by r. f. carter, e. h. hopkins, and h. a. perlman · 2010. 12. 23. · by r. f. carter, e. h....
TRANSCRIPT
-
LOW-FLOW PROFILES OF THE UPPER
OCMULGEE AND FLINT RIVERS IN GEORGIA
By R. F. Carter, E. H. Hopkins, and H. A. Perlman
U.S. GEOLOGICAL SURVEY
Water-Resources Investigations Report 86-4176
Prepared in cooperation with the
GEORGIA DEPARTMENT OF NATURAL RESOURCES
ENVIRONMENTAL PROTECTION DIVISION
Doraville, Georgia
1986
-
DEPARTMENT OF THE INTERIOR
DONALD PAUL MODEL, Secretary
U.S. GEOLOGICAL SURVEY
Dallas L. Peck, Director
For additional write to:
information Copies of this report can purchased from:
be
District Chief, WRD U.S. Geological Survey Suite B6481 Peachtree Industrial Doraville, Georgia 30360
Boulevard
U.S. Geological Survey Books and Open-File Reports Federal Center, Bldg. 41 Box 25424 Denver, Colorado 80225
-
CONTENTSPage
Abstract ------------- ._....--..--_- - _.-..._ -_- i
Introduction -- -- ---- -- ------ ----- ---- -- -- 1
Area of study - ------ -- ---- --- 2
Stream miles ------- - -- ---- --- - - 2
Drainage areas ---------------------------------------------------- 2
Flow data ---- - ------ --- __..._.. .--_ _-_- 4
Revision of published low-flow data ------------------ ------- ---- 4
Flow extension -------- - -------------------- ------- __-- 4
Diversions, return flows, and regulation ------------------------ ---- 5
Accuracy ---------------------------- ---------------------------- 5
Use of the profiles -------------------- ...._-- _.._.. 5
Selected references - --------- ----- _ ... ----- _ 7
Supplemental data tabular and graphical low-flow profiles --------- 8
Explanation of tables and graphs ---------------------------- -- 8
List of tables and profiles ---- ------- _._- 9
Alphabetical index ---- --- ---- -- ------ - 232
ILLUSTRATIONS
Page
Figure 1. Subdivisions of Ocmulgee and Flint River basins - - 3
111
-
CONVERSION FACTORS
Factors for converting inch-pound units to International System (SI) units used in this report are listed below:
Multiply inch-pound units By To obtain SI units
Length
mile (mi) 1.609 kilometer (km)
Area
square mile (mi^) 2.590 square kilometer(km2 )
Flow
cubic foot per second 28.32 liter per second (L/s) (ft 3 /s)
0.02832 cubic meter per second(m3 /s)
-
LOW-FLOW PROFILES OF THE UPPER OCMULGEE AND FLINT RIVERS IN GEORGIA
By R. F. Carter, E. H. Hopkins, and H. A. Perlman
ABSTRACT
This report provides low-flow information for use in evaluating the capac- ity of streams to supply withdrawals or to accept waste loads from potential new industries without exceeding the limits of State water-quality standards. The report is the first phase of a study of all stream basins north of the Fall Line in Georgia. It covers the Piedmont part of the Ocmulgee and Flint River basins.
The low-flow characteristic presented is the minimum average flow for 7 consecutive days with a 10-year recurrence interval. The data are presented graphically as low-flow profiles (low flow as a function of distance along a stream channel) and as drainage-area profiles (drainage area as a function of distance along a stream channel). Low-flow profiles were constructed by in- terpolation or extrapolation from points of known low-flow data. Low-flow profiles are included for all stream reaches where low-flow data of sufficient accuracy are available to justify computation of the profiles. Drainage-area profiles are included for all stream basins larger than 5 square miles.
Flow records were not adjusted for diversions or other factors that cause measured flows to represent other than natural flow conditions. Profiles for 7-day minimum flows are omitted for stream reaches where natural flow is known to be significantly altered.
INTRODUCTION
The Ocmulgee and Flint Rivers and their tributaries in the area from the headwaters south of Atlanta, Ga., to the Fall Line are heavily used for water supply and waste disposal . Tributary streams have relatively low yields during drought periods and low-flow characteristics have been only partly defined in previous studies.
This study was made to provide low-flow information for use in evaluating the capacity of these streams to supply withdrawals or to accept waste loads from potential new industries without exceeding the limits of State water- quality standards. The study was made by the U.S. Geological Survey as part of the cooperative water-resources program with the Georgia Department of Natural Resources, Environmental Protection Division.
The purpose of this report is to compile available data used to determine the minimum average flow for 7 consecutive days with a 10-year recurrence interval (7Q10), and to present "7010 flow profiles" for all stream reaches where sufficient data of acceptable accuracy are available. Techniques used to estimate the profiles also are presented in this report. The 7-day low flow will be less than the 7Q10 low flow at intervals averaging 10 years in length; or the probability is 10 percent that the 7-day low flow in any one year will be less than the 7-day, 10-year low flow.
-
AREA OF STUDY
This report comprises the first phase of a larger study covering all stream basins north of the Fall Line in Georgia. It includes the Ocmulgee River basin above the Macon gage (02213000), stream mile 198.0, and the Flint River basin above a site about 5 miles east of Reynolds, stream mile 209.1 (fig. 1). The basins of Tobesofkee, Echeconnee, and Patsiliga Creeks are included in their entirety, although parts of each basin lie below the Fall Line in the upper Coastal Plain.
For convenience in presentation, both major river basins were divided into subdivisions. Most subdivisions consist of a large tributary and its tribu- taries. The main stem of the Ocmulgee River below Jackson Lake dam and two tributaries to Jackson Lake also are one subdivision. The main stem of the Flint River is subdivided into two segments, one upstream from Line Creek, the other segment from Line Creek to the southern limit of the study area. The principal numbering system for these subdivisions is shown on the loca- tion map (fig. 1). The Ocmulgee River basin has 19 subdivisions numbered OP1 through OP19. The Flint River basin has 17 subdivisions numbered FP1 through FP17. Tributaries within these areas are identified by additional symbols. For example, a tributary to Yellow River in the subdivision numbered OP7 is numbered OP7F, and a tributary to that stream is numbered OP7F1. Identifying numbers for the subdivisions and the names of their respective drainages are given in the List of Tables and Profiles, in the section "Supplemental Data."
Stream Miles
Stream miles were measured by an electronic digitizer on county maps published by the Georgia Department of Transportation. Mileages are presented as distances above the mouth of each stream. Mileages on the main stem of the Ocmulgee and Flint Rivers and on a few other streams are based on data provided by the U.S. Army Corps of Engineers (1985).
Drainage Areas
Streamflows generally have a close relation to drainage area, especially on the same stream. Therefore a drainage-area profile (drainage area versus stream miles) is shown for all streams included in this report, even for streams where available data are insufficient for showing a flow profile. Drainage-area profiles are included for all streams in the study area having drainage areas of more than 5 mi?. So far as practicable, drainage-area data are based on previously published values. Supplemental drainage-area data were determined by approximate methods using an electronic digitizer and county maps published by the Georgia Department of Transportation. Time constraints did not allow use of 7 1/2-minute topographic quadrangles or rigid compliance with rules for accurate determination of drainage areas. Some additional drainage areas were determined by interpolation on short stream reaches where drainage-area increments were about proportional to increments of distance. Drainage areas determined by interpolation are identified by footnotes to the tables. Except for sites published in Carter (1959), drain- age areas should be regarded as approximate.
-
EXPLANATION
BOUNDARY OF SUBDIVISION
OP6 IDENTIFICATION NUMBER OF SUBDIVISION
02344500A GAGING STATION AND NUMBER
NEWTO'Vv \opsi*. \ ;*
I F-«-% W AYETTEiC
HU '.L y
¥P /^ 0/.V HN
Base from U.S. Geological Survey State base map 1:500,000 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 D 10
11
20
11
301
40 KILOMETERS
Figure 1. Subdivisions of Ocmulgee and Flint River basins,
-
FLOW DATA
Low-flow data for Georgia are available in several published reports: Thomson and others (1956), Carter and Gannon (1962), Thomson and Carter (1963), Carter and Putnam (1978), and Carter (1983A). In addition, a large number of "miscellaneous" measurements have been made during times of base flow (no storm runoff). The results of these measurements are available in published reports of the U.S. Geological Survey and were used as a basis for low-flow frequency estimates in response to requests for low-flow information at or near the sites of most of these measurements. These frequency estimates were made using methods described by Thomson and Carter (1963).
REVISION OF PUBLISHED LOW-FLOW DATA
Implementation of this study has provided an opportunity to compile and re-analyze a large amount of low-flow data. Much previously unpublished low-flow data are included in the tables and in the graphical profiles. Examination of previously published low-flow data revealed only one gage where revision of a previously published flow appeared to be warranted. For the gaging station 02212600, Falling Creek near Juliette, Ga., a 7Q10 figure of 0.6 ft^/s is shown in profile OP15. (See the section "Supplemental Data".) This value is revised from 0.25 ft^/s as shown in Carter and Putnam (1978) on the basis of the longer flow record now available.
FLOW EXTENSION
Low flows, especially those as severe as a 7-day, 10-year low flow, gen- erally occur when drought conditions are prevalent over wide areas. At such times local streams, and major streams for considerable parts of their length, tend to have flows of about the same recurrence interval, and the flow rates of various streams have definite interrelations. Flow rates for ungaged reaches of streams may be estimated with some confidence from concurrent flows at gaged sites on the same stream. Increases in flow along the lengths of streams generally are in rough proportion to drainage-area increases with "step-ups" at point-inflow sources such as tributaries.
During base-flow periods, flow rates along a stream may be represented by flow profiles. To accomplish this, flows measured or estimated at various points along the stream are plotted against stream miles and these points are connected by a line to form a graph. This was the principal method of analysis used in preparing this report. An advantage of this method is that the graphic presentation permits easy detection of anomalies and the elimination of major errors.
For this report, flow data were extrapolated or interpolated from points of known 7Q10 using the following rules. Flows were extrapolated upstream on a drainage-area basis to a point having one-half the drainage area, and simi- larly extrapolated downstream to a point having 1 1/2 times the drainage area. If flow extrapolations from two adjacent points overlapped, then interpolation between the two points was done, also on a drainage-area basis, instead of extrapolation.
