Ground-water withdrawals were about 1.4 million gallons per day in the Virgin Islands during 1985. Fresh ground-water withdrawals in Puerto Rico during 1985, shown in figure 78 by municipio (generally equivalent to a county), were concentrated in areas underlain by the prin- cipal aquifers. These areas also contain most of the popula- tion and industrial centers along the northern and southern coasts. The principal urban area of San Juan is supplied mostly by surface water. In the large rural area of the central mountains, on the eastern and western coasts, and on the offshore islands, ground-water use is minimal because of sparse population and the lack of productive aquifers. Simi- - .· . . .. . • . .· . .. . . ~ . ' .· Modified from U.S. Geological Survey, 1990 Figure 79. The North Coast Limestone aquifer system and South Coast aquifer were the most heavily used of the principal aqui- fers and produced similar amounts of water during 1985. These two important aquifers, along w ith the alluvial valley and coastal embayment aquifers, produced about 93 percent of the 176 million gallons per day of ground w ater w ithdraw n in Puerto Rico and the U.S. Virgin Islands during 1985. INTRODUCTION River alluvium that fills bedrock valleys located in the interior and coastal areas of Puerto Rico (fig. 80) forms small aquifers that are locally important sources of water for indus- trial, municipal, and domestic supplies. The aquifers, which characteristically fill valleys incised into volcaniclastic, igne- ous intrusive, or limestone bedrock, generally are less than 110 to 150 square miles in area and extend over less than 50 per- cent of their respective drainage basins. They typically sup- ply less than 15 percent of the total water used in the drain- age basin. Most of the alluvial valley aquifers are located in the gen- erally flat-lying coastal areas of streams that originate on the steep-sided Cordillera Central and other mountain ranges. The seaward extent of these aquifers is bounded in the subsurface by a freshwater-saltwater interface and on the surface by brackish-water wetlands or lagoons. The maximum thickness of the aquifers is about 270 feet on the east coast, 300 feet on the west coast, 300 feet on the north coast, and about 150 feet on the southwestern coast. In the Caguas-Gurabo- Juncos area of the east-central interior (fig. 80), the aquifers are less than 150 feet thick. Aquifer materials are predomi- nantly sand and gravel interlayered with clay and silt. The natural chemical quality of water in the alluvial val- ley aquifers generally is suitable for most uses. However, ex- cessive concentrations of dissolved iron and manganese are a problem in the east coast area. Contamination of the aqui- fers by pollutants that result from human activities is a uni- versal concern because of the high population density. Although each alluvial aquifer is unique in dimension, hydraulic characteristics, hydrogeology, and water quality, the aquifers generally share a similar setting, origin, composition, and hydrologic character. Thus, because they are too numer- ous to describe in detail, the aquifer in the Humacao-Naguabo area (I on fig . 80) is presented as a characteristic example of the alluvial valley aquifers. GENERAL SETTING The Humacao-Naguabo area, which is made up of six distinct drainage basins that total about 90 square miles in area, is located in the southeastern part of the east coast of Puerto Rico (fig. 80). The principal streams that drain the area are the Rio Humacao and the Rio Blanco (fig. 81), which origi- nate in the eastern foothills of the Sierra de Cayey and the Sierra de Luquillo, respectively. The drainage basins are di- vided by sharp, steeply sloping ridges that range in altitude from 300 to 500 feet above mean sea level. The alluvial valley aquifer, which extends over approxi- mately 40 percent of the area of the drainage basins, is wid- larly, in the Virgin Islands, the limited areal extent and low productivity of the aquifers, and the generally marginal chemi- cal quality of the ground water available have resulted in the use of desalinated seawater as the principal source of potable water. During 1985, the South Coast aquifer was the most heav- ily used of the principal aquifers (fig. 79) . Fresh ground-water withdrawals from this aquifer amounted to about 74 million gallons per day, or about 42 percent of total withdrawals in the islands. About 66 million gallons per day, or about 38 percent, was withdrawn from the North Coast Limestone aquifer sys- tem. A much smaller, but still significant, amount of about 24 million gallons per day, or about 14 percent of the total, was withdrawn from alluvial valley aquifers in Puerto Rico. The volcaniclastic- , igneous-, and sedimentary-rock aquifers, which underlie the largest area of the islands, also produced a significant amount of water (about 11 million gallons per day, or about 6 percent of total withdrawals). Withdrawals from the Kingshill aquifer on St. Croix were about 1 million gallons per day, or only about 0.6 percent of total withdrawals. Small amounts of water were withdrawn from the coastal embayment aquifers in the Virgin Islands. Puerto Rico Base modified from EXPLANATION Fresh ground-water withdrawals during 1985, in million gallons per day. Total freshwater withdrawals during 1985 were 176 million gallons per day Alluvial valley aquifers- 24 South Coast aquifer-74 North Coast Limestone aquifer system-66 Kingshill aquifer- 1 Volcaniclastic-, igneous-, and sedimentary-rock aquifers- 11 U.S. Geological Survey digital data Caribbean Sea Figure 80. A lluvium that fills valleys incised into bedrock in the in terior and coastal areas of Puerto Rico forms small aquifers that are locally important {or industrial, municipal, and domestic supplies. est in the broad, flat valley floor near the coast and extends up the river valleys (fig. 81) . The top of the alluvium ranges in altitude from sea level to about 160 feet above mean sea level. A mangrove swamp is present along the mouth of the Rio Anton Ruiz, and two brackish-water lagoons are in depres- sions along the coast. The Humacao-Naguabo area recently has undergone rapid development of light industry that has contributed to a significant population growth and placed large demands on local water supplies. Most of the demand (93 percent) has been met from surface-water sources. Total freshwater use in the area during 1985 was 14.6 million gallons per day, of which fresh ground-water withdrawals were only 0.93 million gallons per day. GEOLOGY Extensively faulted and fractured volcaniclastic rocks of Cretaceous age and intrusive igneous rocks of Tertiary age underlie the alluvial aquifer (fig. 81). The plutonic rocks con- sist mostly of granodiorite and quartz diorite; the volcanic rocks are a mixture of sandstone, conglomerate, tuff, breccia, and andesitic lava flows. A weathered zone is characteristically developed on the bedrock. The thickness of this zone is 20 feet or more under the alluvial deposits and as much as 40 feet in bedrock outcrop areas. Where it is covered by alluvium, the weathered zone forms part of the aquifer. Alluvium-filled val- leys, which were eroded into the bedrock along fault traces at a time when sea level was much lower than at present, underlie the principal streams. The bedrock valley near the Rio Humacao is incised to a depth of about 160 feet below mean sea level at the coast but is less deeply incised inland. Thus, the aquifer, which consists of poorly sorted sand, silt, and clay, forms a wedge that ranges from about 160 feet thick at the coast to a featheredge inland. Puerto Rico Atlant ic Ocean · ~'! ' Isla de Culcbra ~ Isla de OSCAL~ 1 : 1 ,1500~~~~5 Vieques f--r-'-r--' 0 5 10 KILOMETERS • 6 0~ ~ 64~45' . -~-~~ Amalie Bay St. Thomas St. John Base modified from U.S. Geological Survey dig ital d ata Caribbea n Sea Data fro m the files of the U. S. Geological Survey EXPLANATION Figure 78. Fresh ground-water w ithdrawals, by municipio, in Puerto Rico during 7 985 w ere concentrated in population and industrial centers in areas underlain by productive aquifers along the north and south coasts. High demand (or potable w ater and the absence of areally extensive productive freshwater aquifers in the Virgin Islands has led to the use of desalinated seawater as the principal source of potable w ater. GROUND-WATER PROBLEMS Water availability and chemical quality are the principal ground-water problems in Puerto Rico and the U.S. Virgin Is- lands. The estimated maximum withdrawal rate of fresh ground water in Puerto Rico is 440 million gallons per day; withdraw- als during 1985 were about 175 million gallons per day, and projected development of agriculture, industry, and domestic facilities might require an additional 100 million gallons per day by the year 2000. Ground water generally is available in large quantities only on the periphery of the island and espe- cially along the northern and southern coasts. On the Virgin Islands, freshwater aquifers are limited in extent and ground water supplies only about 10 percent of the total water use. The Kingshill aquifer on St. Croix is the most productive aqui- fer, with a yield of about 1 million gallons per day. Ground-water quality problems result from point sources of contamination and from saltwater intrusion. There are more than 100 solid-waste disposal sites in Puerto Rico, as well as an unknown number of wells used for the disposal of indus- trial wastes. These sources of pollution, coupled with the pres- ence of karst features such as sinkholes that breach limestone EXPLANATION Fresh ground-water withdrawals during 1985, in million gallons per day C=:J Less than 1 C=:J 1 to5 5 to 10 .. 10 to 15 .. Greater than 1 5 aquifers and the fracture system of the volcaniclastic-, igne- ous-, and sedimentary-rock aquifers, make these aquifers extremely susceptible to contamination and indicate the wide- spread potential for ground-water contamination. In a recent reconnaissance study of ground-water quality in Puerto Rico, a variety of organic pollutants were detected. In places, the organic compounds were present in concentrations that ex- ceed secondary maximum contaminant levels established by the U.S. Environmental Protection Agency. Six water-supply wells have been abandoned because of unacceptable levels of organic pollutants, and water from 13 other wells is being closely monitored. In St. Thomas, productive wells in the volcaniclastic-, igneous-, and sedimentary-rock aquifers were shut down because of contamination from oil and other organic compounds. The proximity or direct connection of aquifers to the sea in Puerto Rico and the Virgin Islands makes upconing of salt- water as a result of excessive withdrawals, or saltwater intru- sion as a result of decreased recharge during dry periods, a perpetual concern. Large concentrations of sodium and chlo- ride in ground water can result from salt that enters the shal- low aquifers from windborne sea spray, which is a ubiquitous problem near the coasts. C=:J Alluvial valley aquifers J Yabucoa Valley Alluvial A Rio Grande de Arecibo valley 8 Rio Grande de Manati valley c Rio Cibuco valley D Rio de Ia Plata valley E Rio de Bayam6n valley F Rio Grande de Loiza valley 0 5 10 KILOMETERS G Fajardo area H Caguas-Gurabo-Juncos area Humacao-Naguabo area Figure 81. The Humacao- Naguabo alluvial valley aquifer overlies intrusive igneous rocks and volcaniclastic and sedimen· tary rocks, all with minimal permeability. Valleys that contain the alluvial aquifers are cut into the bedrock surface and are as much as 160 feet deep at the coast. Th e depth of the valleys diminishes inland. SCALE 1:1 50,000 0 0 2 KILOMETERS K L M N 0 p a R s Maunabo valley Cayey valley Rio Ta llaboa valley Rio Yauco and Guayanilla valley Rio Loco va lley (Guimica area) .Lajas Valley Rio Guanajibo Valley Rio Grande Aflasco Valley Rio Culebrinas valley valley aquifers EXPLANATION Quaternary deposits r=:J Alluvium C=:J Beach deposits C=:J Swamp, marsh deposits ~~-~~-: ~ Lagoon or mangrove swamp Eocene and Paleocene rocks Intrusive igneous rocks--Mostly quartz diorite and granodiorite Cretaceous rocks Volcaniclastic and sedimentary rocks N27 HYDROLOGY The alluvial valley aquifer consists of unconsolidated al- luvium and the weathered part of the underlying bedrock. The aquifer is unconfined and is hydraulically connected to streams. In most places, water moves readily from the aqui- fer to the streams to sustain base flow. The depth to the water table in the alluvium ranges from 50 to 60 feet in inland areas to less than 5 feet in coastal areas. Water enters the aquifer as recharge from multiple sources and reemerges from the aquifer through several avenues of discharge. Some recharge is from the infiltration of part of the precipitation that falls on the surface of the alluvium. Runoff of precipitation that falls on the almost impermeable bedrock hills infiltrates the aquifer at the bedrock/alluvium contact and also provides some recharge. Recharge also is by inflow of water from streams that flow onto the alluvium from bedrock areas in the upstream parts of drainage basins. Streams re- charge the aquifer principally in upstream areas as they cross the alluvium, where stream levels are higher than water lev- els in the aquifer. The aquifer discharges by seepage to streams, wetlands, and lagoons; by withdrawals from wells; by evapotranspiration in areas where the water table is very shal- low; and by seepage to the ocean. The water table in the alluvial aquifer slopes seaward from an altitude of about 80 to I 00 feet above sea level in the up- stream part of each of the valleys to sea level at the coast (fig. 82) . Thus, the hydraulic gradient is seaward and ground-wa- ter movement generally is toward the sea. However, in each Figure 82. The water table in the alluvial aquifer generally slopes seaward from an altitude of about 100 feet in the upstream part of each of the valleys to sea level at the coast. In upstream areas, ground water moues along short flowpaths to discharge from the aquifer to the streams. In downstream areas, discharge is to wetlands, lagoons, or the sea. Streamflow measurements were made at several locations along the Rlo Humacao to determine gaining and losing stretches