C itizen’s Gu i de to D e n v e r Basi n Grou n dwat e r This Citizen’s Guide to Denver Basin Groundwater (2007) is the seventh in a series of educational booklets designed to provide Colorado citizens with balanced and accurate information on a variety of subjects related to water resources. Copyright 2007 by the Colorado Foundation for Water Education. ISBN 978-0-9754075-6-1
Acknowledgements The authors and the Foundation are solely responsible for the contents of this Guide. Authors: Ralf Topper, Colorado Geological Survey Bob Raynolds, Denver Museum of Nature & Science Design: R. Emmett Jordan The Colorado Foundation for Water Education thanks the people and organizations who provided review, comment and assistance in the development of this Guide. The Foundation extends a special thank you to the Colorado Geological Survey, Colorado Water Conservation Board and Suncor Energy Inc. for their generous financial support that made this publication possible.
Colorado Foundation for Water Education 1580 Logan St., Suite 410, Denver, Colorado 80203 • 303-377-4433 • www.cfwe.org
Officers President: Diane Hoppe 1st Vice President: Justice Gregory J. Hobbs, Jr. 2nd Vice President: Matt Cook Secretary: Wendy Hanophy Assistant Secretary: Rita Crumpton Treasurer: Chris Rowe Assistant Treasurer: Ken Lykens
Board of Trustees Staff Steve Acquafresca Becky Brooks Rep. Kathleen Curry Alan Hamel Taylor Hawes Lynn Herkenhoff Sen. Jim Isgar Rod Kuharich Veva McCaig Margaret Medellin Dale Mitchell John Porter John Redifer Rick Sackbauer Robert Sakata Reagan Waskom
Don Glaser, Executive Director Jeannine Tompkins, Office Manager
Mission Statement The mission of the Colorado Foundation for Water Education is to promote better understanding of water resources through education and information. The Foundation does not take an advocacy position on any water issue.
Colorado Foundation for Water Education
About the cover: Inset above homes in Castle Rock, two men pose with their horse-powered well drilling rig. All photographs and illustrations are used with permission and remain the property of the respective photographers (©2007). All rights reserved. Denver Public Library Western History Collection–cover (top), p.1 (bottom), p.12 (top 2), p.15, p.21. Brian Gadbery–cover (bottom), p.10, p.22, p.24, p.28. Ruth Wright–p.1 (top). Emmett Jordan– p.2, p.16, p.17, p.18, p.28, p.29. Eric Wunrow–p.4. Bob Raynolds–p.6 (3), p.8, p.33 (background). iStockPhoto. com–p.32. Jim Richardson–p.33.
Foreword Recent archaeological investigations have unearthed ancient Puebloan
munity-wide water planning efforts proved vital to their success.
reservoirs within Mesa Verde National Park. To support a population
In the semi-arid west, water is viewed by some as an under-val-
that grew into the thousands, the ancestral Puebloans of south-
ued commodity for which our expectations should be modest and
western Colorado learned to plan, build, and operate public works
our willingness to pay, higher.
projects to collect and store water. Some evidence suggests that
Our modern society has more resources than the Puebloans
their disappearance by A.D. 1300 may have been in response to
and can better adapt to changes in the distribution of our natu-
decades of successive drought cycles
ral resources. The administration and
and the subsequent loss of their water
management of water for sustained
supply. Like our predecessors, we need
future growth will become increas-
to develop long-term water supply strat-
ingly complex. This will require more
egies to serve and sustain our growing
reliance on strategies such as aquifer
population. Fortunately, we have more
storage and recovery, conjunctive use
technical and physical resources avail-
of ground and surface water resources,
able to meet our water needs. The chal-
conservation and reuse, and controlled
lenge will be to develop and implement
groundwater pumping. Aside from these engineering and management
effective water supply strategies in a timely and responsible manner.
Excavation of Far View Reservoir, Mesa Verde National Park.
mechanisms, political, economic, and
Many residents of the greater Denver metropolitan area are
personal behaviors may also continue to evolve and our laws
relying on non-renewable groundwater from deep aquifers in
will continue to adapt in order to reflect the true value of safe
the Denver Basin for their water supply. Increased reliance on
and secure water resources for future generations.
this resource has resulted in significant water level declines in
This Citizen’s Guide explores the nature of groundwater in the Denver Basin from a geologic, hydrologic and a sociologic
some areas. Population growth and increasing prosperity result in in-
perspective. Particular attention is devoted to the area of south-
creasing municipal water demands. Projections from the State
ern Arapahoe County and northern Douglas County, commonly
Demographer suggest that 2.8 million new residents will call
referred to as the South Metro Area, because of its rapid growth
Colorado home by the year 2030. Approximately two-thirds of
and reliance on groundwater. Although much is known about
these new citizens will reside along the Front Range. Population
the nature of the Denver Basin aquifers, additional understand-
growth in Colorado will influence changes in lifestyles, land use,
ing is necessary to effectively and wisely use this water sup-
politics, personal values, and economics.
ply. This publication presents information regarding the history,
Perhaps we can learn from the early Puebloans whose com-
status and future of this important water resource. Cowboys water their horses at what was then known as Mummy Lake. Excavation revealed this site was part of an ancient reservoir system and is now known as Far View reservoir.
Citizen’s Guide to Denver Basin Groundwater
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Table of C on t e n ts
Foreword............................................................................................................................ 1 Background........................................................................................................................ 4 Groundwater Basics.......................................................................................................... 6 Studying the Denver Basin............................................................................................... 8 The Geologic Story............................................................................................................ 9
How Geologists Read the Earth’s History from Rocks.......................................... 10
Aquifer Descriptions.............................................................................................. 11
Fountains of Water: Water Use and Regulation........................................................... 12
Denver Basin Groundwater Development............................................................. 13
On the plains, windmills (above, right), which pump groundwater (above) for livestock, are a common sight.
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Colorado Foundation for Water Education
Widespread Use of Wells and Drought Conditions Require
Groundwater Management................................................................................... 14
Regulating the Denver Basin Aquifers................................................................... 16
The Denver Basin Rules......................................................................................... 17
How Much Groundwater is Left?................................................................................... 18
Water Level Trends................................................................................................ 19
How Long Will the Denver Basin Aquifers Last?................................................... 20
Dropping Artesian Pressure................................................................................... 21
Economic Considerations...................................................................................... 21
Regional Water Level Decline and Well to Well Interference................................ 22
Homeowners Hunt for Water.......................................................................................... 24 Population Growth and Development........................................................................... 25 Sustainability................................................................................................................... 26
Converting to Renewable Water............................................................................ 27
Regional Master Plan............................................................................................. 27
Looking for Renewable Water Supplies................................................................ 28
Alternative Management Strategies...................................................................... 29
Timeline of Colorado Groundwater Law....................................................................... 30 Glossary............................................................................................................................ 32 Additional Reading.......................................................................................................... 33
Citizen’s Guide to Denver Basin Groundwater
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W
Water is the life-blood of civilization.
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Colorado Foundation for Water Education
In semi-arid Colorado, we maintain a delicate balance between water supply and demand. Beneath the Denver metro communities lies a tremendous groundwater resource. This resource comprises aquifers that cover an area extending from Colorado Springs on the south to Greeley on the north and from the foothills of the Rocky Mountain foothills on the west to the eastern plains near Limon. This 6,700 square mile area is commonly referred to as the Denver Basin. In the Denver Basin, bedrock aquifers serve as a bank of stored water held in the pores of sandstones and siltstones that are more than 50 million years old. Studies show that it took tens of thousands of years or more for nature to fill this resource. Currently, many individuals and
Bac kground
municipalities in the Denver Basin rely on
flank of the basin near the foothills have
this groundwater for their primary water
already felt the adverse effects of the de-
• Rates of water withdrawal;
the aquifers;
supply, and in some places the decline in
clining levels. For some, the remedy may
• Location of future population growth
water levels is rapid.
be to drill deeper to extend the useful life
and development;
In the 1970s and 1980s when the state
of their wells. For others, this may not
began regulating the pumping of these
be a technically feasible or economically
aquifers, it recognized that they were finite
viable. In some cases, a deeper aquifer
• Aquifer storage and recovery projects;
and received virtually no recharge. In fact,
option may not exist. Still others have
• New regulations and legislation;
Denver Basin aquifer withdrawal results
recognized that they are going to have to
• Water conservation measures and
in mining of the aquifers that depletes the
replace their groundwater supplies with
• The economic value placed on the
water in storage and lowers water levels
renewable sources of water if they are
(pressure head) in wells.
to maintain a sustainable water supply in
Most wells that tap this resource are 500
• Alternate sources of water to meet demands;
the long-term.
water resources
This Citizen’s Guide to Denver Basin
to 2,000 feet deep. As water levels decline,
Eventually the water held in these
Groundwater explores the geology and
well production decreases and more wells
aquifers will be so depleted that addi-
hydrology of our underground water re-
may be required to meet the same demands.
tional pumping will become physically
source, the legal framework developed
Water level declines of more than 20 feet per
and economically impractical. While this
for its administration and management,
year have been observed in the primary aqui-
scenario may seem bleak, an informed
the current development of this resource,
fers used for public water supply in densely
populace can participate in the necessary
and its limitations and sustainability.
populated areas. Such dramatic declines are
long range planning required to assure a
The greatest impacts from increased
the response of confined aquifers to a fo-
sustainable water supply. Factors that will
pumping of these bed rock aquifers is occur-
cused pumping regimen. As pressure levels
influence our groundwater future in the
ring in the South Denver Metropolitan areas
are reduced, these rates of decline may not
Denver Basin include the following:
of southwest Arapahoe County and northern
be sustained into the future.
Douglas County. For this reason, they are an
Some wells located along the western
• The amount of water in storage in
emphasis of much of this document.
Citizen’s Guide to Denver Basin Groundwater
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Grou n dwat e r Basi c s Throughout the Front Range metropolitan area,
luvial deposits, or in narrow crevices
both surface and groundwater are used for ag-
such as fractures and faults in crystal-
riculture, municipal, industrial, and domestic
line rocks. Humans have tapped these
use. Early settlers first diverted surface
water-filled pores and fractures since
water from streams, rivers, and lakes for
early civilization. Globally, groundwater
mining activities, then for irrigation and
accounts for the majority of fresh water
other farm related purposes. Surface wa-
on earth.
ter, with its ready access and storage ca-
Groundwater contained in deep sed-
pability, has historically provided about
imentary rocks such as those found in
80 percent of Colorado’s water supply.
the Denver Basin, has taken thousands
In contrast, groundwater refers to
of years to accumulate. Because of the
all water beneath the land’s surface.
inter-layered nature of the sedimentary
Because it is hidden from view, many
rocks that make up the aquifers, pre-
people think of it in the form of under-
cipitation infiltrating the soil does not
ground lakes, streams and veins. But
immediately impact the amount of wa-
most groundwater is located in very
ter in storage in these aquifers. Natural
small water-filled pore spaces between
recharge to the deeper bedrock aquifers
rock grains in sedimentary rocks, be-
of the basin is so slow that this ground-
tween sand and gravel particles in al-
water is essentially non-renewable.
Groundwater found in sedimentary rock (top) is slow to recharge, while alluvial groundwater quickly interacts with surface water (above).
Water supply wells of record with the State Engineer’s Office as of Feb. 2001.