-
DIVERSIONS, RETURN FLOWS, AND REGULATION
Withdrawals from and returns to a stream that vary with time are diffi- cult to document completely and pose a problem in evaluating the flow rate equivalent to a given frequency of occurrence. In this study, flow records were not adjusted for diversions. The 7-day, 10-year minimum-flow profile was omitted if it was known that natural flow was significantly altered. For example, flow profiles are not shown for the South River, a tributary to Jackson Lake, or for the Flint River above the Griffin gage (02344500). Low flows at the Griffin gage were based on records obtained while the rate of diversion was relatively low, and so flow profiles are shown at and below that point. In some areas natural-flow 7Q10 profiles are shown for reference although flow conditions have been altered since basic field data were ob- tained. An example is in the Yellow River basin in Gwinnett County where much urbanization has occurred since low-flow data were observed in 1955 (Carter and Gannon, 1962).
On the Ocmulgee River, because of regulation at Jackson Lake, it is not feasible to use the assumptions employed in this report to interpolate 7Q10 flows from Jackson Lake to the Macon gage (02213000). Therefore, for this reach, only previously published 7Q10 flows are shown for the Jackson gage (02210500) and the Macon gage. Flow profiles are omitted on several other streams owing to regulation.
Accuracy
Low-flow profiles based on data from continuous-record gaging stations or from partial-record gaging stations having six or more base-flow measurements are likely to be the most accurate of those included here. Profiles based on these data are shown as a solid line and the accuracy is rated good. They are considered to have a standard error of estimate of about 30 percent. For the purpose of this report, no distinction is made between data from complete- record gaging stations and data from six or more base-flow measurements, al- though it is likely that data based on complete-record gaging stations are the most reliable.
Profiles based on data for sites having three to five base-flow measure- ments are shown as dashed lines and the accuracy is rated fair. They are considered to have a standard error of estimate of about 50 percent.
Profiles based on only one or two base-flow measurements are considered to be the least reliable, are shown as dotted lines, and the accuracy is rated poor. Their standard error of estimate may exceed 50 percent.
Estimates of the magnitude of probable errors as given here are based on work by several investigators including Hardison and Moss (1972) and Stedinger and Thomas (1985).
Streamflow data also are subject to what is known as time-sampling error, which depends on whether flow data were observed during a period of above- average or below-average base-flow conditions. The average standard errors of estimate due to time-sampling errors can be computed by methods described by Hardison (1969).
-
USE OF THE PROFILES
The profiles have other uses in addition to providing 7010 flow informa- tion at a large number of sites. The 7010 (after division by the average flow) "is the "low-flow index" used in determining storage requirements to supply certain draft rates as described by Carter (1983B). Drainage-area data needed for that operation also may be obtained from the profiles. The pro- files also may be used to appraise the amount and adequacy of data available for stream reaches likely to be potential sources of water-quality-law prob- lems. They can be useful guides in planning future data-collection programs.
The innovative computer programs devised as part of this project to de- pict low-flow profiles have wide application for extensive further use and likely are some of the most useful products of this investigation. They were developed by Merritt E. Blalock and Howard A. Perlman of the U.S. Geological Survey, Doraville, Ga. The programs can be used to develop profiles for other basins and they can be used to update drainage-area and flow profiles presented in this report as more data become available. Profiles for additional flow characteristics such as average flow or 30-day, 10-year low flow can be gener- ated by the programs by inserting the appropriate flow data into a computer file.
-
SELECTED REFERENCES
Carter, R. F., 1959, Drainage-area data for Georgia streams: U.S. Geological Survey Open-File Report, 252 p.
_ 1983A, Effects of the drought of 1980-81 on streamflow and on ground- water levels in Georgia: U.S. Geological Survey Water-Resources Investi- gations Report 83-4158, 46 p.
----- 1983B, Storage requirements for Georgia streams: U.S. Geological Sur- vey Water-Resources Investigations Report 82-557, 65 p.
Carter, R. F., and Gannon, W. B., 1962, Surface-water resources of the Yellow River basin in Gwinnett County, Georgia: Georgia Geological Survey In- formation Circular 22, 32 p.
Carter, R. F., and Putnam, S. A., 1978, Low-flow frequency of Georgia streams: U.S. Geological Survey Water-Resources Investigations 77-127, 104 p.
Hardison, C. H., 1969, Accuracy of streamflow characteristics,^ Geological Survey Research, 1969: U.S. Geological Survey Professional Paper 650-D, p. D210-D214.
Hardison, C. H., and Moss, M. E., 1972, Accuracy of low-flow characteristics estimated by correlation of base-flow measurements: U.S. Geological Sur- vey Water-Supply Paper 1542-B.
Inman, E. J., 1971, Flow characteristics of Georgia streams: U.S. Geological Survey Open-File Report, 262 p.
Riggs, H. C., 1972, Low-flow investigations: U.S. Geological Survey Tech- niques of Water-Resources Investigations, Book 4, Chapter Bl, 18 p.
Stedinger, J. R., and Thomas, W. 0., Jr., 1985, Low-flow frequency estimation using base-flow measurements: U.S. Geological Survey Open-File Report 85-95, 22 p.
Thomson, M. T., and Carter, R. F., 1963, Effect of a severe drought (1954) on streamflow in Georgia: Georgia Geological Survey Bulletin 73, 97 p.
Thomson, M. T., and others, 1956, The availability and use of water in Geor- gia: Georgia Geologic Survey Bulletin 65, 329 p.
U. S. Army Corps of Engineers, 1985, Florida-Georgia stream mileage tables with drainage areas: Mobile, Alabama, 233 p.
-
SUPPLEMENTAL DATA-
TABULAR AND GRAPHICAL LOW-FLOW PROFILES
Explanation of Tables and Graphs
The following tables and graphs contain data for selected sites in the upper Ocmulgee and Flint River basins. The tables contain a brief descrip- tion of the locations of the sites. Tables and graphs show distances, in miles, from the mouths of the streams, drainage areas in square miles, and the minimum average rate of flow, in cubic feet per second, for 7 consecutive days, with a 10-year recurrence interval (7Q10), for sites where sufficient supporting data of acceptable accuracy are available. Figures for drainage area or flow above a tributary plus the figures for the mouths of the tribu- taries may not add exactly because of independent rounding.
-
List of Tables and Profiles
Pages
OP1 South River to Klondike Road (Henry, Rockdale, DeKalb,Fulton, and Clayton Counties)............................ 17, 21
OP1A Poole Creek (Clayton and Fulton Counties).................. 18, 22OP1B Entrenchment Creek (Fulton and DeKalb Counties)............ 18, 22OP1C Sugar Creek (DeKalb County)................................ 18, 22OP1D Shoal Creek (DeKalb County)................................ 18, 22OP1D1 Fowler Creek (DeKalb County)............................... 18, 22OP1D1A Cobb Creek (DeKalb County)................................. 19, 22OP1E North Creek (Clayton and DeKalb Counties).................. 19, 23OP1F Snapfinger Creek (DeKalb County)........................... 19, 23OP1F1 Barbeshela Creek (DeKalb County)........................... 19, 23OP1G Corn Creek (Henry and DeKalb Counties)..................... 19, 23OP1H Pole Bridge Creek (DeKalb County).......................... 20, 23
OP2 South River from Klondike Road to Lake Jackson (DeKalb,Rockdale, Henry, Newton, and Butts Counties)............. 24, 27
OP2A Honey Creek (DeKalb and Rockdale Counties)................. 25, 28OP2B Camp Creek (Rockdale and Henry Counties)................... 25, 28OP2C Snapping Shoals Creek (Rockdale and Newton Counties)....... 25, 28OP2C1 Almond Branch (Rockdale County)............................ 26, 28OP2D Wildcat Creek (Newton County).............................. 26, 29OP2E Mackey Creek (Henry and Butts Counties).................... 26, 29
OP3 Big Cotton Indian Creek (Clayton and Henry Counties)............. 30, 33OP3A Panther Creek (Clayton and Henry Counties)................. 31, 34OP3B James Creek (Henry County)................................. 31, 34OP3C Little Cotton Indian Creek (Clayton and Henry Counties).... 31, 35OP3C1 Reeves Creek (Clayton and Henry Counties).................. 32, 35OP3C2 Pates Creek (Clayton and Henry Counties)................... 32, 35
OP4 Walnut Creek (Henry County)...................................... 36, 39OP4A Birch Creek (Henry County)................................. 37, 40OP4A1 Creek (Henry County)....................................... 37, 40OP4B Camp Creek (Henry County).................................. 37, 40OP4C Kalves Creek (Henry County)................................ 37, 40OP4D Nails Creek (Henry County)................................. 38, 40
OPS Yellow River to Killian Hill Road (Gwinnett County).............. 41, 44OP5A Little Suwannee Creek (Gwinnett County).................... 43, 45OP5B Pew Creek (Gwinnett County)................................ 43, 45OP5C Pughs Creek (Gwinnett County).............................. 43, 45
-
List of Tables and Profiles Continued
Pages
OP6 Sweetwater Creek (Gwinnett County)............................... 46, 49OP6A Cardinal Creek (Gwinnett County).......................... 47, 50OP6B Fork Creek (Gwinnett County).............................. 47, 50OP6C Beaver Ruin Creek (Gwinnett County)....................... 47, 50OP6C1 Bromolow Creek (Gwinnett County).......................... 47, 50OP6D Jackson Creek (Gwinnett County)........................... 48, 50OP6D1 Camp Creek (Gwinnett County).............................. 48, 50
OP7 Yellow River from Killian Hill Road to U.S. 278 (Gwinnett,DeKalb, Walton, Rockdale, and Newton Counties).......... 51, 56
OP7A Garner Creek (Gwinnett County)............................ 53, 57OP7B Jacks Creek (Gwinnett County)............................. 53, 57OP7C Stone Mountain Creek (DeKalb County)...................... 53, 57OP7C1 Crooked Creek (DeKalb County)............................. 53, 57OP7D No Business Creek (Gwinnett and DeKalb Counties).......... 53, 57OP7E Swift Creek (DeKalb County)............................... 54, 58OP7F Carr Branch (Rockdale County)............................. 54, 58OP7G Big Haynes Creek (Gwinnett, Walton, Rockdale, and
