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Second
National
Water Assessment
U.S. Water Resource
by the
s Council Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google r
§>
U.S. WATER RESOURCES COUNCIL
Secretary of the Interior,
Chairman:
Secretary of Agriculture:
Secretary of the Army:
Secretary of Commerce:
Secretary of Housing and
Urban Development:
Secretary of Energy:
MEMBERS
Secretary of Transportation:
Administrator. Environmental
Protection Agency:
ALTERNATES
Assistant Secretary of the Interior:
Assistant Secretary of Agriculture:
Deputy Under Secretary of the
Army:
Deputy Assistant Secretary of
Commerce:
Deputy Assistant Secretary of
Housing and Urban Development:
Assistant Secretary of Energy:
The Commandant, U.S.
Coast Guard:
Assistant Administrator,
Environmental Protection
Agency:
DIRECTOR
Director, Water Resources
Council:
Cecil D. Andrus
Bob Bergland
Clifford L. Alexander, Jr
Juanita M. Kreps
Patricia Roberts Harris
James R. Schlesinger
Brock Adams
Douglas M. Costle
Guy R. Martin
M. Rupert Cutler
Michael Blumenfeld
James W. Curlin
Yvonne S. Perry
George Mcisaac
Admiral J. B. Hayes
Thomas C. Jorling
Leo M. Eisel Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google THE NATION’S WATER RESOURCES
1975-2000
Volume 4: Lower Mississippi Region
~
Second National
Water Assessment
by the
U.S. Water Resources Council
[§>
December 1978 Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google I
For sale by the Superintendent of Documents, U.S. Government Printing Office
Washington. D.C. 20402
Stock Number 052-045-00066-5 Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google Foreword
The Water Resources Planning Act of 1965 (Public Law 89-80) directs
the U.S. Water Resources Council to maintain a continuing study of the
Nation's water and related land resources and to prepare periodic assess-
ments to determine the adequacy of these resources to meet present and
future water requirements. In 1968, the Water Resources Council reported
the results of its initial assessment. The Second National Water Assess-
ment, a decade later, provides a comprehensive nationally consistent data
base for the water resources of the United States. The results of the
Second National Water Assessment were obtained by extensive coordination
and collaboration in three phases.
Phase I: Nationwide Analysis
The Council member agencies researched, analyzed, and prepared esti-
mates of current and projected water requirements and problems and the
implications of the estimates for the future.
Phase II: Specific Problem Analysis
Regional sponsors, one for each of the 21 water resources regions,
surveyed. and analyzed State and regional viewpoints about (1) current
and future water problems, (2) conflicts that may arise in meeting State
and regionalobjectives,and (3)problemsandconflictsneeding resolution.
Phase III: National Problem Analysis
The Council conducted this final phase in three steps: (1) An evaluation
of phases I[ and II, (2) an analysis that identified and evaluated the
Nation's most serious water resources problems, and (3) the preparation
of a final report entitled "The Nation's Water Resources--1975-2000."
The final report of the Second National Water Assessment consists of
four separatevolumesznsdescribed below. These volumes can assist Fed-
eral, State, local, and other program managers, the Administration, and
the Congressimlestablishingauuiimplementing water resources policies and
programs.
Volume 1, Summary, gives aux overview of the Nation's water supply,
water use, andcriticalvmter problemsfor 1975, 1985, and 2000 and sum
marizes significant concerns.
Volume 2, Water Quantity, Quality, and Related Land Considerations,
consists of one publication with five parts:
Part I,"Introduction,"outlinesthe origin of the Second Nation-
al Water Assessment, states its purpose and scope, explains the
numerous documents that are part of the assessment, and ident-
i Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google ifies the individuals and agencies that contributed to the as-
sessment.
II, "Water-Management Problem Profiles," identifies ten gen-
eral water problem issues and their implications and potential con-
sequences.
Part III, "Water Uses," focuses on the national perspectives re-
garding existing ("1975") and projected (1985 and 2000) require-
ments for water to meet instream, instream, and flow-management
needs. State-regional and Federal perspectives are compared.
Part IV, "Water Supply and Water Quality Considerations," analyzes
the adequacy of fresh-water supplies (ground and surface) to meet
existing and future requirements. It contains a national water
budget; quantifies surface- and ground-water supplies, reservoir
storage, and transfers of water within and between subregions;
describes regional requirements and compares them to supplies;
evaluates water quality conditions; and discusses the legal and
institutional aspects of water allocation.
Part V, "Synopses of the Water Resources Regions," covers existing
conditions and future requirements for each of the Zlwater re-
sources regions. Within each regional synopsis is a discussion of
functional and location-specific water-related problems; regional
recommendations regarding planning, research, data, and institu-
tional aspects of solving regional water-related problems; a
problem-issue matrix; and a comparative—analysis table.
Volume 3, Analytical Data, describes the methods and procedures used to
collect, analyze, and describe the data used in the assessment. National sum-
mary data are included with explanatory notes. Volume 31$ supplemented by
five separately published appendixes that contain data for the regions and
subregions;
Appendix I, Social, Economic, and Environmental Data, contains
the socioeconomic baseline ("1975") and growth projections (1985
and 2000) on which the water—supply and water—use projections
are based. This appendix presents two sets of data. One set,
the National Future, represents the Federal viewpoint; the other
set, the State—Regional Future, represents the regional sponsor
and-or State viewpoint.
Appendix II, Annual Water Supply and Use Analysis, contains base-
line water-supply data and baseline and projected water withdrawal
and water-consumption data used for the assessment. Also included
are a water adequacy analysis , a natural flow analysis , and a crit-
ical—month analysis.
Appendix III, Monthly Water Supply and Use Analysis, contains
monthly details of the water-supply, water-withdawal, and water-
H Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google consumption data contained in Appendix II and includes an analy-
sis of monthly water adequacy.
Appendix IV, Dry-Year Conditions Water Supply and Use Analysis,
contains both annual and monthly baseline and projected water-
withdrawal and water-consumption data for dry conditions. Also,
a dry conditions water-adequacy analysis is included.
Appendix V, Streamflow Conditions, contains detailed background
information on the derivation of the baseline streamflow inform-
ation. A description of streamflow gages used, correction fac-
tors applied, periods of record, and extreme flows of record,
are given for each subregion. Also included is the State-Regional
Future estimate of average streamflow conditions.
Volume 4, Water resources Regional Reports, consists of separately
published reports for each of the 21 regions. Synopses of these reports
are given in Volume 2, Part V.
For compiling and analyzing water resources data, the Nation has been
divided into 21 major water resources regions and further subdivided into 106
subregions. Eighteen of the regions are within the conterminous United
States; the other three are Alaska, Hawaii, and the Caribbean area.
The Zlwater resources regions are hydrologic areas that have either
the drainage area of a major river, such as the Missouri Region, or the
combined drainage areas ofa series of rivers, such as the South Atlantic-
Gulf Region, which includes a number of southeastern States that have rivers
draining directly into the Atlantic Ocean and the Gulf of Mexico.
The 106 subregions, which are smaller drainage areas, were used exclu-
sively in the Second National Water Assessment as basic data-collection
units. Subregion data point up problems that are primarily basinwide in
nature. Data aggregated from the subregions portray both regional and
national conditions, and also show the wide contrasts in both regional and
national water sources and uses.
The Second National Water Assessment and its data base constitute a
major step in the identification and definition of water resources problems
by the many State, regional, and Federal institutions involved. However,
much of the information in this assessment is general and broad in scope;
thus, its application should be viewed in that context, particularly in the
area of water quality. Further, the information reflects areas of defici-
encies in availability and reliability of data. For these reasons, State,
regional, and Federal planners should view the information as indicative,
and not the only source to be considered. When policy decisions are to be
made, the effects at State, regional, and local levels should be carefully
considered.
In a national study it is difficult to reflect completely the regional
variations within the national aggregation. For example, several regional Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google reviewers did not agree with the national projections made for their
regions. These disagreements can be largely attributed either to different
assumptions by the regional reviewers or to lack of representation of
the national data at the regional level. Therefore, any regional or State
resources-management planning effort should consider the State-regional
reports developed during phase II and summarized in Volume 4 as well
as the nationally consistent data base and the other information presented
in this assessment.
Additional years of information and experience show that considerable
change has occurred since the first assessment was prepared in 1968. The
population has not grown at the rate anticipated, and the projections of
future water requirements for this second assessment are considerably lower
than those made for the first assessment. Also, greater awareness of envi-
ronmental values, water quality, ground-water overdraft, limitations of
available water supplies, and energy concerns are having a dramatic effect
on water-resources management. Conservation, reuse, recycling, and weather
modification are considerations toward making better use of, or expanding,
available supplies.
iv Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google CONTENTS
Physlogrephy
Description
Geology and Topography
Climate
People and the Resources
Population
Economy
Land Resources
Agriculture
Energy
Navigation
Environment
Water
Surface Flows
Ground Water
Water Withdrawals
Water Consumption
lnstream Uses
Water Supply and Demand
Comparative Analysis
Problems
Flooding
Navigation
Water Quality
Water Quantity
Erosion and Sedimentation
Water Surface
Environmental Quality
Coastal and Estuarine Areas
Excessive Wetness
Individual Problem Areas
Summary
Conclusions and Recommendations -ii
Illustrations
Figure 8-1. Region Map
Figure 8-2. Present Land Use
Figure 8-3. Navigation System
Figure 8-4. Environmental Resources
Figure 8-5. Streamflow
Figure 8-6. Major Aquifers
figure 8-7. Withdrawals and Consumption
Figure 8-8a. Problem Map
Figure 8-8b. Problem Matrix
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35 Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google VOLUME 4 | 1
Physiography
Description
The Lower Mississippi Region includes the drainage basin of the Missis-
sippi River below its confluence with the Ohio River, except for portions of
the Arkansas, Red, and White River subbasins above the backwater limits of
the Mississippi River. It also includes the Ouachita, Boeuf, and Tensas
Basins and the Louisiana coastal area which drains into the Gulf between the
Pearl and Sabine River divides (Figure 8-1). Its northern extremity near
Cairo, Illinois, is about 600 miles (954 miles traveling the Mississippi
River) inland from the Gulf of Mexico. The region averages 170 miles in
width. It encompasses a total area of approximately 105,140 square miles
(67.3 million acres) and includes portions of the States of Missouri,
Tennessee, Kentucky, Arkansas, Mississippi, and Louisiana (Figure 8-2).
About 4 percent of the area is water surface.
Geology and Topography
The Lower Mississippi River and its alluvial valley became deeply
incised in the coastal plains area during the last glacial advance of the
Pleistocene, when sea level was several hundred feet lower than at present.
During time subsequent to this period, the valley was gradually filled
with alluvium deposited by the river. The Mississippi has therefore been
a major influence in building and shaping the physical environment.
All of the region, except for the area of the Ouachita Mountains and
the Ozark Plateau, is located in the Central Gulf Coastal Plains Province.
This extensive lowland overlies unconsolidated sand, gravel, clay,
silt, marl, and limestone. The alluvial valley, containing about one-
third of the region's area, is a gently sloping and undulating lowland
bordering the river from Cape Girardeau, Missouri, to the Gulf.
East of the valley, an uplands area extends from the northern por-
tion of the region into southeastern Louisiana. The uplands area west
of the valley is less distinctive and more gently rolling. It extends
southward from the Arkansas River to within a few miles of Alexandria,
Louisiana.
The natural marshes stretch along the Louisiana coast and extend
about 35 miles inland from the Gulf. These marshes cover about 2.4 mil-
lion acres and include fresh, salt, and brackish water.
1 This is the sum of the areas of counties used to approximate the hydro-
logic area of the region. Land-use and other socioeconomic data are
related to this area. The drainage area within the hydrologic boundary
is 103,520 square miles. Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google LOWER MISSISSIPPI REGION
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Present Land Use
Figure 8-2. Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT (150ppi) / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google 4 | LOWER MISSISSIPPI REGION
Both the Ouachita Mountains and the Ozark Plateau are located out-
side the Central Gulf Coastal Plains Province and are therefore quite
different topographically from the rest of the region. The terrain is
very rugged and elevations extend to 2,000 feet or more.
The Ozark Plateau in Missouri is an area characterized by sharply
dissected limestone plateaus, with narrow rolling ridgetops. Local relief
ranges from less than 100 feet to several hundred feet.
Climate
The climate of the region is humid and subtropical, except for the
northern part which is classified as temperate. Long, hot, humid summers
and short, moderate winters are experienced throughout most of the region.
Precipitation is abundant and well distributed, ranging from less than
50 inches in the extreme northern portions to more than 60 inches along
the southeastern coastal section (Figure 8-4). Although droughts do occur,
extended periods of severe drought are uncommon. In the northern portion,
maximum precipitation occurs during winter or early spring; in the southern
section, it occurs during the summer. Average annual runoff varies from
10 to 22 inches, with a regional mean of 16 inches.
January temperatures average 40° F in the north and 55° F in the south,
and average temperatures in July are 78° F and 82° F, respectively
(Figure 8-5). The Frost-free period ranges from 182 days in the extreme
north to 353 days in the extreme south.
Snow and sleet are minor throughout most of the region, averaging
from 12 inches in the extreme north to less than 1 inch from central Louisiana
southward.
Tornadoes are common in the region and occur primarily during April,
May, and June. Hurricanes and tropical storms are especially damaging
to the coastal area between May and October. These storms are sometimes
accompanied by violent winds in excess of 100 miles per hour, massive inun-
dations of broad sections of the coastal area 10 to 15 feet above mean gulf
level, and rainfalls of 10 inches to more than 20 inches in 24 hours, which
produce extensive flooding in interior areas. Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google VOLUME 4 | 5
People and the Resources
Population
The Lower Mississippi Region historically has been rural, but recent
shifts in employment from agriculture to other types of work have resulted
in approximately 60 percent of the region's population living in urban
areas. This trend is expected to continue so that by the year 2000 about
70 percent of the population will live in urban areas. The large metropoli-
tan centers such as Memphis, Baton Rouge, and New Orleans are expected
to grow much faster than others, with these three urban areas alone projected
to include as much as one-half the region's population within the next
40 years.
The region's population in 1975 was 6.417 million people (3 percent
of the Nation's population). By the year 2000, the population is pro-
jected to increase to 7.142 million, an increase of 11 percent compared
to the projected national population increase of 24 percent.
Economy
Historically, economic activity in the Lower Mississippi Region has
been oriented toward the production of row and close-seeded crops, valuable
forest species, and livestock and livestock products. Although these
activities continue to play very important roles in the regional economy,
there has been a significant trend in recent years in industrial development
and a greater diversification and expansion of the economy. As a result,
emphasis has shifted from the agricultural base to other major forms
of activities, such as mining, quarrying, petroleum production, and the
manufacturing of food, chemical, and paper products. Between 1950 and
1970,for example, agricultural employment declined from 50 percent of
the regional total to only 10 percent, while employment in the manufacturing
groups tripled.
About 2.3 million people were employed in the region in 1975. The
1975 total personal income was about $30.7 billion or about $4,783 per
capita, compared to $6,233 per capita nationwide. Incomes were lowest
in Subregion 802, which averaged about $4,157 per capita, some 33 percent
lower than the national average. While per capita incomes are projected
to more than double by the year 2000, they will still lag behind the
Nation. Major earnings were from manufacturing, which accounted for
21.6 percent of the total. The "other" category shown in Table 8-1 includes
the following individual categories: wholesale and retail trade with 17
percent of the total regional earnings, government with 17 percent, and
services with 14 percent. Agriculture accounted for 9.7 percent of the
total regional earnings. Total earnings of the region are estimated to
have been $23.9 billion in 1975 and are projected to be $55.4 billion
by the year 2000, an increase of 131 percent. Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google 6 | LOWER MISSISSIPPI REGION
l
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Table 8-1.--Lower Mississippi Region earnings-1975, 1985, 2000
(million 1975 dollars)
Earnings A 1975 1985 2,000 ,
Manufacturing ------5,158 7,680 12,579
Agriculture ------2 ,309 2 ,286 2 ,670
Mining ------737 843 980
Other ------15, 680 23,079 39,212
Total ------23 ,884 33,888 55 ,441
The largest users of water in the region are in subregions 802 and
803'. Large pulp and paper mills are numerous in subregion 802, and
total water demand is four times that of subregion 801. In subregion 803,
with 1975 manufacturing earnings approximately equal those of subregion
801, the manufacturing sector is dominated by petroleum refineries and
petrochemical plants, and water demands are nearly 20 times as large
as those in subregion 801. In the assessment of the impact of industry on
the region's water resources, it is obvious that the mix of industries that
constitute the manufacturing sector is more important than the actual
manufacturing earnings of the sector.
Land Resources
The lands of the Lower Mississippi Region can support a diverse range
of land-dependent activities. Much of this capability is directly related
to the region's climate and abundant precipitation. Bumper dryland crops
are consistently produced on its rich delta soils without requiring irriga-
tion. About 40 percent of the region is forested, with both fast-growing
pine and high quality bottomland hardwoods covering extensive tracts. The
region's land cover supports a bountiful and diverse wildlife resource;
some species were more numerous prior to the arrival of the region's first
European settlers (Figure 8-3).
Land use is perhaps the best indicator of the state of development of
the land resources. In 1975, about 53 percent of the region's land was used
primarily for growing crops and raising livestock, and an additional 14
percent, although forested, was also used for grazing livestock. Land-use
categories are listed in Table 8-2.
'Subregions used in this report are shown on Figure 8-1. The boundary
of a subregion lies along the outer boundary of counties included in
the subregion. These boundaries are intended to approximate boundaries
of hydrologic subregions and generally do not conform to boundaries of
States. Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google VOLUME 4 | 1
Agriculture
Agriculture has historically played a very important role in the
economy of Thelma Mississippi Region. This is one of the major food-
and fiber-producing areas in the Nation. Its output includes a variety
of high-yield cropsznuiforestspecies,livestock, and livestock products.
Table 8-2.--Lower Mississippi Region surface area and 1975 land use
Surface area or land use type 1,000 acres Percentage of
total surface area
Surface area
Total ------67,292 100.0
Water ------2,783 4.1
Land ------64,509 95.9
Land use
Cropland ------20,409 30.3
Pasture and range ------9,928 14.8
Forest and woodland ------27,099 40.3
Other agriculture ------3,828 5.7
Urban ------895 1.3
Otherl ------2,350 3.5
includes small water areas.
The thriving agricultural economy is largely due to a bountiful water
supply, good farmland, an abundant labor pool, and the water transport
system provided by the Mississippi River.
The forecasted reduction of the agricultural employment base is largely
the result of rapid gains in agricultural technology. By the year 2000
agricultural employment is expected to be about one-half the present level,
yet agricultural output is expected to increase almost 40 percent.
Crops now account for about 80 percent of marketing receipts, and
livestock livestock products make up the remainder. Soybeans, cotton,
rice, hay, and corn collectively constitute more than 90 percent of the
harvested acreage.
Since nearly 64 percent of the surface area of the region is classed
as suitableforagriculturalcropuse,thepotentialexistsfor even greater
production increases than are projected should demands for food and fiber
products generally increase.
In 1975, there were 20.4 million acres of cropland in the Lower Mississ-
ippi Region. By the year 2000, another 2.1 million acres of land will be
converted to cropland. About 89percentof the cropland in the region is
harvested. Irrigated cropland is expected to increase from 2.0 billion
acres to 2.9 million acres between 1975 and 2000 (Table 8-3). Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google 8 | LOWER MISSISSIPPI REGION
Table 8-3.-—Projected changes in cropland and irrigated farmland in the
Lower Mississippi Region--1975, 1985, 2000
(1,000 acres)
Land category 1975 1985 2000
Total cropland ------20,409 21,919 22,538
Cropland harvested ------18,223 20,464 18,120
Irrigated farmland ------1,968 2,508 2,862
Energy
About 53,811 gwh of electric power was generated in the region in 1975;
99 percent was generated by 36 fossil fuel steam electric plants (Table 8-4) .
About 78 percent of the generating capacity employs once-through cooling
water, discharging 206 trillion Btu's per year to fresh surface waters
and 15 trillion Btu's to saline waters.
By the year 2000, it is projected that about 366,000 gwh of electric
power will be generated annually by seven nuclear and 29 fossil fuel
generating stations. At that time,50 percent of the generating capacity
will be employing once-through cooling. The heat discharged to fresh
surface waters will have decreased to 667 trillion Btu's per year; heat
discharged to saline water will increase to 404 trillion Btu's.
The Lower Mississippi Region maintains ea very important position
in the production of nneral fuels to umet the Nation's energy needs.
In 1969, regional mineral production accounted for a substantial part
of the Nation's liquid and gaseous fuel, specifically, 34 percent of the
natural gas output,31 percent of the natural gas liquids, and 25 percent
of the petroleum. 'Itis expected that the production of mineral fuels in
the region will nearly double by the year 2000.
Table 8-4.--Lower Mississippi Region electric power generation--1975,
1985, 2000
j (gigawatt-hours)
Fuel source j j ,1975 j 1985 2000 j
Fossil ------53,363 80,349 72,488
Nuclear ------0 40,140 293,220
Conventional hydroelectric power -- 448 365 365
Total generation ------53,811 120,854 366,073
Navigation
According tx>1975 State estimates, 345 million tons of commerce were
shipped over the navigable waterways of thelowerbflssissippiregion. This
comprised l out of every 5 tons of waterborne commerce in the United
States. In terms of ton-miles of commerce moved,the region accounted for
nearly 120 billion ton-miles, more than one-fourth the U.S. total. Most Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google VOLUME 4 I 9
of this activity occurred on the Mississippi River and the Gulf Intra-
coastal Waterway and involved the port of New Orleans. Important commodities
moved were petroleum and petroleum products, industrial chemicals, grain
and grain products, iron and steel products, nonmetallic minerals, and
unprocessed marine shells.
The vast navigational network of the region includes the main stem of
the Mississippi River from Cairo, Illinois, to the Gulf, plus 12,000 miles
of shallow draft navigation channels. (Figure 8-3). From Cairo to Baton
Rouge (720 miles), the Mississippi River is maintained at a minimum depth
of 9 feet, and from Baton Rouge to the Gulf, the channel is maintained
at a minimum depth of 40 feet. An alternate deep-water route from New Orleans
to the Gulf is provided by way of the 76-mile tidewater channel, the Mis-
sissippi River-Gulf Outlet. In the southwest part of the region, a 35 mile-
long channel connects the port of Lake Charles with the Gulf. The Gulf
Intracoastal Waterway complements the Mississippi River system by providing
east-west access to shallow-draft traffic moving from Florida to the Texas-
Mexico border. The 300-mile segment that crosses the Lower Mississippi
Region is the hub of the waterway. In addition to these features, numerous
access channels and harbors are maintained along the Mississippi River and
other major streams, as well as along the coast.
The rapid growth of waterborne commerce and the transportation industry
has resulted in the improvement of more than 3,000 miles of waterways, the
expansion of existing facilities at 13 shallow-draft ports, and construction
of navigation locks at 20 locations.
The principal types of vessels on shallow-draft waterways are towboats
and tugs, barges, barge tows, and other craft such as fishing boats, oil
field crew and supply boats, and offshore construction and drilling vessels.
Deep-draft vessels have traditionally been grouped in three categories
as general cargo vessels, bulk carriers, and tankers. Today, a rapidly
changing marine technology has evolved--the container ship, the large
carrying vessel, and the combination oil-bulk-ore carrier. The conventional
general cargo vessels, which require a 500-foot berth and a transit shed
embracing about 4 acres of land, are giving way to the container ship,
which may require up to 800 feet of dock, plus a minimum of 22 acres of
marshaling and service area.
Environment
Human impact on land and water resources has altered the natural
environment, for better or worse. Adverse effects have resulted from the
clearing and drainage of land for cultivated crops and pastures, harvesting
of lumber, mining of mineral resources, and construction of roads, ditches,
recreational facilities, industrial sites, and urban and built-up areas.
These activities in varying degrees have displaced or eliminated wildlife,
increased water and air pollution levels, altered recreational values,
changed stream patterns, stripped forest lands, decreased soil productivity,
damaged or destroyed archeological and historical remains, and diminished
scenic and other esthetic values. Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google 10 I LOWER MISSISSIPPI REGION
.___§§° 90"
us. WATER RESOURCES COUNCIL
LOWER MISSISSIPPI REGION
Arkansas
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Not all human activities, however, have been harmful. The region
has been improved by various erosion-control measures and by the con-
struction of drainage and flood-protection works. Some manmade water
areas, such as navigation canals along the coast, barrow pits adjacent to
levees, and reservoirs, have added visual variety and scenic qualities to
the landscape and have often provided additional recreational opportuni-
ties. Major portions of the Ouachita Mountains area are still wild in
character, with few roads and a sparse population. Nearly 1-1/2 million
acres have been set aside in national forests, providing valuable wildlife
habitat and outdoor recreation opportunities. Thousands of acres of coastal
dunes, marshes, and wetlands remain relatively undisturbed and of good
environmental quality, providing habitat for many birds and small animals.
State and national parks throughout the region preserve areas of scenic,
historic, or recreational significance, and wildlife refuges and sanctuaries
in the region are among the world's largest.
A substantial portion of the region's surface-water area has been
identified as having significant environmental values because of natural
splendor, esthetic quality, or other attributes. Included are 446,000 acres
of lakes and about 28,000 acres of rivers and streams (or about 2, 363 miles).
About l out of every 3 miles of environmentally significant rivers and
streams has already been named in enacted or pending scenic rivers legis-
lation of the States, and virtually all of the lake acreage is under
some form of protective ownership or management. Many of the lakes,
in addition to their scenic attributes, harbor unique ecosystems. In
many instances, full enjoyment of scenic rivers and lakes is hampered by
the lack of legal access.
The region is also rich in archeological and historical resources.
The total number of archeological sites of man's early occupancy is un-
known, but more than 5,000 sites have been recorded to date and are
believed to represent but a small fraction of the total. Some 100 sites
have been excavated, but fewer than 12 have been extensively investigated.
Recent surveys have recorded some 2,400 sites in the region as historically
significant, of which 237 have been mapped. These include battlegrounds,
historic dwelling places, legendary sites, natural landscape features,
roads, trails, waterways, cemeteries, machines and manmade structures,
and cultural sites. In 1970 there were 176 sites listed in the National
Register of Historic Places or designated as national historic landmarks,
and an additional 61 were recognized as historic assets by States of
the region.
Other important environmental features in the region include
wilderness areas, beaches and shores, wetlands, unique geological systems,
bottomland hardwoods, and open and green space. There is a total of
12.4 million acres of land in the region classified as environmentally
significant, 5.1 million acres of which are in need of additional management
or protection to insure their availability for the enjoyment of future
generations (Figure 8-4). Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google 12 | LOWER MISSISSIPPI REGION
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U.S. WATER RESOURCES COUNCIL
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Water
The Lower Mississippi Region can be considered water-rich. It not
only receives abundant rainfall that replenishes ground water and feeds
its many interior streams and lakes, but also has vast untapped ground-
water reserves. Moreover, there is tremendous inflow to the region from
the huge drainable system of the upper Mississippi River and tributaries
and from the Arkansas, White, and Red Rivers. However, the fact that the
region has been endowed with a plentiful supply of water does not mean
that it is without management problems. Availability of water of the
quanitity and quality needed at specific locations at specific times often
causes serious problems in various locations throughout the region.
Surface Flows
The total area drained by the Mississippi River and it tributaries
covers more than 1,244,000 square miles and includes all or parts of
31 States and two Canadian provinces. Water from as far east as New York
and as far west as Montana flows into the lower Mississippi. This drainage
area constitutes 41 percent of the surface area of the conterminous United
States. Interior drainage from about 50,000 square miles within the
region flows into the Mississippi River through major tributary streams.
Most of the region's remaining area drains through the Ouachita, Boeuf,
and Tensas Basins to the Red River, and from there,into the Atchafalaya
River, which empties into the gulf. The Calcasieu, Mermentau, and Vermi-
lion Rivers west of the Atchafalaya River in southwestern Louisiana and
minor drainage basins in southeastern Louisiana also empty directly into
the gulf. The Amite, Tickfaw, Natalbany, Tangipahoa, and Tchefuncta Rivers
contribute water to the gulf by way of Lake Pontchartrain.