of the stream. The results of the measurements are listed in table 5. SCALE 1:150,000 0 0 2 KILOMETERS of the drainage basins, ground-water movement in the up- stream parts of the alluvial aquifer is toward the streams where the water is discharged. In the downstream parts of the aquifer, flow is seaward, and discharge is to coastal wetlands, lagoons, and the sea. Concurrent measurements of streamflow at a number of sites along the Rio Humacao during low-flow conditions (fig. 82; table 5) demonstrate the interchange of water between the stream and the alluvial aquifer. A comparison of measure- ments at the gaging stations (table 5) shows an alternating pattern of losses and gains; principal losses were between sites I and 2 where the stream loses water to the aquifer as it flows from its up-basin bedrock channel onto the alluvium and at sites 14 to I7 in the lower reaches of the stream. A principal gaining reach is midstream between sites 9 and 12, where water enters the stream from the aquifer. The water moves to or from the stream along its course in response to the relative altitudes of the water table in the aquifer and the stream sur- face. Where the water level in the aquifer is higher than that in the stream, water moves from the aquifer to the stream; movement is reversed where the relative altitudes of the stream surface and water table are reversed. The exchange of water between a stream and the alluvial aquifer can change as hydrologic conditions change (fig. 83). Throughout most of the year, the water table is higher in Ar- royo well 1, which is near the R\o Blanco (fig. 82), than the water level in the stream, and water moves from the aquifer to the stream. However, during periods of intense rainfall, as indicated by sharp peaks on the graph in figure 83, the stream EXPLANATION EJ Extent of saltwater at base of aquifer -10-- - Water-table contour-Shows altitude of water table in alluvial aquifer. Dashed where approximately located. Contour interval, in feet, is variable. Datum is sea level ~ Direction of ground-water movement A--A' Line of section-Shown in figure 84 • Arroyo well 1 Gaging station below La Fe Streamflow measurement site location and number Table 6. Ground water in the Humacao-Naguabo area is very hard and locally contains large concentrations of sodium, chloride, iron, and manganese. [Data from Graves, 1980; concentrations in milligrams per liter, unless otherwise specified] Number of Constituent Range Average samples pH (standard units) 6.1 to 7.7 6.8 median 19 Hardness, as CaC03 80 to I , 100 98 Calcium (Ca) 13 to !50 55 Magnesium (Mg) 8.2 to 180 33 Sodium (Na) 17 to 1,600 150 Potassium (K) 0.2 to 60 4.8 Bicarbonate (HC03) 126 to 475 254 Sulfate (S04 ) 3.6 to 200 40 Chloride (CI) 18 to 1,700 178 Silica (SiO) 13 to 65 37 Dissolved solids 259 to 4,274 735 Nitrate (N03) 0.08 to 2.09 Iron (Fe) 0.1 to 25 Manganese (Mn) 0.01 to 7 GROUND-WATER QUALITY The natural quality of ground water in the alluvial valley aquifer in the Humacao-Naguabo area was determined by analysis for common anions, cations, trace metals, and prop- erties in water samples collected from 19 wells (table 6) . Dissolved-solids concentrations in 10 of the 19 samples ex- ceeded 500 milligrams per liter and were as large as 4,274 milligrams per liter. Iron and manganese concentrations were similarly elevated in a number of samples; iron exceeded 0.3 milligram per liter in IO samples and manganese exceeded 0.2 milligram per liter in 8 samples. Other properties and ion concentrations generally are within the normal range of val- ues for a water-table aquifer in alluvial deposits, except for sodium and chloride. Sodium and chloride concentrations were large in water from two areas near the coast-in the vicinity ofthe coastal mangrove swamps at the mouth of the Rio Anton Ruiz and the Rio Blanco, and at the mouth of the Rio Candelero (fig. 85). The large concentrations are probably due to sea- water contamination of the aquifer, which apparently results from the seepage of seawater into the aquifer from large tidal fluctuations in coastal areas. Fresh ground-water withdrawals have not caused saltwater intrusion into the aquifer. The large average concentrations of sodium and chloride in the I9 water samples (table 6) result from a few samples that have very large concentrations of these ions. Water in the alluvial valley aquifer, where unaffected by saltwater, gener- ally can be characterized as very hard and as a calcium mag- nesium bicarbonate type with excessive local concentrations of iron and manganese. N28 0.51 8.2 1.4 19 19 19 19 19 19 19 19 19 19 19 I I 8 Figure 85. Large chloride concentrations related to seawater infiltration from tidal fluctuations contaminate the Humacao- Naguabo aquifer near the coast. SCALE 1:1 50,000 0 0 2 KILOMETERS level and the water table rise. In some instances (for example, early November 1983 and early June 1984), the stream level rises until it is temporarily higher than the water table. Under these conditions, the normal direction of water movement is reversed, and water moves into the aquifer from the stream. Note that ground-water levels in this area fluctuate as much as 8 feet and that stream levels fluctuate as much as 12 feet (fig. 83). A freshwater-saltwater interface is present at the coast in the upper part of the alluvial aquifer. In the deeper parts of the aquifer, the interface extends inland as a wedge-shaped body of saltwater. The approximate position of the interface in March 1984 is shown in figure 84A. The interface is maintained be- cause of the difference in the density of freshwater and salt- water. Because the freshwater is lighter, a 41 -foot column of freshwater is necessary to balance a 40-foot column of sea- water. As a result, for each foot of freshwater above sea level, there is a 40-foot column of freshwater below sea level. Un- der natural (March 1984) conditions, fresh ground water moves toward and up the sloping interface to discharge to the sea floor. The position of the interface is maintained by an equilibrium of freshwater flow toward the sea and saltwater flow toward the land. Saltwater movement is constant because of constant sea level; however, excessive ground-water withdraw- als would lower the column of freshwater, reduce freshwater flow, and cause the interface to move landward (fig. 84B), thus contaminating the aquifer with saltwater. Progressive landward migration of the interface would occur if successively larger quantities of water are withdrawn from the aquifer. If withdraw- Tab]e 5. Streamflow measurements in the Rio Humacao indicate gaining and losing stretches of the stream. [Modified from Graves, 1980; ft3 / s, cubic feet per second; measurements made April3, 19841 Stream Stream gains ( +) measurement Measured or losses (-) site discharge between sites (see fig. 82) (ft3 /s) (ft3/s) I 6 .90 - 1.53 2 5.37 + 1.18 3 6.55 - .2 1 4 6.34 +.32 5 6.66 +.88 7 7.54 -.03 9 7.51 +5.65 10 13.16 +.60 11 13.76 +2.98 12 16.74 -.53 13 16.21 +2.00 14 18.21 -- -.45 15 17.76 -.51 A A Feet 25 als in the Rio Humacao Valley were increased 0. 72 million gallons per day beyond 1984 withdrawals (fig. 84C), com- puter simulation indicates that excessive saltwater encroach- ment would occur. If 1984 withdrawals were increased by 1.08 million gallons per day, simulation indicates that saltwater would occupy almost a ll of the aquifer (fig. 84D). HYDRAULIC PROPERTIES The availability of ground water depends on the ability of an aquifer to store, transmit, and release water to wells; this ability can be described by the hydraulic properties of the aquifer. Transmissivity is a measure of the ability of an aqui- fer to transmit water. The greater the transmissivity, the more water the aquifer can yield. The storage coefficient of an aqui- fer is a measure of the volume of water an aquifer can release from or take into storage per unit surface area per unit change in hydraulic head. Transmissivity values determined from aqui- fer tests of the alluvial valley aquifer in the Humacao-Naguabo area range from 200 to 2,000 feet squared per day, which are relatively low values. The storage coefficient of the aquifer is about 0.02, which is a low value for an unconfined aquifer. With these hydraulic properties, well yields are not expected to be more than 30 to 100 gallons per minute. Modified from Graves, 1989 Figure 83. Although the altitude of the water leuel in a well near the Rio Blanco is aboue that of the stream during most of the year, the relatiue altitudes can reverse during high streamflow periods such as those in early November 1983 and mid-October 1984. Such reversals temporarily reverse the normal movement of water from the aquifer toward the stream. The locations of the well and stream measuring station are shown in figure 82. 8 A' Simulated interface for pumpage increase of 0.36 million gallons per day 16 17.25 -1.34 Sea ~========~~~~~==~~~ level -t ,., . 17 15.91 Figure 84. Fresh ground water that moues seaward meets saltwater that moues landward and comes to equilibrium as a freshwater-saltwater interface in the Rio Humacao Valley. Saltwater extended only a short distance into the aquifer in March 1984 (A). Computer simulation shows that the interface w ill moue landward if ground-water withdrawal is increased only a small amount (B); an additional increase could cause extensive saltwater encroachment (C). Greatly increased withdrawal could contaminate almost all of the aquifer (D). The line of section is shown in figure 82. - 100 -- EXPLANATION Chloride concentration, in milligrams per liter 50 to 250 250 to I ,000 Greater than 1 ,000 Insufficient data Saltwater marsh or lagoon Line of equal chloride concentration- Dashed where approximately located. Interval, in milligrams per liter, is variable 25 75 125 175 c Feet 25 Simulated interface for pumpage increase of 0.72 million gallons per day D "'-.;/(• . , ·' .. . ~ ~ - .... . , _,. o: ~ .. . ' ';!!' .... ,...... .. . .. .. " .. • 4 .. • .. .. ~ .. "' ... Simulated interface for pum page increase of 1.08 million gallons per day Sea ~======~~~~~====~~~ level -t 25 75 DISTANCE FROM SHORELINE, IN FEET DISTANCE FROM SHORELINE, IN FEET VERTICAL SCALE GREATLY EXAGGERATED Modified from Graves, 1989 EXPLANATION Direction of ground-water movement ,.. Freshwater + Saltwater FRESH GROUND-WATER WITHDRAWALS Fresh ground-water withdrawals from alluvial aquifers throughout Puerto Rico during 1985 were about 24 million gallons per day, or nearly 14 percent of the total ground wa- ter withdrawn on the island. Withdrawals from the alluvial val- ley aquifer in the Humacao-Naguabo area were 0.93 million gallons per day during 1985. Only one public supply well with- drew water from the aquifer in 1985; nine other public supply wells were abandoned because of excessive concentrations of iron and manganese. Many wells that withdraw water for other uses have been abandoned for similar reasons. Although many industrial wells have been constructed, the well yields are of- ten inadequate and the industries continue to depend largely on public supply systems for water. Nearly 68 percent of the ground water withdrawn in the Humacao-Naguabo area was used for industrial supply dur- ing 1985 (fig. 86). The remaining withdrawals were roughly equally divided between public-supply, domestic, and agricul- tural uses. No water was withdrawn for commercial, mining, or thermoelectric power uses. 10.8 percent EXPLANATION 67.7 percent 7.5 percent Total withdrawals Data from Graves, 1989 0.93 million gallons per day Use of fresh ground-water withdrawals during 1985, in percent Public supply ~ Domestic ~ Agricultural Industrial Figure 86. About two-thirds of the freshwater withdrawn from the alluuial valley aquifer in the Humacao-Naguabo area during 1985 was used for industrial purposes. INTRODUCTION The South Coast aquifer is an alluvial aquifer that under- lies the broad coastal plain that extends from Patillas westward to Ponce in southern Puerto Rico (fig. 87). The aquifer aver- ages about 4 to 5 miles in width and extends east-west for about 40 miles. The alluvium that composes the aquifer was deposited mostly in a number of coalescing fan -deltas that built seaward from the mouths of major streams (fig. 88). The south coastal plain of Puerto Rico is, and historically has been, an important agricultural area and in recent years has been a growing industrial area. Irrigation structures, includ- ing an extensive network of canals and reservoirs, were con- structed as early as the late 1800's between the Rio Jacaquas and Ponce, and smaller structures for diversion of base flow of streams were built in the areas of Santa Isabel, Salinas, and Guayama. In 1914 the first large-scale surface-water irrigation system was completed and included the Canal de Patillas and the Lago Patillas reservoir, the Lago Carite reservoir in the Rio de Ia Plata watershed north of the island's principal surface-water divide and diversion tunnel to the Rio Guamani , the Canal de Juana Diaz, and the Lago Guayabal and Lago Coamo reservoirs. With the completion of the Lago El Guinea and Lago de Matrullas reservoirs in the Rio Grande de Manati watershed north of the principal divide and a diversion tunnel to Rio Jacaquas, the system of reservoirs, tunnels, pump sta- tions, and canals conveyed an average of 123 cubic feet per second by 1935. Ground-water development began in the coastal plain in about 1910 with the construction of wells furnished with 0 SCALE 1:500,000 5 18°07'30" 10 MILES steam-operated pumps powered by ·kerosene. l'ne use o~ ground water for irrigation expanded greatly in the 1930's with the extension of electrification, installation of generators at several sugar mills, and introduction of deep-well turbine pumps. Large-scale dewatering works were also constructed during the late 1930's to control the spread of malaria and to reclaim additional land for sugar cane cultivation. The canal network is supplied by surface water and has augmented recharge to the aquifer. Consequently, aquifer dis- charge, which mainly occurs as ground-water withdrawals and as seepage to local streams and to the sea, has increased. During 1982, water deliveries, used largely for growing sugar cane , were about 40 cubic feet per second through the government-operated irrigation