Total Maximum Daily Loads for Fecal Coliform
Total Maximum Daily Load for Fecal Coliform - Upper Broad River Basin TOTAL MAXIMUM DAILY LOADS FOR FECAL COLIFORM FOR Turkey Creek, Meng Creek, Browns Creek, Gregorys Creek, Dry Fork, Sandy River, Elizabeth Lake, Little River, Winnsboro Branch, Jackson Creek, and Mill Creek watersheds and the lower portion of the Upper Broad River, South Carolina HYDROLOGIC UNIT CODE: 03050106 (B-086, B-136, B-064, B-243, B-155, B-335, B-046, B-074, B-075, B-110, B-316, B-280, B-337, B-145, B-350, B-123, B-077, B-102, B-338) September 2005 SCDHEC Technical Report Number: 028-05 Total Maximum Daily Load for Fecal Coliform - Upper Broad River Basin In compliance with the provisions of the Federal Clean Water Act, 33 U.S.C §1251 et.seq., as amended by the Water Quality Act of 1987, P.L. 400-4, the U.S Environmental Protection Agency is hereby establishing a Total Maximum Daily Load (TMDL) for Fecal Coliform for Turkey Creek, Meng Creek, Browns Creek, Gregorys Creek, Dry Fork, Sandy River, Elizabeth Lake, Little River, Winnsboro Branch, Jackson Creek, Mill Creek, and the lower portion of the Upper Broad River in the Broad River Basin. Subsequent actions must be consistent with this TMDL. James D. Giattina, Director Date Water Management Division Total Maximum Daily Load for Fecal Coliform - Upper Broad River Basin TRN: 028-05 TABLE OF CONTENTS LIST OF FIGURES ......................................................................................................... iii LIST OF TABLES ........................................................................................................... iv ACRONYMS AND ABBREVIATIONS..........................................................................v SECTION 1 INTRODUCTION ................................................................................... 1-1 1.1 Background....................................................................................................... 1-1 1.2 Watershed Description.....................................................................................
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