The total surface flow in the region in an average year under base
conditions is about 71,400 million gallons per day (mgd). An additional
361,600 mgd is contributed from other regions, resulting in a combined
yearly average outflow of about 433,000 mgd (Figure 8-5). Most of this
flow is discharged through the Mississippi River. In a dry year (80 percent
exceedance flow), the total flow in the region would be reduced to about
11,800 mgd. In a dry year, the total outflow, including the flow contrib-
uted by other regions, would be about 282,000 mgd. Extreme low flows
generally occur in late summer and early fall, while extreme high flows,
including floods, usually occur on the Mississippi River and major tribu-
taries in the spring. Small watersheds produce high runoff of short
duration following summer rainstorms. Localized flooding from such rain-
storms may occur at any time of the year.
Figure 8-5 illustrates the relative magnitude of flows occuring in
the Lower Mississippi Region and their major sources.
Ground Water
Aquifers containing fresh ground water underlie the entire region
except for part of the coastal area of Louisiana and a small area in central Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google 14 | LOWER MISSISSIPPI REGION
Upper Mississippi
44,100 MGD
178,000 MGD \
\
Arkansas
27,000 MGD
Subregion 801 \
I Subregion 802 \
Red
19,700 MGD
Subregion 803
7 ' 433,000 MGD
Louisiana. About 80 percent of these aquifers are capable of yielding large
volumes of fresh water (Figure 8-6). Highest yields can be obtained from
sand and gravel alluvial and terrace deposits of Quaternary age. Yields
of several thousand gallons of water per minute are not uncommon. Wells
provide much of the public and industrial water supplies in the region
because ground water of good quality is generally available where needed.
- 345,000 MGD
387,000 MGD
Figure 8-5. Streamflow Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google VOLUME 4 | 15
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U.S. WATER RESOURCES COUNCIL
LOWER MISSISSIPPI REGION -K Ma Prod A ulfers
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Figure 8-6. Major Aquifers Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google 16 | LOWER MISSISSIPPI REGION
In a few localized areas, ground-water demands have exceeded or are
approaching the economically practicable limit of available supply, but
in most of the region, the water—supply potential is several times larger
than present requirements. The region's average ground-water use is
conservatively estimated at about 4.8 mgd. This estimate is based on
withdrawals consistent with economically and environmentally acceptable
water-level declines.
Water Withdrawals
Total fresh water withdrawn from surface sources and ground water in
1975 averaged about 14 ,567 million gallons per day (mgd) (Figure 8-7) . Water
for irrigation was the largest withdrawal, about 31 percent of the 1975 with-
drawal. Withdrawals for steam electric power generation plants accounted for
another 29 percent of the total, while manufacturing made up 29 percent.
It is expected that the total fresh-water withdrawals will increase about
70 percent to 24,841 mgd by the year 2000 (Figure 8-7) . The largest increase
will be for steam electric power generation, while manufacturing will show a
significant decrease.
Saline (brackish) water withdrawals in 1975 averaged about 1,253 mgd,
only 8 percent of the total water withdrawals. Manufacturing water use
accounts for about one-half of the saline withdrawals, with the remainder
divided about equally between minerals and steam electric. Withdrawals of
brackish water are expected to increase dramatically and by the year 2000
should account for about 30 percent of total withdrawals.
About 20 percent of the 1975 water withdrawals were pumped from wells.
Many cities and towns utilize ground water because of the inferior quality
of available surface water. Industries also used large volumes of ground
water for similar reasons. About one-third of the ground water pumped was
for those two types of users. Water for crop irrigation was obtained in
about equal volumes from surface sources and from wells. About two-thirds
of the ground water pumped was for this use.
Water Consumption
Total consumption of water by the instream uses is estimated to have
been 4,027 mgd in 1975, and is projected to increase to 5,511 mgd by the
year 2000 (Figure 8-7). Irrigation accounted for 3,065 mgd in 1975,
and is projected to increase to 3,272 mgd in 2000. The minerals extraction
industries, primarily petroleum and natural gas, consumed 206 mgd in
1975 and are projected to increase their consumption of water to 416
mgd in 2000. Manufacturing industries consumed 314 mgd but will increase
340 percent to 1,067 mgd in 2000, to become the second largest user
of water.
Domestic water consumption will increase slightly to over 340 mgd
in 2000. Thermal electric power generation is projected to consume 291 mgd
in the year 2000. Low streamflows occur usually during July and August Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google VOLUME 4 | 11
ANNUAL FRESHWATER WITH DRAWALS
STEAM
ELECTRIC STEAM
ELECTRIC
MANUFACTURING
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DOMESTIC (‘I T
4 /0 I
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MANUFACTURING
MINERALS 5% , OTHER MINERALS
5% DOMESTIC 2% 5%
3°/e
1975 2000
Total Withdrawals — 14,567 MGD Total Withdrawals — 24,841 MGD
ANNUAL FRESHWATER CONSUMPTION
av
MINERALS OTHER °
5% OTHER 3 /
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,3 /° DOMESTIC I
MANUFACTURING ANUFACTUFHN
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Total Consumption — 4,027 MGD Total Consumption — 5,511 MGD
I
Figure 8-7. Withdrawals and Consumption Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google 18 | LOWER MISSISSIPPI REGION
(months of high consumption), but the depletion of flows due to the above
regional consumptive uses rarely exceeds 10 percent of the present modified
flow.
Instream Uses
Instream flow uses are those needs that are satisfied by flows of water
within the streambed. Instream flow is needed for fish and wildlife,
navigation, recreation, waste disposal, hydroelectric power, and salinity
control. These purposes require minimum levels of water quantity and quality
for satisfactory use. On the main stem Mississippi River, flow quantities
are generally adequate to satisfy the regional requirements. During low-
flow conditions, however, the denser saline waters of the Gulf of Mexico
often intrude into the river channel and advance upstream for many miles,
polluting water supply intakes. It has been determined that a flow of
194,000 mgd is required in the lower reaches of the Mississippi River
to prevent such salt-water intrusion. The instream flow approximation at
the mouth of the river plus the other gulf tributaries is 359,033 mgd.
Maintenance of that flow in the river will not only prevent salt-water
intrusion, but will also provide adequate flow to meet other instream
flow needs such as waste disposal, fish and wildlife habitat, navigation,
and recreation.
Instream flow requirements in the coastal Louisiana marsh and estuary
areas is a very complex matter. Salinity alteration and water level
management needs relate to the requirements for maintaining a water chem-
istry and-or vegetative development conducive to high productivity of
fish and wildlife resources. Flow requirements on the major streams
in the coastal area have been determined in order to provide the optimum
conditions for fish and wildlife productivity. The State-regional estimates
of these flow requirements range from a high of 316,000 mgd in April
to a low of 70,000 mgd in November.
Water Supply and Demand
An abundant supply of generally good quality water is available in
the Lower Mississippi Region. The mighty Mississippi River, carrying
runoff from 41 percent of the conterminous United States, provides water
far in excess of the withdrawal and consumptive requirements of the region.
Total annual withdrawals average about 3 percent of total streamflow in
an average year. Total consumption is only about 28 percent of withdrawals
and less than 1 percent of total streamflow. This is without considera-
tion of the vast ground-water supplies which currently constitute about
33 percent of total withdrawals. Even with a 71 percent increase in fresh-
water withdrawals and a 37 percent increase in consumption projected by
the year 2000, there would appear to be little strain on the region's
water resources in the future.
However, while comparisons of annual supplies with annual requirements
for withdrawal and consumption show no indication of a water shortage, this Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google VOLUME 4 | 19
can be very misleading. Such a comparison is very complicated because of
various localized and functional requirements and-or demands. The demands
for municipal, industrial, and agricultural water are being easily met,
with a few localized exceptions. The requirements for instream flows,
however, commonly exceed available supplies during low flow periods of
the year. The additional needs for supplemental water for estuarine pro-
ductivity and land building could place a tremendous burden on regional
surface flows in the future if water is withdrawn to satisfy these needs.
Such regional demands, coupled with the prospect of increasing upstream
depletions of surface flows in the future, create the possibility of
serious future conflicts concerning the allocation of regional water
supplies. More detailed discussion of the seasonal, geographical, and
functional problems is presented in the section entitled "Problems."
Comparative Analysis
Table 8-5 compares the National Future (NF) and State-Regional Future
(SRF) estimates of streamflows and water use in the Lower Mississippi Region.
In a few functional-use categories, such as steam electric power
generation and agriculture, there is excellent agreement between NF and
SRF withdrawals and consumptive use figures. The category showing the
largest discrepancy is manufacturing. Since manufacturing is one of the
largest water users in the region, the discrepancy is quite significant.
NF data for manufacturing water use were developed by the U.S. Bureau
of Domestic Commerce (BDC) based on surveys of major manufacturing concerns
throughout the Nation, with survey data checked against aggregated totals
published by the Bureau of the Census of the U.S. Department of Commerce.
SRF data were taken from the Lower Mississippi Region Comprehensive Study,
a recently completed interagency study which based its water-use estimates
on water-use surveys, personnel interviews, and published data. The meth-
odology used by the NF and SRF to develop current manufacturing water
use was very similar. On the other hand, the BDC assumed extremely
high recirculation rates for future years, which accounts for the large
differences between SRF and NF manufacturing use in 1985 and 2000.
Other categories of water use in which significant descrepancies exist
include minerals, domestic, and other functional uses. Differences in
data sources and methodology generally account for the differences in min-
erals and domestic water use. As with manufacturing water use, it was
not possible to resolve these discrepancies. In the category of other
functional uses, the SRF data include a large water usage for fish and
wildlife and commercial fishing. There is a significant documented use
of water in these categories which the NF data do not recognize. Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google 20 I LOWER MISSISSIPPI REGION
Table 8-5.-—Socioeconomic and volumetric data summary: the Lower Mississippi
Region
1975 1985 I 2000
Category
NF SRF NF SRF NF SRF
SOCIOECONOMIC DATA (1000)
Total population 6,417 6,536 6,767 7,094 7,142 8,156
Total employment 2,285 2,330 2,553 2,572 2,863 3,043
VOLUMETRIC DATA (mgd)
-Base conditions-
Total streamflow 455,390 NE 455,390 NE 455,390 NE
Streamflow at outflow
pointls) 433,000 433,000 417,457 NE 411,308 NE
Fresh-water withdrawals 14,567 19,330 17,453 28,530 24,841 44,387
Agriculture 4,624 4,889 4,613 5,011 4,507 5,316
Steam electric 4,175 4,175 9,313 9,313 16,687 16,687
Manufacturing 4,163 5,498 1,634 8,888 1,365 16,102
Domestic 655 800 721 900 790 1,185
Commercial 150 a 159 a 170 a
Minerals 799 189“ 1,010 249b 1,518 332b
Public Lands 1 NE 3 NE 4 NE
Fish hatcheries <1 NE <1 NE <1 NE
Other 0 3,779° 0 4,169¢ 0 4,765°
Fresh-water consumption 4,027 8,304 4,554 9,476 5,511 11,820
Agriculture 3,109 3,531 3,258 3,632 3,335 3,877
Steam electric 54 54 118 118 291 291
Manufacturing 314 997 552 1,672 1,067 3,047
Domestic 294 366 319 416 344 499
Comercial 49 ab 51 a 54 a
Minerals 206 48 253 56“ 416 131“
Public lands 1 NE 3 NE 4 NE
Fish hatcheries O NE 0 NE 0 NE
Other 0 3,3oa° 0 3,5a2° 0 5,957°
Ground-water withdrawals 4,838 6,413 NE 7,616 NE 9,123
Evaporation 0 0 0 0 0 0
Instream approximation
Fish and wildlife 359,033 NE 359,033 NE 359,033 NE
NE — Not estimated.
b
a SRF domestic water use includes commercial and institutional requirements.
A portion of SRF minerals water use includes saline water.
C SRF other water use includes fish and wildlife and commercial fishing requirements. Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google VOLUME 4 I 21
Problems
The overall supply of water is currently ample and is expected to
continue to be sufficient to meet the water supply needs of the Lower
Mississippi Region for the next 50 years. There are, however, problems
of quantity, distribution, and quality affecting the use of the water
and related land resources that are critical to the region. There are
additional water and related land-resource problems that are extremely
serious and must be solved if needed growth and development is to take
place in the region. These include flood control, navigation, erosion
and sedimentation, fish and wildlife habitat, and water-oriented rec-
reation. Solution of these severe and urgent problems will require proper
study, resolution of institutional and legal arrangements, programs, changes
in national policy on water resources and programs, changes in the Federal
role in helping resolve high priority problems, and further research and
data collection activities.
Flooding
Devastating floods have occurred several times in this century. These
have resulted in the evacuation and displacement of thousands of people;
hundreds of millions in dollar damages to residential, public, commercial,
and industrial property; and severe losses to the region's farmers. The
most recent flood occurred in 1973, with high water continuing into 1974.
The frequency and severity of flooding in the region are related to three
important factors: (1) the region drains 41 percent of the conterminous
United States and two Canadian provinces; (2) rainfall is abundant year-
round, with intense activity often occurring during short periods; and (3)
about one-half the land area of the region is subject to flooding, as
in the case of the vast and relatively flat Mississippi River flood plain,
which is composed primarily of impermeable materials that overlie a water
table near ground surface. In addition, the region is subject to the
devastating effects of tidal floods from hurricanes, especially in the
low-lying coastal areas.
The flood of 1973 was not as great as the record flood of 1927, but
it inundated more than 13 million acres, causing nearly $912 million in
damages, making thousands homeless for an extended period, and accounting
for 28 deaths. Its overall impact on the national economy is difficult to
quantify precisely, but in a period of food shortages and rising prices,
the flood losses had a significant adverse economic effect. Under present
conditions, with one-half of the region's land subject to flooding, aver-
age annual damages are estimated to be about $399 million per year--
$255 million to agricultural lands, $63 million to urban areas, and $82 mil-
lion in other damages.
Although flood damage control is highly sophisticated in the region,
damages are projected to increase about 18 percent by the year 2000 (NF
estimate). Since most of the flood-prone lands are used for crop pro-
duction and pasture, unless additional measures are undertaken, extensive
flood damages on principal streams in upstream watersheds will increasingly Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google 2 I LOWER MISSISSIPPI REGION
hamper the region's capability to produce the food and fiber essential to
the economy and well-being of the region and Nation. Safe human habitation
and continued economic growth in the area are almost dependent upon effec-
tive flood-control measures. Urban flooding is a serious problem and is
projected to become even more serious. Urban flooding causes widespread
damage to residential, commercial, and industrial property, especially in
coastal areas, where tidal flooding accounts for nearly 60 percent of all
urban flood damages. Urban flooding is expected to account for a larger
proportion of total damages in the future as urban growth continues.
The region's main line of defense against major flood disasters is
the Mississippi River and Tributaries (MR&T) Project, presently less than
50 percent complete in terms of funds expended. In terms of physical
construction, the project is approximately 69 percent complete. The
tremendous dollar damages and human suffering experienced in 1973 would
have been magnified nearly 18 times without the project, which prevented
nearly $15.6 billion in damages. No estimate of lives saved in 1973
can be made, but the project's worth in this regard is implicit in the
fact that seven times as many people perished during the flood which
occurred in the absence of the project in 1927. Expenditures to date
on this project total about $3.1 billion, whereas total accrued benefits
exceed $55 billion.
Structural improvements which reduce damages from flooding have been
constructed throughout the region by the joint efforts of Federal, State,
and local agencies. These works include 3,800 miles of levees and flood-
walls, 11,555 miles of channel improvements, 42 pumping plants, numerous
large and small reservoirs with a combined flood storage capacity of more
than 6 million acre-feet, four hurricane protection projects, and a vigorous
nonstructural program which includes numerous flood-plain information re-
ports, localized flood hazard data, floodway evaluations, a flood insurance
program, and land treatment applied to more than 19 million acres of rural
lands. The nonstructural program further includes flood forecasting ser-
vices of the National Weather Service with a forecast center at Slidell,
Louisiana, and district offices at six locations which provide river and
flood forecast services for the entire region. Hurricane storm surge
and storm tide forecasts for the coastal section are provided by the New
Orleans Weather Forecast Center.
In spite of the extensive flood-control works, the region remains
subject to extensive flood damage as previously pointed out, and much
more needs to be done. Remaining flood damages were calculated for the
region based on the assumption that numerous under—construction flood-
control projects were in place. In fact, these flood-control projects
are far from complete, with scheduled completion dates running to 1985 and,
in some instances, beyond. A large backlog of construction on these pro-
jects must be overcome before the scope and degree of protection assumed
as a base condition for assessment of both current and future flood damages
will actually exist. For instance, the entire levee system of the MR&T
Project was considered complete in the flood damage assessment, although
design protection is not yet provided. Thus, there is no protection against
the Project Design Flood or equivalent events, and the potential for flood
losses is far greater than that reflected in the damage assessment. The Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google VOLUME 4 | 23
catastrophic occurrence of the project flood would be a disaster from
which the region would not easily recover.
Without question, flooding is the region's most severe and urgent
water-related problem. It is essential that ongoing flood-control projects
be accelerated to completion and that additional works be planned and
implemented to provide additional relief from the potential disasters that
continue to threaten the residents of the region. Failure to do so will
cause the region to continue to suffer extensive flood damages and prevent
the economic and social progress so vital to the region and the Nation.
Navigation
Probably the most extensive navigation system in the Nation exists in
the Lower Mississippi Region. The vast navigational network of the region
includes the main stem of the Mississippi River plus more than 12,000 miles
of shallow-draft navigation channels. This navigation system has been
provided largely by projects and programs of the Federal Government,
primarily the Corps of Engineers. As previously indicated, over 345 mil-
lion tons of commerce were moved through the region in 1975, carrying
such important commodities as petroleum and petroleum products, indus-
trial chemicals, grain and grain products, iron and steel products,
nonmetallic minerals, and unprocessed marine shells.
The maintenance of an inland navigation system has been vital to the
expansion and progress of thisNation throughout history. The importance
of this system to the Nation is more apparent today than ever before. With
dwindling energy supplies, the provision of efficient, low-cost barge
transportation is an essential part of the national transportation system.
The economic growth in the industrial and agricultural sectors of the
Lower Mississippi Region would not be possible without this important
transportation system. Some $18 billion (1975 dollars) in industrial de-
velopment has occurred in the area between Baton Rouge and New Orleans
alone. These industries are there not only because of the available
fresh water, but because the Mississippi River is the Nation's key link
in domestic and world trade.
The Mississippi River, along with the Gulf Intracoastal Waterway
and connecting channels, is also important to the offshore oil industry.
The fact becomes even more significant when it is realized that approx-
imately one-third of the Nation's production of oil and gas comes from
the Lower Mississippi Region. The port of New Orleans, the Nation's second
largest, is a good example of the positive effect of the navigation system
on the economy. It is estimated that the total economic impact of this one
port is $6 billion a year (1975 dollars). With the enormous volume
of both domestic and world trade involved, the effects are great and far-
reaching.
It is imperative that the maintenance, development, and expansion of
this navigation system be continued in the future. Significant growth and
development are anticipated in both shallow- and deep-draft shipping in
years to come. Technological advances in areas of safety, navigation, Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google 24 | LOWER MISSISSIPPI REGION
maneuvering aids, and construction techniques will be of increasing benefit
to shallow-draft transportation. Deep-draft shipping, on the other hand,
will benefit from major investment and advancement stemming from increasing
oceanborne trade. Projections are that ships of all types will continue
to increase in size and absolute numbers within the near future. Other
changes are anticipated in areas of automated control and in loading and un-
loading equipment.
Projected increases in the size of vessels may necessitate enlargement
of inland waterways from the existing 9-foot depth to 12 feet and the
enlargement of some deep-draft channels to depths greater than 40 feet. The
latter is important if deep-draft ports of these channels are to continue
as major transshipment points for world trade. For purposes of economy,
enlargement of channels to accommodate projected commerce should be effected
before the physical capacity of the waterway is reached. Another major
need is for a superport in the gulf area to accommodate supertankers that
will be used to import petroleum to meet the national demand for energy.
Within the next 25 years, significant growth is projected in total inland,
coastal, and foreign commerce. By the year 2000, the regional waterway
system is expected to carry about 220 billion ton-miles of traffic, almost
double the 1975 total.
Water Quality
The quality of surface- and ground-water supplies in the Lower Mis-
sissippi Region is generally good for most uses. However, notable exceptions
do exist, usually as a result of waste discharges, agricultural chemicals,
salt-water intrusion from the Gulf of Mexico, localized mineral deposits, or
unregulated underground disposal of wastes.
For the most part, surface-water bodies are calcium bicarbonate waters
of relatively good quality with narrow ranges in quality variation. Sod-
ium chloride waters do occur, however, particularly during low flows in
streams such as the Arkansas and Red Rivers and in the coastal zone
streams.
Most ground—water aquifers in the region yield calcium bicarbonate
water of good quality. Brackish water does occur locally, however, in
several areas of the region. The U.S. Geological Survey, in a recent
unpublished study, identified 35 occurrences of ground-water pollution
in the region. All but two of these were caused by man, primarily
as a result of oilfield brine disposal and heavy pumping of fresh-water
aquifers.
’ A good bit is known about the treatment of bacteria and biodegradable
wastes from agricultural sources, sewered communities, and the nearly
1,100 industries in the region known to produce these types of wastes.
Waste loads generated receive varying degrees of treatment. Although
295 of the 315 sewered communities with a population of 1,000 or more
operated sewage treatment plants in 1970, these facilities served only
40 percent of the region's population. The remainder used septic tanks
or disposed of the untreated sewage. Even when treatment was provided, Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google VOLUME 4 I 25
the average level for municipal wastes varied by State from 50 to 85 per-
cent BOD5 removal, while the regionwide average for industrial wastes
was about 55 percent of BOD5 removal. Removal of harmful bacterial varied
even more radically, ranging from 5 percent in one State to 100 percent
in another. Bacterial pollution is most serious in the large metropolitan
areas of Memphis and New Orleans. Domestic water systems for the major urban
areas, particularly downstream from Baton Rouge, Louisiana, encounter dif-
ficulties in providing safe drinking water when the main-stem flow of the
Mississippi River is the source of the supply. This problem will intensify
as the river flow becomes more and more reduced by upstream consumption,
thus allowing the salt water of the Gulf of Mexico to encroach further up-
stream. There is also uncertainty regarding the adequacy of present-day
technology for treating potable water to provide protection from the dis-
charge of toxic materials by upstream industries and other users.
Data on nonbiodegradable industrial wastes within the region are
insufficient to allow quantification of discharge. Therefore, problems
caused by thermal wastes, heavy metals, nutrients, toxic substances, odor,
color, and oil and grease can be addressed only in general terms al-
though they are recognized as being quite serious. Between St. Francis-
ville and Venice, Louisiana, 60 industries discharge highly concentrated
non-BOD wastes into the Mississippi River. The extent of pollution is
reflected in the fact that fish caught in the river below Baton Rouge
are not marketable because of off-flavors in their flesh. This reach,
however, serves as raw water supply for 40 utilities serving a population
of one and one-half million. Treated water supplies at two locations have
been found to contain trace amounts of six organic chemicals capable
of inducing histopathological changes in animals during chronic toxicity
studies. Treated water supplies at two locations have been found to
contain three organic chemicals described as carcinogenic. Analyses are
being made to determine the presence of these chemicals in the treated
water supplies in New Orleans.
Future water quality will be affected by the projected increases in
urban and industrial growth, agricultural production, and recreational
activity, all of which are directly related to projected increases in
population. These increases will generate corresponding increases in
waste products. Organic waste loads will increase from 10 million pounds
of BOD to 17 million pounds by the year 2000. A need also exists for
control of bacterial pollution at several points. By 2000, this type
of pollution is expected to be about twice as serious as it is presently.
Pollution from other industrial wastes is expected to continue to be
serious, especially in the Mississippi River. It is imperative that
additional data be gathered regionwide on pollution sources, present methods
and effectiveness of waste-water treatment, and stream and lake water
quality, and that a comprehensive water quality management program be
instituted. Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google 26 I LOWER MISSISSIPPI REGION
Water Quantity
In terms of total quantity, the Lower Mississippi Region has abundant
supplies of water to meet all its needs. The Mississippi River itself,
carrying runoff from 31 States and a portion of Canada, provides a volume
of water far in excess of the total withdrawal and consumption needs of
the region. The region also receives abundant rainfall that replenishes
ground water and feeds its many interior streams and lakes. Aquifers con-
taining fresh water of good quality underlie most of the region except
for part of the Louisiana coastal area and a small area in central Louisiana.
About 80 percent of these water table and artesian aquifers are capable of
yielding large volumes of fresh water.
However, the fact that the region has been endowed with a plentiful
supply of water does not mean that it is without management problems.
Availability of water of the quantity and quality needed at specific times
often causes serious problems throughout the region. When analyzed on
a monthly basis and under dry-year conditions, localized shortages do
occur. These localized shortages occur because of lack of access to large
drainage arteries and-or poor or insufficient ground-water sources. There
is a need for additional facilities such as new wells to tap ground-water
sources, storage facilities to provide for municipal, industrial, and agri-
cultural needs, and, possibly, conveyance facilities to transport water from
one area to another. With the proper facilities and better management of
existing resources, most of the region's localized problems can be solved.
In addition to such localized supply problems, there are other much
larger needs which place heavy demands on water supplies in the region.
For instance, instream flow needs exceed supplies at certain times. Instream
flow uses are those that are satisfied by flows of water within the
streambed. Instream flow is needed for fish and wildlife, navigation,
recreation, waste disposal, hydroelectric power generation needs, and
salinity control. These needs require minimum levels of water quantity
and quality for satisfactory use. On the main stem Mississippi River,
flow quantities are generally adequate to satisfy the regional require-
ments except during periods of low flow. During periods of low flow,
navigation for instance, is hampered, and extensive dredging is often
required to keep minimum-depth channels open to traffic. During low-flow
conditions, denser saline waters of the Gulf of Mexico intrude into the
river channel and advance upstream for many miles, polluting the water
supply intakes. Mississippi River flow during a dry year (80 percent
exceedance flow) is insufficient during 4 months out of the year to
prevent salt-water intrusion into water supply intakes in the lower reaches
of the river. It has been determined that a flow of 194,000 mgd is
required in the lower reaches of the Mississippi River to prevent such
salt-water intrusion. Maintenance of that flow in the river will not
only prevent salt-water intrusion, but will also provide adequate flow to
meet the other instream flow needs such as waste disposal, fish and wild-
life requirements, navigation, and recreation.
In addition to the main-stem flows, specific needs have been identified
in other streams in the region. For instance, a minimum flow of 847 mgd is Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google VOLUME 4 | 21
needed on the Ouachita-Black Rivers to maintain a 9-foot deep navigation
channel.
Instream flow requirements in the coastal Louisiana marsh and estuary
areas are difficult to identify. Salinity alteration and water level
management needs relate to the requirements for maintaining a water chem-
istry and-or vegetative development conducive to high productivity of
fish and wildlife resources. Studies have been conducted to determine
the water requirements in nine hydrologic units along the coastal zone.
Flow requirements to provide optimum conditions for fish and wildlife
productivity were determined for the major streams in each hydrologic unit.
The flow requirements were determined for each individual month for both
water-level management and salinity alteration. Detailed methodology
and water requirements for each month can be found in Technical Memorandum
No. 2, National Water Assessment, Lower Mississippi Region, December 1976.
Other needs could place future demands on regional water supplies, for
example, the need for supplemental water supplies for maintenance of high
level fish and wildlife productivity in coastal and estuarine areas. Such
needs, if satisfied, would require a large portion of the total regional
flow. Another need which could place even greater demands on regional
surface flow is that of coastal land building. The coastal area of the
region is undergoing progressive net loss of land area. Studies indicate
an average rate of loss of 16.5 square miles per year. The maintenance of
a high level of estuarine productivity requires that the progressive loss
be reduced and, preferably, eliminated. The most practicable means for
building new land to offset the current losses is the diversion of flows
from the Mississippi River below Old River into relatively shallow water
areas adjacent to the river. This would allow deposition of much of the
large sediment load transported by the river. If the total sediment load
of the Lower Mississippi River were managed for land building, however,
it is estimated that only 12 square miles of new land could be developed
each year. Hence, the desired goal of balancing land loss with land gain
can only be approached. It can be concluded that, based on the satisfaction
of all needs for reasonably possible uses for maximizing estuarine produc-
tivity in the fish and wildlife resource, the total fresh-water requirement
to meet the needs of the region's estuarine zone is equal to the total
annual flow of the Mississippi River below Old River.
