Texas Register, Volume 14, Number 11, Pages 645-721, February 10, 1989 Page: 766
645-721 p. ; 28 cm.View a full description of this periodical.
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station ....................................
7. Product of line 5 multiplied by line 6 (Maximum =
350) .................. ...... ................
C. Future Treatment Requirements: -0-
D. Environmental Nuisances:
8. Environmental nuisance factor (Table II)....
9. Average yearly rainfall for area to be served
by project ................................
10. Population (from line 1).....................
11. Quotient of line 10 divided by 10,000.......
12. Product of line 8 multiplied by line 9, multiplied by
line 11 ....................................
13. Quotient of line 12 divided by 24.0 (Maximum =
RATING SCORE (Sum of line 7, 13) (Maximum = 800)......
NEW SEWERAGE SYSTEMS
(Rating Sheet No. ,3)
A. Existing Treatment Facilities:
1. Sum of biochemical oxygen demand and
suspended solids concentrations for septic tanks
2. Average estimated flow of effluent (MGD) based upon14 TexReg 766 February 10, 1989 Texas Register *
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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/m1/44/: accessed May 22, 2024), University of North Texas Libraries, The Portal to Texas History, https://texashistory.unt.edu; crediting UNT Libraries Government Documents Department.