canal network east of Rio Jacaquas and about 20 cubic feet per second through a pri- vate network west of the river. Total ground-water withdraw- als during 1980 averaged approximately 86 cubic feet per sec- ond; 62 percent of the water withdrawn was used for irrigation and the remainder was used for public supply. Water movement through the part of the aquifer from Salinas to Patillas prior to development was estimated to be 43 cubic feet per second. During full development of theca- nal system in the 1950's and 1960's, water movement in the aquifer in the Salinas to Patillas area increased to an estimated 126 cubic feet per second. With a reduction in sugar produc- tion and conversion to a drip irrigation system, there was a reduction of water delivered by the canal system. The amount of water movement in the aquifer during 1986 was estimated to be only about 88. cubic feet per second. Puerto Rico A tlantic Ocean Base modified from U.S. Geological Survey digital data Car ibbea n S ea Figure 87. Th e South Coast aquifer extends {rom Patillas to Ponce in southern Puerto Rico. Feet 500 500 1,000 1,500 2,000 2,500 3,000 3,500 4,000 West ~ L....:..::.J 0 5 10 KILOMETER S EXPLANATION South Coast aquifer East South Coast aquifer EXPLANATION Alluvial and fan-delta deposits- Poorly consolidated where patterned Ponce Limestone (]nnamed clastic facies of Ponce Limestone and younger rocks Base modified from 0 5 10 KILOMETERS U.S. Geological Survey digital data Modified f rom Renken, Rodriguez-Martinez, 4,500 0 5 10 MILES Juana Diaz Formation and G6mez-G6mez, in press 0 5 10 KILOMETERS Figure 88. Fan deltas, formed at the mouths of principal rivers, have coalesced to form a continuous fan-delta plain that averages about 4 to 5 miles in width and 40 miles in length. The {an- delta plain laps onto volcaniclastic and sedimentary rocks o{the Cordillera Central and limestone of the Ponce Limestone and Juana Dlaz Formation. EXPLANATION Quaternary deposits Fan delta .. Miocene and Oligocene rocks J uana Diaz Formation lnterfan or alluvial plain Eocene to Cretaceous rocks Volcaniclastic and sedimentary rocks Undifferentiated surficial deposits- not part of South Coast aquifer Plutonic rocks, mostly quartz diorite and gran diorite Miocene rocks Metamorphic (serpentinite) , sedimentary, and igneous rocks ~ Ponce Limestone HYDROGEOLOGY The South Coast aquifer consists of alluvial and fan-delta deposits derived from erosion of the volcanic and sedimentary rocks of the Cordillera Central. The alluvium was transported and deposited by numerous steep-gradient, high-energy, south-flowing streams that originate at altitudes above 1,000 feet within 15 to 20 miles of the coast (fig. 88) . The alluvial deposits below an altitude of 1 00 to 150 feet are of Holocene age. Above this altitude and extending to the bedrock foothills , the deposits are of Holocene and Pleistocene (?) age, and ero- sional terraces have developed on them. Fan-deltas and alluvial deposits rest on a south-sloping bedrock shelf that has been subject to subaerial erosion and is extensively faulted in a horst and graben, or block-fault, pattern . East of Salinas, the bedrock surface is relatively smooth and alluvial deposits range in thickness from about 90 to 150 feet near the coast to about 250 feet where bedrock is more deeply incised or downfaulted. West of Salinas to Ponce, the alluvium ranges in thickness from about 100 to more than 1,000 feet near the coast. An oil-test well drilled near Santa Isabel is reported to have penetrated more than 2,500 feet of unconsolidated and poorly consolidated Pliocene (?) to Mi- ocene clastic deposits which underlie Quaternary deposits and might indicate a deep basin formed by a graben structure in the bedrock. Bedrock that underlies the coastal plain consists princi- pally of volcaniclastic and sedimentary rocks of Tertiary and Cretaceous age in areas east of Salinas and sedimentary rocks of Tertiary age in areas west of Salinas (fig. 88). The Tertiary sedimentary rocks consist of the Juana Diaz Formation of Oligocene and Miocene age, which overlies the volcaniclastic and sedimentary rocks, and the Ponce Limestone of Miocene and Pliocene age, which overlies the Juana Diaz Formation. The Juana Diaz Formation and Ponce Limestone are in fault contact with older volcaniclastic and sedimentary rocks in places (fig. 89). 18"07'30" Base modified from U:-s. G.eological Survey digital data 0 5 Figure 92. The regional movement of water in the South Coast aquifer is southward to the sea; local movement is to streams. Ground-water withdrawals in some areas have changed the gradi- ent locally to the extent that water moves toward the wells. Extent of South Coast aquifer The volcaniclastic and sedimentary rocks consist of mas- sive to thick bedded andesitic tuff, welded tuff, porphyritic basalt, volcanic breccia, sandstone, and siltstone. The Juana Diaz Formation consists of thin-bedded sandy to shaly, fos- siliferous limestone interbedded with marl, shale, and con- glomerate. The Ponce Limestone unconformably overlies the Juana Diaz Formation and consists of a shallow-marine, fos- siliferous limestone that grades to clastic facies in subsurface areas to the east (fig. 89). Total thickness of the formation is uncertain but may exceed 1 ,000 feet. The alluvial material that makes up the South Coast aqui- fer was largely deposited as a series of fan-deltas (fig. 88), each heading at a stream channel incised into bedrock and some widening downstream to coalesce with neighboring fans from adjacent channels. The downstream parts of the fan- deltas were deposited in the sea. The result is a broad alluvial plain that gently slopes and thickens southward to the Carib- bean Sea . The method of deposition of the alluvial sediments has imposed a characteristic grain-size distribution within the alluvium that is significant hydrologically. The coarsest sedi- ments (sand and gravel) were deposited as the streams emerged from their incised channels onto the alluvial plain. Sediment grain size decreases to silt and clay both laterally at the coalescing edges of adjoining fan -deltas and seaward; thus, the percentage of coarse sediment is greatest near the central part of the fan where the streams first diverged and spread out across the coastal plain (fig. 90). The areas of greatest hydraulic conductivity (fig. 91) co- incide with areas where the percentage of sand and gravel is highest. Hydraulic conductivity is a measure of the rate at which water will pass through an aquifer; the greater the hy- draulic conductivity, the more water the aquifer will yield to wells. Hydraulic conductivities are highest in plume-shaped areas that head at major stream channels, and diminish lat- erally and in a downstream direction (fig. 91) . 10 MILES 10 KILOMETERS Modified from Dacosta and G6mez-G6mez, 1987; Torres-Gonzcllez and G6mez-G6mez, 1987; Quinones-Aponte and G6mez- G6mez,1987; and Roman-Mas and Ramos- Gines, 1987 EXPLANATION - 20 - Water-table contour-Shows altitude of water table. Contour interval, in feet, is variable. Datum is mean sea level -+- Direction of ground-water movement 5,000 ....1....----------'---- --------'- Volcaniclastic and sedimentary rocks VERTICAL SCALE GREATLY Modif ied from Renken, EXAGGERATED Rodriguez-Martinez, Fault-Arrows show relative movement and G6mez-G6mez, in press Figure 89. Alluvial and fan-delta deposits are thicker on the down{aulled block that underlies the w est end of the South Coast aquifer than on the up{aulted block to the east. 18°07'30" Figure 90. The coarsest grain sizes within lhe fan-delta plain are concentrated at the apex and central part of each (an-della. Grain size decreases laterally and downstream from the central parts of the fan-de/Las. 18°07'30" Base modified from U.S. Geological Survey digital data Figure 91. Hydraulic conductivities are greatest in the central parts of the fan deltas and diminish coastward and in inter{an areas. GROUND-WATER FLOW 0 0 0 0 Ground water in the alluvial deposits generally is under water-table (unconfined) conditions, except in some areas near the coast where silt or clay beds locally create confined conditions. A freshwater-saltwater interface is assumed to be present near the coast in the alluvial sediments, but the thick- ness of the freshwater zone generally is poorly known. The water table generally slopes southward from the foothills to the Caribbean Sea (fig. 92). Before development, regional ground-water movement was from recharge areas southward to the coast; locally, some water moved laterally to major streams, mostly in downstream reaches. Recharge to the aquifer was from infiltration of pre- cipitation that fell directly on the alluvium and from streamflow seepage. Discharge was to streams and the sea and as direct evapotranspiration from the aquifer where the water table was shallow. The long history of construction of drainage ditches 5 5 5 10 MILES 10 KILOMETERS 5 10 MILES 10 KILOMETERS Rodriguez-Martinez, and GOmez-GO mez, in press seO. ·bbeafl C a r 1 EXPLANATION Percentage of sand in sediments that compose the aquifer Less than 20 20 to 40 40 to 60 Greater than 60 Insufficient data EXPLANATION Approximate hydraulic conductivity, in feet per day Less than 25 25 to 50 50 to 100 Greater than 100 Insufficient data and irrigation canals and withdrawal of ground water in this agricultural and industrial area, however, has greatly altered natural ground-water flow. Recharge has been augmented by seepage of surface water transported in the several irrigation canals that cross the alluvium and from the practice of furrow irrigation. During 1985, irrigation deliveries from the canal network operated by the government were approximately 60 million gallons per day, of which an estimated 30 percent re- charged the aquifer. Although most ground water moves to- ward the sea and locally to streams (fig. 92), development has partially altered the direction of flow. For example, some wa- ter moves toward well fields, such as the one just north of Central Aguirre near Salinas. Discharge from the aquifer is mainly as ground-water withdrawals; withdrawals during 1985 were about 74 million gallons per day. N29 GROUND-WATER QUALITY The natural chemical quality of water in the South Coast aquifer has changed greatly as a result of human activities during the last century. Surface water collected in reservoirs in the mountains and channeled into an extensive canal and furrow irrigation network has seeped downward into the aqui- fer and altered the chemical quality of the ground water. In addition, the intensive use of the coastal plain for the cultiva- tion of sugar cane throughout most of the twentieth century required the use of fertilizers (generally a calcium sulfate sub- stance) and lime (calcium carbonate) to reclaim saline soils. The direction of predevelopment ground-water movement also has been changed by large-scale withdrawals. Locally, these changes in the flow system have moved and mixed waters of different chemical qualities within the aquifer. Prior to development of the aquifer, water in the South Coast aquifer was probably a calcium bicarbonate type (fig. 93) with dissolved-solids concentrations generally less than Total withdrawals 74 mil lion gallons per day Data modified from U.S. Geological Survey, 1990 2.4 percent EXPLANATION Use of fresh ground-water withdrawals during 1985. in percent ~ Public supply ~ Domestic and commercial ~ Agricultural ~ Industrial and thermoelectric power Figure 94. Slightly more than half of the ground water with- drawn during 1985 was used for irrigation of crops. Public supply accounted for about one-third and industrial use for about one-sixth of the total withdrawals. North Puerto Rico Coast Base modified from 600 milligrams per liter. Most of the water in the aquifer is still of that chemical type. However, it appears that near the west- ern end of the aquifer the water is undergoing a major chemi- cal change due to withdrawals, capture of streamflow by wells situated inland, and possibly a decrease in recharge. The cal- cium bicarbonate-type water is being replaced by water mov- ing upward from a deeper level in the aquifer. The deeper water contains larger concentrations of dissolved solids and is a cal- cium chloride type, possibly because meteoric water enters the aquifer at the higher parts of the alluvial plain where the allu- vium is underlain by limestone. Sodium chloride-type water from seawater encroachment is replacing calcium chloride- type water adjacent to the coast at the extreme western end of the coastal plain. Sodium bicarbonate-type water in inter- fluvial areas may result from a high percentage of sodium-rich clay, silt, and volcanic rock particles in the alluvium that com- poses the aquifer in these areas. FRESH GROUND-WATER WITHDRAWALS Total fresh ground-water withdrawals from the South Coast aquifer were about 74 million gallons per day during 1985 (fig. 94). Slightly more than one-half the water with- drawn, or about 38 million gallons per day, was used for ag- riculture, primarily irrigation of crops. The other principal use was for public supply, which amounted to about 31 percent of total withdrawals, or about 23 million gallons per day. About 16 percent, or about 12 million gallons per day, was withdrawn for industrial use. Domestic and commercial withdrawals were 2.4 percent, or about 2 million gallons per day. Thermoelec- tric power production accounted for the withdrawal of only a small amount of water. No water was withdrawn for mining. During 1985, most of the water withdrawn was distributed in those municipios with the largest cities (fig. 95). Withdraw- als in each of the municipos of Ponce, Santa Isabel, and Sali- nas, together with agricultural withdrawals, exceeded 15 mil- lion gallons per day. Atlantic Ocean 0 5 10 KILOMETERS Limestone aquifer system U.S. Geological Survey digital data Caribbean Sea N30 Figure 97. The north coast limestones have been subjected to dissolution that has developed karsllopography throughout much of their extent but this development has been most intense in an east- west belt across the central and southern parts of the area. Figure 98. Karst features, such as this conical mogote, are typical of much of the north coast Limestone area. Figure 96. The North