Addendum to Regional Water Supply Facilities Plan Final Report (April 2011) Page: 6-22
256 p. : ill. ; 28 cm.View a full description of this report.
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APRIL 2011
1
POINT I
ADD CL 2
POINT 2
ADD CL
FROM
SEDIMENTATION
EFFLUENT
PPE PIPEDM F
STATIC MIXER
NOTES: OCL ADDITION RATE = 0.5 TO 1.0 mg/L [K2V=50,a
JCL ADDITION RATE = 0.5 TO 1.0 mg/L
NUMBER OF CLEARWELL TANKS = 2 CLEAR
SIZE OF WETWELL = 4,000 CF
CHLORINE DISINFECTION DESIGN DATA FOR A 10 MGD PLANT CAPACITYV=4, 000 CF
WELL
HIGH SERVICE/FILTER
BACKWASH WET WELL104'
90 '90U
'.
16.0' (TYP)
CLEARWELL NO.1CLEARWELL NO.2
S(BASED ON 10 MGD PLANT CAPACITY)
DEPTH=8.5'
CHLORINE SYSTEM PLAN LAYOUT AND DESIGN DATA FOR A 10 MGD PLANT CAPACITYHIDALGO COUNTY DRAINAGE DISTRICT NO. 1
CDD*1 . HIDALGO COUNTY REGIONAL WATER SUPPLY FACILITY PLANNING
DRAINAGE DISTRICT CHLORINE SYSTEM PLAN LAYOUT AND
NO..1
. -. DESIGN DATA FOR A 10 MGD PLANT CAPACITYBACKWASH/HIGH SERVICE
-WET WELL DEPTH=8'SCALE: N.T.S.
Civil Systems
CSE Engineering, Inc.
9894 8 asonct S eeseSuite 4a
Houston, Ton s 77028
(713) 782-3811 (713) 782-5812 (Fax)
FIRM REG. #5248Figure 6-5. Chlorine System Layout
REGIONAL WATER SUPPLY FACILITIES PLAN
~in /I
)OOCF
6-22
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Civil Systems Engineering, Inc. Addendum to Regional Water Supply Facilities Plan Final Report (April 2011), report, May 2011; Houston, Texas. (https://texashistory.unt.edu/ark:/67531/metapth839161/m1/175/: accessed July 16, 2024), University of North Texas Libraries, The Portal to Texas History, https://texashistory.unt.edu; crediting UNT Libraries Government Documents Department.