hydrologic monitoring in the area of the tennessee-tombigbee
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HYDROLOGIC MONITORING IN THE AREA OF THE TENNESSEE-TOMBIGBEE WATERWAY, MISSISSIPPI-ALABAMA, FISCAL YEAR 1989
By Fred Morris in
U.S. GEOLOGICAL SURVEY Open-File Report 91-520
Prepared in cooperation with the
U.S. ARMY CORPS OF ENGINEERS MOBILE DISTRICT
Jackson, Mississippi 1991
U.S. DEPARTMENT OF THE INTERIOR MANUEL LUJAN, JR., Secretary
U.S. GEOLOGICAL SURVEY Dallas L. Peck, Director
For additional information write to:
U.S. Geological Survey U.S. Geological SurveyWater Resources Division Water Resources Division100 W. Capitol Street, Suite 710 520 19th AvenueJackson, MS 39269 Tuscaloosa, AL 35401
Copies of this report can be purchased from:
U.S. Geological Survey Books and Open-File Reports Box 25425, Federal Center Denver, CO 80225
CONTENTSPage
Abstrart.........................................................^^ 1Program changes for 1989................................................................................ 2Hydrologic monitoring.................................................................................... 2
Ground water............................................................................................. 13Network................................................................................................. 13Levels..................................................................................................... 13
Surface water.............................................................................................. 13Network................................................................................................. 13Stage and discharge............................................................................. 13Quality.................................................................................................... 14
Quality assurance.............................................................................................. 16Ground-water levels................................................................................. 16Surface-water stage and discharge.......................................................... 16Water quality.............................................................................................. 16
Selected references............................................................................................ 18Appendixes......................................................................................................... 21
Explanation of codes and abbreviations contained in data tablesin the appendixes.................................................................................. 23
Appendix A Ground-water data.................................................................. 25Descriptions of wells................................................................................. 27Hydrographs............................................................................................... 33
Appendix B Surface-water data.................................................................... 103Descriptions of sites................................................................................... 105Water-quality analyses............................................................................. 109
in
ILLUSTRATIONS
Page
1. Index map of study area............................................................................. 3
Figures 2-10. Maps showing:
2. Location of hydrologic monitoring sites in the Divide Section........ 43. Location of hydrologic monitoring sites in the vicinity of Pools D
and E.......................................................................................................... 54. Location of hydrologic monitoring sites in the vicinity of Pool C... 65. Location of hydrologic monitoring sites in the vicinity of Pool B... 76. Location of hydrologic monitoring sites in the vicinity of Pool A... 87. Location of hydrologic monitoring sites in the vicinity of
Aberdeen Pool......................................................................................... 98. Location of hydrologic monitoring sites in the vicinity of
Columbus Pool........................................................................................ 109. Location of hydrologic monitoring sites in the vicinity of
Aliceville Pool......................................................................................... f 1110. Location of hydrologic monitoring sites in the vicinity of
Gainesville Pool...................................................................................... 12
IV
CONVERSION FACTORS AND VERTICAL DATUM
Multiply By To obtain
inch (in.) 25.40 millimeterfoot (ft) 0.3048 metermile (mi) 1.609 kilometersquare mile (mi^) 2.590 square kilometeracre-foot (acre-ft) 1,233 cubic metercubic foot per second (ft3/s) 0.02832 cubic meter per secondgallon per minute (gal/min) 0.06308 liter per secondmicromho per centimeter 1.000 microsiemens per centimeter
at 25 °Celsius (umho/cm at 25 °C) at 25 °Celsius
To convert degrees Celsius (°C) to Fahrenheit (°F), use the following:
Sea level: In this report "sea level" refers to the National Geodetic Vertical Datum of 1929 (NGVD of 1929)-a geodetic datum derived from a general adjustment of the first-order level nets of both the United States and Canada, formerly called "Sea Level Datum of 1929."
HYDROLOGIC MONITORING IN THE AREA OF THE
TENNESSEE-TOMBIGBEE WATERWAY, MISSISSIPPI-
ALABAMA, FISCAL YEAR 1989
by Fred Morris HI
ABSTRACT
This report, the sixteenth in a series of annual reports, presents
hydrologic data collected in the area of the Tennessee-Tombigbee Waterway
during the fiscal year ending September 30, 1989. Included in this report are
data on ground-water levels and surface-water stage, discharge, and quality.
These data were obtained at the request of the U.S. Army Corps of Engineers,
Mobile District, as part of a comprehensive program to monitor the
hydrologic effects of construction and operation of the Waterway.
PROGRAM CHANGES FOR 1989
For Fiscal Year 1989 (FY89), the disposal area network was discontinued and the number of sites in the surface-water network at which water-quality data were collected was decreased from 26 to 15. Beginning in FY89, water- quality samples were analyzed by the U.S. Geological Survey (USGS).
HYDROLOGIC MONITORING
Surface-water sites and observation wells in the original hydrologic monitoring network, used to define hydrologic conditions in the area of fixe Tennessee-Tombigbee Waterway prior to construction, are described by Brahana and others (1974) in the U.S. Army Corps of Engineers report, "First Supplemental Environmental Report, Continuing Environmental Studies, Tennessee-Tombigbee Waterway, Alabama and Mississippi." The present hydrologic monitoring network includes:
Major aquifers that may have been stressed by the Waterway construction and operation;
Surface-water sites near locks and dams where the effects ofconstruction may have been greatest, or at sites of inflow or outflow;
Areas of known or suspected hydrologic problems;
Selected sites on and near Pickwick Lake and Demopolis Lake.
The purpose of the present hydrologic monitoring network is to document changes in the hydrologic environment that may occur during operation of the Waterway. The locations of all the hydrologic monitoring sites in the vicinity of the Waterway at which data have been collected since the beginning of the project are shown in figures 1 through 10, except for a few sites which are not shown because of the limited coverage of the maps (furnished by the U.S. Army Corps of Engineers, Mobile District).
TENNESSEE
PICKWICK LOCK & DAM
BAY SPRINGS LOCK & DAM
MISSISSIPPI
ABERDEEN/LOCK & DAM i
COLUMfUsTbcK & DAM
& DAM
GAINESVILLE LOCK & DAM
DEMOPOLIS LOCK & DAM
TENNESSEE-TOMBIGBEE WATERWAY
HYDROLOGIC ^MONITORING PROGRAM
INDEX MAP
PREPARED FOR
MOBILE DISTRICT, CORPS OF ENGINEERS MOBILE, ALABAMA
BY
U.S. GEOLOGICAL SURVEY JACKSON, MISSISSIPPI
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Ground Water
Network
The present ground-water network consists of 267 wells in the regional aquifers and the shallower alluvial and terrace aquifers. The relation between shallow water-bearing units and regional aquifers is described by Brahana and others (1974). The descriptions of wells in the network are tabulated in Appendix A.
Levels
Under natural conditions, water levels in wells fluctuate seasonally and reflect recharge to and discharge from aquifers. Water-level fluctuations ranging from less than 1 foot to more than 10 feet per year have been observed in the aquifers in the study area. Water-level fluctuations generally were larger in the alluvial and terrace aquifers than in the regional aquifers.
During FY89, water levels in 134 observation wells in the network were scheduled to be measured quarterly, 27 wells during the first and second quarters, and 106 during the first quarter only, by the USGS. However, 16 wells (11C, 14A, 14C, 23D, 231, 23L, 23O, 42A, 43A, 43D, 45A, GW94, GW97, MW2-3, W8-1, and 6DP164) were dry or could not be measured because of obstructions in the wells. Hydrographs showing water-level variations in the wells for the period of USGS record are presented in Appendix A.
Surface Water
Network
The surface-water network, which is designed to monitor water quality, currently consists of 15 sites in the area of the Tennessee-Tombigbee Waterway. Descriptions of these sites are tabulated in Appendix B.
Stage and Discharge
Surface-water stage and discharge data were collected at numerous sites (including most sites at which water-quality data were collected) in the area of the Tennessee-Tombigbee Waterway. The collection of stage and discharge data at these sites was funded by cooperative programs with various State and Federal agencies. Data collected at these sites are available either in the Jackson, Miss., or Tuscaloosa, Ala., office of the USGS.
13
Quality
Water-quality data were collected by the USGS at 15 surface-water sites in the network during the 1989 reporting period (Appendix B). Five sites were added at the beginning of the 1989 reporting period; 16 sites were discontinued.
New sites:
02433000 Bull Mountain Creek near Smithville, Miss.02441400 Tombigbee River near Columbus, Miss.02446500 Sipsey River near Elrod, Ala.02448500 Noxubee River near Geiger, Ala.02467001 Tombigbee River below Demopolis Lock and Dam, Ala.
Discontinued sites:
343140088192235 TTW Bay Springs Lake Navigation Mile 412302430005 Tenn-Tom Waterway below Bay Springs Lock and Dam, Miss.342201088242935 TTW Lock "D" Pool Sedimentation Range 1AD340103088285435 TTW Lock "A" Pool Sedimentation Range 1AA02430100 Mackeys Creek near Moores Mill, Miss.02437000 Tombigbee River near Amory, Miss.335008088311335 TTW Aberdeen Lake Sedimentation Range 1A02437101 Tombigbee River below Aberdeen Lock and Dam, Miss.334219088281935 TTW Columbus Lake McKinley Creek Bend SR 50A333119088291435 TTW Columbus Lake Sedimentation Range 1A02441391 Tombigbee River below Columbus Lock and Dam, Miss.02444158 Tombigbee River above Bevill Lock and Dam, Ala.02444161 Tombigbee River below Bevill Lock and Dam, Ala.02447020 Tombigbee River above Gainesville Lock and Dam, Ala.02449000 Tombigbee River at Gainesville, Ala.02466998 Tombigbee River above Demopolis Lock and Dam, Ala.
Data for site 02433000, Bull Mountain Creek near Smithville, Miss., and site 02441000, Tibbee Creek near Tibbee, Miss, may not represent water-quality conditions upstream of the sampling sites. Normal pool elevation of 245.00 feet above sea level for Pool B creates a stage of about 10.2 feet at the Bull Mountain Creek site; a normal pool elevation of 163.00 feet above sea level for Columbus Lake creates a stage of about 8.8 feet at the Tibbee Creek site, resulting in variable backwater conditions. Measurements of stream discharge were not obtained during backwater conditions.
14
Data for suspended-sediment concentration, particle-size distribution of suspended sediment, and particle-size distribution of stream bed material were collected at site 02436500, Town Creek near Nettleton, Miss, and site 02448000, Noxubee River at Macon, Miss. Data for suspended-sediment concentration and particle-size distribution of stream bed material were collected at the following sites:
33292908827330002441498332751088261000332112088223533210008822480244700802447010325645088100700323704087542400323653087540800323642087541800
TTW Aliceville Lake above Columbus BendTombigbee River Columbus Bend SR11B at Columbus, Miss.TTW Aliceville Lake Columbus CutTTW Aliceville Lake above Hairston BendTTW Aliceville Lake Hairston Bend SR 11HBTombigbee River above Cooks Bend SR 5A near Warsaw, Ala.Tombigbee River Cooks Bend near Warsaw, Ala.TTW Gainesville Lake Cooks Bend Cut SR 4ADTTW Demopolis Lake above Rattlesnake Bend SR 12CATTW Demopolis Lake Rattlesnake Bend SR RB1TTW Demopolis Lake Rattlesnake Cut SR 12CB.
Data for suspended-sediment concentration was collected at the following sites:
02430500 Tombigbee River near Marietta, Miss.02430680 Twentymile Creek near Guntown, Miss.02430690 Twentymile Creek near Mantachie, Miss.02431000 Tombigbee River near Fulton, Miss.02431410 Mantachie Creek below Dorsey, Miss.02433500 Tombigbee River at Bigbee, Miss.02437000 Tombigbee River near Amory, Miss.02437500 Tombigbee River at Aberdeen, Miss.02439400 Buttahatchee River near Aberdeen, Miss.02441400 Tombigbee River near Columbus, Miss.02443500 Luxapallila Creek near Columbus, Miss.3320300882122 TTW Aliceville Lake Hairston Cut02444157 Tombigbee River at St Hwy 86 near Pickensville, Ala.02444500 Tombigbee River near Cochrane, Ala.
Specific conductance and water temperature were measured daily, and miscellaneous samples were collected periodically at two sites on the lower Tombigbee River: site 02449000, Tombigbee River at Gainesville, Ala. (monthly), and site 02469762, Tombigbee River below Coffeeville Lock and Dam, Ala. (quarterly). The results of these USGS measurements and analyses are presented in Appendix B. Collection of these data was funded by cooperative agreements with various State and Federal agencies.
15
QUALITY ASSURANCE
Ground-Water Levels
The collection, analysis, and computation of ground-water level records are conducted in accordance with techniques and procedures established by the USGS and are within the guidelines recommended in the "National Handbook of Recommended Methods for Water-Data Acquisition" (Office of Water Data Coordination, 1977).
Surface-Water Stage and Discharge
The collection, analysis, and computation of surface-water stage and discharge records are conducted in accordance with procedures described in a series entitled "Techniques of Water-Resources Investigations of the U.S. Geological Survey" (TWRI). Field activities are presented in three chapters entitled "General Procedure for Gaging Streams" (Carter and Davidian, 1968); "Stage Measurements at Gaging Stations" (Buchanan and Somers, 1968); and "Discharge Measurements at Gaging Stations" (Buchanan and Somers, 1969); and more recently in Water-Supply Paper 2175, "Measurement and Computation of Streamflow: Volume 1, Measurement of Stage and Discharge" (Rantz and others, 1982). Daily discharge is computed in conformance with procedures described in Water Supply Paper 2175, "Measurement and Computation of Streamflow: Volume 2, Computation of Discharge" (Rantz and others, 1982). All these procedures are within the guidelines recommended in the "National Handbook of Recommended Methods for Water-Data Acquisition" (Office of Water Data Coordination, 1977).
Water Quality
Procedures used by the USGS in the collection and analysis of samples of water and bottom materials are in conformance with the methods of laboratory analysis and sample preservation and handling described in TWRI Chapter Al, Book 5, "Methods for Determination of Inorganic Substances in Water and Fluvial Sediments" (Fishman and Friedman, 1989).
Water samples collected as a part of this investigations were analyzed in one of the National Water-Quality Laboratories of the Water Resources Division, USGS. The National Water Quality Laboratories have an effective quality control program that includes the use of duplicate samples and standard reference water samples. TWRI "Quality Assurance Practices for the Chemical and Biological Analysis of Water and Fluvial Sediments"
16
(Friedman and Erdmann, 1982) describes quality control techniques, quality assurance practices, and statistical techniques used by the National Water- Quality Laboratories.
The methods used in the collection and analyses of bacteriological samples are given in TWRI "Methods for collection and Analysis of Aquatic Biological and Microbiological Samples" (Britton and Greeson, 1989). All bacteriological analyses were performed in the field within a few hours after the samples were collected.
The methods used in the collection and analyses of suspended-sediment samples are given in TWRI "Field Methods for Measurement of Fluvial Sediment" (Guy and Norman, 1970) and "Laboratory Theory and Methods for Sediment Analysis" (Guy, 1969).
Procedures used for water-quality field data collection are in accordance with techniques established by the USGS and are within the guidelines recommended in the "National Handbook of Recommended Methods for Water-Data Acquisition" (Office of Water Data Coordination, 1977).
17
SELECTED REFERENCES
Brahana/ J.V., German, E.R., Davis, M.E., and Wasson, B.E., 1974, Predicted effects of the Tennessee-Tombigbee Waterway on the hydrologic environment, Mississippi-Alabama in First supplemental environmental report, continuing environmental studies, Tennessee-Tombigbee Waterway, Alabama and Mississippi: U.S. Army Corps of Engineers, Mobile District, v. 2,3, and 4.
Britton, L.J., and Greeson, P.E., editors, 1989, Methods for collection and analysis of aquatic biological and microbiological samples, Chapter A4 of Book 5, Laboratory analyses: U.S. Geological Survey Techniques of Water-Resources Investigations, 363 p.
Buchanan, T.J., and Somers, W.P., 1968, Stage measurements at gaging stations, Chapter A7 of Book 3, Applications of hydraulics: U.S. Geological Survey Techniques of Water-Resources Investigations, 28 p.
1969, Discharge measurements at gaging stations, Chapter A8 of Book 3, Applications of hydraulics: U.S. Geological Survey Techniques of Water- Resources Investigations, 65 p.
Carter, R.W., Davidian, Jacob, 1968, General procedure for gaging streams, Chapter A6 of Book 3, Applications of hydraulics: U.S. Geological Survey Techniques of Water-Resources Investigations, 13 p.
Fishman, M.J., and Friedman, L.C., 1989, Methods for determination of inorganic substances in water and fluvial sediments, Chapter Al of Book 5, Laboratory analysis: U.S. Geological Survey Techniques of Water-Resources Investigations, 545 p.
Friedman, L.C., and Erdmann, D.E., 1982, Quality assurance practices for the chemical and biological analyses of water and fluvial sediments, Chapter A6 of Book 5, Laboratory analysis: U.S. Geological Survey Techniques of Water-Resources Investigations, 181 p.
Guy, H.P., 1969, Laboratory theory and methods for sediment analysis, Chapter Cl of Book 5, Laboratory analysis: U.S. Geological Survey Techniques of Water- Resources Investigations, 58 p.
Guy, H.P., and Norman, V.W., 1970, Field methods for measurement of fluvial sediment, Chapter C2 of Book 3, Application of hydraulics: U.S. Geological Survey Techniques of Water-Resources Investigations, 59 p.
Leake, S.A., 1977, Simulation of flow to a partially penetrating trench: U.S. Geological Survey Journal of Research, v. 5, no. 5,15 p.
18
Morris, Fred, III, 1983, Hydrologic monitoring in the area of the Tennessee- Tombigbee Waterway, Mississippi-Alabama, Fiscal Year 1982: U.S. Geological Survey Open-File Report 83-764,189 p.
1984, Hydrologic monitoring in the area of the Tennessee-Tombigbee Waterway, Mississippi-Alabama, Fiscal Year 1983: U.S. Geological Survey Open-File Report 84-717,174 p.
1985, Hydrologic monitoring in the area of the Tennessee-Tombigbee Waterway, Mississippi-Alabama, Fiscal Year 1984: U.S. Geological Survey Open-File Report 85-692,152 p.
1986, Hydrologic monitoring in the area of the Tennessee-Tombigbee Waterway, Mississippi-Alabama, Fiscal Year 1985: U.S. Geological Survey Open-File Report 86-493,311 p.
1988, Hydrologic monitoring in the area of the Tennessee-Tombigbee Waterway, Mississippi-Alabama, Fiscal Year 1986: U.S. Geological Survey Open-File Report 88-321,500 p.
1991, Hydrologic monitoring in the area of the Tennessee-Tombigbee Waterway, Mississippi-Alabama, Fiscal Year 1987: U.S. Geological Survey Open-File Report 91-447,245 p.
1991, Hydrologic monitoring in the area of the Tennessee-Tombigbee Waterway, Mississippi-Alabama, Fiscal Year 1988: U.S. Geological Survey Open-File Report 91-511,231 p.
Office of Water Data Coordination, U.S. Geological Survey, 1977: National handbook of recommended methods for water-data acquisition.
Rantz, S.E., and others, 1982, Measurement and computation of streamflow: U.S. Geological Survey Water-Supply Paper 2175, v. 1 and 2, 631 p.
Seaber, P.R., Kapinos, P.P., and Knapp, G.L., 1987, Hydrologic unit maps: U.S. Geological Survey Water-Supply Paper 2294, 63 p.
Shell, J.D., 1976, Hydrologic monitoring in the area of the Tennessee-Tombigbee Waterway, Mississippi-Alabama, July 1974 through June 1975: U.S. Geological Survey open-file report, 252 p.
1977, Hydrologic monitoring in the area of the Tennessee-Tombigbee Waterway, Mississippi-Alabama, July 1975 through September 1976: U.S. Geological Survey open-file report, 227 p.
19
Shell, J.D., 1978, Hydrologic monitoring in the area of the Tennessee-Tombigbee Waterway, Mississippi-Alabama, Fiscal Year 1977: U.S. Geological Survey open- file report, 155 p.
1979, Hydrologic monitoring in the area of the Tennessee-Tombigbee Waterway, Mississippi-Alabama, Fiscal Year 1978: U.S. Geological Survey open-file report, 198 p.
1980, Hydrologic monitoring in the area of the Tennessee-Tombigbee Waterway, Mississippi-Alabama, Fiscal Year 1979: U.S. Geological Survey open-file report, 153 p.
Tomaszewski, D.J., 1981, Hydrologic monitoring in the area of the Tennessee- Tombigbee Waterway, Mississippi-Alabama, Fiscal Year 1980: U.S. Geological Survey Open-File Report 81-546,142 p.
1982, Hydrologic monitoring in the area of the Tennessee-Tombigbee Waterway, Mississippi-Alabama, Fiscal Year 1981: U.S. Geological Survey Open-File Report 82-503,140 p.
20
APPENDIXES
21
2.3
EXPLANATION OF CODES AND ABBREVIATIONS CONTAINED IN DATA TABLES IN THE APPENDIXES
PRINCIPAL AQUIFER
Geologicunit code Aquifer name and age
110ALVM Quaternary alluvium, Quaternary110TRCS Undifferentiated terrace deposits. Quaternary211TBGB Tombigbee Sand Member of Eutaw Formation, Upper Cretaceous211EUTW Eutaw Formation, Upper Cretaceous211EUTWR Eutaw Formation (Restricted), Upper Cretaceous211EUTWL Lower Eutaw Formation, Upper Cretaceous211MCSN McShan Formation, Upper Cretaceous211GORD Gordo Formation, Upper Cretaceous330MSSP Mississippian system, Mississippian
HYDROLOGIC UNIT
An eight-digit hydrologic unit code refers to a specific drainage basin as delineated by the Office of Water Data Coordination on the State Hydrologic Unit Maps (Seaber and others, 1987).
