The Town of Addison, Texas and the City of Lancaster, Texas

Beating the Heat: Two Texas Cities Address Distribution System
Water Quality through Comprehensive Action Plans
T
LS
AE
CH
MI
P
2''
2''
8''
8''
8''
6''
6''
ALL EY
RD
AN
6' C
' IR
12'
'
NOKOMIS RD
GREEN ACRE LN
8''
8''
IL L
8''
8''
E RM
WA T
OLD RED OAK RD
8''
12
''
12
''
8''
34
2
Y
HW
ST
AT
E
PRATT RD
WADE RD
2
34
WY
EH
AT
ST
RD
M
A
R
SUNRISE RD
PINTO RD
ALBA RD
6''
CORNELL
8'' RD
8''
8''
6''
10''
PINTO RD
8''
KATY6''ST
6''
6''
6''
PINTO RD
16'' RD
CORNELL
8''
6''
6''
6''
8''
M
TR
U
12
''
MEADOW LN
M
TC
H
HU
R
TE
CA S
L AN
BLANCO DR
30''
12
''
8''
6'' AVE 6''
JOHNS
6''
8''
8''
8''
8''
6''
8''
12''E RD
BLUEGROV
8'
'
6''
T
LS
AE
MINK RD
P
M
A
ASH ST
D
IN
SR
BONNIE VIEW RD
BONNIE VIEW RD
6''
8''
6''
6''
8''
6'' AVE
IRENE
8''
8''
8''
8''
6''
8''
6''
CH
MI
HOUSTON SCHOOL RD
R
SUNRISE RD
SUNRISE RD
RD
M
LEE ST
OAK DELL LN
PINTO RD
16''
RD
NS
CORNELL RD
HI
TC
HU
ER
ST
CA
LA
N
8''
30''
30''JEFFERSON ST
6''
6''
6''
6''
8''
6''
8''
6'' HENRY6''ST
6''
8''
8''
8''
6''
8''
6''
RD
8''
HU
TC
HI
NS
8''
6''
STATE ST
ER
ST
CA
6''
LA
N
10''
SR
D
CHIN
HUT
8''
8''
8''
8''
6''
RD
TC
HI
NS
8''
HU
ER
ST
CA
LA
N
6''
SR
D
HIN
TC
HU
ER
ST
CA
SR L
D AN
CHIN
HUT
ER
AST
LAN
C
RD
NS
HI
TC
HU
ER
ST
CA
LA
N
SR
D
HIN
TC
HU
ER
CA
LA
N
6''
SR
D
CHIN
HUT
ER
AST
RD
TE
HW
UDF Pilot Program Area
Y
34
D
VE R
LAN
C
S
6''
MI
STA
''
RO
G12
D
2
ED
12''
O
A
K
R
8''
12'
'
LD
R
Spatial evaluation of chlorine residual, pipe material,
and customer complaints was used to identify a
Unidirectional Flushing (UDF) Pilot Area.
