HYDROLOGIC MONITORING IN THE AREA OF THE TENNESSEE-TOMBIGBEE

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.






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.


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


HOALVM211EUTW211EUTW211GORD211EUTW

211GORD211EUTW211GORD211EUTW211EUTW

110ALVM211GORD211EUTW110ALVM110ALVM

211EUTW211EUTW110ALVM110ALVM110ALVM


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


LOCALNUMBER OWNER

PRINCIPALAQUIFER

LANDNET

LOCATIONDATE

COMPLETED


DEPTHOF WELL(FEET)

CASINGDIAMETER

(INCHES)


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


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


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


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


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


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

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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

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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

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IN

FE

ET

BE

LOW

LA

ND

SU

RF

AC

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I

o 3D

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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

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IN

FE

ET

BE

LOW

LA

ND

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AC

E

CO

00

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o 33

O

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33

>

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Tl m

m CO

CO m

m CD Q

co

m

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CO m 33 I o m

<n

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o

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m- D

o

m

"" i

CO

O m i - § o

m

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m <o a

m

i i

i i

o

m G> _*

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m

CO

WA

TE

R L

EV

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IN

FE

ET

BE

LOW

LA

ND

SU

RF

AC

E

O)

CO

I O

3D

O o "U

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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

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o

m-

o

1053

hi m o

m o

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8

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o»

<n

2

o

m

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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

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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

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l\i

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8

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m o

m 3 § 2| o 3)

o

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o

m

TJ

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LLJ O < LL. DC ID COOz

OLLJ CO

LLJ LJJ LL.

LJJ >LJJ

LX LJJ

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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

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BE

LOW

LA

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SU

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AC

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CO

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WA

TE

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IN

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EI O

33

O

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> o CO o -n m m CO

CO m

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m

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85i

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CO

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m

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CO o

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LO

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WATER LEV

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IN FEET BELOW LAND SURFACE

CJI

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no CO O

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O m- O

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WA

TE

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O)

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m OT Q

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m [I

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m

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LJJ O

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gLJJ CO

LLJ LJJ Li.

LJJ

LJJ_JCC LJJ

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0

5

10

15

20

25

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-15

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-5

0

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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


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


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


47

LJJO

LJLcrIDCOoz

§o_JLJUCDh-LJU LJULJLZ

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0

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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

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Hi M ""

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USCE BF1 73-75 DEPTH 51 FT. 21 1GORD

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\ 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


48

LJJO

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; 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

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6

8

10

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-10

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1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

~ ^^^\ r^^^ ̂ ^r -

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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


49

WA

TE

R L

EV

EL,

IN

FE

ET

BE

LOW

LA

ND

SU

RF

AC

E

01 o

I O

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O

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CO m

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m

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m 8 31

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IN FEE

T BELOW LAN

D SURFACE

O

33

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z

m CD

m

m gj

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m O CO

CD m 3D m

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m

a

m

hi

o > 2

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TJ ro o >

LLJ O <LLCCZ> COO

gLJJ CD

tDLJJ LL

LJJ

LLJ

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-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


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


52

LJJ O < LJL OC ID COQ

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-5

0

5

10

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20


USCE 89B DEPTH 45 FT. 211MCSN I I I I I I I I I I I I I I I I


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


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

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1970 1975 1980 1985 1990


53

LJJ O

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gLLJ CD

LLJ LLJ LJL

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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


54

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WA

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30

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I I I I 1^ I I I \ I I I I I I I I I I T

USCE 105A DEPTH 64 FT. 211EUTW I I I I I I I I I I I I I I I I I I I I


USCE101A DEPTH 90 FT. 211EUTWi i i i i

-5

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10

15

20

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USCE 102A DEPTH 50 FT. 211 EUTW 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


65

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-5

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1 I I I I I I I I I I I I I I I I I I I

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I I I I 1 I I I I I I I I I I I I I \

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-5

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USCE 101B DEPTH 20 FT. 110TRCS 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


66

LU O <LLocID COQ

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30

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20

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70

26

28

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32

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I I I I I I I I I I I I T 1 I I I T

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i i iir r i. i iiii i i i i i i

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USCE AB12 DEPTH 90 FT. 211EUTW i i i i i i i i i


USCE AB1 DEPTH 80 FT. 211 EUTW 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


67

WA

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5

10

15

20


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


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


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


SECOND

268

953


193

254

SEDI MENT, DIS

CHARGE, SUS

PENDED (T/DAY)

140

654

DATE

MAY05...

JUN16...