Remark Code
WATER-QUALITY REMARKS
Remark
Estimated valueActual value is known to be greater than the value shown Actual value is known to be less than the value shown Results based on colony count outside the acceptance range (non-ideal colony count)
23 2.S"
APPENDIX A
GROUND-WATER DATA
25
APPENDIX A
GROUND-WATER DATA
DESCRIPTIONS OF WELLS
27
DESCRIPTIONS OF GROUND-WATER WELLS
LOCAL NUMBER OWNER
PRINCIPAL AQUIFER
LAND NET
LOCATIONDATE
COMPLETED
ALTITUDE OF LAND SURFACE (FEET)
DEPTH OF WELL (FEET)
CASING DIAM ETER
(INCHES)
DISCHARGE (GALLONS PER
MINUTE)
ALCORN COUNTY
L034L036L038L040L042
L043L047L048L049L050
L051L052
A023A024A025BOOSBOOS
B009D039D040DO 41D042
DO 43D044D045D046E005
E009E010E011GO 65GO 66
GO 67GO 68GO 70G072G074
G075G076GO 77G078G079
G080GOBIG082GO 83G084
K039K041K042L014L016
L017L021L022L023L024
L025L026N028N029O010
00110012001300140015
USCE NW1-1USCE NW1-3USCE NW2-2USCE NW2-3USCE NW3-2
USCE NW3-3USCE W4-2USCE W4-3USCE W7-1USCE W7-2A
USCE W8-1USCE H8-2
USCE GW118USCE GW119USCE GW120USCE GW117USCE P601B
USCE P602BUSCE CF87USCE GW110USCE GW112AUSCE GW115
USCE GW116USCE GW116AUSCE P500BUSCE P501BUSCE 65A
USCE GW113USCE GW114USCE P503BUSCE 67AUSCE 67B
USCE GW106BUSCE GW106AUSCE GW104CUSCE C38USCE GW104A
USCE GW104BUSCE GW105USCE GW107USCE GW108USCE GW108B
USCE GW109USCE GW109BUSCE GW111USCE GW112USCE GW104
USCE 71AUSCE GW100USCE BF179-75USCE 74AUSCE 75A
USCE 72AUSCE BF170-75USCE BF173-75USCE GW99USCE GW100A
USCE GW101USCE GW102USCE 81 AUSCE GW95AUSCE GW94
USCE GW95USCE GW96USCE GW96AUSCE GW97USCE GW98
211GORD211EUTW211GORD211EUTW211GORD
211EUTW211EUTW211EUTW211GORD211EUTW
211GORD211GORD
211MCSN110ALVM110ALVM110ALVM211GORD
211GORD211EUTW110ALVM110ALVM110ALVM
211EUTW110ALVM211GORD211GORD211GORD
110ALVM110ALVM211GORD211GORD211EUTW
211GORD110ALVM110ALVM110ALVM211GORD
211GORD110ALVM110ALVM211EUTW211GORD
110ALVM211GORD110ALVM110ALVM110ALVM
211GORD110ALVM211GORD211GORD211GORD
110ALVM211EUTW211GORD110ALVM110ALVM
110ALVM110ALVM211GORD110ALVM110ALVM
110ALVM110ALVM110ALVM110ALVM110ALVM
NENES32T03SR09ENESES32T03SR09ENWNES06T04SR09ENWNES06T04SR09ENENWS01T04SR08E
NENWS01T04SR08ESESES06T03SR09ESESES06T03SR09ESWSWS17T03SR09ESWSWS17T03SR09E
SESES05T04SR09ESESES05T04SR09E
ITAWAMBA
SENES36T07SR08ENESES35T07SR08ESESES34T07SR08ESWSWS29T07SR09ESWSHS21T07SR09E
NWNES28T07SR09ENWSES25T08SR08ENENES12T09SR08ENENWS25T08SR08ESESES10T08SR08E
SESWS06T08SR09ESWSES01T08SR08ESWSES25T08SR08ESESES24T08SR08ENESES18T08SR09E
SWNES17T08SR09ENESES18T08SR09ENWNES30T08SR09ESWSES27T09SR08ESWSES27T09SR08E
SHSES25T09SR08ESHSES25T09SR08ENWSWS26T09SR08ESWNWS25T09SR08ENESWS36T09SR08E
NESWS36T09SR08ENESES34T09SR08ESWSES27T09SR08ENESWS13T09SR08ENESWS13T09SR08E
NWSWS15T09SR08ENWSWS15T09SR08ESESWS02T09SR08ENWSWS03T09SR08ESWNWS36T09SR08E
NENWS24T10SR08ENENES24T10SR08ENENES12T10SR08ESWSWS17T10SR09ESWSES17T10SR09E
NWSES18T10SR09ENESES19T10SR09ENESES18T10SR09ESHSES17T10SR09ENWNWS18T10SR09E
SESWS06T10SR09ESESES01T10SR08ENESWS26T11SR08ESENES23T11SR08ESESES20T11SR09E
SWSWS17T11SR09ENWSES18T11SR09ESWNWS20T11SR09ESESWS14T10SR09ESWSWS31T10SR09E
04/28/197805/12/197804/06/197804/13/197804/28/1980
06/09/198004/02/198104/01/198103/26/1982 / /1981
03/21/198203/28/1983
COUNTY
07/08/197507/10/197507/14/197507/16/197505/16/1978
06/23/197810/01/197507/02/197506/19/197507/15/1975
07/08/197506/17/198008/28/197805/01/197805/18/1972
07/07/197507/03/197505/15/197808/12/197508/13/1975
04/19/197804/19/197801/01/198004/12/197304/20/1978
04/20/197807/11/197507/02/197507/02/197504/27/1978
07/03/197505/05/197807/23/197509/01/197507/01/1975
06/20/197206/24/197501/14/197606/22/197206/22/1972
06/11/197208/20/197507/15/197506/26/197507/08/1980
06/26/197506/22/197507/13/197206/16/197506/18/1975
06/19/197506/20/197506/22/197506/25/197506/23/1975
500500600580590
590600600600600
537537
325.70295297.20359.20440
450271.10282.70275299.20
333.50285290308.50325
329.50311.70420270270
284290260263.20290
290254.60273.30284.50284.50
278.20278.20270.90292.90240
273269.20250270300
249247.50252.20282.80255
304.80277.10246242.40278
325.40262.90238.60393.90267.20
280207400327398
320259315430380
340263
23382121
187
20066232829
3025
124152130
2612
22117971
17510243388
138293114
150
24198352426
1702146
150144
2167513032
2121
1803523
2923246023
1.501.501.501.501.50
1.50331.501.50
1.503
1.501.501.501.501.50
1.501.501.501.501.50
1.501.501.501.504
1.501.501.5044
6221.501.50
1.501.501.501.501.50
1.501.501.501.502
41.50244
41.501.501.501.50
1.501.5041.501.50
1.501.501.501.501.50
_
_
_
_ 7.0
_
_
_
_
7.0
200195
7.0
_ 8.0
_
29
DESCRIPTIONS OF GROUND-WATER WELLS Continued
LOCALNUMBER
BO 68C051C052CO 53C054
C057C058CO 61CO 62CO 68
C069C070C080C081C085
C086C087C088C089CO 90
CO 92CO 93CO 94CO 95CO 96
CO 97CO 98C099C100C101
C102C105C106C107C108
C109C110cmC112C113
D032D033D034D035D036
G052GO 53GO 54GO 55G056
GO 57G058G059GO 60H018
L062L063L064L065L067
L068L069L075L077L078
L084LOBSL086L087L088
OWNER
USCE APF58USCE 84AUSCE 84BUSCE 84CUSCE 85A
USCE 89AUSCE 89BUSCE 91AUSCE 92AUSCE 92 B
USCE 91BUSCE 96BUSCE TTM6AUSCE TTM6BUSCE A1A
USCE AlUSCE A2USCE A2AUSCE A3USCE A3A
USCE GW80USCE GW81USCE GW83USCE GW85USCE GW86
USCE GW86AUSCE GW87USCE GW88USCE GW89USCE GW90
USCE GW91USCE GW92BUSCE GW92CUSCE LA2LUSCE LA2U
USCE LA4LUSCE LA4UUSCE LA5LUSCE LA5UUSCE AF63
USCE GW92USCE GW93AUSCE GW93BUSCE GW93CUSCE GW94A
USCE APF55USCE APF57USCE GW73USCE GW74USCE GW76
USCE GW76AUSCE GW77USCE GW78USCE GW75USCE TTM5B
USCE 105AUSCE 101AUSCE 10 2AUSCE 104AUSCE 104B
USCE 102BUSCE 101BUSCE AB11USCE AB10USCE AB12
USCE AB1USCE AB2USCE AB2AUSCE AB5USCE AB6
PRINCIPALAQUIFER
211EUTW211GORD211GORD110ALVM110ALVM
211GORD211MCSN211MCSN211GORD110ALVM
110ALVM110TRCS211TBGB110ALVM110ALVM
HOALVM110ALVMHOALVMHOALVMHOALVM
HOALVMHOALVMHOALVMHOALVM110ALVM
110ALVM110ALVM110ALVM110ALVM110ALVM
HOALVM211EUTW211EUTW211GORD211EUTW
211GORD211EUTW211GORD211EUTW211EUTW
110ALVM211GORD211EUTW110ALVM110ALVM
211EUTW211EUTW110ALVM110ALVM110ALVM
110ALVM110ALVM110ALVM110ALVM110ALVM
211EUTW211EUTW211EUTW211EUTW110ALVM
110ALVM110TRCS211MCSN211EUTW211EUTW
211EUTW211EUTW211EUTW211EUTW211EUTW
LANDNET
LOCATION
MONROE
NENWS34T12SR19WNWNWS36T11SR08ENWNWS36T11SR08ENWNWS36T11SR08ESWNWS36T11SR08E
SWNES01T12SR08ESWNES01T12SR08ESWSWS17T12SR08ENWSWS20T12SR08ENWSWS20T12SR08E
SWSWS17T12SR08ESWSES20T12SR18WNENES33T13SR19WNENES33T13SR19WSWSWS20T12SR08E
SWSWS20T12SR08ENWNWS29T12SR08ENWNWS29T12SR08ENWNWS29T12SR08ENWNWS29T12SR08E
SWNES35T12SR19WNESES36T12SR19WSESES30T12SR08ESWSES20T12SR18WNWNES19T12SR18W
NESWS21T12SR08ESENWS16T12SR18WSWSWS15T12SR08ESESWS09T12SR08ENENWS13T12SR08E
SENESHT12SR08ENWSWS01T12SR08ENWSWS01T12SR08ESWNWS24T12SR19WSWNWS24T12SR19W
NESES36T12SR19WNESES36T12SR19WSWSES30T12SR08ESWSES30T12SR08ESWSES03T12SR08E
NESWS06T12SR09ESWNWS06T12SR09ESWNWS06T12SR09ESWNWS06T12SR09ENWNWS06T12SR09E
NESWS03T13SR19WSESWS34T12SR19WSESWS27T13SR07ESWNWS36T13SR19WNWNES10T13SR19W
NWSES15T13SR07ENENES11T13SR19WNENWS03T13SR07ENWSES23T13SR19WSESWS22T13SR19W
SWSWS19T14SR19WSWSWS15T14SR07ENWNWS23T14SR07ESESES10T14SR19WSESES10T14SR19E
NWNWS23T14SR07ESWSWS15T14SR07ESWSWS26T14SR07ESWSWS26T14SR07ESWSWS26T14SR07E
NWSWS26T14SR07ENWSWS26T14SR07ENWSWS26T14SR07ENESES10T14SR19WNWSWS26T14SR07E
DATECOMPLETED
COUNTY
01/15/197606/29/197207/10/197207/10/197207/11/1972
06/30/197207/06/197207/ /197207/ /197208/30/1972
08/ /1 97208/ /1 97205/14/197505/16/197506/17/1982
06/17/198206/18/198206/18/198206/21/198207/01/1982
05/28/197505/29/197506/02/197506/10/197506/09/1975
06/23/198006/18/197506/05/197506/04/197506/13/1975
06/12/197504/14/197504/14/197505/01/197505/02/1975
05/03/197505/04/197505/05/197505/06/197501/20/1976
06/11/197505/15/197505/15/197505/15/197506/26/1975
08/05/197507/22/197505/23/197505/26/197506/02/1975
06/18/197505/31/197505/20/197505/21/197505/08/1975
08/11/197208/09/197208/04/197208/14/197208/15/1972
08/07/197208/09/197212/11/197612/15/197612/17/1976
10/28/197610/28/197611/06/197610/14/197611/07/1976
ALTITUDEOF LANDSURFACE(FEET)
210234234234235
245245218216216
218257210210215
215215215215215
236.40235.70213.20257.60247.10
210258244.20225.20270
261.30257.30257.40220220
235235210210230
266.70259.20259.40259.40255
205.70207.30198214.30203.40
202.40234.20205.30200200
210202191194194
191202200200200
195195195192190
DEPTHOF WELL(FEET)
601701102721
1664588
20019
201665385
24295
255
3325332624
3130243026
2312210014767
1901222055754
201781022027
6950323245
2546363026
6490505524
3020
22414590
8014611915070
CASINGDIAMETER
(INCHES)
24444
44444
424461.50
1.501.501.501.501.00
1.501.501.501.501.50
1.501.501.501.501.50
1.501.501.501.501.50
1.501.501.501.502
1.501.501.501.501.50
1.501.501.501.501.50
1.501.501.5026
44444
44444
1.501.501.501.501.50
DISCHARGE(GALLONSPER
MINUTE)
_30101018
202.0 7.0
4.0
__
__
__
_
_
__
_ .
_
__
30
DESCRIPTIONS OF GROUND-WATER WELLS Continued
LOCALNUMBER OWNER
PRINCIPALAQUIFER
LANDNET
LOCATIONDATE
COMPLETED
ALTITUDEOF LANDSURFACE(FEET)
DEPTHOF WELL(FEET)
CASINGDIAMETER
(INCHES)
DISCHARGE(GALLONSPER
MINUTE)
MONROE COUNTY Continued
L089L090L091L092L093
L095L096
D028D030D032D033D036
D037D039DO 40H026H028
H029H031H033M016M017
M018M019MO 20MO 21MO 22
MO 23M025M026MO 27MO 28
M030M031M032
A017A019A020D037D040
D041D042D044D047D048
D050D051D055D056D059
DO 60DO 64DO 65DO 67D068
D069E014E015E016E027
E028E033E034E040E041
USCE AB7USCE GW70USCE GW70AUSCE GW71USCE GW72
USCE PIUSCE P2
USCE MW1-2USCE MW1-4USCE MW2-2USCE MW2-3USCE Wl-1
USCE Wl-2USCE W3-1USCE W3-2USCE SW2-3USCE SW3-2
USCE SW3-3USCE SW2-4USCE W6-2USCE 53AUSCE 43C
USCE 43BUSCE 52AUSCE 51AUSCE 41AUSCE 41B
USCE 43AUSCE 43DUSCE 42AUSCE 42BUSCE GW123A
USCE GW122USCE GW123USCE GW124
USCE 10DP177USCE 2MW16USCE 2MW17USCE 14AUSCE 12A
USCE 12BUSCE 12CUSCE 14CUSCE 1DP141USCE 1DP142
USCE 11CUSCE 11DUSCE 3DP151USCE 3DP152USCE 7DP167
USCE 7DP168USCE W2-3USCE W2-4USCE 2MW6USCE 2MW7
USCE 2MW8USCE ISAUSCE 15BUSCE 15CUSCE NE2-3
USCE NE2-4USCE NE3-4USCE NE3-5USCE E2-1USCE E2-2
211EUTW110ALVM110ALVM110ALVM110ALVM
211EUTW211EUTW
211EUTW211GORD211GORD211EUTW211GORD
211EUTW211GORD211EUTW211GORD211GORD
211EUTW211MCSN211GORD211GORD211EUTWR
211MCSN211GORD211GORD211GORD211EUTW
211GORD211EUTWR211EUTW211EUTW110TRCS
110ALVM110ALVM110ALVM
211GORD211EUTW211GORD211GORD211GORD
211EOTWR211EUTWR211EUTW211EUTWR211EUTWR
211GORD211EUTW211GORD211EUTW211GORD
211EUTW211GORD211EUTW211GORD211EUTW
211GORD211GORD211GORD211EUTWR211GORD
211GORD211GORD211EUTW211GORD211EUTW
NWSWS26T14SR07ESWSWS14T14SR07ENWNWS23T14SR19WNENWS12T14SR19WSESES01T14SR19W
NENWS35T14SR19WNENWS35T14SR19W
PRENTISS
NWNES33T04SR09ENENES33T04SR09ENESES31T04SR09ENESES31T04SR09ESWNWS08T04SR09E
SWNWS08T04SR09ESESHS15T04SR09ESESWS15T04SR09ESWSES10T05SR09ESWNWS16T05SR09E
SWNWS16T05SR09ESWSES10T05SR09ESESES10T05SR09ENWSES10T07SR09ENWNWS27T06SR09E
NWNWS27T06SR09ENESES09T07SR09ESENWS09T07SR09ESENWS28T06SR09ESENWS28T06SR09E
NWNWS27T06SR09ENWNWS27T06SR09ENENES28T06SR09ENENES28T06SR09ENWNWS16T07SR09E
SWSES07T07SR09ESESWS15T07SR09ESENWS09T07SR09E
TISHMINGO
NENWS36T02SR09ENWSES35T02SR09ENWSES35T02SR09ESENWS36T03SR09ESENES34T03SR09E
SENES34T03SR09ESENES34T03SR09ESENWS36T03SR09ESENWS35T03SR09ESENWS35T03SR09E
SWSES33T03SR09ESWSES33T03SR09ENESES14T03SR09ENESES14T03SR09ENESES01T03SR09E
NESES01T03SR09ESWSWS11T03SR09ESWSWS11T03SR09ESWSWS01T03SR09ESWSES02T03SR09E
SWSES02T03SR09ENWSWS31T03SR10ENWSWS31T03SR10ENWSWS31T03SR10ESWSWS33T03SR10E
SWSWS33T03SR10ESESWS26T03SR10ESESWS26T03SR10ESESES20T03SR10ESWSES20T03SR10E
11/07/197605/28/197506/17/198005/15/197505/19/1975
10/05/198210/01/1982
COUNTY
08/18/197709/04/197803/18/198003/25/198007/07/1980
07/07/198012/04/198012/10/198012/13/197702/04/1980
07/02/198001/01/197703/04/198205/ /197205/ /1972
05/ /197205/ /197205/ /197205/ /197205/ /1972
05/ /197205/--/197505/ /197505/ /197501/01/1980
02/21/197507/15/197507/18/1975
COUNTY
05/14/1973 / /1981 / /198103/06/197203/09/1972
03/17/197203/21/197202/29/197205/ /197205/ /1972
10/21/197510/21/197608/30/197209/11/197203/12/1973
03/13/197311/03/198011/06/1980 / /1981 / /1981
/ /198102/15/197202/24/197202/ /197203/07/1970
03/24/197811/21/197911/27/197903/08/198303/08/1983
187.40193.30193225.40220.80
190190
510510440440580
580500500480450
450480480332445
460324356480480
460460420420316
330354350
433.40500500545485
485485545464.50462
505505453.30451.40447
446.60480479455475
475540540540580
580585585550.40550.20
13326273230
3842
158285220181371
280215180217192
1321331623590
1204064
226176
170118694923
232239
48108119184190
15088
10613457
40421016310088
4317210490
110
131340204130157
34013563
156107
1.501.501.501.501.50
1.501.50
1.501.501.501.501.50
1.501.501.501.501.50
1.501.501.5044
44444
44442
222
41.501.5028
86431.50
66333
41.501.501.501.50
1.502441.50
1.501.501.501.501.50
_
_
3.0
_206.0
16
_
_
_
6058 2.0
_
__
_203.03.0
_
31
DESCRIPTIONS OF GROUND-WATER WELLS Continued
LOCAL NUMBER
E042 E043 E044 E045 6004
G005 G013 G014 G015 6016
G017 G018 6019 6020 G023
6027 G031 6032 6033 6034
6038 6040 G041 G042 6079
G080 G083 G085 G086 GO 87
GO 92 6093 6095 G100 G102
G104 G106 G112 6113 G116
G118 G121 6122 J008 J013
JO 14 J016 JO 17 J018 J019
JO 20 J021 JO 66 J075 J076
JO 77 J080 J081 L029 L030
L031 L032 L033 L034 L051
OWNER
USCE 2MW9 USCE 2MW10 USCE 2MW13 USCE 2MW14 USCE 21A
USCE 21B USCE 35A USCE 35B USCE 25A USCE 25B
USCE 26A USCE 26B USCE 26C USCE 23C USCE 23G
USCE 231 USCE 23J USCE 23L USCE 230 USCE 23E
USCE 22A USCE 22B USCE 23N USCE 230 USCE 6DP163
USCE 6DP164 USCE NE1-1 USCE NE1-3 USCE ME1-1 USCE ME1-2
USCE ME2-1 USCE ME2-2 USCE ME3-2 USCE SE1-2 USCE SE1-4
USCE SE2-2 USCE SE2-4 USCE 2DP147 USCE 2DP148 USCE 4DP156
USCE 4DP158 USCE 9DP173 USCE 9DP174 USCE 33A USCE 34A
USCE 34B USCE 33B USCE 33C USCE 31A USCE 31B
USCE 32A USCE 32B USCE SW1-2 USCE SW1-1 USCE 5DP159
USCE 5DP160 USCE El-2 USCE El -3 USCE 54A USCE 55A
USCE 45A USCE 45B USCE 54B USCE 54C USCE 6W125
PRINCIPALAQUIFER
211EUTW211EUTW211EUTW21160RD21160RD
211EUTWL211GORD211EUTWR211GORD211EUTWR
211GORD211EUTWR211EUTWR211GORD211GORD
330MSSP21160RO211EUTWR211EUTWR211EUTWR
211GORD211EUTWR211MCSN211EUTW211GORD
211EUTW211GORD211EUTW211GORD211EUTWL
211GORD211EUTW21160RD21160RD211EUTW
211GORD211EUTW211GORD211EUTW211GORD
211EUTW211GORD211EUTW211EUTWL211GORD
211EOTWR211EUTWR211GORD211GORD211EUTWR
211GORD211EUTWR211EUTW211GORD21160RD
211EUTW211GORD211EUTW211GORD21160RD
21160RD211MCSN110ALVM110ALVM110ALVM
LANDNET
LOCATION
TISHOMINGO
SENWS06T03SR10ESENWS06T03SR10ENWSWS36T02SR09ENWSWS36T02SR09ESWSWS26T04SR09E
SWSWS26T04SR09ENESWS33T04SR10ENESWS33T04SR10ENWSWS20T04SR10ENWSWS20T04SR10E
NESES20T04SR10ENESES20T04SR10ENESES20T04SR10ENWNWS30T04SR10ENWNWS30T04SR10E
NWNWS30T04SR10ENWNWS30T04SR10ENWNWS30T04SR10ENWNWS30T04SR10ENWNWS30T04SR10E
SWNWS25T04SR09ENWSWS25T04SR09ENWNWS30T04SR10ENWNWS30T04SR10ESESES24T04SR09E
SESES24T04SR09ENENWS05T04SR10ENENWS05T04SR10ENENES21T04SR10ENENES21T04SR10E
NWSWS14T04SR10ENWSWS14T04SR10ESWNES13T04SR10ESWNWS35T04SR10ESWNWS35T04SR10E
NWSWS25T04SR10ENWSWS25T04SR10ESESWS11T04SR09ESESWS11T04SR09ESESWS31T04SR10E
SESWS31T04SR10ENESES14T04SR09ENESES14T04SR09ESENES06T05SR09ENENWS05T05SR10E
NENWS05T05SR10ESENES06T05SR09ESENES06T05SR09ESWSES01T05SR09ESWSES01T05SR09E
NWNWS06T05SR10ENWNWS06T05SR10ENWNWS12TOSSR09ESWNWS12T05SR09ENESWS08T05SR10E
NESWS08T05SR10ESWSES09T05SR10ESWSES09T05SR10ESWSWS11T07SR09ESESES11T07SR09E
NWSWS25T06SR09ESWNWS25T06SR09ESWSWS11T07SR09ESWSWS11T07SR09ESENES02T07SR09E
DATECOMPLETED
COUNTY Continued
/ /1981--/ /1 973 / /1981--/ /! 98105/24/1971
05/ /197107/ /197107/22/197107/28/197108/03/1971
07/28/197107/ /197107/ /197108/25/197109/15/1971
10/07/197112/02/197112/08/197108/31/197109/30/1971
01/31/197202/04/197201/24/197202/01/197202/20/1973
02/23/197310/17/197706/22/197802/08/197902/13/1979
02/16/197902/16/197908/28/197906/08/197904/30/1979
05/17/197905/24/197907/20/197207/25/197201/01/1973
10/26/197204/19/197304/23/197307/ /197107/ /1971
07/ /197107/ /197109/01/197103/15/197203/27/1972
04/27/197204/ /197209/01/197708/25/197711/06/1972
11/08/197202/16/198103/16/198104/28/197205/11/1972
03/29/197203/29/197206/06/197205/01/197207/22/1975
ALTITUDEOF LANDSURFACE(FEET)
450450472472585
585600600610610
565565565588601.3
587587563590585
625625600561573
572.60500495560560
560560517560560
580580504.50504.70490.10
487.70552.20552.40515560
560515515473473
530530560560437.20
436520520332380
485485332333367.10
DEPTHOF WELL(FEET)
36428899
278
235300203235200
25012772
330260
49238012614592
36024020060
222
12519065
204129
1626793
21873
183103165130153
56220163172266
13490
21217874
240112150264148
601311022750
9276121317
CASINGDIAMETER
(INCHES)
1.5031.501.504
44444
24222
24842
44464
4331.501.50
1.501.501.501.501.50
1.501.50333.50
44444
44244
441.501.504
31.501.5044
44422
DISCHARGE(GALLONSPER
MINUTE)
_ 3.0
116.05.0
30
_ 5.0__
__606020
_
209.0
_
_
__
_ 8.0
8.0 1.0
108.0
_
18
0.50
32
APPENDIX A
GROUND-WATER DATA
HYDROGRAPHS
33
WA
TE
R L
EV
EL,
IN
FE
ET
BE
LOW
LA
ND
SU
RF
AC
E
CO en
IE O
3D
O
O
3D CO
O Tl m z
z
m CO
CO m
m CD O
CD m
m O CD
CO m 3D I O z m
8CD
CO
to
o
o
m z
O m
TJ
"~ X 10 m
CO O
m z o
m fO -1 o
CO
O m z o
m
TJ m
I I
I I
<n
O
m z o
m Ls 3)
O
I I
I I
CO
WATER LEVEL,
IN FEET BELOW LAND SURFACE
CO o>
IE O
3J
O
O O)
O
Tl m z
m O)
O) m
m O 03 m
m O CO
O) m m
88
so
enro
ro
ro
ro
oo
o>
^
ro
O
m -s TJ 5
CO ro
m
O m ro 5 ro
m
I I
I I
O m G» hs m c
O m o m 3
ro 33 O
WA
TE
R L
EV
EL,
IN
FE
ET
BE
LOW
LA
ND
SU
RF
AC
E
CO
I
o 3D
O
O
3D
>
"0 I O) o ~n m m 0) co
m
m 03 O
O3 m
m O
en
co
m 3D m
S
__ c
o o
m o
m 3 l\> o o
I I
I I
. co
o
m
L o
-
m
TJ O O
CO o
m o
m
TJ 5 m
CO o
m o
m Q
O
WA
TE
R L
EV
EL,
IN
FE
ET
BE
LOW
LA
ND
SU
RF
AC
E
CO
00
I
o 33
O
Q
33
>
"D CO O
Tl m
m CO
CO m
m CD Q
co
m
m O DO
CO m 33 I o m
<n
o
01
o
61o
en
o
en
i t
o o
m- D
o
m
"" i
CO
O m i - § o
m
I I
I I
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m <o a
m
i i
i i
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m G> _*
_* CO o
m
CO
WA
TE
R L
EV
EL,
IN
FE
ET
BE
LOW
LA
ND
SU
RF
AC
E
O)
CO
I O
3D
O o "U
CO O
n m z
m CO
CO m
m CD O
CD m
m O CD
CO m 3D §
O m
CD
O)
10
O
m- O
o
m
-8
_ w
o
m-
o
1053
hi m o
m o
O 3) o
8
§>
>i
o»
<n
2
o
m
- O
B
-s TJ M O_ O
03
O
WATER LEVEL,
IN FEE
T BELOW LAND SURFACE
I o 3D
O
O
3D I
0) o Tl m z
m 0)
0) m
m CD 0
CD m
m O CD
0) m 3D I o m
^
CO
IN)
-*18
^
8
in
oO
> 09
I
m
g O m
-K
_ S
o
m O o> o
m
. 8 m
m̂
K| cn
^S
i i
i i
§ m
O o
m
WA
TE
R L
EV
EL,
IN
FE
ET
BE
LOW
LA
ND
SU
RF
AC
E
in
o 33
O
O
33 CO o Tl m z
m CO
CO m
m CD O
CD m
m O CD
CO m 33 I o m
M
l\i
'
-^
*
-*
K5
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09
O)
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8
_ t
o o
m I
o- o
m
TJ
CO
§
m o
m 3 § 2| o 3)
o
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I I
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O o
m -
o 8 C
D
_ O m TJ § o
I I
I I
o
m
TJ
o
n o
m
TJ
I i
I I
CO
LLJ O < LL. DC ID COOz
OLLJ CO
LLJ LJJ LL.