O
CORNELL RD
CORNELL RD
8''
8''
ST 8''
JEFFERSON
8''
6''
HENRY
6'' ST
6''
6''
6''STATE ST
8''
STATE ST
CENTRE6''AVE
10''
HWY 342
STATE 10''
10''
6''
6''
D
R
K
A
O
12
''
ED
R
LD
O
8''
8''
8''
6''
8''
6''
ST
BELT LINE RD
16''
RD
NS
HI
TC
HU
ER
ST
CA
LA
N
8''
6''
6''
LANCASTER HUTCHINS RD
KATY ST
8''
6''
6''
6''
10''
STATE HWY
6'' 342
10''
10''
6''
6''
ELM6''
ST
10''
6''
6''
ALLEY RD
6''
6''
CORNELL RD
8''
8''
8''
6''
8''
6''
STATE ST 6''
8''
2''
CENTRE
6''AVE
16''
6''
LANCASTER HUTCHINS RD
6''
6''
HENRY
6'' ST
6''
CENTRE AVE
10''
10''
10''
HWY 342
STATE 10''
10''
10''
6''
CORNELL RD
6''
KATY ST
8''
8''
6''
8''
10''
STATE HWY6''342
6''
8''
6''
6''
6''
6''
8''
6''
WILSON
6'' ST 6''
8''
2''
ELLIS
6'' ST
ST
ELLIS 6''
6'' AVE
STEWART
6''
6''
6''
6''
RD
NS
HI
TC
HU
ER
ST
CA
LA
N
8''
30''
30''JEFFERSON ST
6''
6''
6''
ST 6''
RANDLETT
AVE
ST E
WA6R
'' T
6''
P
M
RA
6''
6''
2''
6''
6''
6''
ELLIS6''ST
ELLIS
6'' ST
6''
6''
ALLEY RD
6''
ST
6'' AVE 6''
STEWART
VERNON DR
6''
WILSON
6'' ST
CAROL
6'' AVE
6''
ELM
6'' ST 6''
ELM
6'' ST
2'' LN
MIMOSA
CREST
2''ST
2''
4''
2''
BARRY LN
6''
MARTIN
6'' DR
8''
6''
MELROSE2''LN
8''
JACYLN DR
QUAIL HOLLO
6''W DR
6''
DIANN
6'' ST
R
CI
EL
M
6''
KIOWA CIR
6'' LN
6'' ASH
8''
8''
6''
8''
8''
6''
6''
8''
8''
8''
6''
6''
6''
8''
6''
6''
6''
8''
30''
JEFFERSON ST
30''
P
M
RA
6''
6''
2'' ST
6'' HALL
6''
6''
CAROL
6''AVE
6''
ELM
6'' ST
2'' LN
MIMOSA
CREST2''ST
2''
6''
ST
DIANN6''
CI
R
8''
8''
BARRY LN
6''
6''
8''
JACYLN DR
6''
8''
8''
VERNON DR
ASH6''LN
KIOWA CIR
8''
6'' ASH6''LN
8''
6''
6''
6''
8''
6''
ST6''
RANDLETT
6''
8''
8''
6''
6''
6''
8''
6''
6''
6''
8''
6''
LN
ASH
6''
6''
8''
8''
8''
6''
6''
8''
8''
N
E
6'' DR
BRANCHWOOD
8''
6''
JOHNS AVE
IRENE AVE
12''
6''
6''
12''
12''
12''
LAN
C
8''
ER
AST
6''
12'
'
8''
8''
8''
8''
QUAIL HOLLO6
W
'' DR
6''
6''
6''
STATE HWY
342
6''
D
R
K
A
8''
O
ED
R
LD
8''
MELROSE LN
10''
STATE HWY
6'' 342
HENRY ST
10''
2''
6''
10''
CENTRE6''AVE
10''
HWY 342
STATE 10''
6''
O
CORNELL RD
8''
LANCASTER HUTCHINS RD
KATY ST
6''