Coast Limestone aquifer system underlies a populous and industrialized area that extends approximately 90 miles along the north coast of Puerto Rico. EXPLANATION Percentage of karst topography per unit area Less than 1 1 to 10 10 to 20 20 to 40 40 to 60 60 to 100 No data EXPLANATION North Coast Limestone aquifer system Base modified from U.S. Geological Survey digital data W.H. Monroe, U.S. Geological Survey 18' 07'30" Base modified from U.S. Geological Survey digita l dala 0 5 10 MI LES 0 5 10 KILOMETERS EXPLANATION Figure 93. The most extensive chemical type of ground water in the South Coast aquifer is a calcium bicarbonate type with dis- solved-solids concentrations generally less than 600 milligrams per liter. Development of the aquifer has caused upwelling of calcium chloride-type water (rom deeper levels in the aquifer and has allowed encroachment of sodium chloride-type water with large dissolved-solids concentrations from the sea. Prevalent water type in wells completed at depth of less than 150 feet Calcium chloride Sodium chloride Puerto Rico Calcium bicarbonate Sodium bicarbonate - 400 - Line of equal dissolved solids- Contour interval, in milligrams per liter, is variable EXPLANATION 0 5 10 KILOMETERS Base modified from Caribbean Sea Modified from Freshwater withdrawals by municipio, in million gallons per day U.S. Geological Survey digital data U.S. Geological Survey, 1990 Figure 95. The largest withdrawals of ground water during 1985 were in rnunicipios with the latgest cities. INTRODUCTION The North Coast Limestone aquifer system in Puerto Rico is one of the largest and most productive sources of ground water on Puerto Rico and the Virgin Islands. The aquifer sys- tem underlies a populous and industrialized area that extends approximately 90 miles along the north coast of Puerto Rico (fig. 96) and encompasses an area of nearly 700 square miles. The aquifer system consists of two limestone aquifers sepa- rated by an intervening confining unit. About 66 million gal- lons per day was withdrawn from the two limestone aquifers during 1985 for public-supply, industrial, agricultural, and domestic uses. The limestones that compose the aquifer system are undeformed and relatively flat-lying with a dip of less than 5 A t 1 a 11 t i c 0 to 15 15 to 30 Extent of South Coast aquifer degrees to the north. They range in altitude from about 1,300 feet above sea level to the south, where they overlie volcanic rocks, to below sea level at the north coast, where they ex- tend under the Atlantic Ocean. All of the limestone formations, where they crop out at the land surface, have been subject to intense dissolution which has developed widespread karst to- pography (fig. 97). The rocks exhibit such unusual karst fea- tures as cone-shaped hills called mogotes (fig. 98), cockpit karst, and zanj6n-type karst, which is characterized by paral- lel solutional trenches that range in width from a few inches to tens of feet and from 1 to 12 feet deep. Sinkholes, or dolines, similar to the one shown in figure 99 are extremely common and form avenues through which water can rapidly and directly enter and exit the cavernous limestones. 0 10 KILOMETERS Figure 99. Sinkholes, or dolines, are common in the karstic north coast limestone and form avenues for water to enter and exit the cavernous rocks. W.H. Monroe, U.S. Geological Survey H'lDROGEOLOGIC UNITS The North Coast Limestone aquifer system consists of a thick sequence of carbonate rocks of Miocene to Oligocene age that formed as platform deposits on the south flank of a broad depositional basin that extends from Puerto Rico about 100 miles northward to the southern slope of the Puerto Rico Trench. The aquifer system consists mostly of limestone; how- ever, not all strata yield water. Maximum known onshore thick- ness of the limestones is about 5,600 feet, but their maximum estimated offshore thickness is 11,500 feet. The outcrop extent of the principal geologic units that compose the aqui- fer system is shown in figure 100. These numerous geologic units have been combined into an upper and a lower aquifer, separated by a confining unit (fig. 101 ). The vertical sequence and hydrogeologic grouping of the rock units are described in figure 72. Rocks of the aquifer system overlie volcanic rocks of Eocene to Cretaceous age that have been intensely faulted, folded, and intruded by multiple plutons. The lowermost geo- logic unit of the aquifer system is the San Sebastian Forma- tion (fig. 1 02) that unconformably overlies volcanic, volcani- clastic, and intrusive igneous rocks. The San Sebastiim crops out in two discontinuous bands of clayey, silty conglomerate and feldspathic sandstone along the southwestern and south- eastern edges of the North Coast Limestone aquifer system. It extends into the subsurface where it is more laterally exten- sive but grades into glauconitic mudstone and marl. The San Sebastian meets the Mucarabones Sand on the east (fig. 1 02) but its exact relation with that unit is unknown. The San Sebastian ranges in thickness from a featheredge where it crops out to about 1,000 feet in the deep subsurface. It yields small quantities of water in outcrop areas but is poorly trans- missive and functions mostly as a confining unit, especially in downdip areas. The Lares Limestone is predominantly a thick-bedded, fine- to medium-grained fossiliferous limestone that conform- ably overlies the San Sebastian Formation (figs. 72, 102). The Lares contains abundant reefal limestone but no biohermal masses. It crops out in a nearly continuous band that extends eastward from Aguadilla on the west coast to the Rio de Ia Plata where it grades laterally eastward into the Mucarabones Sand (fig. 102). In the subsurface, to the west of Arecibo, the upper part of the Lares is similar to carbonate rocks of the Cibao Formation. Farther west, time-equivalent rocks grade to a lithology typical of the upper part of the San Sebastian. On the basis of lithology, the Lares west of Arecibo probably does not constitute an aquifer. The Lares ranges from about 150 to 650 feet in thickness at outcrop to about 950 feet downdip near Arecibo. The Cibao Formation is divided into a number of mem- bers (fig. 72) that represent a variety of depositional environ- ments. The Rio Indio Limestone Member and the overlying Quebrada Arenas Limestone Member, located approximately between the Rio Cibuco and the Rio de Ia Plata (fig. 102), are marginal marine and biostromal carbonates that uncon- formably overlie the Lares Limestone. The Montebello Lime- stone Member, which is an extensive carbonate buildup se- quence, is present to the west between the Rio Camuy and the Rio Grande de Manati and also overlies the Lares (fig. 102). A poorly transmissive mudstone unit that has been identified only in the subsurface in the vicinity of Manati is the equiva- lent of the Rio Indio and Montebello Limestone Members. It lies between and separates these two carbonate units. The upper- most and most extensive part of the Cibao Formation is the upper unnamed member, a carbonaceous mudstone and lime- stone sequence that overlies the other members to the east and composes the entire Cibao to the west (fig 102). SOUTH Figure I 03. The upper aquifer, consisting of the Aymam6n and Aguada (Los Puerlos) Limestones, and Lhe lower aquifer, consisting partly of the Montebello Limestone Member of the Cibao Formation, slope and thicken northward. West Feet 1,000 1,000 2,000 3,000 NOT TO SCALE Figure I 00. The North Coast Limestone aquifer system is made up of a sequence of limestone formations covered, in part, by alluvium and blanket sand deposits. The youngest rocks crop out at the north shore and bands of successively older rocks are exposed to the south. Base modified from U. S. Geological Survey digital data Figure 101. The North Coast Limestone aquifer system consists of an upper aquifer and a low er aquifer, separated by a confining unit that is mostly marl, clay, and mudstone. Marsh and other surficial deposits locally confine the upper aquifer in some coastal areas. Quebradillas Limestone Alluvium Figure 102. This generalized hydrogeologic section along Puerto Rico's north coast shows that the upper aquifer of the North Coast Limestone aquifer system extends from the west coasllo easl of San Juan. The lower aquifer is confined and ends just w est of A recibo. Eastward, it thins and grades into the Muca1abones Sand. EXPLANATION Alluvial valley aquifer Alluvial deposits Modified from Renken and G6mez-G6mez, 1994; Renken, Rodriguez-Martinez, and G6mez-G6mez, in press North Coast Limestone aquifer system Upper aquifer Confining unit Lower aquifer Discharge from lower aquifer Surficial extent of underlying hydrogeologic unit-Approximately located Spring 0 5 10 KILOMETERS EXPLANATION Miocene rocks Miocene and Oligocene deposits Quaternary deposits ~ Alluvium Aymam6n Limestone Mucarabones Sand ~ Lares Formation GU Landslide deposits ~ Beach deposits Aguada (Los Puertos) Limestone Cibao Formation ~ San Sebastian Formation ~ Swamp and marsh deposits [ .·: ~( J Artificial fill Montebello Limestone Member Ci:J Undifferentiated surficial deposits Pliocene rocks Quebrada Arenas Limestone Member- Includes Miranda Sand Member Rio Indio Limestone Member- Includes Almirante Sur Lentil [2;::] Quebradillas Limestone .. Guajataca Member 0 1 0 I A t c 0 5 10 KILOMETERS Geo logy Modified from Ward and others, 1991; Wa rd, Scharlach, and Hortley , in press Hydrogeology modified from Renken and GOmez-GOmez. 1994 The Mucarabones Sand consists predominantly of cross-bedded, fine to medium quartz sand that grades upward into sandy limestone near the top. The sand is moderately to poorly sorted and a clay matrix in the lowermost part is re- placed by a calcite cement higher in the section. Local con- glomerates in the formation contain volcanic-rock cobbles up to 1.5 inches in diameter. The formation overlies, in part, the San Sebastian Formation and, in part, volcanic rocks (fig. 102). The Mucarabones Sand ranges in thickness from about 33 feet at its western extent (near Ciales) to about 400 feet near Bayamon. The Mucarabones is a stratigraphic equivalent of both the Lares Limestone and the Cibao Formation (fig. 72). The Aguada (Los Puertos) Limestone conformably over- lies the Cibao Formation and the Mucarabones Sand and crops out in a narrow belt that extends from the west coast to east of the Rio de Ia Plata (fig. 1 00) . The Aguada consists of do- lomitic limestone and massive recrystallized limestone with some quartz sand. East of the Rio de Ia Plata, the formation grades laterally into a chalky limestone and calcareous clay that is indistinguishable from the unnamed upper member of the Cibao Formation. The Aguada (Los Puertos) ranges in thickness from about 200 to 380 feet. The Aymamon Limestone overlies the Aguada (Los Puertos) Limestone (fig. 72) and is described in outcrop as a thick to massively bedded, nearly pure limestone that becomes dolomitic near the coast. The Aymamon Limestone crops out in a broad belt from the west coast eastward to Toa Baja (fig. 100). In the subsurface, the Aymamon is as much as 1,000 feet in thickness in northwestern Puerto Rico. East of Toa Baja, dissolution has reduced the thickness and areal extent of the formation , and it is not hydrologically significant. The Ay- mamon is covered in this area by alluvium and blanket sand deposits. The Quebradillas Limestone unconformably overlies the Aymamon Limestone (figs. 72, 102) and crops out as a dis- continuous belt along the north coast from Isabela eastward to Dorado (fig. 101). East of the Rio Grande de Manati , the Quebradillas is present only as outliers on hills of Aymamon Limestone. The maximum thickness of the Quebradillas is about 300 feet, and it is predominantly a chalky, deep-water limestone but contains considerable quartz sand and is iron-rich, especially in the lower part. The Quebradillas Lime- stone is largely unsaturated in northwestern Puerto Rico and, therefore, generally yields no water. To the east of Man at!, the limestones are directly overlain by as much as 100 feet of unconsolidated deposits consisting of alluvial, terrace, beach, and swamp deposits collectively referred to as blanket sands in some reports. The principal river n East EXPLANATION [==:] Alluvial valley aquifers North Coast Limestone aquifer system ~ Upper aquifer ~ Lower aquifer Confining unit I < / J Not a principal aquifer EXPLANATION C:=J Alluvial valley aquifer Local confining unit ~ Unsaturated (nonaquifer) North Coast Limestone aquifer system Upper aquifer Confining unit Lower aquifer Basal confining unit C:=J Insufficient data Geologic contact- Dashed where approximately located valleys drain northward; they have been incised into the lime- stones and are filled with as much as 300 feet of river alluvium. The unconsolidated deposits may be partially saturated and are in hydraulic connection with the limestones. AQUIFERS AND CONFINING UNITS The North Coast Limestone aquifer system consists of two aquifers separated by a confining unit. The upper aquifer con- tains water mostly under unconfined conditions and consists primarily of the Aymamon and Aguada (Los Puertos) Lime- stones (fig. 1 03). The aquifer extends from Aguadilla on the west coast to the vicinity of San Juan (fig. 101). The extent of the aquifer east of San Juan is unknown. The valleys of prin- cipal rivers that have been incised into the Aymamon and Aguada Limestones are filled with partially saturated alluvium that is in hydraulic connection both with the rivers and the upper aquifer. Similarly, where they are saturated, the Quebradillas Limestone and unconsolidated deposits that over- lie the upper aquifer near the coast are in hydraulic connec- tion with the aquifer. The confining unit in the middle of the aquifer system is complex. It consists of the upper unnamed member of the Cibao Formation, a mudstone unit that appears to be present only in the subsurface near Manatl, and the Quebrada Arenas and Rio Indio Limestone Members of the Cibao Formation in downdip coastal areas (fig. 72) . West of Arecibo, the confin- ing unit is very thick. Water-bearing rocks of the Montebello Limestone Member and Lares Limestone grade to a Cibao li- thology in northwestern coastal areas and are considered part