(1974) Chlorine Residue Study, Barton Springs Creek, Austin, Texas
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CHLORINE RESIDUE STUDY
BARTON SPRINGS CREEK
AUSTIN, TEXAS
Thomas E. Chandler
August 4, 1974
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INTRODUCTION
Barton Springs a is fed by a cold water spring with profuse
vegetation in the creek bottom. The bottom consists of bedrock, sand
and gravel with deeper areas covered with silt.
The Texas Parks and Wildlife Department has recently stocked the
area below the dam of the Barton Springs Swimming Pool. Concern was
expressed over the possible lethal levels of chlorine added to the creek
every Monday and Thursday nights through the summer. Each Monday and
Thursday night the pool is drained and the bottom washed off with a
high pressure hose. Then the sides and bottom are sprayed with a mix-
ture of HTH and water (approximately 5 - 7% lbs. to 300 gals. water).
During this spraying operation, the gates to the dam are left open.
After completion of the spraying, the gates are closed and the pool
allowed to refill about 14 - 2 hours. This study was conducted to deter-
mine the concentration levels of chlorine reaching the creek during the
chlorination process.
METHODS AND MATERIALS
Four stations were chosen on August 22, 1974 prior to chlorination
to determine dissolved oxygen, pH, conductivity and chlorine. Station
one was located immediately below the Barton Creek Pool Dam. Station
two was located across from the canoe concession (approximately 300 yds.
downstream). Station three was located beneath the Barton Springs Road
Bridge. Station four was located approximately 400 - 500 yds. down-
stream from station three and just before Barton Springs Creek merges
with Town Lake.
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After the first sampling run, before chlorination, ennertiaes samples
were taken at station one every fifteen minutes for two hours and then
changed to every thirty minutes for another two hours. If chlorine con-
centrations reached lethal levels at station one, other chlorine tests
would be run to determine the progress of chlorine residue traveling
downstream.
Dissolved oxygen was measured with a Delta model 75X dissolved
oxygen meter. The pH was measured with a Beckman Electromate Portable
pH meter. Specific conductivity was measured with Beckman RA-2A portable
conductivity meter. Chlorine samples were run by using a Delta Model 50
portable laboratory. Temperature was measured with a hand-held glass
thermometer.
TABLE OF RESULTS
Specific
Station Time D.O. cl pH Cond. Temp.
1 1920 7.9 BDL 7.5 584 23°C
2 1955 6.0 BDL 7.2 584 25°C
3 2015 4.7 BDL 7.2 584 23°C
4 2025 5.3 BDL Tez 584 23°C
Wind - Calm
BDL - below detectable limits
Pool being lowered
DISCUSSION
Chlorine levels were essentially negative (below detectable limits)
throughout the duration of the study. One sample just prior to closing
the gate had a reading of "one" on the meter. This was adjusted to a
concentration level of 0.025 ppm chlorine from the standard curve sup-
plied with this instrument.
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The conclusion reached is that the chlorine residue levels in
Barton Springs Creek below the swimming pool are not in high enough con-
centrations to be lethal to the exotic fishes stocked by the Department.