Newton Counties......................................... 54, 58OP7G1 Brushy Fork Creek (Walton and Gwinnett Counties).......... 55, 59OP7G2 Little Haynes Creek (Walton, Newton, and Rockdale
Counties)............................................... 55, 59OP7G2A Sandy Rock Creek (Walton and Rockdale Counties)........... 55, 59OP7H Gum Creek (Walton and Newton Counties).................... 55, 59
OPS Yellow River from U.S. 278 to Lloyd Shoals Reservoir (NewtonCounty)................................................. 60, 62
OP8A Beaverdam Creek (Newton County)........................... 61, 63OP8B Dried Indian Creek (Newton County)........................ 61, 63
OP9 Big Flat Creek (Walton and Newton Counties)...................... 64, 66OP9A Little Flat Creek (Walton County)......................... 65, 67
OP10 Alcovy River (Gwinnett, Walton, and Newton Counties)............ 68, 73,OP10A Shoal Creek (Gwinnett County)............................. 70, 74OP10B Creek (Gwinnett County)................................... 70, 74OP10C Palm Creek (Gwinnett County).............................. 70, 74OP10D Cedar Creek (Gwinnett and Walton Counties)................ 70, 74OP10E Bay Creek (Gwinnett and Walton Counties).................. 70, 74OP10F Beaverdam Creek (Walton County)........................... 70, 74OP10G Mountain Creek (Walton County)............................ 71, 75OP10H Cornish Creek (Walton and Newton Counties)................ 71, 75OP10H1 Little Cornish Creek (Walton and Newton Counties)......... 72, 75OP10I Bear Creek (Newton County)................................ 72, 75OP10I1 East Bear Creek (Newton County)........................... 72, 75
10
-
List of Tables and Profiles--Continued
Pages
OP11 Tussahaw Creek (Henry and Butts Counties)....................... 76, 78OP11A Creek (Henry County)...................................... 77, 79OP11B Wolf Creek (Henry and Butts Counties)..................... 77, 79OP11B1 Brown Branch (Henry County)............................... 77, 79OP11C Malholms Creek (Henry and Butts Counties)................. 77, 79OP11D Peeksville Creek (Henry and Butts Counties)............... 77, 79OP11E Baker Creek (Henry and Butts Counties).................... 77, 79
OP12 Lloyd Shoals Reservoir and Ocmulgee River (Jasper, Monroe,Jones, Bibb and Twiggs Counties)........................ 80, 86
OP12A Rocky Creek (Jasper County)............................... 82, 87OP12B Caney Fork (Butts County)................................. 82, 87OP12C Herds Creek (Jasper County)............................... 82, 87OP12C1 Hardys Creek (Jasper County).............................. 82, 87OP12C2 Persons Creek (Jasper County)............................. 82, 87OP12D Yellow Water Creek (Butts County)......................... 83, 88OP12E Kinard Creek (Jasper County).............................. 83, 88OP12E1 Wise Creek (Jasper County)................................ 83, 88OP12F Little Sandy Creek (Butts County)......................... 84, 88OP12G Lee Creek (Monroe County)................................. 84, 88OP12H Buttlers Creek (Jones County)............................. 84, 89OP12I Toblers Creek (Monroe County)............................. 84, 89OP12J Beaverdam Creek (Monroe and Bibb Counties)................ 84, 89OP12K Sabbath Creek (Bibb County)............................... 85, 89OP12L Town Creek (Jones County)................................. 85, 89OP12M Swift Creek (Jones and Bibb Counties)..................... 85, 90OP12N Stone Creek (Twiggs and Bibb Counties).................... 85, 90
OP13 Big Sandy Creek (Butts and Monroe Counties)..................... 91, 93OP13A Aboothlacoosta Creek (Butts County)....................... 92, 94OP13B Rocky Creek (Butts and Monroe Counties)................... 92, 94
OP14 Towaliga River (Henry, Spalding, Butts, Lamar, and MonroeCounties)............................................... 95, 103
OP14A Thompson Creek (Spalding and Henry Counties).............. 97, 104OP14B Troublesome Creek (Spalding County)....................... 97, 104OP14B1 Creek (Spalding County)................................... 97, 104OP14C Long Branch (Henry and Spalding Counties)................. 97, 104OP14D Indian Creek (Henry and Butts Counties)................... 98, 104OP14D1 Bethlehem Bottoms Creek (Henry County).................... 98, 105OP14E Cabin Creek (Spalding and Butts Counties)................. 98, 105OP14F Brushy Creek (Butts, Lamar, and Monroe Counties).......... 99, 106OP14G Buck Creek (Spalding, Lamar, and Monroe Counties)......... 99, 106OP14G1 Little Buck Creek (Lamar County).......................... 99, 106OP14H Gilmore Branch (Butts and Monroe Counties)................100, 107OP14I Little Towaliga River (Lamar and Monroe Counties).........100, 107
11
-
List of Tables and Prof11es--Continued
Pages
OP14 Towaliga River ContinuedOP14I1 Edie Creek (Lamar County).................................100, 107OP14I2 Big Towaliga Creek (Lamar County).........................101, 107OP14I3 Swan Creek (Lamar County).................................101, 107OP14J Rocky Creek (Lamar and Monroe Counties)...................101, 108OP14J1 Red Creek (Monroe County).................................101, 108OP14K Eightmile Creek (Monroe County)...........................101, 108OP14L Standard Creek (Monroe County)............................102, 108
OP15 Falling Creek (Jasper and Jones Counties).......................109, 111OP15A Stalking Head Creek (Jasper and Jones Counties)...........110, 112OP15B Allison's Creek (Jones County)............................110, 112OP15C Little Falling Creek (Jasper and Jones Counties)..........110, 112OP15D Caney Creek (Jones County)................................110, 112OP15E Hurricane Creek (Jones County)............................110, 112
OP16 Rum Creek (Monroe County).......................................113, 115OP16A Chambliss Creek (Monroe County)...........................114, 116OP16B Deer Creek (Monroe County)................................114, 116OP16B1 Little Deer Creek (Monroe County).........................114, 116
OP17 Walnut Creek (Jones and Bibb Counties)..........................117, 120OP17A Chehaw Creek (Jones County)...............................118, 121OP17A1 Bray Branch (Jones County)................................118, 121OP7B Bonner Creek (Jones County)...............................118, 121OP17C Sand Creek (Jones County).................................118, 121OP17D Rock Creek (Jones County).................................119, 121OP17E Dry Bone Creek (Jones and Bibb Counties)..................119, 121
OP18 Tobesofkee Creek (Lamar, Monroe and Bibb Counties)..............122, 126OP18A Cole Creek (Lamar and Monroe Counties)....................124, 127OP18B Todd Creek (Monroe County)................................124, 127OP18C Slippery Rock Creek (Monroe County).......................124, 127OP18D Reedy Creek (Monroe County)...............................124, 127OP18E Little Tobesofkee Creek (Lamar and Monroe Counties).......124, 127OP18E1 Wolf Creek (Lamar County).................................124, 128OP18E2 Yellow Creek (Monroe County)..............................124, 128OP18F Creek (Bibb County).......................................125, 128OP18G Rocky Creek (Monroe and Bibb Counties)....................125, 128OP18G1 Colaparchee Creek (Monroe and Bibb Counties)..............125, 129OP18G2 Wolf Creek (Bibb County)..................................125, 129
12
-
List of Tables and Profiles Continued
Pages
OP19 Echeconnee Creek (Lamar, Upson, Monroe, Crawford,Bibb and Peach Counties)................................130, 135
OP19A Wood Creek (Monroe County)................................132, 136OP19B lanyard Creek (Crawford and Monroe Counties)..............132, 136OP19C Walnut Creek (Crawford County)............................132, 136OP19D Little Echeconnee Creek (Crawford County).................132, 136OP19E Sweetwater Creek (Crawford County)........................132, 136OP19F Deep Creek (Crawford County)..............................133, 137OP19F1 Sandhill Creek (Crawford County)..........................133, 137OP19G Gum Branch (Bibb County)..................................133, 137OP19H Whitewater Creek (Crawford County)........................133, 137OP19I Juniper Creek (Peach, Crawford Counties)..................133, 137OP19J Creek (Bibb County).......................................133, 138OP19K Mill Creek (Bibb County)..................................134, 138
FP1 Flint River from 1-285 to Line Creek (Fulton, Clayton,Fayette, Spalding and Pike Counties).....................139, 146
FP1A Jesters Creek (Clayton County).............................141, 147FP1B Camp Creek (Fulton, Fayette, and Clayton Counties).........141, 147FP1C Swamp Creek (Clayton County)...............................141, 147FP1D Morning Creek (Fulton and Fayette Counties)................142, 147FP1D1 Kimberly Creek (Fulton County).............................142, 147FP1D2 Creek (Fulton County)......................................142, 148FP1D3 Broadnax Creek (Fulton and Fayette Counties)...............143, 148FP1E Shoal Creek (Henry and Clayton Counties)...................143, 148FP1F Murphy Creek (Fayette County)..............................143, 148FP1F1 Nash Creek (Fayette County)................................143, 148FP1G Bear Creek (Clayton and Spalding Counties).................143, 148FP1H Horton (Woolsey) Creek (Fayette County)....................144, 149FP1H1 Antioch Creek (Fayette County).............................144, 149FP1I Wildcat (Shoal) Creek (Spalding County)....................144, 149FP1I1 Creek (Spalding County)....................................145, 149FP1I2 Heads Creek (Spalding County)..............................145, 149FP1J Flat Creek (Spalding County)...............................145, 150FP1K Creek (Pike County)........................................145, 150
FP2 Flint River from Line Creek to Highway 96 (Meriwether, Pike,Upson, Talbot, Taylor and Crawford Counties).............151, 154
FP2A Pappys Creek (Meriwether County)...........................153, 155FP2B Turkey Creek (Upson County)................................153, 155FP2C Reeves Creek (Upson County)................................153, 155FP2D Big Beech Creek (Crawford County)..........................153, 155FP2E Radford Creek (Crawford County)............................153, 155
13
-
List of Tables and Profiles--Continued
Pages
FP3 Line Creek (Fulton, Coweta, Fayette, Spalding, andMeriwether Counties).....................................156, 159
FP3A Peeks Creek (Fulton and Coweta Counties)...................158, 160FP3B Shoal Creek (Coweta County)................................158, 160FP3C Flat Creek (Fayette County)................................158, 160FP3D Keg Creek (Coweta County)..................................158, 160FP3E Dead Oak Creek (Coweta County).............................158, 161