LJJ >LJJ
LX LJJ
I
2
4
6
8
10
12
96
97
98
99
100
101
-10
0
10
20
30
40
5
. 10
15
20
25
30
I I I I I I I I I I I I I I I I I I I T
USCE GW114 DEPTH 12 FT. 110ALVM I I I I I I I I I I I I I I
I I I T F I I I I I I I I I I I I I I I
USCEP503B DEPTH 221 FT. 211GORD I I I I I I I I I I I I I I I I I j I I
I I I T I I \ 1 I I F I I I I T IT II
USCE67A DEPTH 179 FT. 211GORD i i i i i i i i i i i i i
i i i i i i i i i i i i \ \ i i i i i i
USCE 67B DEPTH 71 FT. 211EUTW I I I I I I I I I I I I I I I 1 I I I
1970 1975 1980 1985 1990
HYDROGRAPHS OF TENNESSEE-TOMBIGBEE OBSERVATION WELLS
42
WA
TE
R L
EV
EL,
IN
FE
ET
BE
LOW
LA
ND
SU
RF
AC
E
CO
I O
3D
O o o O) O -n m z
m O)
O) m
m o DO m
m O DO
O) m O z m
_*
o
-»-*
o
-*
C
O o_
m TJ
8
I I
I I
O m
- o o o m
_ TJ
0) o
m 1
_ o
I I
I I
WA
TE
R L
EV
EL,
IN
FE
ET
BE
LOW
LA
ND
SU
RF
AC
EI O
33
O
O
33
> o CO o -n m m CO
CO m
m O
CD
m
m O
CD CO m 33 I o m
85i
o
mi-1 "-a
CO
eo
o
m 0 o
m
i i
i I
CO o
m o
hi O m
LO
i i
i i
m
I I
I I
WATER LEV
EL,
IN FEET BELOW LAND SURFACE
CJI
I
o 33
O
Q
DO
>
no CO O
-n m m CO
CO m
m CD Q
m
m
m O
CD CO m m i CO
IV}
00
CA
4k.
M
O
M
_
CO
O m- o
-8 09
O m
-831
_ O
CO
O m
o o
m
TJO m S
- § 3J
_ O
_
CO
O m- O
- o
m m
WA
TE
R L
EV
EL,
IN
FE
ET
BE
LOW
LA
ND
SU
RF
AC
E
O)
I O
ID
O
Q
ID o -n
m m
o> 0> m
m OT Q
m
m
m m
DO m
IN)
-
O*.
IN
) O
OB
0>
*.
I Ol
-§m
m
- 2
- o
m [I
Hi o O m
m
O o
m
CO
LJJ O
ccID COQ
gLJJ CO
LLJ LJJ Li.
LJJ
LJJ_JCC LJJ
I
0
5
10
15
20
25
-20
-15
-10
-5
0
5
5
10
15
20
25
30
15
20
25
30
35
40
I I I I I I I I I I I I I I I I I I I I
USCEQW100 DEPTH 21 FT. 110ALVM I I I I I I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I I I I I T
USCE BF179-75 DEPTH 46 FT. 211QORD I I I I I I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I I I I I I
USCE 74A DEPTH 150 FT. 211QORD i i i i i i i i i i i i i i i
I I I I I I I I I I I I I I I I I \ \ \
USCE 75A DEPTH 144 FT. 211 QORD I I I I I I I I I I I I I I I I I I I I
1970 1975 1980 1985 1990
HYDROGRAPHS OF TENNESSEE-TOMBIGBEE OBSERVATION WELLS
47
LJJO
LJLcrIDCOoz
§o_JLJUCDh-LJU LJULJLZ
_fLJU
LJU_JcrLJUi-
i
-5
0
5
10
15
I I I I I I I I I I I I I I I I I I I I
I ̂ ~~V\\ /"~AA'^ ""' V V V _» .MM
USCE72A DEPTH 21 FT. 110ALVMI I I 1 I 1 I I 1 I I I I I I 1 1 I I I
-6
-5
-4
-3
-2
1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
Hi M ""
I fl 1\A/ 11 l^yV 1 _^ _
USCE BF170-75 DEPTH 67 FT. 21 1EUTW1 I I 1 I I I I I I 1 I 1 1 I I I I 1 I-1
-6
-4
-2
0
2
4 - -
1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1
K -
K\A A/ """
1 V V1
USCE BF1 73-75 DEPTH 51 FT. 21 1GORD
i i i i i i i i i i i i i i i i i i i i
o
2
4
8
in
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
\ A A ~"W\ly v \jv
USCE GW99 DEPTH 30 FT. 11 OALVM1 1 1 1 1 I 1 1 1 I 1 1 1 I 1 1 1 I 1 1
1970 1975 1980 1985 1990
HYDROGRAPHS OF TENNESSEE-TOMBIGBEE OBSERVATION WELLS
48
LJJO
LLCC
COQz
5oLJJCDHLJJ LJJLL
" "
LJJ
LJJ_JCCLJJh-
n
6
8
10
12
I I I I I I I 1 I I I I I I I I I I I I
W :_ __
USCEQW100A DEPTH 32 FT. 110ALVM1 1 I I I 1 I I I I I I I 1 I 1 I I I I
o
2
4
6
8
10
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
-
; W:USCEQW101 DEPTH 21 FT. 110ALVM
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I
2
4
6
8
10
12
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 jkl 1 1
\ A 1 1 A f\ /\l\ 11 A 1 \/
11 \l 1 ""\i V 11 u !-
USCEQW102 DEPTH 21 FT. 110ALVMi i i i i i i i i i i i i i i i i i i i
-10
0
10
20
30
An
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
~ ^^^\ r^^^ ̂ ^r -
\~^-J_
USCE 81 A DEPTH 180 FT. 211QORDI 1 I I I I I I I 1 I 1 I 1 I 1 I I I I
1970 1975 1980 1985 1990
HYDROGRAPHS OF TENNESSEE-TOMBIGBEE OBSERVATION WELLS
49
WA
TE
R L
EV
EL,
IN
FE
ET
BE
LOW
LA
ND
SU
RF
AC
E
01 o
I O
JJ
O
0 JJ ay O
n m z
m
ay
ay
m
m 3?
0
CO m
m O DO ay
m O
m
Ol
O<o
OB
o>o>
10
c
o O
m- O m
I I
I I
m
O o
m
o
m O O m
I I
I I
-§
m
- O o
m 8 31
I I
I I
WATER LEV
EL,
IN FEE
T BELOW LAN
D SURFACE
O
33
O
O
3D IE O
-n m z
z
m CD
m
m gj
O CO m
m O CO
CD m 3D m
<o>
_
CO
O
m-2 -S
NJ O__
3J
O
m
I I
I I
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CO o
m
a
m
hi
o > 2
_ C
O O m O m
TJ ro o >
LLJ O <LLCCZ> COO
gLJJ CD
tDLJJ LL
LJJ
LLJ
OC LLJ
-20
-10
0
10
20
30
-5
0
5
10
15
20
-5
0
5
10
15
20
I I I I I I I I I I I I I I I I I I I
USCE84B DEPTH 110 FT. 211GORD I I I I I I I I I I I I I I I I I I I I
I I I T I I I I I I I I I I I I I I I
USCE 84C DEPTH 27 FT. 11OALVM I I I I I I I I I I I I I I t I I I I I
I I I I I I I I I I I I I I I I I I I I
USCE 85A DEPTH 21 FT. 110ALVM i i i i i i i i i
-20
0
20
40
60
80
r i i i i i i i r i i i i i i i i i i i
USCE89A DEPTH 166 FT. 211GORD I I I I I I I I I I I I I I I I I I I I
1970 1975 1980 1985 1990
HYDROGRAPHS OF TENNESSEE-TOMBIGBEE OBSERVATION WELLS
52
LJJ O < LJL OC ID COQ
O
LJJ CD
LJJ LJJ LJL
LJJ
LJJ
CC LJJ
I
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0
5
10
15
20
-5
0
5
10
15
20
-10
-5
0
5
10
15
-5
0
5
10
15
20
I I I I I I I I I I I I I I I I I I I I
USCE 89B DEPTH 45 FT. 211MCSN I I I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I I I I I T
USCE 91A DEPTH 88 FT. 211MCSN I I I I I I I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I I I I I I
USCE92A DEPTH 200 FT. 211GORD i i i i i i i i i i i i i i
I I I I I I I I I I 1 I I I I I I I I I
USCE92B DEPTH 19 FT. 110ALVM I I I I I I I I I I I I I I I I I I I I
1970 1975 1980 1985 1990
HYDROGRAPHS OF TENNESSEE-TOMBIGBEE OBSERVATION WELLS
53
LJJ O
CC=> COO
gLLJ CD
LLJ LLJ LJL
LLJ
LLJ
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I
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0
5
10
15
20
-5
0
5
10
15
20
0
5
10
15
20
25
0
5
10
15
20
25
I I I I I I I I I I I I I I I I I I I I
USCE 91B DEPTH 20 FT. 110ALVM I I I I I I I I I I I I I I I I I I I I
1 1 I I I I I I I I I I I I I I I I I I
USCE96B DEPTH 16 FT. 110TRCS I I I I I I I I I I I I I I I I I I I I
I i i i I i i r \ i r i \ ii i i i i i
USCETTM6A DEPTH 65 FT. 211TBGB i i i i i i i i i i i i
i r \ T i r i r i i i r i i i i i i i
USCE TTM6B DEPTH 38 FT. 110ALVM I I I I I I I I I I I I I I I I I I I I
1970 1975 1980 1985 1990
HYDROGRAPHS OF TENNESSEE-TOMBIGBEE OBSERVATION WELLS
54
WA
TE
R L
EV
EL,
IN
FE
ET
BE
LOW
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ND
SU
RF
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m
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m o
m
CO
WA
TE
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EV
EL,
IN
FE
ET
BE
LOW
LA
ND
SU
RF
AC
E
01
O
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m CO
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IN
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ET
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IN FEE
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01
CD
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o
5
10
15
20
25
0
5
10
15
20
25
10
15
20
25
30
35
1 I I I I I I I I I I I I I I I I I I
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USCE 34B DEPTH 134 FT. 211EUTWR i i i i i i i i i
45
50
55
60
65
70
I I I I I I I I I I I I I I IT I I 1 I
USCE 33B DEPTH 90 FT. 211 EUTWR I I I I I I I I I I I i I I I I 1 I I 1
1970 1975 1980 1985 1990
HYDROGRAPHS OF TENNESSEE-TOMBIGBEE OBSERVATION WELLS
96
LLJ O < LLcc^CO Q
O
LLI CD
LLI LLI
LLI
LLJ
CC LLJ
40
50
60
70
80
90
10
20
30
40
50
60
0
5
10
15
20
25
IIITA!IIIIIIIIIIIIII
USCE 33C DEPTH 212 FT. 211GORDI I I I I I I I I I I I I I I I I I I I
i T I i i i i i I i i i I i i i r I r
USCE31A DEPTH 178 FT. 211GORD I I I I I I I I I I I I I I I I I i I i
i i i i i i i i i i i i i i i i i i i r
USCE 31B DEPTH 74 FT. 211EUTWRi i i i i i i i i i i i
40
60
80
100
120
140
i i i i i i i i i i i i i i r i r i i i
USCE 32A DEPTH 240 FT. 211 GORD I I I I I I I I I j I I I I I I I I I
1970 1975 1980 1985 1990
HYDROGRAPHS OF TENNESSEE-TOMBIGBEE OBSERVATION WELLS
97
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17
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_USCE5DP160 DEPTH 60 FT. 211EUTW
1 I 1 I 1 I 1 1 1 I 1 1 1 1 i
40
45
50
55
60
65
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
\
-
USCEE1-2 DEPTH 131 FT. 211GORD1 i 1 1 I I 1 1 1 1 1 I I I I
60
62
64
66
68
70
i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
-
\
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-USCEE1-3 DEPTH 102 FT. 211EUTW
i i i i i i i i i i i i i i i i
-5
0
5
10
15
on
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
M A A rJ\ /\ f\ f^^'V
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_USCE 54A DEPTH 27 FT. 21 1GORD
I I I I I I I I I I I I I I I
I I I I
. A ~fsi\ y \ -M
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1 I I I
II 1 1
^^^
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i i i i1970 1975 1980 1985 1990
HYDROGRAPHS OF TENNESSEE-TOMBIGBEE OBSERVATION WELLS
99
ULJ O
ifDCID COQ2
gULJ CD
LU UU
LU
LU _JCC LU
20
21
22
23
24
25
74
76
78
80
82
84
50
52
54
56
58
60
I I I I I I I I I I I I I I I I I I I I
USCE 55A DEPTH 50 FT. 211GORD I I I I I I I I I I I I I I I I I I I I
I I I I ] I I I I I I I I 1 T I I I I I
USCE 45A DEPTH 92 FT. 211 GORD I I I I I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I I I I I T
USCE 45B DEPTH 76 FT. 211MCSNi i i i i i i i i i i i
-5
0
5
10
15
20
i i i i i i i i i i i i i i i r r r r
USCE 54B DEPTH 12 FT. 11OALVM I I I I I I I I I I I I I I I I I I I I
1970 1975 1980 1985 1990
HYDROGRAPHS OF TENNESSEE-TOMBIGBEE OBSERVATION WELLS
100
LJU O < Ll- CC ID COQ
gLJU CO
LJU LJU LL.
LJJ
LJU
OC LJUi
-5
0
5
10
15
20
-5
0
5
10
15
20
I I I I I I I I I I I I I I I I I I I I
USCE 54C DEPTH 13 FT. 11OALVM I I I I I I I I I I I I 1 I I I I I I
I 1I I I I I I I I I I I I I I I I I I
USCE GW125 DEPTH 17 FT. 11 OALVM
1970 1975 1980 1985 1990
HYDROGRAPHS OF TENNESSEE-TOMBIGBEE OBSERVATION WELLS
101
APPENDIX B
SURFACE-WATER DATA
103
APPENDIX B
SURFACE-WATER DATA
DESCRIPTIONS OF SITES
105
POuu <w ̂
DESCRIPTIONS OF SURFACE-WATER SITES
STATION NUMBER
03592824024330000243650033392708830493502439600
0244100002441400024414980244350002443610
0244421002446500024470100244850002467001
0243050002430680024306900243100002431410
02433500024370000243750002439400332929088273300
33275108826100033211208822353321000882248332030088212202444157
02444500024470083256450881007000244800002449000
32370408754240032365308754080032364208754180002469762
STATION NAME
SURFACE-WATER NETWORK
TENNESSEE-TOMBIGBEE WATERWAY AT CROSS ROADS, MSBULL MOUNTAIN CREEK NEAR SMITHVILLE, MSTOWN CREEK NEAR NETTLETON, MSTTW COLUMBUS LAKE BUTTAHATCHEE RIVER BEND SR 26ABUTTAHATCHEE RIVER NEAR KOLOLA SPRINGS, MS
TIBBEE CREEK NEAR TIBBEE, MSTOMBIGBEE RIVER NEAR COLUMBUS, MSTOMBIGBEE RIVER COLUMBUS BEND SR 11 B AT COLUMBUS, MSLUXAPALLILA CREEK NEAR COLUMBUS, MSTOMBIGBEE RIVER PRATT CAMP SR 5HB BELOW COLUMBUS, MS
TOMBIGBEE RIVER BIG CREEK BEND NEAR PICKENSVILLE, ALSIPSEY RIVER NEAR ELROD, ALTOMBIGBEE RIVER COOKS BEND NEAR WARSAW, ALNOXUBEE RIVER NEAR GEIGER, ALTOMBIGBEE RIVER BELOW DEMOPOLIS LOCK AND DAM, AL
LATITUDE
3434343333
3333333333
3333323232
5405033940
3229263020
1115575531
5118322724
1740065030
1125380615
LONGITUDE
088088088088088
088088088088088
088087088088087
1423373025
3827292323
1646111752
4826404945
0040384240
0335144548
SEQ, NO.
0000003500
0000350000
HYDRO- LOGIC UNIT CODE
0603000503160101031601020316010103160103
0316010403160101031601010316010503160106
0316010603160107031601060316010803160201
DRAIN AGE AREA (SQ. MI.)
336620
855
9264450
715
528
110015400
SITES NOT IN THE SURFACE-WATER NETWORK
TOMBIGBEE RIVER NEAR MARIETTA, MSTWENTYMILE CREEK NEAR GUNTOWN, MSTWENTYMILE CREEK NEAR MANTACHIE, MSTOMBIGBEE RIVER NEAR FULTON, MSMANTACHIE CREEK BELOW DORSEY, MS
TOMBIGBEE RIVER AT BIGBEE, MSTOMBIGBEE RIVER NEAR AMORY, MSTOMBIGBEE RIVER AT ABERDEEN, MSBUTTAHATCHEE RIVER NEAR ABERDEEN, MSTTW ALIVEVILLE LAKE ABOVE COLUMBUS BEND
TTW ALICEVILLE LAKE COLUMBUS CUTTTW ALICEVILLE LAKE ABOVE HAIRSTON BENDTTW ALICEVILLE LAKE HAIRSTON BEND SR 11 HBTTW ALICEVILLE LAKE HAIRSTON CUTTOMBIGBEE RIVER AT ST HWY 86 NEAR PICKENSVILLE, AL
TOMBIGBEE RIVER NEAR COCHRANE, ALTOMBIGBEE RIVER ABOVE COOKS BEND SR 5A NR WARSAW, ALTTW GAINESVILLE LAKE COOKS BEND CUT SR 4ADNOXUBEE RIVER AT MACON, MSTOMBIGBEE RIVER AT GAINESVILLE, AL
TTW DEMOPOLIS LAKE ABOVE RATTLESNAKE BEND SR 12CATTW DEMOPOLIS LAKE RATTLESNAKE BEND SR RB1TTW DEMOPOLIS LAKE RATTLESNAKE CUT SR 12CBTOMBIGBEE RIVER BELOW COFFEEVILLE LOCK AND DAM, AL
3434343434
3433333333
3333333333
3332323332
32323231
2527231513
0059494729
2721212013
0457560649
37363645
3511105341
4007142429
5112003035
5622450830
04534230
088088088088088
088088088088088
088088088088088
088088088088088
087087087088
2534272627
3033311827
2622222117
1409103309
54545407
1638404208
5003075533
1035482229
1645074024
24081835
0000000000
00000000
00
0000
0316010103160101031601010316010103160101
0316010103160101031601010316010303160101
0316010103160106031601060316010603160106
0316010603160106031601060316010803160106
03160106031601060316010603160203
30813115061266.9
123019302170798
5940
7688630
18400
107
APPENDIX B
SURFACE-WATER DATA
WATER-QUALITY ANALYSES
1 0 9
m
SURFACE-WATER SITES
03592824 TENNESSEE-TOMBIGBEE WATERWAY AT CROSS ROADS, MS
DEC12
FEB28
JUN06
AUG08
DEC12
FEB28
JUN06
AUG08
SPE CIFIC
SAM- CON- PH PLING DUCT- (STAND-
DATE TIME DEPTH ANCE ARD (FEET) (US/CM) UNITS)
DEC 198812... 1531 1.00 99 7.3012... 1532 5.00 99 7.4012... 1533 10.0 99 7.4012... 1534 15.0 99 7.4012... 1535 19.0 99 7.50
FEB 198928... 1501 . 1.00 66 6.5028... 1502 5.00 66 6.8028... 1503 10.0 66 7.1028... 1504 14.0 66 7.10
JUN06... 1501 1.00 122 6.9006... 1502 5.00 122 7.1006... 1503 10.0 119 7.1006... 1504 15.0 110 7.1006... 1505 20.0 102 7.0006... 1506 21.0 102 7.00
AUG08... 1631 1.00 112 7.5008... 1632 5.00 112 7.8008... 1633 10.0 111 7.7008... 1634 15.0 111 7.5008... 1635 16.0 111 7.50
TRANS-COLOR PAR-(PLAT- TUR- ENCY
GAGE INUM- BID- (SECCHIDATE TIME HEIGHT COBALT ITY DISK)
(FEET) UNITS) (NTU) (IN)
19881530 9.35 40 19 18.0
19891500 11.73 20 22 20.4
1500 13.71 <5 6.0 36.0
1630 12.54 10 6.8 37.2
SOLIDS,ALKA- CHLO- FLUO- RESIDUELINITY SULFATE RIDE, RIDE, AT 180
LAB DIS- DIS- DIS- DEG. C(MG/L SOLVED SOLVED SOLVED DIS-
DATE AS (MG/L (MG/L (MG/L SOLVEDCAC03) AS S04) AS CD AS F) (MG/L)
28 12 5.1 0.20 71
17 12 2.9 0.20 53
42 9.8 3.9 0.20 87
39 9.5 3.7 0.10 70
MANGA-PHOS- IRON, NESE,
PHOS- PHOROUS TOTAL TOTALPHOROUS DIS- RECOV- RECOV-
OXYGEN, DIS SOLVED
TEMPER- OXYGEN, (PER- ATURE DIS- CENT WATER SOLVED SATUR- (DEG C) (MG/L) ATION)
8.0 12.0 1028.0 12.9 1098.0 12.5 1067.5 12.4 1047.5 12.5 105
8.5 11.1 968.5 11.9 1038.0 12.8 1098.0 12.9 110
25.5 8.0 10025.5 8.0 10025.0 7.8 9624.5 7.3 8924.0 7.3 8824.0 7.3 88
27.5 8.3 10727.5 8.3 10727.0 8.2 10527.0 8.2 10527.0 8.2 105
OXYGEN COLI-DEMAND, FORM, MAGNE-BIO- FECAL, CALCIUM SIUM,CHEM- 0.7 DIS- DIS-ICAL, UM-MF SOLVED SOLVED5 DAY (COLS./ (MG/L (MG/L(MG/L) 100 ML) AS CA) AS MG)
4.3 K46 12 2.1
1.2 310 8.8 1.6
0.9 400 16 2.6
1.2 K20 15 2.9
RESIDUE NITRO- NITRO- NITRO-TOTAL GEN, GEN, GEN,AM-AT 105 NO2+NO3 AMMONIA MONIA +DEG. C, DIS- DIS- ORGANICSUS- SOLVED SOLVED DIS.