of the middle confining unit. The lower aquifer is formed primarily of the Montebello Limestone Member of the Cibao Formation and the Lares Limestone (figs. 102, 103). However, the aquifer includes the Mucarabones Sand and water-yielding parts of the Rio Indio and Quebrada Arenas Limestone Members to the east, and the San Sebastian Formation in areas of outcrop. Where the for- mations that compose the lower aquifer crop out at the south- ern part of the limestone belt, water in the aquifer is under water-table, or unconfined, conditions. However, as the aqui- fer extends northward under the Cibao Formation, the water is under confined conditions. In the subsurface to the west of Arecibo, the Lares Limestone and Montebello Limestone take on the character of the upper unnamed member of the Cibao Formation and are of such low transmissivity that they do not constitute an aquifer. N31 HYDRAULIC PROPERTIES The upper 100 to 300 feet of the Aymam6n Limestone is a dense, recrystallized, and chalky limestone in which exten- sive cavernous porosity has developed. The openings are the result of solution enlargement of secondary openings in the rock, as well as solution of aragonite fossil shells and dolomite, by circulating, slightly acidic ground water and might be partly related to sea level changes with attendant shifting of the saltwater-freshwater interface. In the lower part of the Aymam- 6n Limestone and in the Aguada (Los Puertos) Limestone, porosity is extremely variable and is largely controlled by the presence of dolomite, dissolution of aragonitic fossils, and solution-enhanced fractures. Porosity that results solely from dissolution of fossils is as much as 10 to 15 percent; where dolomitization has further increased porosity, it might be as much as 25 percent. The hydraulic conductivity of the upper aquifer [the Aymam6n and Aguada (Los Puertos) Limestones) ranges from less than 100 to greater than 1 ,000 feet per day; the greatest values are near the ocean (fig. 104). The transmissivity of the upper aquifer (the hydraulic conductivity of the aquifer times the saturated thickness) ranges from about 1,000 to about 100,000 feet squared per day; the greatest values are located in the central part of the aquifer where the freshwater lens has the greatest thickness (fig. 105). In the lower aquifer, porosity and permeability vary con- siderably as a result of vertical and lateral changes in rock type. The rocks have some primary intergranular porosity, but most of the porosity is secondary and results from dissolution of fossils and from dolomitization. Fracturing does not appear to substantially enhance permeability in the lower aquifer. Most of the rocks that compose the lower aquifer typically have a porosity of 10 to 15 percent but locally porosity is as high as 20 to 25 percent. Individual beds with a porosity of greater than 1 0 percent are in the Montebello Limestone Member of the Cibao Formation and the Lares Limestone east of Arecibo. The transmissivity of the lower aquifer, shown in figure 106, ranges from less than 50 to greater than 1,000 feet squared per day. Transmissivity may be as high as 10,000 feet squared per day in local subsurface areas and locally as high as 14,000 feet squared per day where the aquifer crops out. In general, transmissivity of the lower aquifer is greatest where the Montebello Limestone Member is present. GROUND-WATER FLOW Ground-water flow in the North Coast Limestone aquifer system is not well documented because of the difficulties in accurately defining flow in a karst environment; the lack of an adequate distribution of observation wells, as well as the lack of wells in the lower aquifer; and the lateral variability and complexity of the geology, especially in the lower aquifer. How- ever, a generalized concept of ground-water flow was deter- mined from available geologic and hydrologic information and well data. Recharge to the upper aquifer is primarily from the part of the precipitation that infiltrates to the water table in the Aymam6n and Aguada (Los Puertos) Limestones. The precipi- tation either enters the aquifer directly or percolates downward through overlying alluvial and blanket sands, the Quebradillas Limestone, or both. Recharge also occurs as leakage from streams in areas where streambeds are at a higher altitude than the water table, and some water from the lower aquifer might leak upward and enter the upper aquifer. The Lares Limestone, Montebello Limestone, Rio Indio Limestone, and the Quebrada Arenas Members of the Cibao Formation, the Mucarabones Sand, and local permeable beds of the San Sebastian Formation that compose the lower aqui- fer, are unconfined in their outcrop areas. Where they are ex- posed at the land surface, they are recharged from precipita- tion and possibly from streams. A freshwater-saltwater interface is present at the coast in the upper part of the upper aquifer (fig. 77) . Near the base of the aquifer, the interface extends from 1 to 3 miles inland; the conditions shown in figure 77 are representative of the Vega Baja area. The interface is at sea level near the coast and be- comes progressively deeper inland. Freshwater is present at the coast in the lower aquifer because the higher hydraulic head in the lower aquifer prevents saltwater from moving into the aquifer. A freshwater-saltwater interface probably is present in the lower aquifer an unknown distance seaward from the coast. Regional ground-water flow in each of the aquifers follows the slope of the land surface and is northward and toward the Atlantic Ocean (figs. 107, 108, 109A). Water in the upper aquifer discharges primarily to springs , to wetlands and / N32 / / swamps in coastal areas, and to streams (fig. 1 08) . Much of the water that enters the lower aquifer's shallow flow system discharges to the principal north-flowing rivers and some large springs contained within these river valleys (figs. 107, 1 09A, B). Some water enters deeper parts of the flow system and dis- charges by diffuse upward leakage through the confining unit to the upper aquifer. Both the upper and lower aquifers dis- charge by withdrawals from wells. A water-table map of the upper aquifer from San Juan to the west coast is shown in figure 108. The water table slopes northward from an altitude of greater than 700 feet above sea level on the southern boundary of the aquifer to sea level at the coast. Thus, ground-water movement generally is north- ward toward the ocean and locally toward the major rivers. A large potentiometric depression which extends over a 14 square mile area northwest of Barceloneta is caused by agri- cultural dewatering in the Caii.o Tiburones area . Caii.o Tiburones is the site of a former shallow brackish water coastal lagoon that accumulated freshwater from adjacent springs and rivers. Drainage of the area caused soil shrinkage and land subsidence and gradually lowered the water table to sea level. Gravity drainage became less effective and a drainage system of canals, tidal gates and coastal pump stations was installed to water levels below sea level. The potentiometric depression has caused a reversal in gradient of the water table, and has caused intrusion of sea water into Caf10 Tiburones. Smaller cones of depression resulting from withdrawals between Barceloneta and Vega Baja have likewise caused a reversal in the regional gradient. Little is known about ground-water flow in the area from the west coast to Isabella. Much of the area is a limestone plateau with an altitude typically greater than 300 feet above sea level. It is bordered on the north and west by seaward-facing cliffs and, therefore, has a deep water table. Chemical analysis of water from a well drilled near Isabella indicates that the upper aquifer in this area contains saltwa- ter beneath a lens of freshwater that is only about 25 feet thick. The extent of this saltwater is unknown. Ground water con- tained in the lower aquifer in the extreme western part of the area probably moves toward the Rio Culebrinas and the ocean. / / / / / / / 0 0 10 KILOMETERS Figure 108. The altitude of the water table in the upper aquifer of the North Coast Limestone aquifer system ranges from greater than 700 {eeL above sea leuel at the southern edge of the aquifer to sea level at the coast. The regional gradient is northward toward the sea and locally is toward major rivers and areas of significant withdrawals by we/Is. 10 KILOMETERS Figure 104. The hydraulic conductiuity of the upper aquifer generally increases seaward or {rom south to north. n 0 10 KILOMETERS Figure 105. Estimated transmissiuity of the upper aquifer is greatest in the central part of the limestone belt where the freshwater lens has the greatest thickness. A t { a n 0 0 10 KILOMETERS Figure 106. Estimated transmissiuity of the lower aquifer is greatest where the Montebello Limestone Member crops out or is buried in the subsurface. EXPLANATION Direction of ground-water movement Line of equal hydraulic potential Spring Rodriguez-Martinez, and G6mez-G6mez, in press EXPLANATION Estimated hydraulic conductivity of the upper aquifer of the North Coast Limestone aquifer system, in feet per day Less than I 00 100 to 1,000 Greater than 1,000 Insufficient data Limit of upper aquifer-Dashed where approximately located EXPLANATION Estimated transmissivity of the upper aquifer of the North Coast Limestone aquifer system, in feet squared per day Less than J ,000 I ,000 to l 0,000 I 0,000 to l 00,000 Greater than I 00,000 Insufficient data Limit of upper aquifer-Dashed where approximately located EXPLANATION Estimated transmissivity of the lower aquifer of the North Coast Limestone aquifer system, in feet squared per day Less than 500 500 to 1,000 Greater than 1,000 Insufficient data 1>:·/;::::j Lower aquifer outcrop Alluvial aquifer Upper aquifer Confining unit North Coast Limestone aquifer system Figure 107. Movement of water in the North Coast Limestone aquifer system is regionally northward and locally toward streams. Modified from Renken and G6mez-G6mez, 1994; Renken, Rodriguez-Martinez, and GOmez-GOmez, in press Lower aquifer n EXPLANATION CJ Wetland or marsh [:=J Swamp --- - - Limit of upper aquifer- Dashed where approxi- mately located -100- -- Water-table contour-Shows altitude of the water table in the upper aquifer of the North Coast Limestone aquifer system during the period 1980-1990. Dashed where approximately located. Hachures indicate depressions. Contour interval, in feet, is variable. Datum is sea level. Direction of ground-water movement Spring Water in the lower aquifer flows from the outcrop area of the Montebello Limestone Member of the Cibao Formation and the Lares Limestone, where it is under water-table conditions, northward and becomes confined by the upper, unnamed member of the Cibao Formation. The predevelopment poten- tiometric surface of the lower limestone aquifer from the west coast to San Juan is shown in figure 1 09A. The maximum altitude of the potentiometric surface in the unconfined area on the south exceeds 1 ,250 feet above mean sea level and the gradient generally is northward toward the coast. Thus, re- gional ground-water movement is seaward, but deeply en- trenched river valleys such as the Rio Grande de Arecibo and the Rio Grande de Manati are major discharge areas. Other rivers, such as the Rio Camuy, also appear to receive some discharge from the lower limestone aquifer. Ground-water movement in the outcrop area on the west end of the aquifer appears to be southward to the Rio Culebrinas. Ground-water movement in the area of Vega Baja and eastward generally appears to be eastward and locally to the Rio Hondo and other streams in that area. Large cave systems represent major ground-water drains in some areas where the lower aquifer crops out. This is evi- dent in the Rio Camuy cave system and the Rio Encantado cave system where potentiometric contours show a pattern indicative of ground-water discharge (fig. 109A). Ground-water development within confined parts of the lower aquifer are largely restricted to an area that extends eastward from Rio Grande de Arecibo to Laguna Tortuguero and southward to Florida and Montebello. Ground-water with- drawals from the lower aquifer for industrial and municipal purposes have caused a decline in the potentiometric surface of the lower aquifer (fig. 110) . Well withdrawals in the Barceloneta area have drawn down water levels more than 150 feet during the period 1968 to 1987. However, the regional pattern ground-water flow in this area has not been greatly altered (fig. 1 09B). In the eastern end of the island between the Rio de Ia Plata and the Rio Espiritu Santo, the aquifer system is covered by unconsolidated blanket sands and alluvial deposits that range in thickness from about 100 feet in upland areas to about 300 feet in stream valleys. Ground water is under water-table con- ditions in the sands and alluvial deposits and the underlying upper aquifer of the limestone aquifer system. The lower aqui- fer is represented by the Mucarabones Sand and contains freshwater under confined conditions from the Rio de Bayam6n to the Rio Piedras. In much of this area, the Aymam6n Lime- stone of the upper aquifer contains saltwater because of its proximity to the sea. Ground-water discharge in this area is predominantly to streams that drain to the ocean; however, there also may be direct discharge from the aquifers to the ocean. The area from the Rio de la Plata to the Rio Espiritu Santo has a long history of water-resources development. Large ground-water withdrawals, wetland drainage projects, dredg- ing of San Juan Bay, channelization of the Rio Hondo and the Rio de Bayam6n, and other developments have caused salt- water intrusion from the ocean. Although there is some fresh- water in unconsolidated deposits, saltwater is present at depths of only about 100 feet; thus, ground-water development is now limited to small domestic wells. Generally, only small volumes of ground water are withdrawn in this area, and surface water is the principal source of supply. However, some wells are used as emergency sources of water for the city of San Juan. GROUND-WATER QUALITY The natural chemical quality of water in inland areas of each of the aquifers of the North Coast Limestone aquifer system is