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Colorado Foundation for Water Education
Finding Water The Denver Basin is a structural sedimentary basin that underlies the Denver metropolitan area from the foothills to the eastern plains. This layered, multi-aquifer system is recognized nationally as a major aquifer. Geologic units underlying the Denver Basin aquifer are also rich in mineral fuels with active production of oil and gas. Historically, coal has been produced from the Laramie Formation of the aquifer system. The structural depression referred to as the Denver Basin extends north and eastward outside of Colorado’s boundaries. This larger basin accumulated sediments as the Western Interior Seaway retreated and the Rocky Mountains rose. However, when the state was called upon to determine how the basin’s water should be used, it mapped out a smaller administrative area where it would focus its efforts. This administrative area covers 6,700 square miles extending into Weld County on the north; El Paso County on the south; Jefferson County on the west; and the eastern portions of Adams, Arapahoe, and Elbert Counties on the east. The thickest portion of the basin lies just west of the town of Parker, where the LaramieFox Hills aquifer is approximately 3,000 feet below the surface. The Denver Basin bedrock aquifer system consists of water-yielding strata, predominantly sandstones and siltstones, of Tertiary- and Cretaceous-age sedimentary rocks deposited 65-70 million years ago. The northern part of the Denver Basin aquifer system underlies the alluvial aquifer of the South Platte River, and is hydraulically connected to that unconsolidated aquifer over part of that area. Structural Sedimentary Basin — A topographically low area in the Earth’s crust in which sediments have accumulated by transport via streams from the adjacent hills.
This electron micrograph (left) shows rock grains and the small pore spaces that provide groundwater storage in the Arapahoe aquifer. The scale bar is equivalent to .5mm (thinner than a fingernail).
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Studying t h e D e n v e r Basi n Denver Basin groundwater refers generally
water in each of Colorado’s major river
las County Water Resources Authority par-
to groundwater within the Dawson, Denver,
basins. The South Platte Decision Sup-
ticipants, Denver Water, and the Colorado
Arapahoe, and Laramie-Fox Hills aquifers. This
port System is currently being developed.
River Water Conservation District.
groundwater has a special classification
In addition to looking at the river system,
This study concluded that water lev-
under Colorado water law. The Colorado
this model also evaluates the Denver Ba-
els will continue to decline in response
legislature exercises absolute authority
sin bedrock aquifers as they interact hy-
to projected pumping rates even with ex-
over how the Denver Basin bedrock aqui-
drologically with the South Platte River
panded conservation and reuse by water
fers are allocated, whereas surface water
alluvial aquifer.
providers. The study further indicated that
and tributary groundwater are subject to
As part of this Decision Support Sys-
continued pumping of the Denver Basin
the Colorado constitution’s prior appro-
tem, the U.S. Geological Survey is develop-
aquifers will produce significant losses to
priation doctrine.
ing a new multi-layered numerical model of
well production, even with the majority of
Our understanding of the hydrogeol-
the Denver Basin. This model will enhance
water still in storage, due to well-to-well
ogy and water availability of the Denver
groundwater administrators‘ and scien-
interference. Well-to-well interference oc-
Basin is still evolving. Many organizations,
tists’ understanding of the impacts of well
curs when densely clustered wells com-
from federal scientific agencies to indi-
pumping, changes in storage and stream
pete for the same stored water.
vidual water districts, have studied this
depletion. Studies by the Denver Museum
In the southern portion of the basin,
aquifer system. During the late 1960s and
of Nature & Science in the late 1990’s, sup-
the El Paso County Water Authority has
early 1970s, geologists with the Colorado
ported by the National Science Founda-
recently prepared a water report to assist
Division of Water Resources and the U.S.
tion, indicated the geological framework of
its members in meeting year 2020 water
Geological Survey began to study the for-
the aquifers was significantly different than
demands. The water report suggests that
mations of the Denver Basin and map the
previously anticipated, resulting in reduc-
“The concept that housing developments
distribution of the aquifers. These efforts
tions in estimates of stored water.
could be initiated with Denver Basin aqui-
continued into the 1980s and resulted in a number of publications.
Recognizing that the depletion of the
fer water and generate sufficient rev-
Denver Basin aquifers is a regional issue,
enues to purchase renewable water as a
In the early 1990s, the Colorado Wa-
individual water suppliers that help serve
long-term water supply solution does not
ter Conservation Board and the Division
the metro area have funded cooperative
acknowledge the complex political, envi-
of Water Resources began funding data
studies to investigate alternatives for meet-
ronmental, and water availability issues
collection and the development of com-
ing future water demands. The South Metro
associated with the development of re-
puter-aided modeling tools called Deci-
Water Supply Study completed in February
newable water resources.” Individual wa-
sion Support Systems, to help administer
2004 was a joint effort between the Doug-
ter districts are also conducting their own investigations in developing their Denver Basin groundwater supplies. Most recently, the Colorado Geological Survey has been conducting detailed hydro-geologic mapping to complement its current surface geologic mapping along the western margin of the Denver Basin. The survey is refining interpretations of the Denver Basin aquifers in the Dawson Butte and Castle Rock South USGS 7.5 minute quadrangles south of Castle Rock. This area includes significant new commercial and residential developments that rely on Denver Basin groundwater, which are on the western margin of the basin where impacts from regional water level declines are currently most severe. This mapping effort will provide important information in support of critical future water management decisions.
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Colorado Foundation for Water Education
Th e Ge ol o g i c Story Groundwater is in rocks. It is not in subterranean pools or in underground rivers. It occurs inside rocks, within pore spaces and between mineral grains. Porous rocks are the storage vessels for groundwater; when these rocks are water-saturated they become aquifers. Have you ever seen the rain “wet” a rock? Once water saturated, many rocks appear darker. Even if the surface water is wiped off, the rock remains damp. A rain100 million years ago
70 million years ago
wet rock provides an illustration of water seeping into the pore spaces of the rock. It is easier to extract or drain water out of coarse-grained rocks like gravels or sandstones, because the pore spaces tend to be large and well connected. The rock is said to have high porosity and permeability. By contrast, fine-grained rocks like mudstones, clays and shales yield water at much lower volumes and slower rates, because the smaller less-connected pore spaces drain less efficiently. Fine-grained
66 million years ago
65 million years ago
rocks yield little water and may even produce impermeable or confining layers separating aquifers. The rocks that make up the groundwater aquifers in the Denver Basin are sedimentary rocks, deposited as beaches and river channel sands as an ancient sea retreated and the Central Rocky Mountains rose. The rocks occur in logical patterns that reflect how and where they were deposited. Because the rock types influence groundwater yield, these depositional patterns directly influence the aquifer’s
55 million years ago
37 million years ago
behavior. These many-million year old beaches and deposited river channel sands create the geologic formations that geologists have labeled, in descending order, the Dawson, Denver, Arapahoe and Laramie Formations, and the Fox Hills Sandstone.
These paintings at left depict Ancient Denvers, scenes from the Front Range as they may have appeared over the past 100 million years. Images from the Denver Museum of Nature & Science. 34 million years ago
16,000 years ago
Citizen’s Guide to Denver Basin Groundwater
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How Geol o g i sts R e a d t h e E a rt h ’ s Hi story To place the groundwater resources of the
years, more than a mile of marine shale,
uplift. The Arapahoe tends to be gravel-rich,
Denver Basin into perspective, it is best to start
rich in sea shells and fossil fish, accumulat-
particularly in the western part of the basin.
with the container—the rocks. Come along, it’s
ed on top of these sediments. These fossils
Detailed mapping and correlation of
a fun story.
are easy to find on the edges of the Denver
data from water wells show that the Arap-
Basin and are on display in museums, such
ahoe Formation was, in part, deposited by
as Denver’s Museum of Nature & Science.
rivers as a giant apron or fan of debris that
The geologic history of Colorado is eloquently written in the rocks beneath our feet. Geologists learn to read this writing,
As the ocean retreated over the next
came out of a vanished canyon located
and they deduce the history of the Earth
million years, a geological layer known as
from clues we can all see.
Fox Hills Sandstone accumulated on top
Over geologic time, these deposits
west of Castle Rock.
Core samples taken from well bores
of the marine shale. Immediately over this
were buried and eventually subsided to
tell geologists that the Denver Basin aqui-
sandstone layer, another geological layer
depths of 2,000 feet or more, where they
fers are curved and layered one on top
full of coal beds, sandstone, shale and
make up the water-saturated sandstone
of another, like a stack of bowls. In some
mudstone beds soon accumulated, repre-
beds of the Arapahoe aquifer. This is one
areas, these rocks are found in thick lay-
senting a swamp-like environment. This is
of the most important aquifers in the basin
ers far underground. At the margins of the
called the Laramie Formation.
and is the major source of groundwater for
basin the layers outcrop, giving scientists
The porous units of these two forma-
a great opportunity to determine what the
tions make up the oldest and deepest of
municipal water users in Douglas County. The Denver and Dawson formations
rocks of the Denver Basin look like under-
the Denver Basin aquifers—the Laramie-
overlie the Arapahoe Formation and in-
ground, and how the aquifers formed.
Fox Hills Aquifer.
termingle with one another. The Dawson
In the Denver area, for example, the
Some 68 million years ago, the Central
tends to be rich in granite fragments,
steeply tilted sandstone ridge west of town
Rocky Mountains were being uplifted by tec-
while the Denver is rich in volcanic com-
at Dinosaur Ridge, near Red Rocks Park,
tonic forces. Tumbling wild from the moun-
ponents. The diversity of the geologic
reveals dinosaur bones and foot prints,
tains came rivers full of the ingredients for a
environments at the time of deposition
ripple marks, and fossil plants. Remains of
series of rock layers that spread across and
results in variable quality aquifers de-
mangrove-type swamps and tidal estuar-
filled the Denver Basin. This variable debris
pending on location within the Denver
ies can be seen on the rocky ridge.
was the genesis for the most water-rich rock
Basin. Generally, the western portion of
Knowing what modern beach and
layers of the Denver Basin. Over the years,
the aquifers are better water producers
near-shore systems look like, geologists
geologists have named these rocks from
than their equivalent units in the central
can deduce that the Dinosaur Ridge out-
older to younger—the Arapahoe, Denver
or on the eastern side of the basin. The
crops are the remains of 100 million year-
and Dawson Formations.
location of a well with respect to the
old shoreline landscapes. Throughout the ensuing 30 million
The Arapahoe Formation is older, representing the onset of significant mountain
ancient sediments is critical to its water producing potential.
Visitors to Dinosaur Ridge near Morrison view 100 million year old Iguanadontid footprints.
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Colorado Foundation for Water Education
feet
Denver
Laramie
6000
Aquifer D e s c ri p t i on s
Arapahoe
In the 1980s, when the State Engineer’s Office was asked to
analogy accurately represents the stacked geologic unit/aquifer
classify the aquifers in the Denver Basin in order to regulate
concept, the basin has an asymmetrical bowl shape in cross-
their use, it divided these sedimentary layers into four aqui-
section that is approximately one-half mile thick and 70 miles
fers: the Dawson, Denver, Arapahoe and Laramie-Fox Hills. The
wide. The asymmetry is expressed by low-angle dips of the
5000 4000
Fox Hills
4 Miles
Pierre
aquifer units imperfectly mimic the distribution of the geologic
aquifers along the northern, eastern, and southern margins and
formations of the same names. The four Denver Basin bedrock
high-angle dips along the western margin. For administrative
aquifer layers are stacked like the layers of an onion. The up-
purposes, their boundaries are defined by the Denver Basin
permost aquifer covers the smallest area. Successive under-
Rules promulgated by the State Engineer in 1985. From the top
lying aquifers cover larger and larger areas. While the onion
down they are:
Rock Names
8000
East 4 Miles
West Dawson Butte
Elevation (feet)
Dawson Aquifer
Vertical Exaggeration Approximately 20x
7000
Denver Aquifer
Arapahoe Aquifer
6000 5000 4000
Laramie/Fox Hills Aquifer
Dawson
Denver
Arapahoe
Laramie-Fox Hills
This shallow uppermost aqui-
Underlying the Dawson aqui-
The Arapahoe aquifer includes
The Laramie-Fox Hills aqui-
fer covers an area of approxi-
fer, the Denver aquifer extends
rock units on the west side of
fer underlies the entire 6,700
mately 1,400 square
miles
further north, east, and south
the basin deposited near the
square
in Douglas County, northern
and covers an area of approxi-
mountains by an ancient river
area of the Denver Basin. It is
El Paso County, and western
mately 3,500 square miles. It
fan system. These units possess
made up of both the beach
Arapahoe and Elbert counties.
typically contains fewer sand-
splendid aquifer characteristics.
sandstones of the Fox Hills and
This aquifer is most commonly
stone beds than the Dawson
This aquifer underlies an area
the overlying river sandstone
tapped by shallow domestic
aquifer because the ancient
of approximately 4,700 square
beds in the lower Laramie For-
wells. Water is found in discon-
meandering rivers were less
miles. Deep municipal wells
mation. Coal beds commonly
tinuous lens-shaped sandstone
common, and mudstone beds
along the I-25 corridor are often
occur in the lower part of the
beds deposited by ancient me-
often predominate. Sandstone
drilled in this aquifer and good
Laramie Formation and water
andering rivers. The rocks are
and pebble compositions are
quality wells yield up to 800 gal-
from this aquifer can be high
typically gravel-like and com-
typically volcanic. Wells com-
lons per minute. The aquifer also
in sulfur. Well yields of 350
posed of weathered granite
monly have yields of between
includes rocks deposited farther
gallons per minute are typi-
with typical well yields up to
50-150 gallons per minute. Ap-
east (away from the mountains)
cal. As the deepest of the four
300 gallons per minute. There
proximately 800 high-capacity
but their fine-grained nature re-
aquifers, it is often considered
are approximately 1,900 high-
wells have been completed in
sults in less productive wells, as
to be the aquifer of last resort
capacity wells completed in the
the Denver aquifer with total
found in eastern Elbert County.
for drinking water supplies.