6''
6''
WILSON
6'' ST
6''
6''
6''
6''
6''
6''
6''
ALLEY RD
6''
ASH
6''
6''
8''
8''
8''
8''
6''
6''
LN
N
E
6''
6'' DR
BRANCHWOOD
8''
8''
8''
6''
JOHNS AVE
IRENE AVE
12''
6''
6''
12''
12''
12''
6''
6''
6''
6''
8''
8''
8''
8''
ASH ST
6''
P
M
RA
RANDLETT ST
6''
ST
HALL 2''
ELLIS
6'' ST
6'' AVE
STEWART
2'' LN
MIMOSA
VERNON DR
6''
6''
ELM ST
6''
R
CI
8''
CAROL
6'' AVE
6''
ELM
6'' ST
6''
2''
MELROSE2''LN
BARRY LN
MARTIN DR
ST
DIANN6''
8''
JACYLN DR
6''
ELLIS
6'' ST
6''
8''
8''
CREST
2'' ST
6''LN 6''
6'' ASH
6''
KIOWA CIR
8''
6''
8''
8''
AVE
CAROL6''
6''
6''
6''
8''
8''
LN
ASH
6''
6''
6''
8''
6''
6''
8''
8''
8''
8''
6''
6''
6''
6''
8''
8''
6''
6''
6''
6''
8''
6''
8''
8''
SUNRISE RD
8''
6''
IRENE AVE
JOHNS AVE
6''
12''
12''
N
E
8''
8''
T
LS
AE
CH
MI
P
M
SUNRISE RD
I LL
E RM
WA T
8''
RD
PINTO RD
PINTO RD
ALBA RD
PINTO RD
8''
6''
NOKOMIS RD
8''
8''
8''
PRATT RD
GREEN ACRE LN
A
PINTO RD
16''
8''
8''
6''
6''
8''
6''
10''
10''
6''
12'
'
Y3
42
HW
ST
AT
E
OLD RED OAK RD
12
''
8''
12
''
8''
34
2
Y
HW
2
Y3
4
AT
EH
W
M
RD
NS
TC
HI
HU
R
TE
C AS
30'' ST
JEFFERSON
16''
48''
6''
12''
8''
6''
6''
6''
6''
6''
6''ALL EY
RD
ASH LN 6''
2'' LN
MIMOSA
2''
MARTIN
6'' DR
8''
12''
6''
8''
6''
6''
6''
6''
6''
8''
ST
AT
E
MEADOW LN
LA N
6''
6''
8''
6''
6''
6'
'
12''
8''
6''
8''
8''
12''VE RD
BLUEGRO
12''
MINK RD
R
BONNIE VIE W RD
BONNIE VIEW RD
WE S T
O VE R
DR
6''
6''
6''
6''
6''
6''
8''
8''
8''
8''
8''
12''
HOUSTON SCHOOL RD
12
''
ST
24''
12''
12''
12''
KO
MAPLE LEAF LN
U
T
(#
NO
OAK DELL LN
8''
D
LEE ST
6''
8''
PECAN ST
8''
SR
I 35E
6''
8''
6''
8''
8''
8''
6''
HOUSTON SCHOO
L RD
8''
6''
8''
WARWICK
6''
6'' DR
8''
6''
8''
8''
AP
MA
8'' N8''
DR 8''
8''
CH
8''
6''
12''
8''
12''
6''
6''
2''
8''
8''
8''
8''
6''
6''
SUNNYM EADOW RD
12'' DR
2''
BASKIN
8''
8''
8''
6''
8''
6''
RAW LINS DR 8
''
8''
6''
12''
8''
6''
I 35E
I 35E
CARRINGTON DR
6''
12''
8''
8''
8''
8''
18''SCHOOL RD
HOUSTON
8''
6''
6''
ROLLING HILLS PL
8''
EX
IT 41 4
12''
12''
12''
MEADOW ST
UHL RD
JENKINS LN
UHL RD
12'' RD
GREENE
Beltline Rd.