suitable for most uses. The dominant chemical pro- cess that has affected the water in the aquifer is dissolution of the limestone. As a result, calcium and bicarbonate ions domi- nate the dissolved constituents in the water, and the water is slightly alkaline (fig. 111 ). Average concentrations of chloride, sulfate, sodium, and potassium total only about 12 percent of the dissolved ions. Average magnesium concentration is greater in water from the lower aquifer than in water from the upper aquifer but generally is small (about 6 percent), which reflects the small amount of dolomite in the rocks. The chemical quality of the water changes as it moves from aquifer outcrop areas downgradient toward the Atlantic Ocean. Concentrations of dissolved magnesium, dissolved sulfate, dissolved solids, and pH of the water generally increase oceanward. Within the upper aquifer, continuous recharge maintains the dissolution of carbonate minerals, and calcium and bicarbonate remain the dominant ions in much of the aquifer. Concentrations of dissolved constituents in 11 water samples (from Giusti, 1978) S04 1.8 percent Cl 5.8 percent Na + K 4.4 percent Values in percent of average major ion concentration, in milliequivalents per liter Near the coast, saltwater underlies and mixes with fresh- water in the upper aquifer. This mixing causes large concen- trations of dissolved sodium, potassium, and chloride in the ground water. Sea spray carried inland by wind enters the aquifer, which further contributes to the increase of sodium and chloride ions. Mixing of saltwater and freshwater is the domi- nant chemical process in the upper aquifer near the coast, and, in some places, for a considerable distance inland. For ex- ample, water from a well completed in the upper aquifer at La Pollera (fig. 108), almost 5 miles from the coast, contains large concentrations of sodium and chloride (fig. 111 ). The lower aquifer, where it is present at the coast, is protected from the downward leakage of saltwater by the overlying confining unit. The hydraulic gradient in this aquifer also is upward where the aquifer is confined. The lower aquifer probably contains freshwater throughout its entire inland extent. Excessive ground-water withdrawals and chemical spills on the land surface locally have caused changes in the qual- ity of the water in the limestone aquifers. Various organic Concentrations in samples from well at La Pollera (from Roman-Mas and Lee, 1987) Cl Ca 13.7 percent HC03 12.5 percent Mg 7.1 percent Values in percent of average major ion concentration, in milliequivalents per liter Concentrations in milligrams per liter, unless otherwise specified Number of Constituent Range Average samples pH (standard units) 7.2 to 8.0 10 Calcium (Ca) 37to112 83.3 11 Magnesium (Mg) 1.7to18 7.8 11 Sodium (Na) 6.2 to 19 10.0 10 Potassium (K) 0.0 to 1.5 .6 10 Bicarbonate (HC03 ) 136 to 385 264 Sulfate (S04 ) 2.0 to 28 9.1 11 Chloride (Cl) 10 to 39 21.2 11 Silica (SiO,) 3.6 to 21 7.9 11 Dissolved solids 205 to 523 318 10 Figure 111. The chemical quality of water in much of the aquifer system is suitable for most uses and is a calcium bicar- bonate type. The water becomes more mineralized downgra- dient and becomes a sodium chloride type nearer the ocean. 7.2 93 29.0 210 11 257 60 420 7.1 1030 5 0 10 KILOMETERS Figure 1 09A. Th e altitude of the potentiometric surface in the lower part of the North Coast Limestone aquifer system before development ranged from greater than 1,250 feet above sea level in the southern unconfined part of the aquifer to less than 100 feet above sea level in the confined part of the aquifer near the coast. Regional movement of ground water is sea- ward, and the major rivers are principal discharge areas. A t I a 11 t i c EXPLANATION c=J Confined aquifer --roo---· Potentiometric contour-Shows altitude at which water level would have stood in tightly cased wells in the lower aquifer of the North Coast Limestone aquifer system before development. Dashed where approximately located. Contour interval, in feet, is variable. Datum is sea level. Limit of cave system Direction of ground-water movement 0 c e a 17 Spring 0 0 10 KILOMETERS Figure 1098. The area of greatest change in the poten- tiometric surface of the lower aquifer during the nineteen-year period, 1968-1987, was in the Barceloneta (Rio Grande de Arecibo to Rio Grande de Manati) area. Although there has been considerable decline in the potentiometric surface, the regional pattern of ground-water flow has not been modified. A t i c 5 10 KILOMETERS Figure 11 0. Ground-water withdrawals in the Rlo Grande de Arecibo to Rlo Grande de Manatl area have caused water levels within the lower aquifer of the North Coast Limestone aquifer system to decline more than 150 feet during the nineteen year period, 1968- 1987. e a 17 chemicals used as industrial solvents, degreasers, dry-cleaning agents, and other uses have been detected in water from wells. Many of these organic contaminants have found their way into the limestone aquifers and locally are present in concentra- tions as large as 770 micrograms per liter. The contaminants have forced the abandonment of 13 public water-supply wells; the wells had a combined production of 5.5 million gallons per day. In the Rio de Ia Plata to the Rio Espiritu Santo area, ex- cessive ground-water withdrawals and dewatering accompa- nying urbanization have caused the migration of saltwater from the ocean into the limestone aquifers. As a result, continuously operated public-supply wells exist only near the Rio de Ia Plata; these wells have a sustained yield of less than 4 million gal- lons per day. FRESH GROUND-WATER WITHDRAWALS Total fresh ground-water withdrawals from the North Coast Limestone aquifer system during 1985 were about 66 million gallons per day (fig. 112). Withdrawals for public sup- ply accounted for the majority of the water pumped from the aquifer system; 65.5 percent, or about 43 million gallons per day, was withdrawn for this use. Public supply use was con- centrated in the principal cities of the north coast in the area west of the Rio de Ia Plata. Self-supplied domestic and com- mercial withdrawals from the aquifer system were only about 3.3 percent of the total withdrawals during 1985, or 2.18 mil- lion gallons per day. The limited use of water for domestic and commercial purposes reflects the largely urban population along the north coast; most of the population was supplied from public rather than private systems. Agricultural use of water from the aquifer system was largely for irrigation at plant nurseries and for dairies along the coast. Agricultural withdraw- als during 1985 amounted to 15.7 percent, or about 10 mil- lion gallons per day. Other agricultural uses of water, largely stock watering, were probably less than 5 percent of the total agricultural withdrawals. Industrial withdrawals accounted for 15.5 percent, or 10.2 million gallons per day. An estimated 5 million gallons per day was pumped from the lower aquifer for industrial use along the north coast, mainly in Barceloneta Municipio. Minimal ground-water withdrawals were reported for aggregate mining during 1985, and no withdrawals for ther- moelectric power generation were reported. 3.3 percent EXPLANATION c=J Confined aquifer --roo--- . Potentiometric contour- Shows altitude at which water level would have stood in tightly cased wells in the lower aquifer of the North Coast Limestone aquifer system in 1987. Dashed where approximately located. Contour interval, in feet, is variable. Datum is sea level. Limit of cave system ~ Direction of ground-water movement ~ Spring EXPLANATION Water-level decline in the lower aquifer of the North Coast Limestone aquifer system, in feet Less than 50 50 to 100 100 to 150 Greater than !50 No Data [- ,:":::::'::·_, _j Outcrop of lower aquifer 15.5 percent 65.5 percent Total withdrawals Data modified from U.S. Geological Survey, 1990 66 mi llion ga llons per day EXPLANATION Use of fresh ground-water withdrawals during 1985, in percent ~ Public supply ~ Domestic and commercial ~ Agricultural ~ Industrial and mining Figure 112. Almost two-thirds of the fresh ground-water with- drawals from the aquifer system during 1985 were for public supply. Most of the remaining withdrawals were equally divided between agricultural and industrial and mining uses. N33 King shill aquifer St. Croix 4 MILES 4 KILOMETERS Base modified from U.S. Geological Survey digital data HYDROGEOLOGIC UNITS The island of St. Croix is roughly divided into thirds, both geologically and topographically. The mountainous northwest- ern and eastern parts are underlain by faulted and deformed volcaniclastic and sedimentary rocks of the Mount Eagle Group of Late Cretaceous age (fig. 73; table 7) that have been intruded by the Fountain Gabbro in the Northside Range and the Southgate Diorite in the East End Range. These two ranges are separated by a sediment-filled graben structure that has surface expression as a broad plain that occupies the central and southwestern one-third of the island. The northeastern part of the central plain is characterized by a hilly and dissected carbonate highland area. The plain slopes southeastward from about 400 feet above sea level where it adjoins the Northside Range to sea level on the southern coast. Figure 113. The Kingshill aquifer is in the central and southwestern parts of the island of St. Croix in the U.S. Virgin Islands. EXPLANATION c:=:=J Kingshill aquifer Conformably overlying the Jealousy Formation is the Kingshill Limestone (fig. 115; table 7), which consists mostly of deep-water limestone and marl, calcareous clay, and some conglomerate. Recent work on St. Croix indicates that the contact of the Kingshill Limestone and the Jealousy Forma- tion may represent only a color change due to oxidation of the Kingshill sediments by circulating ground water. Thus, the two formations may represent continuous deposition. It does ap- pear, however, that the contact represents a hydrologic bound- ary and, therefore, the Jealousy Formation forms the bottom of the Kingshill aquifer. The lower part of the graben is filled to an estimated depth of 6,000 feet with the Jealousy Formation of Miocene to Oli- gocene (?) age (table 7). The top of the Jealousy Formation is buried throughout its extent; its upper surface generally slopes southeastward from an elevation of about 100 feet above sea level in the north-central part of the island (fig. 114) to about 200 feet below sea level on the south coast. The for- mation, which is described as a blue clay by well drillers, is made up primarily of deep-water calcareous mud, marl, or limestone. The Jealousy Formation represents hydrologic basement due to the progressively poorer quality water with increasing depth. Unconformably overlying the Kingshill Limestone in the southern and western parts of the central plain are unnamed post-Kingshill carbonate strata (fig. 115; table 7) that con- sist of shallow-water calcareous sediments of limestones and minor dolomite of Pliocene age with some silt, sand, and graveL The Kingshill Limestone and unnamed post-Kingshill carbonate rocks compose the Kingshill aquifer; the rocks dip and thicken southeastward. Alluvial material, including sandy to clayey river valley deposits, alluvial fan, debris flow, colluvial deposits, and beach terraces, overlies the Kingshill Limestone and unnamed post-Kingshill carbonate rocks. The alluvial material fills bed- rock valleys and subdues the topography of the dissected surface of the Kingshill Limestone. The alluvial material thick- ens southward to a maximum of about 80 feet, whereas silt- and clay-rich alluvial fan and debris flow deposits are usually less than 30 feet in thickness. · N34 St. Croix 4 MILES 4 KILOMETERS Base modified f rom Modified from Robison, 1972 U.S. Geological Survey digital data - 50- EXPLANATION Structure contour-Line shows equal altitude of the top of the Jealousy Formation. Dashed where approxi- mately located. Contour interval is 50 feet. Datum is sea level Figure 114. The top of the Jealousy Formation forms the base of the Kingshi/1 aquifer and slopes southeastward from about 100 feet above sea level on the northeast to 200 feet or more below sea level at the southern coast. St. Croix 64"45' Base modified from U.S. Geological Survey digital data Figure 115. The lithology of the Kingshill Limestone and post-Kingshill carbonate rocks is variable. SCALE U75,000 2 4 MILES 4 KILOMETERS Modified from Gill and Hubbard, 1986 EXPLANATION Post-Kingshill carbonate rocks Reef and shelf limestone; some dolomite Kingshill Limestone Lithic conglomerate in marly matrix Foraminiferal marl and limestone AQUIFERS AND CONFINING UNITS The post-Kingshill carbonate rocks are far more perme- able than the carbonate rocks of the Kingshill aquifer. How- ever, the two units act together as a single unconfined aqui- fer. Alluvial deposits, which are made up of clay, silt, sand, and gravel, mostly fill erosional valleys in the Kingshill Limestone and the post-Kingshill carbonate rocks and generally under- lie existing drainage. The alluvial deposits serve principally as zones in which recharge from rainfall and streamflow is stored temporarily and then percolates downward to recharge the underlying Kingshill aquifer. Upland areas between streams have only a shallow, unsaturated soil that overlies the aquifer. The saturated thickness of the Kingshill aquifer ranges from less than 50 feet near the Northside Range to more than 200 feet near the coast in the south-central part of the island (fig. 116). A band of clayey alluvial fan and debris flow deposits is present along the southern flank of the Northside Range (fig. 117). The clayey deposits are poorly permeable and gener- ally yield less than 5 gallons per minute to wells. Elsewhere, the alluvium tends to be coarser grained and yields from 5 to 100 gallons per minute to wells. INTRODUCTION The Kingshill aquifer is located in the central to southwest- ern parts of the island of St. Croix in the Virgin Islands of the United States (fig. 113). The aquifer consists of limestone and marl that has a maximum saturated thickness of about 200 feet. Although the aquifer produces only small volumes of water of marginal chemical quality, it is the only significant aquifer in the