TIME

1300

1415


SECOND

1510

499


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


SECOND

446

1030


SEDI MENT, DIS

CHARGE, SUS

PENDED (T/DAY)

DATE TIME

145 175

282 784

MAY05...

JUN16...


SECOND

1530 1840

1115 918


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


SECOND


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


SECOND

1340076501590

940

755

1850


SEDI MENT, DIS

CHARGE, SUS

PENDED (T/DAY)

347 12600197 4070267 1150

129

140

110

327

285

549

1 12


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


SECOND

6.6

933

752

125026806480681044102140

7342


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


SECOND

102171145

103159334437477518

417032501210


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


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...


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


44

23

28

38


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


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,


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


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



.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


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


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


AS 504)

18

5.6

6.8

8.6


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


0.20

0.20

0.30

0.20


4600

4300

950

.0

.40

.40

.2

SOLIDS,RESIDUEAT 180DEC. CDISSOLVED(MG/L)

125

52

95

90


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,


0.160

0.040

0.100

<0.010


CHROMOFLUOROM(UG/L)

1.20

<0.500

1.80

28.0

.8 116

.80 23

.2 40

.9 15


0.81

0.36

0.68

0.22


CHROMOFLUOROM(UG/L)

<0.100

<0.900

<0.400

2.20

1 16


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...


02441000 TIBBEE CREEK NEAR TIBBEE, MS Continued

DATE

DEC13...

MAR01...

JUN07...

AUG10...

DATE


K37

E2000

K110

K170

NITROGEN,

AMMONIADIS

SOLVED(MG/LAS N)


45

10

21

28



2.6

1.2

1.5

2.1


ALKALINITY

LAB(MG/LASCAC03)

107

22

42

69

PHOSPHOROUS

DISSOLVED(MG/LAS P)


AS S04)

22

7.9

10

12



11

1.8

5.2

4.9



0.20

0.20

0.30

0.30

PHENOLSTOTAL(UG/L)


171

58

121

118

METHY-LENEBLUE

ACTIVESUB

STANCE(MG/L)


PENDED(MG/L)

2

156

44

45


CHROMOFLUOROM(UG/L)

NITROGEN,


0.070

0.080

0.940

0.100


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


K22

E3000

K300

<10

OXYGEN, DIS SOLVED (PERCENTSATURATION)

105105100100100

91909596919394

124119112113115

94788585


12

12

21

24


1.4

0.80

1.3

1.7

1 18


02441400 TOMBIGBEE RIVER NEAR COLUMBUS, MS Continued

DATE

ALKALINITY

LAB(MG/LAS

CAC03)


AS S04)




RESIDUETOTALAT 105DEC. C,SUS

PENDED(MG/L)

NITROGEN,


NITROGEN,



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


PHOSPHOROUS

DISSOLVED(MG/LAS P>



PHENOLSTOTAL(UG/L)

METHY-LENEBLUE

ACTIVESUB

STANCE(MG/L)


CHROMOFLUOROM(UG/L)


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


SECOND


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)


SECOND


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


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


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...


60

30

20


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


CHROMOFLUOROM(UG/L)

<0.100

0.400

120


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.


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


SECOND

37100 37100 37100 46800 46800 46800 36500 36500 36500 36400 3640036400

BEDMAT.SIEVEDIAM.

% FINERTHAN

.500 MM

6410082


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


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


2.1

1.5

2.5

3.1

28 7

16 7

25 6

35 7


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


AS S04)

4.2

3.5

3.4

2.8


3.1

1.4

1.8

2.8

.5 60

10

12

.1 70


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,


0.150

0.080

0.620

0.150

121


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


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


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.



SECOND


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


3321000882248 TTW ALICEVILLE LAKE HAIRSTON BEND SR 11HB

DATE

JUN 06... 06... 06...

TIME

124513001315

M?

SAMPLELOCAT .


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.


25.050.075.025.050.075.025.050.075.0

BEDMAT.SIEVEDIAM.

% FINERTHAN

.250 MM

081


SECOND

903090309030558055805580600060006000

BEDMAT.SIEVEDIAM.

% FINERTHAN

.500 MM

1231


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


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...


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


7.1

7.57.47.47.37.37.4

7.77.47.16.96.9

7.37.27.2


11.010.510.510.5

7.07.07.07.07.07.0

27.026.026.024.024.0

28.528.528.0


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


02443610 TOMBIGBEE RIVER PRATT CAMP SR 5HB BELOW COLUMBUS, MS Continued

DATE

DEC05...

FEB28...