As stated before, the water supplies in the Lower Mississippi Region
are generally abundant. Other than localized shortages, the supplies should
be adequate to meet all intra regional consumption requirements to the year
2000. There are certain demands, however, placed on the surface flows that
could cause severe problems. Needs for instream flow for navigational
requirements and to limit salinity intrusion will become even more critical
if flows are reduced. These needs, combined with the large needs for
fresh water in the coastal and estuarine areas, make any future depletion
of regional surface supplies critical.
Future depletions of regional surface flows will be significantly
influenced by depletions in other regions. On a mean annual basis, de-
pletions from subregion 705 at the inflow point to the Lower Mississippi Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google 28 I LOWER MISSISSIPPI REGION
Region will increase from 12 percent in 1975 to 16 percent in 2000.
More severe depletions may be revealed in analysis of critical months,
especially in dry years.
It is apparent, therefore, that future upstream depletions will
adversely affect theLowerMississippiRegion.In dry years, these effects
could become extremely critical.
Erosion and Sedimentation
Erosion and sedimentation are serious problems throughout the region
and are expected to continue as serious problems inuothefuture. Erosion
affected 19 million acres of land and 11,000 miles of streambank in 1975,
producing nearly 133 million tons of sediment. The average annual gross
erosion rate per acre per year from cropland harvested was 23 tons, with
rates as high as 25 tons per acre in the west Tennessee portion of the
region. Nearly two-thirds of the land affected was in forests and about
20 percent was in crops.
The effects of erosion and sedimentation are widespread znui quite
varied. Some of the effects andcharacteristics of these problemsfollow:
1. Flooding and water management problems are related to erosion and
sediment deposition in that both are associated with high runoff of rainfall,
reservoir filling, channel filling,flood-plain scour, and water quality.
2. Most of the land needing drainage has insignificant amounts of
erosion but may be affected by flood-plain deposition, swamping, and in
some cases, by flood-plain scour.
3. Sedimentation, as well as channel-bed movement, is a constant
threat to navigation and requires regular monitoring and maintenance in
navigation channels.
4. Suspended sediments must be removed from surface water used for
municipal and industrial purposes. Water supply reservoirs must be de-
signed for sediment storage ll! order to meet anticipated future water
needs.
5. Suspended sediment in water decreases its esthetic or visual
quality and its value for recreation use. Sediment-polluted water is
detrimental to biologic and aquatic life systems supported by the water.
Suspended sediment is the largest pollutant of water.
6. Swamping or filling of drainage systems and the development of
natural levees by sediment deposition may subsequently result in stag-
nated water which serves as breeding places for mosquitoes. Suspended
sediment in water often carries with soil chemicals,herbicides, pesti-
cides, and fertilizers which may affect the health of humans, animals,
and plant life using the water. Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google VOLUME 4 | 29
7. Sediment is a deterrent to recreation in water stored for recrea-
tional use or when deposited on parks and playgrounds. Recreational use of
land may contribute to erosion and sedimentation.
8. Bare or sparsely vegetated, eroded land with gullies is usually
poor in esthetic value. Also, large areas of mud and silt deposits are
unattractive.
9. Most game and sport fishery is damaged in proportion to the amount
of suspended sediment in the water. Sedimentation may completely destroy
fish breeding habitats.
10. Soil erosion in forestland can be influenced by overgrazing, poor
management, roads, logging trails, and heavy recreation use. Agricultural
management can influence erosion by such practices as timeliness of opera-
tions, application of fertilizers, crop residue use, and other conserva-
tion practices.
11. Some soil loss by erosion is tolerable and is not considered an
on-site problem unless it reduces the productive capacity of the soil.
However, downstream or off-site sediment problems may be created by tolerable
amounts of erosion.
12. Deposition of sediment is influenced by the velocity of the moving
water and the size of the sediment. Damages caused by sedimentation include
deposits of sterile overwash; swamping or ponding of water on certain lands;
increased areas of inundation; increased streambank erosion; scour or
erosion of certain flood-plain lands; damaged transportation and reservoir
facilities; impaired drainage; higher water tables; deposition on crop,
pasture, and forest lands; destruction of wildlife habitats; and degradation
of aquatic life.
13. Activities other than agriculture that can contribute large
sediment yields are: dredging of navigation and drainage channels, road
and highway construction, strip-mining, urban development, ditch con-
struction, excessively heavy recreation use, and fires that destroy the
vegetative cover.
Erosion and sedimentation caused approximately $16 million in quantifi-
able annual damages in the Lower Mississippi Region in 1975. Future changes
in land-use and management practices are expected to cause a slight reduction
in the extent of erosion. Total land area affected is projected to decrease
from 19 million acres to 18 million acres by the year 2000. Length of stream-
bank erosion is projected to remain constant at about 11 ,000 miles. Extent
of erosion measured in sediment produced is expected to decline from
133 million tons to 97 million tons by 2000.
Water Surface
Surface water in the Lower Mississippi Region provides recreation
opportunities, fish and wildlife habitat, scenic qualities, and other Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google III I LOWER MISSISSIPPI REGION
attributes which enhance environmental quality. Significant increases in
population, per capita income, and leisure time during the next 25 years
are expected to generate a 60 percent increase in needs for recreation
water area, with most of the increase predicted to occur in and near major
metropolitan centers. Projected water surface needs for sport fishing, as
well as recreation, are related to increases in population, per capita
income, and leisure time. The total need for all types of sport fishing
is expected to increase about 30 percent in the next 25 years.
The needs of environmentally significant water areas are primarily
maintenance or enhancement of present environmental quality and assurance
of accessibility to the public. Estimated needs equal 292,000 acres
in the NF forecast and 876,000 acres in the SRF forecast. Crowley's
Ridge in the northwestern portion of the region would be environmentally
enhanced by the creation of a number of small manmade lakes totaling
10,000 acres.
Environmental Quality
A substantial portion of the region's surface-water area has been
identified as having significant environmental quality because of natural
splendor, esthetic quality, or other unique attributes. Included are
446,000 acres of lakes and 28,000 acres of rivers and streams (or about
2,362 miles). About l out of every 3 miles of environmentally signif-
icant rivers and streams has already been named in enacted or pending
scenic river legislation of the States. Many of the lakes, in addition to
their scenic attributes, harbor unique ecosystems.
In addition to the water areas, there are 12,283,000 acres of rural
land in the region known to possess special environmental attributes. These
lands are composed of near—wilderness areas, wetlands, unique geological
features, unique botanical areas, unique ecosystems, beaches and shores,
bottomland hardwood forests, and lands bordering scenic lakes, rivers,
and streams.
Present trends of development, land clearing, drainage, channeliza-
tion, etc., indicate that a substantial portion of the significant
environmental attributes of the region will be destroyed within the next
25 years if preventive steps are not taken. To maintain, enhance, or
restore the environmental integrity of certain natural features in the
Lower Mississippi Region, resource management plans should henceforth
include express provisions for protecting these selected features. Pro-
tection of these features of the natural environment will insure their
availability for the enjoyment of future generations, and will also help
prolong the overall stability of the region.
Coastal and Estuarine Areas
The coastal and estuarine zone of the Lower Mississippi Region is
currently in a state of general deterioration. In the last 250 years, Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google VOLUME 4 I 31
the construction of works to control devastating floods and to provide
for dependable navigation has increasingly restricted the overflow of
the Mississippi River, thereby depriving the zone of nourishing sediments.
Through natural subsidence and erosion, the zone is yielding to the sea
a part of the sediments deposited by repeated overflow during centuries
of time. The zone is also undergoing change from manmade canals built
in connection with development of the petroleum and fishing industries.
These canals not only provide avenues for the intrusion of salt water,
but their bank lines are subject to wave attack. Altogether, manmade
changes are altering the basic character of the coastal and estuarine
zone, particularly in the productivity of fish and wildlife.
To prevent further deterioration of the coastal and estuarine area
of the region and ensure its future productivity, water management require-
ments for four specific purposes have been identified. These needs were
also discussed under "Water Quantity."
Land Building Needs - The source of material for land building in the
coastal zone has been sediment transported by the Mississippi River and its
distributaries. Now confined by levees, however, the Mississippi River
discharges most of its transported sediment into the deep water of the Gulf
of Mexico. An estimated 16.5 square miles of marshland in the coastal estu-
arine zone are being lost each year from the combined effects of subsidence,
erosion, compaction, organic decay, and various human activities.
The relationship between River flow and sediment transport in the
Mississippi River is reasonably well known. Therefore, the need for land
building is expressed in terms of River flow. The expressed need is for
delivery of 352,200 mgd of sediment-laden water to strategic locations in
the estuarine zone.
Salinity Alteration Needs - Water salinities in the coastal and
estuarine zone have been characterized by relative stability, particularly
with respect‘ to the transition from fresh to saline zones and by gradual
salinity change during and after floods. However, the construction of
levees and the extensive channelization of the marsh for navigation,
drainage, and mineral exploration and production have provided avenues
for the intrusion of salt water, which has resulted in a long-term trend
toward increased water salinities in certain areas of the marshes.
Optimum conditions for commercial and sport fishes productivity in
the zone can be achieved in problem areas by the maintenance of specified
salinity levels during spring, summer, and fall. Overall coastal zone
needs for salinity control, based on average annual requirements, are
estimated at 194,000 mgd.
Water Level Management Needs -Estuarine productivity in the coastal
and estuarine zone is dependent upon a pattern of cyclical change in water
levels. Supplemental flows beyond that available from runoff are required
at two locations in the zone. In the Grand and White Lake area, a minimum
water level of 2 inches above the marsh floor is needed during the period
from August through May to promote growth of desirable plants for enhance- Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google 32 I LOWER MISSISSIPPI REGION
ment of wildlife productivity. In the Atchafalaya Floodway, supplemental
water is needed to optimize fish and wildlife production. The requirement
is equal to the optimum flow minus the minimum flow normally available.
These two purposes require an average annual flow amounting to 59,600 mgd.
Shoreline Erosion Control Needs - For many years after the Mississippi
shifted to its present position, flood waters and sediments were widely dis-
persed throughout the coastal zone by overbank flows of the Mississippi River
and its main distributary, the Atchafalaya River. The only areas now receiv-
ing appreciable sediments are the Mississippi Delta and the Atchafalaya
Bay areas. Deprived of the freshening effects of overflows, the shoreline
is now eroding from the combined effects of wind, tidal action, and waves.
Several specific locations along the shoreline of the region are
undergoing critical erosion, and protection of these areas is urgently
needed.
Excessive Wetness
Nearly 6 of every 10 acres of land in the region had a wetness
problem in 1975 which imposed limitations on some potential uses. About
42 percent of this acreage was used for crops, 41 percent for forests,
and 17 percent for pasture and other purposes. Requirements for drainage
of the land varied, however, as a result of the complex interrelationships
among several factors, such as climate, cropping patterns, tillage prac-
tices, plant tolerance to water, and the particular configuration of
drainage practices in effect at the time. In 1975, these factors were
such that only 9.3 million acres of cropland and pasture had a wetness
problem which caused significant losses to agricultural production.
Past drainage works in the region have been provided by local efforts
as well as federally assisted projects. Future wetness problems are expected
to cause significant losses to production on cropland and pastureland. Based
on the projected increase in cropland and pastureland in the region, lands
with excessive wetness problems are expected to increase to 11.1 million
acres by the year 2000. Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google VOLUME 4 I as
Individual Problem Areas
Identification of Severe Water and Related Land Problems
Previous activities in the specific problem analysis portion of the
national assessment identified specific severe problem areas within the
region. Each of these areas has specific water-related problems that
are of sufficient severity and urgency that solutions should be actively
sought by one or more of the following courses: (1) funding of additional
studies to determine solutions to problems, (2) continued or accelerated
funding of ongoing studies so that solutions might be realized in a
timely manner, (3) authorization of specific projects which have been
identified as urgently needed through recent studies and reports, and
(4) funding of authorized projects so that construction might be initiated
as rapidly as possible. Detailed discussions, including problem identifica-
tion matrices and effects and implications analyses for each of these
problem areas can be found in Technical Memoranda 2 and 3 previously
published by the Mississippi River Commission. Included on the following
pages are brief summaries of each problem area describing the principal
issues-conflicts which exist or are expected to occur by the year 2000.
The problem area summaries are presented for each of the three subregions
within the region. A map depicting the problem areas is shown in Figure
8-8a. An explanatory matrix is given in Figure 8-8b.
Problem areas were grouped, according to Water Resources Council
guidelines, into one of the following categories: GroupA or Group B. The
criteria for these two categories are as follows:
Group A. Problem areas that are not getting any attention or suf-
ficient attention under current programs and will probably continue to be
severe if additional action is not undertaken.
Group B. Problem areas which are being addressed by ongoing Federal
study programs or projects which, when implemented, should provide adequate
solutions to all the major problem issues identified.
Most of the problem areas in the Lower Mississippi Region were clas-
sified as Group A. Most contain a large diversity of problem issues of
such urgency and complexity that, even with implementation of ongoing pro-
jects and programs, there will still remain significant unresolved problems.
There were, however, five problem areas which warranted classification as
Group B problem areas as defined above. The Group B problem areas are as
labeled. All other problem areas in the Lower Mississippi Region are clas-
sified as Group A.
Problem Area : Above St. John's Bayou (Big Lake Basin and Commerce, Missouri)
WRC Region: 8 Subregion: 801
State: Missouri Problem Area: 1
Group B Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google 34 | LOWER MISSISSIPPI REGION
95°
I
LOWER MISSISSIPPI REGION
0 Problem Area
I--Region No.
101
I-I—Subregion No. M O
i-Region Boundary
1 ' fy
— Subregion Bounda
o
I-As
(‘O
:9) Lake Char P 3 @ Q
SCALE 1 4 400 000
I I I
J 0 100 200 MILES
95°
Figure 8-8a. Problem Map Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT (150ppi) / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google VOLUME 4 I as
LOWER MISSISSIPPI REGION IA)
PROBLEM MATRIX
Problem issues
Problem area
O= Identified by Federal Agency X= Identified by
Representatives State-Regional Representative
No. on map Name Water quantity Water quality Related lands
8 E 3 E 'O.E E ea
eases 1: asza .1 5585 a;§a
-I .
Subregion 801 Hatchie-Mississippi-St. Francis O O O O
Area Above St. John's Bayou ...... I X X X
St. John's Bayou & New Madrid Floodway ...... X X X X
Mayfield Creek Basin ...... X X X
Bayou du Chien ...... I x x x
Mud Lake ...... X X
Obion and Forked Deer Rivers ...... X X X X
Wolf-Losahatchie Basin ...... X X X X
Nonconnah Creek ...... X X X X X X X
Horn Lake Creek ...... I X X X
Lower White River ...... X X X X X
Big Creek, Arkansas ...... X X X X
St. Francis Basin ...... X X
Mississippi River Main Stem ...... X X X X
L'angui||e River ...... X X X
Cache River Basin ...... X X X
Little River Basin ...... X X
Subregion 3.02 Yazoo-Mississippi-Ouachita O O O O O
Area Upper Yazoo ...... X X X X X X X
Steele Bayou ...... X X X X X X
Yazoo River ...... X X X X X X X X
Greenville, Mississippi ...... X X X X X
Vicksburg, Mississippi . .. . X X X X X X
Greenwooo, Mississippi ...... X X X X X
Crossett, Arkansas ...... X X X
Monroe-West Monroe, Louisiana ...... X X X X X
Tensas-Cocodrie ...... X X X X X
Yazoo Blackwater ...... X X X X X X
Bushley Bayou ...... X X X X X
Sicily Island ...... X X X X X
Losto Lake to Jonesville ...... X X X X X
Below Red River ...... X X X X X
Franklin Parish, Louisiana ...... X X X X X
Tensas River ...... X X X X X X
Mississippi River Main Stem ...... X X X X
Homechitto River — Bayou Pierre ...... X X X
Subregion 803 Mississippi-Delta O O O O O O O
Area New Orleans-Baton Rouge ...... X X X X X X X X
Atchafalaya Basin Floodway ...... X X X
Gulf Intracoastal Waterway ...... X X X X
Mermentau River Basin ...... X X X
Bayou Teche-Vermillion River Basin ...... X X X X X
Grand Isle and Vicinity ...... X X X
Lake Charles and Vicinity ...... X X X
an
Figure 8-8b. Problem Matrix Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google 36 | LOWER MISSISSIPPI REGION
Description
The Above St. John's Bayou problem area includes the Big Lake Basin
and the Commerce, Missouri, area. Big Lake Basin is a 17,000-acre,
crescent-shaped watershed bordering the Mississippi River and lying in
the bootheel of Missouri. Of this 17,000 acres, 14,900 acres are cleared
land, well-suited to agricultural use. Population within the Big Lake
problem area consists of an estimated 420 rural farmstead residents living
in about 120 dwellings. The Commerce problem area is located in southeast
Missouri, in eastern Scott County, adjacent to Powers Island, Mississippi
River, and about +600 miles southeast of Commerce, Missouri. The area
experiencing flood problems can be divided into two intensively farmed
areas of about 1,179 acres and 196 acres. Principal crops within the
area are soybeans and wheat.
Problems
Related Land Issues
Flooding is a severe problem primarily in agricultural areas. Average
annual damages which may be expected to occur in the problem area total
$797,000.
Inadequate drainage is a primary cause of flooding. Frequent and
damaging floods occur in the basin as a result of impounded runoff and
seepage from the Mississippi River.
There isaconflict between the increasing demand for agriculture and
the diminishing resources of recreation, wildlife, and natural environment.
Bottomland hardwood woodlands have virtually been removed, especially from
the Big Lake Basin.
Adverse Effects of Not Solving Severe Problems
Storms and heavy rains create extensive flooding problems in the area.
Average annual flood damages which may be expected to occur in the problem
area without further improvements for flood control are estimated at
$345,200. All flood damages are related to crop damage and loss of pro-
duction.
Problem Area : St. John's Bayou and New Madrid Floodway
WRC Region: 8 Subregion: 801
State: Missouri Problem Area: 2
Group B
Deschl pfion
The St. John's Bayou and New Madrid Floodway problem area includes all
or portions of New Madrid, Scott, and Mississippi Counties in southeast Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google VOLUME 4 | 31
Missouri. The problem area is adjacent to the Mississippi River, forming
a part of the west bank alluvial valley of the river between Commerce and
New Madrid, Missouri. The topography is substantially devoid of relief,
with elevations ranging from 280 to 325 feet above mean sea level. New
Madrid Floodway has a length of about 33 miles, a maximum width of about
10 miles, an area of about 205 square miles, and is enclosed by the Missis-
sippi River levees except at the extreme lower end where a gap about 1,500
feet wide provides an outlet for interior drainage. The floodway is
located entirely in the alluvial valley which was subject to Mississippi
River overflow before the construction of the levees and is still subject
to infrequent inundation when the floodway is utilized.
The economy of the problem area is heavily oriented toward agriculture
and is supplemented by light industry in the towns. Total 1970 population of
the problem area was 53,871. Principal urban areas include Sikeston,
Charleston, East Prairie, and New Marid.
Problems
Water Issues (Fresh Water, Marine, Estuarine, and Ground Water)
The supply of water and related land for general outdoor activities is
far exceeded by the demand, thus causing local residents to go outside the
area for outdoor activities. The quality of surface water is adversely af-
fected by the intensive agricultural effort in the area.
Related Land Issues
Flooding is a severe problem primarily in agricultural areas and also
in urban areas such as Sikeston. Estimated average annual damages total
$1,581,900.
Flooding occurs in both basins as a result of inadequate interior
drainage and also in the St. John's Bayou area because of runoff accumula-
tion during extended high water on the Mississippi River. With the conver-
sion of woodlands to agricultural use expected to continue, these problems
of interior drainage and runoff accumulation will continue to increase.
The demand for small and big game hunting exceeds the supply due to
the lack of suitable wildlife habitat. Local residents are forced to go
outside the area to satisfy their needs.
Adverse Effects of Not Solving Severe Problems
Approximately 75,000 acres in the St. John's Bayou area are subject to
flooding from impounded runoff with a frequency of once in 100 years. In
addition, about 35,000 acres along major drainage channels are subject to
flooding from headwater runoff. Crop losses due to flooding which occurs Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google 38 I LOWER MISSISSIPPI REGION
during the growing season constitute the primary damages experienced in
the problem area. Available records indicate that damaging floods occur
nearly every year. In addition, damages to urban developments in the
city of Sikeston result from frequent flooding caused by inadequate drainage
channels. Extensive property damage and personal hardships are inflicted;
business operations are curtailed; traffic patterns are altered, resulting
in delays; and purchase of necessary supplies is sometimes deferred. During
these periods of extended flooding, wildlife habitat is inundated and
wildlife is adversely affected.
Problem Area : Mayfield Creek Basin
WRC Region: 8 Subregion: 801
State: Kentucky Problem Area: 3
Description
The Mayfield Creek Basin problem area is located in western Kentucky
and includes portions of Calloway, Graves, McCracken, Ballard, and Carlisle
Counties. Mayfield Creek is tributary to the Mississippi River, entering
the Mississippi approximately 4 miles downstream from the confluence of
the Ohio and Mississippi Rivers at Cairo, Illinois. The basin is approx-
imately 60 miles long, generally rectangular in shape, and has a drainage
area of 440 square miles. The headwater area is hilly and the soils are
highly erodible with sheet and gully erosion evident throughout the water-
shed. West Fork Mayfield Creek and Wilson Creek are the two largest trib-
utaries, with drainage areas of 73 and 48 square miles, respectively. Red
Duck Creek and Vulton Creek are also major tributaries to Mayfield Creek,
draining 2.8 square miles and 15 square miles, respectively. The area
economy is oriented primarily toward agriculture, supplemented by light
industry in the urbanized areas. The total population in 1970 was 22,874
with 10,724 urban and 12,150 rural. Forests are scattered throughout the
basin, with concentrations in the flood plain. The lower portion of the
basin is a wetland with high fish and wildlife values. The Bureau of
Sport Fisheries and Wildlife and the Kentucky Department of Fish and
Wildlife Resources consider wetlands in the lower portion of the basin
as the finest natural waterfowl habitat in the State. As such, these lands
constitute an important part of the Mississippi Flyway.
Problems
Water Issues (Fresh Water, Marine, Estuarine, and Ground Water)
A number of serious water quality problems adversely affect fish and
wildlife resources and recreation in the problem area. The decline in water
quality is generally attributed to agricultural development which results
in runoff heavily laden with sediment. Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google VOLUME 4 I 39
Related Land Issues
Flooding is a severe and extensive problem in aricultural areas. Total
crop and non crop average annual damages to rural lands are $141,100.
Damages to the city of Mayfield average $7,400 annually.
Erosion and sedimentation are severe problems common to the area.
There are approximately 2,400 acres of land within the problem area upon
which the timber has been killed or previously cultivated tracts have been
lost to the encroachment of silt and permanently inundated or saturated
soils. The loss of living hardwoods is directly adverse to most terrestrial
organisms, particularly to game species.
Sediment deposition increases farming costs and limits productive land
use. Agricultural lands are also being reduced in both quantity and quality,
with subsequent adverse impacts upon personal income, standards of living,
and assessed land and property values.
Adverse Effects of Not Solving Severe Problems
Approximately 28,000 acres along Mayfield Creek are in the 100-year
flood plain. Major floods would result in extensive damage to residences,
farm buildings, Federal and State highways, local roads, railroad facili-
ties, and approximately 13,000 acres of cultivated farmland.
Overall quality of water and lands within and closely adjacent to the
Mayfield Creek flood plain is deteriorating as a result of the choking of
the artificial channel with debris and silt in the lower reaches. There are
approximately 2,400 acres within the problem area upon which the timber has
been killed or previously cultivated tracts have been lost to the encroach-
ment of silt and permanently inundated or saturated soils.
Problem Area : Bayou Du Chien
WRC Region: 8 Subregion: 801
State: Kentucky Problem Area: 4
Description
The Bayou Du Chien River Basin problem area is located in Graves,
Hickman, and Fulton Counties in western Kentucky. The basin is about
28 miles long and has a drainage area of about 215 square miles. Bayou
Du Chien originates in the hills of Graves County and flows generally west-
ward along the northern portion of the watershed to enter the Mississippi
River at Hickman, Kentucky. The principal tributaries are Little Bayou
Du Chien, Mud Creek, Cane Creek, and South Fork Bayou Du Chien. Also
included in this problem area is Obion Creek. Obion Creek, which is about
59 miles long, rises in the south-central part of Graves County,Kentucky,
flows generally northwestward across the northeast corner of Hickman County
and enters the Mississippi River. Population centers are Hickman, Moscow, Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google 40 I LOWER MISSISSIPPI REGION
and Water Valley, Kentucky. The approximate population of the problem
area in 1970 was 4,500 rural and 3,100 urban. The economy is primarily
agricultural. Farming, livestock production, and dairying are the principal
occupations. The area is considered to be potentially rich in archeological
remains.
Problems
Water Issues (Fresh Water, Marine, Estuarine, and Ground Water)
Deposits of sediment, the products of upstream erosion, have clogged
the stream in the lower reaches, and further channel filling has occurred
progressively upstream from that point. Sedimentation and turbidity ad-
versely affect water quality and recreational and environmental uses of water
bodies.
Related Land Issues
Flooding is a severe problem primarily in agricultural areas. Aver-
age annual flood damage to crops is estimated to be $120,000 and $3,700
in noncrop damage. Flooding and overbank flows, particularly in the lower
reaches, have resulted in loss of timber and wildlife habitat.
Land erosion in the upper portions of the area is severe. Erosion
and sediment deposition increase farming costs and limit productive land
use. Sediment in flood prevention and drainage channels increases channel
maintenance costs.
Adverse Effects of Not Solving Severe Problems
Losses to cropland in the problem area will continue unless the flood-
ing and drainage problems are solved. Flood damages along Bayou Du Chien
are almost entirely agricultural. Average annual crop damages are $120,000
and noncrop damages are $3,700. It is expected that the flooding problem
will be compounded as sediment and debris continue to accumulate in the
channel. Failure to treat the upland areas to control erosion will worsen
the flooding problem and also result in deterioration and loss of livestock
pastureland.
Problem Area : Mud Lake
WRC Region: 8 Subregion: 801
State: Tennessee Problem Area: 5
Group B Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google VOLUME 4 I 41
Description
The Mud Lake problem area includes the Mud Lake and Blue Bank Bayou
Basins which are located in Lake County, Tennessee, and are bounded on
the west side by the Mississippi River levee. The Mud Lake Basin consists
of 11.3 square miles and the Blue Bank Bayou Basin comprises about 19.7
square miles. The topography of each basin is relatively flat and gen-
erally slopes south and west towards the Mississippi River. The land in
both areas is almost entirely cleared and is primarily used for crop pro-
duction. Thus, there are few remaining woodlands in either basin. Ridgely
is the only town within the problem area. The total population of Lake
County has been decreasing since 1950. There are no areas of 2,500 or
more inhabitants in Lake County, so the majority of the inhabitants are
designated as rural. The 1970 population of Ridgely was 1,656 while the
1970 population of Lake County was 8,074. The economy is basically agrar-
ian, but economic dependence on agriculture has been decreasing. In 1970,
median family income was $4,736 compared to$7,447 in Tennessee and $9,867
in the Nation.
Problems
Related Land Issues
Flooding is a severe problem primarily in nonurban areas. Average
annual damages total $151,600, with damages to crops totaling $139,100.
Impaired drainage and seepage from the Mississippi River constitute
the primary problems. These conditions result in large areas of land
being flooded annually during the crop season, crop production losses,
and damage to houses, buildings, roads, and other improvements.
Financial issues
The level of Federal and State funding is inadequate. Problems are
not being solved in a timely fashion.
Adverse Effects of Not Solving Severe Problems
Serious problems will continue to plague the area if interior flood-
ing is not reduced. Thousands of acres of crops are destroyed by flood-
waters, and planting and field preparation has been delayed or completely
prevented. Houses, barns, and other structures are damaged by the flood-
waters and often receive permanent damage by the long durations which
affect foundation stabilities and weaken structural strength. Without
flood-control measures, the composite net return per acre of cropland will
be approximately $26 less by 1980 and about $36 per acre less by 2020
if the severe flooding problem is not solved. Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google 42 I LOWER MISSISSIPPI REGION
Problem Area : Obion and Forked Deer Rivers
WRC Region: 8 Subregion: 801
States: Kentucky, Tennessee Problem Area: 6
Description
The Obion and Forked Deer River Basin problem area encompasses all
or parts of 14 counties in northwestern Tennessee and a small part of
two counties in southwestern Kentucky. The topography of the area is
formed in a dissected plateau, which is abrupt and hilly in the extreme
eastern portion along the Mississippi-Tennessee River Divide. Toward the
west the streams have cut relatively broad valleys with gently rolling
uplands which end abruptly at the bluffs overlooking the Mississippi
River flood plain. The general topography of the area is a result of
stream erosion. The problem area is predominately rural, with agricultural
activities being the primary factor in the total environment and the
main crops being soybeans, corn, and cotton. Projections show an increase
from a 1960 population of 248,793 to a 2020 population of 388,328. The
area lags in both median and average family income when compared to the
State and national averages. Existing recreation resources in the Obion
and Forked Deer Basin problem area consist mainly of State parks and
wildlife management areas.
