Final Second Creek TMDL Pathogens (fecal coliform)
AL06030002-1204-103
1.0 Executive Summary
Section 303(d) of the Clean Water Act and EPA’s Water Quality Planning and Management
Regulations (40 CFR Part 130) require states to identify waterbodies which are not meeting their
designated use(s) and to determine the Total Maximum Daily Load (TMDL) for pollutants
causing the use impairment. A TMDL is the sum of individual waste load allocations for point
sources (WLAs), load allocations (LAs) for nonpoint sources including natural background
levels, and a margin of safety (MOS).
Second Creek is on Alabama’s 303(d) list for pathogens (fecal coliform) from Lauderdale
County Road 76 to the Alabama/Tennessee state line. The listed portion of Second Creek has a
designated use classification of Fish and Wildlife (F&W) from US Highway 72 to the
Alabama/Tennessee state line. Second Creek is a part of the Upper Tennessee River Basin and
begins in Tennessee and flows into Alabama near the town of Lexington and continues on to
Wheeler Lake on the Tennessee River. The USGS hydrologic unit code (HUC) for Wheeler Lake
is 06030002. The Second Creek watershed is comprised of the upper and lower Second Creek
subwatersheds. The HUC numeric ID for the upper and lower Second Creek subwatershed is
06030002-1203 and 06030002-1204, respectively. The total drainage area of the Second Creek
watershed including the portion in the state of Tennessee is approximately 59.0 square miles.
Almost a third of the watershed (33.6%) lies within the state of Tennessee.
Second Creek was placed on the Alabama’s §303(d) list for pathogens in 1998 based on a study
conducted by TVA in 1997. The data used for the listing was gathered from TVA station 10118-
1 and can be found in Appendix B.
TVA collected data monthly at Station 10118-1 in 1997 from June through October. ADEM
collected data on Second Creek at Station SCDL-11 once in July 1998. More recently, ADEM
has collected data on Second Creek at Stations SCDL-11, SCDL-12, and SCDL-13 five times
during the month of June and five times during the month of August in 2003. In 2004, ADEM
has collected data on Second Creek at Stations SCDL-11, SCDL-12, and SCDL-13 five times
during the month of July and five times during the month of September. It should also be noted
that TVA station 10118-1 is the same as ADEM station SCDL-11.
Based on the data from 2003 and 2004, Second Creek is not meeting the pathogen criteria
applicable to its use classification of Fish and Wildlife. Therefore, this TMDL is being developed
for Second Creek.
A mass balance approach was used to calculate this TMDL which utilizes the conservation of
mass principle. The pathogen loading to Second Creek was calculated using a geometric mean
exceedance concentration times the average flow for the 5 samples used to calculate the
geometric mean. The allowable loading was calculated using the same average flow value times
the fecal coliform geometric mean criterion target of 180 colonies/100 mL (200 colonies/100 mL
– 10% Margin of Safety). Reductions to meet the allowable loading were then calculated by
subtracting the allowable loading from the current loading. Table 1.1 is a summary of current
loads, allowable loads and required load reductions necessary to meet the applicable water
Prepared by ADEM/Water Quality Branch Page 4/22