JUN06...

AUG08...



PENDED(MG/L)

NITROGEN,


NITROGEN,



PHOSPHORUSTOTAL(MG/LAS P)

PHOSPHORUSDISSOLVED(MG/LAS P)



PHENOLSTOTAL(UG/L)


CHROMOFLUOROM(UG/L)


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.



SECOND


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.


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


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


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


51

48

57

90


30

30

20


PENDED(MG/L)

5

46

64

25

TURBIDITY(NTU)

9.0

47

18

18

NITROGEN,


0.110

0.120

0.150

<0.020

TRANSPARENCY

(SECCHIDISK)(IN)

24.5

9.50

12.0

17.3

NITROGEN,


0.030

0.020

0.030

0.010

DEMAND,BIOCHEMICAL,5 DAY(MG/L)

4.7

7.9

9.1

1.7


<0.20

0.20

0.41

0.33

FORM,FECAL,0.7UM-MF(COLS./100 ML)

150

390

200


0.060

0.120

0.160

0.100


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


2200

2700

1000

ALKALINITY

LAB(MG/LASCAC03)

15

19

12

54


160

230

170


AS S04)

4.7

6.6

3.9

8.3

PHENOLSTOTAL(UG/L)

<1

4

<1

<1


3.5

1.8

2.4

4.9


CHROMOFLUOROM(UG/L)

1.70

15.0


0.10

0.20

0.30

0.10


CHROMOFLUOROM(UG/L)

0.100

0.900

125


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


SECOND

1270

2890

215

255

PLINGDEPTH(FEET)

5.008.00

5.00

10.012.0

4.00

3.00


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


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


9.99.69.6

11.912.011.310.9

6.56.4

6.05.5


130

230

470

47

OXYGEN,DIS SOLVED (PERCENTSATURATION)

82

103

77

76


4.2

3.1

6.0

7.3


2.9

2.2

4.0

4.5

126

DEC05...

FEB27...

JUN05...

AUG07...


02446500 SIPSEY RIVER NEAR ELROD, AL Continued

DATE

DEC05...

FEB27...

JUN05...

AUG07...

DATE

ALKALINITY

LAB(MG/LASCAC03)

6.2

4.4

17

20



AS S04)

18

13

14

16



2.3

1.9

2.1

2.2

PHOSPHORUSDISSOLVED(MG/LAS P)


0.20

0.10

0.20

0.10



60

42

65

62



PENDED(MG/L)

<1

6

18

10

PHENOLSTOTAL(UG/L)

NITROGEN,


0.050

0.020

0.190

0.230


CHROMOFLUOROM(UG/L)

NITROGEN,

AMMONIADIS

SOLVED(MG/LAS N)

0.010

<0.010

0.050

0.050


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.


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


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.


2.00 MM 4.00 MM

19 2520 29

100 100



8.00 MM 16.0 MM

39 7557 98

100 100

127


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


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 .


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


SECOND

365003650036500329003290032900364003640036400495004950049500349003490034900291002910029100

BEDMAT.SIEVEDIAM.

% FINERTHAN

.500 MM

1009512


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)


SECOND

SEDI MENT,SUSPENDED(MG/L)

SEDI MENT, DIS

CHARGE,SUS

PENDED(T/DAY)

JAN

SAMPLELOCAT.


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



2.00 MM 4.00 MM



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


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.


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


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.


.500 MM 1.00 MM

100

100

130


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


4.1

1.8

5.0

0.9


13.213.6

13.611.911.410.910.9

7.66.9

6.86.0


47

K6000

~

K110

OXYGEN, DISSOLVED(PERCENTSATURATION)

108

115

90

86


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)


AS S04)





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


CHROMOFLUOROM


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


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


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


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


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


0.10

0.10

<0.10

0.10

0.100.10

0.10

0.10

0.10

0.10

0.10

0.10

132


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


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,


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,


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


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


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



8.00 MM 16.0 MM

47 9371 95

100 10029 7567 98

100 100

134


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



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



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


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


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.



SECOND


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.


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


323642087541800 TTW DEMOPOLIS LAKE RATTLESNAKE CUT SR 12CB

DATE

JAN 21... 21... 21...

DATE TIME


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



.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



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


116

117

102

100



8.00 MM 16.0 MM

54 92

100 100

139


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


PHENOLSTOTAL(UG/L)


CHROMOFLUOROM(UG/L)


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



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




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


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


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


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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HYDROLOGIC MONITORING IN THE AREA OF THE TENNESSEE-TOMBIGBEE