EST
MI
WADE RD
W
8''
8''
12''
8''
8'' N DR
8''LONGHOR
8''
6''
6''
2''
12''
I 35E
I 35E
ALPINE DR
HILLS IDE LN
24''
18''
6''
SHERWOOD AVE
8''LONGHORN
8''DR
6''
6''
8''
BECKLEY AVE
MEADOWCREST DR
WE N
PARKS DR
WATERS
8'' ST
6''
2.25''
2'' ND ST
CUMBERLA
8''
I 35E
INTERS TATE
8'' 35
BECKLEY
8'' ST
EX IT 415
L
I 35E
POLK ST
POLK ST
AL
MASK DR
8''
EX IT 41
8A
BLUECREST DR
COTTON VALLEY RD
BECKLEY VIEW AVE
METZ AVE
NEWHALL ST
BUFORD DR
R L THORNTON FWY
NN DR
LE IGH
A
RACINE DR
POLK ST
CONNOR
HONOR DR
OSPREY DR
FALCON DR
12''
6''
6''
6''
6''
ASH ST
8''
IL L
E RM
WA T
8''
8''
8''
8''
12''
8''
6''
OA
6''KBRO
6''OK ST
6'
'
8''
8''
6''
WARWICK DR
8''
8''
NOKOMIS RD
8''
8''
8''
8''
GREEN ACRE LN
PRATT RD
AT
ST
6''
6''
2''
8''
8''
8''
12''
6''
I 35E
PINTO RD
PINTO RD
PINTO RD
ALBA RD
ALBA RD
8''
6''
12''
Y3
42
HW
ST
AT
E
8''
12
''
34
2
Y
HW
ST
AT
E
WADE RD
2
34
WY
EH
OAK DELL LN
LEE ST
OL D R
E
12
'
'
12
''
MEADOW LN
MINK RD
I 35E
I 35E
D
AN
6' C
' IR
M
TR
U
12''
HOUSTON SCHOOL RD
6''
12''
I 35E
CARRINGTON DR
JENKINS LN
UHL RD
UHL RD
6''
8''
8''
8''
6''
8''
8''
8''
6''
6''
6''
12''
12''
6''
12''
I 35E
I 35E
I 35E
D
IN
SR
TC
H
HU
R
8''
6''
12''
8''
6''
8''
6''
8''
8''
12''
I 35E
12''
CARRINGTON DR
JENKINS LN
TE
CA S
L AN
8''
10''
10''
8''
18''
8''
8''
6''
12''
I 35E
I 35E
I 35E
MEADOW ST
UHL RD
UHL RD
UHL RD
16''
CORNELL RD
16'' RD
CORNELL
CORNELL RD
6''
6''
6''
6''
12''
8''
8''
18''
DR
8''
8''LONGHORN
8''
8''
6''
LN
IDLEWILD 6''
6''
6''
BECKLEY AVE
I 35E
ALPINE DR
HILLSID E LN
PARKS DR
OSO TRL
RD
HI
NS
HU8
'T'
C
ER
ST
CA
8''
6''
6''
ALLE Y6''RD
2''
MIMOSA LN
DR
MARTIN
6''
2''
6''
LA
N
KATY6''ST
6''
HALL ST
ASH LN
6''
6''
8''
8''
12''E RD
BLUEGROV
8''
6''
8''
12''
12''
24''
6''
HULLET TE AVE
I 35E
ST
BECKLEY
8''
EXIT 415
8''
MEADOWCREST DR
TERRACE DR
8''
6''
6''
8''
8''
6''
8''
6''
8''
8''
8''
8'
'
6''
8''
12''
OSO TRL
PEPPERIDGE DR
6''
6''
MASK DR
6''
8''
2''
6''
2.25''
6''
EX IT 417
8''
POLK ST
POLK ST
HONOR DR
A LL E Y
WE N
BONNIE VIEW
Updated:
24, 2008
RD Monday, November BON
NIE VIEW RD
12
''
6''
6'' AVE 6''
JOHNS
IRENE6''AVE
6''
6''
DR
AN
8''
8''
6''
12''
EX
IT 41 4
12''
30'' ST
JEFFERSON
6''
6''
8''
12''
6''
8''
6''
SUNNYME ADOW RD
8''
WARWICK DR
6''
8''
8''
6'
'
CH
8'A
' PM
8''
12''
8''
8''
12''
I 35E
I 35E
6''
6''
12''
8''
6''
6''
2''
6''
8''
8''
6''
RAW LINS DR 8
''
8''
8''
6'' 6''
ROLLING HILLS PL
8''
18''
SCHOOL RD
HOUSTON
8''
6''
6''
6''
8''
8''
8''
8''
8'' LONGHORN
8'' DR
8''
I 35E
BECKLEY
8'' ST
EXIT 415
I 35E
6''
BECKLEY AVE
ALPINE DR
MEADOW ST
UHL RD
Created by: Freese and Nichols, Inc.