FP4 Whitewater Creek (Fulton and Fayette Counties)...................162, 164FP4A Creek (Fayette County).....................................163, 165FP4B Ginger Cake Creek (Fayette County).........................163, 165FP4C Perry Creek (Fayette County)...............................163, 165FP4D Shoal Creek (Fayette County)...............................163, 165FP4E Camp Creek (Fayette County)................................163, 165FP4F Haddock Creek (Fayette County).............................163, 165
FP5 White Oak Creek (Coweta and Meriwether Counties).................166, 170FP5A Turkey Creek (Coweta County)...............................168, 171FP5B Chandlers Creek (Coweta County)............................168, 171FP5C Pine Creek (Coweta County).................................168, 171FP5D Little White Oak Creek (Coweta County).....................168, 171FP5E Little Sandy Creek (Coweta County).........................168, 171FP5F Bear Creek (Coweta and Meriwether Counties)................168, 171FP5F1 Panther Creek (Meriwether County)..........................168, 172FP5G Piney Woods Creek (Meriwether County)......................169, 172FP5H Little White Oak Creek (Coweta and Meriwether Counties)....169, 172FP5I Winky Branch (Meriwether County)...........................169, 172FP5J Beaver Creek (Meriwether County)...........................169, 172FP5K Wolf Creek (Meriwether County).............................169, 173
FP6 Birch Creek (Pike County)........................................174, 176FP6A Creek (Pike County)........................................175, 177
FP7 Red Oak Creek (Meriwether County)................................178, 181FP7A Coleman Creek (Meriwether County)..........................179, 182FP7A1 Long Creek (Meriwether County).............................179, 182FP7B Sandy Creek (Meriwether County)............................179, 182FP7C Cowtail Creek (Meriwether County)..........................179, 182FP7D Mill (Jarrell) Creek (Meriwether County)...................179, 182FP7D1 Parks Creek (Meriwether County)............................180, 182FP7E Little Red Oak Creek (Meriwether County)...................180, 183FP7F Walnut Creek (Meriwether County)...........................180, 183FP7F1 Kendall Creek (Meriwether County)..........................180, 183
14
-
List of Tables and Profiles Continued
Pages
FP8 Elkins Creek (Pike and Upson Counties)...........................184, 186FP8A Powder Creek (Pike County).................................185, 187FP8B Bull Creek (Pike County)...................................185, 187FP8C Mountain Creek (Pike and Upson Counties)...................185, 187FP8D Spring Creek (Upson County)................................185, 187
FP9 Cane Creek (Meriwether County)...................................188, 190FP9A Warm Springs Branch (Meriwether County)....................189, 191FP9B Jacks Creek (Meriwether County)............................189, 191FP9C Cold Springs Branch (Meriwether County)....................189, 191FP9D Mill Creek (Meriwether County).............................189, 191FP9E Pound Creek (Meriwether County)............................189, 191
FP10 Pigeon Creek (Meriwether County)................................192, 193
FP11 Lazar Creek (Talbot County).....................................194, 197TP11A Rush Creek (Talbot County)................................195, 198FP11B Marshall Creek (Talbot County)............................195, 198FP11B1 Creek (Talbot County).....................................195, 198FP11B2 South Prong (Scott Creek) (Talbot County).................195, 198FP11B2A Hinton (Talbot County)....................................195, 198FP11C Edwards Creek (Talbot County).............................196, 199FP11D Richland Creek (Talbot County)............................196, 199FP11D1 Creek (Talbot County).....................................196, 199FP11E Russell Branch (Talbot County)............................196, 199FP11F Coleoatchee Creek (Talbot County).........................196, 199
FP12 Potato Creek (Spalding, Lamar, Pike, and Upson Counties)........200, 205FP12A Honey Bee (Turnpike) Creek (Pike and Lamar Counties)......202, 206FP12A1 Creek (Pike County).......................................202, 206FP12A2 Hardin Creek (Pike County)................................202, 206FP12B Little Potato Creek on right (Pike and Lamar Counties)....202, 206FP12C Little Potato Creek on left (Lamar County)................203, 206FP12D Five Mile Creek (Pike and Upson Counties).................203, 206FP12E Rose Creek (Upson County).................................203, 207FP12F Three Mile Creek (Upson County)...........................203, 207FP12G Ten Mile Creek (Upson County).............................203, 207FP12H Basin Creek (Upson County)................................204, 207FP12I Jerry Reeves Creek (Upson County).........................204, 207FP12J Town Branch (Upson County)................................204, 208
15
-
List of Tables and Profiles Continued
Pages
FP13 Richland (Hackasofkee) Creek (Talbot County)....................209, 211FP13A Mill Creek (Talbot County)................................210, 212FP13B Potters Creek (Talbot County).............................210, 212FP13C Creek (Talbot County).....................................210, 212
FP14 Swift Creek (Lamar and Upson Counties)..........................213, 216FP14A Fourth Branch (Upson County)..............................214, 217FP14B East Swift Creek (Upson County)...........................214, 217FP14C Wolf Creek (Upson County).................................214, 217FP14D Tobler Creek (Lamar and Upson Counties)...................214, 217FP14D1 Sullivan Creek (Upson County).............................215, 218FP14D2 Kendall Branch (Upson County).............................215, 218
FP15 Auchumpkee Creek (Upson and Crawford Counties)..................219, 221FP15A Raines Creek (Crawford and Upson Counties)................220, 222FP15A1 Creek (Crawford and Upson Counties).......................220, 222FP15B Ulcohatchee Creek (Crawford County).......................220, 222FP15B1 Horse Creek (Crawford County).............................220, 222FP15B2 Creek (Crawford County)...................................220, 223
FP16 Spring Creek (Crawford County)..................................224, 226FP16A Mathews Creek (Crawford County)...........................225, 227FP16B Culpepper Creek (Crawford County).........................225, 227FP16C Avera Creek (Crawford County).............................225, 227FP16C1 Beaver Creek (Crawford County)............................225, 227
FP17 Patsiliga Creek (Talbot and Taylor Counties)....................228, 230FP17A Timms Creek (Taylor County)...............................229, 231FP17B Little Patsiliga Creek (lower) (Taylor County)............229, 231FP17C Beaver Creek (Taylor County)..............................229, 231FP17D Creek (Taylor County).....................................229, 231
16
-
OP1 SOUTH RIVER TO KLONDIKE ROAD
Site
Stream Drainage 7010 miles area
(mi 2 ) (ft 3 /s)
OP1 South Piver to Klondike Road
(Henry, Rockdale, DeKalb, Fulton, Clayton Counties)
Note: No 7010 flow shown below mile 52.60 because streamflow has been affected by variable amounts of wastewater.
Highway 3, U.S. 19Interstate 85Interstate 75Browns Mill RoadHighway 54Above Poole CreekPoole Creek (on right) OP1ABelow Poole CreekFulton-DeKalb County LineHighway 42, U.S. 23Southern RailroadAbove Entrenchment CreekEntrenchment Creek (on left) OP1BBelow Entrenchment CreekInterstate 285Bouldercrest RoadAbove Sugar CreekSugar Creek (on left) OP1CBelow Sugar CreekPanthersville RoadAbove Blue CreekBlue Creek (on right)Below Blue CreekAbove Shoal CreekShoal Creek (on left) OP1DBelow Shoal CreekWaldrop RoadAbove North CreekNorth Creek (on right) OP1EBelow North CreekFlakes Mill Road
-
OP1 TRIBUTARIES TO SOUTH RIVER
Site
Drainage Stream area miles (mi 2 )
7010
(ft3/s)
OP1A Poole Creek (Clayton, Fulton Counties)
Highway 54 Hutchens Road Mouth
OP1B Entrenchment Creek (Fulton, DeKalb Counties)
Custer Avenue Key RoadConstitution Road Mouth
OP1C Sugar Creek (DeKalb County)
Glenwood Road Fayetteville Road Flat Shoals Road Interstate 20 Brannen Road Mary Lou Lane Clifton Church Road Interstate 285 Mouth
OP1D Shoal Creek (DeKalb County)
Line StGlenwood RoadMcAfee RoadToney DriveInterstate 20Rainbow DriveInterstate 285Above Fowler CreekFowler Creek (on left) OP1D1Below Fowler CreekHighway 155Mouth
OP1D1 Fowler Creek (DeKalb County)
Snapfinger RoadAbove Cobb CreekCobb Creek (on right) OP1D1ABelow Cobb CreekInterstate 20Rainbow DriveMouth
2.151.230.00
3.481.550.570.00
5.864.874.534.283.762.641.200.780.00
5.484.503.993.202.822.421.340.460.460.460.050.00
3.072.372.372.372.342 ,.000.00
4.2* 5.3
6.8
6.79.8
* 10.811.3
1.9* 3.4* 3.9* 4.2* 5.0* 6.6
8.8* 9.0
9.5
3.4* 4.7* 5.4* 6.4* 6.9
7.5* 8.3
9.8(9.7)19.419.820.0
1.61.9
(5.1)7.0
* 7.0* 7.4
9.7
0.20 .25 .30
0.57 .76
1.01.01.1
0.19 .22 .26 .28 .30 .33 .39
* Interpolated drainage area.( ) Drainage area or flow at the mouth of a tributary.» Approximate location of water intake.
18
-
OP1 TRIBUTARIES TO SOUTH RIVER--Continued
Site
OP1D1A Cobb Creek (DeKalb County)
Peachcrest Road RoadGlenwood Ave Snapfinger Road 1-285 south 1-285 north Mouth
OP1E North Creek (Clayton, DeKalb Counties)
Note: Named Conley Creek to mile 2.32, North Creek to mouth
Bouldercrest Road RoadRiver Road Mouth
OP1F Snapfinger Creek (DeKalb County)
Rockbridge RoadAbove Indian CreekIndian Creek (on left)Below Indian CreekRowland RoadRedan RoadHairston RoadAbove Barbeshela CreekBarbeshela Creek (on left) OP1F1Below Barbeshela CreekHighway 12, U.S. 278Snapfinger Woods DriveInterstate 20Thompson Mill RoadHighway 155Dogwood Farm RoadMouth
OP1F1 Barbeshela Creek (DeKalb County)
Rockbridge RoadRoadRedan RoadRoadMouth
OP1G Corn Creek (Henry, DeKalb Counties)
Lombard Road Hearn Road Mouth
Stream miles
2.762.471.941.250.360.280.00
mouth.
3.943. 100.260.00
12.8211.3611.3611.3611.3210.967.927.777.777.777.335.284.743.602.620.400.00
4.252.752.021.190.00
1.130.530.00
area (mi 2 )
1.7* 2.1* 2.8
3.6* 4.7* 4.8
5.1
10.1* 11.0* 13.9
14.2
6.48.0(4.6)12.6
* 12.713.2
* 17.417.6(9.2)26.827.6
* 30.8* 31.6
33.434.2
* 39.540.5
1.34.2
* 5.6* 7.1
9.2
4.7* 5.2
5.6
Drainage 7Q10
(ft3 /s)
0.95 1.4
2.0 2.0 2.2 2.9 2.9
4.44.5 5.0 5.2 5.4 5.6 6.4 6.6
* Interpolated drainage area.( ) Drainage area or flow at the mouth of a tributary.» Approximate location of water intake.
19
-
OP1 TRIBUTARIES TO SOUTH PIVER Continued
Site
Drainage 7Q10 Stream area miles (mi 2 ) (ft3 /s)
OP1H Pole Bridge Creek (DeKalb County)
Wilborn Road Covington Highway Chupp Road Interstate 20 Rock Springs Road Evans Mill Road Browns Mill Road Mouth
8.407.446.646.394.072.701.110.00
*****
2.93.35.25.8
11.314.518.320.9
0.53 .60
* Interpolated drainage area.( ) Drainage area or flow at the mouth of a tributary.» Approximate location of water intake.