Problems
Water Issues (Fresh Water, Marine, Estuarine, and Ground Water)
Preliminary studies indicate a need for development of water-oriented
recreation resources. A significant deficiency exists between the demands
for recreation and the ability of existing development to meet the demand.
Related Land Issues
Flooding is a severe or extensive problem in urban and rural areas.
Average annual damages due to iflooding total $1,675,300 in crop losses
and $165,000 in non crop losses. In Dyersburg, Tennessee, nine industrial
buildings, four commercial buildings, two churches, and 267 residences
are subject to flooding and incur average annual damages in the amount
of $89,000 (recent figures indicate higher annual damages).
Soil erosion from agricultural lands is relatively high when com-
pared to erosion from forested areas, and continued clearing for agriculture
will result in continued high turbidity and silting. Without improved
soil management practices, increased farming costs can be expected. Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google VOLUME 4 I 43
Adverse Effects of Not Solving Severe Problems
Present land-use trends will continue without additional flood pre-
vention measures. The threat of floods will continue to be an annual
occurrence. The area subject to flooding contains about 67,260 acres
of cleared lands and 63,260 acres of woodlands.
Further degradation of the aquatic ecosystem of the Obion-Forked Deer
River problem area can be expected without improved soil management prac-
tices. Soil erosion from agricultural lands is relatively high when compared
to erosion from forested areas, and continued clearing for agriculture
will result in continued high turbidity and silting. Standing crops of
fishes will be reduced as the water quality and habitat are further
degraded.
Problem Area : Wolf and Loosahatchie Rivers Basin
WRC Region: 8 Subregion: 801
States: Mississippi, Tennessee Problem Area: 7
Description
The Wolf and Loosahatchie Rivers Basin problem area includes a total
drainage area of 1,569 square miles in southwestern Tennessee and north-
western Mississippi. The area includes a large part of the metropolitan
Memphis area. Most of Shelby County and portions of Haywood, Tipton,
Fayette, and Hardeman Counties are within the Tennessee part of the two
basins. The Mississippi portion includes parts of Marshall, Tipah, and
BentonCounties. The major tributaries of the Loosahatchie River include
Big Creek, Beaver Creek, and Cypress Creek. Small portions of urban
development in Memphis, Arlington, Millington, and Somerville, Tennessee,
are in the flood plain as are portions of the Millington Naval Air Sta-
tion. Major tributaries of the Wolf River include Grays Creek, Fletcher
Creek, Shaws Creek, and the North Fork of the Wolf River. The small urban
centers of Rossville and Moscow, Tennessee, and Michigan City, Mississippi,
are located in the Wolf River flood plain. The extreme upstream portions
of the Wolf and Loosahatchie Basin lie in the West Tennessee Uplands
Province which is characterized by hilly and gently rolling topography.
As the rivers flow westward, the gently rolling topography is interupted
by small ridges. The population in 1970 was about 745,000. The over-
whelming majority resides in the Memphis metropolitan area of Shelby
County. Employment was approximately 300,000 in 1970. Wholesale and retail
trade and other services, manufacturing, and government accounted for over
three-fourths of the employment. Median family income varies greatly between
urban and rural counties. For example, the median family income for urban
Shelby County was $8,671, whereas the median income in rural Fayette County
was only $4,205. Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google 44 I LOWER MISSISSIPPI REGION
Problems
Water Issues (Fresh Water, Marine, Estuarine, and Ground Water)
The supply of water and related land for general outdoor activities
is far exceeded by the demand, thus forcing local residents to go outside
the area for outdoor recreation.
Chemical pollutants from industrial and agricultural sources are
detrimental to water quality and produce major problems affecting recreation
and environmental uses. Pollution of the Wolf and Loosahatchie Rivers
in the lower reaches has nearly eliminated these segments of the streams
as fisheries.
Related Land issues
Flooding is a severe and extensive problem in both urban and nonurban
areas. Flooding can be attributed to severe siltation and inadequate channel
cross sections.
Damages from soil erosion and deposition of sediment in the channels
and overbank areas result in increased swamping of the flood plain and in
increased flood hazard in the basin. In the headwaters of the Wolf and
LoosahatchieRivers, about 50 to 75 percent of the topsoil has been lost.
This loss contributed to increased farming costs.
Adverse Effects of Not Solving Severe Problems
Estimates show that by the year 2000 approximately 7,000 acres of
additional land and water recreation area would be needed to satisfy
boating, swimming, camping, and picnicking activities. If current trends
are continued, the supply of land and surface water areas suitable for
recreation development will decrease. Pollution, in the form of sus-
pended sediment, colors the water and makes it less desirable for rec-
reation use.
The projected urbanization trend, by increasing the runoff rate, con-
tributes to the critical erosion problems found in the headwaters of the
Wolf and Loosahatchie Rivers where approximately 50,000 acres of highly
erodible land, gullies, and road Banks contribute about 6,700,000 tons
of sediment to the streams and flood plains each year.
Flooding of urban lands on the Wolf River occurs frequently. It
is estimated that more than 220 residential and commercial structures are
within its 100-year flood "plain. The orderly expansion of Millington is
greatly deterred by large floods on Big Creek. It is estimated that a
100-year flood occurrence on the Wolf River would inundate over 48,000
acres. About 15,500 acres on the Wolf River can be expected to be inun-
dated on the average of once a year. Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google VOLUME 4 I 45
Problem Area : Nonconnah Creek
WRC Region: 8 Subregion: 801
States: Mississippi, Tennessee Problem Area: 8
Group B
Description
The Nonconnah Creek Problem Area includes portions of Shelby and
Fayette Counties in southwest Tennessee and extends into DeSoto and Marshall
Counties in northwest Mississippi. Topography varies from gently rolling
hills and ridges in upland areas to moderately wide valleys. In 1970,
Memphis and Shelby County had populations of 623,530 and 772,014, respec-
tively. It is estimated that the problem area had a population of 280,000
in 1965. Most of the people are employed in the manufacturing trade,
transportation, or service industries associated with the Memphis urban
areas. There are approximately 370 farms in the outer areas.
Problems
Water Issues (Fresh Water, Marine, Estuarine, and Ground Water)
The supply of water and related land for general outdoor activities
is far exceeded by the demand, thus forcing local residents to go outside
the area for outdoor recreation.
The Nonconnah Basin is being rapidly urbanized by industrial, com-
mercial, and residential development. Municipal wastes and industrial
pollutants are detrimental to water quality and produce major problems
affecting recreational and environmental uses.
Related Land Issues
Flooding is a severe and extensive problem primarily in the urban
areas. Flood damage to crop and pastureland occurs mostly in the up-
stream tributaries of the watershed. Average annual flood damages of
$4,931,000 can be expected over the next 25 years if measures are not
undertaken to lessen the flood hazard.
Within the city of Memphis, the demand for land has resulted in
almost complete development of the flood plain. The city has required
that lands below established flow lines be filled before construction
of permanent improvements. Increased runoff and changes in flowlines
have resulted in land fill of various elevations, and many of the older
fills are subject to inundation, as are properties on the outer edges of
flood plains which have been filled. Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google 46 I LOWER MISSISSIPPI REGION
The erosion of fine-textured upland soils in the problem area has
resulted in sedimentation within the flood plain area. Sediment deposition
in the main and tributary stream channels is not significant; however, over-
bank deposition tends to build natural levees, increasing the area flooded.
Adverse Effects of Not Solving Severe Problems
Approximately 13,000 acres of land are subject to flooding in the
Nonconnah Creek and Johns Creek tributary flood plains from headwater
flooding. Major floods would result in extensive damage to residential,
commercial and public facilities as well as agricultural areas. In a
basin which is developing as rapidly as the Nonconnah, flooding is certain
to become more severe. Average annual flood damages under existing condi-
tions are estimated at $2 million and in the next 25 years can be expected
to reach almost $5 million.
Continuous cultivation on the rolling and steep uplands, the lack of
adequate cover on the grasslands, and poor drainage conditions of the wood-
land have contributed to the loss of topsoil. About 7,000 acres of land
erode at an annual rate of 10 to 15 tons of soil loss per acre.
Problem Area : Horn Lake Creek
WRC Region: 8 Subregion: 801
States: Tennessee, Mississippi Problem Area: 9
Group B
Description
The Horn Lake Creek Basin problem area is located in southwest Tennes-
see and northwest Mississippi. The basin covers 3,170 acres and includes
portions of Shelby County, Tennessee, and Desoto County, Mississippi. Horn
Lake Creek rises in rural Mississippi and flows through urban areas of
Tennessee in its lower reaches. Principal tributaries are Cowpen, South-
aven, and Rocky Creeks, each of which flows through urban areas inDe-
soto County. The basin's topography is gently rolling with characteristic
small ridges and drainage divides. Some gullied topography has developed
due to the erodibility of the fine silty soils. The economy of the problem
area is largely agrarian with no major industrial development.
Problems
Water Issues
Due to the rapid urbanization of the area, the demand for water and
riparian land resources for recreation purposes exceeds supply. Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google VOLUME 4 I 41
Related Land issues
Flooding of the bottomlands of Horn Lake Creek and its tributaries
is widespread and occurs frequently. Urban flooding is also a severe
problem due to increased storm water runoff in the urban areas and the
inability of the streams to handle the increased volume. Average annual
flood damages total $221,000.
Streams are frequently polluted by sediment from urban development
construction erosion. The bank erosion and caving have endangered and
destroyed lawns and dwelling foundations.
Adverse Effects of Not Solving Severe Problems
If present trends continue, the demand for water-oriented outdoor
recreation in activity occasions will double the supply by 2000. This
will cause people to leave the area in search of additional facilities.
As these people leave the problem area, a potential revenue is lost.
Land not receiving proper treatment erodes at an annual rate of 10
to 15 tons of soil loss per acre, creating severe sediment damage and
polluting streams. As more development covers the watershed, the erosion
rates increase, as do the runoff rates, thus compounding the flood problem.
Average annual flood damages in Horn Lake Creek flood plain are estimated
to be $308,100.
Problem Area : Lower White River
WRC Region: 8 Subregion: 801
States: Arkansas, Missouri Problem Area: 10
Description
The Lower White River flows through northern Arkansas. The problem
area encompasses 27,765 square miles of predominantly hardwood forests.
Approximately 30 percent of the problem area is in crops and pastureland
and is occupied by the towns of Augusta, Clarendon, or Des Arc. The
economy of the area is primarily agricultural, with supplementary dev-
elopment in livestock and poultry production, forestry, and mining. There
is some manufacturing which is limited to relatively small and dispersed
producers of furniture, paper products, and other wood-derivative products.
The problem area is characterized by a large number (275) of lakes comprising
a total area of over 10,000 acres. There is a system of large multipurpose
reservoirs in the upper areas of the basin which significantly reduces the
flood problems of the lower reaches. Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google 48 | LOWER MISSISSIPPI REGION
Problems
Water Issues
Low flow and inadequate channel depths create severe problems for
inland navigation along the White River.
Declining ground-water levels have seriously restricted the capa-
bility of irrigation and municipal supply wells to meet the demand placed
on them.
Related Land Issues
Flooding is a severe and extensive problem in the agricultural
areas. Average annual flood damages total approximately $9 million, of
which almost $8 million are agricultural damages.
Insufficient on-farm drainage practices cause severe drainage prob-
lems. Low infiltration rates and flat topography also compound the surface
drainage problem.
Adverse Effects of Not Solving Severe Problems
Extensive flooding occurs during heavy rainfalls due to inadequate
channelcapacities,andumny of the original drainage systems are notade-
quate because of lack of maintenance, improper location, or a design ca-
pacity which is inadequate for current land use. There are 653,000 acres
subject toheadwaterfloodingand 378,000acres subject tobackwaterflood-
ing along principal streams in the lower White River Basin. In addition,
there are 240,000 acres subject to headwater flooding along the smaller
tributary streams. Average annual flood damages along principal streams
are estimated to total $6,290,000.
Ground— and surface-water resources are adequate to meet the municipal
and industrial water needs in the foreseeable future. Ground-water supplies
for irrigation are presently inadequate in the Grand Prairie Region of
Arkansas, and declining ground-water levels due to withdrawals for irri-
gation are presently inadequate in the Grand Prairie Region of Arkansas,
and declining ground-water levels due to withdrawals for irrigation have
become a concern in other areas along the White River.
The White River is very crooked throughout its entire length. There
are many bends with a radius of less than 1,000 feet. These bends, com-
bined with the existing project channel dimensions, are definite restric-
tions on the size and the length of the tows which may be expected to
successfully navigate the stream. Without navigation channel improvements,
these barges would continue to be handicapped by shallow water. Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google VOLUME 4 | 4e
Problem Area : Big Creek (Arkansas)
WRC Region: 8 Sub-region: 801
State: Arkansas Problem Area: 11
Description
The Big Creek (Arkansas) problem area is located in east central
Arkansas in Lee, Monroe, Phillips, and St. Francis counties and covers
over 1,000 square miles. The basin is characterized by flat terrain
accented by ancient meander scars. The area is further characterized
by sluggish meandering streams and oxbow lakes. Crowley's Ridge, which
occupies a narrow strip along the eastern boundary, is about a half mile
in width and has steeply rolling topography. The problem area is an in-
tensively developed agricultural area with population centers at West
Helena, Helena, Marianna, Brinkley, and Marvel. Industrial development
is limited and consists of clothing, lumber, and farm chemical producers.
The problem area contains 3,600 acres of the White River National Wild-
life Refuge abounding in small game, deer, and turkey.
Problems
Water Issues
The heavily wooded areas within the watershed of Big Creek contain
an abundance of small game, deer, and turkeys. Waterfowl use this area
extensively for a feeding and nesting area in the winter months during
periods of high water. There is a need to preserve the limited fish and
wildlife resource in the basin.
Related Land Issues
Due to the flat alluvial plain nature of most of the Big Creek water-
shed, flooding has historically posed problems. Floods are generally caused
from rainstorms lasting several days. These storms occur most frequently
from January to May. Categories of flooding are backwater and headwater,
which may occur individually or in combination.
Sedimentation and erosion increase farm costs and limit productive
land use. Sixteen percent of the problem area is subject to high rates of
erosion.
Adverse Effects of Not Solving Severe Problems
Failure to solve the flooding problem in the Big Creek Basin will
result in continued annual agricultural crop damages of about $401,900. Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google 50 | LOWER MISSISSIPPI REGION
Continued flooding of urban areas located on Big Creek and its tributaries
will occur without improved drainage.
About 16 percent of the land area of the basin is experiencing an
erosion rate of about 23 tons per acre per year. Continued erosion and
the associatedsedimentation will reduce the effectiveness of the already
sluggish streams, further worsening the drainage problem and increasing
the flooding problems. Sediment pollution, if not eliminated, will re-
duce the quality of the surface water and adversely affect fish habitat
and water-related recreation.
Problem Area : St. Francis Basin
WRC Region: 8 Subregion: 801
State: Arkansas Problem Area: 12
Description
The St. Francis Basin problem area is located in northwest Arkansas
and covers over 8,400 square miles. The area is mostly a nearly flat
alluvial valley with the main physiographic feature being Crowley's Ridge
which extends lengthwise through, and mainly in, the center of the basin.
The St. Francis River rises in the rugged Ozark Hills of Missouri and flows,
in a meandering, often deteriorating channel 475 miles to enter the Missis-
sippi River near Helena, Arkansas. The economy of the area is primarily
agricultural and centers around the production of soybeans, rice, corn,
wheat, and cotton. A small amount of industry related to agriculture and
forestry is located in the population centers of Jonesboro, Paragould, and
West Memphis. The wildlife resources range from excellent in the bottom-
land and hardwood forests of the delta to poor in the pine and pine-hard-
wood forests of the upper reaches.
Problems
Water Issues
Erosion of lands and sedimentation are major problems. Sedimentation
and turbidity adversely affect water quality.
Related Land Issues
Flooding is a significant problem and the one most difficult to re-
solve. Basin-wide flooding is normally caused by storms of several days
duration over all or large parts of the basin. Channels too small to
carry the runoff amplify the flooding problem. Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google VOLUME 4 | 51
Drainage is a severe problem in both urban and agricultural areas.
The flatness of the land is a major factor contributing to this problem.
Siltation induced by erosionhas reduced the carrying capacities of
major streams in the area. Sedimentation and erosion increase farming
costs and limit productive land use.
Adverse Effects of Not Solving Severe Problems
Above the confluence of the St. Francis and Little Rivers, the
damages from flooding of approximately 613,000 acres have resulted in
losses of $7 million in agribusiness and $600,000 in urban and other
damages. In the lower reach of the problem area, there is headwater
flooding potential of over 1.1 million acres along the St. Francis River
and its major tributaries.
Problem Area : Mississippi River Main Stem
WRC Region: 8 Subregion: 801
States: Missouri, Illinois, Arkansas, Problem Area: 13
Mississippi , Kentucky , Tennessee
Description
The Mississippi River Main Stem problem area includes the river and
batture lands from Cape Girardeau, Missouri, to the confluence of the
Arkansas and Mississippi Rivers. The problem area is bounded on the west
by the Mississippi River main stem levees and on the east by the levees
and natural high bluffs. The lands immediately adjacent to the river
offer secure habitats for wildlife, while the higher alluvial lands are
cultivated.
Problems
Water Issues (Fresh Water, Marine, Estuarine, and Ground Water)
A channel depth of 12 feet for navigation has been authorized but
has not been achieved. Currently, a 9-foot deep navigation channel is
maintained at low water.
Related Land Issues
Flooding in the problem area is primarily headwater flooding from
the Mississippi River. Flooding throughout the area is frequent, occur-
ring almost annually with the rainfall- and snowmelt-fed spring flows. Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google 52 I LOWER MISSISSIPPI REGION
Financial Issues
Regional sources feel that there is an inadequate level of Federal
funding. There is a need for advancing completion of the Mississippi River
levees and Mississippi River channel improvement features of the Mississippi
River and Tributaries Project.
Adverse Effects of Not Solving Severe Problems
It is of paramount importance to control the floodwaters of the Mis-
sissippi River to an extent, making the surrounding countryside a reasonably
safe and productive environment. This control is currently being provided
by the river's levee system, without which thousands of acres of agricultural
and industrial lands and development would be destroyed and-or displaced.
In addition to protecting the riparian lands from flood damage, ac-
tions need to be taken to retain the Mississippi River as the prime
transportation artery. Without continual efforts to maintain the navigation
channel to prevent streambank erosion, the Mississippi would soon become
impassable for commercial traffic.
Problem Area ,: L'Anguille River
WRC Region: 8 Subregion: 801
State: Arkansas Problem Area: 14
Description
The L'Anguille River Basin problem area is located in eastern Arkansas
and extends 107 miles from Crowley's Ridge, near Jonesboro, to the river's
confluence with the St. Francis River. The problem area covers 942 square
miles and includes the towns of Harrisburg, Wynne, Forrest City, and Mari-
anna. The economy of the area is primarily agricultural, but is in the
early stages of industrialization. There is some commercial forestry,
with almost one—quarter of the land presently forested. The problem area
provides good habitat for a wide variety of fish, migratory waterfowl
and wildlife.
Problems
Water Issues (Fresh Water, Marine, Estuarine, and Ground Water)
Lands bordering the L'Anguille River and its tributaries are subject
to overflow with a total headwater flooding potential, from all sources,
of about 420,000 acres.
Sedimentation and erosion increase farming costs and limit productive
land use. The L'Anguille has the highest rate of erosion in the area,
which is 26.2 tons per acre per year. Agricultural lands are also being
reduced in both quantity and quality. Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google VOLUME 4 | 53
Adverse Effects of Not Solving Severe Problems
Annual flooding results in losses of $3.9 million (1970)with $3.4 mil-
lion due to agricultural damages. These losses are due overwhelmingly to
headwater flooding, and only $9,000 in damages occur in urban and built-up
areas. Failure to correct erosion and sedimentation problems will increas-
ingly contribute to flooding by diminishing channel capacity.
Problem Area : Cache River Basin
WRC Region: 8 Subregion: 801
State: Arkansas Problem Area: 15
Description
The Cache River Basin problem area is located in northeastern Arkansas
and is bordered by the White and Black Rivers on the west and the St. Francis
and L'Anguille Rivers on the east. The 2,000 square-mile basin is a long
narrow alluvial plain except for approximately 260 square miles on the
western slope of Crowley's Ridge. The basin is principally rural in char-
acter, with agricultural activities being the dominant factor in the economy.
One of the most significant ecological areas in the Cache River system
is the Black Swamp area, which is characterized by large dense strands of
old cypress and Tupelo-gum trees and good stands of oak-hickory complexes
on the ridges.
Problems
Water Issues (Fresh Water, Marine, Estuarine, and Ground Water)
Both erosion and sedimentation create a harmful effect on the fishery
resources and esthetics of the basin.
Related Land Issues
The Cache River Basin with its long, narrow configuration is subject to
frequent losses from headwater flooding. Nearly 1.25 million acres are
subject to flooding, with potential average annual damages in excess of
$4.5 million. The flood damage potential in this basin was drastically
emphasized by the damaging floods which occurred in 1976.
Sedimentation and erosion increase farming costs and limit productive
land use. Over 16 percent of the land area in the Cache River Basin is
subject to erosion. The resulting loss due to erosion is 17.3 tons
per year. Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google 54 I LOWER MISSISSIPPI REGION
Adverse Effects of Not Solving Severe Problems
The flood problems encountered in the Cache River Basin problem area
directly affect about 2,400 farm units averaging 300 acres in size. With-
out flood-control improvements in the basin, average annual crop damages
(1970) are estimated to be $3.8 million. Average annual damages, other than
crops, are estimated to be approximately $736,000. Additionally, there
are currently approximately 215,000 acres subject to sheet and gully erosion
and 185 miles needing protection from streambank erosion. Overall 3.8
million tons of earth are eroded annually, resulting in average annual
damages of $174,000.
Problem Area : Little River Basin
WRC Region: 8 Subregion: 801
States: Missouri, Arkansas Problem Area: 16
Group B
Description
The Little River Basin problem area lies in six southeastern Missouri
counties and three northeastern Arkansas counties. It is the largest of
three major subbasins in the St. Francis River Basin and drains an area
of more than 2,000 square miles. The problem area is very flat, of fluvial
origin, and has very poor drainage characteristics. The area is predomi-
nantly rural, with only about 25 percent of the population located in
the towns of New Madrid, Missouri, and Blytheville, Arkansas. The economy
of the area has developed around the agricultural productivity of the
land and consists of farming, dairy farming, stock raising, and associated
light industry operations.
Problems
Related Land Issues
The Little River Basin is subject to extensive headwater flooding.
Approximately 1.5 million acres are subject to inundation, incurring aver-
age annual losses of about $9 million in agricultural and urban damages.
Adverse Effects of Not Solving Severe Problems
Almost 1.5 million acres in the problem area are subject to flooding
which has resulted in damages of $8.9 million, of which $7.6 million are
due to agricultural losses. Urban damage centers include the communities
of Blytheville, Arkansas, and Steele, Caruthersville, Hornersville, and
Hayti, Missouri. Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google VOLUME 4 | 55
Problem Area : Upper Yazoo
WRC Region: 8 Subregion: 802
State: Mississippi Problem Area: 17
Description
The Upper Yazoo problem area is located in northwest Mississippi and
lies entirely in the Yazoo Delta, a portion of the alluvial valley of
the Mississippi River. This area encompasses essentially all of the Yazoo
headwater delta area and drains an area of about 8,900 square miles. The
problem area is long and relatively narrow, and is bordered on the east by
the bluff hills and on the-west by the drainage divide of the Sunflower
River. The area is typified by flat, level land with some relief afforded
by natural levees and alluvium from existing and previous river meanders.
Problems
Water Issues
Nonpoint sources of pollution (agricultural pesticides and soil ero-
sion) are affecting water quality throughout the problem area. This
water quality degradation is adversely affecting biotic production in lakes
and streams within the area.
Related Land Issues
Major problems occur from frequent flooding of agricultural crop and
non crop areas, urban property, and public roads and bridges, and from
a reluctance on the part of farmers to apply improved inputs and techniques
on lands with a high flood risk. Average annual flood damages are esti-
mated at $14.8 million.
Erosion and sedimentation are critical problems in the area. Approxi-
mately 20 million tons of sediment are produced annually by erosion in
the Upper Yazoo problem area. This sediment not only degrades the water
quality itself, but also is a carrier of pesticides, thus compounding the
adverse effects.
Wildlife production in the remaining wetlands and bottomland hardwood
forests in the area is high. However, extensive land clearing and drainage
work has made the retention of many species difficult, if not impossible.
Institutional and Financial Issues
There is a critical need for local programs and policies to control
development within the flood plain. Additional Federal and State programs
are needed to protect the increasingly diminishing wetlands and other val-
uable fish and wildlife habitat. Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google 56 I LOWER MISSISSIPPI REGION
Adverse Effects of Not Solving Severe Problems
Failure to solve the water quality problems will result in continued
degradation of the quality of area waters, and consequently, further des-
truction of fish and wildlife habitat, commercial fishing, and water-related
recreation areas.
A continuation of flood problems will result in flood damages projected
to be $15.9 and $17.3 million in 1985 and 2000, respectively. Additionally,
without flood protection, 647,100 acres of cropland within the flood plain
will have a net productive value of $18.89 per acre less than the value with
protection.
Approximately 2.8 million acres of land, producing 19 million tons of
sediment, will be affected by erosion in 1985, with little change expected
by the year 2000.
Continued loss or degradation of forest and wetland habitat will vir-
tually preclude any possibility for viable reestablishment of threatened
wildlife species and may jeopardize their continued existence.
Problem Area : Steele Bayou
WRC Region: 8 Subregion: 802
State: M1551-3S1PPi Problem Area: 18
Description
The Steele Bayou problem area covers 284 square miles in the flat, al-
luvial delta lands of western Mississippi. The problem area is located
primarily in Washington County, but also extends into parts of Bolivar,
Sharkey, and issaquena Counties. The area is bordered on the west by
the Mississippi River main-line levee, on the east by the Deer Creek Ridge,
and extends from about 10 miles north of Greenville, Mississippi, to the
confluence of Washington Bayou and Steele Bayou.
Problems
Water Issues
Intensive agricultural use has contributed to pesticide and herbicide
contamination of lakes and streams in the problem area. Silt from culti-
vated fields is another significant pollutant, and a vehicle by which the
pesticides and herbicides are transported. Municipal and domestic wastes
are additional minor sources of pollution and are confined primarily to
the Greenville area. Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google VOLUME 4 | U
Related Land issues
The major problems prevalent in the problem area are flooding and
poor drainage. Present average annual flood damages are $3.7 million
and are distributed as follows: agricultural crops, 42 percent; agri-
cultural non crop, 5 percent; urban, 37 percent; and road and bridge,
16 percent.
An increasing demand for agricultural land, coupled with steady urban
expansion, has caused extensive land clearing resulting in only 29,000
wooded acres remaining in the 182,000-acre problem area.
Institutional and Financial issues
There exists a need for additional institutional and financial develop-
ment in the areas of flood-plain management and environmental preservation
and enhancement.
Adverse Effects of Not Solving Severe Problems
Failure to reduce water pollution brought about by extensive land clear-
ing and the use of pesticides and herbicides in farming operations will
result in continued degradation of the water quality and, consequently,
further destruction of fish and wildlife habitat and commercial fishing
and water-related recreation areas.
Failure to solve flood problems will result in a continuation of the
flood damages estimated to be $4.1 and $4.7 million in 1985 and 2000,
respectively. Also, without flood protection, 74,500 acres of cropland
within the flood plain of the problem area will have a net productive
value of $9.41 per acre less than the value with protection, and over 3,000
homes will continue to be subject to flooding which causes large monetary
losses, inconvenience, and suffering.