Dawson aquifer that have been
annual permitted withdrawals
The State Engineer’s Office has
The Laramie-Fox Hills aquifer
permitted to withdraw 30,800
of more than 72,600 acre feet.
issued permits for more than
has seen the development of
1,000 high-capacity wells in the
490 high-capacity wells with
Arapahoe aquifer with maxi-
a permitted cumulative maxi-
mum total annual withdrawals
mum withdrawal of 51,600
of more than 168,700 acre feet.
acre feet.
acre feet annually.
Citizen’s Guide to Denver Basin Groundwater
mile
administrative
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Fountain s of Wat e r : Wat e r Use a n d R e g u l at i on Colorado’s early water development history is tied to the need for irrigation in a semi-arid climate. The diversion of river water for irrigation was first practiced in the mid1800s by two groups of settlers—Hispanic settlers in southern Colorado and pioneers from the eastern states and northern Europe who settled in the South Platte and Arkansas River basins. Legal rights to use water diverted from the rivers and creeks of Colorado became codified into territorial law. Ultimately a system of prior appropriation was devised to govern the use of all surface water in the state, and this concept was included in Colorado’s 1876 Constitution. A simple way to explain this system is “first come, first served,” that is, whoever diverts unappropriated water first for beneficial use, has a senior right. A majority of the laws regarding the use and development of water in Colorado are based on this system of prior appropriations for protection of water rights in order of their priority dates. When many of these laws were created, groundwater use was minimal in most areas. Wells were generally shallow and hand-dug. Windmills dotted the landscape, particularly on the high plains, and pumped limited quantities of groundwater for livestock and homesteads. Almost a century would pass before groundwater pumping would increase dramatically, and require extensive regulations to govern its use. Colorado water law has largely been
Artesian wells were found in many places in Colorado, including this well near Montrose (top). Pressure from artesian wells in Denver (right) were used, among other things, to operate the organ bellows in Trinity Methodist Church (above).
developed through the interaction between water users, water officials, the legislature and the judiciary. Judicial rulings have frequently identified and highlighted emerging groundwater issues. Rules governing the use of Denver Basin groundwater have evolved over time as our understanding and use of these
Artesian well or artesian spring — A well or
aquifers has increased.
spring that taps groundwater under pressure such that the water rises above the top of the aquifer, but may not come to the surface, without pumping. If the water naturally rises above the surface, it is known as a flowing artesian well. 12 |
Colorado Foundation for Water Education
D enver Basi n Grou n dwat e r D ev e l op m e n t Colorado Scientific Society members researched
funds from the Department of the Interior.
The fabulous artesian pressures from
and documented the artesian wells of Denver
In 1873, this study became known as the
these wells were put to many innovative
as early as 1884. According to historical ac-
United States Geological and Geographi-
uses. They helped produce the decorative
counts, R. R. McCormick was boring for
cal Survey of the Territories, or the “Hayden
fountains at Union Station, provided a pow-
coal in a ravine by St. Luke’s Hospital in
Survey.” His work showed artesian ground-
er assist for the elevators at the Brown Pal-
north Denver, when he struck the first arte-
water to be common along the western
ace Hotel, and operated the organ bellows
sian water. Due to its purity and superiority
edge of the Denver Basin from the towns
at the Trinity Methodist Church. By 1895,
over the water furnished from the South
of Marshall (near Boulder) to Sedalia, in
nearly 400 wells had been drilled in the vi-
Platte River by the Denver Water Company,
areas well known for their tilted sandstone
cinity of Denver and surrounding areas.
his discovery soon led to more interest in
outcrops. The outcrops measured 200 to
But they soon began to play out. By
widespread groundwater development.
600 feet higher than the City of Denver, and
the mid-1890s considerable pressure
Much discussion ensued in the scien-
were thought to be areas of aquifer recharge
losses had already been observed in the
tific and business community about the
whose elevation could account for the pres-
city wells and official investigations began
potential source of this gushing water.
sure in the artesian wells of Denver.
as to its cause. To some, this free-flowing
Many thought the water was derived from
By 1890, numerous artesian wells
water was being wasted by extravagance
seepage from reservoirs nearby, but other
had been drilled in the area. At the
and ignorance, and there was talk of new,
scientists correctly asserted this water was
lowest elevations in the basin, artesian
special legislation to prevent its waste.
artesian–emanating from deep sandstone
pressure pushed water more than 100
However, it would not be until the 1950s
layers under considerable pressure.
feet above the ground. Two main wa-
that new technology, population growth
The geology of the countryside around
ter-bearing sandstone layers had been
and drought would combine to push the
Denver was first described and mapped
identified at depths of 375 and 600 feet
state’s first set of extensive groundwater
by Ferdinand V. Hayden in the 1870’s with
in downtown Denver.
regulations into place.
Confined or Artesian Aquifers
The term water level ( ) is used in this document in reference to a completed well, whether it is the water table of an unconfined aquifer or the artesian head of a confined aquifer.
Confined or artesian aquifers are completely saturated geo-
hundred feet higher in elevation than most of the basin. Over
logic units in which the water is under pressure (artesian
most of the basin, the Denver, Arapahoe, and Laramie-Fox Hills
head) as a result of an overlying low permeability confining
aquifers are confined such that water levels in wells rise above
layer that prevents the free movement of air and water. As the
the top of the aquifer. The water produced from wells drawing
early geologists surmised, the Denver Basin aquifers were un-
on the artesian head represents a very small amount of the total
der artesian pressure because the recharge areas were several
water in storage as the aquifer is not being physically drained.
Citizen’s Guide to Denver Basin Groundwater
| 13
Widespre a d Use of We l l s a n d D rou g h t C on ditions R e qu i re Grou n dwat e r M a nag ement Although groundwater use in Colorado dates
realization that the Ogallala aquifer, in
face streams. Creating the category
back to the late 1800’s, it was not until the
particular, was being mined well be-
“designated
1950s that well drilling became widespread.
yond its recharge capacity. In 1957, the
first statutory departure from the “all
The loss of surface water supplies during
General Assembly created the Colorado
groundwater is tributary to streams”
the drought of the 1950s, together with
Ground Water Commission for the pur-
rule recognized by the Colorado Su-
expansion of rural electric co-ops and the
pose of examining and possibly regulat-
preme Court to protect appropriators
development of vertical turbine pumps,
ing critical groundwater areas. In 1965,
of natural stream waters.
led to expanded groundwater pumping
it gave the Commission authority to des-
Unlike tributary groundwater or sur-
east of the Continental Divide between
ignate groundwater basins where the
face water, designated groundwater is
1943 and 1969.
principal reliable source of water supply
regulated by the Ground Water Commis-
is groundwater with little connection to
sion and is not subject to court adjudi-
surface water.
cation. The Ground Water Commission
Existing vested surface rights holders in the South Platte and Arkansas river basins
groundwater”
was
the
became concerned that un-administered
The Commission has established
uses a modified appropriation system
diversion of tributary groundwater through
eight designated groundwater basins
to allocate designated groundwater out-
wells could be intercepting water needed
in eastern Colorado, four of which (Lost
side of the Denver Basin on a permit by
to fulfill senior surface water rights. This
Creek, Kiowa Bijou, Upper Big Sandy,
permit basis. But, the General Assembly
led to statutes and court decisions in the
and Upper Black Squirrel Creek) cover
has directed that designated groundwa-
1950s and 1960s requiring the State Engi-
the rural eastern 47 percent of the Den-
ter within the Denver Basin shall be al-
neer to administer tributary groundwater
ver Basin. By establishing the designat-
located to the owners of the overlying
under the doctrine of prior appropriation.
ed basins, the State General Assembly
land, based on the hundred year pump-
In the high plains area of Colorado,
acknowledged that some groundwater
ing regime that applies to the four aqui-
intensified irrigation pumping led to a
had little or no connection to the sur-
fers of the Denver Basin.
Designated
Groundwater
under
supplement to any significant degree
The Two Main Types of Groundwater
continuously flowing surface streams.
It is important to understand the two
It is regulated by the Colorado Ground
main categories that are used to talk
Water Commission.
about groundwater: Tributary and
natural conditions does not recharge or
Non-tributary. Tributary groundwater is hydraulically connected to a surface stream and can influence the amount or direction of flow of water in that stream. Water in sand and gravel alluvial aquifers adjacent to major rivers is an excellent example of tributary groundwater. Non-tributary groundwater is typically produced from aquifers geologically confined such that they have little physical connection to surface waters. With the exception of the Colorado Designated Groundwater Basins
uppermost portion of the Dawson aquifer, groundwater contained under confined conditions in the Denver Basin aquifers is considered to be non-tributary.
14 |
Colorado Foundation for Water Education
Deep Groundwater Gets a
and set criteria for the State Engineer to
100-Year Minimum Aquifer Life
follow in issuing well permits in these
Between 1965 and 1973, many new wells
bedrock aquifers.
were being drilled into the deep bedrock
For the first time, the general assembly
aquifers of the Denver Basin. This includ-
spelled out that landowners had the right
ed areas in the South Platte River basin
to develop deep non-tributary groundwa-
and in the south Denver metro area.
ter underlying their property. To set a limit
Concern over the amount of water
on pumping rates, the legislature adopted
being pumped and the life of these aqui-
a 100-year pumping regime. Regulations
fers led to Senate Bill 213 passed in 1973.
were implemented that allowed landown-
This legislation established how water
ers to withdraw water at the rate of one
pumped from deep and potentially non-
percent of the aquifer resource under
renewable aquifers should be managed
their property per year.
Does a Well Permit Guarantee a 100-year Water Supply? A Denver Basin well permit does not guarantee a 100-year water supply. Actually, the well permit gives a person the legal right to drill for water. Even when water is encountered, an estimate of available water is made, and a one percent withdrawal rate determined. Because of the uncertainty of available water estimates, the supply may last more or less than 100 years.
A group of Montrose, Colorado, citizens (circa 1885) pose in front of equipment used to drill an artesian well in Montrose County.
Citizen’s Guide to Denver Basin Groundwater
| 15
R egul ati n g t h e D e n v e r Basi n Aqu i f e r s In the late 1970s, groundwater speculation as
In the mid-1980s a separate “Blue
well as large new housing developments that
Ribbon” committee was also convened
applied for groundwater permits precipitated
by Gov. Richard Lamm to develop a set
Statutory Groundwater Definitions
concerns about sustainable water supplies for
of recommendations to the legislature
Designated Basin Groundwater—Desig-
the Front Range.
regarding the future management of
nated groundwater is water that under
this resource. Among their findings are
natural conditions would not recharge or
the following:
supplement continuously flowing surface
The state legislature and Denver Regional Council of Governments created
streams. It is specific to deep groundwa-
a groundwater task force charged with making recommendations about pump-
• The prior appropriation doctrine
ter underlying the eight “designated basin”
ing water from the area’s deep aquifers.
does not work for deep non-tribu-
areas created by the Colorado Ground
The following were among the panel’s
tary groundwater. Preventing injury
Water Commission, located on Colorado’s
main conclusions:
to senior water rights is central to
eastern plains. This is considered non-
the prior appropriation system.
tributary and is regulated under specific
However, the interdependent and
designated basin rules.