P ENDED (MG/L (MG/L (MG/L(MG/L) AS N) AS N) AS N)
8 0.150 0.060 0.23
14 0.190 0.080 0.61
10 0.070 0.050 0.23
10 <0.020 0.010 0.21
METHY- CHLOR-A CHLOR-BLENE PHYTO- PHYTO-BLUE PLANK- PLANK-
ACTIVE TON TONTOTAL SOLVED ERABLE ERABLE PHENOLS SUB- CHROMO CHROMO
DATE (MG/L (MG/L (UG/L (UG/L TOTAL STANCE FLUOROM FLUOROMAS P) AS P) AS FE) AS MN) (UG/L) (MG/L) (UG/L) (UG/L)
DEC12... 0.060 0.020
FEB28... 0.040 0.020 1200 110
JUN06... 0.100 <0.020 530 90
AUG08... 0.030 <0.020 310 120
<1 1.00 0.100
<1 -- <0.500 <0.900
<1 3.50 <0.400
<1 <0.01 4.80 <0.500
111
DATE
NOV 1988 17...
DEC 29...
TIME
1120
1400
DIS CHARGE, INST. CUBICFEETPER
SECOND
160
773
SURFACE-WATER SITES Continued
02430500 TOMBIGBEE RIVER NEAR MARIETTA, MS
SEDI MENT, SUS PENDED
18
217
SEDI MENT, DIS
CHARGE,SUS
PENDED(MG/L) (T/DAY)
7.8
453
DATE
MAY 1989 03...
TIME
1015
DIS CHARGE, INST. CUBICFEETPER
SECOND
169
SEDI MENT, SUS PENDED (MG/L)
59
SEDI MENT, DIS
CHARGE, SUS
PENDED (T/DAY)
27
02430680 TWENTYMILE CREEK NEAR GUNTOWN, MS
DATE
DEC 1988 29...
FEB 1989 15...
TIME
1030
1015
DIS CHARGE, INST. CUBICFEETPER
SECOND
268
953
SEDI MENT, SUS PENDED (MG/L)
193
254
SEDI MENT, DIS
CHARGE, SUS
PENDED (T/DAY)
140
654
DATE
MAY05...
JUN16...
TIME
1300
1415
DIS CHARGE, INST. CUBICFEETPER
SECOND
1510
499
SEDI MENT, SUS PENDED (MG/L)
SEDI MENT, DIS
CHARGE, SUS
PENDED (T/DAY)
1150 4690
115 155
02430690 TWENTYMILE CREEK NEAR MANTACHIE, MS
DATE
DEC 1988 29...
FEB 1989 17...
TIME
1600
1315
DIS CHARGE, INST. CUBICFEETPER
SECOND
446
1030
SEDI MENT, SUS PENDED (MG/L)
SEDI MENT, DIS
CHARGE, SUS
PENDED (T/DAY)
DATE TIME
145 175
282 784
MAY05...
JUN16...
DIS CHARGE, INST. CUBICFEETPER
SECOND
1530 1840
1115 918
SEDI MENT, SUS PENDED (MG/L)
SEDI MENT, DIS
CHARGE, SUS
PENDED (T/DAY)
938 4660
180 446
02431000 TOMBIGBEE RIVER NEAR FULTON, MS
DATE
NOV 1988 23...
DEC 28...
JAN 198920...
FEB21... 21...
TIME
DIS CHARGE, INST. CUBICFEETPER
SECOND
SEDI MENT, SUS PENDED (MG/L)
1045 320
1200 1690
1030 1510
1150 96801940 13100
SEDI MENT, DIS
CHARGE, SUS
PENDED (T/DAY)
DATE
142 123
1310 5980
121 493
770 20100713 25200
FEB22...23...27...
MAR22...
MAY01...
JUN21...
TIME
060014451125
1420
1200
1100
DIS CHARGE, INST. CUBICFEETPER
SECOND
1340076501590
940
755
1850
SEDI MENT, SUS PENDED (MG/L)
SEDI MENT, DIS
CHARGE, SUS
PENDED (T/DAY)
347 12600197 4070267 1150
129
140
110
327
285
549
1 12
SURFACE-WATER SITES Continued
02431410 MANTACHIE CREEK BELOW DORSEY, MS
DATE
NOV 1988 22...
DEC28...
FEB 198917...
MAR05...05...05...05...05...05...22...29...
TIME
1520
1445
1100
01000205051508151315180011151405
DIS CHARGE, INST. CUBICFEETPER
SECOND
6.6
933
752
125026806480681044102140
7342
SEDI MENT, SUS PENDED (MG/L)
66
SEDI MENT, DIS
CHARGE, SUS
PENDED (T/DAY)
1.2
833 2100
909 1850
2630 88805290 383003610 632001650 303001240 148001110 6410
39 7.744 5.0
DATE
MAY01... 09... 09...
JUN 14... 14... 14... 14... 14...14...15...15...16...
TIME
140011101840
021505100610080013301545085013500900
DIS CHARGE, INST. CUBICFEETPER
SECOND
102171145
103159334437477518
417032501210
SEDI MENT, SUS PENDED (MG/L)
SEDI MENT, DIS
CHARGE, SUS
PENDED (T/DAY)
91 25263 121181 71
69 19134 58526 474
1200 1420511 658434 607
2290 258001170 10300194 634
02433000 BOLL MOUNTAIN CREEK NEAR SMITHVILLE, MS
DATE
MAR 1989 01...
JUN 07...
AUG 09...
DATE
MAR01...
JUN07...
AUG09...
DATE
MAR01...
JUN07...
AUG09...
OXYGEN, OXYGEN SPE- TRANS- DIS- DEMAND, CIFIC COLOR PAR- SOLVED BIO- CON- PH TEMPER- (PLAT- TUR- ENCY OXYGEN, (PER- CHEM-
GAGE DUCT- (STAND- ATURE INUM- BID- (SECCHI DIS- CENT ICAL, IE HEIGHT ANCE ARD WATER COBALT ITY DISK) SOLVED SATUR- 5 DAY
(FEET) (US/CM) UNITS) (DEG C) UNITS) (NTU) (IN) (MG/L) ATION) (MG/L)
10 9
10 9
10 9
COLI-FORM,FECAL,0.7UM-MF(COLS./100 ML)
420
130
K31
NITROGEN,
AMMONIADISSOLVED(MG/LAS N)
<0.010
0.060
0.030
.92
.65
.74
CALCIUMDISSOLVED(MG/LAS CA)
1.4
2.2
2.7
NITROGEN, AMMONIA +ORGANICDIS.(MG/LAS N)
0.26
0.38
0.27
14 6
6
25 7
MAGNESIUM,DISSOLVED(MG/LAS MG)
0.50
0.70
0.80
PHOSPHOROUSTOTAL(MG/LAS P)
0.050
0.060
0.040
.80
.80
.70
ALKALINITY
LAB(MG/LASCAC03)
2.0
3.6
4.3
PHOSPHOROUSDISSOLVED(MG/LAS P)
<0.020
0.030
0.020
8.0
23.5
22.0
SULFATEDISSOLVED(MG/L
AS S04)
3.7
3.0
2.8
IRON,TOTALRECOVERABLE(UG/LAS FE)
1100
2700
1900
40 29
50 27
70 29
CHLORIDE,DISSOLVED(MG/LAS CL)
1.2
1.5
2.1
MANGANESE,TOTALRECOVERABLE(UG/LAS MN)
55
220
160
18
14
15
FLUO-RIDE,DISSOLVED(MG/LAS F)
0.20
0.20
0.10
PHENOLSTOTAL(UG/L)
<1
<1
<1
.0
.6
.6
SOLIDS,RESIDUEAT 180DEG. CDISSOLVED(MG/L)
17
~
30
METHY-LENEBLUE
ACTIVESUB
STANCE(MG/L)
~
<0.01
11.9
8.3
8.5
RESIDUETOTALAT 105DEG. C,SUS
PENDED(MG/L)
23
47
28
CHLOR-APHYTO-PLANK-TON
CHROMOFLUOROM(UG/L)
<0.500
1.20
<0.400
101 2.9
99 1.1
98 0.9
NITROGEN,
N02+N03DISSOLVED(MG/LAS N)
0.090
0.160
0.200
CHLOR-BPHYTO-PLANK-TON
CHROMOFLUOROM(UG/L)
<0.900
0.400
<0.400
DATE
JAN 1989 05...
FEB 16...
MAR 29...
TIME
DIS CHARGE,INST.CUBIC FEET PER
1600 3200
1650 3550
1015 838
02433500 TOMBIGBEE RIVER AT BIGBEE, MS
SEDI MENT, SUS-
SEDI- MENT, DIS
CHARGE, SUS
PENDED FENDEDSECOND (MG/L) (T/DAY)
131 1130
339 3250
31 70
DATE TIME
DIS CHARGE, INST. CUBIC FEET PER
MAY10...
JUN20...
SEP18...
1000 1800
1035 5130
1435 317
SEDI MENT, SUS-
SEDI- MENT, DIS
CHARGE, SUS
PENDED PENDEDSECOND (MG/L) (T/DAY)
244 1190
128 1770
41 35
1 13
SURFACE-WATER SITES Continued
02436500 TOWN CREEK NEAR NETTLETON, MS
JUN OT
AUG
DIS- OXYGEN, OXYGEN CHARGE, SPE- TRANS- DIS- DEMAND, INST. CIFIC COLOR PAR- SOLVED BIO- CUBIC CON- PH TEMPER- (PLAT- TUR- ENCY OXYGEN, (PER- CHEM- FEET DUCT- (STAND- ATURE INUM- BID- (SECCHI DIS- CENT ICAL,
>ATE TIME PER ANCE ARD WATER COBALT ITY DISK) SOLVED SATUR- 5 DAY SECOND (US/CM) UNITS) (DEG C) UNITS) (NTU) (IN) (MG/L) ATION) (MG/L)
.988 0900 88 300 3.5 5 8.8 >25.2 12.7 96 3.3
.989 0730 3580 138 7.90 8.0 160 6.00 12.3 104 2.8
0900 1300 185 7.60 22.0 40 110 9.1 106 2.6
0800 210
DATE
DEC13...
MAR01...
JUN07...
AUG09...
DATE
DEC13...
MAR01...
JUN07...
AUG09...
COLI-FORM,FECAL,0.7UM-MF(COLS./100 ML)
K8600
3400
K2800
5000
NITROGEN,
AMMONIADIS
SOLVED(MG/LAS N)
0.170
0.040
0.080
0.010
243 7.60 21.5 20 29 17.5 10.0
CALCIUMDISSOLVED(MG/LAS CA)
44
23
28
38
NITROGEN, AMMONIA +ORGANICDIS.(MG/LAS N)
0.46
0.27
0.65
0.40
DATE
OCT 198806...
NOV18...
JAN 198905...13...13...14...15...16...18...
FEB15...
MAR05...05...06...06...31...
APR28...
JUN19...
SOLIDS,MAGNE- ALKA- CHLO- FLUO- RESIDUESIUM, LINITY SULFATE RIDE, RIDE, AT 180DIS- LAB DIS- DIS- DIS- DEG. CSOLVED (MG/L SOLVED SOLVED SOLVED DIS-(MG/L AS (MG/L (MG/L (MG/L SOLVEDAS MG) CAC03) AS SO4) AS CL) AS F) (MG/L)
2.6 104 24 17 0.20 185
1.2 54 10 3.1 0.30 91
1.4 66 11 5.5 0.40 123
2.3 91 14 12 0.30 155
MANGA- METHY-PHOS- IRON, NESE, LENE
PHOS- PHOROUS TOTAL TOTAL BLUEPHOROUS DIS- RECOV- RECOV- ACTIVETOTAL SOLVED ERABLE ERABLE PHENOLS SUB-(MG/L (MG/L (UG/L (UG/L TOTAL STANCEAS P) AS P) AS FE) AS MN) (UG/L) (MG/L)
0.160 0.060 1
0.310 0.040 9100 170 1
0.300 0.070 8300 270 <1
0.200 0.090 2200 150 <1 0.01
DIS- SEDI- SED.CHARGE, MENT, SUSP.INST. SEDI- DIS- SIEVECUBIC MENT, CHARGE, DIAM.FEET SUS- SUS- % FINER
TIME PER PENDED PENDED THANSECOND (MG/L) (T/DAY) .062 MM
1130 179 114 55
1300 88 12 2.9
1120 578 82 1281140 24200 759 49600 511645 20700 751 420000940 9080 562 138000930 12500 611 206000920 3840 480 49800920 1960 359 1900
1525 4870 722 9490
1105 24400 992 654001430 25400 708 48600 650950 9540 522 134001450 5930 540 86501045 3210 1500 13000
1330 162 48 21
1620 2240 870 5260
RESIDUETOTALAT 105DEG. C,SUS
PENDED(MG/L)
9
268
247
49
CHLOR-APHYTO-P LANK-TON
CHROMOFLUOROM(UG/L)
2.20
1.00
3.60
9.40
114 2.4
NITROGEN,
N02+N03DISSOLVED(MG/LAS N)
0.630
0.200
0.440
0.400
CHLOR-BPHYTO-P LANK-TON
CHROMOFLUOROM(UG/L)
0.300
<0.900
<0.400
1.10
1 14
SURFACE-WATER SITES Continued
02436500 TOWN CREEK NEAR NETTLETON, MS Continued
DATE
JAN 1989 13...
MAR 05...
TIME
1140
1430
SED.SUSP.FALLDIAM.FINERTHAN
SED.SUSP.FALLDIAM.
% FINERTHAN
SED.SUSP.FALLDIAM.
% FINERTHAN
SED.SUSP.FALLDIAM.
% FINERTHAN
SED.SUSP.FALLDIAM.
% FINERTHAN
SED.SUSP.FALLDIAM.
% FINERTHAN
SED.SUSP.FALLDIAM.
% FINERTHAN
SED.SUSP.FALLDIAM.FINERTHAN
SED.SUSP.FALLDIAM.FINERTHAN
.002 MM .004 MM .008 MM .016 MM .031 MM .062 MM .125 MM .250 MM .500 MM
DATE
JAN 1989 14... 14... 14...
MAR 05... 05... 05...
28
42
TIME
143714391441
143214341436
30
45
SAMPLELOCAT.
X-SECT. LOOKING UPSTRM. (% FROM R BANK)
25.050.075.0
25.050.075.0
33
48
BEDMAT.SIEVEDIAM.
% FINERTHAN
.062 MM
38
53
BEDMAT.SIEVEDIAM.
% FINERTHAN
.125 MM
45
59
BEDMAT.SIEVEDIAM.
% FINERTHAN
.250 MM
74
11
231412
51
65
BEDMAT.SIEVEDIAM.
% FINERTHAN
.500 MM
777190
908577
63
78
BEDMAT.SIEVEDIAM.
% FINERTHAN
1.00 MM
100100100
100100100
88
98
100
100
02437000 TOMBIGBEE RIVER NEAR AMORY, MS
DATE
JUN 1989 20...
TIME
1400 6010
DISCHARGE,INST.CUBICFEETPER
SECOND
SEDIMENT,SUSPENDED(MG/L)
SEDIMENT,DIS
CHARGE,SUS
PENDED(T/DAY)
206 3340
DATE
JAN 198913...14... 18...
FEB 21...
TIME
144510451145
PER
02437500 TOMB IG BEE. RIVER AT ABERDEEN, MS
DIS CHARGE,INST. SEDI-CUBIC MENT,FEET SUS-
SEDI- MENT, DIS
CHARGE, SUS
PENDED PENDED DATE TIME
DIS CHARGE, INST. CUBIC FEET PER
SEDI MENT, SUS-
SEDI- MENT, DIS
CHARGE, SUS
PENDED PENDEDSECOND (MG/L) (T/DAY) SECOND (MG/L) (T/DAY)
753069501560
1710 10700
602 12200449 843025 105
560 16200
FEB 22...22...23... 27...
JUN 22...
0425 114001000 108001215 79700940 1160
1050 9610
521 16000413 12000210 4520132 413
54 1400
1 15
SURFACE-WATER SITES Continued
333927088304935 TTW COLUMBUS LAKE BUTTAHATCHEE RIVER BEND SR 26A
DATE
DATE
DEC 198813...13...13...13...13...
MAR 198901...01...01...01...01...
JUN07...07...07...07...
AUG09...09...09...09...
TIME
TIME
14011402140314041405
14311432143314341435
1201120212031204
1231123212331234
COLOR(PLATINUM-COBALT
SAMPLINGDEPTH(FEET)
1.005.00
10.015.020.0
1.005.00
10.015.017.0
1.005.00
10.015.0
1.005.00
10.012.0
TURBIDITY
SPECIFICCONDUCTANCE(US/CM)
161162162162161
6363636363
119120120120
144144146146
TRANSPARENCY
(SECCHIDISK)
PH(STANDARD
UNITS)
7.607.607.707.707.70
7.607.707.707.707.70
7.407.407.407.40
7.907.907.707.70
OXYGENDEMAND,BIOCHEMICAL,5 DAY
TEMPERATUREWATER(DEC C)
9.59.08.58.58.5
8.58.08.08.08.0
23.523.523.523.5
30.029.028.528.5
COLI-FORM,FECAL,0.7UM-MF(COLS./
OXYGEN,DIS
SOLVED(MG/L)
13.714.214.714.414.2
10.510.211.111.311.1
10.09.69.18.7
7.17.57.57.5
CALCIUMDISSOLVED(MG/L
OXYGEN,DISSOLVED(PERCENTSATURATION)
120123126123121
9086949594
120115109104
94989797
MAGNESIUM,DISSOLVED(MG/L
ALKALINITY
LAB(MG/LAS
UNITS) (NTU) (IN) (MG/L) 100 ML) AS CA) AS MG) CACO3)
DEC13
MAR01
JUN07
AUG09
1988 »
1989. . .
.
...
DATE
DEC13...
MAR01...
JUN07...
AUG09...
DATE
DEC13...
MAR01...
JUN07...
AUG09...
1400
1430
1200
1230
SULFATEDISSOLVED(MG/L
AS 504)
18
5.6
6.8
8.6
PHOSPHOROUSTOTAL(MG/LAS P)
0.100
0.200
0.180
0.070
40 20
110
80 100
10 17
CHLORIDE,DISSOLVED(MG/LAS CD
16
2.3
4.1
7.3
PHOSPHOROUSDISSOLVED(MG/LAS P)
0.040
0.050
0.040
<0.020
24
8
8
19
FLUO-RIDE,DISSOLVED(MG/LAS F)
0.20
0.20
0.30
0.20
IRON,TOTALRECOVERABLE(UG/LAS FE)
4600
4300
950
.0
.40
.40
.2
SOLIDS,RESIDUEAT 180DEC. CDISSOLVED(MG/L)
125
52
95
90
MANGANESE,TOTALRECOVERABLE(UG/LAS MN)
150
150
120
2.1 K17 21
2.8 E1000 11
2.0
3.2
RESIDUETOTALAT 105DEC. C,SUS
PENDED(MG/L)
13
128
132
21
PHENOLSTOTAL(UG/L)
<1
<1
<1
<1
K200 19
K13 20
NITROGEN,
NO2+NO3DISSOLVED(MG/LAS N)
0.220
0.130
0.600
0.030
METHY-LENEBLUE
ACTIVESUB
STANCE(MG/L)
0.01
1
0
11
NITROGEN,
AMMONIADISSOLVED(MG/LAS N)
0.160
0.040
0.100
<0.010
CHLOR-APHYTO-P LANK-TON
CHROMOFLUOROM(UG/L)
1.20
<0.500
1.80
28.0
.8 116
.80 23
.2 40
.9 15
NITROGEN, AMMONIA +ORGANICDIS.(MG/LAS N)
0.81
0.36
0.68
0.22
CHLOR-BPHYTO-P LANK-TON
CHROMOFLUOROM(UG/L)
<0.100
<0.900
<0.400
2.20
1 16
SURFACE-WATER SITES Continued
02439400 BUTTAHATCHEE RIVER NEAR ABERDEEN, MS
DATE
NOV 198816...
JAN 198905...
FEB16...
MAR30...
DATE
DEC 198813...
MAR 198901...
JUN07...
AUG10...
DATE
DEC13...
MAR01...
JUN07...
AUG10...
DATE
DEC13...
MAR01...
JUN07...
AUG10...
DATE
DEC 198813...
MAR 198901...
JUN07...
AUG10...
DIS- SEDI- DIS- SEDI-CHARGE, MENT, CHARGE, MENT,INST. SEDI- DIS- INST. SEDI- DIS-CUBIC MENT, CHARGE, CUBIC MENT, CHARGE,FEET SUS- SUS- FEET SUS- SUS-
TIME PER FENDED FENDED DATE TIME PER FENDED FENDEDSECOND (MG/L) (T/DAY) SECOND (MG/L) (T/DAY)
MAY1200 889 150 360 10... 1430 1440 37 144
JUN1130 3030 40 327 20... 1645 2080 260 1460
AUG1230 1250 132 446 01... 1515 594 32 51
SEP1000 1580 37 158 13... 1330 561 59 89
02439600 BUTTAHATCHEE RIVER NEAR KOLOLA SPRINGS, MS
DIS- OXYGEN, OXYGENCHARGE, SPE- TRANS- DIS- DEMAND,INST. CIFIC COLOR PAR- SOLVED BIO-CUBIC CON- PH TEMPER- (PLAT- TUR- ENCY OXYGEN, (PER- CHEM-FEET DUCT- (STAND- ATURE INUM- BID- (SECCHI DIS- CENT ICAL,
TIME PER ANCE ARD WATER COBALT ITY DISK) SOLVED SATUR- 5 DAYSECOND (US/CM) UNITS) (DEC C) UNITS) (NTU) (IN) (MG/L) ATION) (MG/L)
1045 682 29 7.40 7.0 30 4.2 48.0 12.2 100 2.5
1000 17500 16 6.70 8.5 20 15 20.4 11.0 94 3.5
1030 1280 29 6.80 22.0 60 20 22.8 8.9 103 0.9
0900 453 33 7.00 23.0 40 13 33.6 6.3 74 1.0
COLI- SOLIDS, RESIDUE NITRO-FORM, MAGNE- ALKA- CHLO- FLUO- RESIDUE TOTAL GEN,FECAL, CALCIUM SIUM, LINITY SULFATE RIDE, RIDE, AT 180 AT 105 N02+N030.7 DIS- DIS- LAB DIS- DIS- DIS- DEC. C DEC. C, DIS-UM-MF SOLVED SOLVED (MG/L SOLVED SOLVED SOLVED DIS- SUS- SOLVED(COLS./ (MG/L (MG/L AS (MG/L (MG/L (MG/L SOLVED PENDED (MG/L100 ML) AS CA) AS MG) CAC03) AS S04) AS CL) AS F) (MG/L) (MG/L) AS N)
K40 2.8 0.90 5.7 3.3 3.0 0.10 27 2 0.290
K650 1.5 0.60 2.3 3.3 1.6 0.10 29 20 0.140
K40 2.5 0.80 5.6 2.8 2.2 0.30 39 43 0.220
K40 3.0 1.1 7.9 2.3 3.1 0.10 30 13 0.200
NITRO- NITRO- MANGA- METHY- CHLOR-A CHLOR-BGEN, GEN, AM- PHOS- IRON, NESE, LENE PHYTO- PHYTO-
AMMONIA MONIA + PHOS- PHOROUS TOTAL TOTAL BLUE PLANK- PLANK-DIS- ORGANIC PHOROUS DIS- RECOV- RECOV- ACTIVE TON TONSOLVED DIS. TOTAL SOLVED ERABLE ERABLE PHENOLS SUB- CHROMO CHROMO(MG/L (MG/L (MG/L (MG/L (UG/L (UG/L TOTAL STANCE FLUOROM FLUOROMAS N) AS N) AS P) AS P) AS FE) AS MN) (UG/L) (MG/L) (UG/L) (UG/L)
0.020 <0.20 0.040 0.040 <1 <0.500 <0.100
<0.010 0.24 0.040 0.030 1000 78 <1 0.500 0.900
0.060 0.50 0.050 <0.020 2900 250 <1 ~ 0.800 <0.400
0.030 0.39 0.020 <0.020 1700 240 <1 <0.01 0.800 <0.400
02441000 TIBBEE CREEK NEAR TIBBEE, MS
DIS- ' OXYGEN, OXYGENCHARGE, SPE- TRANS- DIS- DEMAND,INST. CIFIC COLOR PAR- SOLVED BIO-CUBIC CON- PH TEMPER- (PLAT- TUR- ENCY OXYGEN, (PER- CHEM-FEET DUCT- (STAND- ATURE INUM- BID- (SECCHI DIS- CENT ICAL,
TIME PER ANCE ARD WATER COBALT ITY DISK) SOLVED SATUR- 5 DAYSECOND (US/CM) UNITS) (DEC C) UNITS) (NTU) (IN) (MG/L) ATION) (MG/L)
1530 <700 269 8.00 7.5 5 3.5 32.4 13.8 115 3.6
1200 22100 65 7.60 8.5 140 6.00 10.0 85 3.2
1330 3300 140 7.20 22.5 60 22 ~ 7.5 88 2.0
0730 <700 188 7.50 22.5 30 33 12.0 7.1 82 1.6
1 1 7
DEC13...