U.S. Virgin Islands and supplies a large propor- tion of the water needed for public supply and industry on St. Croix. Water is scarce on St. Croix. Streamflow is meager and not reliable; aquifers are small and yield mineralized water, much of which is unfit for human use. from the south flank of the Northside Range southward to the sea. The surface of the limestone and marl that compose the aquifer has been deeply eroded, but about one-fourth of it is covered by a blanket of alluvium, alluvial fan, debris flow, and slope wash deposits as much as 80 feet thick, which moder- ates the dissected topography and forms a broad rolling plain through which low, rounded limestone hills are exposed. St. Croix has four major streams that flow intermittently. All four rise in the Northside Range, and River Gut, the larg- est, flows southward across the Kingshill aquifer to the sea. The other three streams flow mostly across volcanic rocks to the west coast. The remainder of the streams on the island are very short and flow only after heavy rains. St. Croix has a total area of about 80 square miles and is dominated in the northwestern (Northside Range) and east- ern (East End Range) parts by highland areas that rise to al- titudes of 1,088 feet and 866 feet, respectively, and that are underlain chiefly by poorly permeable intrusive, volcanic, volcaniclastic, and sedimentary rocks. The Kingshill aquifer, which lies between these two ranges, is in a lowland that slopes Although average annual rainfall in St. Croix is abundant, ranging from 30 inches on the east to 50 inches in the moun- tains of the Northside Range, most of the rainfall is returned to the atmosphere by evapotranspiration, and not more than about 3 percent is available for recharge to aquifers. Table 7. Rocks of St. Croix range from Cretaceous to Holocene in age. The rocks vary in lithology from intruded, faulted, and deformed volcaniclastic rocks to flat-lying limestone units to unconsolidated sand, gravel, and beach deposits. The water-yielding properties of the rocks vary according Lo rock type. [Modified from Jordan, 1975] Geologic age Holocene and Pleistocene Pliocene Miocene Miocene to O ligocene(? ) Late Cretaceous Late Cretaceous St. Croix Formation Beach deposits Alluvium Post-Kingshill carbonate rocks Kingshill Limestone Jealousy Formation Fountain Gabbro and Southgate Diorite Mount Eagle Group General character and distribution Unconsolidated calcareous sand; consolidated beach rock in inter- tidal zones. Present irregularly along shore, particularly as beaches in embayments. Poorly sorted silt, clayey sand, and some gravel. Thin beds of sand and gravel usually in bedrock valleys, principally on south coast. Alluvium partly covers limestone in central part of island. A complex of fossiliferous reef and lagoonal limestone and dolomitic limestone. Foraminiferal marl and limestone with thin interbeds of terrigenous and carbonate turbidite deposits. Dark-gray to blue-green foraminiferal marl and limestone. Found only in sub- surface underlying Kingshill Limestone. Fractured and weathered to depths of 50 feet. Fountain Gabbro in Northside range; Southgate Diorite in East End Range. Tuffaceous sandstone, tuffaceous sandstone-mudstone, calcareous mudstone and siltstone, pebble con- glomerate. St. Croix Water-bearing properties Moderate permeability. Saturated below sea level, mostly with brackish water. Low permeability in silt and clay deposits, but some sand and gravel beds have moderate permeability. Yields only small amounts of water to wells but often major source of water to underlying and adjacent rocks. Water is fresh , becoming brack- ish near shore. Permeability of limestone generally moderate to high, but variable. Permeability enhanced by karstic solution voids that may promote seawater intrusion along the coast. Part of King shill aquifer. Commonly contains slightly brackish water, becoming more salty with depth. Permea bility generally moderate to low. Principal part of Kingshill aquifer. Forms base of aquifer due to progressively poorer chemical quality of water with increasing depth. Generally not an aquifer. Moderate to low permeability in weathered zones. Water brackish in coastal parts of Southgate Diorite. Permeability generally low. Porosity of rocks due to open fractures and joints. Water of good quality in cen- tral mountains, brackish in immediate coastal areas and eastern-most end of island. Well yields generally greatest where overlain by alluvial deposits. SCALE 1:375,000 SCALE 1:375,000 Base modif ied from U.S. Geological Survey digital data EXPLANATION Saturated thickness of the King shill aquifer, in feet 50 100 150 200 Insufficient data 2 4 MILES 4 KILOMETERS Modified from Robison, 1972 Figure 116. The estimated saturated thickness of the Kingshill aquifer ranges from less than 50 feet near the Northside Range to over 200 feet in the east-central part of the aquifer. Base modified from U.S. Geological Survey digital data EJ CJ EXPLANATION Probable yield of water to wells, in gallons per minute Alluvial aquifer Less than 5 5 to 30 30 to 100 Insufficient data 4 MILES 4 KILOMETERS Modified from Robison, 1972; and Jorda n, 1975 Kingshill aquifer Less than 5 5 to 20 20to 100 Figure 117. The probable yield of water to wells is greatest in gravelly sand deposits of the alluvial aquifer and in reef and shelf limestone of the Kings hill aquife1: HYDRAULIC PROPERTIES The marl of the Ki~gshill Limestone generally has micro- scopic porosity and is permeable only where it is fractured. However, the fractures might be partially closed and poorly connected. Wells that encounter connected fractures in the marl yield about 5 to 20 gallons per minute. Wells completed in limestone beds of the Kingshill or in minor terrigenous de- posits of the formation might yield larger amounts of water. The post-Kingshill carbonate rocks are more permeable be- cause they contain well-defined fractures and solution cavities, as well as intergranular porosity. Yields to wells completed in the post-Kingshill carbonate rocks range from 20 to 100 gal- lons per minute, and the wells have specific capacities from about 0.5 to 50 gallons per minute per foot of drawdown. The estimated transmissivity of the Kingshill aquifer (fig. 118) reflects the increased saturated thickness, as well as the higher permeability, where the post-Kingshill carbonate rocks occur along the southern part of the aquifer. Transmissivities are least in a wide band parallel to the south flank of the Northside Range. The aquifer dips and thickens southeastward toward the ocean and is thinnest in this wide band. GROUND-WATER FLOW Regional ground-water flow in the Kingshill aquifer is southeastward, approximately parallel to the dip of strata that compose the aquifer (fig. 119). Locally, movement is north- eastward toward Salt River Bay in the north-central part of the island. Concentration, in milligrams per liter Constituent Hardness(CaC03 ) Calcium(Ca) Magnesium (Mg) Sodium(Na) Bicarbonate(HC03 ) Sulfate(S04 ) Chloride(Cl) Dissolved solids Range 22 to 1240 6 to 168 1 to 126 125 to 1090 292 to 852 16 to 752 70 to 1680 738 to 3470 The principal recharge to the Kingshill aquifer is from infiltration of an estimated 3 percent of the precipitation that falls on the aquifer and is not lost to evapotranspiration. Some recharge also is from streams, especially durrng periods of storm runoff, when the altitude of the water in the stream is above that of the water table. Some water from runoff of the Northside Range may enter the aquifer at its contact with the volcaniclastic and sedimentary rocks. Water readily moves into the permeable alluvium and into fractures in the marl and lime- stone. Ground water moves down the hydraulic gradient defined by contours on the water table (fig. 119). The broad spacing of the contours in the north-central part of the aquifer indicates a shallow gradient that changes to a steeper gradient (indi- cated by closer spacing) in the central part of the aquifer. A shallow gradient also is shown by the broad contour spacing along the south coast. The gradient changes probably reflect permeability changes in the aquifer related to fracturing, thick- ness of alluvium, and the presence of the more permeable post-Kingshill carbonate rocks along the south coast. Discharge from the Kingshill aquifer is largely to wells and to the ocean, but some water also probably discharges to streams during high stages of the water table. Evapotranspi- ration also accounts for some discharge of water where the water table is less than 20 feet below land surface. A freshwater-saltwater interface occurs where the aqui- fer meets the sea. The interface is in the form of a transition zone from freshwater to saltwater and slopes downward and landward from the coastline. Freshwater from the aquifer moves up this interface to discharge at the sea floor. Average 289 53 37 536 588 176 556 1610 Number of samples 65 66 66 65 65 65 66 65 Mg 5.2 percent Values in percent of average major ion concentration, in milliequivalents per liter St. Croix 4 MILES !--.--'-.----' 4 KILOMETERS EXPLANATION Estimated transmissivity of the Kingshill aquifer, in feet squared per day 250 500 750 1,000 Base modified from Modified from Robison, 1972 U.S. Geological Survey digital data Figure 118. Estimated transmissivities of the Kingshill aquifer range (rom less than 50 to greater than 1,000 (eel squared per day. St. Croix 4 KILOMETERS Base modified from Modified from Robison, 1972 U.S. Geological Survey digital data Figure 119. The water table in the Kingshill aquifer slopes southeastward and ranges in altitude from 150 feel on the north and slopes to sea level at the south coast. In the hilly terrain of the northeastern Central Lowland, the water table locally slopes to the northeast. GROUND-WATER QUALITY The chemical quality of water in the Kingshill aquifer is marginal for human consumption and most other uses. A cri- terion on the island for use of water from the aquifer for drink- ing purposes is that the water contain chloride concentrations of less than 500 milligrams per liter; this is nearly twice the concentration of chloride recommended for drinking water by the U.S. Environmental Protection Agency. Dissolved-solids concentrations generally exceed 1,000 milligrams per liter, which is the definition of saline water used in this report. These values are for the part of the aquifer that contains the least mineralized water. Water quality deteriorates with depth and is highly saline in some areas. Insufficient data EXPLANATION - 100 - Water-table contour-Shows altitude of water table in Kingshill aquifer during Spring, 1968. Contour interval, in feet, is variable. Datum is sea level .,. Direction of ground-water movement GROUND-WATER WITHDRAWALS Figure 120. Analyses of water from the Kingsh ill aquifer indicate that the water is typically a sodium chloride type and that average dissolved-solids concentrations exceed 1,600 milligrams per liler. Data from Robison, 1972 The island environment of the Kingshill aquifer has an influence on ground-water quality. The source of ions in the water is not only from partial dissolution of aquifer minerals, but includes ions from seawater that is transported to the land surface by precipitation, waves, and sea spray and percolates downward to recharge the aquifer. Chloride in the ground water is largely from sea spray or residual salts in the aquifer ma- trix. Other ions are probably derived from dissolution of aqui- fer minerals, which include carbonate minerals as well as sili- ceous volcaniclastic material incorporated in the aquifer. Total ground-water withdrawals from the Kingshill aqui- fer during 1985 were about 0.96 million gallons per day (fig. 123). The aquifer produced only small quantities of water, most of which was highly mineralized. About 81 percent of the water withdrawn, or about 0. 78 million gallons per day, was used for domestic and commercial purposes. About 15 per- cent of the withdrawals, or about 0.14 million gallons per day, was used for public supply; only about 3 percent, or about 0.04 million gallons per day, was withdrawn for industrial, mining, and agricultural uses. No ground water was used for thermo- electric power production. Most of the water withdrawn is mixed with seawater and used to feed desalination plants for public supply. In many households not served by public sup- ply systems, water from the Kingshill aquifer is supplemented with freshwater obtained from roof-top collection systems. I...J ~ ~ 100 ww z-' ;;; ~ 80 OVJ ::Js: t: 0 60 ~...J <(~ Za:: ::Eo ::JUJ Bs '-i'm 0::<( UJI- t;(w s:~ wz (.9- <( ...J. 40 20 0 -20 0 \ 0 0 0 0 0 Average concentration 0 0 0 0 0 0 0 0 0 '<>0 oo 0 o 0 0 0 0 0 ffi uj -4Ct ;:cs: ~~1~~--~1~-L--~--~~~--L-~~~--~. -60o . 100 300 500 700 900 1.100 CHLORIDE CONCEN1RATION, IN MILLIGRAMS PER LITER Modified from Robison, 1972 Figure 121. Water quality in the Kingshill aquifer deteriorates with depth and rapidly increases in mineralization below sea level. INTRODUCTION There is a large demand for water in Puerto Rico and the Virgin Islands; thus, even minor sources of ground water that can be developed for domestic, commercial, or other purposes are important locally. An atlas of the ground-water resources of these islands, therefore, would be incomplete without at least a synopsis of these minor aquifers. Puerto Rico and the Virgin Islands each have a central core of faulted and folded volcaniclastic, igneous, and sedi- mentary rocks (fig. 124). Although these rocks have little or no intergranular porosity, some secondary permeability has developed as a result of weathering, faulting , and fracturing. These secondary openings transmit and store small volumes of water that can be recovered through wells. Freshwater also is present in small alluvial deposits in coastal embayments of the Virgin Islands (fig. 124). These de- posits are commonly exploited for small supplies of water. VOLCANICLASTIC-, IGNEOUS-, AND SEDIMENTARY-ROCK AQUIFERS The volcaniclastic-, igneous-, and sedimentary-rock aqui- fers consist of the upper 50 feet to a maximum of 300 feet of fractured and weathered volcaniclastic, plutonic, and sedimen- tary rocks that make up the core of each of the islands (fig. 124). Where exposed, these rocks store and transmit small quantities of water in fractures and overlying saprolite. The water can be recovered through domestic and small-diameter commercial wells that generally yield 5 to 10 gallons per minute or less. Although yields to individual wells are small, the area of the volcaniclastic-, igneous-, and sedimentary-rock aquifers comprises a large part of each of the islands, and the aquifers generally are the only source of ground water in those areas Fresh ground-water withdrawals from these aquifers dur- ing 1985 amounted to about 1 1 million gallons per day in Puerto Rico and about 0.36 million gallons per day in the Vir- gin Islands. This constituted about 6 percent of the total St. Croix Base modified from SCALE 1:375,000 4 MILES !