• The bedrock aquifers underlying the
Tributary Groundwater—Water hydraulically
greater metro area contained large
artesian nature of the Denver Basin
amounts of water that could be a
aquifer system makes that protec-
connected to a surface stream that can
great asset to supplement water
tion impossible if the resource is to
influence the amount or direction of flow
supplies for the Front Range;
be developed. After the first well
of water in that stream. It is regulated by
starts pumping, all subsequent
the prior appropriation system, like other
at the edge of the Denver Basin,
wells will naturally deplete that first
surface water rights.
where the aquifers are thin, may be
well’s original artesian pressure.
depleted, need to be re-drilled, or
Protecting “senior” rights from any
pumping of which in 100 years will not
depletion just isn’t possible.
deplete the flow of a natural stream at
• Artesian wells and wells drilled
run dry before others; • Economics would likely be the
• Deep bedrock aquifers should be
Non-Tributary Groundwater—Water the
an annual rate greater than 1/10th of one
deciding factor in limiting this water
pumped with special care, because
percent of the annual rate of withdrawal
resource;
they are essentially non-renewable, or
from the well.
renew over very long time frames.
• Decreased yields could cause seri-
Not-Nontributary Groundwater—Denver Basin groundwater that is connected with
ous social and economic problems,
• No groundwater is completely non-
but this should not prohibit develop-
tributary and if it does adversely
surface streams or the deeper aquifers
ment of the Denver Basin aquifers.
affect surface streams, water rights
where they outcrop. If pumped, these
holders should be compensated by
withdrawals would deplete the flow of a
returning some water to the stream.
natural stream at an annual rate greater
• The interests of overlying landowners should be clarified.
Augmentation plans are court approved plans under the priority system to protect senior surface rights and are generally developed by engineers, lawyers, and other consultants. They allow for out-of-priority diversions by replacing water in the stream that junior users consume.
16 |
Colorado Foundation for Water Education
than 1/10th of one percent the annual rate of withdrawal from the well.
The D env e r Basi n Ru l e s
Areas along the South Platte River contain not-nontributary groundwater. In 1985, complex legislation commonly known
overlying streams, and were actually not
Senate Bill 5 required that the Denver
as Senate Bill 5 took into consideration the rec-
non-tributary. Unfortunately, the confus-
Basin aquifers be evaluated for their po-
ommendations of the “blue ribbon” committee.
ing wording “not-nontributary” stuck dur-
tential hydraulic connection to surface
Specific statutory language and definitions were
ing the rule-making process and is still
water. This was accomplished by the
developed to address the allocation of the Denver
used today.
State Engineer’s Office through model-
Basin and Dakota aquifers, as well as all other
Not-nontributary groundwater refers
ing. To avoid having to evaluate how to
non-tributary groundwater statewide. Senate
to those parts of the Denver Basin aqui-
replace this water on a case-by-case ba-
Bill 5 also required the State Engineer to
fers which are in some way connected to
sis, a blanket strategy for replacing water
promulgate rules and regulations govern-
surface streams or the aquifers where they
potentially removed from local rivers by
ing the withdrawal of groundwater from
outcrop. Examples that contain not-non-
well pumping was implemented. The leg-
the Denver Basin aquifers by December
tributary groundwater are areas along the
islation required judicial approval of plans
31, 1985. These became know as The Den-
South Platte River or the various streams
for augmentation at different standards
ver Basin Rules. While this legislation did
within the basin such as Monument Creek,
of four percent of withdrawals or actual
not specify how groundwater in the basin
Plum Creek and Cherry Creek.
depletions depending upon the aquifer
should be managed over the long-term,
For parts of the Denver Basin not within
and the distance from the stream contact.
it did provide a basic legal framework for
a designated basin, the water court has ju-
These replacement requirements do not
how the groundwater of the Denver Basin
risdiction to enter decrees for the use of
apply to groundwater within the desig-
should be allocated.
water. In the designated parts of the Den-
nated basins.
By enacting this legislation, the Gen-
ver Basin, the 1/100th per year pumping
eral Assembly agreed that it was accept-
rule applies and the Ground Water Com-
Municipal Rights to
able to mine the Denver Basin aquifers
mission makes all determinations regard-
Denver Basin Groundwater
by taking out more water than was being
ing the allocation and use of water.
As development of the Denver Basin aquifers progressed, cities and water districts
replaced. This was allowable even though reduction in the artesian head or water
Replacing Depletions from Streams
wondered what rights they have to develop
levels in the aquifers would occur, and
Though the General Assembly defined
groundwater beneath their communities.
some wells might be impaired.
non-tributary groundwater as not con-
Initially, water was allocated to the
The legislature also clarified that non-
nected to surface water, they realized
overlying landowner at the rate of one
tributary groundwater is “water which in
some hydrologic connection may be evi-
percent of the aquifer resource per year.
100 years will not deplete the flow of a
denced over very long timeframes. Con-
Landowner consent is normally required
natural stream at an annual rate greater
sequently, Senate Bill 5 provided that not
to extract Denver bedrock water from un-
than 1/10th of one percent of the annual
all the water withdrawn from the non-trib-
der a person’s property.
depletion from the well.” This definition
utary Denver Basin aquifers could be con-
SB 5 clarified that municipalities and
applies primarily to the Denver, Arapahoe
sumed; two percent had to be replaced.
water districts by implied consent may
and Laramie-Fox Hills aquifers.
The State Engineer generally assumes
utilize the Denver Basin groundwater re-
that this provision is met by return flows
sources within their boundaries, if they
from outdoor watering or other sources.
provide a reasonable alternative water
The legislature also recognized that some of the deep Denver Basin aquifers were not completely dissociated from
The not-nontributary designation in
supply to the land owners.
Citizen’s Guide to Denver Basin Groundwater
| 17
How Muc h Grou n dwat e r i s L e f t ? Current estimates are that the basin contains
has become a significant input of water
aquifer is used as a municipal water supply
over 200 million acre feet of recoverable water
for portions of these two aquifers and
in the southeast Denver metropolitan area,
in storage. Since most of the water produc-
may account for some of the observed
resulting in localized water-level declines of
tion to date is from the artesian portion
water level increases.
up to 125 feet in the past decade.
of the aquifers, we’ve used less than one
Water level trends in the dominant mu-
Annual water level changes for the
percent of the water in storage. Yet, in the
nicipal water supply aquifers, the Arapa-
Denver, Arapahoe, and Laramie-Fox Hills
most heavily developed aquifers water
hoe and Laramie-Fox Hills, are not favor-
aquifers are shown in the sidebar on
levels (artesian pressures) are declining
able. Over the past 10 years, water levels
page 24. These patterns emphasize that
at rates of one inch per day (30 feet per
have declined throughout the Arapahoe
in areas of high demand along the Front
year). More important than how quickly
aquifer. Between 1990 and 2000, develop-
Range, groundwater resources are being
they are dropping is how long it will be
ment in the south Denver metro area of
withdrawn from the Denver Basin bedrock
economically feasible to continue signifi-
northern Douglas County and southern
aquifers at rates in excess of recharge, re-
cant pumping of these resources.
Arapahoe county has resulted in declines
sulting in a mining condition that depletes
Each year, groundwater measure-
from 100 to almost 300 feet. With local de-
the groundwater in storage and lowers
ments from select wells in the Denver
cline rates of up to 40 feet per year, the fu-
water levels in wells.
Basin are published by the Colorado Divi-
ture prospects for this aquifer are of great
sion of Water Resources. The validity of
concern to water managers.
By contrast, in certain areas in the central and eastern portions of the aqui-
these data is sometimes questioned be-
Annual decline rates of this magni-
fer, water levels are either stable or may
cause the wells measured are not dedicat-
tude were simulated by computer models
ed monitoring wells and vary significantly
as part of the 2004 South Metro Water
It is important to note, however, that
in age and how they are pumped, among
Supply Study—a joint effort between the
the hydrogeological characteristics of the
other differences. However, consistent
Douglas County Water Resources Author-
Denver Basin aquifers localize the effects
annual trends in the data allow engineers
ity, Denver Water and the Colorado River
of pumping. Pressure changes are not
and hydrologists to infer the gain or loss
Water Conservation District to look at al-
being felt over the entire basin as con-
of water storage in these aquifers.
ternative sources of water supply.
ventional theory would predict. The sedi-
be rising.
The data indicate that depending on the
Model results predicted the Arapahoe
mentary rock formations that hold water
aquifer and the well’s location, water levels
aquifer in southern Arapahoe and northern
in these aquifers do not allow significant
in the Denver Basin aquifers are either rela-
Douglas counties along the I-25 corridor
groundwater movement laterally across
tively stable, declining, or even rising.
will become unconfined by the year 2020,
the basin over short periods.
or sooner. This means that the artesian
This means that even if groundwater
Water Level Trends
pressure head of the aquifer will have been
levels are not dropping in the eastern
For the shallower Dawson and Denver
drawn off, and wells will begin physically
portion of the basin, in terms of human
aquifers, water level data show both rises
draining the pore space of the aquifer.
life-spans, those portions of the aquifer
and declines depending upon location.
Throughout the past 10 years water lev-
cannot compensate for the significant wa-
With the housing development boom of
els in portions of the Laramie-Fox Hills aqui-
ter draw downs created by the pumping
the last decade, lawn irrigation recharge
fer have also declined. The Laramie-Fox Hills
stresses of the south metro area.
18 |
Colorado Foundation for Water Education
In t roduction 5 66 03 nwsene - 28491F 6000
6000
5500
5500
31 ft/yr
5 67 20 nenwsw - 17421F 6000
4500 20 00
19 95
Water Level Changes in the Arapahoe Aquifer 1983-2006
19 90
20 00
19 95
19 90
19 85
4500
5000
19 85
5000
6 66 17 nwse - Stonegate 6000
5500
24 ft/yr
19 95
19 90
20 00
19 9
30 ft/yr
19 85
4500 19 95
4500 0
5000
19 85
5000
20 00
5500
6 66 34 nenesw - 29735
5 67 34 sese - 7729F 6000
6000
26 ft/yr
5500
20
00
19 95
19 85
00 20
19 9
19 95
4500 0
4500 19 85
5000
0
20 ft/yr
5000
19 9
5500
7 67 21 sene - 29574F
6 68 01 nenesw - 21905F 6000
6000
28 ft/yr
5500
5500
20 00
19 95
19 85
20 00
19 9
19 95
4500 0
4500 19 85
5000
19 90
28 ft/yr 5000
8 66 09 nenesw - 25602F
6 67 20 swswsw - 22189F 6000
6000
20 00
19 95
19 90
19 85
4500
8 67 08 swsw - 25601F 6000
48 ft/yr
5500
20
00
19 95
0
5000
4500 20 00
5000
43 ft/yr
5500
19 95
23 ft/yr
Graphs illustrating the falling water levels/artesian head in municipal water wells in the Arapahoe aquifer as reported by the Colorado State Engineer. Each graph shows the elevation (in feet) of the water level plotted against time, and each represents a well located at the spot indicated by the arrow to the map. The red line is the best fit line showing the long term rate of fall. As water level data is not reported systematically, some wells have more measurements than others.