MAR01...
JUN07...
AUG10...
SURFACE-WATER SITES Continued
02441000 TIBBEE CREEK NEAR TIBBEE, MS Continued
DATE
DEC13...
MAR01...
JUN07...
AUG10...
DATE
COLI-FORM,FECAL,0.7UM-MF(COLS./100 ML)
K37
E2000
K110
K170
NITROGEN,
AMMONIADIS
SOLVED(MG/LAS N)
CALCIUMDISSOLVED(MG/LAS CA)
45
10
21
28
NITROGEN, AMMONIA +ORGANICDIS.(MG/LAS N)
MAGNESIUM,DISSOLVED(MG/LAS MG)
2.6
1.2
1.5
2.1
PHOSPHOROUSTOTAL(MG/LAS P)
ALKALINITY
LAB(MG/LASCAC03)
107
22
42
69
PHOSPHOROUS
DISSOLVED(MG/LAS P)
SULFATEDISSOLVED(MG/L
AS S04)
22
7.9
10
12
IRON,TOTALRECOVERABLE(UG/LAS FE)
CHLORIDE,DISSOLVED(MG/LAS CL)
11
1.8
5.2
4.9
MANGANESE,TOTALRECOVERABLE(UG/LAS MN)
FLUO-RIDE,DISSOLVED(MG/LAS F)
0.20
0.20
0.30
0.30
PHENOLSTOTAL(UG/L)
SOLIDS,RESIDUEAT 180DEG. CDISSOLVED(MG/L)
171
58
121
118
METHY-LENEBLUE
ACTIVESUB
STANCE(MG/L)
RESIDUETOTALAT 105DEG. C,SUS
PENDED(MG/L)
2
156
44
45
CHLOR-APHYTO-PLANK-TON
CHROMOFLUOROM(UG/L)
NITROGEN,
N02+N03DISSOLVED(MG/LAS N)
0.070
0.080
0.940
0.100
CHLOR-BPHYTO-PLANK-TON
CHROMOFLUOROM(UG/L)
0.010 0.25 0.080 0.020 <1
<0.010 <0.20 0.200 0.040 4500 150 <1
0.050 0.55 0.170 0.080 1500 70 <1
0.040 0.45 0.120 0.050 1400 120 <1
2.00 0.200
<0.500 <0.900
0.900 <0.400
0.01 3.40 <0.400
02441400 TOMBIGBEE RIVER NEAR COLUMBUS, MS
DATE
DEC 1988 14...
MAR 1989 01...
JUN 07...
AUG 09...
DATE
DEC 198814...14...14...14...14...
MAR 198901...01...01...01...01...01...01...
JUN07...07...07...07...07...
AUG09...09...09...09...
TIME
0930
1600
1430
1400
TIME
09310932093309340935
1601160216031604160516061607
14311432143314341435
1401140214031404
DISCHARGE,INST.CUBICFEETPERSECOND
1560
48100
12900
2350
SAMPLINGDEPTH(FEET)
1.005.00
10.015.020.0
1.005.00
10.015.020.025.030.0
1.005.00
10.015.018.0
1.005.00
10.012.0
COLOR(PLATINUM-COBALTUNITS)
40
40
10
SPE CIFIC CONDUCTANCE(US/CM)
100100100100100
74737270716968
154148148144142
165165166166
TURBIDITY(NTU)
16
130
53
17
PH(STANDARD
UNITS)
7.307.307.407.507.50
7.507.607.607.707.807.807.80
7.407.407.407.407.30
TRANSPARENCY
(SECCHIDISK)(IN)
19.2
8.40
8.40
19.2
TEMPERATUREWATER(DEG C)
7.57.57.57.57.5
8.08.08.08.08.08.08.0
24.524.524.524.524.5
29.528.528.028.0
OXYGENDEMAND,BIOCHEMICAL,5 DAY(MG/L)
1.9
3.3
2.0
3.8
OXYGEN,DISSOLVED(MG/L)
12.512.512.012.012.0
10.810.711.311.410.811.011.1
10.29.89.29.39.5
7.16.06.66.6
COLI-FORM,FECAL,0.7UM-MF(COLS./100 ML)
K22
E3000
K300
<10
OXYGEN, DIS SOLVED (PERCENTSATURATION)
105105100100100
91909596919394
124119112113115
94788585
CALCIUMDISSOLVED(MG/LAS CA)
12
12
21
24
MAGNESIUM,DISSOLVED(MG/LAS MG)
1.4
0.80
1.3
1.7
1 18
SURFACE-WATER SITES Continued
02441400 TOMBIGBEE RIVER NEAR COLUMBUS, MS Continued
DATE
ALKALINITY
LAB(MG/LAS
CAC03)
SULFATEDISSOLVED(MG/L
AS S04)
CHLORIDE,DISSOLVED(MG/LAS CL)
FLUO-RIDE,DISSOLVED(MG/LAS F)
SOLIDS,RESIDUEAT 180DEC. CDISSOLVED(MG/L)
RESIDUETOTALAT 105DEC. C,SUS
PENDED(MG/L)
NITROGEN,
N02+N03DISSOLVED(MG/LAS N)
NITROGEN,
AMMONIADISSOLVED(MG/LAS N)
NITROGEN, AMMONIA +ORGANICDIS.(MG/LAS N)
DEC14..
MAR01..
JUN07..
AUG09..
25
26
46
51
DATE
DEC14.,
MAR01.
JUN07.
AUG09.
9.1
6.1
8.5
9.7
8.4
2.5
6.5
12
0.10
0.20
0.30
0.20
68
58
110
109
16
160
78
28
0.220
0.140
0.770
<0.020
0.100
0.030
0.100
CO.010
0.46
0.30
0.61
0.22
PHOSPHOROUSTOTAL(MG/LAS P)
PHOSPHOROUS
DISSOLVED(MG/LAS P>
IRON,TOTALRECOVERABLE(UG/LAS FE)
MANGANESE,TOTALRECOVERABLE(UG/LAS MN)
PHENOLSTOTAL(UG/L)
METHY-LENEBLUE
ACTIVESUB
STANCE(MG/L)
CHLOR-APHYTO-PLANK-TON
CHROMOFLUOROM(UG/L)
CHLOR-BPHYTO-P LANK-TON
CHROMOFLUOROM(UG/L)
0.070
0.250
0.150
0.100
0.020
0.030
0.030
<0.020
DATE
JUN 1989 22...
4400
2800
1000
TIME
1815 14900
170
130
120 0.01
2.50
<0.500
3.60
22.0
0.200
<0.900
<0.400
1.90
DISCHARGE,INST.CUBICFEETPER
SECOND
SEDIMENT,SUSPENDED(MG/L)
SEDIMENT,DIS
CHARGE,SUS
PENDED(T/DAY)
106 4260
332929088273300 TTW ALICEVILLE LAKE ABOVE COLUMBUS BEND
DATE
MAR 05... 05...05...06... 06...06...07... 07...07...08... 08... 08...
TIME
164016421645102510271023091809150909080008050810
SAMPLELOCAT.
X-SECT.LOOKINGUPSTRM.(% FROMR BANK)
DISCHARGE,INST.CUBICFEETPER
SECOND
SEDIMENT,SUSPENDED(MG/L)
SEDIMENT,DIS
CHARGE,SUS
PENDED(T/DAY)
25.050.075.025.050.075.025.050.075.025.050.075.0
462004620046200610006100061000430004300043000435004350043500
149 18600173 21600202 25200378 62300420 69200394 64900168 19500168 19500159 18500100 11700106 12400103 12100
DATE
JUN 05...05... 05...
SAMPLELOCAT.
X-SECT.LOOKINGUPSTRM.(% FROM
BEDMAT.SIEVEDIAM.
% FINERTHAN
BEDMAT.SIEVEDIAM.
% FINERTHAN
BEDMAT.SIEVEDIAM.
% FINERTHAN
BEDMAT.SIEVEDIAM.
% FINERTHAN
BEDMAT.SIEVEDIAM.
% FINERTHAN
BEDMAT.SIEVEDIAM.
% FINERTHAN
BEDMAT.SIEVEDIAM.
% FINERTHAN
BEDMAT.SIEVEDIAM.
% FINERTHAN
BEDMAT.SIEVEDIAM.
% FINERTHAN
R BANK) .062 MM .125 MM .250 MM .500 MM 1.00 MM 2.00 MM 4.00 MM 8.00 MM 16.0 MM
153015451600
25.050.075.0
214
29
329
48
361151
391352
471960
653576
968096
1 19
SURFACE-WATER SITES Continued
02441498 TOMBIGBEE RIVER COLUMBUS BEND SR 11B AT COLUMBUS, MS
OXYGEN,SPE- DIS-CIFIC SOLVED
SAM- CON- PH TEMPER- OXYGEN, (PER-PLING DUCT- (STAND- ATURE DIS- CENT
DATE TIME DEPTH ANCE ARD WATER SOLVED SATUR-
DATE
DEC05...
FEB27...
JUN05...
AUG07...
DATE
DEC05...
FEB27...
JUN05...
AUG07...
TIME
1300
1500
1500
1345
SOLIDS,RESIDUEAT 180DEC. CDISSOLVED(MG/L)
71
49
113
83
DEC05...05...05...05...
FEB27...27...27...27...27...
JUN05...05...05...05...05...05...05...
AUG07...07...07...07...07...07...07...
COLOR(PLATINUM-COBALTUNITS)
60
30
20
RESIDUETOTALAT 105DEG. C,SUS
PENDED(MG/L)
30
50
48
31
(FEET) (US/CM) UNITS) (DEG C) (MG/L) ATION)
1300 ~ 110 7.2 10.5 12.0 1071301 5.00 110 ~ 10.0 11.61302 10.0 115 10.0 11.41303 12.0 115 -- 10.0 11.4
1500 65 7.6 7.0 16.4 1381501 5.00 65 7.1 7.0 15.71502 10.0 65 7.1 7.0 15.01503 15.0 64 7.1 7.0 15.01504 20.0 63 7.1 7.0 14.9
1500 143 6.9 26.5 9.1 1151501 5.00 145 6.9 26.5 8.81502 10.0 144 6.9 26.5 8.91503 15.0 143 6.9 26.5 9.11504 20.0 143 6.9 26.5 9.01505 25.0 141 6.9 26.5 8.91506 30.0 140 6.9 26.5 8.6
1345 124 7.5 29.5 7.5 1001347 5.00 124 7.1 29.5 7.41348 10.0 124 7.0 29.5 7.31349 15.0 123 7.0 29.5 7.21350 20.0 124 7.0 29.5 7.31351 25.0 122 7.0 29.5 7.21352 26.0 121 7.0 29.5 7.1
OXYGEN COLI-TRANS- DEMAND, FORM, MAGNE- ALKA- CHLO-PAR- BIO- FECAL, CALCIUM SIUM, LINITY SULFATE RIDE,
TUR- ENCY CHEM- 0.7 DIS- DIS- LAB DIS- DIS-BID- (SECCHI ICAL, UM-MF SOLVED SOLVED (MG/L SOLVED SOLVEDITY DISK) 5 DAY (COLS./ (MG/L (MG/L AS (MG/L (MG/L(NTU) (IN) (MG/L) 100 ML) AS CA) AS MG) CAC03) AS S04) AS CL)
24 11.5 6.0 82 12 1.2 25 7.6 5.4
53 10.5 5.9 270 8.2 0.80 16 6.3 3.2
17 11.8 2.4 K12 19 1.4 33 9.2 17
23 14.3 1.6 44 16 1.4 330 7.6 11
NITRO- NITRO- NITRO- MANGA- CHLOR-AGEN, GEN, GEN, AM- PHOS- IRON, NESE, PHYTO-
N02+N03 AMMONIA MONIA + PHOS- PHORUS TOTAL TOTAL PLANK-DIS- DIS- ORGANIC PHORUS DIS- RECOV- RECOV- TONSOLVED SOLVED DIS. TOTAL SOLVED ERABLE ERABLE PHENOLS CHROMO(MG/L (MG/L (MG/L (MG/L (MG/L (UG/L (UG/L TOTAL FLUOROMAS N) AS N) AS N) AS P) AS P) AS FE) AS MN) (UG/L) (UG/L)
0.170 0.040 0.25 0.080 0.020 <1
0.120 <0.010 0.36 0.100 0.020 2100 100 1 0.600
0.070 0.060 0.26 0.080 0.030 2000 190 <1 4.60
0.020 0.040 0.21 0.070 <0.020 1500 190 <1
SAMPLE DIS- SEDI-LOCAT. CHARGE, MENT,
X-SECT. INST. SEDI- DIS-LOOKING CUBIC MENT, CHARGE,UPSTRM. FEET SUS- SUS-
DATE TIME (% FROM PER FENDED PENDEDR BANK) SECOND (MG/L) (T/DAY)
MAR05... 1257 25.0 9100 129 317005... 1255 50.0 9100 182 447005... 1300 75.0 9100 151 371006... 1032 25.0 14200 395 1510006... 1038 50.0 14200 453 1740006... 1035 75.0 14200 410 1570007... 0925 25.0 6500 186 326007... 0923 50.0 6500 182 319007... 0920 75.0 6500 163 286008... 0845 25.0 7100 99 190008... 0855 50.0 7100 98 188008... 0910 75.0 7100 97 1860
FLUO-RIDE,DIS
SOLVED(MG/LAS F)
0.20
0.20
0.30
0.20
CHLOR-BPHYTO-P LANK-TON
CHROMOFLUOROM(UG/L)
<0.100
0.400
120
SURFACE-WATER SITES Continued
02441498 TOMBIGBEE RIVER COLUMBUS BEND SR 11B AT COLUMBUS, MS Continued
DATE
JDN 05... 05... 05...
SAMPLELOCAT.
X-SECT.LOOKINGUPSTRM.
TIME (% FROM
174518001815
BEDMAT.SIEVEDIAM.
% FINERTHAN
BEDMAT.SIEVEDIAM.
% FINERTHAN
BEDMAT.SIEVEDIAM.
% FINERTHAN
BEDMAT.SIEVEDIAM.
% FINERTHAN
BEDMAT.SIEVEDIAM.
% FINERTHAN
BEDMAT.SIEVEDIAM.
% FINERTHAN
BEDMAT.SIEVEDIAM.
% FINERTHAN
BEDMAT.SIEVEDIAM.
BEDMAT.SIEVEDIAM.
% FINER % FINERTHAN THAN
R BANK) .062 MM .125 MM .250 MM .500 MM 1.00 MM 2.00 MM 4.00 MM 8.00 MM 16.0 MM
25.050.075.0
10
15
72
29
195
33
681036
761239
791345
812056
863874
987895
332751088261000 TTW ALICEVILLE LAKE COLUMBUS CUT
DATE
MAR 05... 05... 05... 06... 06... 06... 07... 07... 07... 08... 08...
DATE
JUN05...05...05...
TIME
170017151730
SAMPLELOCAT.
X-SECT .LOOKINGUPSTRM.(% FROMR BANK)
25.050.075.0
08...
BEDMAT.SIEVEDIAM.
% FINERTHAN
.062 MM
003
TIME
1620 1623 1635 1015 1012 1011 0856 0900 0903 0830 08400850
BEDMAT.SIEVEDIAM.
% FINERTHAN
.125 MM
258
SAMPLE LOCAT.
X-SECT. LOOKING UPSTRM. (% FROM R BANK)
25.0 50.0 75.0 25.0 50.0 75.0 25.0 50.0 75.0 25.0 50.075.0
BEDMAT.SIEVEDIAM.
% FINERTHAN
.250 MM
122529
DIS CHARGE, INST. CUBIC FEET PER
SECOND
37100 37100 37100 46800 46800 46800 36500 36500 36500 36400 3640036400
BEDMAT.SIEVEDIAM.
% FINERTHAN
.500 MM
6410082
SEDI MENT, SUS PENDED (MG/L)
150 149 165 376 405 405 156 165 172 109 106100
BEDMAT.SIEVEDIAM.
% FINERTHAN
1.00 MM
8610086
SEDI MENT, DIS
CHARGE, SUS
PENDED (T/DAY)
15000 14900 16500 47500 51200 51200 15400 16300 17000 10700 104009830
BEDMAT.SIEVEDIAM.
% FINERTHAN
2.00 MM
9010090
BEDMAT.SIEVEDIAM.
% FINERTHAN
4.00 MM
9210095
BEDMAT.SIEVEDIAM.
% FINERTHAN
8.00 MM
9610099
BEDMAT.SIEVEDIAM.
% FINERTHAN
16.0 MM
98100100
DATE TIME
DIS CHARGE, INST. CUBIC FEET PER
02443500 LUXAPALLILA CREEK NEAR COLUMBUS, MS
SPE CIFIC CON DUCT ANCE
PH TEMPER- (STAND- ATUREARD WATER
COLOR (PLAT INUM- COBALT
SECOND (US/CM) UNITS) (DEC C) UNITS)
TUR BID ITY (NTU)
TRANS PAR ENCY OXYGEN,
(SECCHI DIS-DISK) (IN)
OXYGEN, OXYGENDIS- DEMAND,
SOLVED(PERCENT
(MG/L) ATION)
BIO CHEM ICAL,
SOLVED SATUR- 5 DAY(MG/L)
DEC 1988 14... 1030 298
MAR 1989 01... 1700 9440
JUN 07... 1530 2100
AUG 10... 1000 320
COLI-
DATE
DEC14...
MAR01...
JUN07...
AUG10...
FORM,FECAL,0.7UM-MF(COLS./100 ML)
48
E1200
200
K30
CALCIUMDISSOLVED(MG/LAS CA)
2.1
1.5
2.5
3.1
28 7
16 7
25 6
35 7
MAGNESIUM,DISSOLVED(MG/LAS MG)
0.80
0.50
0.70
1.3
.40 6.0 30 4.
.60 8.5 80
.30 22.5 100 23
.50 23.5 60 7.
ALKALINITY
LAB(MG/LASCAC03)
3.6
1.6
2.5
17
SULFATEDISSOLVED(MG/L
AS S04)
4.2
3.5
3.4
2.8
CHLORIDE,DISSOLVED(MG/LAS CL)
3.1
1.4
1.8
2.8
.5 60
10
12
.1 70
FLUO-RIDE,DISSOLVED(MG/LAS F)
0.10
0.20
0.20
<0.10
.0 11.2
.2 10.3
.6 8.2
.8 6.5
SOLIDS, RESIDUERESIDUEAT 180DEC. CDISSOLVED(MG/L)
28
29
43
35
TOTALAT 105DEC. C,SUS
PENDED(MG/L)
12
46
36
6
90 2.2
88 2.4
96 1.2
77 0.9
NITROGEN,
N02+N03DISSOLVED(MG/LAS N)
0.150
0.080
0.620
0.150
121
SURFACE-WATER SITES Continued
02443500 LUXAPALLILA CREEK NEAR COLUMBUS, MS Continued
NITRO- NITRO GEN, GEN, AM- PHOS-
AMMONIA MONIA + PHOS- PHOROUS DIS- ORGANIC PHOROUS DIS SOLVED DIS. TOTAL SOLVED
DATE (MG/L (MG/L (MG/L (MG/L AS N) AS N) AS P) AS P)
DEC14...
MAR01...
JUN07...
AUG10...
DATE
NOV 198815...
JAN 198904...
FEB15...
MAR28...
0.060
0.010
0.050
0.010
DISCHARGE,INST.CUBICFEET
TIME PERSECOND
1345 614
1330 2960
1225 1040
1000 1020
0.75 0
0.36 0
0.52 0
0.28 0
SEDIMENT,SUSPENDED(MG/L)
17
12
73
17
.030 0.030
.080 0.030
.070 <0.020
.020 <0.020
SEDIMENT,DIS
CHARGE,SUS
PENDED(T/DAY)
28
96
205
47
MANGA- METHY- CHLOR-A CHLOR-B IRON, NESE, LENE PHYTO- PHYTO- TOTAL TOTAL BLUE PLANK- PLANK- RECOV- RECOV- ACTIVE TON TON ERABLE ERABLE PHENOLS SUB- CHROMO CHROMO (UG/L (UG/L TOTAL STANCE FLUOROM FLUOROM AS FE) AS MN) (UG/L) (MG/L) (UG/L) (UG/L)
__ __
2100 110
3100 320
2100 370
DATE
MAY11...
JUN21...
AUG02...
SEP14...
<1 <0.
1 <0.
<1 0.
<1 <0.01 <0.
DISCHARGE,INST.CUBICFEET
TIME PERSECOND
0925 1270
1305 2640
1200 538
1450 149
500 <0
500 <0
600 <0
400 <0
SEDIMENT,SUSPENDED(MG/L)
23
27
18
19
.100
.900
.400
.400
SEDIMENT,DIS
CHARGE,SUS
PENDED(T/DAY)
79
192
26
7.6
3321120882235 TTW ALICEVILLE LAKE ABOVE HAIRSTON BEND
DATE
DATE TIME
SAMPLE LOCAT.
X-SECT. LOOKING UPSTRM. (% FROM R BANK)
DIS CHARGE, INST. CUBIC FEET PER
SECOND
SEDI MENT, SUS PENDED (MG/L)
SEDI MENT, DIS
CHARGE, SUS
PENDED (T/DAY)
MAR
SAMPLELOCAT.X-SECT.LOOKINGUPSTRM.
TIME (% FROMR BANK)
06..06..06..07..07..07..08..08..08..
BEDMAT.SIEVEDIAM.
% FINERTHAN
.062 MM
130813061303131613181320115511521150
BEDMAT.SIEVEDIAM.
% FINERTHAN
.125 MM
25.050.075.025.050.075.025.050.075.0
BEDMAT.SIEVEDIAM.
% FINERTHAN
.250 MM
692006920069200560005600056000513005130051300
BEDMAT.SIEVEDIAM.
% FINERTHAN
.500 MM
446460426190173178133142117
BEDMAT.SIEVEDIAM.
% FINERTHAN
1.00 MM
833008590079600287002620026900184001970016200
BEDMAT.SIEVEDIAM.
% FINERTHAN
2.00 MM
BEDMAT.SIEVEDIAM.
% FINERTHAN
4.00 MM
BEDMAT.SIEVEDIAM.
% FINERTHAN
8.00 MM
BEDMAT.SIEVEDIAM.
% FINERTHAN
16.0 MM
JUN 06. 06. 06. 06. 06. 06.
111511301145120012151230
25.050.075.025.050.075.0
114221
35
138
282
516181732
4
628242042
5
631302446
7
93441335612
164862517224
556989919750
122
SURFACE-WATER SITES Continued
3321000882248 TTW ALICEVILLE LAKE HAIRSTON BEND SR 11HB
DATE
JUN 06... 06... 06...
TIME
124513001315
M?
SAMPLELOCAT .
X-SECT.LOOKINGUPSTRM.(% FROMR BANK)
25.050.075.0
DATE
IR06. .06. .06. .07. .07. .07. .08. .08. .08. .
BEDMAT.SIEVEDIAM.
% FINERTHAN
.062 MM
010
TIME
125212551258130713051302134013451350
BEDMAT.SIEVEDIAM.
% FINERTHAN
.125 MM
031
SAMPLELOCAT.
X-SECT.LOOKINGUPSTRM.(% FROMR BANK)
25.050.075.025.050.075.025.050.075.0
BEDMAT.SIEVEDIAM.
% FINERTHAN
.250 MM
081
DISCHARGE,INST.CUBICFEETPER
SECOND
903090309030558055805580600060006000
BEDMAT.SIEVEDIAM.
% FINERTHAN
.500 MM
1231
SEDI MENT, SUS PENDED (MG/L)
SEDI MENT, DIS
CHARGE, SUS
PENDED (T/DAY)
435 10600437 10700403 9830221 3330182 2740167 2520125 2030121 1960125 2030
BEDMAT.SIEVEDIAM.
BEDMAT.SIEVEDIAM.
% FINER % FINER THAN THAN
BEDMAT.SIEVEDIAM.
% FINERTHAN
BEDMAT.SIEVEDIAM.
BEDMAT.SIEVEDIAM.