--.--'-,----' 4 KILOMETERS Modified from Robison, 1972 U.S. Geological Survey digital data EXPLANATION Dissolved-solids concentrations, in milligrams per liter 1,500 2,000 Insufficient data Figure 122. Dissolved-solids concentrations in ground water in the Kingshill aquifer generally increase downgradient toward the sea. ground-water withdrawals in Puerto Rico and about 25 percent of the total ground water withdrawn on the Virgin Islands. Water in the volcaniclastic-, igneous-, and sedimentary- rock aquifers generally is very hard and locally contains large concentrations of sodium, chloride, bicarbonate, iron, and manganese. COASTAL EMBAYMENT AQUIFERS Coastal embayment aquifers in the Virgin Islands consist of alluvial valley-fill deposits that grade into beach sands as the bedrock valleys open onto coastal embayments (fig. 124). The alluvium, which commonly ranges in thickness from 30 Puerto Rico Base modified from U.S. Geo logical Survey d igital data Analyses of water from the western and southern parts of the aquifer indicate that the water typically is a sodium chlo- ride type and that average dissolved-solids concentrations exceed 1,600 milligrams per liter (fig. 120). Although water that contains dissolved-solids concentrations of 1,000 milli- grams per liter is considered to be saline water in this report, on St. Croix water with concentrations of dissolved solids in the order of 2,000 to 5,000 milligrams per liter is used for many purposes because no less-mineralized water is available in most places. Water in the Kingshill aquifer becomes highly mineralized with depth. The chloride concentration of the water increases rapidly with increasing depth below sea level (fig. 121). The distribution of dissolved-solids concentrations in water from the shallow part of the aquifer (fig. 122) indicates a general in- crease downgradient and toward the sea. to 50 feet, generally is fine grained and consists of clay, silt, and fine sand eroded primarily from volcanic rocks. Where they contain mostly fine-grained sediments, the aquifers yield only small amounts of water and are semiconfined. Locally, the alluvium is coarse sand and gravel, and the aquifer is un- confined. The alluvial deposits interfinger and grade into beach deposits that consist primarily of coarse coral sand. These deposits are permeable and yield only a few gallons per minute to wells. However, water in the coastal embayment aquifers is generally brackish to saline. Approximately 0.11 million gal- lons per day was withdrawn from the coastal embayment aqui- fers during 1985. The water is used primarily for domestic nondrinking purposes and as feed water to supply reverse osmosis desalination units. Atlantic 0 5 10 KILOMETERS Modified from . Ocean ~ Isla de Culebra U. S. Geological Survey, 1985 · bb ean Cart St. Thomas t> sea 1.0 percent percent Total withdrawals EXPLANATION Use of fresh ground-water withdrawals during 1985, in percent ~ Public supply ~ Domestic and commercial ~ Agricultural @] Industrial and mining 0.96 million gallons per day Data modified from U.S. Geological Survey, 1990 Figure 123. Most of the water withdrawn from the Kingshill aquifer in 1985 was used (or domestic and commercial purposes. .Minor aquifers SCALE 1:750,000 5 10 MILES 10 KILOMETERS St. Croix W45' _ 17'45~' ............ Figure 124. The central core of volcaniclastic rocks and asso- ciated igneous and sedimentary rocks of each of the islands, along with alluvial deposits in coastal embayments, make up minor aqui- fers that are important sources of water locally in Puerto Rico and the U.S. Virgin Islands. EXPLANATION Volcaniclastic-, igneous·, and sedimentary-rock aquifers Coastal embayment aquifers \ .... .... \ .... .... .... 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R1co Common wealth of Puerto RICo Water Resources Bulletm 7 115 p Putg J C and Rodnguez J M 1993 Ground water resources of the Caguas-Juncos Valley, Puerto RICo w1th a sectwn on General geology by Jesus Rodnguez Martmez U S Geological Survey Water Resources Jnvest1gatJons Report 91-4079 52 p Qumones Aponte Vicente 1986a Water resources of the lower Rio Grande de Arectbo Valley U S Geolog1cal Survey Water Resources Investigations Report 85-4160 38 p ___ 1986b Stmulation of ground water flow m the Rio Yauco al JuvJal valley, Yauco Puerto R1co U S GeologJcal Survey Water Resources Investigations Report 85-4179 32 p South Coast aquifer Bnggs R P and Akers J P 1965 Hydrogeologic map of Puerto R1co and adjacent Jslands U S GeologJcal Survey Hydro Jog 1c JnvestJg at Jons Atlas HA-197 1 sheet scale 1 240 000 1 sheet Dacosta Rafael and Gomez Gomez Fernando 1987 Potentia metnc surface of the alluvJal aqwfer and hydrologtc con d1t10ns m the Guayama quadrangle Puerto R1co, March 1986 U S Geological Survey Water Resources Jnvest1ga t1ons Report 87 - 4162, I sheet Gomez Gomez Fernando 1987 Planmng report for the Canb bean Islands reg1onal aqu1fer system analySIS proJect U S Geological Survey Water Resources lnvestJgatJons Report 86-4074 50 p ---1991 Hydrochemistry of the South Coastal Platn aqwfer system of Puerto R1co and 1ts relatiOn to surface water recharge 1n Gomez Gomez, Ferna ndo QuJ nones Aponte V1cente and Johnson A I , eds Reg1onal aqwfer systems of the Umted States- Aqwfers of the Car 1bbean Islands Amencan Water Resources AssocJatJon Monograph Senes 15 p 57-7 5 Gomez Gomez Fernando and Guzman R1os Senen 1982 Re connatssance of ground water quality throughout Puerto Rtco September-October 1981 US Geologtcal Survey Open Flie Report 82-332, I sheet McClymonds N E 1972 Water resources of the Ponce area Puerto R1co Commonwealth of Puerto R1co Water Re sources Bulletm 14 26 p Qumones Aponte V1cente and Gomez Gomez Fernando 1987 Potent1ometnc surface of the alluvJal aqu1fer and hydrologtc condJtJons m the Salmas quadrangle Puerto R1co March 1986 U S Geolog Jcal Survey Water Resources lnvestJgatJons Report 87-4161 , 1 sheet Renken, R A , D1az, Pedro Gomez Gomez, Fernando, and Qumones Aponte, V1cente, 1990 A hydrolog1c excursiOn to Puerto R1co s southern plam U S GeologJcal Survey Open F1le Report 90-365 24 p Renken R A Gomez Gomez Fernando Qumones Aponte V1cente and Dacosta Rafael 1995, Structure and depo SJ\Jonal patterns and the1r Influence on the hydrauhc con duct1v1ty of fan deltas m southern Puerto R1co, m M1ller R L Escalante, G Rememund J A and Bergm M J eds Energy and Mmeral Potent1al of the Central Amen can-Canbbean Reg1on Clfcum Pac1flc Council for Energy and Mmeral resources Earth SCience Senes Sprmger Verlag v 16 p 369-377 Renken R A Ward W C Gill I P and Rodnguez Martmez Jesus and others m press Geology and hydrology of the Canbbean Islands aqwfer system of the Commonwealth of Puerto R1co and the U S V1rgm Islands U S Geolog1 cal Survey ProfessiOnal Paper 1419 Roman Mas, Angel and Ramos Gmes Orlando 1987 Eleva \Jon of the water table surface for the alluvml aqu1fer and hydrologic condJtJons 1n the Santa lsabel-Juana D1az area Puerto R1co March 1986 U S GeologJcal Survey Water Resources lnvestigattons Report 87-4123 2 sheets Torres Gonzalez S1gfredo and Gomez Gomez Fernando 1987, PotentJometnc surface of the alluv1al aqu1fer and hydro logic conditions m the central Aqwrre quadrangle, Puerto R1co March 1986 U S Geological Survey Water Resources Investigations Report 87-4160 I sheet U S GeologJcal Survey 1990 NatiOnal water summary 1987- Hydrologic events and water supply and use U S GeologJ cal Survey Water Supply Paper 2350 553 p North Coast Limestone aquifer system Gtustt E V 1978 Hydrogeology of the karst of Puerto R1co U S Geological Survey Professional Paper 1012, 68 p Gomez Gomez Fernando 1987 Plannmg report for the Canb bean Islands reg1onal aqu1fer system analys1s project U S GeologJcal Survey Water Resources lnvestJgatJons Report 86-4074 50 p Monroe W H 1976 The karst landforms of Puerto Rtco U S Geologtcal Survey Profess1onal Paper 899 69 p ___ 1980 Geology of the m 1ddle Tertiary formations of Puerto R1co U S GeologiCal Survey Professional Paper 953, 93 p Moussa, M T, and Se1ghe, G A , 1970, RevJsJon of m1d Tertiary stratig raphy of southwestern Puerto Rico Amencan Association of Pe troleum Geolog1sts Bulletin v 54 no 10 p 1 887-1 893 ___ 1975 Strahgraphy and petroleum possJbJIJtJes of m 1ddle Terhary rocks m Puerto R1co Amencan Assoc1ahon of Pe troleum Geologtsts Bulletm v 59 no 1 p 163-168 Renken R A and Gomez Gomez Fernando 1994 Potenttomet nc surfaces of the upper and lower aqu1fers North Coast Limestone aqu1fer system Puerto Rtco U S Geologtcal Survey Open F1le Report 93 - 499 16 p Renken R A Rodnguez Martmez Jesus and Gomez Gomez Fernando 1n press Hydrogeologic framework of the U S Canbbean Islands m Renken R A Ward W C Gill I P and Rodnguez Martmez Jesus and others Geology and hydrology of the Canbbean Islands aqutfer system of the Commonwealth of Puerto R1co and the U S V1rgm Islands US GeologJcal Survey Professional Paper 1419 Renken R A Ward W C G1ll I P , and Rodnguez Martmez, Jesus and others m press Geology and hydrology of the Canbbean Islands aqu1fer system of the Commonwealth of Puerto R1co and the U S Vlfgm Islands U S Geolog1 cal Survey Professional Paper 1419 Rodnquez Martmez Jesus 1991 The hydrogeolog ic framework of the northern coastal prov 1nce aqutfer system of Puerto Rtco 1n Gomez Gomez Fernando Qumones Aponte V1cente and Johnson, A I eds , Reg1onal aqwfer systems of the Umted States- Aqu1fers of the Canbbean Islands Amencan Water Resources Assoc1allon Monograph 15 p 5- 16 Roman Mas Angel and Lee R W 1987 Geochemical evolu t1on of waters w1thm the North Coast hmestone aqu1fer of Puerto Rtco-A conceptuahzatJon based on a flow path 1n the Barceloneta area U S Geological Survey Water Resources Investigations Report 86-4080 28 p 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HydrologJc events and water <upply and use US Geolog1 cal Survey Water Supply P,Jper 2350, 553 p Ward W C Scharlach R A and Hartley J R 1991 Controls on poros1ty and permeab1hty m subsurface Tertiar ~ car bonate rocks of northern Puerto R1co, rn Gomez Gomn Fernando Qumones A'JOnte Vtncente and Johnson A I eds Regional aqutfer ,ystems of the Untted States-Aqm fers of the Canbbear, Islands Amencan Water Resources Assoc1at1on Monograph 15, p 17-23 Ward W C , Scharlach, R A and Hartley J R , 1n press, Geol ogy of the North Coast ground water provmce of Puerto R1co rn Renken R A Ward W C G1ll, I P Rodn guez Martmez Jesus and Gomez Gomez Fernando Ge ology and hydrogeology of the Canbbean Islands aqwfer system of Puerto R1co and the U S Vtrgm Islands U S GeologJcal Survey professional Paper 1419 Kingshill aquifer Cederstrom, D J , 1950, Geology and ground water resources of St Cr01x U S V1rgm Islands US Geological Survey Water Supply Paper 1067 117 p G1ll I P and Hubbard D K 1986 Subsurface geology of the St Crmx carbonate rock system Canbbean Research lnslltute College of the VJrgm Islands Techmcal Report No 26 86 p ___ 1987 Subsurface geology of the St Crotx carbonate sys tern-phase II Canbbean Research Institute College of the V1rgm Islands Techn1cal Report No 28 79 p Glll I P Hubbard D K McLaughlm PP , and Moore C H, 1989 SedJmentologlcal and tectomc evolutJon of Tert1ary St Cr01x rn Hubbard D K Terrestnal and manne geology of St Cro1x U S V~rgm Islands Teague Bay St Cr01x West Jndtes Laboratory Spectal Pubhcallon Number 8 p 49-71 G1ll, I P, Hubbard D K , Mclaughlin P P, and Moore, C H m press Geology of central St CroiX, U S V~rgm Islands U1 Renken, R A , Ward, W C G1ll I P Rodriguez Martmez Jesus, and others, Geology and hydrogeology of the Canbbean Islands aqu1fer system of the Commonwealth of Puerto R1co and the U S V1r g1n Islands U S Geological Survey Professtonal Paper 1419 Hendnckson G E 1963 Ground water for publ1c supply m St Crotx U S V1rgm Islands U S Geologtcal Survey Water Supply Paper 1663-D 27 p Jordan D G 1975 A survey of the water resources ofSt Crotx VlfgJn Islands U S Geological Survey Open F1le Report unnumbered 51 p RobJson T M 1972 Ground water m central St Cr01x U S V1r gm Islands U S GeologJcal Survey Open Flle Report un numbered 18 p Torres Gonzalez Stgfredo and Rodnguez del R1o Fehx 1990 Potent1ometnc surface of the Kmgshtll aqwfer and hydro Jog1c condtttons U S GeologJcal Survey Water Resources lnvestJgattons Report 89-4085, 1 sheet U S Geological Survey 1990 Nat1onal water summary, 1987- HydrologiC events and water supply and use U S Geolog1 cal Survey Water Supply Paper 2350 553 p Ward P E and Jordan D G 1963 Water resources of the V1r gmlslands-A prehmmary appraisal 1963 US Geolog1 cal Survey Open Ftle Report unnumbered 44 p Whetten J T 1966 Geology of St Crotx U S Vlfgm Islands Geological Soc1ety of Amenca Memmr 98 p 179-238 Minor aquifers Cosner 0 J 1972 Water m St John U S Vlfgm Islands U S Geolog1cal Survey Open Ftle Report unnumbered 46 p Graves, R P, 1992, Geohydrology of the Agmrre and Pozo Hondo areas southern Puerto R1co U S Geological Survey Water Resources lnvestJgatJons Report 91-4142, 43 p Jordan D G, 1975 A survey of the water resources of St Cro1x, V1rgm Islands U S GeologJcal Survey Open Flle Report, unnumbered 51 p Jordan D G and Cosner 0 J 1973 A survey of the water resources of St Thomas U S Vlfgm Islands U S Geolog1 cal Survey Open F1le Report unnumbered 55 p Jordan, D G and G1lbert, B K 1976 Water supply and waste disposal Culebra Puerto R1co U S GeologJcal Survey Water Resources lnvest1gat10ns 3-76, 31 p U S Geological Survey 1985 NatJonal water summary 1984- HydrologJc events selected water qual1ty trends and ground water resou rces U S Geo logi cal Survey Water Supply Paper 2275 467 p