19 85
5500
6000
0
19 9
20 00
8 67 12 swne - 22664F
7 67 04 nese - 28858F 6000
19 9
4500 19 85
4500 19 95
5000
0
5000
19 85
23 ft/yr
5500
24 ft/yr
19 9
5500
8 67 14 nwse - 237969 6000
5500
Citizen’s Guide to Denver Basin Groundwater
00 20
19 95
19 9
19 85
20 00
19 95
4500 19 90
4500 19 85
5000
0
32 ft/yr 5000
| 1 9
How L ong Wi l l t h e D e n v e r Basi n Aqu i f e r s L ast? State statutes presume the productive life of the
in substantial revisions to estimates of the
at the State Engineer’s Office indicates ex-
Denver Basin aquifers to be at least 100 years,
amount of groundwater available for ex-
empt and non-exempt Denver Basin wells
and permit well pumping up to one percent of that
traction. In the late 1980s, the actual amount
are authorized to withdraw as much as
supply per year. But well permits do not guar-
of water stored in the Denver Basin aquifer
350,000 acre feet of groundwater per year
antee water will be available for a century
system—from the foothills to east Elbert
from all four aquifers. Assuming this rate of
or more. Well permits actually only grant
County—was estimated by the U.S. Geolog-
production is accurate and fixed, then 200
the right to drill for water and pump at the
ical Survey to be 467 million acre feet, with
million acre feet of water in storage could
stipulated rates.
269 million acre feet being recoverable by
last approximately 570 years.
Much time and money is spent trying
pumping. While gravity will help drain out
Although a 570-year aquifer life sounds
to understand how and when water sup-
much of the water, some will necessarily re-
promising, scientists and water managers
plied from the Denver Basin aquifers will
main in the rock clinging to particles. That
are concerned that these estimates may be
change from confined to unconfined con-
is why recoverable reserves are always less
misleading. Evaluating the recoverable stor-
ditions. These include extensive computer
than actual reserves.
age of these aquifers still assumes that the
models developed by the USGS, the Divi-
Today, new data indicates that actual
aquifers will be drained almost completely.
sion of Water Resources, and various aca-
aquifer yields may be one-third less than pre-
However, wells are physically incapable of
demic and consulting groups.
viously predicted. In 1999, a continuous core
draining an aquifer to that extent. In addi-
Such models were used when the regu-
drilled in the central part of the Denver Basin
tion, much of the estimated recoverable re-
lations allocating Denver Basin groundwa-
by the Denver Museum of Nature & Science
source is spread across the eastern part of
ter were first developed in the mid-1980s.
provided a series of geologic samples. Anal-
the basin, where demand is minimal and the
They estimated, for example, the amount of
ysis of these samples and other recent data
cost of extraction and conveyance is pres-
recoverable water from each aquifer.
have helped to refine estimates of recover-
ently prohibitive. Because of uncertainty in
able water. Current estimates are that about
the basin hydraulics there are many wells in
200 million acre feet may be recoverable.
the Denver Basin that may not have a 100-
Over the past decade, a somewhat refined understanding of the geological characteristics of these aquifers has resulted
Analysis of permitted wells recorded
year useful life.
Confined v. Unconfined Aquifers In certain locations on the edges of the Denver Basin, the aqui-
confining pressures.
fers outcrop to the surface. This connection to the surface, lack
Increased groundwater withdrawals from the Denver Basin’s
of overlying confining layers, and a water table that is directly
confined aquifers (the Denver, Arapahoe, and Laramie-Fox Hills
influenced by precipitation, creates what hydrogeologists call
systems) are beginning to convert these aquifers from confined
unconfined conditions along the edge of the basin.
to unconfined conditions.
This is in contrast to the majority of the Denver Basin where
As an aquifer becomes unconfined, it is no longer under pres-
aquifers that are buried deep underground, separated from sur-
sure and its water begins to drain from the pore spaces between the
face streams by intervening impermeable layers of shale and
rock grains. It is theorized the rate of water level decline in the aquifer
claystone. In these areas the aquifers are said to be confined as
should decrease as the previously confined aquifer goes unconfined.
the water level in a well rises above the top of the aquifer due to
It is also anticipated that well production rates will diminish.
Shale
20 |
Colorado Foundation for Water Education
D ropping A rt e sia n P re s su re Artesian pressures dropped in the Denver Basin
newable water resources. The acquisi-
aquifers as soon as widespread pumping began
tion of new water supplies is not simply
more than 100 years ago. And, it will continue
a financial transaction.
to happen in response to pumping because of the unique hydraulics of the basin.
It is likely that economics will prevent the Denver Basin aquifers from being com-
Back in the 1970s and 1980s when sci-
pletely exhausted. Over time, large-capac-
entists, engineers, lawyers and others were
ity pumping may become so expensive
struggling to come up with a set of rules to
that it simply becomes too costly to drill
regulate pumping in the Denver Basin, the
more wells or to keep pumping existing
drawdown of water levels (artesian head)
wells with diminishing returns.
Artesian pressures dropped in the Denver Basin aquifers as soon as widespread pumping began more than 100 years ago.
and potential injury to some wells owners was understood as inevitable. And over time, dropping artesian pres-
Cascading Reduction in Well Yield 80
sures has made extraction of water less efficient and more costly in some areas. Artethe total elevation the pumps must lift water. But with declining water levels, larger pumps
amount of water. This problem has already started to occur in some south metro areas of the basin that are being drawn down by municipal pumping. Economic Considerations At the end of the day, the amount of water available from the Denver Basin may be limited by economics, as much or more than by state regulations
B
50
C
7th Well 6th Well 5th Well
age will be required to produce the same
60
4th Well
and motors, as well as increasing energy us-
70
PUMPING RATE (in acre feet per year)
sian pressure assists well pumps by reducing
A
40 30
2 nd We ll
1st Well
20
3 rd
W el
l
10 0 0
20
40
or the amount of water in storage.
Years
60
80
100
While it may seem that giving a re-
To illustrate the cascading reduction in well yield and requirement to drill more and more
source a 100-year or even 400-year life is
wells to maintain a specific production requirement, we reference an example from the US
short-sighted, some also see it as an impor-
Geological Survey.
tant compromise that allows development
Assume that well A produces 40 acre feet per year when initially completed,
of the south metro area, while buying time
and it experiences a fixed rate of water level decline that causes the aquifer to be
for those same developments to generate
dewatered in 100 years. If the required application needs 30 acre feet per year,
the revenues needed to acquire renewable
well A needs to be augmented in 25 years. So we drill well B, and the combined
water supplies—or encourage annexation
yield of both wells far surpasses our fixed yield, but the combined well yield
of developments by municipal providers.
decreases more rapidly. In another 27 years a third well (C) is required to maintain
This interim use/revenue generating
the required production capacity. With three wells operating we again exceed our
concept, however, does not necessarily
water need, but due to declining water levels and well-to-well interferences it will
factor in all the complex political, social,
only be 13 years before a fourth well is needed. You can see from the graph above
economic and environmental issues as-
that this sequence will continue at an ever increasing frequency even though the
sociated with the development of re-
water level is declining at a constant rate. In this example, if the cost of constructing and equipping each well is $ 500,000 then the water cost for the first well is $267 per acre-foot. Because of reduced total production as more wells are added, the water cost for the sixth well is $13,500 per acre-foot. This simple example does not include increased operation expenses. Clearly the economics of relying on non-renewable groundwater supplies as a primary resource are not favorable in the long-term.
| 21
Denver Aquifer
In Parker and Castle Rock where municipal wells are pumping large volumes of water, water levels are declining.
R e g i ona l Wat e r L ev e l D e c l i ne a n d We l l to We l l In t e rf e re nce Arapahoe Aquifer
Drilling more and more wells is not necessarily a
water, water levels are declining—in some
viable long-term solution. A pumping well pro-
cases quite dramatically. In areas where
duces a cone of depression in the ground-
there are fewer wells or production rates
water around that well. Cones of depression
are lower, such as in the majority of the
from multiple wells in a well field overlap
eastern half of the basin, water levels are
and accentuate each other resulting in a
falling more slowly or remaining stable.
greater regional water level decline.
Laramie-Fox Hills Aquifer
Annual rates of water level change in wells in the aquifers of the Denver Basin. More than -48 feet -48 to -40 feet -40 to -32 feet -32 to -24 feet -24 to -16 feet -16 to -8 feet -8 to 0 feet 0 to +8 feet +8 to +16 feet 22 |
The Denver Basin aquifers also differ
Computer modeling results from the
in physical character and water holding
2004 South Metro Water Supply Study
capacity from one side of the basin to
indicated that the combined effect of re-
the other. For example, the sandstones
gional water level declines and well-to-
within the Arapahoe aquifer are thick
well interferences may result in produc-
and have the best water storage prop-
tion loss of as much as 85 percent in the
erties near the mountains on the west
Arapahoe aquifer by 2050.
side of the basin. However, they become thin to nearly insignificant on the
Location, Location
eastern edge of the basin.
Determining how much water will be
The area “in the margin” or on the
available to current and future groundwa-
outer edges of the bowl—if one thinks of
ter users in the Denver Basin is dependent
the Denver Basin aquifer as a series of
on the aquifer tapped, and the location of
stacked bowls—are the most vulnerable
the well.
to dropping water levels. For example,
In high population areas such as Park-
some well users living on the western
er and Castle Rock where there are many
margin of the Denver Basin in Douglas
municipal wells pumping large volumes of
County, have already been forced to
Colorado Foundation for Water Education
Douglas County The orange area has been defined by Douglas County commissioners as Margin A, where dried up wells and lowered pressure have forced limits on development. The yellow area is in less danger but still faces problems.
Water table declines are so prevalent in some areas of Douglas County that the county has developed maps highlighting these areas, and requires developers in these areas to find renewable, sustainable water supplies. These regions are referred to as Water Supply Overlay District Margins A and B (see map). It is anticipated that at the current rates of decline, many of the well users in these areas may not have available groundwater supplies in 15 years. deepen their wells or pumps in an at-
have to deepen their wells, the sustain-
Basin aquifers for municipal water sup-
tempt to find more water.
ability of this resource is promising.
ply. As a consequence, its water levels
In contrast, outside of these marginal
It is important to note that vertical
are dropping the fastest, particularly in
areas, there are many well owners with
transmission of water between the Den-
the south metro area where high-vol-
shallow wells which tap Denver and Daw-
ver Basin aquifers is extremely slow. For
ume municipal wells are operating.
son aquifers that are not experiencing any
this reason, the deeper aquifers being
These wells are often 1,500 to 2,000 feet
water level declines. Most are relatively
tapped and depleted by municipal users
deep and can pump at rates of 700-800
shallow, low-yield wells drilled by indi-
are not drawing water in any meaningful
gallons per minute or more. Sustainable
vidual landowners or developers to serve
way from the overlying aquifers being
water supply strategies are being devel-
household needs or a smaller subdivi-
tapped by individual homeowners.
oped and implemented to maximize the
sion. Because the draw on these shallow
useful life of these wells. The strategies
aquifers is spread over large areas, and
Arapahoe Aquifer Dropping Fastest
include water conservation, conjunctive
extraction rates are lower, water levels
Efficient well production combined with
use of surface groundwater and ground-
in these aquifers are stable or falling at a
good water quality makes the Arapahoe
water recharge.
slower rate. Although homeowners may
aquifer the most desirable of the Denver
Citizen’s Guide to Denver Basin Groundwater
| 23
Homeown e r s Hu n t f or Wat e r Plum Valley Heights, a small subdivision of horse properties tucked in the foothills between Sedalia and Highlands Ranch, has just 29 homes and is still dependent on non-renewable groundwater. And it’s running out. For Jack McCormick and his neighbors, that spells problems in so many ways. They aren’t connected to a surface water supply, their aquifer levels are falling, Colorado water law doesn’t protect them, and other booming metro communities might or might not be amenable to helping. “It’s a crisis for us in the margin,” McCormick says one misty spring afternoon, as he speaks with visitors in his dining room. He’s got maps to show where the basins and urban areas are, as well as the small communities in the Chatfield area cut off from the urban infrastructure. “We’re in the most tenuous part of the county.” Plum Valley Heights is on the rim of the stacked and tilted bowls of the Denver Basin aquifers and is the first to feel the effects of a diminishing groundwater supply. McCormick’s first well was drilled 408 feet into the shallow Dawson aquifer. It initially produced 5 gallons a minute, but production finally dropped to a point where it was no longer useful. Next, McCormick drilled a new well into the lower Arapahoe aquifer. Since 1987, the well’s static level has dropped 7 to 10 feet a year. Four times since then the pump’s been lowered, chasing the dropping water table. He estimates the well’s life may be only 1015 more years, depending on technology. “Less than a half mile away, one of my neighbors has his pump as low as it can go,” McCormick says. “These folks up here,” he says pointing to a small enclave north of his property. “They’ve been hauling water for years.” “One of the things we need for certain is a remedy,” McCormick says. “I’d be hard pressed to prove Highlands Ranch is pumping our water. We need legislation that adequately defines injury.” McCormick and his neighbors have been “working the issue.” They aren’t rookies. The residents of Plum Valley and the surrounding communities have been talking to county commissioners, lobbying for legislation, searching for renewable water sources in conjunction with new developers, and teaming up with their 30,000 or so rural neighbors in Louviers, Chatfield Basin and Meridian to bring in a surface water supply. Plum Valley, McCormick says, is hanging some hopes on developers who are mulling plans for Sterling Ranch, a 2,000-acre tract immediately to the east. If the area is developed for housing, Plum Valley and its neighbors could tap into its infrastructure for surface water. They’re already saving money for the possibility. “We’re not looking for others to solve our problems,” McCormick says. “We want to come to the table and participate.”