Problem Area : Yazoo River
WRC Region: 8 Subregion: 802
State: Mississippi Problem Areas 19
Description
The Yazoo River problem area is located in northwest Mississippi. The
eastern boundary is formed by the upper limits of Arkabutla, Sardis, Enid,
and Grenada Reservoirs and the Big Black River Basin. The area is bounded
on the west by the Sunflower River Basin. The area is approximately 200
miles in length, extending from the Tennessee State line to Vicksburg,
Mississippi. Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google 58 | LOWER MISSISSIPPI REGION
The problem area lies mostly in the alluvial valley of the Mississippi
River with a part of the eastern portion of the area in the upland hills.
In the delta area or alluvial valley, the terrain is relatively flat with
an average slope from north to south of 0.5 foot per mile. The upland
hills portion of the area is typified by rolling to rugged hill lands.
Problems
Water Issues
Quality of surface water is adversely affected by the intensive agri-
cultural effort in the area. Agricultural runoff and erosion are the
major sources of pesticide contamination.
Limited industrialization occurs in this area and is not considered a
major source of water pollution, except in cases of individual spills of
toxic materials. Municipal and -domestic wastes cause localized water
pollution, primarily near the larger cities.
Waterborne commerce on the Yazoo River is restricted by numerous sharp
bends and other obstructions with a 9-foot minimum depth channel available
only about 46 percent of the time.
Related Land Issues
Approximately 2.2 million acres in the Yazoo River problem area are
subject to flooding, resulting in flood damages averaging $20.8 million
annually. These flood damages are distributed as follows: agricultural, 78
percent; urban and built-up, 3 percent; and other, 19 percent.
The bottomland hardwood forests are havens for many types of wildlife
and are extremely fertile. These hardwood forests are being cleared,
drained, and converted to agricultural, commercial, and residential use
at a rapid rate. This extensive land clearing has caused the elimination
of many species of wildlife from the problem area.
Institutional and Financial Issues
A need exists for additional institutional development in the area of
environmental preservation and enhancement. There is also a need for in-
creased financing of flood-control and navigation projects and measures
for the preservation of fish and wildlife habitat.
Adverse Effects of Not Solving Severe Problems
Based on physical and chemical characteristics, including pesticide
quantities, many water bodies in the area are nearing the threshold for Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google VOLUME 4 I 59
supporting aquatic biota. Failure to solve these problems will result in
continued degradation of water quality, possibly destroying the aquatic
life of the area.
Failure to provide sufficient channel depth for navigation on the
Yazoo River will continue to hamper waterborne commerce in the problem
area. This problem will become more critical as a result of the energy
crisis. Movement via water requires less energy per ton-mile than truck
or rail movements, thus the development of navigation is very important
to future growth of the region and the Nation.
Failure to solve the flood problem will result in continuation of the
flood damages projected to be $20.9 and $32.5 million in 1985 and 2000,
respectively. Additionally, without flood protection, thousands of acres
of fertile cropland will produce less than could be realized with protec-
tion. This will become more critical in the future as the demand for crops
such as rice and soybeans increases.
Any continued loss or degradation of the remaining forests or wetland
habitat will virtually preclude any possiblity of reestablishment of threat-
ened wildlife species and may jeopardize their continued existence.
Problem Area : Greenville, Mississippi
WRC Region: 8 Subregion: 802
State: Mi$$i$5ippi Problem Area: 20
Description
The Greenville, Mississippi, problem area encompasses all of Washington
County. However, most of the serious problems are centered around Green-
ville and vicinity. The city of Greenville, which is situated on the
east bank of the Mississippi River near the heart of the fertile Mississippi
Delta approximately 100 miles south of Memphis, Tennessee, and 200 miles
north of New Orleans, Louisiana, is a rapidly growing riverport on the
Nation's largest inland waterway.
Problems
Water Issues
A number of serious water quality problems adversely affect fish and
wildlife resources, esthetics, and recreation in the problem area. The
decline in water quality is generally attributed to agricultural, rural
and urban development accompanied by drainage works which result in runoff
heavily laden with sediment and pesticides. Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google 60 I LOWER MISSISSIPPI REGION
Related Land issues
The flat topography of the area combined with urbanization causes ser-
ious flooding and drainage problems. Five subdivisions in Greenville are
classified as high hazard flood areas. Flood damages to urban properties
are estimated at $1.4 million annually. Damage to agricultural crop and
noncrop items and roads and bridges is estimated at $2.3million annually.
The problem area was once occupied by a dense, high-quality bottomland
hardwood forest. It is now mostly cleared urban agricultural land. Most
of the remaining wooded acres are concentrated in public ownerships with
small private ownerships of woodlands occurring as isolated blocks through-
out the area.
Institutional and Financial Issues
A need also exists for additional institutional development in the
areas of flood-plain management and the preservation of wetlands and fish
and wildlife habitat. There is also a critical need for additional financial
support for construction of flood-control and navigation projects and
the preservation of wetlands and bottomland hardwood forests.
Adverse Effects of Not Solving Severe Problems
Failure to solve erosion and sedimentation problems in the area will
adversely affect water quality as well as water depth, thus causing further
degradation of fish and wildlife habitat. Sport and commerial fisheries
in the area will continue to be adversely affected or destroyed by loss or
disruption of aquatic habitat as a result of degradation of water quality.
Failure to maintain a minimum depth channel suitable for navigation
will adversely affect the industrial development of the area by discour-
aging the location of industries desiring to use water transportation.
Failure to solve the flooding problems in the area will result in a
continuation of annual damages projected to be $4.1 and $4.7 million in
1985 and 2000, respectively, including$1.4 and $1.5 million to urban pro-
perties in 1985 and 2000, respectively. Also, approximately 6,900 and 8,800
homes will be faced with the threat of flooding and large monetary losses
and inconvenience in these years.
Future land use in the area is expected to reflect continued, intensive
agricultural and urban development, with a continued deterioration in
quality and quantity of remaining wetlands and bottomland hardwood forests.
Failure to resolve these conflicts will result in a drastic reduction of
remaining fish and wildlife habitat and wetlands. Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google VOLUME 4 I 51
Problem Area : Vicksburg, Mississippi
WRC Region: 8 Subregion: 802
State: Mississippi Problem Area: 21
Description
The Vicksburg problem area is situated on the east bank of the Missis-
sippi River in Warren County, Mississippi. The area overlooks the Missis-
sippi River and the backwater area of the lower Yazoo River. A portion of
the problem area extends into the Mississippi River alluvial valley. Eleva-
tions in the delta portion of the flood plain generally range from 60 to
95 feet above mean sea level. The terrain is generally flat with low
ridges and swales providing some relief. The upland bluffs in the problem
area rise as much as 100 feet above the flood plain and are blanketed by
loessial silts and underlying sand and gravel.
Problems
Water Issues
Water quality in the problem area is adversely affected by two major
sources of pollution: agricultural pesticides and urban wastes. Even
though water quality in the area is generally good at the present time,
there is a need to prevent further degradation.
From 1965 to 1974, the waterborne commerce for Vicksburg increased
from 1.6 to 2.9 million tons. This large increase in tonnage and sub-
sequent increase in traffic have resulted in congested conditions along
the Vicksburg City waterfront and into Vicksburg Harbor. The 150-foot
bottom-width channel along the city front and into the harbor area is
insufficient for the safe operation of existing and projected vessel
traffic.
Related Land issues
Several parts of the problem area have severe flooding problems, with
the Vicksburg-Yazoo area and the Hatcher Bayou-Durden Creek area being the
most serious. Extensive flood damage to urban properties affects approx-
imately 560 homes in the Vicksburg-Yazoo area and 228 homes in the Hatcher-
Durden Creek area. In addition, damage occurs to industrial, commercial,
public and semi public properties in these areas, as well as affecting
4,322 acres of cropland in the Vicksburg-Yazoo area.
Land-use conflicts between urban and agricultural development and fish
and wildlife habitat exist in the problem area. A need exists to prevent
further destruction of the remaining bottomland hardwood forests and wet-
lands. Further loss of these areas will reduce the fish and wildlife habi-
tat which is very important to the area. Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google 62 I LOWER MISSISSIPPI REGION
Institutional and Financial Issues
There is a critical need for local programs and policies to control
development within the flood plain. Additional Federal and State pro-
grams are needed to protect the increasingly diminishing wetlands and
other valuable fish and wildlife habitat.
Adverse Effects of Not Solving Severe Problems
Failure to prevent futher degradation of water quality in the area
could cause the destruction of fish and other aquatic life.
Failure to provide sufficient channel width and flood-free water-
front lands on the Vicksburg waterfront will restrict growth of water-
borne commerce in the Vicksburg area. With adequate facilities water-
borne commodity movements are projected to be 4.3 and 6.3 million tons
in 1985 and 2000, respectively. Without harbor expansion, insufficient
transfer and storage capacities will limit waterborne commodity movements
to 4.0 and 4.7 million tons in 1985 and 2000, respectively.
If the flood problems in the Vicksburg area are not solved, approxi-
mately 800 homes will be faced with the threat of flooding and large
monetary losses and inconvenience. Additionally, over 3,600 acres of
cropland area are subject to flooding. The threat of loss of life as-
sociated with these flood risks will also exist.
Failure to resolve land-use conflicts could result in the destruc-
tion of remaining bottomland hardwood forests and wetlands, thus eliminating
numerous species of wildlife in the problem area.
Problem Area : Greenwood, Mississippi
WRC Region: 8 Subregion: 802
State: M1551-‘5$iPPi Problem Area: 22
Description
Greenwood, Mississippi, is located in Leflore County on the eastern
edge of the Yazoo Delta, a portion of the alluvial valley of the Missis-
sippi River. The topography of the area is nearly level to gently sloping
with broad, flat flood plains and low terraces. The climate is generally
mild with an average annual temperature of 64° F. The growing season
on the average is about 230 days, and precipitation averages about 52
inches a year. Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google VOLUME 4 | as
Problems
Water Issues
Transition of forests to agricultural land and urban development has
caused water quality problems in the area. These problems can be attri-
buted to erosion and sedimentation and pesticides, and to a lesser extent,
contamination from municipal and industrial waste.
Waterborne commerce from and to Greenwood on the Yazoo River is res-
tricted by numerous sharp bends and other obstructions, with a 9-foot
minimum depth channel available only about 46 percent of the time.
Related Land Issues
Flooding is a major problem in the area. Average annual flood damages
in the area are$1.4 million, 86 percent of which is damage to urban pro-
perties.
The demand for agricultural and urban expansion has caused extensive
land clearing in the problem area. As a result, only small scattered tracts
of hardwood forests are present in the area.
Institutional and Financial Issues
A need exists for additional institutional development in the areas of
flood-plain management and environmental preservation and enhancement. Ad-
ditional funds are needed for flood control and navigation projects and for
the preservation of wetlands and fish and wildlife habitat.
Adverse Effects of Not Solving Severe Problems
Failure to provide means of preventing further degradation of surface-
water quality could result in water becoming polluted to the extent that
it cannot sustain aquatic life.
Failure to provide sufficient channel depth on the Yazoo River for
navigation will continue to hinder waterborne commerce in the Greenwood
problem area.
Failure to solve the area's flooding and drainage problems will result
in a continuation of flood damages which are projected to be$1.5 and $1.7
million in 1985 and 2000, respectively. Of the total damage, damage to
urban property will be $1.3 and $1.4 million in 1985 and 2000, respectively.
Also, 1,700 homes will be faced with the threat of flooding. Urban flooding
is also a health hazard and causes inconvenience to area residents.
Land-use conflicts between expanding agriculture, with its associated
land clearing, and preservation of bottomland hardwood forests will continue
with additional loss of forest and wetlands and degradation of recreation
areas and fish and wildlife habitat. Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google 64 I LOWER MISSISSIPPI REGION
Problem Area : Crossett, Arkansas
WRC Region: 8 Subregion: 802
State: Arkansas Problem Area: 23
Group B
Description
The Crossett, Arkansas, problem area is located in Ashley County in
southeast Arkansas. The western part of the area borders on the Ouachita
and Saline Rivers, and the southern portion is adjacent to Louisiana. In
1970, population of the area was 24,976, an increase of 3.1percent since
1960. Crosset and Hamburg are the only two urban areas within Ashley County
and had 1970 populations of 6,191 and 3,102, respectively. The area's
major natural resources are productive forests and agricultural land and
the Ouachita and Saline Rivers. Commercial forests occupy the majority of
the central and western portion of the area (approximately 410,000 acres),
while the eastern part consists of productive alluvial delta land (approxi-
mately 184,000 acres).
Problems
Water Issues
A substantial quantity of commodities presently moving in the over-
land transportation system is adaptable to waterborne commerce. Analysis
of the area economy indicates that a large amount of these commodities
would be shipped by water if adequate facilities were available. Completion
of Felsenthal Lock and Dam and port facilities to serve the problem area
will stimulate the economic growth in the area.
Related Land Issues
Accompanying problems of dredging and filling and land-use conflicts
could result in degradation of recreation and fish and wildlife habitat
if adequate control measures are not incorporated.
Institutional and Financial Issues
There is a need for the financing port facilities and the initiation
of measures for the preservation of fish and wildlife habitat in the
Crossett, Arkansas, problem area.
Adverse Effects of Not Solving Severe Problems
Failure to construct port facilities at Crossett will result in approx- Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google VOLUME4 I 65
imately 855,000 tons of commodities moving by a more expensive mode of
transportation by 1985. This will greatly hinder the economic growth of the
area and will result in fewer jobs for area residents. Failure to solve
the accompanying problems of dredging, filling, and land-use conflicts will
result in further degradation of recreation and fish and wildlife habitat.
Problem Area : Monroe-West Monroe, Louisiana
WRC Region: 8 Subregion: 802
State: Louisiana Problem Area: 24
Description
The Monroe-West Monroe, Louisiana, problem area encompasses all of
Ouachita Parish including Monroe and West Monroe. Most of the area lies
in the alluvial valley of the Mississippi River. The city of Monroe is
located on the east bank of the Ouachita River, and the city of West
Monroe is located on the west bank of the Ouachita River.
Most of the business and residential properties within the two urban
areas are situated along the Ouachita River within the protection of the
floodwall and levee system. However, as the cities expand, housing devel-
opments are encroaching upon lower-lying, unprotected areas. Industrial
areas are located mainly in the southern parts of both cities, and devel-
opment is expected to continue in that direction.
Problems
Water Issues
Agricultural and urban development cause water quality degradation in
the problem area.
There is a need to raise the height of the dam at the Columbia Lock
and Dam on the Ouachita River by l.5 feet to ensure sufficient water
to continue to provide a 9-foot navigation channel under projected condi-
tions of increased withdrawals in the Monroe-West Monroe Area.
Related Land Issues
Flood damages are sustained to residences, commercial and industri-
al establishments, local streets and roads, and crops within the problem
area. Damages from the flood of 1973 totaled over $3.0 million. A
heavy thunderstorm which occurred on July 8, 1975, dropped 7.1 inches of
rain on the problem area and flooded 300 homes and numerous businesses
and public properties. Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google 66 I LOWER MISSISSIPPI REGION
Agricultural and urban development have resulted in the loss of
much of the bottomland hardwood forest system in the problem area.
Institutional and Financial Issues
There is a critical need for the development of more comprehensive
local programs and policies to control development within the flood plain.
Financing is needed to raise the dam at the Columbia Lock and Dam by
1.5 feet to ensure a 9-foot-deep navigation channel under projected with-
drawal conditions.
Adverse Effects of Not Solving Severe Problems
Failure to reduce water pollution will result in further destruc-
tion of aquatic life in surface waters.
Failure to provide the 1.5 feet of additional height on the Colum-
bia Dam could result in not being able to maintain a 9-foot-deep navigation
channel on the Ouachita River. This would adversely affect navigation
and industrial growth.
Failure to prevent flooding in the Monroe-West Monroe Problem Area
will result in continued severe flood damages. In addition to monetary
damages, flooding causes health hazards, threat of loss of life, and
inconvenience to area residents. As the metropolitan area continues
to grow, these problems will continue to become worse.
Any continued loss or degradation of forests and wetland habitat
will virtually preclude any possibility for viable reestablishment of
threatened or endangered species of animals. The cumulative impacts
of not solving the area's problems will be the continued degradation
of the natural ecosystem.
Problem Area : Tensas-Cocodrie
WRC Region: 8 Subregion: 802
State: Louisiana Problem Area: 25
Description
The Tensas-Cocodrie problem area covers approximately 582 square miles
and is 42 miles long and up to 20 miles wide. It lies in the Mississippi
alluvial valley along the west bank of the Mississippi River from the
Tensas-Concordia Parish line to Black Hawk, Louisiana. It includes most
of Concordia Parish and a small segment of Catahoula Parish which lies
in the Black River bendway cutoff. The area is completely enclosed by
a levee system comprised of the Mississippi River levee and the Red River
backwater levee extending along the Red, Black, and Tensas Rivers. These Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google VOLUME 4 | 61
levees provide a high degree of flood protection to the area. In addition,
a 4,000-cubic-foot-per-second, through-the-levee-type pumping plant is
authorized for construction at approximately mile 14 on the Black River.
The topography of the problem area is generally flat and low lying with
only slight relief afforded by natural levees which extend along existing
and former stream courses.
Problems
Water Issues
The quality of surface water is generally good, but various streams
and lakes may experience local turbidity during high flood runoff which
is often polluted by widely used agricultural pesticides and fertilizers.
Related Land Issues
Flooding is a serious problem in the agricultural economy of the
area with flood damages to agricultural crop and non crop items projected
to be $549,000 and $704,000 in 1985 and 2000, respectively.
Agricultural development and associated land clearing have brought
about a reduction in extent and quality of fish and wildlife habitat,
primarily bottomland hardwood forests and wetlands. The remaining bottom-
land hardwood forests and wetlands are valuable fish and wildlife habitat
to the area.
Institutional and Financial Issues
Federal and State policies and programs are needed to protect and
preserve significant environmental resources. There is also a need for
local flood-plain management programs. A need exists to increase available
funds so that problems can be solved in the proper time frame, especially
those of flooding and mitigation of fish and wildlife losses.
Adverse Effects of Not Solving Severe Problems
If sedimentation and erosion problems are not controlled and use
of pesticides and herbicides continues to increase without developing
means of prohibiting introduction of these chemicals into surface waters,
water quality could deteriorate to a level where fishing and other water-
related recreation, as well as fish and wildlife habitat, would be destroyed.
Failure to solve the flood problems will result in a continuation
of flood damages to agricultural crop and noncrop items projected to
be $559,000 and $704,000 in 1985 and 2000, respectively. Additionally,
without flood protection, 63,500 acres of cropland within the area will
have a net productive value of $12.56 per acre less than the produc- Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google 68 I LOWER MISSISSIPPI REGION
tive value with protection.
While failure to solve the drainage and flooding problems adversely
affects agriculture, flooding has beneficial effects on recreation and
preservation of fish and wildlife habitat and wetlands. Continued loss
of forests or wetland habitat could seriously affect the continued existence
or reestablishment of threatened wildlife species.
Problem Area : Yazoo Backwater
WRC Region: 8 Subregion: 802
State: Mississippi Problem Area: 26
Description
The Yazoo Backwater problem area is located in west-central Missis-
sippi between the east bank Mississippi River levee and the hills. This
area is subject to flooding from the Mississippi River by backwater through
the opening between the end of the main line Mississippi River levee
and the hills just north of Vicksburg. The area is generally triangular
in shape beginning in the vicinity of Vicksburg and extending northward
some 60 miles to the latitude of Hollandale and Belzoni. This area
comprises about 1,550 square miles of typical alluvial valley lands.
Problems
Water Issues
Surface-water quality in the problem area is affected largely by
the intensive agricultural efforts. Only limited industrialization occurs
in the area and does not have a significant effect on water quality,
except in cases of individual spills of toxic materials. Municipal and
domestic wastes have only local impacts on water quality near urban areas.
Related Land Issues
Principal problems prevailing in the Yazoo Backwater problem area
are flooding and poor drainage. In 1973, 672,750 acres in the problem
area were inundated. People with homes situated in the Backwater area
spent considerable money and effort to build earthworks around homes and
farm buildings. Hundreds of these hastily-built works failed before the
crest of the 1973 flood. Damage to the properties was over $80 million
and many homes were completely destroyed. Average annual flood damages
in the Yazoo Backwater problem area is $2.1 million. Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google VOLUME 4 I 99
Intensive drainage and flood-control programs throughout the problem
area have contributed to the conversion of the environment of the area
from an extensive wooded swamp and hardwood system to an agricultural
system with large tracts of cleared land. However, significant tracts
of woodlands remain in the area, and preservation of a large portion of
these areas is extremely important to the ecosystem of the problem area.
Institutional and Financial Issues
A need exists for Federal and State policies and programs to pro-
tect and preserve environmentally significant resources in the area. In
some cases, the need is for better enforcement of existing programs.
Also, local programs are needed for proper flood-plain management.
Adverse Effects of Not Solving Severe Problems
If use of pesticides and herbicides continues to increase without
developing means of prohibiting introduction of these chemicals into surface
waters, water quality could deteriorate to a level where fishing and
other water-related recreation would be reduced greatly.
Failure to solve the area's flood problems will result in a con-
tinuation of flood damages estimated to be $2.7 and $3.2 million in
1985 and 2000, respectively. Additionally, without flood protection,
thousands of acres of fertile cropland will produce less than could be
realized with flood protection. This will become more critical in the
future as demands for crops such as rice and soybeans increase. Continued
flooding of homes and businesses will cause large monetary losses and
inconvenience as well as a threat of loss of life.
Continued loss or degradation of forests or wetland habitat will
virtually destroy any possibility for reestablishment of threatened wildlife
species and may jeopardize their continued existence.
Problem Area : Bushley Bayou
WRC Region: 8 Subregion: 802
State: Louisiana Problem Area= 27
Description
The Bushley Bayou problem area is located northwest of Jonesville,
Louisiana, in the Red River Backwater area. The problem area lies in
the alluvial valley near the confluence of the Ouachita and Tensas Rivers.
Topography of the Bushley Bayou problem area is dominated by the alluvial
valley and surrounding areas of higher elevation. Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google 70 I LOWER MISSISSIPPI REGION
Problems
Water Issues
Nonpoint sources of pollution such as agricultural pesticides and
soil erosion are affecting water quality throughout the problem area.
This water-quality degradation is adversely affecting biotic production
in lakes and streams within the area.
Related Land Issues
Extensive flooding and drainage problems exist in the area. Of
the 129,000 acres in the problem area, approximately 60,000 acres are
subject to periodic inundation. Damages to agricultural crops and residences
are particularly high. Under existing conditions, estimated average
annual damage is $1.3 million. Agricultural crops account for 54 percent
of these damages and rural residences account for 34 percent.
Diminishing supplies of timber required by forestry industries,loss
of fish and wildlife habitat, reduced outdoor recreation activities, and
reduced natural environmental amenities have resulted from the trend in
land clearing.
Institutional and Financial Issues
Federal and State programs and policies are needed to protect and
preserve environmentally significant resources. Local programs are needed
for proper flood-plain management. The problem of inadequate Federal,
State, and local funding also exists, and problems are not being solved
in the proper time frame.
Adverse Effects of Not Solving Severe Problems
Failure to control the amount of sediment and pesticides and other
foreign materials that enter surface waters will cause extensive water
quality problems. This water quality degradation will severely limit the
use of streams and lakes for fish and wildlife production.
Failure to solve the flood problems will result in a continuation
of the flood damages projected to $1.4 and $1.7 million in 1985 and
2000, respectively. Additionally, without flood protection, 26,300 acres
of cropland in the flood-plain will have a net productive value of $4.92
per acre less than the value with protection. Also, approximately 3,000
persons will continue to be faced with the flooding and destruction of
their homes.
Continued loss or degradation of forest or wetland habitat will vir-
tually destroy any possibility for reestablishment of threatened wildlife
species within the problem area. Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google VOLUME 4 I 11
Problem Area : Red River Backwater
(Sicily Island, Larto Lake to Jonesville, Below Red River, and Franklin
Parish)
WRC Region: 8 Subregion: 802
State: Louisiana Problem Areas: 28, 29, 30, and 31
Description
The Red River Backwater area is located in east-central Louisiana in
the northern portion of the alluvial valley surrounding the confluence of
the Ouachita and Tensas Rivers. The area covers over 2,000 square miles
and includes portions of Catahoula, Concordia, Tensas, Avoyelles, Franklin,
La Salle, and Rapides Parishes. The eastern edge of the Backwater area
is the Mississippi River levee protection system, and the southern portion
of the area is drained by the Red River. Topography is typical of the
alluvial valley and surrounding areas of higher elevation. The climate
is humid and subtropical. Precipitation is abundant and reasonably distri-
buted throughout the year, with an average annual rainfall of about 56
inches. Long summers and short, mild winters dominate seasonal change
and provide an extremely long growing season.
Problems
Water Issues
Quality of surface water is generally good, but various streams and
lakes may be locally turbid during high flood runoff which is often pol-
luted by widely used agricultural pesticides and fertilizers.
Related Land Issues
The Red River Backwater area is subject to severe backwater flood-
ing, as well as lesser flooding from interior storms. Agricultural dam-
age occurs to some extent almost yearly and comprises 75 percent of the
total damage, with substantial damage to public improvements and some
damage to built-up areas. Under existing conditions, average annual
flood damages for the various problem areas are: Sicily Island, $230,000;
Larto Lake to Jonesville, $695,000; and below the Red River, $359,000.
In 1973, the Red River Backwater area experienced over $50 million in
flood losses. Numerous families are faced with threat of loss of homes
and possessions from flood waters.
Wildlife production in the remaining wetlands and bottomland hardwood
forests in the area is high. However, extensive land clearing has made
retention of many species difficult. Arecent environmental study revealed
the presence of two endangered or threatened species in the area, the
American alligator and the wood stork. Other endangered species which
possibly exist in the area include the southern bald eagle, osprey, and
Florida panther. Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google 72 I LOWER MISSISSIPPI REGION
Institutional and Financial Issues
Additional Federal and State programs are needed to protect the
increasingly diminishing wetlands and other valuable fish and wildlife
habitat of the area. There is also a critical need for additional financial
support for the construction of flood-control measures within the Red
River Backwater problem area.
Adverse Effects of Not Solving Severe Problems
Failure to solve the problems of continued degradation of water qual-
ity could cause the streams of the area to drop below the threshold
for supporting biota.
Failure to solve the flood problems in the Red River Backwater problem
area will result in a continuation of damages from backwater flooding
projected to be $2.2 and $2.8 million in 1985 and 2000, respectively.
Numerous families will continue to be faced with the threat of loss
of homes and possessions from flood waters. This is of particular impor-
tance in an area with more than 40 percent of its existing housing units
classified as substandard.
Accelerated land-clearing trends during the past two decades hold
clear implications for future changes in existing land uses. Continued
loss or degradation of wetland or forest habitat will virtually destroy
the possibility for reestablishing threatened wildlife species and may
jeopardize their continued existence.
Problem Areal : Tensas River
WRC Region: 8 Subregion: 802
State: Louisiana Problem Area: 32
Description
The Tensas River problem area is located west of the Mississippi
River in northeast Louisiana, and includes portions of East Carrol, Madison,
Tensas, and Franklin Parishes. The problem area comprises approximately
910 square miles.
The Tensas River problem area is basically a rural, sparsely populated
area dependent on agriculture-oriented activities for an economic base
(i.e., the production of crops and livestock). Soybeans is the major
crop followed by cotton. Manufacturing plays a relatively minor role
in the area's economy. Local trade is oriented toward farming and consumer
interests. Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google VOLUME 4 | 13
Problems
Water Issues
Sedimentation and turbidity from suspended sediment are adversely
affecting water quality in the problem area.
Related Land Issues
Frequent and often severe localized flooding in the area is an in-
creasing problem to agricultural interests as local farmers continue to
clear and cultivate more land. This frequent flooding has acted as a
major deterrent to further economic development of much of the problem
area. Under existing conditions, average annual flood damages in the
problem area are estimated to be $4.6 million.
Intensive drainage and flood-control programs have contributed to
changing the environment from ‘one of extensive wooded swamps and hardwood
forests to intensively managed agricultural systems largely cleared of
the original forest tracts.
Institutional and Financial Issues
A need exists for additional institutional development in the area
of flood-plain management and environmental preservation and enhancement.
Additional Federal and State programs are needed to protect diminishing
fish and wildlife habitat.
