Texas Register, Volume 14, Number 11, Pages 645-721, February 10, 1989 Page: 763
645-721 p. ; 28 cm.View a full description of this periodical.
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24. Sum of line 13 and line 23 ...................
25. Product of line 24 multiplied by 0.9 (Maximum =
200) ........................................
B. Water Quality Impact:
26. Largest downstream water use factor
(Table I) ...................................... ...
27. Factor (Figure 1) for average population densities of
counties (from latest Texas Almanac) traversed by
receiving stream for distance of 50 miles downstream
from point of discharge, including originating and
terminating counties .........................
28. Sum of line 26 and line 27..................
29. Product of line 28 multiplied by line 24,
multiplied by 0.4 (Maximum - 350)............
C. Future Treatment Requirements
30. Effluent biochemical oxygen demand specified in
applicable waste control order or basin plan
for proposed wastewater treatment facility..
31. Effluent suspended solids specified in applicable waste
discharge permit or basin plan for proposed wastewater
treatment facility ..........................
32. Sum of line 30 and line 31..................
33. Quotient of 100 divided by line 32...........* Proposed Sections February 10, 1989 14 TexReg 763
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Texas. Secretary of State. Texas Register, Volume 14, Number 11, Pages 645-721, February 10, 1989, periodical, February 10, 1989; Austin, Texas. (https://texashistory.unt.edu/ark:/67531/metapth215998/m1/41/: accessed May 22, 2024), University of North Texas Libraries, The Portal to Texas History, https://texashistory.unt.edu; crediting UNT Libraries Government Documents Department.