24 |
Colorado Foundation for Water Education
Popul ati on Grow t h & D ev e l op m e n t Denver Basin population by county from Colorado Dept. of Local Affairs
600000
Total Housing Units by County
COUNTIES
0
1985
1990
1995
2000
100000 50000 0
2004
Year
Douglas County has captured national headlines
Year
Colorado
experienced
accelerated
2000
100000
150000
2004
200000
200000
1995
300000
250000
1985
400000
300000
1990
Adams Arapahoe Boulder Denver Douglas El Paso Elbert Jefferson Weld
Total Housing
Population
500000
would equate to a water demand of about
for being one of the most rapidly growing coun-
growth in the 1990s with influxes of peo-
ties in the nation. Between 1990 and 2000,
ple and a large construction boom that
Results from the recently complet-
its population grew by 191 percent and
created 10,000 new jobs each year. Ac-
ed Statewide Water Supply Initiative
local municipalities and water districts
cording to the Colorado Department of
indicate that Colorado’s population is
have worked hard to acquire new water
Local Affairs, each of the Denver Basin
expected to increase by 65 percent be-
sources to meet this growing demand.
counties experienced significant popula-
tween 2000 and 2030. An additional 2.8
tion increases since 1985 with resultant
million people are expected to call Colo-
increases in water demands.
rado home by 2030, with over 80 percent
Development has continued even in areas lacking a renewable and sustainable
467,000 acre feet per year.
water supply. Because groundwater has
Municipal water providers must secure
of these new residents living along the
been plentiful, is of good quality, and is
adequate supplies to meet peak demands
Front Range urban corridor. Planning of-
inexpensive to produce, development has
within their service area. Providers gener-
ficials in Douglas County have projected
used this resource as its primary source
ally plan on an annual water demand of
that their population will nearly double
of water supply. However, municipal wa-
0.6 acre feet per household. In 2004, El-
by the year 2025. Where will municipal
ter providers are beginning to recognize
bert, Douglas, Weld, Adams, El Paso, and
suppliers find a sustainable, renewable
that continued dependence on groundwa-
Arapahoe counties had approximately
water supply required to meet these in-
ter will come at an ever-increasing price.
778,000 housing units combined, which
creased future demands?
Fort Collins
These three maps show the increase in developed areas from 1957 to 1977 to 1997, respectively (United States Geologic Survey).
Denver
Citizen’s Guide to Denver Basin Groundwater
| 25
Sustainab i l i t y The sustainability of natural resources is diffi-
not a renewable resource, and could not
generally applies to private exempt do-
cult to quantify, but it is often generalized that
be expected to last forever.
mestic wells except for those located
we must meet the social, environmental, and
Although there is significant debate
economic needs of the present without compro-
regarding how much water is available
along the basin’s western margins. In contrast, municipalities like Castle
mising the ability of future generations to meet
in different parts of the Denver Basin, it is
Rock that are pumping from the deep
their own needs.
important to note that aquifer drawdown
Arapahoe aquifer have experienced an-
In some ways, this concept of sustain-
and a 100-year aquifer life are central
nual declines of 40 feet or more, and it is
ability appears to be at odds with Colorado’s
parts of how the state decided to allocate
anticipated that these wells will start to
own water resource doctrine: “The right to
this complex resource.
have diminished water flow rates within
divert the unappropriated waters of any
The result is that depending on loca-
‘natural stream’ to beneficial uses shall nev-
tion and the aquifer tapped, south metro
Rural well owners on the western mar-
er be denied.” The courts have determined
area businesses and homes may have seri-
gins of the Denver Basin between Denver
that maximum utilization of stream water is
ous water supply challenges to address in
and Colorado Springs are particularly at
implicit in the Colorado Constitution.
the near future. These challenges can be
risk. Not only are they in a clearly identified
framed with certain scientific evidence.
area of significant groundwater level de-
The problem is that maximum utili-
the next decade.
zation of groundwater resources in the
Current well logs and measurements
clines, but they must find their own solu-
Denver Basin is not sustainable. These
show that the Denver Basin aquifers are
tions, through the formation of rural water
ancient aquifers are a finite resource that
reacting variably to the pressures of
users associations, long-range planning or
replenishes only on the scale of hundreds
development. Where demand is mod-
resigning themselves to trucking in water.
or thousands of years. Yet by allocating
est and the resource large, the aquifers
this resource based on a 100-year life, the
show few declines and may provide
state legislature acknowledged this was
many decades of adequate supply. This
Aquifer volume drained by pumping
Saturated aquifer volume
We have previously stated that the estimated recoverable water supply of 200 million acre feet in storage could last approximately 400 years under the current maximum permitted rate of withdrawal. However, the estimate of the amount of water storage is based on an average value of water holding capacity (specific yield) for each of the four major aquifers. We have also stressed that this aquifer property is very location dependent being a function of geology. This graphic illustrates a simple conceptual model of the Arapahoe aquifer and the relation between geology and the amount of water recoverable. On the west side of the basin where the aquifer is dominated by sandstones, the amount of water physically capable of draining from the saturated pore spaces may be as much as 25 percent of the rock volume. The eastern portion of the aquifer volume may only yield 10 percent. With only two borings in the Denver Basin from which aquifer core samples have been recovered and analyzed, our knowledge and estimate of the average storage coefficient is limited.
Saturated aquifer volume
Aquifer volume drained by pumping
ELEVATION
Volume of recoverable water
Volume of recoverable water
Arapahoe Aquifer WEST
26 |
EAST Colorado Foundation for Water Education
C onverti n g to R e n ewa b l e Wat e r Ron Redd is in his sixth year as utilities direc-
on new development to $19,500, from
tor for Castle Rock. Bisected by Interstate 25,
$11,500 for each new residential building
average of 170 gallons per day. In the meantime, Redd and his staff are
the former quarry town is one the Front Range’s
permit. The additional money raised will
developing strategies to invest in renew-
fastest growing communities.
help fund new renewable water sources.
able sources. Increasing and banking the
The 38,000-person town now depends
Their end goal is to provide a transi-
impact fees, along with pumping different-
almost entirely on non-tributary, non-re-
tion and “soft landing” for the town as it
ly to extend the aquifer’s life are two ways
newable groundwater from the Denver
moves away from the exclusive use of
to meet current and future water needs.
Basin aquifers. But faced with a build-out
non-renewable groundwater, and sus-
“We’re considering two dozen alterna-
population of some 104,000 people, the
tains itself through the integrated use of
tives for renewable sources,” Redd says.
town’s declining wells may be unable to
ground and surface water supplies. Part of
“Basically, we priced them all out, and
produce enough water. That’s why in the
the solution is water conservation.
they came in costing about $300 million.”
next 20-30 years Castle Rock plans to con-
Currently, the town’s water conserva-
Options include buying into the newly
vert to a water supply that is more than
tion target is to reduce per capita con-
constructed Reuter-Hess reservoir in Parker,
75 percent renewable water. Town plan-
sumption by 18 percent. Castle Rock is
pumping water from as far away as Sterling
ners estimate they will need an additional
already on its way toward that goal. So
or the Arkansas River, or buying into Denver
18,800 acre feet of water per year.
far, residents have decreased their aver-
Water’s Green Mountain pump-back water
In preparation, in early 2006 the town
age daily usage to 135 gallons per person
project for $25,000 to $30,000 per acre foot,
increased its water resource impact fees
per day, 35 gallons below the Front Range
among other scenarios.
R egional Wat e r M ast e r P l a n The South Metro Water Supply Authority
(long-term), and at buildout. The pro-
ity members include Arapahoe County Wa-
(SMWSA) adopted a Regional Water Master
jected demands take into account sav-
ter and Waste Water Authority, Castle Pines
Plan in June 2007. This plan will guide the
ings associated with current and antici-
Metropolitan District, Castle Pines North
participating water providers as they re-
pated water conservation programs.
Metropolitan District, Centennial Water &
duce their reliance on deep groundwater
The plan quantifies additional renew-
Sanitation District, Cottonwood Metropoli-
and expand the role of renewable water
able water supply goals. The goals are
tan District, East Cherry Creek Valley Wa-
supplies in meeting current and future
based on projected water demands less
ter & Sanitation District, Inverness Water &
water needs. Although they currently
projected available supply from current
Sanitation District, Meridian Metropolitan
hold non-tributary groundwater rights
and identified sources. The aggregate
District, Parker Water & Sanitation District,
for about 111,000 acre feet per year,
new renewable water supply goal in-
Pinery Water & Waste Water District, Rox-
the Authority’s members intend to re-
creases from an additional 4,000 acre
borough Park Metropolitan District, Stone-
duce their sustained use of non-tributary
feet per year in 2010 to 43,400 acre feet
gate Village Metropolitan District and the
groundwater to less than 15,000 acre feet
per year at buildout. An additional 10
Town of Castle Rock.
per year at buildout.
percent in renewable supply at buildout
The Regional Water Master Plan is avail-
is needed to address uncertainties and
able at the South Metro Water Supply Au-
potential future participants.
thority Web site www.southmetrowater.org.
The plan identifies demands and provides strategies to meet water needs in 2010 (interim), 2020 (mid-term), 2030
Water Demands (AFY)
120,000 100,000 80,000
ACWWA CPNMD Castle Rock Centennial Cottonwood ECCV Inverness Meridian Parker Pinery Roxborough Stonegate
140,000 120,000 Supply by Source (AFY)
140,000
The South Metro Water Supply Author-
60,000 40,000
100,000 80,000
10% Additional Renewable (Uncertainty/Unincorporated) SMWSA Additional Renewable (Treated Demands) Reuse/Recapture of Return Flows Surface Water Rights (existing/identified) Alluvial Water Rights Non-tributary Groundwater 32,900 4,000
60,000
11,900
40,000
24,300
20,800 24,000
28,100
25,100
25,100
27,100 5,100
20,000 25,900
19,800
5,100
5,100
14,900
14,900
2030 (Long-Term)
Buildout
0
0
2010 (Interim)
2010 (Interim)
2020 (Mid-Term)
2030 (Long-Term)
2020 (Mid-Term)
Buildout
Total water demands (potable and non-potable) for each SMWSA provider.
43,400
17,800
4,300
20,000
4,340
Projected sources of supply, aggragated for all 12 SMWSA water providers.