Adverse Effects of Not Solving Severe Problems
Failure to control the amount of sediment, pesticides, and other
farm materials that enter surface waters will cause extensive water quality
problems. This water quality degradation will severely limit the use
of streams and lakes for fish and wildlife production.
Failure to solve the flood problem will result in a continuation
of the flood damages projected to be $6.4 and $7.4 million in 1985 and
2000, respectively. Also, without flood protection, 93,968 acres of land
within the flood plain of the problem area will have a net productive
value of $31.21 per acre less than the value with protection.
Continued loss or degradation of forest or wetlands habitat will
virtually destroy any possibility of reestablishment of threatened wildlife
species and may jeopardize their continued existence. The black bear,
Florida panther, and red wolf require large, uninterrupted blocks of
woodland or canebrake habitat and do not coexist with man in close proximity. Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google 74 I LOWER MISSISSIPPI REGION
Problem Area : Mississippi River (Main Steml
WRC Region: 8 Subregion: 802
States: Mississippi, Arkansas Problem Area: 33
and Louisiana
Description
The Mississippi River (Main Stem) problem area extends along the Mis-
sissippi River from just north of Clarksdale, Mississippi, to just north
of the Old River Control Structure, approximately 43 miles south of Natchez,
Mississippi, and it includes the main stem Mississippi River, the adjacent
land and water between the main-line levees, and in areas where there
are no levees, the lands within the project flow line.
Problems
Water Issues
The depth of river crossings is affected by bed load migration.
Crossings fill with sediments during periods of flooding when the cur-
rent sweeps sediments from point bars and re-deposits them in the cross-
ing. This presents a problem for river navigation when the river recedes
and often requires dredging to reopen the channel to river traffic.
Related Land Issues
Flooding in the problem area is primarily headwater flooding from
the Mississippi River. Flooding is frequent and occurs almost annually
as a result of springflows which are fed by rainfall and snowmelt in
upstream drainage areas. During major floods the entire problem area
within the levees is inundated. In 1973, flood damage in the Mississippi
River (Main Stem) problem area was $54.7 million.
Institutional and Financial Issues
A need exists to increase available funds to provide project design
flood-control measures on the Mississippi River and to maintain adequate
channel depth to accommodate navigation.
Adverse Effects of Not Solving Severe Problems
If sufficient depth for navigation to accommodate the trend toward
deeper-draft barges is not maintained, waterborne commerce will be limited
resulting in a curtailment in commerce activities. Industrial interests Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google VOLUME 4 | 75
could be lured away from ports along the Mississippi River.
Failure to raise all main-line levees to project grade and maintain
the channel could result in a large flood which would devastate development
throughout the alluvial valley. If the main line levees had not been in
place in 1973, flood damages in subregion 802 would have totaled $3.5 bil-
lion. The magnitude of these without-project damages provides an indication
of the necessity of raising and maintaining levees at project grade.
Failure to control erosion and sedimentation on the river will cause
loss of agricultural lands, levees, and other development from streambank
erosion. Also, sediment deposits greatly hinder navigation.
Problem Area : Homechitto River-Bayou Pierre
WRC Region: 8 Subregion: 802
State: Mississippi Problem Area; 34
Description
The Homechitto River-Bayou Pierre problem area is located in south-
west Mississippi and covers all or most of the counties of Claiborne,
Copiah, Jefferson, Adams, Franklin, and Wilkinson. The terrain of the area
consists primarily of upland or hill area and Mississippi Valley alluvial
area. The topography of the hill area, known as Loess Hills, is rugged
and steep with narrow ridgetops. The very flat alluvial area is inter-
laced with swampland, lakes, and agricultural lands, and extends along
the Mississippi River east bank.
Problems
Water Issues
The water quality of streams and lakes in the area is generally good;
however, erosion and sedimentation do cause some degradation of water
quality.
Related Land Issues
Although flooding occurs throughout the year, it occurs more often in
the winter and spring months. Damages in the flood plain occur to agri-
cultural crops, roads, bridges, farm buildings, and built-up areas. Because
of the steep topography, some of the tributary streams have high peak flows
within their small drainage areas. Under existing conditions, average annual
flood damage in the problem area is estimated to be $2 million.
Erosion and sedimentation are critical problems in the area. Approxi-
mately 72 percent of the land area is affected by erosion with 12.4 tons Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google 76 I LOWER MISSISSIPPI REGION
acre per year average gross erosion. Erosion in the Homochitto River-Bayou
Pierre problem area produces over 5 million tons of sediment a year and
causes annual damages of approximately $290,000.
Institutional and Financial Issues
There is need for financing of a comprehensive basin study in the
Homochitto River-Bayou Pierre problem area to develop a vehicle through
which comprehensive coordinated plans aimed toward water resource develop-
ment and conservation can be developed.
Adverse Effects of Not Solving Severe Problems
Failure to solve the flood-control problems will cause a continuation
of the significant damages to public roads, bridges, and railroads; losses
due to rerouting of traffic and cost of evacuation of persons and property;
and damage to agricultural and built-up areas. Average annual flood damages
are projected to be $2.7 and $3.3 million in 1985 and 2000, respectively.
Approximately 55 percent of these damages will be incurred in upstream water-
sheds.
Failure to solve the erosion and sedimentation problems will cause a
continuation of the loss of valuable land in the area resulting in damages of
$421,000 and $454, 000 in 1985 and 2000, respectively. The sediment load from
this extensive erosion will continue to degrade the quality of water through
increased turbidity.
Problem Area : New Orleans-Baton Rouge Area
WRC Region: 8 Subregion: 803
State: Louisiana Problem Area: 35
Description
The New Orleans-Baton Rouge problem area covers approximately 2 .9 mil-
lion acres of land in southeasternLouisiana along the lower 250 miles of the
Mississippi River from Baton Rouge to the Gulf of Mexico. It includes 26
southeastern parishes and the two major urban centers and deep-water ports of
Baton Rouge and New Orleans. The population of the area in 1970 was approx-
imately1,450,000. Natural ground elevations range from 0 to 25 feet above
mean sea level; however, some ground surface elevations may be as low as 8
feet below mean sea level. Area resources include abundant water and related
fisheries, fertile lands, and a relative abundance of mineral deposits.
Domestic and foreign trade are vitally important; the port of New Orleans is
the third largest in the world and the port of Baton Rouge is the fourth
largest in the Nation. Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google VOLUME 4 | 11
Problems
Water Issues
Salt-water intrusion has become a serious problem in municipal and
industrial water supplies drawn from the river below New Orleans as a result
of the inadequate average annual mean low flow of the River.
Municipal and industrial discharges into the segment of the river
between Old River and the Gulf of Mexico have resulted in high concentra-
tions of heavy metals, organic chemicals, biochemical oxygen demand, and
total and volatile solids. This pollution has caused the segment to be
classified as "water quality limited," because it does not meet water qual-
ity standards for taste, odor, and bacteria. In 1975, the Environmental
Protection Agency identified trace amounts of 86 complex organic compounds
in the drinking water of New Orleans and the surrounding area.
Marine and estuarine waters of the Mississippi River and adjacent wet-
lands have been polluted with excessive concentrations of pesticides, chem-
icals, and heavy metals. The pollution adversely affects the commercial
fishing industry and destroys fish and wildlife habitat.
When the Bonnet Carre Spillway is opened to prevent major flooding
along the Mississippi River, the turbid, polluted river water enters the
Lake Pontchartrain—Borgne Mississippi Sound estuarine system and temp-
orarily adversely affects the fisheries in that system. The long-term net
effect of a spillway operation is believed to be beneficial to the fish-
eries in the system; however, not all of the adverse effects have been
documented.
Navigation depths and deep-draft access to the ports of New Orleans and
Baton Rouge are reduced by sedimentation in the Mississippi River below
Baton Rouge, requiring continuous maintenance dredging operations.
The development of larger ocean going ships with deeper drafts is
creating pressure for the ports of New Orleans and Baton Rouge to enlarge
their navigation channels in order to continue to be competitive.
Related Land Issues
Restricted overbank flooding of the Mississippi River prevents replen-
ishment of nutrients and sediments which nourish the marshland. Without
silt deposition from annual flooding, the delta is rapidly subsiding and
eroding. Throughout the coastal area in Louisiana the net land loss
annually is 16.5 square miles.
Manmade levees and jetties cause Mississippi River sediment to be
carried beyond the 100-foot contour of the Gulf of Mexico. The average
annual transported sediment load in the Mississippi River is 300 million
tons, which amounts to an average rate of 825,000 tons of sediment per day. Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google 78 I LOWER MISSISSIPPI REGION
Studies indicate that the sediment load of the lower Mississippi River,
if properly controlled, could potentially create new land at an average
rate of about 12 square miles per. year.
Headwater flooding is a problem on approximately 430, 000 acres in rural
upstream watersheds in St. James, Ascension, Iberville, and St. John the
Baptist Parishes. Estimated annual damages, mostly agricultural, are
$1,730,000.
There is inadequate drainage on 60,000 acres in the same upstream water-
shed area. Drainge improvements would increase agricultural production and
net income for farmers.
Institutional and Financial Issues
Although a high degree of flood protection is provided by the Missis-
sippi River and Tributaries project (MR&T) and other flood-control measures,
flooding remains a serious problem in the area. The MR&T project has
prevented billions of dollars of damage in the New Orleans-Baton Rouge
area. However, the threat of overflows remains an annual concern to people
living in the area. In 1973 flood damages and levee maintenance costs
in the problem area reached an estimated $55.1 million.
Inadequate funding is delaying the completion of the Flood Control, Mis-
sissippi River and Tributaries project. Past appropriations for MR&T project
features within the problem area totaled approximately $350 million with ap-
proximately $800 million required to complete the project. Based on funding
levels of the last few years, the project could require 25 years to complete.
Adverse Effects of Not Solving Severe Problems
Continued salt-water intrusion in municipal and industrial water sup-
plies drawn from the Mississippi River at and below New Orleans will
require that expensive treatment facilities be developed for the removal
of chloride. As greater upstream water use increasingly depletes low water
flows, the problem will grow in severity. Alternate water supply sources
are not readily available. As a result, the 40 municipal and industrial
systems presently involved will face high water-treatment costs and future
industrial development along the river may be discouraged because of
these costs.
Continued uncontrolled discharge of municipal and industrial pollu-
tants into the Mississippi River will degrade the overall water quality
and could be a causative factor in the decline of the social and economic
growth in the area. The increased spread of disease vectors as a result
of degraded water quality could lead to critical public health problems.
Continued pollution will also have a marked adverse effect on the quality
of irrigation water supplies drawn from the river.
Pollution of the marine and estuarine bodies in the problem area is
another effect of continued uncontrolled municipal and industrial dis- Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google VOLUME4 | 19
charges. The pollution would have several serious consequences: the com-
mercial fishing industry in the area would decline; New Orleans tourist
trade, retail markets, and the area's local culture would be damaged;
and the demand for recreation activities would decrease in the water
environment where pollution had degenerated the esthetic and health qual-
ities.
Without a study to determine the optimum measures for diverting
fresh water to Lakes Pontchartrain and Borgne, benefits to the fish and
wildlife resources may be foregone.
If methods are not found to effectively control the sediment deposited
in the navigation channel, transportation losses and high maintenance costs
will continue to be experienced. Losses resulting from inadequately main-
taining the deep-draft access to the ports of Baton Rouge and New Orleans
could amount to $40 to $50 million annually.
Failure to provide a larger deep-draft channel at the ports of New
Orleans and Baton Rouge through which ocean going cargo can move efficiently
will have a serious long-range effect. As commerce through these ports
grows, and the size of ocean going vessels increases, more and more ships
will be forced to move over the waterway partially loaded or to call on
other gulf ports with deeper channels. Over the next 25 years, an esti-
mated $30 million a year in transportation benefits will be foregone as a
result of inadequate channel depths. This loss in benefits will be re-
flected in higher shipping costs that will be felt by consumers nationwide.
Secondary impacts will include diversion of wholesale and retail sales
and services receipts, potential income, and employment opportunities from
the New Orleans-Baton Rouge area.
Restricting overbank flooding with levees will result in continued
subsidence and erosion of 380,000 acres of marshlands adjacent to the
Mississippi River. This means a land loss of wetland area and shoreline.
In addition to the land loss, recreation, fish, and wildlife losses will
occur as the wetlands are destroyed.
Continuing to allow Mississippi River sediments to be carried be-
yond the continental shelf will have an adverse effect on the coastal
area. The result will be to forego the opportunity to build, by diversion
or other means, 12 square miles of marshland annually. Any such newly
built area would partially offset the loss of wetlands by subsidence
and erosion.
Inadequate funding has delayed completion of the MR&T project. This
delay restricts full development of area resources, prolongs continued
flood damages in the New Orleans-Baton Rouge problem area, and consequently
limits the area's economic potential. If the project is not completed
damages such as those which occurred in 1973 and other years will continue
and may accelerate.
If not prevented, headwater flood damages are projected to increase in
the future. By the year 2000, average annual flood damage on the 43,000 Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google 80 I LOWER MISSISSIPPI REGION
acres experiencing flood problems will be $2.5 million. If measures are
not implemented to improve drainage, the acreage experiencing drainage
problems will grow to 75,000 by the year 2000. Inadequate drainage pro-
duces a poor plant environment, increases operating costs, and rescues agri-
cultural yields.
Problem Area : Atchafalaya Basin Floodway
WRC Region: 8 Subregion: 803
State: Louisiana Problem Area: 36
Description
The Atchafalaya Basin Floodway is located in south-central Louisi-
ana and encompasses portions of Pointe Coupee, St. Landry, Iberville,
St. Martin, Iberia, and St. Mary Parishes. The floodway, a feature of
the master plan for flood control on the Mississippi River and its tribu-
taries, is aleveed overbank floodway with three intakes--the Atchafalaya
River, which is centrally located within the floodway, and the Morganza
and West Atchafalaya Floodways which flank that stream to the east and
west, respectively. The floodway is designed to carry to the Gulf of
Mexico one-half of the project design flood on the Mississippi River.
The problem area covers approximately 820,000 acres and extends more than
100 miles. The upper half of the basin is basically lowland with little
topographic relief. Land use consists mostly of undeveloped woodlands,
agricultural lands, and scattered developments. The lower half of the
basin is a wetland of national significance. The 1970 population of the
area was approximately 4 ,600.
Problems
Water Issues
Salt-water intrusion and nonpoint discharges are problems in this area.
Related Land Issues
The Atchafalaya River is the natural distributary of the Mississippi
and Red Rivers. Except during extreme flood periods, approximately 30
percent of the water and sediment carried by these rivers is diverted
into the Atchafalaya Basin. In 1973, approximately 92 million cubic yards
of sediment was transported by the Atchafalaya River where it enters
the basin. This material is either deposited in the floodway or is
carried through the outlets into the bayous and marshes. The deposition
of the sediment is increasing land elevations in the floodway and building
new land in Atchafalaya Bay. Through this natural process, the cross-sec-
tional area between the east and west protection levees is being reduced. Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google VOLUME 4 I 81
The result is an accompanying reduction in the flood carrying capacity
of the floodway. As the low-lying lands, lakes, ponds, and marshes are
filled with sediment, a natural central channel is formed in the floodway
that carries a greater percentage of the sediment through the basin outlets
and deposits it in Atchafalaya Bay. Consequently, islands are forming
in the bay at a rate of 4 to 8 square miles per year. This natural
delta progression in Atchafalaya Bay has reduced the bay's capacity to
receive flood flows and has raised the flood flow lines at Morgan City
and northward. Records at the lower end of the floodway show that for
the passage of any given high water flow, the water level is presently
2 feet higher than it was for the same flow 10 years earlier. There
is a great risk of flood damage for the community of Morgan City and
other areas relying on the floodway to contain major flood flows. During
1973, flood damages and flood fight expenses total $36 million in the
Atchafalaya Basin. Most of these losses were experienced in and around
the Morgan City area.
Sedimentation is also detrimental to the environment. The Atchafalaya
wetlands are among the most biologically productive in the Nation. Lakes,
swamps, ponds, wetlands, and other water areas are being converted to dry
lands by siltation. The habitats of fish, crawfish, and other aquatic and
semiaquatic organisms are being lost. Extensive losses are also experienced
in the commercial fish and shellfish industries. As land elevations rise
and become vegetated, pioneer communities of cottonwood, willow, and syca-
more are established, severely reducing fish and wildlife resources.
The environmental qualities of the Atchafalaya Basin Floodway are a
unique natural resource of widespread significance. Recreational use of the
basin averaged 1.2million man-days per year in the period 1971-1974. The
most popular activities were sport fishing and hunting, boating, camping,
and picnicking. The loss of swamps, wetlands, ponds, lakes, and other
features is reducing the water-related recreation opportunities provided
by the floodway.
As wetlands are filled, land-use changes begin to take place. Elevated
lands are converted to agricultural uses. Extensive silviculture replaces
existing vegetation with a single species. In some cases, the native flora
has been eliminated entirely and wildlife resources have been greatly re-
duced.
Institutional and Financial Issues
The Atchafalaya Basin Floodway, which is a feature of the Mississippi
River and Tributaries (MR&T) project, has not been receiving construction
funds at a rate which would allow expeditious completion of the project.
Although this feature of the MR&T project has been under construction since
1929, only 29 percent of the funds required to construct this project have
been appropriated as of 1977. Greatly accelerated funding is necessary to
complete this project on a timely basis. Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google 82 I LOWER MISSISSIPPI REGION
Adverse Effects of Not Solving Severe Problems
If sedimentation is not controlled, the flood—carrying capacity of the
Atchafalaya Floodway will continue to decrease, reducing the flood protec-
tion afforded to Morgan City and other communities near the floodway.
A large flood would threaten businesses, farms, homes, and public buildings.
Continued siltation will eventually decrease the floodway's capacity to
the point where its usefulness will be limited. Some 1.75 million acres
lying outside the Atchafalaya Floodway would be subject to inundation,
and improvements valued in the billions of dollars could be adversely
affected. Nearly 230,000 south Louisianians could suffer direct adverse
consequences. Fear for safety could prompt some out-migration of both
inhabitants and commercial activities. The reduced effectiveness of the
floodway could restrict economic development and growth. Flood damages
in the basin will probably exceed the $36 million total experienced in
1973 if a flood of the same magnitude is experienced again.
Continued sedimentation and resultant increases in land elevation will
increase lands and encourage land-use changes. The conversion of emerging
lands from woodlands to agricultural use or to intensive silviculture
will cause the continued loss of valuable fish and wildlife habitat and
diminish a nationally significant wetlands ecosystem.
About $640 million is needed to complete the Atchafalaya Basin Floodway
project. Unless project funding is accelerated beyond the present rate,
the project will require 25 years to complete.
Problem Area : Gulf Intracoastal Waterway
WRC Region: 8 Subregion: 803
State: Louisiana Problem Area: 37
Description
The Gulf Intracoastal Waterway (GIWW), Louisiana section, is a seg-
ment of the GIWW that extends along the Gulf of Mexico from Apalachee Bay,
Florida, to the Mexican border. The Louisiana section is a 266 mile—long
waterway that extends through coastal Louisiana from the Sabine River, the
western boundary of the State, to New Orleans. The waterway is located
in the south Louisiana parishes of Calcasieu, Cameron, Iberia, Jefferson,
Lafourche, Orleans, Plaquemines, St. Bernard, St. Mary, Terrebonne, and
Vermilion. The estimated 1975 population of the 11 parishes in which
the waterway is located is 1.5 million. The GIWW, Louisiana section,
provides the main route to the many feeder channels which lead to the
Gulf of Mexico. These feeder channels—-short supply routes to the vast
coastal and offshore drilling operations-—serve the energy needs of the
Nation by allowing exploration of the marshlands and the shipping of
millions of tons of crude petroleum, fuel oil, and gasoline from the
coastal area to other parts of the Nation. The same waterway is also Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google VOLUME 4 I 93
the lifeline for the shrimping, fishing, and oyster industries of Loui-
siana, with large and small craft alike using the route to reach the
channels flowing into the gulf.
Problems
Water Issues
The existing channel dimensions of 12 feet deep by 125 feet wide on the
GIWW are inadequate for efficient movement of waterborne commerce. These
dimensions limit the size and depth of vessels that can utilize the water-
way. For instance, two 50-foot-wide barges must use extreme caution when
passing in a 125-foot channel. This makes travel extremely slow and haz-
ardous. An enlarged channel would allow traffic to move more efficiently
and safely. Congress, in 1962, authorized enlargement of the waterway
dimensions to 16 feet by 150 feet between New Orleans and the Atchafalaya
River and 16 feet by 200 feet between the Atchafalaya River and the
Sabine River. However, these enlargements have not been constructed
because assurances of local cooperation from the 11 parishes through
which the waterway passes have not been furnished. The local population
feels that the waterway serves national interests and that they should
not be responsible for the lands, easements, and rights-of-way or the
high costs of relocation.
Related Land Issues
Streambank erosion along the waterway threatens adjacent homes, struc-
tures, and archeological and historic sites. At some points, the banks
have eroded beyond the channel rights-of-way. The erosion results from wave
wash caused by wind and boat wakes. Pipelines and other structures cross-
ing the waterway are also affected as the eroded banks expose them to
damage. Erosion also increases turbidity and releases pesticides and heavy
metals into the waterway. This is detrimental to fish, plankton, and land
animal populations.
Maintenance of the waterway requires approximately 900 acres for
disposal of dredged material each year. Using wetlands as disposal areas
results in loss of fish and wildlife habitat. However, existing dis-
posal areas are reused as long as possible.
Adverse Effects of Not Solving Severe Problems
If the dimensions of the GIWW are not enlarged to the authorized
project width and depth in order to more efficiently accommodate existing
and future traffic, a transportation savings of $5.2 million annually
will not be realized. In addition, the hazard of barge collisions caused
by the restricted channel width will continue to exist.
Damage to homes and other structures and a loss of land due to fur- Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google 84 I LOWER MISSISSIPPI REGION
ther bank erosion will continue along the GIWW unless preventive measures
are implemented. Continued bank erosion will also increase turbidity
and the concentration of heavy metals and pesticides and will exert a
detrimental influence on the animal populations of the GIWW. Thus, the
already limited commercial fishery resources in the GIWW will be further
affected by reduced catches and profits.
Many of the exposed archeological and historic sites located along
the GIWW will be destroyed if erosion is not stopped.
The effects of dredge material disposal on fish and wildlife habitat,
wetlands, and commercial fisheries depend upon the amount of land that is
reused for disposal. Continued utilization of wetlands as disposal areas
for dredge material will result in loss of furbearers, deer, swamp rabbits,
waterfowl, and other terrestrial and semiterrestrial organisms.
Problem Area : Mermentau River Basin
WRC Region: 8 Subregion: 803
State: Louisiana Problem Area: 38
Description
The Mermentau River Basin problem area is located in southwest Loui-
siana and covers the area of the Mermentau River below Iota, Louisiana,
an area of 2,335 square miles. The area encompasses portions of Acadia,
Calcasieu, Cameron, Jefferson Davis, Lafayette, and Vermilion Parishes
in Louisiana. Mermentau River is formed by the junction of BayousNezpique
and des Cannes. The river flows 72 miles in a southerly direction through
prairies and coastal marshes to the Gulf of Mexico. Major tributaries
of the Mermentau River are Bayous Nezpique, des Cannes, Plaquemine Brule,
Lacassine, and Quene de Tortue. In 1975, the population of the problem
area was approximately 136,000. The economy of the area is supported
largely by minerals production, agricultural production, and commercial
fisheries.
Problems
Water Issues
The coastal marshes in the area are a valuable environmental resource.
However, water levels vary seasonally and do not attain optimum levels for
fish and wildlife productivity. Water-level management is needed to main-
tain vegetative development and water chemistry conducive to high pro-
ductivity of fish and wildlife. High water levels maintained in the
marsh during the spring and summer to produce a water supply source for
rice irrigation prevent germination of favorable vegetative species for
fish and wildlife. Low water levels during other parts of the year reduce Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google VOLUME 4 I 95
the availability of habitat to wintering waterfowl. High water levels have
also reduced the growth of soil-binding plants along lake margins, leaving
the shoreline soil exposed and vulnerable to wave erosion. Such erosion has
been prominent in the Grand Lake and White Lake area. During low rainfall
months, runoff from the Mermentau Basin is inadequate to maintain the desired
water level, and supplemental water is needed for maximum productivity of
fish and wildlife.
Related Land issues
Flooding is a problem in some headwater areas. The risk of nonurban
headwater flood damage currently exists on approximately 750,000 acres in
upstream watersheds within the Mermentau Basin due to runoff exceeding
channel capacity. Average annual damages of $3.0 million are suffered by
such improvements as highways, railroads, oilfield equipment, and by crops
and pasturelands.
Inadequate drainage problems occur on 720,000 acres of cropland and
pasture. On this land, drainage improvements would increase land values
and the net income from agricultural production by increasing yields due
to a more favorable plant environment, increased operating efficiencies,
and shifts in cropping patterns.
Adverse Effects of Not Solving Severe Problems
Limited fish and wildlife productivity, due to water-level management
favoring agricultural development, adversely affects commercial fishing
and trapping and sport fishing and hunting in the area. Unless comprehensive
water-level management is undertaken, erosion and poor growth of needed
vegetation will ultimately destroy the valuable marshland and fish and
wildlife habitat. It is estimated that the annual loss in harvest of
white shrimp is about 1.1 million pounds and blue crabs, about 224,000
pounds.
If headwater flooding is not prevented on the 750,000 acres presently
experiencing this problem, annual flood damages are expected to grow to
$4.2 million by the year 2000. Also, because of the increasing demand
for food and fiber, the acreage with inadequate drainage used for this
purpose is projected to increase to 770,000 acres by the year 2000 if
preventive measures are not implemented. Inadequate drainage produces a
poor plant environment, increases operating costs, and reduces agricultural
yields.
Problem Area : Bayou Teche-Vermilion River Basin
WRC Region: 8 Subregion: 803
State: Louisiana Problem Area: 39
Description
The Bayou Teche-Vermilion River Basin covers an area of approximately
2,000 square miles in the alluvial lowlands and coastal marshes of south Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google 86 I LOWER MISSISSIPPI REGION
Louisiana. Most of Iberia, Lafayette, St. Landry, St. Martin, St. Mary,
and Vermilion Parishes and a small portion of Evangeline Parish are included
in the area. The most important watercourses in the area are the Vermilion
River and Bayou Teche. They are components of the shallow-draft inland
waterways system and also serve as major arteries to convey drainage
from the Bayou Teche—Vemillion River Basin to the Gulf of Mexico. In
1970, the population of the problem area was approximately 282,000. Pro-
duction of mineral resources is especially high in the area, particularly
in the coastal parishes of Vermilion, Iberia, and St. Mary. Agricultural
production also ranks high in the economy of the area. Other economic
activities include services, wholesale and retail trade, fisheries, and
forestry.
Problems
Water Issues
The quality of surface waters in the Bayou Teche-Vermilion River Basin
is degraded by numerous industrial, municipal, and agricultural waste dis-
charges. Within the area, over 70 municipalities discharge in excess of 26
mgd of waste water into the adjacent streams. These discharges account for
nearly 18,000 pounds per day of 5-day BOD. The treatment of these wastes
ranges from none to secondary. In addition, about 73 industries in the area
discharge more than 360 mgd, and account for nearly 24,000 pounds per
day, of 5-day BOD. Several water-quality surveys in the area have found
the quality of Vermilion River water to be below antipollution standards
set by the _U.S. Environmental Protection Agency and the Louisiana Stream
Control Commission. Vermilion River water is used for municipal and indus-
trial water supplies and for irrigation purposes. The low dissolved oxygen
(DO) and high bacteria content are especially harmful to fisheries and
have caused fish kills. Currently under construction is a project to
divert up to 840 mgd of fresh water to the Teche—Vermilion Basin during
low-flow periods. This project will greatly improve water quality in
the area; nevertheless, the discharge of untreated waste will continue
to pose water quality problems unless sufficient controls and treatment
processes are implemented.
Related Land Issues
In the Bayou Tet-he-Vermilion River Basin problem area, approximately
917 ,000 acres in upstream watersheds are susceptible to headwater flooding.