FINER % FINER THAN THAN
1.00 MM 2.00 MM 4.00 MM 8.00 MM 16.0 MM
1302
2352
3403
3484
95914
02443610 TOMBIGBEE RIVER PRATT CAMP SR 5HB BELOW COLUMBUS, MS
DATE
DEC05...
FEB28...
JUN06...
AUG08...
TIME
1415
0845
1320
0930
DATE
DEC
TIME
SAM PLING DEPTH
SPE CIFIC CON DUCT ANCE
PH (STAND ARD
TEMPER ATURE WATER
OXYGEN, DIS SOLVED
OXYGEN, DIS SOLVED (PER CENT SATUR-
05...05...05...05...
FEB28...28...28...28...28...28...
JUN06...06...06...06...06...
AUG08...08...08...
COLOR(PLATINUM-COBALTUNITS)
65
20
30
14151416 5.001417 10.01418 14.0
08450846 5.000847 10.00848 15.00849 20.00850 25.0
13201321 5.001322 10.01323 15.01324 16.0
09300931 5.000932 10.0
OXYGENTRANS- DEMAND,PAR- BIO-
TUR- ENCY CHEM-BID- (SECCHI ICAL,ITY DISK) 5 DAY(NTU) (IN) (MG/L)
37 11.0 2.1
58 9.50 7.0
20 13.8 5.2
22 15.3 1.5
(FEET) (US/CM) UNITS) (DEC C) (MG/L) ATION)
98
124
120
97
125125130130
898888898888
125134130177180
149145137
COLI-FORM,FECAL,0.7UM-MF(COLS./100 ML)
7.1
7.57.47.47.37.37.4
7.77.47.16.96.9
7.37.27.2
CALCIUMDISSOLVED(MG/LAS CA)
11.010.510.510.5
7.07.07.07.07.07.0
27.026.026.024.024.0
28.528.528.0
MAGNESIUM,DISSOLVED(MG/LAS MG)
10.810.410.210.0
15.014.114.013.713.613.5
9.47.46.13.21.9
7.55.25.3
ALKALINITYLAB(MG/LAS
CAC03!
56
600
14
13
22
K2 6.2
1.2
0.90
1.2
1.6
32
27
47
17
SULFATE DIS SOLVED (MG/L
CHLO RIDE, DIS SOLVED (MG/L
FLUO- RIDE, DIS SOLVED (MG/L
AS S04) AS CL) AS F)
7.1
8.0
9.1
4.9
4.3
3.4
5.5
2.8
0.20
0.30
0.30
0.20
123
SURFACE-WATER SITES Continued
02443610 TOMBIGBEE RIVER PRATT CAMP SR 5HB BELOW COLUMBUS, MS Continued
DATE
DEC05...
FEB28...
JUN06...
AUG08...
SOLIDS,RESIDUEAT 180DEG. CDISSOLVED(MG/L)
RESIDUETOTALAT 105DEG. C,SUS
PENDED(MG/L)
NITROGEN,
N02+N03DISSOLVED(MG/LAS N)
NITROGEN,
AMMONIADISSOLVED(MG/LAS N)
NITROGEN, AMMONIA +ORGANICDIS.(MG/LAS N)
PHOSPHORUSTOTAL(MG/LAS P)
PHOSPHORUSDISSOLVED(MG/LAS P)
IRON,TOTALRECOVERABLE(UG/LAS FE)
MANGANESE,TOTALRECOVERABLE(UG/LAS MN)
PHENOLSTOTAL(UG/L)
CHLOR-APHYTO-PLANK-TON
CHROMOFLUOROM(UG/L)
CHLOR-BPHYTO-P LANK-TON
CHROMOFLUOROM(UG/L)
72 29 0.150 0.070
63 86 0.180 0.040
102 34 0.210 0.030
49 30 0.050 0.010
0.31 0.100 0.020 i
0.33 0.150 0.020 2500 120 <1
0.34 0.100 0.030 1600 190 <1
0.42 0.080 0.060 2700 470 <1
0.900
7.20
0.100
0.600
3320300882122 TTW ALICEVILLE LAKE HAIRSTON CUT
DATE
MAR 06... 06...06...07... 07...07...08... 08... 08...
TIME
131913171315123812371233131513201325
SAMPLELOCAT.
X-SECT.LOOKINGUPSTRM.(% FROMR BANK)
DISCHARGE,INST.CUBICFEETPER
SECOND
SEDIMENT,SUSPENDED(MG/L)
SEDIMENT,DIS
CHARGE,SUS
PENDED(T/DAY)
25.050.075.025.050.075.025.050.075.0
602006020060200504005040050400453004530045300
422 68600464 75400460 74800173 23500176 24000192 26100118 14400147 18000126 15400
02444157 TOMBIGBEE RIVER AT ST HWY 86 NEAR PICKENSVILLE, AL
DATE
OCT 21... 21... 21...
DEC07...07...07...
JAN12...12...12...
MAR01...01...01...
APR12...12...12...
MAY23...23...23...
JUL05...05...05...
AUG15...15...15...
TIME
111511251130
143014351440
144515001510
113011401145
095009551000
100010101015
103010351045
102010251030
SAMPLE LOCAT.
X-SECT. LOOKING UPSTRM. (% FROM R BANK)
25.0 50.0 75.0
25.0 50.0 75.0
25.0 50.0 75.0
25.0 50.0 75.0
25.0 50.0 75.0
25.0 50.0 75.0
25.0 50.0 75.0
25.0 50.0 75.0
DIS CHARGE, INST. CUBIC FEET PER
SECOND
4600 4600 4600
3500 3500 3500
54500 54500 54500
64500 64500 64500
7870 7870 7870
9570 9570 9570
26600 26600 26600
3700 3700 3700
32 39719 23622 273
28 26545 42540 378
361 53100275 40500416 61200
329 57300292 50900310 54000
13 27616 34011 234
172729
439698749
71 510050 359096 6890
8106
8010060
124
SURFACE-WATER SITES Continued
02444210 TOMBIGBEE RIVER BIG CREEK BEND NEAR PICKENSVILLE, AL
OXYGEN, SPE- DIS- CIFIC SOLVED
SAM- CON- PH TEMPER- OXYGEN, (PER- PLING DUCT- (STAND- ATURE DIS- CENT
DATE TIME DEPTH ANCE ARD WATER SOLVED SATUR- (FEET) (US/CM) UNITS) (DEC C) (MG/L) ATION)
DEC 06... 0930 ~ 70 6.7 6.5 13.2 107 06... 0931 5.00 72 6.5 6.5 12.6 06... 0932 6.00 72 6.5 6.5 12.4
FEB 28... 1210 ~ 68 7.2 9.5 12.6 110 28... 1211 5.00 68 7.1 9.0 12.5 28... 1212 10.0 68 7.0 8.0 13.2 28... 1213 15.0 68 7.1 7.0 14.0 28... 1214 17.0 68 7.1 7.0 14.1
JUN 06... 1500 -- 67 7.5 26.5 9.2 115 06... 1501 5.00 47 7.0 23.0 7.3 06... 1502 10.0 38 6.3 21.5 6.8
AUG 08... 1145 -- 64 6.6 24.0 7.1 85 08... 1146 5.00 63 6.6 23.5 6.6
OXYGEN COLI-
DATE
DEC06...
FEB28...
JDN06...
AUG08...
DATE
DEC06...
FEB28...
JUN06...
AUG08...
TIME
0930
1210
1500
1145
SOLIDS,RESIDUEAT 180DEG. CDISSOLVED(MG/L)
51
48
57
90
COLOR(PLATINUM-COBALTUNITS)
30
30
20
RESIDUETOTALAT 105DEG. C,SUS
PENDED(MG/L)
5
46
64
25
TURBIDITY(NTU)
9.0
47
18
18
NITROGEN,
N02+N03DISSOLVED(MG/LAS N)
0.110
0.120
0.150
<0.020
TRANSPARENCY
(SECCHIDISK)(IN)
24.5
9.50
12.0
17.3
NITROGEN,
AMMONIADISSOLVED(MG/LAS N)
0.030
0.020
0.030
0.010
DEMAND,BIOCHEMICAL,5 DAY(MG/L)
4.7
7.9
9.1
1.7
NITROGEN, AMMONIA +ORGANICDIS.(MG/LAS N)
<0.20
0.20
0.41
0.33
FORM,FECAL,0.7UM-MF(COLS./100 ML)
150
390
200
PHOSPHORUSTOTAL(MG/LAS P)
0.060
0.120
0.160
0.100
CALCIUMDISSOLVED(MG/LAS CA)
4.8
8.9
5.6
23
PHOSPHORUS
DISSOLVED(MG/LAS P)
<0.020
<0.020
0.040
0.020
MAGNESIUM,DIS
SOLVED(MG/LAS MG)
1.6
0.90
1.0
1.3
IRON,TOTALRECOVERABLE(UG/LAS FE)
2200
2700
1000
ALKALINITY
LAB(MG/LASCAC03)
15
19
12
54
MANGANESE,TOTALRECOVERABLE(UG/LAS MN)
160
230
170
SULFATEDISSOLVED(MG/L
AS S04)
4.7
6.6
3.9
8.3
PHENOLSTOTAL(UG/L)
<1
4
<1
<1
CHLORIDE,DISSOLVED(MG/LAS CL)
3.5
1.8
2.4
4.9
CHLOR-APHYTO-PLANK-TON
CHROMOFLUOROM(UG/L)
1.70
15.0
FLUO-RIDE,DISSOLVED(MG/LAS F)
0.10
0.20
0.30
0.10
CHLOR-BPHYTO-PLANK-TON
CHROMOFLUOROM(UG/L)
0.100
0.900
125
SURFACE-WATER SITES Continued
02444500 TOMBIGBEE RIVER NEAR COCHRANE, AL
DATE
DEC05...
FEB27...
JUN05...
AU607...
SAMPLE DIS- LOCAT. CHARGE,
X-SECT. INST. SEDI- LOOKING CUBIC MENT, UPSTRM. FEET SUS-
DATE TIME (% FROM PER PENDED R BANK) SECOND (MG/L)
OCT 21... 1250 25.0 2170 86 21... 1300 50.0 2170 20 21... 1305 75.0 2170 20
DEC 08... 1425 25.0 4380 15 08... 1430 50.0 4380 15 08... 1440 75.0 4380 16
JAN 12... 1615 25.0 55300 355 12... 1620 50.0 55300 358 12... 1630 75.0 55300 409
MAR 01... 1310 25.0 64500 325 01... 1315 50.0 64500 359 01... 1320 75.0 64500 437
APR 12... 1121 25.0 8930 11 12... 1130 50.0 8930 6 12... 1135 75.0 8930 11
MAY 23... 1105 25.0 9990 19 23... 1110 50.0 9990 26 23... 1115 75.0 9990 32
JUL 05... 1140 25.0 27200 78 05... 1150 50.0 27200 72 05... 1155 75.0 27200 64
AUG 15... 1130 25.0 3420 12 15... 1135 50.0 3420 14 15... 1140 75.0 3420 14
02446500 SIPSEY RIVER NEAR ELROD, AL
SPE CIFIC
SAM- CON- PH TEMPER-
DATE
DEC05...05...05...
FEB27...27...27...27...
JUN05...05...
AUG07...07...
TIME
0915
0940
0915
0945
TIME
091509160917
0940094109420943
09150916
09450946
DISCHARGE,INST.CUBICFEETPER
SECOND
1270
2890
215
255
PLINGDEPTH(FEET)
5.008.00
5.00
10.012.0
4.00
3.00
COLOR(PLATINUM-COBALTUNITS)
30
40
40
40
DUCT-ANCE(US /CM)
707070
52525252
8584
9091
TURBIDITY(NTU)
4.1
11
10
11
{STANDARD
UNITS)
6.26.26.2
7.36.76.46.4
6.46.4
8.47.8
TRANSPARENCY
(SECCHIDISK)(IN)
39.8
30.0
30.3
31.5
ATUREWATER(DEG C)
7.57.57.5
8.58.08.08.0
23.523.5
26.526.5
OXYGENDEMAND,BIOCHEMICAL,5 DAY(MG/L)
3.8
1.8
0.4
5.0
SEDI MENT, DIS
CHARGE, SUS
PENDED (T/DAY)
504 117 117
177 177 189
53000 53500 61100
56600 62500 76100
265145 265
512 701 863
5730 5290 4700
111 129 129
OXYGEN,DISSOLVED(MG/L)
9.99.69.6
11.912.011.310.9
6.56.4
6.05.5
COLI-FORM,FECAL,0.7UM-MF(COLS./100 ML)
130
230
470
47
OXYGEN,DIS SOLVED (PERCENTSATURATION)
82
103
77
76
CALCIUMDISSOLVED(MG/LAS CA)
4.2
3.1
6.0
7.3
MAGNESIUM,DISSOLVED(MG/LAS MG)
2.9
2.2
4.0
4.5
126
DEC05...
FEB27...
JUN05...
AUG07...
SURFACE-WATER SITES Continued
02446500 SIPSEY RIVER NEAR ELROD, AL Continued
DATE
DEC05...
FEB27...
JUN05...
AUG07...
DATE
ALKALINITY
LAB(MG/LASCAC03)
6.2
4.4
17
20
NITROGEN, AMMONIA +ORGANICDIS.(MG/LAS N)
SULFATEDISSOLVED(MG/L
AS S04)
18
13
14
16
PHOSPHORUSTOTAL(MG/LAS P)
CHLORIDE,DISSOLVED(MG/LAS CL)
2.3
1.9
2.1
2.2
PHOSPHORUSDISSOLVED(MG/LAS P)
FLUO-RIDE,DISSOLVED(MG/LAS F)
0.20
0.10
0.20
0.10
IRON,TOTALRECOVERABLE(UG/LAS FE)
SOLIDS,RESIDUEAT 180DEG. CDISSOLVED(MG/L)
60
42
65
62
MANGANESE,TOTALRECOVERABLE(UG/LAS MN)
RESIDUETOTALAT 105DEG. C,SUS
PENDED(MG/L)
<1
6
18
10
PHENOLSTOTAL(UG/L)
NITROGEN,
N02+N03DISSOLVED(MG/LAS N)
0.050
0.020
0.190
0.230
CHLOR-APHYTO-PLANK-TON
CHROMOFLUOROM(UG/L)
NITROGEN,
AMMONIADIS
SOLVED(MG/LAS N)
0.010
<0.010
0.050
0.050
CHLOR-BPHYTO-P LANK-TON
CHROMOFLUOROM(UG/L)
0.23 0.040 0.040
0.27 0.030 <0.020 1000 37
0.21 0.050 0.030 2000 500
0.23 0.040 <0.020 1700 600
0.700
1.10
0.100
0.200
02447008 TOMBIGBEE RIVER ABOVE COOKS BEND SR 5A NEAR WARSAW, AL
DATE
JAN13...13...13...13...13...13...15...15...15...17...17...17...19...19...19...19...19...19...
SAMPLE BEDLOCAT. MAT.
X-SECT. SIEVELOOKING DIAM.UPSTRM. % FINER
DATE TIME (% FROM THANR BANK) .062 MM
JAN20... 0945 25.0 020... 1000 50.0 020... 1015 75.0 0
TIME
130013051310145515001505130013051310133013401350093509320930125812571256
BEDMAT.SIEVEDIAM.
% FINERTHAN
.125 MM
010
SAMPLE LOCAT.
X-SECT.LOOKINGUPSTRM.(% FROMR BANK)
25.050.075.025.050.075.025.050.075.025.050.075.025.050.075.025.050.075.0
BEDMAT.SIEVEDIAM.
% FINERTHAN
.250 MM
158
DIS CHARGE,INST.CUBICFEETPER
SECOND
626006260062600723007230072300892008920089200
107000107000107000749007490074900669006690066900
BEDMAT.SIEVEDIAM.
% FINERTHAN
.500 MM
813
100
SEDIMENT,SUSPENDED(MG/L)
578570449
SEDI MENT,DIS
CHARGE,SUS
PENDED(T/DAY)
977009630075900
803157000612119000574112000334356394167230259666872556461
BEDMAT.SIEVEDIAM.
% FINERTHAN
1.00 MM
1615
100
8040085700949004820066400748001330013800146009930
1160011000
BED BEDMAT. MAT.SIEVE SIEVEDIAM. DIAM.
% FINER % FINERTHAN THAN
2.00 MM 4.00 MM
19 2520 29
100 100
BED BEDMAT. MAT.SIEVE SIEVEDIAM. DIAM.
% FINER % FINERTHAN THAN
8.00 MM 16.0 MM
39 7557 98
100 100
127
SURFACE-WATER SITES Continued
02447010 TOMBIGBEE RIVER COOKS BEND NEAR WARSAW, AL
OXYGEN, SPE- DIS- CIFIC SOLVED
SAM- CON- PH TEMPER- OXYGEN, (PER- PLING DUCT- (STAND- ATURE DIS- CENT
DATE TIME DEPTH ANCE ARD WATER SOLVED SATUR- (FEET) (US/CM) UNITS) (DEC C) (MG/L) ATION)
DEC
DATE
DEC06...
MAR01...
JUN07...
AUG09...
DATE
DEC06...
MAR01...
JUN07...
AUG09...
06...06...06...06...06...06...06...06...06...
MAR01...01...01...01...01...01...01...01...01...01...01...01...01...
JUN07...07...07...07...07...07...07...07...07...07...
AUG09...09...09...09...09...09...09...09...
COLOR(PLATINUM-
TIME COBALTUNITS)
1515 60
0920
0930 30
1000 30
SOLIDS, RESIDUERESIDUE TOTALAT 180 AT 105DEC. C DEC. C,DIS- SUS-SOLVED FENDED(MG/L) (MG/L)
69 20
70 372
102 70
74 15
1515 ~ 100 6.6 10.0 12.0 1061516 5.00 100 6.5 10.0 12.01517 10.0 100 6.5 9.5 12.01518 15.0 100 6.5 10.0 12.0 1519 20.0 95 6.5 9.5 12.01520 25.0 90 6.5 9.5 12.01521 30.0 90 6.5 9.5 12.01522 35.0 90 6.5 9.5 11.91523 40.0 110 6.5 9.5 11.8
0920 93 7.7 7.5 13.1 1090921 5.00 93 7.7 7.5 12.80922 10.0 93 7.7 7.5 12.60923 15.0 92 7.7 7.5 12.50924 20.0 93 7.7 7.5 12.40925 25.0 92 7.7 7.5 12.30926 30.0 91 7.7 7.5 12.10927 35.0 91 7.7 7.5 12.00928 40.0 90 7.7 7.5 12.3 0929 45.0 90 7.7 7.5 12.20930 50.0 89 7.7 7.5 12.10931 55.0 88 7.7 7.5 12.10932 60.0 88 7.7 7.5 12.1
0930 -- 134 7.0 26.0 9.3 1160931 5.00 135 7.0 26.0 8.60932 5.00 133 6.9 26.0 8.10933 5.00 133 6.9 26.0 8.10934 5.00 131 6.9 26.0 8.10935 5.00 130 6.9 26.0 8.00936 5.00 128 6.9 26.0 7.90937 5.00 128 6.9 26.0 7.90938 5.00 128 6.9 26.0 7.70939 5.00 125 6.9 26.0 7.7
1000 112 7.2 28.5 6.0 781001 5.00 113 7.0 28.5 5.71002 10.0 113 7.0 28.5 5.51003 15.0 113 7.0 28.5 5.41004 20.0 112 6.9 28.5 5.51005 25.0 111 6.9 28.5 5.41006 30.0 110 6.9 28.5 5.21007 35.0 109 6.9 28.5 5.1
OXYGEN COLI-TRANS- DEMAND, FORM, MAGNE- ALKA-PAR- BIO- FECAL, CALCIUM SIUM, LINITY SULFATE
TUR- ENCY CHEM- 0.7 DIS- DIS- LAB DIS-BID- (SECCHI ICAL, UM-MF SOLVED SOLVED (MG/L SOLVEDITY DISK) 5 DAY (COLS./ (MG/L (MG/L AS (MG/L(NTU) (IN) (MG/L) 100 ML) AS CA) AS MG) CAC03) AS S04)
15 14.0 6.7 47 8.0 1.7 18 15
190 6.50 4.8 2800 15 0.90 33 6.8
21 10.3 7.0 K82 17 1.4 114 8.5
19 17.8 6.0 K6 18 1.5 36 6.7
NITRO- NITRO- NITRO- MANGA-GEN, GEN, GEN, AM- PHOS- IRON, NESE,
N02+N03 AMMONIA MONIA + PHOS- PHORUS TOTAL TOTALDIS- DIS- ORGANIC PHORUS DIS- RECOV- RECOV-SOLVED SOLVED DIS. TOTAL SOLVED ERABLE ERABLE PHENOLS(MG/L (MG/L (MG/L (MG/L (MG/L (UG/L (UG/L TOTALAS N) AS N) AS N) AS P) AS P) AS FE) AS MN) (UG/L)
0.090 0.030 0.37 0.070 0.020 <1
0.190 0.040 0.50 0.330 0.030 7100 270
0.160 0.050 0.37 0.120 0.030 2900 260 <1
0.090 0.060 0.34 0.060 0.020 1100 110 <1
CHLO- FLUO-RIDE, RIDE,DIS- DISSOLVED SOLVED(MG/L (MG/LAS CL) AS F)
5.0 0.20
2.5 0.30
11 0.20
6.0 0.30
CHLOR-A CHLOR-BPHYTO- PHYTO-PLANK- PLANKTON TON
CHROMO CHROMOFLUOROM FLUOROM(UG/L) (UG/L)
0.800 0.100
5.30 0.400
128
SURFACE-WATER SITES Continued
02447010 TOMBIGBEE RIVER COOKS BEND NEAR WARSAW, AL Continued
DATE
JAN13...13...13...13...13...13...15...15...15...17...17...17...19...19...19...19...19...19...
SAMPLE BEDLOCAT. MAT.
X-SECT. SIEVELOOKING DIAM.UPSTRM. % FINER
DATE TIME (% FROM THANR BANK) .062 MM
JAN20... 0900 25.0 020... 0910 50.0 020... 0920 75.0 4
TIME
132513301335152515301535125012551300132013251330092709260922125412531251
BEDMAT.SIEVEDIAM.
% FINERTHAN
.125 MM
028
SAMPLELOCAT .
X-SECT.LOOKINGUPSTRM.(% FROMR BANK)
25.050.075.025.050.075.025.050.075.025.050.075.025.050.075.025.050.075.0
BEDMAT.SIEVEDIAM.
% FINERTHAN
.250 MM
345023
DISCHARGE,INST.CUBICFEETPER
SECOND
365003650036500329003290032900364003640036400495004950049500349003490034900291002910029100
BEDMAT.SIEVEDIAM.
% FINERTHAN
.500 MM
1009512
SEDIMENT,SUSPENDED(MG/L)
6256708465477008022994365232222312536891
11857
15677
BEDMAT.SIEVEDIAM.
% FINERTHAN
1.00 MM
1009514
SEDIMENT,DIS
CHARGE,SUS
PENDED(T/DAY)
61600660008340048600622007120029400429005140029700309003380064108570
111004480
123006050
BEDMAT.SIEVEDIAM.
% FINERTHAN
2.00 MM
1009616
BED BED BEDMAT. MAT. MAT.SIEVE SIEVE SIEVEDIAM. DIAM. DIAM.
% FINER % FINER % FINERTHAN THAN THAN
4.00 MM 8.00 MM 16.0 MM
100 100 10096 97 10020 23 30
325645088100700 TTW GAINESVILLE LAKE COOKS BEND CUT SR 4AD
DATE TIME
DATE TIME
SAMPLE LOCAT.
X-SECT. LOOKINGUPSTRM.(% FROMR BANK)
DIS CHARGE, INST. CUBICFEETPER
SECOND
SEDI MENT,SUSPENDED(MG/L)
SEDI MENT, DIS
CHARGE,SUS
PENDED(T/DAY)
JAN
SAMPLELOCAT.
X-SECT.LOOKINGUPSTRM.(% FROMR BANK)
13...13...13...13...13...13...15...15...15...17...17...17...19...19...19...19...19...19...
BEDMAT.SIEVEDIAM.
% FINERTHAN
.062 MM
131513201325150515101515124512501255130513101315093609390942125913041306
BEDMAT.SIEVEDIAM.
% FINERTHAN
.125 MM
25.050.075.025.050.075.025.050.075.025.050.075.025.050.075.025.050.075.0
BEDMAT.SIEVEDIAM.
% FINERTHAN
.250 MM
261002610026100394003940039400528005280052800573005730057300400004000040000378003780037800
BEDMAT.SIEVEDIAM.