20
-
OP
1 S
OU
TH
RIV
ER
TO
KL
ON
DIK
E R
OA
D
ro
^^3
.U
200.0
175.
0
yj
150.0
LJ LJ
Oi
I
125'°
CO z -g
2 «
^ D
rain
age
area
5 °
^
^ ^
, g *
o S __
__
__
i N
J
1"
i r
i b
L-»^^
i !
^ |^
i §
3 : _
_£--
"^
a. o
5l
OL Oo
""
0 "f
1
1
1
fi
*
|
|
|^
I
t
"o
-5
oOL
c
o o:
0
2
£
S
^
S
oil
|£
-S -
'o
"
^ J°
"
"5
o1
o
c
&
i \^
~~
~~
~^
I'U e 5 D
0
«o:
g1
^
'o-
^
o1
ff
*L
. -
^u.u
18.0
16.0
14.0
Q Z
O o LJ CO
12.0
01
LJ CL 1
LJ
10.0
O m ) o Z 0 R
6.0
4.0 2.0 n n
57.0
5
8.0
5
5.0
54
.0
53
.0
52.0
51
.0
50.0
49
.0
48.0
47
.046
.0
45.0
44
.0
43.0
STR
EA
M M
ILES
41.0
40.0
39.0
3
8.0
37
.0
36
.0
35
.0
34.0
3
3.0
32
.0
-
zz
DRAINAGE AREA, IN SQUARE MILESDRAINAGE AREA, IN SQUARE MILES
Glenwood Road
McAfee Road
bney Drive Interstate 20
Rainbow Drive
Interstate 285
7Q10 FLOW, IN CUBIC FEET PER SECOND
DRAINAGE AREA, IN SQUARE MILES
v-Snapfinger Road
,Cobb Creek OP1D1A ^Interstate 20
rRainbow Drive
T"
X_ ^Highway 54
pJ X XHutchens Road
7Q10 FLOW, IN CUBIC FEET PER SECOND
DRAINAGE AREA, IN SQUARE MILES
Custer Avenue
Key Road
Constitution Road
DRAINAGE AREA, IN SQUARE MILES
DRAINAGE AREA, IN SQUARE MILES
Peachcrest Road Road
Slenwood Ave
napfinger Rd
-285 south -285 north
cGlenwood Road
^Fayetteville Road ^Flat Shoals Road
^Interstate 20
.Brannen Road
Mary Lou Lane
Clifton Ch Rd
I-285
7Q10 FLOW, IN CUBIC FEET PER SECOND
t.o a5*
a
»
Approximate
o oo
oD
control plant nutfall
?
£ «
Approximate nf water pol
c _ cr. o
oD
ccuracy poo
c'
X
Q10 Profile
otrocr
ccuracy fair
i
'Q10 Profile
?rrcr
r c3
oa
I
'Q10 Profile
T3?!CTnCTa>
X
Q10 data po
D C * T
1
EXPLANAl
' OJ z
-
OP1
E N
OR
TH C
REE
KO
P1F
SN
AP
FIN
GE
R C
REE
K
ro CO
Dra
inag
ear
ea
STR
EA
M M
ILE
S
OP1
F1 B
AR
BE
SH
ELA
CR
EEK
Dra
inag
e ar
ea
OP1
G C
OR
N C
REE
K
STR
EA
M M
ILE
S
OP1
H P
OLE
BR
IDG
E C
REE
K
Dra
ina
ge
ar
ea
30.0
Dra
ina
ge
ar
ea
x -x
7Q10
,
STR
EA
M M
ILE
S3
2 1
STR
EA
M M
ILE
S
EX
PLA
NA
TIO
N
Dra
inag
e ar
ea p
rofil
e
X 7Q
10 d
ata
poin
t
X X
7Q
10 P
rofil
e (P
roba
ble
accu
racy
goo
d)
X--
K
7Q10
Pro
file
(Pro
babl
e ac
cura
cy f
air)
X--
--X
7Q
10 P
rofil
e (P
roba
ble
accu
racy
poor)
v A
ppro
xim
ate
loca
tion
v of
wa
ter
po
llutio
n
v co
ntr
ol
plan
t (W
PC
P)
outfall
A A
pp
roxi
ma
te l
oca
tion
A
of w
ate
r in
take
STR
EA
M M
ILE
S
-
OP2 SOUTH RIVER FROM KLONDIKE ROAD TO LAKE JACKSON
Site
Drainage 7Q10 Stream area miles (mi 2 ) (ft 3 /s)
OP2 South River from Klondike Road to Lake Jackson
(DeKalb, Rockdale, Henry, Newton, Butts Counties)
Klondike RoadDeKalb-Rockdale County LineHighway 138Above Jackson CreekJackson Creek (on right)Below Jackson CreekAbove Honey CreekHoney Creek (on left) OP2A,
-
OP2 TRIBUTARIES TO SOUTH RIVER
SiteStream miles
Drainage area (mi2 )
7Q10
(ft3 /s)
OP2A Honey Creek (DeKalb, Rockdale Counties)
Turner Hill RoadHayden Quarry Road
-
OP2 TRIBUTARIES TO SOUTH RIVER Continued
SiteStream miles
Drainage 7Q10area (mi 2 ) (ft 3 /s)
OP2C Snapping Shoals Creek (Rockdale, Newton Counties)--Continued
Highway 212Old Rocky Plain RoadMouth
OP2C1 Almond Branch (Rockdale County)
-
OP
2 S
OU
TH
RIV
ER
FR
OM
KL
ON
DIK
E R
OA
D T
O L
AK
E J
AC
KS
ON
ro
50
0.0
X
X X
X--
X
EX
PLA
NA
TIO
N
Dra
ina
ge
are
a p
rofile
7Q10
da
ta p
oin
t
7Q10
Pro
file
(P
robable
a
ccu
racy
good)
7Q10
Pro
file (
Pro
bable
a
ccu
racy
fa
ir)
7Q10
Pro
file (
Pro
bable
a
ccu
racy
poor)
Appro
xim
ate
loca
tion
of
wa
ter
pollu
tion
con
tro
l pla
nt
(WP
CP
) o
utf
all
Appro
xim
ate
lo
catio
n
of
wa
ter
inta
ke
Dra
inag
e ar
ea
18.0
16
.0
STR
EA
M M
ILE
S
-
OP
2A H
ON
EY
CR
EEK
OP
2B C
AM
P C
REE
K
ro
oo
76
5S
TRE
AM
MIL
ES
OP
2C S
NA
PP
ING
SH
OA
LS C
REE
K
Dra
inage
area
EX
PLA
NA
TIO
N
Dra
inag
e ar
ea p
rofil
e
X 7Q
10 d
ata
poin
t
X X
7Q
10 P
rofil
e (P
roba
ble
accu
racy
good)
X--
X
7Q10
Pro
file
(Pro
babl
e ac
cura
cy f
air)
X -
X
7Q10
Pro
file
(Pro
babl
e ac
cura
cy p
oo
r)
v A
pp
roxi
ma
te l
oca
tion
v o
f w
ate
r pollu
tion
v co
ntr
ol
pla
nt
(WP
CP
) o
utf
all
A A
pp
roxi
ma
te l
oca
tion
A of
wa
ter
inta
ke
43
2S
TR
EA
M M
ILE
S
OP2
C1
ALM
ON
D B
RA
NC
H
Drainage
area
98
7S
TRE
AM
MIL
ES
43
2S
TRE
AM
MIL
ES
-
DRAINAGE AREA, IN SQUARE MILES
Chestnut Road
Rocky Plain Road
Highway 212
DRAINAGE AREA, IN SQUARE MILES
ackson Lake Road
»
of water
§-
of
>
Approxim
S-o" oao'
<
control pi outfall
a
-0
0T3
«
Approxim of water
" Q
i:» C _ . o ° 23 Q
6"
accuracy |
0o
v-^
X
X
7Q10 Prof
a
oCTaCT
accuracy
Q
X
7Q10 Prof
a>
3CTQCT
accuracy
>a o0a.
I
7Q10 Prof
a>
oCTQCTa>
X
o ? m ~* - XQ. Q 12a ia f~ o * >
o 3 ^j-' go
c
f
3 ^.3!(
-
OPS BIG COTTON INDIAN CREEK
SiteStream miles
Drainage 7Q10 area (mi 2 ) (ft 3 /s)
OPS Big Cotton Indian Creek (Clayton, Henry Counties)
Above Upton CreekUpton Creek (on right)Below Upton CreekDouble Bridges RoadRex RoadAbove Tar CreekTar Creek (on right)Below Tar CreekRoadClayton-Henry County LineAbove Panther CreekPanther Creek (on right) OP3A, » Clayton Co IntakeAirline RoadHighway 20Mouth
20.7320.7320.7320.6019.1718.3518.3518.3518.3317.9417.4017.4017.4016.8616.1516.0816.0816.0815.9313.0912.4412.4412.4411.7911.5711.5711.5711.208.598.598.597.585.395.395.394.544.354.354.353.503.45
.730.00
3.1(4.9)8.0
* 8.0* 11.5
13.3(2.0)15.2
* 15.3* 15.5
15.8(8.2)24.0
* 24.5* 25.2
25.2(1.8)27.0
* 27.1* 29.2
29.6(2.7)32.4
* 33.333.6
(12.6)46.246.449.9(2.6)53.
* 54.57.
(61.)118.
*118.118.(1.9)
120.*121.*122.
126.126.
0.34
.67(.62)1.31.31.41.4
1.51.51.61.6
1.71.81.8
2.52.52.7
2.93.03.1
* Interpolated drainage area.( ) Drainage area or flow at the mouth of a tributary.«< Approximate location of water pollution control plant (WPCP) outfall,»> Approximate location of water intake.
30
-
OPS TRIBUTARIES TO BIG COTTON INDIAN CREEK
SiteStream miles
Drainage area (mi 2 )
7Q10
(ft3 /s)
OP3A Panther Creek (Clayton, Henry Counties)
Mt. Zion Blvd.Fielder Road
-
OPS TRIBUTARIES TO BIG COTTON INDIAN CREEK Continued
SiteStream miles
Drainage area (mi 2 )
7Q10
(ft 3 /s)
OP3C1 Reeves Creek (Clayton, Henry Counties)
RoadFielder RoadClayton-Henry County LineHighway 138RoadInterstate 75Flippen RoadTye RoadRock Quarry RoadMouth
OP3C2 Pates Creek (Clayton, Henry Counties)
Freeman RoadClayton-Henry County LineChambers RoadFlippen RoadHighway 351Interstate 75Tunis RoadSouthern RailroadRoadMouth
6.565.555.034.343.663.051.711.00
.440.00
*
***
*
2.33.74.45.36.37.29.09.7
10.310.7
7.636.965.193.893.562.581.820.79.36
0.00
3.45.09.3
10.911.613.815.616.717.217.4
0.59 .67 .84 .91 .96
1.0
* Interpolated drainage area.( ) Drainage area or flow at the mouth of a tributary.«< Approximate location of water pollution control plant (WPCP) outfall>» Approximate location of water intake.