These lands are mainly agricultural lands and built-up areas around Lafay-
ette, Erath, Delcambre, and numerous small communities in the vicinity
of New Iberia. These small communities are also susceptible to damage
from tidal flooding. Flood damage to agricultural production and built-up
areas is presently estimated to be about $2.9 million annually. A concurrent
and contributing problem associated with potential flooding is the inade-
quate drainage of runoff that presently affects approximately 375,000
acres of agricultural lands. Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google VOLUME 4 | Al
Adverse Effects of Not Solving Severe Problems
As industrial development and population growth are maintained in the
problem area, the discharge of pollutants into Bayou Teche and the Vermil-
ion River will increase. If this discharge is not controlled, it is highly
questionable whether these streams can continue to be used as municipal
and industrial water supply sources.
The continued polluting of the streams could result in the encroach-
ment of polluted stream water into ground-water supplies through the stream-
beds which are connected to the principal aquifer at various locations.
This would affect the water supply of inhabitants in the basin who depend
on ground water as a source. The availability of good-quality water supply
sources to sustain development will be lacking and costly to obtain as pol-
lution increases.
Problems of low dissolved oxygen and fecal coliforms in the polluted
water will continue to affect fisheries productivity and general recre-
ation in the area.
The continued lack of flood protection in upstream watershed areas will
result in damages to built-up areas and agricultural production. These
damages, currently estimated at $2.9 million annually, are expected to in-
crease to $4.0 million annually by the year 2000.
Inadequate drainage will continue to depress agricultural returns
because of the unfavorable crop environment and high operating cost. Be-
cause of continually increasing food and fiber requirements and the atten-
dant need for agricultural lands, the agricultural acreage with inadequate
drainage is projected to increase from 375,000 acres in 1975 to 507,200
acres by the year 2000.
Problem Area '2 Grand Isle and Vicinity
WRC Region: 8 Subregion: 803
State: Louisiana Problem Area; 40
Description
Grand Isle is located on the Gulf of Mexico in Jefferson Parish, Louis-
iana, about 50 miles south of New Orleans. It is one of the many low,
irregular islands separated by bays, lagoons and bayous which form a part
of the shoreline of Louisiana. The island extends about 7.5miles in a gen-
erally northeast to southwest direction and is about three-quarters of a
mile in width at the center. Maximum elevation on the dune of the island
is 8 feet. The total area of the island is 2,340 acres. Grand Isle is a
base of operations for large offshore petroleum and sulfur industries and
is a commercial fishing and sport fishing center. It is also an important
recreation area. The population within the corporate limits of Grand
Isle in 1970 was 2,236. Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google 88 I LOWER MISSISSIPPI REGION
Problems
Water Issues
Inadequate potable water supplies limit municipal and commercial
developments on Grand Isle. Currently, the potable water supply is ob-
tained from an inland source and piped to the island. An alternate source
of potable water or an additional capacity is needed for development of
Grand Isle in the future.
Related Land Issues
Grand Isle is subject to severe damage from hurricanes since it lies
fully exposed to the Gulf of Mexico. Hurricanes that approach the island
from the south, southeast, and southwest cause widespread flooding and
damage. Flooding has been experienced from both the gulf side and the
bay side of the island. Hurricanes have produced stages of 9 feet at
Grand Isle, and the standard project hurricane for the area would produce
a stage of about 10 feet. The probable maximum hurricane for the area
would produce stages averaging about 17 feet over most of the area.
The estimated average annual hurricane flood damage on the island are
$1,006,000. During a hurricane, damage also ocurs to fish and wildlife
habitat. However, the ecosystem is generally adapted to such natural
occurrences, and permanent damage rarely results.
Shoreline erosion of Grand Isle by wind—driven waves is also a seri-
ous problem.- The sand beach area that is being eroded receives heavy
recreation use and is adjacent to the most heavily developed area on
the island. In addition to the loss of the valuable and scenic beach
front, many homes, business establishments, Louisiana Highway 1, and other
public improvements are subject to damage resulting from erosion of the
island. Severe erosion caused the loss of approximately 35 acres of
land at the western tip of the island between March 1968 and May 1971.
Corrective measures were implemented to prevent further erosion. However,
erosion of Grand Isle is expected to continue if additional preventive
measures are not undertaken.
Adverse Effects of Not Solving Severe Problems
Without hurricane flood-protection development, Grand Isle will re-
main subject to extensive damage. The estimated average annual hurricane
flood damages on the island are projected to increase to $1.7 million
by the year 2000.
Shore erosion damages are projected to continue to be extensive on
the island. Erosion losses will occur in the private and public sector.
Erosion damages are projected to occur to residential, commercial, and
public structures, roads, utilities, and land. The estimated average annual
erosion damages over a 25-year period to the year 2000 is $194,000. Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google VOLUME 4 | as
Recreation on the island is hindered by the lack of flood protec-
tion and erosion control. Without protection, optimum development of the
recreation potential of the island is not feasible. Estimated average
annual recreation benefits foregone due to underdevelopment of the recre-
ation potential is $317,000.
Continued erosion of the island will also decrease fish and wildlife
productivity in the area. As erosion continues to diminish the island,
salinity intrusion will increase in the estuaries and marshes adjacent to
the island destroying fresh-water habitat for small fish, wading birds,
and other organisms.
The lack of an adequate fresh-water supply will continue to adversely
affect Grand Isle and limit economic growth and development.
Problem Area : Lake Charles and Vicinity
WRC Region: 8 Subregion: 803
State: Louisiana Problem Area_ 41
Description
The Lake Charles and vicinity problem area, which covers approximately
1,670 square miles, is located in the southwestern Louisiana parishes of
Calcasieu and Cameron. The area consists mainly of coastal marshes which
extend inland from the Gulf of Mexico from 20 to 30 miles and flat
prairies laced with numerous rivers, bayous, and lakes. The major water-
course in the area is the Calcasieu River. It rises in central Louisiana
and flows in a southerly direction for about 215 miles to discharge into the
Gulf of Mexico through Calcasieu Lake and Calcasieu Pass. In the upper
Calcasieu Basin, the river and its tributaries are clear, running streams.
As the river nears Lake Charles, however, it changes to a sluggish tidal
stream, typical of the bayous of southwestern Louisiana. Calcasieu Lake,
which is 42,880 acres in size and located in the coastal area, is a major
nursery area for estuarine species and of high value to fish and waterfowl.
The population of the two-Parish area was 159,400 in 1975. The city of
Lake Charles is the largest urban center with a population of 80,400. The
economy of the area is directly associated with mineral production and
related industrial development along the Calcasieu River and Pass deep-
draft navigation channel, and in the port of Lake Charles. The Calcasieu
River and Pass is one of the three existing deep-draft waterways in Loui-
siana capable of accommodating ocean going vessels. This waterway con-
nects the port of Lake Charles, an oil refining, petrochemical, and allied
industries center, with other major world ports. Commercial fishing and
agriculture are also important economic activities in the area. Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google U I LOWER MISSISSIPPI REGION
Problems
Water Issues
Pollution from municipal, industrial, and agricultural waste dis-
charges is adversely affecting Calcasieu River and Lake, and the surrounding
estuaries. The Calcasieu River from the Gulf of Mexico to Lake Charles
does not meet State water quality standards in several respects. These
include dissolved oxygen, oil and grease, toxic chemicals, heavy metals,
coliform bacteria, taste, color, and temperature. Current point-source
discharges include 25 industrial and four municipal plants. Industrial
discharges account for approximately 55,000 pounds per day of BOD5.
Salt-water intrusion occurs in Calcasieu River and Calcasieu Lake
between the months of June and December. A salt-water barrier was con-
structed in the Calcasieu River about a mile upstream of Lake Charles to pro-
tect river water used for crop irrigation from salt-water intrusion. Down-
stream, or below the protection, salinities as high as 10,000 to 15,000
parts per million are experienced. In spite of the intrusion, increasing
demand for food and fiber has resulted in cultivation of land for rice
below the protection of the barrier. Heavy damage to the rice crop can
be caused by salinities as low as 600 parts per million (PPM) in irriga-
tion water. Crop yields could be reduced by 15 to 20 percent, depending
upon the salinity of the irrigation water.
Water pollution, coupled with low water flows and salt-water intrusion
during certain times of the year, severely affects the fishery resource in
Calcasieu River, Lake, and surrounding estuary. Bottom sediments absorb
many of the pollutants and slowly release them to the aquatic environment.
Thus, the fish and wildlife habitat, together with the wetlands in the prob-
lem area, is continuously exposed to extremely low water-quality condi-
tions. Pollutants cause off—flavor in commercial fish and shellfish and
legitimate concern for the health of the human consumer. In the past,
Calcasieu River and Calcasieu Lake have been closed to commercial fishing,
shrimping, and oystering.
Water-oriented recreation, a popular activity in Calcasieu River and
Calcasieu Lake, is seriously affected by the poor water quality.
Groundwater is presently used for municipal and industrial purposes
in the Lake Charles area. It is estimated that if current ground-water
pumping patterns are continued, a possible shortage of ground water may
occur in the area about the year 2000. It would then be necessary to sup-
plement ground water with available surface water.
Adverse Effects of Not Solving Severe Problems
Unless municipal, industrial, and agricultural waste discharges are
controlled, poor quality water in Calcasieu Lake and Calcasieu River will
continue to adversely affect the agricultural and fisheries resources of
the problem area. In addition, if surface-water quality is not improved, Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google VOLUME 4 | 91
their water will not be usable to satisfy projected municipal and indus-
trial water supply needs. Commercial fisheries production will continue
to fall. In fact, severe pollution could cause the estuary to be closed
to commercial fishing completely. This would reduce the amount of fish
products on the national market and would decrease employment and income
in the problem area. Finally, if pollution is uncontrolled,the esthetic
value of the water environment will decline along with water-oriented
activities in general.
Highly saline water in the Calcasieu River below the existing salt-
water barrier limits agricultural production in the area by reducing the
yields of irrigated rice crops. These yields will continue to be lower
than those of other areas if the salt-water intrusion problem is not solved.
The impact of the yield foregone is lower income for the area's farmers
and higher prices for the consumer.
There is a possibility that fresh surface water will be needed by the
year 2000 to supplement ground water now used for municipal and industrial
purposes in the Lake Charles area. Existing surface water would require
extensive treatment prior to its use for municipal or industrial water supply
purposes. If the quality of the surface water is notimproved,thetreat-
ment required would be costly. The added costs of obtaining fresh water
would be borne by Lake Charles residents, industry , and the general consumer
purchasing products from this area. Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google VOLUME 4 I 93
Summary
The Lower Mississippi Region has adequate natural resources to sup-
port substantial economic growth. National Future projections for the
period from 1975 to 2000 indicate that regional population will increase
11 percent. Employment will increase 25 percent and earnings will increase
132 percent. Agricultural earnings will increase about 16 percent,
petroleum mining and refining earnings, about 44 percent, and manufacturing
earnings, 144 percent. In line with this growth, there will be increasing
demands upon the water and related land resources of the region. The
major needs and problems center around water supplies to fill municipal,
industrial, thermoelectric power generation, energy production, and irri-
gation needs and developments for navigation, flood control, land treatment
and management, fish and wildlife habitat, and water-oriented outdoor
recreation.
The water supply problems are related mostly to resource distribution,
rather than availability. As requirements increase, careful planning will
be required to insure the availability of supplies when and where needed.
The maintenance of water supplies for manufacturing purposes will be es-
pecially important to the economic growth of the region. The maintenance
and improvement of navigation facilities will be similarly important.
The existing navigation system in the Lower Mississippi Region is
a major asset to the economic stability of the Nation. It is indispens-
able to the movement of inland waterways commerce to and from the heartland
of the Nation, and provides a major outlet to world markets. The second
largest port facility in the United States is located within the region
at New Orleans, Louisiana, and in 1975, one l of every 5 tons of the
Nation's waterborne commerce was moved on waterways and through ports in
the region. In terms of ton-miles of traffic, this amounted to more than
one-fourth of the United States total.
This region currently supplies approximately one-third of the Nation‘ s
production of energy in the form of petroleum, natural gas, and natural
gas liquids. The continued and careful development of these and other forms
of energy (electric power) will become increasingly important as energy
requirements increase and available resources decrease. Development of
energy sources must continue, but such development must also incorporate
measures which minimize adverse environmental effects.
Extensive flood-control improvements have been made in the Lower
Mississippi Region, but flooding still is and will continue to be a
serious problem. According to National Future data, average annual flood
damages to urban and built-up developments alone are estimated at
$62.7 million. These damages occur in densely populated urban areas such
as New Orleans and Memphis as well as in numerous smaller cities and
communities. Average annual damages which occur in the outlying rural
areas are estimated at more than $336 million. In terms of the total
problem, approximately half the entire area within the Lower Mississippi
Region is subject to flooding. Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google 94 I LOWER MISSISSIPPI REGION
Unless additional measures are undertaken, extensive flood damages on
principal streams and in upstream watersheds will increasingly hamper the
region's capability to produce the food and fiber essential to the economy
and well—being of the region and Nation.
It is becoming increasingly evident that the region will be called upon
to supply a greater portion of the Nation's food in the future. World con-
ditions indicate that exports of agricultural products beyond 1980 will
probably increase at a greater rate than in recent years. Meeting this
increased need for food will require continued and accelerated planning
for flood control and other resource development measures to ameliorate
the major agricultural losses attributable to flooding. It will further
require continued application of land treatment and drainage measures,
sediment and erosion control measures, and the use of supplemental irriga-
tion.
A major portion of the region's structural measures for flood control
includes levees and floodwalls, channel improvements, pumping stations, and
reservoirs constructed in connection with the Mississippi River and Tribu-
taries project. This project alone prevented an estimated $15.6 billion
in flood damages in 1973, even through the overall project was about
69 percent complete. The damages prevented in 1973 alone were more than
6-1/2 times the amount of funds expended on this project to that time.
However, more than $912 million in damages still occurred. Accelerated
completion of this project and upstream watershed projects will be a
critical factor in maintaining the region's capability to supply food
and fiber, petroleum products, and other items of commerce. Until this
critical project is complete, the region has no protection against the
project design flood, and the potential for a disastrous flood event
will continue to exist. Without question, flood control on the Mississippi
River and tributaries is the region's most severe and urgent problem.
The discharge of raw or inadequately treated municipal and industrial
wastes is seriously degrading the quality of water in some reaches of the
Mississippi River and its tributaries. There are also problems from non-
point sources of agricultural pollution and nonbiodegradable wastes dis-
charged to streams. If these problems are to be satisfactorily solved,
there must be a regionwide water-quality program that includes orderly
and sustained monitoring, increased levels of waste treatment, increased
efficiency in the operation of treatment facilities, and increased enforce-
ment of State stream standards. The nature and magnitude of pollution
problems associated with nonbiodegradable wastes must be better defined
and adequate control measures devised.
Conversion of land to satisfy urban requirements, cropland and pasture
needs, and other needs related to predominantly open land areas will
infringe upon the satisfaction of needs for forested wildlife habitat.
Some forested areas can be restricted to primary use for wildlife habitat,
but most will have to be carefully managed under multiple-use sustained-
yield principles to satisfy both wildlife and food and fiber requirements
of the region. Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google VOLUME 4 I 95
Demand for water-dependent and water-oriented recreation opportunities
on lakes and reservoirs large enough for boating, water-skiing, and the
like will exceed available supplies within the near future. Part of those
demands can be met through more intensive use of existing lakes and reser-
voirs and multiple use of reservoirs that will be created for flood control,
water supply, power, or some other purpose; part can be met through the
construction of single-purpose projects. But even then, there is limited
potential for developing additional large lakes in the region, and some of
the needs will go unmet unless recreationists are willing to accept a
much lower quality in water-based recreation or to substitute other types
of recreation.
Many opportunities for the enhancement, conservation, and preservation
of environmental values, coastal_ and estuarine resources, archeological
resources, and public health exist in the region. These opportunities
are recognized in the framework program of the Lower Mississippi Region
Comprehensive Study (LMRCS), and timely implementation of that program
can contribute substantially to meeting the requirements of the region
as foreseen at this time. However, it must be recognized that the frame-
work program, as well as the assessment, were based on long-range assump-
tions and projections, and that periodic reviews and updating at appropri-
ate intervals will be required to keep abreast of future changes in national,
State, and local conditions as well as changes in national and State
policies.
Resolution of the severe problems in the region in an effective manner
will require coordinated and expeditious action at all levels of govern-
ment and by the private sector. It will require further detailed studies of
sufficient scope to provide the basis for authorization of specific pro-
jects, and it will require meaningful and sustained local, State, and Federal
financial support. In some areas, new legislative support will also be
required. Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google VOLUME 4 I 91
Conclusions and Recommendations
Without appropriate and timely action by concerned Federal, State,
and local entities, the severe problems identified in the Lower
Mississippi Region will not be solved and will continue to place great
burdens on the region and its citizens. Surely, resolution of problems
is more difficult than identification, but there are certain steps that
must be taken to insure that problems are solved. To provide the needed
action required to solve specific water-resource problems and needs with-
in the region, specific conclusions and recommendations have been developed
relating to (1) the need for planning studies, (2) the need for research
and data collection, (3) the need for changes in institutional or legal
arrangements, water policies, and water-related programs, and (4) the
Federal role in helping to resolve high priority problems.
l. Need for Planning Studies
Recommendations for studies in this report should not be interpreted
as indications that no work has been done in the areas identified. It is
recognized that much has been accomplished in the past, and continues
to be presently, in the way of construction of needed projects, planning,
and research and development. The recommendations made are cognizant of
all of this, but were made because of the complexity and urgency of
the problems in these areas and the fact that efforts thus far have
not been adequate to completely solve these problems. Studies recommended
should be completely compatible with current efforts and should serve
to provide the additional information needed to effect timely solutions
to the region's critical problems. "
The studies described in the following section are those identified
by a wide range of interests in the region as needed in the future to con-
sider and identify means to alleviate certain problems. After funding
and initiation of such studies, any plans formulated and-or recommended
will be the result of close coordination and agreement among Federal,
State, county, city, and private interests.
a. Level B Studies
Efforts are underway to initiate and obtain funds for a Level B
Study for the State of Mississippi. The State of Mississippi has prepared
a Proposal to Study (PTS) and submitted it through the Mississippi River
Commission (regional sponsor) to the Water Resources Council for con-
sideration in the Level B Study Program budget. The State of Mississippi
is on the verge of dramatic changes in its economy and in the use of
its resource base. It is in the process of undergoing the change from
a predominately rural, agriculture-oriented State to one with a strong,
well-founded agricultural base, along with important industrial expansion
and growth which utilizes the vast natural resources of the State. To
advance agriculturally and industrially during the coming decades, with
maximum protection of the natural environment, it is essential that the
existing strong support among Federal, State, and local interests for
developing a comprehensive water and related land resources study be Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google Q I LOWER MISSISSIPPI REGION
drawn together through the Level B planning process.
During the remainder of this century, enormous impacts will be gener-
ated throughout the State of Mississippi as resources are allocated in
response to expanding industry on the Gulf Coast, the anticipated burst
of growth stemming from the Tennessee-Tombigbee Waterway, and the enthu-
siastic and determined thrust beingude by State Government to encourage
international trade and tourism. Policies, programs, and plans are needed
which will guide water and related land resources planning within the
State during this period.
Within the larger context of anticipated industrial development and
commercial growth, there is now within the State in the water and related
land planning sector an outpouring of uncoordinated planning activity
which spans the length and breadth of the State. Since the State is mov-
ing ahead in several locations with areawide waste-treatment planning,
with fish and wildlife programs, coastal zone management programs, inland
navigation and superport planning, and with numerous single and multiple
purpose plans for basins and watersheds throughout the State, it is ab-
solutely vital that something is done to establish a framework and process
for assimilating this cumulative activity. The Level B Study will provide
a vehicle through which all agencies and interests can come together and
coordinate plans aimed toward related resource development and conser-
vation objectives.
It is recommended that the Mississippi statewide Level B Study be
funded.
b. Other Planning Studies
Studies pertaining to the management, development, and use of the
water and related land resources of the Lower Mississippi Region range
from this broad scope assessment to special studies of specific problem
areas. Many studies of varying type and scope are currently underway and
should generally be completed prior to 1985. In addition 1x>these, others
are needed to provide basic planning data and sufficiently detailed infor-
mation with which to make decisions concerning the conservation and devel-
opment of the water and related land resources within. the region. These
studies are also needed to provide authorization for specific water resource
projects needed to solve the severe problems within the region. Studies
needed are grouped into two categories: (1) Level C Type General Inves-
tigations (see following tabulation), and (2) Special Studies.
c. Needs for Other Special Studies
(1) Irrigation. A specific study should be made to determine the
best application time for irrigation water in the region and to develop
more efficient irrigation systems. The study should investigate specific
land classification parameters such as sodium-absorption ratio and hy-
draulic conductivity, and should evaluate the region's water supplies
for irrigation suitability. In addition, the study should assess the
overall impact of irrigation on water quality and, as a lesser objective, Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google VOLUME 4 | as
it should develop methods of improving weather forecasting as it might
prove beneficial to irrigation.
Subregion Basin or area _,,, Type study _
801 Bayou Des Ark, Arkansas flood control
801 St. Farncis River, Arkansas hydropower
801 St. John's Bayou and New Soil Conservation Service
Madrid Floodway upstream watershed studies
801 Mayfield Creek " "
801 Bayou Du Chien " "
801 Obion and Forked Deer Rivers " "
801 Big Creek " "
801 St. Francis River " '
801 L'Anguille River " "
802 Homochitto-Buffalo Basin flood control and bank
stabilization
802 Yazoo River Soil Conservation Service
upstream watershed studies
802 Steele Bayou " "
802 Tensas River " "
802 Homochitto and Buffalo Rivers " "
802 Bayou Pierre " "
803 Mississippi River salt-water intrusion
803 Bayou Teche-Vermilion River waste-water managment
803 Grand Isle water study
803 Lake Charles and Vicinity water supply
Needs for Future Level C General Investigation Studies Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google IIXI I LOWER MISSISSIPPI REGION
(2) Water Quality. A study should be undertaken and oriented
toward pointing the way for specific State-Federal actions to quantify
inorganic pollutants, define ways in which public funds can be used most
advantageously to supply cost sharing for pollution abatement works, estab-
lish definitive continuing water-quality monitoring systems, recommend
practical measures to insure the maintenance of clean water, and recommend
legal, social, and institutional changes needed to insure attainment of
the above. Specific needs which should be addressed include:
(a) Municipal waste source inventory that includes data on popula-
tion served, design flow, plant efficiency data, and bacteriological
controls. Also included should be a listing of industries that discharge
to municipal sewers.
(b) Industrial waste source inventory that includes four-digit SIC
classification, number of employees, general manufacturing processes, com-
modities produced, quantity of discharge, and designation of discharge
point (municipal sewer, receiving stream. etc.)
(c) Cost analyses of waste treatment practices and levels of treat-
ment attainable by the various treatment practices.
(d) Research into the applicability and feasibility of water quality
control through effluent component reclamation, increased industrial ef-
ficiency, and other means of lessening industrial effluent concentrations.
(e) Research into sediment transport relative to agricultural chemi-
cals and fertilizers, how these pollutants adhere to soil particles, time
of travel, and effects on downstream water quality.
(3) Sediment and Erosion Control. More detailed studies of the
effects of changes in streamflow patterns on the sedimentation of streams
in the region should be made. The chief sources of erosion should be
identified and estimates of the quantities of sediment yields from each
source should be derived. This information will be of great value in
formulating measures to reduce or control sediment and erosion in streams
and in the planning of future channel modification, flood control, and
navigation projects.
(4) Ground Water. Ground-water investigations are needed through-
out the region to accurately define the potential yield of all aquifers.
Although present ground—water withdrawals in most areas can be increased,
the practical limits of development must be determined for better planning
and management. Reconnaissance studies are needed to better define the
areal extent, hydraulic characteristics, potential yield, quality of water,
and effects of withdrawals of all aquifers. Detailed studies are needed
in present and potential areas of large withdrawal to avoid problems
of inadvertent local overdevelopment of ground water. Other objectives
of such investigations should include:
(a) Studies for a better understanding of the ground-water/surface-
water relationship to permit evaluation of the effects of a changing Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google VOLUME 4 I 101
environment should be undertaken.
(b) The effects of changes in vegetation resulting from urbanization
and land clearing for farming on evapotranspiration, infiltration, run-
off, and ground-water discharge need to be studied. How changes in these
parameters affect the potential ground-water yield in the region should
be assessed.
(c) Work relating ix) the practicability of artificial ground-water
recharge of shallow aquifers should be continued and should be expanded
in scope to include all aquifers. Investigations should includeumthodsof
recharge by flooding as well as injection through wells and should, as a
joint effort with water quality studies, address the possibility, pract-
icability, and feasibility of underground disposal of wastes.
(d) Investigations to determine the potential yield of saline ground
water should be continued in more detail in those areas where initial
studies have been made and studies are needed for the remainder of the
region. The feasibility of mixing saline and fresh water to increase
the supply of potable water should be determined.
(e) The Quaternary alluvial and terrace deposits warrant special
attention as the primary source of ground water in the region, account-
ing for about two-thirds of the potential supply. The aquifers in the
Quaternary deposits are adaptable to an annual cycle of withdrawal and
replenishment. Investigations are needed to define the recharge rate
(including variations by area and conditions of precipitation), the effects
of withdrawals on streamflow, and the effects on the ecosystems of the
region.
(5) Land Use. With the rapid economic expansion of the Lower Mis-
sissippi Region and the resultant demands placed on the finite land resource
base, it is imperative that wise use be made of the valuable land resources
if future growth and prosperity are to be assured. Land-use decisions
have historically been the responsibility and privilege of local landowners
and this is likely to remain the case in the future on all lands not
in public ownership. To encourage the best and most efficient use of
lands, however, land-use planning should be undertaken to provide the
necessary guidance and direction for future land-use decisions in the
private sector. The land-use investigation should be a coordinated effort
among Federal, State, and local interests. At the present time, several
States are in the early stages of development of land-use plans, but
each has its own system for classifying land use. All State efforts should
be coordinated and a standard system of landuse classifications should
be adopted regionwide. The study should also accurately define ownership
of the region's lands and examine means of using lands to simultaneously
satisfy multiple needs such as food and fiber, recreation, fish and wildlife,
and esthetics. Specific land-use studies that are needed in the region
are:
(a) Water Bodies. An accurate expression of land use is needed,
especially as regards lands covered by lakes, ponds, and streams. Sat-
ellite mapping should provide the base for accurate land-use definition. Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google 102 I LOWER MISSISSIPPI REGION
Much contradiction exists amoung State, Federal, and other agency
information concerning large water areas throughout the region. Nearly
every publication gives a different surface area for these water bodies.
There is presently no inventory of ponds in the region. Ponds are
a significant resource for fish and wildlife and, to some extent, recrea-
tion as it relates to fishing. A study should be conducted not only
to inventory the region's ponds, but also to investigate ownership with
a primary objective of outlining ways in which more ponds can be made
available for use by fisherman and recreationists.
As with ponds, there exists no accurate data on the region's streams.
It is estimated that there are about 89,000 miles of streams throughout
the region, but very little is known about many of them. A stream inven-
tory should be made to determine: (1) whether a stream is natural or
has been modified by man (if the stream was modified, the inventory should
show the extent of the modification), and (2) stream data, including stream
width, depth, and length, and streambank vegetation for a strip approximately
200 feet wide adjacent to each bank. Other parameters which should be
studied are stream water quality, accessibility of the stream for use
by the public, and esthetic qualities of the stream.
(b) Main Stem, Mississippi River. A review to determine the need
for multipurpose recreation areas adjacent to the main stem of the Miss-
issisippi River should be considered. Such a review could include an
inventory of the available and suitable areas that are adaptable and
feasible for recreation purposes. Emphasis should be on areas in proximity
to major population centers.
(c) Forests. Studies are needed of means to implement an analytic
system for continuous inventory of the forest resources within the region
with emphasis on forest conditions, present production, and potential
production. This study could be an element in the overall land-use study
discussed above. Such a system should provide the following information
on the effects of clearing forest lands:
(1) How land clearing affects the ability of the region's forest
industries to sustain themselves now and in the future, and how the
regional economy will be affected should land clearing continue.
(2) How land clearing relates to flooding within the region, spec-
ifically, whether flood problems are aggravated thereby and how much.
(3) How clearing affects the environment, specifically investigating
parameters such as wind velocity, temperature, wildlife, carrying capacity,
soil and water loss, and regenerative capacity of the forest.