% FINERTHAN
.500 MM
477528545546721630419349347192191195736168625953
BEDMAT.SIEVEDIAM.
% FINERTHAN
1.00 MM
336003720038400581007670067000597004980049500297002950030200788065907340633060205410
BED BEDMAT. MAT.SIEVE SIEVEDIAM. DIAM.
% FINER % FINERTHAN THAN
2.00 MM 4.00 MM
BED BEDMAT. MAT.SIEVE SIEVEDIAM. DIAM.
% FINER % FINERTHAN THAN
8.00 MM 16.0 MM
JAN 20... 20... 20...
081508300845
25.050.075.0
35
20
39
58
41
66
47
73
64
83
91
97
129
SURFACE-WATER SITES Continued
02448000 NOXUBEE RIVER AT MACON, MS
DATE
JAN 1989 16...
MAY 11...
DATE
OCT 1988 04...
NOV 14...
DEC 29...
JAN 1989 13... 14... 15... 16... 19... 23...
FEB 13...
MAR 05... 06... 27...
MAY 08... 09... 09... 10... 11... 11... 12...
JUN 23...
AUG 03...
SEP
TIME
1300
0900
SED.SUSP.FALLDIAM.
% FINERTHAN
.002 MM
45
53
DATE
JAN 198916...16...
MAY11...
15...
SED.SUSP.FALLDIAM.
% FINERTHAN
.004 MM
48
60
TIME
13021304
0902
TIME
1530
1355
1330
1745 1445 1310 1300 1030 1230
1300
1800 1030 1320
1450 1645 2230 0945 0900 1900 1000
0940
1000
1115
SED.SUSP.FALLDIAM.
% FINERTHAN
.008 MM
49
68
SAMPLELOCAT.
X-SECT.LOOKINGUPSTRM.(% FROMR BANK)
25.050.0
25.0
DIS CHARGE, IN ST. CUBIC FEET PER SECOND
636
636
515
6730 9030
14900 13000 6600 664
881
7310 7250 1000
2630 3340 3600 3820 4190 4170 3880
696
2230
364
SED.SUSP.FALLDIAM.
% FINERTHAN
.016 MM
51
74
BEDMAT.SIEVEDIAM.
% FINERTHAN
.062 MM
215
2
SEDI MENT, SUS PENDED (MG/L)
270
161
97
116 99 49 47 59 78
139
143 136 99
115 102 128 124 37 68 75
66
373
103
SED.SUSP.FALLDIAM.
% FINERTHAN
.031 MM
53
82
BEDMAT.SIEVEDIAM.
% FINERTHAN
.125 MM
5625
5
SEDI MENT, DIS
CHARGE, SUS
PENDED (T/DAY)
464
276
135
2110 2410 1970 1650 1050 140
331
2820 2660 267
817 920
1240 1280 419 766 786
124
2250
101
SED.SUSP.FALLDIAM.
% FINERTHAN
.062 MM
55
88
BEDMAT.SIEVEDIAM.
% FINERTHAN
.250 MM
8589
21
SED. SUSP.
SIEVE DIAM.
% FINER THAN
.062 MM
55
88
SED.SUSP.FALLDIAM.
% FINERTHAN
.125 MM
62
~
BEDMAT.SIEVEDIAM.
% FINERTHAN
.500 MM
9798
100
SED.SUSP.FALLDIAM.
% FINERTHAN
.250 MM
97
BEDMAT.SIEVEDIAM.
% FINERTHAN
1.00 MM
100100
SED. SED.SUSP. SUSP.FALL FALLDIAM. DIAM.
% FINER % FINERTHAN THAN
.500 MM 1.00 MM
100
100
130
SURFACE-WATER SITES Continued
02448500 NOXUBEE RIVER NEAR GEIGER, AL
DATE
DEC06...06...
FEB28...28...28...28...28...
JUN06...06...
AUG08...08...
DATE
DEC06.,
FEB28.,
JUN06.,
AUG08.,
TIME
1315
1500
1745
1445
13151316
15001501150215031504
17451746
14451446
DIS CHARGE, INST. CUBICFEETPER SECOND
354
5940
2270
536
5.00
5.0010.015.018.0
5.00
5.00
COLOR (PLAT INUM- COBALT UNITS)
45
70
70
180180
125126126126126
130130
114113
TUR BID ITY (NTU)
12
140
99
38
PH(STANDARD
UNITS)
7.4
7.97.97.97.98.0
7.57.5
7.37.4
TRANSPARENCY
(SECCHIDISK)(IN)
20.5
10.0
9.00
15.8
TEMPERATUREWATER(DEG C)
7.07.0
8.08.08.08.08.0
23.523.5
27.027.0
OXYGENDEMAND,BIOCHEMICAL,5 DAY(MG/L)
4.1
1.8
5.0
0.9
OXYGEN,DISSOLVED(MG/L)
13.213.6
13.611.911.410.910.9
7.66.9
6.86.0
COLI-FORM,FECAL,0.7UM-MF(COLS./100 ML)
47
K6000
~
K110
OXYGEN, DISSOLVED(PERCENTSATURATION)
108
115
90
86
CALCIUMDISSOLVED(MG/LAS CA)
22
20
20
16
MAGNE SIUM, DIS SOLVED (MG/L AS MG)
2.3
1.5
1.5
1.8
DATE
DEC06...
FEB28...
JUN06...
AUG08...
DATE
DEC06...
FEB28...
JUN06...
AUG08...
ALKALINITY
LAB(MG/LASCAC03)
SULFATEDISSOLVED(MG/L
AS S04)
CHLORIDE,DISSOLVED(MG/LAS CL)
FLUO-RIDE,DISSOLVED(MG/LAS F)
SOLIDS,RESIDUEAT 180DEG. CDISSOLVED(MG/L)
RESIDUETOTALAT 105DEG. C,SUS
PENDED(MG/L)
NITROGEN,
NO2+N03DISSOLVED(MG/LAS N)
NITROGEN,
AMMONIADIS
SOLVED(MG/LAS N)
53
46
45
37
15
12
9.1
9.5
5.0
3.4
4.1
3.6
0.20
0.50
0.30
0.20
113
98
117
81
16
196
44
45
0.200
0.170
0.530
0.180
0.010
0.030
0.010
0.020
NITROGEN, AMMONIA +ORGANICDIS.(MG/L
PHOSPHORUSTOTAL(MG/L
PHOSPHORUSDISSOLVED(MG/L
IRON,TOTALRECOVERABLE(UG/L
MANGANESE,TOTALRECOVERABLE(UG/L
PHENOLSTOTAL
CHLOR-APHYTO-PLANK-TON
CHROMOFLUOROM
CHLOR-BPHYTO-P LANK-TON
CHROMOFLUOROM
AS N) AS P) AS P) AS FE) AS MN) (UG/L) (UG/L) (UG/L)
0.39 0.120 0.040
0.46 0.290 0.040
0.41 0.250 0.060
0.28 0.110 0.050
4700
6100
2000
220
340
120
1.70
1.00
0.100
0.100
131
SURFACE-WATER SITES -Continued
02449000 TOMBIGBEE RIVER AT GAINESVILLE, AL
DATE
OCT12...
NOV16...
DEC07...
JAN10...
MAR01...15...
APR17...
MAY09...
JON07...
JUL11...
AUG09...
SEP13...
DATE
OCT12...
NOV16...
DEC07...
JAN10...
MAR01...15...
APR17...
MAY09...
JUN07...
JUL11...
AUG09...
SEP13...
TIME
0945
0930
0825
1030
14001000
1015
1000
1300
1000
1215
1000
CALCIUMDISSOLVED(MG/LAS CA)
16
1-9
13
17
169.3
11
17
19
15
15
18
DIS CHARGE,INST.CUBICFEETPER
SECOND
E1000
£6000
£5900
£32000
£74000E14500
£5400
E21500
£27600
£15400
£1700
£500
MAGNESIUM,DIS
SOLVED(MG/LAS MG)
1.7
2.0
1.6
1.4
1.01.2
1.4
1.4
1.4
1.3
1.4
1.6
SPECIFICCONDUCTANCE(US /CM)
121
150
95
110
10272
79
124
127
100
111
136
SODIUM,DISSOLVED(MG/LAS NA)
5.4
5.7
3.2
3.2
2.32.3
2.5
3.7
3.8
2.7
3.0
4.9
PH(STANDARD
UNITS)
7.4
7.6
7.2
7.3
7.37.2
7.5
7.8
7.5
7.5
7.1
7.4
SODIUMPERCENT
19
17
14
12
1014
13
14
13
12
13
16
TEMPERATUREWATER(DEC C)
20.0
17.0
10.0
9.0
8.013.5
15.0
20.0
26.0
30.0
29.0
29.5
SODIUMAD
SORPTIONRATIO
0.3
0.3
0.2
0.2
0.20.2
0.2
0.2
0.2
0.2
0.2
0.3
TURBIDITY(NTU)
16
8.5
23
46
14027
17
25
42
31
19
7.0
POTASSIUM,DISSOLVED(MG/LAS K)
2.5
2.6
2.3
2.0
1.51.3
1.3
1.9
1.9
1.7
1.7
2.0
OXYGEN,DISSOLVED(MG/L)
9.2
9.5
12.4
12.2
11.610.8
10.8
8.6
8.1
6.8
7.4
7.5
BICARBONATEWATERDIS ITFIELD
MG/L ASHC03
43
44
34
41
3825
27
46
50
46
45
51
OXYGEN, DIS
SOLVED(PERCENT
SATURATION)
101
99
110
105
98104
107
96
102
90
96
99
ALKALINITYWAT DISTOT ITFIELD
MG/L ASCAC03
35
36
28
34
3120
22
37
41
38
37
42
COLI- FORM,FECAL,0.7UM-MF(COLS./100 ML)
12
130
11
>600
420049
27
120
K30
140
K15
K19
SULFATEDISSOLVED(MG/L
AS S04)
15
16
16
17
1413
7.7
10
9.0
6.0
7.0
9.0
STREP TOCOCCIFECAL,
KF AGAR(COLS.PER
100 ML)
1
120
11
3400
8800K17
15
59
470
750
K19
30
CHLORIDE,DISSOLVED(MG/LAS CL)
7.2
11
4.7
5.7
3.83.5
3.3
5.4
6.7
3.0
5.3
8.6
HARDNESSTOTAL(MG/LASCAC03)
47
56
39
48
4428
33
48
53
43
43
52
FLUO-RIDE,DISSOLVED(MG/LAS F)
0.10
0.10
<0.10
0.10
0.100.10
0.10
0.10
0.10
0.10
0.10
0.10
132
SURFACE-WATER SITES Continued
02449000 TOMBIGBEE RIVER AT GAINESVILLE, AL Continued
DATE
OCT12...
NOV16...
DEC07...
JAN10...
MAR01...15...
APR17...
MAY09...
JUN07...
JUL11...
AUG09...
SEP13...
DATE
OCT12...
MAR01...
APR17...
AUG09...
DATE
OCT12...
MAR01...
APR17...
AUG09...
SILICA,DISSOLVED(MG/LAS
SI02)
5.9
4.6
7.0
7.3
5.25.5
6.6
5.6
5.9
7.6
6.9
4.4
ALUMINUM,DISSOLVED(UG/LAS AL)
30
100
100
10
LITHIUMDISSOLVED(UG/LAS LI)
<4
<4
<4
<4
SOLIDS,RESIDUEAT 180DEC. CDISSOLVED(MG/L)
90
84
78
112
7953
62
139
77
67
73
90
ARSENICDISSOLVED(UG/LAS AS)
1
<1
<1
<1
MANGANESE,DISSOLVED(UG/LAS MM)
<1
41
45
3
SOLIDS,SUM OFCONSTITUENTS,
DISSOLVED(MG/L)
76
83
65
74
6449
48
68
74
61
64
74
BARIUM,DISSOLVED(UG/LAS BA)
24
20
30
21
MERCURYDISSOLVED(UG/LAS HG)
<0.1
0.1
<0.1
0.4
SOLIDS,DISSOLVED(TONSPER
AC-FT)
0.12
0.11
0.11
0.15
0.110.07
0.08
0.19
0.10
0.09
0.10
0.12
BERYLLIUM,DISSOLVED(UG/LAS BE)
0.9
<0.5
<0.5
<0.5
MOLYBDENUM,DISSOLVED(UG/LAS MO)
<10
<10
<10
<10
NITROGEN,
N02+N03DISSOLVED(MG/LAS N)
0.230
0.160
<0.100
0.130
0.180<0.100
<0.100
<0.100
0.350
0.110
0.140
<0.100
CADMIUMDISSOLVED(UG/LAS CD)
<1.0
3.0
<1.0
<1.0
NICKEL,DISSOLVED(UG/LAS MI)
2
3
5
1
NITROGEN,
AMMONIADISSOLVED(MG/LAS N)
0.040
0.020
0.050
0.090
0.0600.020
0.030
<0.010
0.060
0.040
0.060
0.030
CHROMIUM,DISSOLVED(UG/LAS CR)
1
<1
<1
<1
SELENIUM,DISSOLVED(UG/LAS SE)
<1
<1
<1
<1
NITROGEN, AMMONIA +ORGANICTOTAL(MG/LAS N)
0.70
0.70
0.60
0.80
0.900.40
0.30
0.70
0.90
0.40
0.40
0.30
COBALT,DISSOLVED(UG/LAS CO)
<3
<3
<3
<3
SILVER,DISSOLVED(UG/LAS AG)
<1.0
<1.0
<1.0
<1.0
PHOSPHORUSTOTAL(MG/LAS P)
0.080
0.070
0.080
0.120
0.2500.040
0.060
0.110
0.080
0.070
0.060
0.050
COPPER,DISSOLVED(UG/LAS CU)
2
15
2
1
STRONTIUM,DISSOLVED(UG/LAS SR)
100
100
72
100
PHOSPHORUS
DISSOLVED(MG/LAS P)
0.040
0.030
0.030
0.070
0.0300.010
0.020
0.040
0.040
0.020
0.010
IRON,DIS
SOLVED(UG/LAS FE)
110
180
470
140
VANADIUM,DISSOLVED(UG/LAS V)
<6
<6
<6
<6
PHOSPHORUSORTHO,DISSOLVED(MG/LAS P)
0.020
0.010
0.010
0.050
0.0200.020
<0.010
<0.010
0.030
0.030
0.020
<0.010
LEAD,DISSOLVED(UG/LAS PB)
<5
<5
<5
<1
ZINC,DISSOLVED(UG/LAS ZN)
11
23
12
<3
1 33
SURFACE-WATER SITES Continued
02449000 TOMBIGBEE RIVER AT GAINESVILLE, AL~Continued
DATE
JAN 10. 10. 10. 21. 21. 21.
TIME
120012101220100010151030
DATE
OCT12...
NOV16...
DEC07...
JAN10...10...10...10...10...10...17...17...17...17...17...18...18...18...18...18...20...20...20...20...20...21...21...21...21...21...
MAR01...01...01...01...01...01...15...
APR17...
MAY09...
JUN07...
JUL11...
AUG09...
SEP13...
SAMPLELOCAT.
X-SECT.LOOKINGUPSTRM. %(% FROMR BANK)
25.050.075.025.050.075.0
SAMPLE DIS- SEDI- SED.LOCAT. CHARGE, MENT, SUSP.
X-SECT. INST. SEDI- DIS- SIEVELOOKING CUBIC MENT, CHARGE, DIAM.UPSTRM. FEET SUS- SUS- % FINER
TIME (% FROM PER PENDED PENDED THANR BANK) SECOND (MG/L) (T/DAY) .062 MM
0945 E1000 19 51
0930 E6000 27 437 94
0825 E5900 20 319 100
1030 E32000 79 6830 941100 16.0 E32000 77 66501110 32.0 E32000 75 64801120 48.0 E32000 83 71701125 64.0 E32000 88 76001130 80.0 E32000 84 72601235 16.0 104000 264 741001250 32.0 104000 322 904001300 48.0 104000 270 758001310 64.0 104000 275 772001320 80.0 104000 344 966000810 16.0 107000 216 62400 0820 32.0 107000 217 62700 0830 48.0 107000 204 589000840 64.0 107000 207 598000850 80.0 107000 206 59500 ~1400 16.0 54000 52 75801410 32.0 54000 48 70001415 48.0 54000 54 78701425 64.0 54000 58 84601435 80.0 54000 48 70000900 16.0 40000 49 52900905 32.0 40000 54 58300910 48.0 40000 54 58300920 64.0 40000 60 6480 0930 80.0 40000 60 6480
1400 E74000 497 99100 601500 16.0 E75000 403 816001515 32.0 E75000 405 820001520 48.0 E75000 363 735001530 64.0 E75000 390 790001540 80.0 E75000 334 676001000 E14500 21 822 93
1015 E5400 28 408 84
1000 E21500 32 1860 92
1300 -- E27600 114 8500 76
1000 E15400 50 2080
1215 E1700 27 124 94
1000 E500 12 16 97
BED BED BED BED BED BED BEDMAT. MAT. MAT. MAT. MAT. MAT. MAT.SIEVE SIEVE SIEVE SIEVE SIEVE SIEVE SIEVEDIAM. DIAM. DIAM. DIAM. DIAM. DIAM. DIAM.FINER % FINER % FINER % FINER % FINER % FINER % FINERTHAN THAN THAN THAN THAN THAN THAN062 MM .125 MM .250 MM .500 MM 1.00 MM 2.00 MM 4.00 MM
0 <1 3 14 16 20 280 <1 3 28 42 45 52
<1 <1 16 98 100 100 1000 0 5 14 16 17 200 0 7 17 18 20 290 1 19 89 99 100 100
BED BEDMAT. MAT.SIEVE SIEVEDIAM. DIAM.
% FINER % FINERTHAN THAN
8.00 MM 16.0 MM
47 9371 95
100 10029 7567 98
100 100
134
SURFACE-WATER SITES Continued
02449000 TOMBIGBEE RIVER AT GAINESVILLE, AL~Contlnued
SPECIFIC CONDUCTANCE, MICROSIEMENS PER CENTIMETER AT 25 DEC. C, WATER YEAR OCTOBER 1988 TO SEPTEMBER 1989
DAY MAX MIN MEAN
OCTOBER
12345
6789
10
1112131415
1617181920
2122232425
262728293031
187177156160155
167166161156157
156149126124122
124121124123123
153166152137159
144127133115116118
164148143145146
153150155151151
147121120120118
119117115114115
115131120114133
119117110106104101
174169147154150
159159160154155
151132123122120
122119118116119
131147138122144
130120120110109109
MONTH 187 101 136
MAX
112114116121177
190158143144143
138144189181160
165176180145152
150131149148138
12514112499
111
190
MIN
NOVEMBER
10099
105102105
144123122128128
129134136140135
143140144127141
132126131138125
111114989498
94
MEAN
107106111107135
163137130136133
133137153157149
154148149138146
144128141144131
11912410796
105
132
MAX
112111106109100
12311699
124131
96112130116119
107131133130118
11296
162119124
133130136152152145
162
MIN
DECEMBER
1081041019694
9188847981
8081808381
8285878884
848988
106111
113118128133140139
79
MEAN
11010710410197
9994919091
8988939291
9097949890
9493
109112116
121127131141145142
104
MAX
143125113109101
969794
102114
11612111310993
8072676670
8292937978
86869090
113108
MIN
JANUARY
1261141089994
9290787999
1101091069380
7167646365
6981697067
736973727497
MEAN
13611911010498
94948585
108
11311511010187
7669666467
7586847574
7875788092
101
143 63 90
FEBRUARY MARCH APRIL MAY
12345
6789
10
1112131415
1617181920
2122232425
262728293031
103109127123129
119123119117119
112103119103100
101104114123134
15213811810091
888799
95100109118115
113116114112106
1041001039787
9099
100115120
1321201019187
868583
99103117121122
116120116114112
10810210710192
94101106121127
1411291119689
878689
11096807789
9789827674
8082828081
88858798
104
122109110128128
122121131138129115
9180666678
7982766869
7377747272
7678787777
75101106107122
117111106104112107
10189736981
8686797270
7779787676
8081828588
102106108115125
119117114112118109
118122126117125
12110998
10598
9392999888
8910499
104128
116100115128114
104119112125112
106118114103103
10998898791
8989908081
8178767877
8284858483
8585879191
110120119111113
116103929696
9191959185
8686899191
8791919694
969796
10398
107118116107105
136147135127115
11110199
120119
120112106125122
127124142153148
156165174166171165
9194949594
96134127116104
101979795
106
11210298
106106
117116123135131
139146149143143136
9510610310199
112140131123108
1069898
100110
116107102116111
120121132142137
147157163155154150
MONTH 152 83 108 138 66 92 128 76 97 174 91 121
135
SURFACE-WATER SITES Continued
02449000 TOMBIGBEE RIVER AT GAINESVILLE, AL Continued
SPECIFIC CONDUCTANCE, MICROSIEMENS PER CENTIMETER AT 25 DEC. C, WATER YEAR OCTOBER 1988 TO SEPTEMBER 1989
DAY MAX MIN MEAN MAX MIN MEAN MAX MIN MEAN MAX MIN MEAN
JUNE JULY AUGUST
12345
6789
10
1112131415
1617181920
2122232425
262728293031
158160165158146
133137147149131
121132111111129
132132127121123
145128122114119
119127125123132
142134142142132
116117136132115
11211210097
110
127124122114112
1171171069695
1131141149394
150142154152140
126127141141121
116118107100119
130129125117117
130122114109103
116121119108110
130116118104122
13212095
113114
9796988588
8781798178
1141081109598
11095889192
SEPTEMBER
MONTH 165 93 124
DAY MAX
TEMPERATURE, WATER (DEC. C), WATER YEAR OCTOBER 1988 TO SEPTEMBER 1989
MIN MEAN MAX MIN MEAN MAX MIN MEAN
OCTOBER
12345
6789
10
1112131415
1617181920
2122232425
262728293031
21.025.025.024.023.0
22.522.021.521.021.0
20.520.520.019.519.5
19.520.020.019.519.0
18.517.518.518.516.5
18.018.518.017.517.516.0
19.522.522.023.522.5
21.520.520.020.520.0
17.519.019.018.518.0
18.018.518.018.017.5
17.512.07.0.5.5
.5
.5
.5
.5
.5
.5
20.524.523.523.523.0
22.021.521.020.520.5
20.020.019.519.519.0
19.019.519.519.018.5
18.016.015.06.0
12.0
14.016.515.013.015.512.5
NOVEMBER
15.516.517.518.518.0
15.517.516.517.017.0
17.517.017.016.517.0
17.517.016.517.017.0
16.516.015.014.514.5
14.514.514.513.513.0
.5
.5
.5
.5
.5
.5
.513.013.016.0
14.016.515.515.516.5
17.016.015.516.516.5
16.015.014.514.514.0
14.014.513.513.012.5
8.53.55.5
16.010.0
1.515.514.015.017.0
15.517.016.516.016.5
17.016.516.516.517.0
16.515.515.014.514.5
14.514.514.013.013.0
DECEMBER
MONTH 25.0 .5 18.5 18.5 .5 14.0
12.512.011.511.011.0
10.511.010.510.510.0
9.59.59.59.59.5
9.58.58.58.59.0
9.09.5
10.511.010.5
11.011.011.511.511.511.0
12.5
12.011.511.010.510.5
9.510.010.09.59.5
9.09.08.59.09.0
8.57.57.07.58.0
8.59.09.5
10.010.5
10.510.511.011.011.010.5
7.0
12.512.011.511.010.5
10.010.510.510.010.0
9.59.59.09.09.5
9.08.58.58.08.5
9.09.09.5
10.510.5
10.511.011.511.511.011.0
10.0
MAX
11.010.010.010.010.0
10.511.011.011.010.5
10.011.011.511.511.5
10.510.09.59.59.5
9.09.09.09.09.5
9.510.010.510.511.512.0
12.0
MIN
JANUARY
10.09.5
10.010.09.5
10.010.011.010.510.0
9.510.011.011.510.5
10.09.59.09.09.0
9.09.08.59.09.0
9.59.5
10.010.010.511.5
8.5
MEAN
10.510.010.010.010.0
10.010.511.011.010.5
10.010.511.011.511.0
10.09.59.59.09.0
9.09.09.09.09.0
9.510.010.010.511.011.5
10.0
136
DAY MAX
SURFACE-WATER SITES Continued
02449000 TOMBIGBEE RIVER AT GAINESVILLE, AL Continued
TEMPERATURE, WATER (DEC. C), WATER YEAR OCTOBER 1988 TO SEPTEMBER 1989
MIN MEAN MAX MIN MEAN MAX MIN MEAN
FEBRUARY
12345
6789
10
1112131415
1617181920
2122232425
262728293031
12.513.013.513.012.5
12.010.07.57.06.0
6.06.57.58.5
10.0
11.512.012.012.012.0
11.511.010.59.58.0
7.07.07.5
11.512.513.012.512.0
10.07.57.06.05.5
5.56.06.57.58.5
10.011.511.511.511.0
11.010.59.58.07.5
7.07.07.0
12.012.513.013.012.5
11.58.57.06.56.0
6.06.07.08.09.0
10.511.512.012.011.5
11.011.010.08.57.5
7.07.07.5
MARCH
8.08.59.09.5
11.5
12.011.010.09.09.0
9.511.012.013.014.5
15.016.016.517.017.5
17.516.515.014.013.5
13.514.015.016.017.017.0
7.58.08.59.09.5
11.010.09.08.58.5
9.09.5
11.012.013.5
14.515.015.516.516.5
16.515.014.013.013.0
13.013.514.015.016.017.0
8.08.08.59.0
10.5
11.510.59.58.58.5
9.510.011.512.514.0
15.015.516.016.517.0
17.016.014.513.513.0
13.514.014.515.516.517.0
APRIL
MONTH 13.5 5.5 9.5 17.5 7.5 12.5
17.017.017.517.517.5
17.016.516.015.514.5
14.013.514.014.014.5
15.516.017.017.518.5
18.519.019.521.521.5
22.022.522.522.523.0
23.0
17.017.017.017.017.0
16.516.015.514.513.5
13.513.013.014.014.0
14.515.015.516.517.0
17.518.018.519.020.0
20.521.021.522.022.0
13.0
17.017.017.017.517.5
16.516.015.515.014.0
13.513.513.514.014.5
15.015.516.517.017.5
18.018.519.020.020.5
21.022.022.022.522.5
17.5
MAX
23.523.523.023.022.5
22.020.520.020.020.0
20.020.019.519.519.0
19.019.520.020.521.5
22.022.523.023.524.5
25.026.026.526.527.027.5
MIN
MAY
22.522.523.022.022.0
21.020.019.520.019.5
19.519.519.518.518.5
18.519.019.019.520.5
21.522.022.523.023.5
24.024.025.025.525.526.5
MEAN
23.023.023.022.522.0
21.520.520.020.020.0
19.519.519.519.019.0
19.019.019.520.521.0
21.522.523.023.524.0
24.525.025.526.026.526.5
27.5 18.5 22.0
JUNE JULY AUGUST SEPTEMBER
12345
6789
10
1112131415
1617181920
2122232425
262728293031
28.028.028.026.527.0
26.526.026.025.024.0
24.025.025.526.025.5
25.024.024.524.525.0
25.526.026.026.526.5
27.027.027.527.528.0
26.527.027.026.026.0
26.025.524.523.523.5
23.524.025.025.525.0
24.023.524.024.024.5
25.025.526.026.026.0
26.526.026.527.027.0
27.027.527.526.526.5
26.526.025.524.023.5
24.024.525.025.525.5
24.524.024.024.525.0
25.526.026.026.026.5
26.526.527.027.527.5
27.527.026.526.026.0
26.527.027.027.527.5
26.026.526.026.026.0
26.026.026.527.027.0
27.027.026.026.026.0
26.026.527.027.027.0
MONTH 28.0 23.5 25.5
137
SURFACE-WATER SITES Continued
323704087542400 TTW DEMOPOLIS LAKE ABOVE RATTLESNAKE BEND SR 12CA
DATE
JAN21...21...21...