Citizen’s Guide to Denver Basin Groundwater
| 27
Preserving the Aquifers In 1973, the General Assembly estab-
L o ok i n g f or R e n ewa b l e Wat e r S u ppl i e s
lished a minimum Denver Basin aquifer pumping life of 100 years. More recently, in an effort to promote a longer aquifer life, counties such as Elbert, Adams, Weld, and El Paso have enacted a 300-year rule. All new development in those counties must show they can provide a sufficient water supply to last at least 300 years. This means if a developer or overlying landowner is relying on groundwater, the total annual volume of groundwater available to them is 0.33 percent of the
Transferring water from agriculture (above), on a willing buyer-willing seller basis, is one of the most likely sources of new water for urban areas. Conservation measures include irrigating golf courses (right) and parks with treated, but non-potable water.
calculated water in storage. The assump-
In the long-term, sustainable solutions for wa-
even Denver’s renewable surface water
tion is that with reduced annual pumping,
ter supplies in much of the south metro area
supplies have their limits.
there will be less drawdown and less well-
will require at least a partial shift to surface
Transferring water from agriculture,
to-well interference, prolonging the life of
water resources. But in this day and age,
on a willing buyer-willing seller basis, is
the aquifer.
finding unclaimed surface water to divert
one of the most likely sources of new
on a reliable basis can be an expensive
water for these areas. Currently, agricul-
and challenging proposition.
ture accounts for more than 85 percent
It is important to note that the volume of total recoverable water is an estimate, a number that has been very hard to quantify.
28 |
To the west, additional renewable
of the water delivered for use in Colo-
supplies may be acquired through trans-
rado. While this option has historically
basin diversions, but the construction of
meant drying up irrigated lands, recent
storage, conveyance, treatment, and dis-
legislation has authorized interruptible
tribution facilities is expensive, difficult to
agricultural transfers and crop rotation
permit, and has potentially negative envi-
options. Any conversion of agricultural
ronmental ramifications. It would also be
water should be pursued in a thought-
unpopular in the basin of origin, an area
ful and respectful manner reflecting the
that may have its own water issues. Con-
importance of and need for continued
struction of additional storage projects
viable agriculture and the open space it
like the proposed Two Forks Dam on the
represents. In addition, water providers
South Fork of the South Platte River has
in the South Metro area are individually,
historically been unpopular.
or in partnership, developing local wa-
To the south, the over-appropriated
ter storage solutions. Although Rueter-
Arkansas River which supports both
Hess, the City of Parker’s new reservoir,
growing municipalities and existing
is the largest and most known, several
farm communities provides limited new
other storage alternatives are under
water for Front Range communities.
way. Centennial Water is adding over
To the east, very few significant sur-
6,200 acre feet of new surface storage
face water resources exist and data sug-
below Chatfield Reservoir. Also, a num-
gests that on the eastern edge of the
ber of the water suppliers in the South
Denver Basin the quality of the aquifer
Metro area are participating in the real-
is so poor that only limited amounts of
location of storage in Chatfield Reser-
water could be extracted and imported.
voir to provide for additional surface
To the north, it has been suggested
storage of domestic water. The future
that Denver Water might some day be
benefit of on-stream storage and the
induced to share water with the south
significant role it will play in managing
metro area. This is possible, but it was
future supplies of renewable water for
brought home by the 2002 drought that
the region is noteworthy.
A lternat i v e M a nag e m e n t St r at e g i e s Alternatively, water managers are looking at ways
of golf courses, parks and open-space.
In t roduction
and will require cooperation among many
to reduce groundwater demands, and to diversify
Conjunctive use manages surface
water districts and providers.
their options for managing existing groundwater
water and groundwater supplies jointly
Sustainable water management in this
supplies. A partial list of options includes:
to produce a larger, more reliable sup-
arid state relies on the ability to store water.
ply than either water supply could gen-
Storage projects involve the construction
• Water conservation;
erate alone. The goal is to allow water
of new reservoirs, conversion of storage
• Conjunctive use of surface water and
providers to extend the life of their aqui-
facilities, and enlargement or rehabilitation
fers while fully using their surface water
of existing reservoirs. The conversion of
rights, managing short-term shortages,
gravel pits to gravel lakes is another option
and minimizing the need for new, above
for development of new storage capacity.
ground storage reservoirs. For example,
However, limited surface water flows and
water providers like Centennial and East
protection of existing water rights in the
groundwater; • Potable and non-potable water reuse; and • Control of non-native phreatophytes, high water-use plants.
Cherry Creek Valley Water have contract-
Denver Basin make the construction of
Conservation programs have been
ed to purchase available surface water
new on-channel reservoirs difficult.
effective in both reducing water demand
from Denver, and only use groundwater
Off-channel reservoirs require the con-
through changes in consumer behav-
to augment their peak demands or in
struction of diversion and pumping facili-
ior and improving water use efficiency.
times of drought.
ties to deliver the water to storage. Parker
Tiered rate pricing and mandatory water-
Actively recharging aquifers is an
Water and Sanitation District is construct-
ing restrictions during the recent drought
emerging strategy to not only manage
ing the off-channel Reuter-Hess Reservoir
decreased Denver Water’s demand by
water supply, but also restore and protect
to hold water that may include a blend of
almost 20 percent. The town of Castle
aquifers. During wet years with above-
deep Laramie-Fox Hills groundwater, re-
Rock is hoping it can get its customers to
average precipitation and runoff, surface
cycled effluent and alluvial groundwater.
reduce their water use by 18 percent over
water is stored for later use by injecting
Communities around Parker are con-
the long-term. Parker Water and Sanita-
it into groundwater aquifers. In this sce-
sidering participation in the project, and
tion District has been very successful in
nario, a deep confined aquifer is used for
expansion of the reservoir is being con-
reducing demand through pricing and
storage in much the same way as a sur-
sidered even prior to its completion. The
conservation, reducing their water deliv-
face reservoir. A water management dis-
decade-plus permitting process required
ery to 0.4 acre feet per household.
trict might also direct water from streams,
for this construction project illustrates
Conservation can also be achieved
lakes, or reservoirs to permeable areas of
the time challenge of constructing major
through removal and control of non-na-
a groundwater basin where the water can
new infrastructure.
tive water-loving vegetation, or phreato-
infiltrate the soil through recharge ponds.
Individual homeowners will be able to
phytes, that consume water that could
In either case, the stored water can be
supply their water needs in areas where
otherwise be put to beneficial use. Tama-
withdrawn at some future point when
aquifers are thick by continuing to deep-
risk is an invasive plant species of partic-
surface sources are in short supply.
en their wells. However, those located
Centennial Water District has been im-
on the western fringe of the basin where
Reuse water may involve recycling re-
plementing an aquifer storage and recov-
aquifers are thin, may face the need to
turn flows after infiltration into the ground,
ery (ASR) project in the Denver Basin for
convert to alternate supplies.
or effluent from wastewater treatment
14 years. Direct injection through existing
Finally, some experts suggest that
plants. Many municipalities are reusing
production wells is a proven technology
changing the rates or spatial patterns of
treated but non-potable water for irrigation
for putting additional water in storage and
groundwater pumping can help extend the
restoring groundwater levels. They have
life of the aquifer. The development of sat-
23 wells permitted for injection into the
ellite well fields is proposed to reduce the
Denver, Arapahoe, and Laramie-Fox Hills
impact of high density, large capacity wells.
aquifers when surplus water is available.
Clearly, water providers in the Denver
ASR projects are also being implemented
Basin can not meet all of their objectives
by Consolidated Mutual Water Company
with a single water strategy. Sustainable
in the Lakewood area and by Colorado
solutions will require them to continue
Springs Utilities. To be effective in address-
to develop collaborative integrated use
ing declining water levels, aquifer recharge
strategies to meet the current and future
must be implemented on a regional scale
water needs of the basin.
ular concern in Colorado.
Citizen’s Guide to Denver Basin Groundwater
| 2 9
Timeline of C ol or a d o Grou n dwat e r L aw The following timeline sets forth, in summary
engineer, (3) a well permit “shall not
1968 Colorado Supreme Court states that
form, major events in the establishment of Colo-
have the effect of granting or conferring
“implicit” in the Colorado Constitution’s
rado groundwater law.
a groundwater right upon the user,” (4)
prior appropriation provisions are the
the priority date of a “groundwater ap-
propositions that: (1) “along with vested
1876 Article XVI, Sections 5 and 6 of the
propriation shall not be postponed to a
rights, there shall be maximum utilization
Colorado Constitution declare that
time later than its true date of appropria-
of the water of this state” and (2) admin-
the un-appropriated water of every
tion by failure to adjudicate the right in a
istration of water in the second century
“natural stream” is the property of the
surface water adjudication,” and (5) the
of prior appropriation law involves how
public dedicated to the beneficial use
newly-established Ground Water Com-
maximum utilization of surface water and
of the people of the state by priority
mission shall identify critical ground-
tributary groundwater can be integrated
of appropriation.
water areas that “have
into the law of vested rights, Fellhauer v.
approached,
reached or exceeded the normal annual 1903 Colorado General Assembly provides that any water right derived from
rate of replenishment,” 1957 Colo. Sess. Laws, Ch. 289, 863-73.
any “natural stream” is subject to court adjudication, 1903 Colo. Sess. Laws, Ch. 130, 297-98.
People, 447 P.2d 989, 995 (Colo. 1968). 1969 Colorado General Assembly adopts the Water Right Determination and Ad-
1965 Colorado General Assembly adopts
ministration Act of 1969 which, among
the Ground Water Management Act
other provisions, states that (1) tributary
that: (1) authorizes the Colorado Ground
groundwater and surface water shall be
Water Commission to create designated
administered according to the doctrine
term “natural
basins for groundwater that has little or
of prior appropriation, in order to maxi-
stream” subjects to the rule of prior ap-
no connection to a surface stream, (2)
mize beneficial use, (2) vested surface
propriation all sources of stream sup-
provides for the Ground Water Commis-
water and tributary groundwater rights
ply, including percolating groundwater
sion to allocate and regulate designated
shall be protected in order of their de-
that is tributary to a surface stream,
groundwater through a permit system
creed priorities, (3) wells that have not
German Ditch & Reservoir Co., 56 Colo.
on a modified prior appropriation basis
obtained adjudication of their priorities
252, 270-71 (1914).
for economic development through the
have a period of two years in which
1914 Colorado Supreme Court confirms that the constitutional
maintenance of reasonable pumping
to file for their original appropriation
1919 Colorado General Assembly pro-
levels, (3) authorizes the creation of lo-
date and, if not, their priorities shall be
vides that all claims to prior appropria-
cal groundwater management districts
postponed to other priorities that have
tion water rights shall be filed within
for regulation of designated groundwa-
been adjudicated by the courts, and (4)
two years; if not, their priorities shall
ter, (4) requires all new wells, wherever
augmentation plans may be decreed to
be postponed to those water rights
they may be located in the state, to
allow out-of-priority diversions that are
that are adjudicated by the courts, 1919
obtain a construction permit from the
not subject to state engineer curtail-
Colo. Sess. Laws, Ch. 147, 487-96.
state engineer, and (5) provides that a
ment, if sufficient replacement water
state engineer well construction permit
is provided to alleviate material injury
1951 Colorado Supreme Court holds that
“shall not have the effect of granting nor
to adjudicated water rights, 1969 Colo.
Colorado law includes a presumption that
conferring a groundwater right upon the
Sess. Laws, Ch. 373, 1200-1224.
all groundwater is tributary to and sub-
user,” 1965 Colo. Sess. Laws, Ch. 319,
ject to appropriation and administration
1246-68.
as part of the waters of a surface stream,
1973 Colorado General Assembly provides that non-tributary groundwater
unless a person proves by clear and sat-
1965 Colorado General Assembly, by a
outside of designated groundwater ba-
isfactory evidence that the groundwater
separate act from the Ground Water
sins shall be subject to state engineer
is not tributary, Safranek v. Town of Li-
Management Act, requires State En-
well construction permits and rules
mon, 123 Colo. 330, 333 (1951).
gineer to administer tributary ground-
that provide for overlying landown-
water in accordance with the doctrine
ers, or those acting with the consent
1957 Colorado General Assembly pro-
of prior appropriation that is applicable
of overlying landowners, to use this
vides that: (1) all users of groundwater
to the distribution of surface water, and
type of groundwater which underlies
must file a statement of use with the
adopt rules and issue orders neces-
their lands on the basis of a “minimum
state engineer, (2) new wells shall not be
sary to enforce this responsibility, 1965
useful life of one hundred years,” 1973
drilled without a permit from the state
Colo. Sess. Laws, Ch. 318, 1244-45.