2. Needs for Research and Data Collection
During the conduct of recent studies in the Lower Mississippi Re-
gion, data deficiencies have been recognized in several areas. These de-
ficiencies should be corrected through more intensive and systematic data
collection and additional studies. Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google VOLUME 4 I 103
The developing awareness of environmental values and the ramifica-
tions of environmental conservation programs dictate added study and re-
search. Maximum land and water-resource utilization is becoming increasingly
important and attention should be devoted to a higher degree of resolution
of diurnal changes and to statistical analysis of these short-term effects
on plant and animal life. Further use of satellite imagery is one tool
which will permit better documentation of current land and estuarine
uses and development of optimum practices in the future.
a . Climatologic Data
A need exists for a better definition of microscale variations of
the many parameters that collectively determine the climate of the Lower
Mississippi Region. Instrumentation and data acquisition efforts should
be directed to specific study areas. The very large urban areas, in
particular, present gradual climatic changes in temperature and rainfall
and other indices imnfii as insolation, radiation, air pollution, etc.,
that are presently run: well documented to permit reliable projections.
The Arkansas-Mississippi Delta areas and, to a lesser degree, the
deltas of north Louisiana and the Missouri boot heel section are very
important land areas which are manipulated through extensive crop man-
agement procedures and irrigation practices. This is being done with
a minimum of instrumental monitoring. Such monitoring is a prerequisite
to meaningful research and should be expanded.
For river and flood forecasting, more data and research is required
relative to water level, precipitation, evapotranspiration and soil mois-
ture, and additional solar radiation measurements are desirable to increase
the output accuracy of the hydrologic conceptual model being adopted by
the National Weather Service.
One other area of concern, in terms of geological history, is that
climatic records are extremely short. Additional benchmark stations, at
sites relatively unaffected by manmade modifications of any sort, are
required to assure a continuum of basic data acquisition that will constitute
authentic, correlative climatic records. A step in this direction is
the recently authorized climated benchmark station to be established in
the near future in the vicinity of Jackson, Tennessee. Data from that
station will complement data from the other Lower Mississippi Region
benchmark station established in 1968 at the Calhoun Experiment Station
near Calhoun, Louisiana.
b. Meteorologic Data
Many of the data requirements for climatology have a parallel in
the meteorology field. This is to be expected because many meteorolog-
ical forecasting techniques and dynamic models have been largely dependent
on climatic data. Furthermore, procedures for State and zone forecasts,
and weather warnings of tornadoes, hurricanes, and floods in the study
area, utilize climatic data to a large extent. Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google 104 I LOWER MISSISSIPPI REGION
There is a need for satellite imagery with a higher degree of resolution
for severe weather and hurricane monitoring and forecasting. More so-
phisticated radars with improved rainfall intensity evaluation are a re-
quirement, and research is essential for greater accuracy in quantitative
precipitation forecasts. Automation of data acquisition networks, both
for land and offshore data buoys, is needed for timely acquisition of
data that will permit prompt severe weather, tropical storm, and hurricane
warnings to be issued. Additional tide gages, as well as wave recorders
for coastal areas and for inland bodies of water such as Lake Pontchartrain,
are needed to furnish data for research and study leading to development
of more accurate storm surge and storm tide forecasts for the coastal
areas of the Lower Mississippi Region.
Regional investigations need to be instituted to better define the
parameters--the orographic, geophysical or areal effects, and other per-
tinent factors--that make up the weather in the Lower Mississippi Basin
under similar synoptic and upper air systems. The investigations should
take into account local characteristics such as pollution sources, local
wind patterns, small-scale orographic features, and effects of local topo-
graphy.
c. Hydrologic Data
(1) Drainage Areas. One of the basic parameters in making a hy-
drologic study regarding low-flow or flood frequency analysis, rainfall-
runoff correlations, or design of structures to retard or control flows
is the size of the drainage area of the basin being studied. The drain-
age areas of most streams in the Lower Mississippi Region are measured
above gaging stations for which data can be obtained from stage or discharge
publications of the Corps of Engineers and the U.S. Geological Survey.
However, the gaging site data are not always suitable for hydrologic
studies of certain ungaged reaches of streams on which projects may be
considered.
The drainage area information presented in the 1971 publication en
titled Drainage Area of Louisiana Streams, completed by the U.S. Geological
Survey and the Louisiana Department of Public Works, has been a great
aid in water resource investigations. Additional drainage area publica-
tions are needed to cover the remaining areas of the Lower Mississippi
Region.
(2) Streamflow and Stage. Additional surface-water data are needed
to overcome deficiencies encountered during conduct of hydrologic stud-
ies.
The network of gaging stations which currently exist in the region
provides general coverage of hydrologic conditions over the entire region.
However, there is a great deficiency of streamflow data for tributary
streams with small drainage areas, especially in the upper reaches of the
Mississippi river tributaries. Runoff characteristics of both large and
small basins should be gaged to define the low, mean, and peak flows
under various climatologic and topographic conditions. Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google VOLUME 4 I 105
In order to achieve a better understanding of the principles of flow
patterns in the coastal area, more streamflow gaging stations should be
developed. Very few discharge stations are included in the coastal areas,
and determination of mean flows generated within Subregion 803 was a parti-
cular problem in the preparation of data for the national assessment
and other planning studies.
The data collected at gaging stations where discharge records are ob-
tained by use of awater-stage recorder and a stage-discharge relationship,
combined with intermittent discharge measurements, are sufficient for
use in computing peak flow, low-flow frequency, and duration data. Other
data collected at crest-stage gage and peak-flow measurement stations are
useful but are insufficient for computing low-flow frequency or duration
data. In general, there is a lack of low-flow data, especially in the
smaller drainage basins where changes in land-use patterns and climate
could appreciably affect low flows. Low-flow frequency information is of
particular importance in providing a basis for the design of water supply
reservoirs and systems for disposal, irrigation, and fish and wildlife
propagation. The U.S. Geological Survey system of placing daily discharge
data in digital storage for later use in computing specific statistical
information from these data should be expanded to include all streamflow-
and stage-gaging stations within the region.
Studies using streamflow and stage data should attempt to further
determine the effects of climatic, topographic, and manmade changes on
streamflow characteristics of major basins. The effects of land-use
changes, agricultural practices, watershed protection measures, and the
effects of urbanization on streamflow characteristics and natural basin
runoff should be evaluated.
(3) Flow Velocity. Few time-of-travel investigations have been
undertaken and completed on streams in the Lower Mississippi Region.
Those completed for streams in the Big Black River Basin are the only
ones published to date. The remainder of such data used has been derived
from preliminary sources. On some streams, flow velocities were derived
for rather high flows. The most important time-of-travel information
should be derived for the Mississippi River and its main tributary streams.
Investigations should also be undertaken on small streams which may be
affected by pollution from any source. The time-of-travel data should
be determined for various river stages and for various stations along
the stream so that a realistic evaluation of the capacity of the stream
to assimilate waste at all ranges of flow can be established. Time-of—travel
investigations during periods of flooding would be useful in determining
the effect that channel improvement projects have on stream velocities
and times of concentration, and on peak flows generated in the basins.
d. Water-use Data
Adequate information on water use is basic to the development of
plans and programs for management of the region's water and related re-
sources. The use of water has a pronounced effect on the supply-and-
demand relationship, because some uses deplete the supply while others do Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google 106 I LOWER MISSISSIPPI REGION
not. The amount of water diverted from the region's streams is of great
importance; of equal importance is the amount returned directly or indirectly
to the source of supply and the quality after use.
A particular problem encountered during the assessment related to
withdrawal and consumption of water by industry. Data compiled by one
agency disagreed widely with data used by another agency. Inventories of
the amount of water diverted from the region's streams and the amount
consumed should be made by more systematic and standardized methods, with
responsibility for collection of the water-use data delegated to a single
agency to avoid misinterpretation and duplication of effort.
e. Water Quality Data
A critical need exists to establish criteria for quantification of
accurate water-quality data covering a full range of pollutants, espec-
ially stressing non—BOD constituents such as heavy metals, temperature,
odor, color, phenolics, nutrients, toxics, insecticides,pesticides,dis-
solved solids, and exotics.
3. Need for Changes in Institutional or Legal Arrangements, Water
Policies, and Water-related Programs.
a. Federal, State, and local plans and programs should be imple-
mented as necessary to support the economic growth. projected for the
region.
Special emphasis should be given tn) the satisfaction of needs for
food and fiber, flood control, water supply, inland navigation, sediment
and erosion control, land drainage, fish and wildlife conservation and
enhancement, outdoor recreation, water quality control, and for enhance-
ment, conservation, and preservation of environmental values, archeolog-
ical and historical resources, and public health.
b. Ongoing studies and projects for management and development of
the region's water and related land resources should be expeditiously
funded to completion and accelerated wherever possible.
c. Plans should be expedited for improving navigationvmterwaysand
port facilities to meet short—term transportation needs associated with
projected economic growth.
d. Satisfaction of future needs of the mineral industry, especially
those for petroleum, natural gas, and natural gas liquids, should be
given high priority through the provision. of (1) reasonable access to
mineral sources for ‘both exploration and development purposes, (2) de-
pendable water supplies based upon competitive principles, and (3) pol-
icies and programs encouraging domestic minerals development, supported
meaningful research efforts, and with due consideration to long-range
social and environmental impacts.
e. Studies should be accelerated to locate potential energy sour-
ces, to determine new locations for electric power plants and transmis- Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google VOLUME4 I 101
sion facilities, and to devise new technologies for blending developments
for energy generation with the natural environment.
f. Mining activities should incorporate measures as are necessary
to control the discharge of pollutants into streams and, in the case
of surface mining, provide measures to restore the topography and vegetation
of excavated areas to original conditions, insofar as possible, upon ces-
sation of the mining activities.
g. Flood-plain information studies should be completed and joint
action taken by Federal, State, and local agencies to establish and implement
appropriate flood-plain management programs.
h. A water-quality improvement plan for the region should be imple-
mented with high priority. This plan should seek solutions to present
water-quality problems and include measures to alleviate the effects of
additional development to the extent practicable.
i. Federal and State programs to solve water pollution problems
should be adequately funded; techniques for achieving higher levels of
waste-water treatment should be improved; State stream quality standards
should be enforced; measures should be developed for controlling nonpoint
sources of agricultural pollution; and non-BOD pollutants should be studied
in sufficient detail to define the magnitude of the problem and devise
adequate control measures.
j. An extensive land-use and capability analysis employing satel-
lite photographs and-or other techniques should be made to accurately
define current use and enhance prospects for achieving the best future
use of the region's land resources.
k. A land management program should be pursued for purposes of coor
dinating future land uses, matching land use to land capability, and
instituting proper land treatment and protection measures. Land treatment
and management, sediment and erosion control, and land drainage programs
should accelerated to preserve and enhance the productive capacity of the
land resource base.
l. Studies of presently irrigated lands and potentially irrigable
land should be refined in sufficient detail to insure proper management
and best use of the region's land and water resources for future irrigation
developments.
m. Effective land-use policy and planning should be implemented to
encourage preservation of urban open and green space, unique natural
areas, and archeological and historical resources; scenic rivers, streams,
and lakes; and to encourage the protection of fish and wildlife, including
rare and endangered species.
n. Development of improved plant and crop species, fertilizers, and
disease control should be continued; management practices such as clipping,
maintenance of the proper cattle-per-acre ratio, and supplemental irrigation
should be continued; and the use of feed lots should be increased to Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google 108 I LOWER MISSISSIPPI REGION
help meet beef and veal production requirements.
o. Intensive forest management including timber-stand improvement
practices; protection from insects, fire, andéHsease;and improved forest
product utilization should be continued and accelerated where possible.
p. Regionwide information and education programs should be initi-
ated to make all governmental agencies, private organizations, and indi-
vidual citizens aware of the problems and needs in water and related
land resources, so that coordinated action in regard to planning, devel-
opment, and protection of all the region‘ s natural resources can be attained.
Special consideration should 'be given tx> educating landowners to the
need for allowing cropping patterns to change so as to approach maximum
production from each acre under cultivation, and for providing public
access to private lands for the purposes of fishing, sightseeing in scenic
areas, hunting, and other types of recreation to the extent that it
does not infringe cu: the rights of the individual landowner or cause
damage to his property.
q. Continued emphasis should be placed on formulation of improved
policies and procedures for evaluating the feasibility of water and related
land resource developments, for evaluating associated environmental as-
pects, and for reducing the time lag between authorization and implementation
of feasible water and related landresourcedevelopments.
r. Reservoirs for' flood. control, power, water supply, and. related
purposes should be designed and operated to provide maximum multiple use
within the reservoir basin and to provide optimum downstream benefits.
These provisions should be enhanced through periodic review and updating
of reservoir operations, and single-purpose reservoirs for recreation
should be constructed to meet needs associatedwdth the projected economic
growth.
s. Sufficient land and water areas should be developed and managed
so as to insure maximum fish and wildlife propagation, while allowing
for other compatible or complementary uses of the resource.
t. Environmental control programs should be developed at all levels
of government to support present programs which protect the public against
health hazards from air, water, and vector-borne disease.
u. A study should be made to determine the adequacy of Federal and
State laws and policies to carry out needed water resource programs and
make recommendations concerning new legislation and policies that may be
required. Special consideration should be given to legislation and poli-
cies concerning plaintiff requirements, legal responsibility,zuuibonding
requirements in environmental disputes.
4. Federal Role in Helping to Resolve High Priority Problems
The Federal Government plays a major role in resolution of severe
water resource problems throughout the Lower Mississippi Region as well Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google VOLUME 4 I 109
as the entire Nation through the funding, construction, and operation of
specific water resources projects. In recent years, the authorization
and construction of new projects has been slowed considerably. This is
due largely to ea lengthened and uwre complex planning process brought
about by the adoption of the Water Resources Council's Principles and
Standards, the requirements of the National Environmental Policy Act,
and a greater effort by Federal water resources planners to be completely
responsive to all environmental, social, and economic needs. There are
many studies, both pre authorization and post authorization, that are in
various stages that should be completed so that urgently needed projects
can be approved and constructed.a list of these studies, including their
type, location, and purpose, is shown in the following tabulation:
Planning Studies - Lower Mississippi Region
Preauthorization Studies:
Scheduled
Sub- Completion
region Location -Basin or Area Purpose Date
801 Mayfield Creek, KY flood control, rural NS
801 Columbus to Hickman, KY flood control, rural NS
801 St. Francis River
Navigation, AR navigation NS
801 St. Francis River Fish and
Wildlife, AR and MO fish and wildlife NS
801 Graham Burke Pumping
Plant, AR flood control, rural NS
801 Hickman Harbor, KY navigation NS
801 Bayou Du Chien, KY flood control, rural 1978
801 West Memphis and vicin-
ity, AR flood control, urban 1979
801 St. Francis below flood control, rural
Wappello, AR and urban 1980
801 Wolf and Loosahatchie flood control, rural
Rivers, TN and urban 1979
801 Obion & Forked Deer flood control, rural
Rivers, KY and TN and urban 1930
801 White River Navigation, AR navigation 1978 Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google 110 I LOWER MISSISSIPPI REGION
Preauthorization Studies (continued)
Scheduled
Sub- Completion
region Location — Basin or Area Purpose Date
801 Lake Neark recreation 1978
801 East Bank Levees flood control, rural 1981
801 Laconia Circle, AR flood control, rural 1977
801 Memphis Metro, TN water supply, recreation,
urban flood control 1980
802 Atchafalaya - Old River flood control, rural
Control Structure and urban 1979
802 Bayou Meto Basin, AR flood control, rural and
urban 1978
802 Mississippi River, Cairo,
IL, to Baton Rouge, LA navigation 1982
802 Ouachita River Basin,
AR and LA multipurpose 1982
802 Pine Bluff Metro, AR multipurpose - urban 1979
802 Vicksburg Harbor, MS navigation C
802 Yazoo River Basin, MS multipurpose 1980
802 Larto Lake - Saline
Lake, LA flood control, rural NS
802 Walnut—Roundaway Bayou, LA flood control, rural NS
802 Boeuf-Tensas Basin, AR multipurpose NS
and LA
803 Atchafalaya Basin, LA flood control, rural
and urban 1981
803 Bayou Rapides, Boeuf,
Cocodrie, and Courtableau
and Outlets, LA flood control, rural 1978
803 Berwick Lock, LA navigation 1980
803 Louisiana State
Penitentiary Levee, LA flood control, rural 1979 Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google VOLUME 4 I 111
Preauthorization Studies (continued)
Scheduled
Sub- Completion
region Location - Basin or area Purpose Date
803 Barataria Bay Waterway, LA navigation 1979
803 Bayou Manchac and Amite
River, LA navigation 1980
803 Gulf Intracoastal
Waterway, LA and TX navigation 1983
803 Gulf Intracoastal Waterway
LA - High Level Highway hurricane
Crossings protection 1978
803 Lake Pontchartrain -
North Shore, LA flood control C
803 Louisiana Coastal Area, LA multipurpose 1984
803 Mississippi River - Gulf
Outlet Enlargement, LA navigation 1978
803 New Orleans to Baton
Rouge Metro Area, LA multipurpose 1979
803 West Bank Mississippi River,
Vinicity of New Orleans, LA flood control NS
803 Bayou Bonfouca, LA navigation NS
803 Bayou Lafourche and La-
fourche Jump Waterway, LA navigation NS
803 Bayou Chevreuil, LA flood control NS
803 Bayou Grand Caillou, LA navigation NS
803 Bayou Sale Ridge, LA flood control and
hurricane protection NS
803 Lake Pontchartrain -
Jefferson Parish, LA flood control NS
803 Lake Pontchartrain - flood control and
West Shore, LA hurricane protection 1981
803 Lake Charles Metro Area multipurpose NS
803 Lafayette Metro Area multipurpose NS Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google 112 I LOWER MISSISSIPPI REGION
803
Mississippi and Louisiana
Estuarine Areas Study
Post authorization Studies:
Sub-
region Location - Basin or Area
801 St. John's Bayou -
New Madrid Floodway
801 Nonconnah Creek, TN and MS
801 Horn Lake Creek & Tribs,
TN and MS
801 Harris Fork Creek, TN
and KY
801 Mud Lake Pumping Plant, TN
801 St. Francis River Basin
801 Big Creek
801 Mississippi River
at Memphis, TN
801 Mississippi River
at Helena, TN
801 Eight Mile Creek, AR
802 Below Red River, LA
802 Greenville Harbor, MS
802 Mississippi River, East
Bank, Vicksburg-Yazoo, MS
802 Steele Bayou Basin, MS
802 Tensas River, LA
802 Yazoo Backwater Pumping
Plant, MS
802 Carter Area, MS
1
fish and wildlife
flood
rural
flood
flood
rural
flood
rural
flood
flood
rural
flood
Purpose
control,
and urban
control, urban
control,
and urban
control
and urban
control, rural
control,
and urban
control, rural
navigation
navigation
flood control, urban
flood control, rural
navigation
flood control,
rural and urban
flood control
rural and urban
flood control, rural
flood control, rural
flood control, rural
each of which has an individual planning completion date. Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google
NS
Scheduled
Completion
Date
1980
1980
1980
1979
1978
1
NS
NS
NS
NS
1978
1977
NS
1977
1978
1978
NS
The St. Francis River Basin project consists of a number of features, VOLUME 4 | 113
Post authorization Studies (continued)
Sub-
region Location - Basin or Area
802 Sicily Island, LA
802 Bushley Bayou, LA
802 Yazoo River Navigation,
MS
803 Eastern Rapides and
South-Central Avoyelles
Parishes
803 Grand Isle and vicin-
ity, LA
803 Petit Anse, Tigre, and
Carlin, LA
Special Authority Studies
Sub-
region Location - Basin or Area
801 West Helena, AR
801 North Helena, AR
801 Caney Creek, AR
801 Wickliffe, KY
801 Humboldt, TN
801 Caruthersville Harbor, MO
801 Wickliffe Harbor, KY
802 Crossett, AR
802 Hatcher Bayou - Durden
Creek, MS
802 Lead Bayou, MS
802 Madison Parish Port, LA
802 Porter Bayou, MS
Scheduled
Completion
Purpose Date
flood control, rural 1978
flood control, rural 1977
navigation 1978
flood control 1979
beach erosion 1978
navigation NS
Scheduled
Completion
Purpose Date
flood control, urban 1979
flood control, urban 1979
flood control, urban 1979
flood control, urban 1978
flood control, urban 1980
navigation 1978
navigation 1979
navigation 1978
flood control, urban 1978
flood control, rural 1978
navigation 1978
flood control, rural 1978 Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google 114 I LOWER MISSISSIPPI REGION
Special Authority Studies (continued)
Scheduled
Sub- Completion
region Location - Basin or Area Purpose Date
802 Woodruff Creek, AR flood control, urban 1979
802 Moon Lake - Yazoo Pass, MS flood control, rural 1979
802 Bastrop Port, LA navigation 1979
802 Bear and Tilda Bogue
Creek, MS flood control, rural 1979
802 Buffalo River, MS flood control, rural 1980
803 Bayou Barataria - Bayou
Perot navigation 1978
803 Simmesport Harbor navigation 1977
* U.S. GOVERNMENT PRINTING OFFICE : 1979-0-306-619 Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google ACKNOWLEDGMENTS
The Second National Water Assessment
program, including the technical data input
and the final report, was the responsibility
of the U.S. Water Resources Council ’s
National Programs and Assessment Task
Group. Participants in the Group included
technical representatives from the Federal
member agencies, Regional Sponsors,
Regional Study Directors, numerous State
agencies, Council staff, and others as listed
on the facing cover. Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google NATIONAL PROGRAMS AND ASSESSMENT TASK GROUP
Purdue Universit Libraries
Lewis D Walker Water Resources un I h
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ,W‘j,,;,,; :;j;;j;;j
Depaflmem of AQYIOUIWYBI Departmem of Co""Tierce—Con- Department of the lnterior—Con. Water Resources Council—Con.
Keri Klinselhefer Herirv L. Ogareff Keith Bayha Raymond E. Barsch (IPA, California)
Arthur Fll¢l David K- Bowen l-Yle 50311 Jerry Verstraete Art Garrett (Detail, USGS) Adrian Haught David Cartwright Imne Murphy Clive Walker Ipatan, 5(;51 Roger Strohbehn Department of EOPTQY3 Mortimer Dreamer Frank Davenport Marlin Hanson E""9$l 5- Sllflll Hal Langford James Evans Roy M . Grev Robe" Re5'a" Bruce Gilbert Joel Frisch Department of llie A""y: J00“ Ma"‘"" Robert May Charles Meyers William T. Whitman Louis A. Schuppin Henry Gerke Peter Ramatowski Theodore Hillyer Department of Housing and Don Wmen Arden I/V9155 George Phippen Urban Development Ralph Baumer William Clark Walter Schilling Truman Goins gram Pau| Ted Im Jack Lane Theodore H. Levin Dick Nash Della Laura Department of Commerce: Environmental Protection Agency; Water Resources CouncIl. Ward Hickman Konstantine Kollar Robert F. Powell Jack R_ Picket' Greg Galewski Robert Brewer Department of the Interior: w_ James Gerry Robert Mathisen Patrick Macauley Thomas Bond Kane Hitt Albert Spector Judith B. Smith Regional Sponsors and Regional Study Directors Region Sponsor Study Director New England ...... New England River Basins CQrnm|55IQn , , , ______, _ _ , ______Jane Carlson, Dave Holmes Mld'ail8flilc ...... U_S_ Army Corps of Engineers ______, _ , ______, _ _ H Robert M8lI SoUih AiI8l'1ilC-Gull ...... Southeast Basins Inter-Agency Committee , ______DoUQIBS Belcher Great Lakes ...... Great Lakes Basin Commission ...... Robert Reed, Allen Curtes, Dave Gregorka Ohio ...... Ohio River Basin Commission ...... Steve Thrasher, Jim Webb Tennessee ...... Tennessee Valley Authority ...... Jack Davis Upper Mississippi and Souris-Red-Rainy ...... Upper Mississippi River Basin Commission ...... Jeff Featherstone, Stan Wentz l-OWE" Mississippi ...... U.S. Army Corps of Engineers ...... Richard Stuart Missouri ...... Missouri River Basin Commission ...... Carroll M. Hamon, Amos Griesel Arkansas-White-Red ...... - . . . . - -. .Arkansas-White-Red Basins Inter-Agency Committee ...... Kenneth Schroeder, Paul Willmore Texas-Gulf ...... Texas Department of Water Resources ...... Arthur Simkins Rio Grande ...... U.S. Bureau of Reclamation ...... Kenneth Schroeder, Paul Willmore Upper Colorado ...... U.S. Bureau of Reclamation ...... lval Goslin Lower Colorado ...... U.S. Bureau of Reclamation ...... Dean Johanson Great Basin ...... States of Nevada and Utah ...... Vic Hill, Barry Saunders Pacific Northwest ...... Pacific Northwest River Basins Commission ...... Jack Johnson, William Delay California ...... California Department of Water Resources ...... Jake Holderman Alaska ...... Alaska Water Study Committee ...... Jim Cheatham, Larry Parker Hawaii ...... Hawaii Department of Land and Natural Resources ...... Walter Watson Caribbean ...... Puerto Rico Department of Natural Resources ...... Greg Morris State and Other Representatives? Alabama; Walter Stevenson Alaska Katherine Allred ArIZoOB. David A. Gerke Arkansas Jonathan Sweeney California James U. McDaniel Vernon E Valantine Colorado. Fred E Daubert Connecticut Carolyn Grimbrone Delaware James Pase District of Columbia J B. Levesque Florida Pratt Finlayson Georgia James R Wilson Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT (150ppi) / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google Hawaii Nancy Brown Manuel Monzie, Jr Idaho Warren D Reynolds Illinois: Greg Parker Indiana: Richard L Wawrzyniak Iowa William Brabham Kansas John M. Dewey Kentucky Charlie Dixon Louisiana Sharon Balfour Maine: Burton Anderson Maryland. David Schultz Massachusetts’ Julia O'Brien Michigan Delbert Johnson Minnesota Joseph C» Gibson Mississippi Jack W Pepper Missouri Robert L Dunkeson Montana John E Acord Nebraska Jerry Wallin Dale Williamson Nevada Robert Walstrom New Hampshire David Hartman New Jersey Robert E. Cyphers New Mexico Carl Slingerland New York: Randolph M Stelle North Carolina John Wiay North Dakota E. Eugene Krenz Ohio William G Mattox Oklahoma: Mike Melton Oregon. James E Sexson Chris L. Wheeler PGHHSYIVBFIIH. William N Frazier Rhode island Frank Gerema South Carolina Christopher Brooks Clair P. Guess. Jr. South Dakota: Keith Harner Tennessee; Frank M Alexander Texas Herbert W Grubb Utah Lloyd H Austin Vermont: Elll8DBih»HUl’T1SiOfl8 Virginia: Dale F. Jones Washington: Fred Hahn West Virginia M. S. Baloch Wisconsin: Rahim Oghalai Wyoming; Clem Lord Puerto Rico; Guillermo Barreto Virgin islands. Albert E. Pratt Terri Vaughan Principal Advisors and Reviewers Jack Gladwell. University of Idaho James Wade. University of Arizona H James Owen, Consultant Francis M Warnick, Consultant Ronald M North. University of Georgia Mark Hughes. Consultant Harry A Steele, Consultant Bernard J Witllg. Consultant W8"O" V'09$"18O. Jr - UOYBYY ol Co"gre5s Lance Marston. Consultant Pat Waldo. Consultant Leo R. Beard, University of Texas i line Washington staff of the Federal agencies was augmented by field office staff who participated With Washington offices or through the Regional Study Teams. Several States had representatives on more than one Regional Study Team Contributions of those not named were greatly appreciated 3 lddISSISSI|/\| l9MO'] :1; BLUIIIO/\ HIIOSEIH HELLVAA S.NOI.LVN EIHI A ,2 Q WRC -‘ 4 l S U2 Authorization L The United States Water Resources Council \D was established by the GI] Water Resources Planning Act of 1965 | (Public Law 89-80). IQ The purpose of the Council is to encourage the 8 conservation, development, and utilization C of water and related land resources on a comprehensive and coordinated basis by the Federal government, States, localities, and private enterprises with the cooperation of all affected Federal agencies, . States, local government, individual I corporations, business enterprises, and others concerned. Generated for member (North Carolina State University) on 2013-03-26 16:07 GMT / http://hdl.handle.net/2027/pur1.32754076370653 Public Domain, Google-digitized / http://www.hathitrust.org/access_use#pd-google