32
-
OP
S B
IG C
OTT
ON
IN
DIA
N C
REE
K
130.0
110.
0
10
0.0
50
.0
30
.0
20.0
10.0
EX
PL
AN
AT
ION
Dra
ina
ge
are
a p
rofil
e
X
7Q10
da
ta p
oin
t
X X
7Q
10 P
rofil
e (
Pro
bable
a
ccu
racy
go
od
)
X--
X
7Q10
Pro
file
(P
robable
a
ccu
racy
fa
ir)
X--
--X
7Q
10 P
rofil
e (
Pro
ba
ble
acc
ura
cy p
oor)
v A
ppro
xim
ate
loca
tion
v o
f w
ate
r pollu
tion
v co
ntr
ol
pla
nt
(WP
CP
) outfall
A A
ppro
xim
ate
lo
catio
n
A o
f w
ate
r in
take
22
.5
21.0
18.0
17.0
16.0
15.0
14.0
13.0
12.0
11
.0
10.0
STR
EAM
MIL
ES9
.08.0
5.0
4.0
1.0
o
u3 U)
15.0
Of
. tf12
.5
O
QD
10.0
d
O a
-
OP3A PAN
THER
CREEK
OP3B JAMES CREEK
GO
Dra
inag
e ar
ea
EX
PLA
NA
TIO
N
Dra
inag
e ar
ea p
rofil
e
X 7Q
10 d
ata
poin
t
X X
7Q
10 P
rofil
e (P
roba
ble
acc
ura
cy g
ood)
X--
X
7Q10
Pro
file
(Pro
babl
e a
ccu
racy
fa
ir)
X--
--X
7Q
10 P
rofil
e (P
roba
ble
acc
ura
cy p
oo
r)
v A
pp
roxi
ma
te l
oca
tion
v
of
wate
r p
ollu
tion
v
contr
ol
pla
nt
(WP
CP
) outfall
A A
pp
roxi
ma
te l
oca
tion
A
of
wate
r in
take
STR
EA
M M
ILE
SS
TRE
AM
MIL
ES
-
OP
3C L
ITTL
E C
OTT
ON
IN
DIA
N C
REE
K
EX
PL
AN
AT
ION
Dra
inag
e ar
ea p
rofil
e
X 7Q
10 d
ata
poin
t
X X
7Q
10 P
rofil
e (P
roba
ble
accu
racy
goo
d)
X--
X
7Q10
Pro
file
(Pro
babl
e ac
cura
cy f
air)
X--
-X
7Q10
Pro
file
(Pro
babl
e ac
cura
cy p
oor)
v A
pp
roxi
ma
te l
oca
tion
v
of
wa
ter
pollu
tion
v co
ntr
ol
plan
t (W
PC
P)
outfall
A A
pp
roxi
ma
te l
oca
tion
A
of
wa
ter
inta
ke
CJ
Ul
STR
EA
M M
ILE
S
OP
3C1
REE
VES
CR
EEK
OP
3C2
PATE
S C
REE
K
Dra
ina
ge
ar
ea
STR
EA
M M
ILE
SS
TRE
AM
MIL
ES
-
OP4 WALNUT CREEK
SiteStream miles
Drainage 7Q10area (mi 2 ) (ft3 /s)
OP4 Walnut Creek (Henry County)
Babbs Mill RoadDutch Town RoadJonesboro RoadChambers RoadRoadInterstate 75RoadAbove Crittle CreekCrittle Creek (on right)Below Crittle CreekOak Grove RoadAbove Birch CreekBirch Creek (on right) OP4ABelow Birch CreekDailey Mill RoadSouthern RailroadHighway 42, U.S. 23Road>» McDonough IntakeHighway 155
-
OP4 TRIBUTARIES TO WALNUT CREEK
Site
OP4A Birch Creek (Henry County)
Oakland RoadNail CircleHighway 81Interstate 75Above CreekCreek (on left) OP4A1Below CreekBridges RoadJonesboro RoadMouth
OP4A1 Creek (Henry County)
RoadMount Carmel RoadChambers RoadMill RoadMouth
OP4B Camp Creek (Henry County)
Greenwood RoadRoadInterstate 75Road» Approximate location of water intake.
37
-
OP4 TRIBUTARIES TO WALNUT CREEK Continued
Site
Drainage 7Q10 Stream area miles (mi 2 ) (ft3 /s)
OP4D Nails Creek (Henry County)
Bethany RoadRoadLake Daw DamRoadUpchurch DriveUpchurch RoadAbove CreekCreek (on right)Below CreekTurner RoadMouth
4.834.373.343.192.501.731.691.691.690.100.00
****
*
.651.32.72.93.84.94.9
(2.4)7.38.99.0
* Interpolated drainage area.( ) Drainage area or flow at the mouth of a tributary. Approximate location of water intake.
38
-
OP
4 W
AL
NU
T C
RE
EK
OO
- 20
.0
- 15
.0
Dra
ina
ge
ore
a p
rofil
e
X 7Q
10 d
ata
poin
t
X X
7Q10
Pro
file
(P
rob
ab
le
acc
ura
cy g
oo
d)
X--
X
7Q10
Pro
file (
Pro
bable
a
ccu
racy
fa
ir)
X--
--X
7Q
10 P
rofil
e (
Pro
bable
a
ccu
racy
poor)
Appro
xim
ate
loca
tion
of
wa
ter
po
llutio
n
con
tro
l pla
nt
(WP
CP
) outfall
Appro
xim
ate
loca
tion
of
wa
ter
inta
ke
10.0
22.0
21
.012
.0
11.0
10
.0
STR
EA
M M
ILE
S
-
017
DRAINAGE AREA. IN SQUARE MILESDRAINAGE AREA, IN SQUARE MILES
Parker Road Turner Church Road
Interstate 75rCreek OP4A1
-Bridges Road
rJonesboro Road "
DRAINAGE AREA, IN SQUARE MILES
^Bethany Road
cRoad
Lake Daw Dam ad
DRAINAGE AREA, IN SQUARE MILES
oad
DRAINAGE AREA, IN SQUARE MILES
c-Greenwood Road
Interstate 75 /Kooa
Henry Co WPCP
Long Branch
Highway 42, U.S. 23
7Q10 FLOW, IN CUBIC FEET PER SECOND
»of water into
o
>
Approximate
o ooo3
control plant outfall
TJOTJ
«
Approximate of water poll
c _o f
o3
accuracy poo
^
X
X
7Q10 Profile (
TJ
0
OCT0
accuracy fair]
¥X
o o
15"3CTOCT0
accuracy go<
u S
I7Q10 Profile (
T30.
OS"
X
e a rn 05*^
1! I 2. ® ^i i _ ;2- T3 O
c
c
> ^~ s~
-
OP5 YELLOW RIVER TO KILLIAN HILL ROAD
Site
Drainage 7Q10 Stream area miles (mi 2 ) (ft3 /s)
OPS Yellow River to Killian Hill Road (Gwinnett County)
Note: Upstream from the mouth of Sweetwater Creek, the Yellow River and its tributaries flow through an area with high evapotranspiration losses. Low-flow data are erratic in this area and flow profiles have not been drawn connecting 7Q10 data computed for point locations.
Highway 20Above Wildcat CreekWildcat Creek (on right)Below Wildcat CreekCollins Hill RoadAbove Little Suwannee CreekLittle Suwannee Creek (on right) OP5ABelow Little Suwannee CreekLawrenceville-Suwannee RoadHighway 120Above Wolf CreekWolf Creek (on right)Below Wolf CreekHighway 316Old Norcross-Lawrenceville RoadDavis Mill RoadHighway 8Above Pew or Redland CreekPew or Redland Creek (on left) OP5BBelow Pew or Redland CreekPlantation RoadAbove Pughs CreekPughs Creek (on left) OP5CBelow Pughs CreekArnold RoadOak RoadAbove Bankstan CreekBankstan Creek (on left)Below Bankstan CreekAbove Fork CreekFork Creek (on right)Below Fork CreekAbove Sweetwater CreekSweetwater Creek (on right) OP6Below Sweetwater CreekRiver Drive
-
OPS YELLOW RIVER TO KILLIAN HILL ROAD Continued
Drainage 7Q10 Stream area
Site miles (mi 2 ) (ft3 /s)
OPS Yellow River to Killian Hill Road (Gwinnett County) Continued
Turkey Creek (on left) 52.80 (2.7)Below Turkey Creek 52.80 129. 4.7Above Watson Creek 52.66 130. 4.7Watson Creek (on left) 52.66 (3.5)Below Watson Creek 52.66 133. 5.0Gage 02206500 52.11 134. 5.0Killian Hill Road 52.10 134. 5.0
* Interpolated drainage area.( ) Drainage area or flow at the mouth of a tributary.» Approximate location of water intake.
42
-
OP5 TRIBUTARIES TO YELLOW RIVER
SiteStream miles
Drainage 7Q10area (mi 2 ) (ft 3 /s)
OP5A Little Suwannee Creek (Gwinnett County)
Prospect RoadLawrenceville HighwayOld Peachtree Road (upper)Above CreekCreek (on right)Below CreekOld Peachtree Road (lower)Collins Hill RoadAbove CreekCreek (on right)Below CreekRussell RoadMouth
OP5B Pew Creek (Gwinnett County)
Johnson RoadHudson RoadAbove Redland CreekRedland CreekBelow Redland CreekPatterson RoadMouth
OP5C Pughs Creek (Gwinnett County)
Old Snellville Highway Above Creek Creek (on left) Below Creek Five Forks Road Mouth
7.346.125.555.055.055.054.723.192.022.022.021.080.00
.08* 1.2* 1.7
2.2(1.2)3.43.75.05.8
(3.2)9.09.6
10.5
0.02
1.911.211.051.051.050.480.00
2.461.461.461.46.83
0.00
2.2 2.8 3.0
(3.2) 6.2 7.0 7.8
3.6 4.3 (1.2) 5.4 5.9 6.6
.07
0.26
0.18
.48
* Interpolated drainage area.( ) Drainage area or flow at the mouth of a tributary.» Approximate location of water intake.
43
-
160.
0O
P6
YE
LLO
W R
IVE
R T
O K
ILJJ
AN
HIL
L R
OA
D
150.
0 -
140.
0 -
120.
0 -
110.
0 -
^
100.