TIME
100010151030
Dl
JAN 14. 14. 14. 16. 16. 16. 18. 18. 18. 20. 20. 20. 21. 21. 21.
SAMPLE I LOCAT. I
X-SECT. s:LOOKING D UPSTRM. % I (% FROM R BANK) .0
SAMPLE DIS- LOCAT. CHARGE,
X-SECT. INST. LOOKING CUBIC UPSTRM. FEET
\TE TIME (% FROM PER R BANK) SECOND
1325 25.0 78500 1330 50.0 78500 1335 75.0 78500 1245 25.0 101000 1248 50.0 101000 1250 75.0 101000 1230 25.0 118000 1228 50.0 118000 1225 75.0 118000 1115 25.0 103000 1120 50.0 103000 1125 75.0 103000 0920 25.0 66800 0925 50.0 66800 0930 75.0 66800
5ED BED BED BED 4AT. MAT. MAT. MAT. CEVE SIEVE SIEVE SIEVE [AM. DIAM. DIAM. DIAM. "INER % FINER % FINER % FINER % DHAN THAN THAN THAN 52 MM .125 MM .250 MM .500 MM 1
25.050.0 175.0 <1
181
8954
90
100
SEDI MENT,
SEDI- DIS- MENT, CHARGE, SUS- SUS PENDED PENDED (MG/L) (T/DAY)
730155000 527112000 1060225000 475130000 535146000 803219000 298 94900 337107000 544173000 131 36400 192 53400 202 56200 91 16400
117 21100 182 32800
BED BED MAT. MAT. SIEVE SIEVE DIAM. DIAM. FINER % FINER % THAN THAN .00 MM 2.00 MM 4
91
100
93
100
BED BED BED MAT. MAT. MAT. SIEVE SIEVE SIEVE DIAM. DIAM. DIAM. FINER % FINER % FINER THAN THAN THAN .00 MM 8.00 MM 16.0 MM
95
100
98
100
100100
323653087540800 TTW DEMOPOLIS LAKE RATTLESNAKE BEND SR RB1
DATE
JAN 14. 14. 14. 16. 16. 16. 18. 18. 18. 20. 20.20.21. 21. 21.
TIME
SAMPLELOCAT.
X-SECT.LOOKINGUPSTRM.(% FROMR BANK)
DISCHARGE,INST.CUBICFEETPER
SECOND
SEDIMENT,SUSPENDED(MG/L)
SEDIMENT,DIS
CHARGE,SUS
PENDED(T/DAY)
131213101306133513401345122012171215105511001105094009450955
25.050.075.025.050.075.025.050.075.025.050.075.025.050.075.0
421004210042100368003680036800468004680046800417004170041700250002500025000
829 94200770 87500761 86500569 56500543 54000460 45700317 40100355 44900293 37000100 1130077 867086 9680
102 6890102 689095 6410
DATE
JAN21...21...21...
TIME
120012151230
SAMPLELOCAT.
X-SECT.LOOKINGUPSTRM.(% FROMR BANK)
25.050.075.0
BEDMAT.SIEVEDIAM.
% FINERTHAN
.062 MM
100
BEDMAT.SIEVEDIAM.
% FINERTHAN
.125 MM
902
BEDMAT.SIEVEDIAM.
% FINERTHAN
.250 MM
7047
BEDMAT.SIEVEDIAM.
% FINERTHAN
.500 MM
99818
BEDMAT.SIEVEDIAM.
% FINERTHAN
1.00 MM
1009914
BEDMAT.SIEVEDIAM.
% FINERTHAN
2.00 MM
1009928
BEDMAT.SIEVEDIAM.
% FINERTHAN
4.00 MM
10010054
BEDMAT.SIEVEDIAM.
% FINERTHAN
8.00 MM
10010080
BEDMAT.SIEVEDIAM.
% FINERTHAN
16.0 MM
10010097
138
SURFACE-WATER SITES Continued
323642087541800 TTW DEMOPOLIS LAKE RATTLESNAKE CUT SR 12CB
DATE
JAN 21... 21... 21...
DATE TIME
SAMPLE DIS- LOCAT. CHARGE,
X-SECT. INST. LOOKING CUBIC UPSTRM. FEET (% FROM PER R BANK) SECOND
SEDI MENT,
SEDI- DIS- MENT, CHARGE, SUS- SUS PENDED FENDED (MG/L) (T/DAY)
JAN
SAMPLELOCAT.
X-SECT.LOOKINGOPSTRM.
TIME (% FROMR BANK)
1100 25.01115 50.01130 75.0
14..14..14..16..16..16..18..18..18..20..20..20..21..21..21..
BEDMAT.SIEVEDIAM.
% FINERTHAN
.062 MM
0
<1
125012551300131513201325123012331235104610491050090009050910
BEDMAT.SIEVEDIAM.
% FINERTHAN
.125 MM
1
10
25.0 3640050.0 3640075.0 3640025.0 6420050.0 6420075.0 6420025.0 7160050.0 7160075.0 7160025.0 6100050.0 6100075.0 6100025.0 4180050.0 4180075.0 41800
BED BEDMAT. MAT.SIEVE SIEVEDIAM. DIAM.
% FINER % FINERTHAN THAN
.250 MM .500 MM
9 12
99 100
02467001 TOMBIGBEE RIVER BELOW DEMOPOLIS
DATE
DEC07...07...07...07...07...07...
MAR02...02...02...02...02...02...02...02...02...02...02...02...02...
JUN08...08...08...08...08...08...08...08...
AUG10...10...10...10...10...
TIME
121512161217121812191220
1400140114021403140414051406140714081409141014111412
07450746074707480749075007510752
08300831083208330834
SAMPLINGDEPTH(FEET)
5.00
10.015.020.025.0
5.00
10.015.020.025.030.035.040.045.050.055.060.0
5.00
10.015.020.025.030.033.0
5.00
10.015.020.0
SPECIFICCON- PHDOCT- (STAND-ANCE ARD(OS/CM) UNITS)
190 6.9190 7.1200 7.1200 7.2200 7.2200 7.2
124 7.7123 7.5122 7.5122 7.5122 7.6122 7.5123 7.6123 7.5122 7.5121 7.5121 7.5120 7.5120 7.5
144 7.3143 7.3143 7.3142 7.2141 7.3140 7.3139 7.3138 7.3
136 7.4136 7.4136 7.4135 7.4135 7.4
792 77800809 79500986 96900500 86700533 92400767133000367 70900382 73800530102000209 34400212 34900283 4660089 10000
118 13300179 20200
BED BEDMAT. MAT.SIEVE SIEVEDIAM. DIAM.
% FINER % FINERTHAN THAN
1.00 MM 2.00 MM
16 22 100 100
LOCK AND DAM, AL
TEMPER- OXYGEN,ATURE DIS-WATER SOLVED(DEG C) (MG/L)
12.5 12.412.5 11.213.0 11.012.5 11.012.5 11.212.5 11.1
9.0 13.58.5 13.48.5 13.08.5 12.98.5 12.98.5 12.98.5 12.88.5 12.98.5 12.88.5 12.88.5 12.58.5 12.78.5 12.7
27.0 8.027.0 7.627.0 7.627.0 7.927.0 7.627.0 7.627.0 7.727.0 7.6
29.5 7.629.5 7.129.5 7.029.5 6.729.5 6.6
BEDMAT.SIEVEDIAM.
% FINERTHAN
4.00 MM
31 100
OXYGEN,DISSOLVED(PERCENTSATURATION)
116
117
102
100
BED BEDMAT. MAT.SIEVE SIEVEDIAM. DIAM.
% FINER % FINERTHAN THAN
8.00 MM 16.0 MM
54 92
100 100
139
SURFACE-WATER SITES Continued
02467001 TOMBIGBEE RIVER BELOW DEMOPOLIS LOCK AND DAM, AL Continued
DATE
DEC07.,
MAR02.,
JUN08.,
AUG10.,
TIME
1215
1400
0745
0830
DIS CHARGE,
IN ST. CUBICFEETPER SECOND
10600
124000
35000
6090
COLOR (PLAT INUM- COBALT UNITS)
35
30
30
DATE
DEC07.,
MAR02.,
JUN08.,
AUG10.,
DATE
DEC07...
MAR02...
JUN08...
AUG10...
ALKA LINITY
LAB (MG/L AS CAC03)
39
30
41
34
NITRO GEN, AM MONIA + ORGANICDIS.(MG/LAS N)
0.26
0.34
0.29
0.20
SULFATE DIS SOLVED (MG/L
AS S04)
30
22
15
21
PHOS PHORUS TOTAL (MG/L AS P)
0.070
0.270
0.090
0.050
TUR BID ITY (NTU)
8.3
160
21
18
CHLO RIDE, DIS SOLVED (MG/L AS CL)
5.0
3.0
5.7
5.3
PHOS PHORUS DIS SOLVED (MG/L AS P)
0.040
0.020
0.030
0.020
TRANS PAR ENCY
(SECCHIDISK) (IN)
18.0
4.50
9.00
17.0
OXYGEN DEMAND, BIO CHEM ICAL, 5 DAY (MG/L)
4.0
1.7
3.1
1.8
COLI- FORM, FECAL, 0.7 UM-MF (COLS./ 100 ML)
170
K3200
190
K4
CALCIUM DIS SOLVED (MG/L AS CA)
17
14
18
17
MAGNE SIUM, DIS
SOLVED (MG/L AS MG)
4.5
2.9
2.5
3.7
FLUO- RIDE, DIS SOLVED (MG/L AS F)
0.20
0.40
0.30
0.20
IRON, TOTAL RECOV ERABLE (UG/L AS FE)
7400
2000
800
SOLIDS, RESIDUE AT 180
RESIDUE TOTAL AT 105
DEG. C DEG. C,DIS SOLVED (MG/L)
114
83
99
84
SUS PENDED (MG/L)
12
314
56
14
NITRO GEN,
NO2+NO3DIS
SOLVED (MG/L
AS N)
0.350
0.400
0.160
0.290
NITRO GEN,
AMMONIADIS SOLVED (MG/L AS N)
0.030
0.050
0.050
0.050
MANGANESE,TOTALRECOVERABLE(UG/LAS MN)
PHENOLSTOTAL(UG/L)
CHLOR-APHYTO-P LANK-TON
CHROMOFLUOROM(UG/L)
CHLOR-BPHYTO-P LANK-TON
CHROMOFLUOROM(UG/L)
400
150
90
0.700
4.40
0.100
0.300
02469762 TOMBIGBEE RIVER BELOW COFFEEVILLE LOCK AND DAM, AL
DATE
OCT20...
FEE23...
APR13...
AUG17...
TIME
DIS CHARGE, INST. CUBIC FEET PER
SPE CIFIC CON DUCT ANCE
PH TEMPER-(STAND- ATUREARD WATER
SECOND (US/CM) UNITS) (DEG C)
DATE
OCT20...
FEB23...
APR13...
AUG17...
1025 4910 238
1040 67200 128
1020 62800 132
1000 4620 146
MAGNE SIUM, SODIUM, DIS- DIS SOLVED SOLVED (MG/L (MG/L SODIUM AS MG) AS NA) PERCENT
4.8
2.9
3.0
2.9
18
5.4
5.0
8.6
34
17
18
27
7.6
7.3
7.3
7.4
21.0
9.0
15.0
29.0
TUR BID ITY (NTU)
11
77
39
16
OXYGEN,DISSOLVED(MG/L)
OXYGEN,DISSOLVED(PERCENTSATURATION)
COLI-FORM,FECAL,0.7UM-MF(COLS./100 ML)
STREPTOCOCCIFECAL,
KF AGAR(COLS.PER
100 ML)
9.3
11.8
9.0
8.0
104
101
89
104
K160
26
SODIUMAD
SORP TION
RATIO
0.9
0.3
0.3
0.5
BICAR- POTAS- BONATESIUM, WATERDIS- DIS ITSOLVED FIELD(MG/L MG/L AS MG/L ASAS K) HC03 CAC03
2.7
1.6
1.6
1.8
ALKA LINITYWAT DIS SULFATE TOT ITFIELD
61
43
38
44
50
35
31
36
DIS SOLVED (MG/L
AS S04)
34
29
16
17
CHLO RIDE, DIS SOLVED (MG/L
AS CL)
17
7.9
4.3
9.1
13
710
270
32
HARD NESS TOTAL (MG/L AS CACO3)
72
57
47
50
FLUO- RIDE, DIS SOLVED (MG/L AS F)
0.10
0.10
0.10
0.10
CALCIUM DIS SOLVED (MG/L AS CA)
21
18
14
15
SILICA, DIS SOLVED (MG/L AS
SI02)
5.7
7.2
8.0
7.1
140
SURFACE-WATER SITES Continued
02469762 TOMBIGBEE RIVER BELOW COFFEEVILLE LOCK AND DAM, AL~Continued
DATE
OCT20...
FEB23...
APR13...
AUG17...
DATE
OCT20...
FEB23...
APR13...
AUG17...
DATE
OCT20...
FEB23...
APR13...
AUG17...
if
SOLIDS,RESIDUEAT 180DEC. CDISSOLVED(MG/L)
141
163
84
100
ARSENICDISSOLVED(UG/LAS AS)
1
1
<1
1
MERCURYDISSOLVED(UG/LAS HG)
<0.1
<0.1
0.1
<0.1
SOLIDS, NITRO- NITRO- NITRO- PHOS-SUM OF SOLIDS, SOLIDS, GEN, GEN, GEN, AM- PHOS- PHORUSCONSTI- DIS- DIS- N02+N03 AMMONIA MONIA + PHOS- PHORUS ORTHO,TUENTS, SOLVED SOLVED DIS- DIS- ORGANIC PHORUS DIS- DIS-
DIS- (TONS (TONS SOLVED SOLVED TOTAL TOTAL SOLVED SOLVEDSOLVED PER PER (MG/L (MG/L (MG/L (MG/L (MG/L (MG/L(MG/L) AC-FT) DAY) AS N) AS N) AS N) AS P) AS P) AS P)
135 0.19 1870 0.300 0.010 0.70 0.040 0.030 0.020
97 0.22 29600 0.290 0.090 0.30 0.200 0.050 0.070
72 0.11 14200 0.220 0.050 0.50 0.070 0.030 <0.010
85 0.14 1250 0.250 0.030 0.40 0.060 0.020 0.010
BERYL- CHRO-BARIUM, LIUM, CADMIUM MIUM, COBALT, COPPER, IRON, LEAD, LITHIUMDIS- DIS- DIS- DIS- DIS- DIS- DIS- DIS- DISSOLVED SOLVED SOLVED SOLVED SOLVED SOLVED SOLVED SOLVED SOLVED(UG/L (UG/L (UG/L (UG/L (UG/L (UG/L (UG/L (UG/L (UG/LAS BA) AS BE) AS CD) AS CR) AS CO) AS CU) AS FE) AS PB) AS LI)
39 <0.5 1.0 <1 <3 2 180 <5 8
43 <0.5 <1.0 <1 <3 2 1300 <5 <4
30 <0.5 3.0 <1 <3 7 350 <5 <4
27 <0.5 <1.0 <1 <3 <1 150 <1 <4
SEDI-MOLYB- SELE- STRON- VANA- MENT,DENUM, NICKEL, NIUM, SILVER, TIUM, DIUM, ZINC, SEDI- DIS-DIS- DIS- DIS- DIS- DIS- DIS- DIS- MENT, CHARGE,SOLVED SOLVED SOLVED SOLVED SOLVED SOLVED SOLVED SUS- SUS-(UG/L (UG/L (UG/L (UG/L (UG/L (UG/L (UG/L FENDED FENDEDAS MO) AS NI) AS SE) AS AG) AS SR) AS V) AS ZN) (MG/L) (T/DAY)
<10 <1 <1 <1.0 120 <6 14 7 90
<10 <1 <1 <1.0 110 <6 41 229 41500
<10 <1 <1 <1.0 89 <6 8 178 30200
<10 <1 <1 <1.0 92 <6 7 19 237
GROSS GROSS GROSS GROSS GROSS GROSS RADIUMALPHA, ALPHA, BETA, BETA, BETA, BETA, 226, URANIUMDIS- SUSP. DIS- SUSP. DIS- SUSP. DIS- NATURALSOLVED TOTAL SOLVED TOTAL SOLVED TOTAL SOLVED, DIS-(UG/L (UG/L (PCI/L (PCI/L (PCI/L (PCI/L RADON SOLVED
ALUMINUM,DISSOLVED(UG/LAS AL)
10
930
70
40
MANGANESE,DISSOLVED(UG/LAS MN)
11
160
12
15
SED.SUSP.
SIEVEDIAM.
% FINERTHAN
.062 MM
99
76
65
99
DATE AS AS AS AS AS SR/ AS SR/ METHOD (UG/L
FEB23..
AUG17..
U-NAT) U-NAT) CS-137) CS-137) YT-90) YT-90) (PCI/L) AS U)
4.0 10 2.0 6.2 1.7 5.6 0.04 0.14
<0.4 1.5 4.0 1.2 3.2 1.0 0.10 0.36
141
SURFACE-WATER SITES Continued
02469762 TOMBIGBEE RIVER BELOW COFFEEVILLE LOCK AND DAM, AL Continued
SPECIFIC CONDUCTANCE, MICROSIEMENS PER CENTIMETER AT 25 DEC. C, WATER YEAR OCTOBER 1988 TO SEPTEMBER 1989ONCE-DAILY
DAY OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP
12345
6789
10
1112131415
1617181920
2122232425
262728293031
MEAN
WTR YR
210222198192190
187173168162158
162160178176181
180179188192190
191190177200189
210216235 222214
190
1989
210205164165151
155161192174176
178176197176182
180180170175158
160163167168164
160153148148146
170
MEAN
167164160152155
153156152ISO154
158165164168
173144145147184
195194196160162
148145148149150142
160
136
TEMPERATURE,
121135138129139
131127124123
146131
131 11410093
9197
112105116
115115116125112116
119
MAX
WATER (DEG.
117110122123
103124129138141
142140141150161
146138132123130
118128132130130
111122113
129
235
C) , WATER
11712211597
10211710710495
9291
115101107
124125117116125
111110109107107
109110101 98
117
109
MIN
97108112115111
11011812173
118
79122134154164
130126132142140
138140140142143
144143144143145
128
73
YEAR OCTOBER 1988
143133138141149
150 137
142149142133138
134136128121124
150 138
140143142141144143
139
145145146151146
161160144135131
138148 146149
___ 148
140141167190206
175145
92
122
12612212510986
8280807878
7978738078
7884908886
8787979796
91
102107106104111
10510396
11097
85104105101109
11410097
104109
114117120120126
125125122121124118
110
115124123118123
124127129136133
128128139135134
132131132133132
128121122121128
138136130128126
128
TO SEPTEMBER 1989ONCE-DAILY
DAY
12345
6789
10
1112131415
1617181920
2122232425
262728293031
MEAN
WTR YR
OCT
28.028.027.525.025.0
25.024.024.023.523.5
24.024.022.022.022.0
22.022.021.521.521.0
21.021.021.021.021.0
21.021.021.5 21.019.5
23.0
1989
NOV
20.019.519.520.520.0
20.019.520.019.519.0
19.019.019.020.020.0
20.020.020.020.019.0
18.518.017.517.017.0
17.017.016.016.016.0
19.0
MEAN
DEC
15.014.014.014.014.0
14.014.014.014.014.0
13.012.012.012.0
12.012.012.012.012.0
12.0' 12.0
12.012.013.0
13.013.013.012.013.013.0
13.0
20.5
JAN
13.012.513.012.012.0
15.012.012.0
12.012.0
__
12.011.012.0
11.011.011.011.012.0
12.012.012.011.513.013.0
MAX
FEB
___14.514.013.513.5
13.013.012.012.010.0
10.010.010.011.012.0
12.012.012.012.012.5
14.013.012.012.011.0
10.511.011.0
12.0
32.5
MAR
___9.5
10.011.011.5
11.012.011.012.012.0
13.013.014.015.015.0
16.016.016.016.017.0
17.017.017.016.016.0
16.017.016.0 17.017.0
14.5
MIN
APR
17.518.018.018.519.0
18.518.019.016.015.0
15.015.015.015.016.0
16.017.017.018.018.0
18.018.019.019.020.0
21.522.022.022.022.5
18.0
9.5
MAY
22.523.023.023.023.0
23.0
23.0
22.022.021.522.022.0
21.522.024.023.022.0
23.0 24.0
24.525.525.527.026.526.0
23.5
JUN
27.027.028.028.028.0
28.028.027.026.527.0
27.026.5
27.026.0
___
26.0
26.026.027.026.527.0
27.026.5
JUL
_ _
26.026.0
26.026.026.026.026.0
27.027.527.027.027.5
27.528.028.028.028.0
28.027.528.028.028.0
28.028.029.029.029.029.0
27.5
AUG
29.029.030.030.030.0
30.530.030.030.030.0
29.030.029.529.030.0
30.030.030.030.030.0
30.030.031.031.031.0
31.031.031.031.031.032.0
30.0
SEP
32.032.031.531.032.5
31.031.031.031.531.0
31.031.029.530.029.0
29.029.029.029.029.0
29.029.029.027.026.0
26.025.025.025.025.0
29.0
142
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