Colo. Sess. Laws, Ch. 441, 1520.
30 |
Colorado Foundation for Water Education
holds
acting with the consent of the over-
(4) injurious depletions not adequately
that the “tributary character” of water
lying landowners, to be extracted at
replaced shall result in curtailment of
that “takes over a century to reach the
a rate of no more than 1/100ths per-
the out-of-priority diversions, Empire
stream” is “de minimus” and is “not
cent per year, 1985 Colo. Sess. Laws,
Lodge Homeowners’ Association v.
part of a surface stream” as contem-
Ch. 285, 1160-69.
Moyer, 39 P.3d 1139, 1150 (Colo. 2001).
1974 Colorado
Supreme
Court
plated by the Colorado Constitution’s prior appropriation provisions, Kuiper v. Lundvall, 187 Colo. 40, 44 (1974).
1988 General Assembly clarifies that the
2002 Colorado General Assembly (1) au-
Ground Water Commission, when is-
thorizes State Engineer to approve
suing permits for the beneficial use
substitute supply plans for out-of-pri-
1977 Colorado General Assembly re-
of designated groundwater in the four
ority tributary groundwater diversions
peals legislation it had enacted in
Denver Basin aquifers, shall allocate
under limited circumstances while aug-
1974, 1974 Colo. Sess. Laws, Ch. 111,
this water on the same basis as provid-
mentation plan applications are pend-
440-42, that had allowed the State
ed in the 1985 act for non-designated
ing in the water court, and (2) approves
Engineer to approve temporary aug-
portions of the Denver Basin, namely
the Arkansas river basin amended rules
mentation plans while the water court
“upon the basis of ownership of over-
governing the diversion and use of trib-
was adjudicating applications for
lying land” and “an aquifer life of one
utary groundwater in that basin, 2002
augmentation plans, 1977 Colo. Sess.
hundred years,” 1988 Colo. Sess. Laws,
Colo. Sess. Laws, Ch. 151, 459-64.
Laws, Ch. 483, 1702-04.
Ch. 258, 1238. 2003 Colorado Supreme Court holds
1983 Colorado Supreme Court holds that:
2000 Colorado Supreme Court holds that
that proposed State Engineer 2002
(1) designated groundwater and non-
all water within Colorado constitutes a
South Platte Basin rules allowing out-
tributary groundwater are not subject
public resource consisting of: (1) wa-
of-priority diversions under replace-
to the prior appropriation provisions
ters of the natural stream, which in-
ment plans, in the absence of an aug-
of the Colorado Constitution, and the
cludes surface water and groundwater
mentation plan application pending in
General Assembly may use its plenary
that is tributary to the natural steam, (2)
water court, were contrary to statute
authority to decide how these public
designated groundwater, (3) nontribu-
and in excess of his authority, Simp-
waters shall be allocated and adminis-
tary groundwater outside of designated
son v. Bijou Irrigation Co., 69 P.3d 50,
tered, and (2) the 1969 Act applies only
groundwater basins, and (4) nontribu-
67 (Colo. 2003).
to surface water and tributary ground-
tary and not-nontributary Denver Ba-
water, State v. Southwestern Colorado
sin groundwater of the Dawson, Den-
2004 Colorado General Assembly al-
Water Conservation District, 671 P.2d
ver, Arapahoe, and Laramie-Fox Hills
lows South Platte tributary ground-
1294 (1983). The General Assembly
aquifers, Upper Black Squirrel Creek
water wells to operate out-of-priority
responds promptly with legislation that
Ground Water Mgmt. Dist. v. Goss, 993
under State Engineer approved sub-
(1) recognizes and enforces prior water
P.2d 1177, 1182 (Colo. 2000).
stitute supply plans, with provisos that (1) augmentation plan applica-
court decrees adjudicating nontributary groundwater outside of designated ba-
2001 Colorado Supreme Court holds that
tions must be filed in Division No. 1
sins and (2) allows the water courts to
through the 1969 Act (1) the General
Water Court by December 31, 2005,
adjudicate to overlying landowners the
Assembly created a new statutory au-
and (2) wells not included in an adju-
right to extract nontributary groundwa-
thorization for water uses that, when
dicated augmentation plan or State
ter outside of designated basins under
decreed, are not subject to curtailment
Engineer approved substitute supply
their lands, 1983 Colo. Sess. Laws, Ch.
by priority administration, (2) this statu-
plan shall be “continuously curtailed”
516, 2079-80.
tory authorization is for out-of-prior-
from operating out of priority, 2004
ity diversions for beneficial use that
Colo. Sess. Laws, Ch. 316, 1205.
1985 Colorado General Assembly pro-
operate under the terms of decreed
vides that nontributary and not-non-
augmentation plans, (3) plans for aug-
Timeline excerpted from “An overview
tributary groundwater in the Denver
mentation allow diversions of water
of Colorado Groundwater Law” pre-
Basin bedrock aquifers of the Daw-
out-of-priority while ensuring the pro-
pared by Justice Greg Hobbs for the
son, Denver, Arapahoe, and Laramie-
tection of senior water rights through a
Geological Society of America Sym-
Fox Hills formations shall be allocat-
replacement water supply that offsets
posium on Groundwater Mining and
ed to overlying landowners, or those
injurious out-of-priority depletions, and
Population Growth.
Citizen’s Guide to Denver Basin Groundwater
| 31
Gl ossary Alluvial aquifer An aquifer formed by geo-
Cone of depression The draw down of the
Specific yield Represents the volume of
logic sediments deposited in a stream
potentiometric surface due to the
water that can drain from a unit vol-
channel or on a floodplain.
pumping of a water well. The amount
ume of saturated material by gravity.
of draw down diminishes away from
The storage property of an unconfined
Aquifer Storage and Recovery Storage of
the well so that the resulting configu-
aquifer, whose value is often on the or-
water in a suitable aquifer through
ration of the modified groundwater
der of 0.15.
direct injection in a well when water
surface resembles a cone. Storage coefficient Represents the volume
is available and later recovery of the water from the same well when it is needed.
Confined aquifer An aquifer that is overlain by a confining bed.
of water yielded from the combined elastic properties of water and the aquifer skeleton, from a unit volume of
Artesian head The elevation, above the
Conjunctive use Coordinated use of surface
the aquifer. The storage property of a
top of the aquifer, to which water will
and groundwater supplies to meet de-
confined aquifer, whose value is often
rise in a well completed in a confined
mand so that both sources are used
on the order of 0.0001.
aquifer due to hydrostatic pressure. It
more efficiently. Structural sedimentary basin A topographi-
defines the potentiometric surface. Return flows Surface water or groundwa-
cally low area in the Earth’s crust in
Bedrock aquifer An aquifer within the solid
ter that returns to rivers and shallow
which sediments have accumulated
rock that underlies any unconsoli-
aquifers after being put to beneficial
by transport via streams from the ad-
dated sediment or soil.
use, such as irrigation. In river basins
jacent hills.
all around Colorado, the same water is
32 |
diverted and returned to the river and
Unconfined aquifer An aquifer having a wa-
shallow aquifers three to seven times
ter table, whose surface is at atmo-
or more before it leaves the state.
spheric pressure.
Colorado Foundation for Water Education
A ddi t i ona l R eading Alley, W. M., Reilly, T. E., and Franke, O.
Hobbs, G.J., Jr., 2004, Citizen’s Guide to
L., 1999, Sustainability of Ground-Wa-
Colorado Water Law: Colorado Foun-
ter Resources: US Geological Survey
dation for Water Education, 34 p.
Circular 1186, 79 p. Hobbs, G. J., Jr., 2007, The Public’s Water CDM in Association with Meurer & Asso-
Resource, Articles on Water Law, His-
ciates, 2007, Regional Water Master
tory, and Culture: Continuing Legal
Plan: South Metro Water Supply
Education in Colorado, Inc., 395 p.
Authority, 128 p. Available at www. southmetrowater.org.
MacDonnell, L.J., 2000, Colorado
Topper, R., Spray, K.L., Bellis, W.H. Hamilton, J.L., and Barkmann, P.E., 2003,
Ground-Water Law, in Aiken and Colorado Foundation for Water Edu-
Ground-water Atlas of Colorado:
others, ed., Colorado Ground-Water
cation, 2004, Citizen’s Guide to
Atlas: Lakewood, Colorado, Colorado
Colorado’s Water Heritage: Colorado
Ground-Water Assoc., p. 121-122.
Foundation for Water Education, 34 p. Marstan, E., Noel, T. E. Sibley, G., Laflin, Colorado Water Conservation Board,
R., Werner, B., Hoyt, H.L., Smith, S.,
South Platte Decision Support
2005, Citizen’s Guide to Colorado’s
System Technical Memorandum for
Environmental Era: Colorado Founda-
Tasks 39, 42.2, 43.2, and 44.2: Avail-
tion for Water Education, 34 p.
Colorado Geological Survey Special Publication 53, p. 210 Woodard, L.L., Sanford, W., and Raynolds, R.G., 2002, Stratigraphic variability of specific yield within bedrock aquifers of the Denver Basin, Colorado: Rocky Mountain Geology, v.37, p. 229-236.
able on the CWCB’s web page. Raynolds, R.G., and Reynolds, M.L., Colorado Water Conservation Board,
2004, editors, A Special Issue on Bed-
Statewide Water Supply Initiative:
rock Aquifers of the Denver Basin:
Available on the CWCB’s web page.
The Mountain Geologist, v. 41, no. 4.
Cross, C.W., Chisolm, F.F., Chauvenet,
orado Water Conservation: Colorado Foundation for Water Education, 34 p.
Robson, S.G., 1987, Bedrock Aqui-
R., and van Diest, P.H., 1884, The
fers in the Denver Basin, Colorado
Artesian Wells of Denver: Colorado
— A Quantitative Water-Resources
Scientific Society, Proceedings, v.1,
Appraisal: U.S. Geological Survey
p.76-108.
Professional Paper 1257, 73 p.
Emmons, S.F., Cross, C.W., and Eldridge,
Zeilig, Nancy, 2004, Citizen’s Guide to Col-
Robson, S.G., 1989, Alluvial and Bedrock
G.H., 1896, Geology of the Denver
Aquifers of the Denver Basin — East-
Basin in Colorado: U.S. Geological
ern Colorado’s Dual Ground-Water
Survey Monograph No. 27.
Resource: U.S. Geological Survey Water Supply Paper 2302, 40 p.
Frohardt, Paul D., 2004, Citizen’s Guide to Colorado Water Quality Protection:
Romero, J.C., 1976, Ground Water Resourc-
Colorado Foundation for Water Educa-
es of the Bedrock Aquifers of Denver
tion, 34 p.
Basin, Colorado: State of Colorado, Division of Water Resources, 109 p.
Grigg, N., 2005, Citizen’s Guide to Where Your Water Comes From: Colorado Foundation for Water Education, 34 p. Hobbs, G.J., Jr., 1997, Colorado Water Law: An Historical Overview, Univ. of Denver, Water Law Review, v.1, no.1.
Citizen’s Guide to Denver Basin Groundwater
| 33
Not that many years ago, settlers turned to water dowsers to find what they could not see, groundwater. Prosperity, if not survival, rode on a “sweet water” well. A “dry hole” could dash a homesteaders dreams. Science has replaced the dowser, but not lessened our dependence on groundwater. This Citizen’s Guide to Denver Basin Groundwater explores the geology and hydrology of our underground water resource, the legal framework developed for its administration and management, the current development of the resource, as well as its limitations and sustainability.
1580 Logan St., Suite 410 Denver, Colorado 80203 303-377-4433 • www.cfwe.org