0
70
.0
^
60.0
Q
iQ
50
.0
30
.0
20.0
0.0
EX
PLA
NA
TIO
N
Dra
ina
ge
are
a p
rofile
X 7Q
10 d
ata
po
int
X X
7Q
10 P
rofil
e (
Pro
ba
ble
o
ccu
rocy
go
od
)
X--
X
7Q10
Pro
file (
Pro
ba
ble
a
ccu
rocy
fo
ir)
X-
X
7Q10
Pro
file (
Pro
bable
a
ccu
racy
poor)
v A
ppro
xim
ote
lo
cotio
n
v o
f w
ate
r p
ollu
tio
n
V co
ntr
ol
pla
nt
(WP
CP
) o
utf
all
A A
ppro
xim
ate
lo
catio
n
A of
wate
r in
take
S I
II i
ffl12.
0
o9-°
a (A at
UJ
CL
8.0
£7.0
O m 15
O
6.0
5,0
3.0
2.0
1.0
71.0
69.0
68.0
66.0
63.0
62.0
61
.0
ST
RE
AM
MIL
ES
60.0
58
.00.0
56.0
55
.0
54.0
53
.0
52.0
-
OP
5A L
ITTL
E S
UW
AN
NE
E C
REE
KO
P5B
PEW
CR
EEK
OP
5C P
UG
HS
CR
EEK
7Q10 x
.T
J 1 "5 n
n ^
ft
. ^^
c.
-o
1D
t£
o _
0
X
>>
TJ
ii
CO
a
.c
;=
^ -^
- .
x"
£ * £
. J^"^
7Q10
|
| I'^
s^
X
8 »
t,K>
L)r
ain
age
are
a5
c °~
1
|
\s^
&-^S
^
-
U.U
O
IU.U
0.0
7
Q 0
00
8'°
o.oe
o
yC
O
2
ffi ^
0.0
5 °-
<
1-
15
6.0
bJ
O
bJ
CO
0.0
4 0
-_
DQ
<13
bJ
o
ca-r
<
4.0
0.0
3 i
=
LJ
3»
t3
3 1
°-°2
Q
K
O
Q
2.0
r--0.0
1
TJ
1 C*
0
ID
toB
l-
O
-' +-»
y
5 /
0 /
1 r
"Dra
ina
ge
a
rea
D
D o:
O
.-
c
10
"0
c
X
^s
.
-
X7Q
10
*2
.U
IU.U
2.5
0 0
CO
8'°
bJ
yCO
2
2-0
g
^J
t
1
6-°
bJ
CO
1.5
0
-_DQ
<
13
bJ
0
CCz
<
4.0
~
bJ1.0
*£
^3
ib
- <
O
^a
2.
00.
5 r~-
TJ D J2
>>
£*
o >
"0
IT
/
x
S J/^
'/̂/
'^|>
1
I
XS
J
7Q10
-
^r
^^^
Dra
ina
ge
are
a
-
7Q10
I.U
Q
EX
PLA
NA
TIO
N
Dra
inag
e ar
ea p
rofil
e
°-8
§
'X
7Q10
dat
a poin
t
bJ
!C
O a: S0.6
1-
bJ O DQ O0
.4 z 1
O0.2
5 r-
X X
7Q10
Pro
file
(Pro
babl
eac
cura
cy g
ood)
X--
X
7Q10
Pro
file
(Pro
babl
e ac
cura
cy f
air)
X----
-X
7Q10
Pro
file
(Pro
babl
eac
cura
cy p
oor)
v A
pp
roxi
ma
te l
oca
tion
v o
f w
ate
r p
ollu
tion
v
contr
ol
plan
t (W
PC
P)
outfall
A A
ppro
xim
ate
lo
catio
n
A o
f w
ate
r in
take
2.5
-
^
54321
STR
EA
M M
ILE
S3
2 1
STR
EA
M M
ILE
S3
2 1
STR
EA
M M
ILE
S
-
OP6 SWEETWATER CREEK
Site
OP6 Sweetwater Creek (Gwinnett County)
Singleton CreekHighway 120Interstate 85Above Cardinal CreekCardinal Creek (on right) OP6ABelow Cardinal CreekAbove Fork CreekFork Creek (on left) OP6BBelow Fork CreekNorcross RoadAbove CreekCreek(on right)Below CreekClub DriveCruse RoadAbove Beaver Ruin CreekBeaver Ruin Creek (on right) OP6CBelow Beaver Ruin Creek
-
OP6 TRIBUTARIES TO SWEETWATER CREEK
Site
QP6A Cardinal Creek (Gwinnett County)
McDaniel Road RoadInterstate 85 Mouth
QP6B Fork Creek (Gwinnett County)
Pruett Road Highway 120 Interstate 85 Highway 316 Above Creek Creek (on left) Below Creek Boggs Road Mouth
OP6C Beaver Ruin Creek (Gwinnett County)
Pirkle RoadInterstate 85Above CreekCreek (on right)Below CreekIndian Trail RoadHillcrest RoadFreeman LakeBeaver Ruin RoadAbove Bromolow CreekBromolow Creek (on left) OP6C1Below Bromolow CreekPleasant Hill RoadMouth
OP6C1 Bromolow Creek (Gwinnett County)
Norcross RoadBidell RoadAbove Shetley CreekShetley Creek (on right)Below Shetley CreekAbove CreekCreek (on right)Below CreekInterstate 85Shackleford RoadAbove Creek
Stream miles
1.500.670.160.00
3.842.291.701.20.68.68.68
0.210.00
6.835.775.225.225.224.914.422.602.511.431.431.430.840.00
3.613.243.013.013.012.592.592.592.201.96.61
Drainage area (mi 2 )
4.5* 5.2* 5.7
5.8
.862.0
* 2.4* 2.8
3.3(4.4)7.7
* 8.38.6
2.83.64.0(1.5)5.55.76.1
* 8.1* 8.2
9.5(12.1)21.6
* 22.223. 1
1.21.61.8
(1.4)3.13.5(5.0)8.5
* 9.09.210.6
7010
(ft3 /s)
0.09.10.10.10
0.01.07.08.10.11
.35
.36
.36
0.15.16.16
.30
.30
.31
.32
.33
.33(.54).87.89.93
0.12.15.17
.22
.24
.48
.49
.49
.50
* Interpolated drainage area.( ) Drainage area or flow at the mouth of a tributary.» Approximate location of water intake.
47
-
OP6 TRIBUTARIES TO SWEETWATER CREEK Continued
Site
Drainage 7Q10 Stream area miles (mi 2 ) (ft3 /s)
OP6C1 Bromolow Creek (Gwinnett County)--Continued
Creek (on left) Below Creek Mouth
OP6D Jackson Creek (Gwinnett County)
Above Lucky Shoals CreekLucky Shoals CreekBelow Lucky Shoals CreekJimmy Carter Blvd.Rock Bridge RoadAbove CreekCreek (on left)Below CreekDickens RoadHarbins RoadRoadIndian Trail Road (Road 1308)
-
OP
6 S
WE
ET
WA
TE
R C
RE
EK
CO UJ _J UJ rr ID
0 CO z ui rr *c UJ O z rr Q
oo
.u
80
.0
75
.0
70
.0
65
.0
60
.0
55
.0
50
.0
45
.0
40
.0
35
.0
30
.0
25
.0
20
.0
15.0
10.0
5.0
n n
11111111
EX
PLA
NA
TIO
N
Dra
ino
ge
are
a p
rofile
X 7Q
10 d
ata
po
int
X X
7Q10
Pro
file
(P
rob
ab
le
acc
ura
cy g
oo
d)
X--
X
7Q10
Pro
file
(P
robable
acc
ura
cy f
air)
X--
--X
7Q
10 P
rofil
e (
Pro
bable
acc
ura
cy p
oor)
i- v
Ap
pro
xim
ate
lo
catio
nv
of
wa
ter
pollu
tion
v co
ntr
ol
plo
nt
(WP
CP
)outfall
A A
pp
roxi
ma
te l
oca
tion
A o
f w
ate
r in
take
- - -
a_
o 5 c
E £
2
°*
I
1
- i
___ L -^
jr
' "
" ' i i *
i i
i i
11
11
11
c a D C j < C _c a < (
T3
CD
0
5°
.>
c
" c
-Q
oO
o
3
i
|
<p
-
Dra
ina
ge
ar
ea
y i
7Q10
i i
i i
i i
i i
i i
i tt c <
><'.
0 0
,s *
D C
D JI
* V
^^>
>
i-
J»
1 1
1 1
1 '
2
D L
3 *
TJ
D
o>
0
5 .-^
C
£
1 0
s ?
^ - - - -
I X
9 - - - - -
i _
__
__
j __
__
_
o.u
7.5
7.0 6.5
6.0
5.5
o Z 0
05.0
$ rr UJ D_
4.5
,_
UJ
UJ u_
4.0
O
^ CO ID O
3.5
Z ^" q
3.0
^ o 02.
5 r^
2.0 1.5
1.0
0.5
n n
7.5
7.0
6.0
5.5
5.0
STR
EA
M M
ILE
S2.
5
-
OP6A CAR
DINA
L CREEK
OP6B
FOR
K CR
EEK
OP6C BEA
VER
RUIN CRE
EK
cn oS
TRE
AM
MIL
ES
OP6
C1
BR
OM
OLO
W C
REE
K
Dra
inage
area
7Q10
1.75
O1.5
0
O c«
ct LJ1.
25
&- H1
.00
O m
o
0.7
5 ?
Q
0.5
0
' o
0.2
5
i i
i i
i '
O
-
OP7 YELLOW RIVER FROM KILLIAN HILL ROAD TO U.S. 278
SiteStream miles
Drainage area (mi 2 )
7Q10
(ft3 /s)
OP7 Yellow River from Killian Hill Road to U.S. 278
(Gwinnett, DeKalb, Walton, Rockdale, Newton Counties)
Killian Hill RoadAbove Garner CreekGarner Creek (on right) OP7ABelow Garner CreekAbove Pounds CreekPounds Creek (on right)Below Pounds CreekHighway 78Above Jacks CreekJacks Creek (on left) OP7BBelow Jacks CreekAnnistown PoadHwy 124, Gwinnett-Dekalb County LineAbove Stone Mountain CreekStone Mountain Creek (on right) OP7CBelow Stone Mountain CreekAbove No Business CreekNo Business Creek OP7DBelow No Business CreekAbove Swift CreekSwift Creek (on right) OP7EBelow Swift CreekPleasant Hill RoadDekalb-Rockdale County LineAbove Lake CapriLake CapriBelow Lake CapriAbove Hammock CreekHammock Creek (on left)Below Hammock CreekIrwin Bridge RoadAbove Mark BranchMark Branch (on left)Below Mark Branch>» Conyers Water IntakeHighway 20, Gage 02207300Above Carr BranchCarr Branch (on left) OP7FBelow Carr BranchHighway 138Above Quigg BranchQuigg Branch (on right)Below Quigg BranchRoadAbove Big Haynes Creek
52.1051.3751.3751.3749.0149.0149.0148.8946.3046.3046.3045.7042.0041.6041.6041.6040.2840.2840.2838.1138.1138.1138.0437.4336.5236.5236.5234.9834.9834.9834.2834.1434.1434.1432.5032.4930.6730.6730.6730.1128.8828.8828.8827.5725.97
134.135.(6.0)
141.142.(3.8)
146.146.149.(5.4)
155.*155.
160.160.(29.4)190.190.(13.9)204.206.
(7.5)213.213.
*214.216.(4.9)
220.224.
(3.2)227.227.228.
(2.6)230.
*236.236.240.(6.9)
247.248.249.(3.3)
252.*256.260.
5.05.0
(1.1)6.16.2(.14)6.36.36.4(.30)6.76.86.96.9
(2.6)9.59.6
(1.2)10.810.8(.50)
11.311.311.411.4
11.611.7
11.811.811.8
11.912.112.112.3
12.512.512.6
12.712.813.0
* Interpolated drainage area.( ) Drainage area or flow at the mouth of a tributary. Approximate location of water intake.
51
-
OP7 YELLOW RIVER FROM KILLI AN HILL ROAD TO U.S. 278 Continued
SiteStream miles
Drainage area (mi 2 )
7Q10
(ft3 /s)
OP7 Yellow River from Killian Hill Road to U.S. 278 Continued
Big Haynes Creek (on left) OP7GBelow Big Haynes CreekRockdale-Newton County LineSockwell RoadAbove Gum CreekGum Creek (on left) OP7HBelow Gum CreekGeorgia RailroadInterstate 20Highway 12, U.S. 278, Gage 02207500
25.9725.9725.9624.3223.4023.4023.4022.7022.6422.62
(80.) 340.
*340.*342. 344. (31.6)375.
*376.*376.376.
(4.9)17.917.917.918.0(3.0)21.021.021.021.0
* Interpolated drainage area.( ) Drainage area or flow at the mouth of a tributary.«< Approximate location of water pollution control plant (WPCP) outfall>» Approximate location of water intake.
52
-
OP7 TRIBUTARIES TO YELLOW RIVER
SiteStream miles
Drainage area (mi 2 )
7Q10
(ft 3 /s)
OP7A Garner Creek (Gwinnett County)
Rockbridge RoadGarner DriveCole RoadAbove Hale CreekHale Creek (on left)Below Hale CreekFive Forks-Trickum Road, Gage 02207000Mouth
OP7B Jacks Creek (Gwinnett County)
Bethany Church Rd, Hwy 264Ross RoadMouth
OP7C Stone Mountain Creek (DeKalb Co.)
Silver Hill RoadLilburn-Stone Mountain RoadHighway 10, U.S. 78Dam-Stone Mountain LakeStewart Mill RoadDeshon RoadRockbridge RoadAbove Crooked CreekCrooked Creek (on right) OP7C1Below Crooked CreekHighway 124Mouth
OP7C1 Crooked Creek (DeKalb County)
Alford Road Stephenson Drive Deshon Road Mouth
OP7D No Business Creek (Gwinnett, DeKalb Counties)
Springdale RoadCenterville-Rosebud RoadAbove Do Little CreekDo Little Creek (on left)Below Do Little CreekLee RoadLake DriveGwinnett-DeKalb County LineNorris LakeNorris Lake RoadMouth
3.823.282.271.781.781.78
.910.00
1.380.530.00
9.698.948.805.575.023.652.071.741.741.74
.990.00
2.741.911.070.00
6.854.263.213.213.212.091.310.320.100.090.00
.74* 1.1
1.92.3
(2.6)4.95.56.0
3.9* 4.8
5.4
2.9* 8.2
9.213.013.815.818. 118.6(8.7)27.328.429.4
5.76.4
* 7.28.2
2.3* 4.8
5.8(1.8)7.68.7
* 10.6* 13.1* 13.7* 13.7
13.9
0.20 .26 .38 .45
.80 1.0 1. 1
0.21 .27 .30
0.45 .50 .82 .89
1.1 1.3 1.3 (1.1)2.42.52.6
0.79 .89
1.01.1
0.41 .50
.66
.75
.921.11.2 1.2 1.2
* Interpolated drainage area.( ) Drainage area or flow at the mouth of a tributary.» Approximate location of water intake.
53
-
OP7 TRIBUTARIES TO YELLOW RIVER Continued
Site
OP7E Swift Creek (DeKalb County)
Rogers Lake RoadGeorgia RailroadRock Chapel Road Highway 124Mouth
OP7F Carr Branch (Rockdale County)
RoadAbove Rockdale Lake OutletRockdale Lake OutletBelow Rockdale Lake OutletMouth
OP7G Big Haynes Creek (Gwinnett, Walton, Rockdale
Lakeview RoadPinehurst RoadSnellville-Grayson Road, Hwy 84Highway 10Temple Johnson RoadPate RoadLenora RoadLee RoadAbove Brushy Fork CreekBrushy Fork Creek (on left) OP7G1Below Brushy Fork CreekGwinnett-Walton County LineWalton-Rockdale County LinePleasant Hill RoadAbove Little Panther CreekLittle Panther CreekBelow Little Panther CreekRoadBlack Shoals RoadAbove Winfield CreekWinfield Creek (on right)Below Winfield CreekHighway 138Above Little Haynes CreekLittle Haynes Creek (on left) OP7G2Below Little Haynes CreekRoadMouth
Stream miles
4.062.001.920.00
1.451.171.17 1.170.00
Drainage area (mi 2 )
1.3* 5.0
5.17.5
3.03.3(2.6) 5.96.9
7Q10
(ft3 /s)
0.34.35.50
Newton Counties)
19.9319.4218.9618.2216.7015.8214.9113.2213.0113.01 13.0112.7112.4011.9011.1111.11 11.119.328.506.606.60 6.605.104.514.51 4.510.820.00
5.0* 5.9* 6.7
8.0* 13.2
16.2* 17.8* 20.7
21.0(10.6) 31.6
* 32.0* 32.5* 33.2
34.4(1.9) 36.3
* 39.1* 40.443.3(3.0) 46.349.850.(25.7) 76.
* 79.80.
0.56.66.75.90
1.5(.37) 1.91.92.02.02.1
2.22.42.42.6
2.83.03.0(1.7) 4.74.94.9
* Interpolated drainage area.( ) Drainage area or flow at the mouth of a tributary.» Approximate location of water intake.
54
-
OP7 TRIBUTARIES TO YELLOW RIVER Continued
Site
Drainage 7Q10 Stream area miles (mi 2 ) (ft3 /s)
OP7G1 Brushy Fork Creek (Walton, Gwinnett Counties)
U.S. 78, Highway 10Lake CarltonRoadLoganville RoadBeaver RoadRosebud RoadLee RoadMouth
OP7G2 Little Haynes Creek (Walton, Newton, Rockdale
Green StreetCenter Hill RoadRockdale-Newton-Walton County LineAbove Sandy Rock CreekSandy Rock Creek (on right) OP7G2ABelow Sandy Rock CreekHighway 138Dial Mill RoadMouth
OP7G2A Sandy Rock Creek (Walton, Rockdale Counties)
Sandy Creek RoadSharon Church RoadWalton-Rockdale County LineMouth
OP7H Gum Creek (Walton, Newton Counties)
Still RoadWalton-Newton County LineHighway 138Hightower TrailAbove CreekCreek (on left)Below CreekDial Mill RoadEdwards RoadAbove Little Gum CreekLittle Gum Creek (on left)Below Little Gum CreekCook RoadMouth
6.225.125.114.403.611.310.910.00
Counties)
8.455.143.192.672.672.671.480.630.00
3. 141.751.240.00
10.678.678.237.375.705.705.705.543.472.332.332.330.580.00
2.5* 4.7* 4.8* 6.2
7.8* 9.6* 9.9
10.6
5.412.9
* 15.315.9(7.0)22.924.3
* 25.125.7
4.8* 5.8* 6.1
7.0
4.0* 7.6* 8.4* 10.0
13.0(5.0)18.0
* 18.1* 20.4
21.7(4.6)26.431.431.6
0.22 .28 .34 .35 .37
0.85 1.01. 1
1.51.61.7 1.7
1. 11.21.31.4
1.7 2.0 2.0
* Interpolated drainage area.( ) Drainage area or flow at the mouth of a tributary.» Approximate location of water intake.
55
-
OP
7 Y
ELL
OW
RIV
ER F
RO
M K
ILLI
AN
HIL
L R
OA
D T
O U
.S.
278
CTi
400.0
350.0
325.
0
30
0.0
275.
0
200.0
175.
0
EX
PL
AN
AT
ION
Dra
ina
ge
are
a p
rofil
e
X 7Q
10 d
ata
poin
t
X X
7Q
10 P
rofil
e (
Pro
ba
ble
acc
ura
cy g
oo
d)
X--
X
7Q10
Pro
file (
Pro
bable
a
ccu
racy
fa
ir)
X--
--X
7Q
10 P
rofil
e (
Pro
ba
ble
a
ccu
racy
poor)
v A
ppro
xim
ate
loca
tion
v o
f w
ate
r pollu
tion
v co
ntr
ol
pla
nt
(WP
CP
) o
utf
all
A A
ppro
xim
ate
loca
tion
A o
f w
ate
r in
take
35
.0
30
.0
27.5
8
25.0
17.5
5
12.5
10.0
52.0
40
.0
38.0
36.0
STR
EA
M M
ILE
S3
0.0
28
.00.0
-
OP
7A G
AR
NE
R C
RE
EK
OP
7B J
AC
KS
CR
EEK
<
5.0
o
Dra
ina
ge
ar
ea
enS
TRE
AM
MIL
ES
OP
7C S
TON
E M
OU
NTA
IN C
REE
K
3 2
1 S
TRE
AM
MIL
ES
EX
PLA
NA
TIO
N
Dra
inag
e ar
ea p
rofil
e
X 7Q
10 d
ata
poin
t
X X
7Q
10 P
rofil
e (P
roba
ble
accu
racy
goo
d)
X--
X
7Q10
Pro
file
(Pro
babl
e ac
cura
cy f
air)
X-
X
7Q10
Pro
file
(Pro
babl
e ac
cura
cy p
oor)
v A
pp
roxi
mo
te l
oca
tion
v o
f w
ate
r pollu
tion
v co
ntr
ol
pla
nt
(WP
CP
) outfall
A A
pp
roxi
ma
te l
oca
tion
A o
f w
ate
r in
take
OP7
C1
CR
OO
KE
D C
REE