Job No.: [LCS08367]
Location: H:\W_WW_PLANNING\DELIVERABLES\04-Deliverable_Final_Report\(Fig.3-1)_Water_Age-Typical.mxd
Updated: Monday, November 24, 2008
INDIAN RIDGE TRL
TALON DR
PARKS DR
Colored Water
Customer Complaint
MAIN ST
KO
UHL RD
SPURLING RD
GOLDWAITE DR
OSO TRL
EW
VI
Y
LLE
VA
ALL E Y
PRESTON VALLEY PL
M
O RT PL
TF
N
M
O
NOEL RD
LOS GA
TOS DR
STILLWOOD ST
LOS ALTOS DR
CA N
DA
R
CITY VW
CHATTEY RD
YO N
8''
CE
8''
8''
WINNWOOD RD
DR
RT
O
8''
8''
8''
KESTREL AVE
DR
LL
NH
A
TO
W
H
8''
8''
DALLAS PKWY
8''
T DR
8''
8''
8''
8''
G
Y
ONS FW
STEMM
PKWY
12''
10
''
8''
MONFOR
8''
SPECTRUM DR
8''
CLUB CREST DR
KNOLL TRAIL DR
8''
12''
20''
QUORUM DR
8''
8''
8''
8''
10''
16''
QUORUM DR
8''
JULIAN ST
8''
8''
LAKE FOREST DR
MARY KAY WAY
8''
8''
8''
8''
ADDISON RD
24''
BELTWOOD PKWY
DALLAS NORTH TOLLWAY
8''
12''
LEDGEMONT LN
8''
8''
24''
8''
6''
8''
8''
8''
E
K
LU
K
N
A
8''
8''
16''
DALLAS
6''
16''
8''
R
D
12''
NOEL RD
TERRACE DR
16''
8''
ST
T
UL
FR
8''
DOOLEY RD
8''
8''
8''
8''
8''
8''
8'' 8''
16''
HAGEN CT
CT
DALLAS NORTH TOLLWAY
8''
8''
8''
8''
8''
A
EN
N
H
C
E
IR
LA
C
8''
8''
16''
ARCHER
10''
8''
8''
8''
8''
8''
8''
8''
8''
NOEL RD
RD
!
(
8''
GREENE RD
12''
S
BARTON DR
24''
BELT LINE RD
6''
NO
2''
8''
BLUE
8''
2ND ST
8''
6''
6'' CIR
PALMER
CT
8''
8''
6''
6''
12''
BELT LINE RD
8''
3RD ST
6''
ST
6''
U
T
(#
MI
6''
E
AT
ST
6''
6''
6'' ST
PIERSON
6''
6''
Beltline Rd.
EST
KO
8''
6''
NO
8''
PLEASANT RUN RD
RD
GREENE
12''
GREENE RD
MAIN ST
D
CEDAR ST8''
8''
BELT12''
LINE RD
12''
6''
6''
8''
2
6''
4''
6''
!
(
SR
12 ''
34
6''
4TH ST
8''
4TH ST 8''
6''
8''
2ND ST
8''
8''
12''
BELT LINE RD
8''
MI
A
8''
PECAN ST
8''
Y
DEX DR
RD
8''
6''
HW
WELCH RD
RK
8''
3RD ST
8''
6''
TE
6''
JEFFE RSON ST
6''
12''
2''
2''
E RD
6''
6''
HENRY ST
DR
LE
DA6''
6''
RT IN
M A ''
6
BEL
T L IN
6''
8''
6''
''
ST 6
2'' UD LN
REDB
JEFFERSON ST
12''
BETA RD
6''
!
(
6''
KO
GILLIS RD
CEDAR ST
6''
6''
6''
7TH
8'' ST
6'' 7TH
6''ST
6''
6''
8''
8''
1ST ST
8''
8''
WALNUT
ST
6''
8''
8''
6''
EL M
1.25''
6''
OAK ST
6''
HAMMOND8''ST
L ST
HA6L''
6''
ST
6''
8''
6''
6''
EL M
8''
HALL ST
6''
8''
REDBUD
1.2
5''
LN
LN
2E''
TR
EN
DC 12 ''
VE R
12 ''42
3 8''
Y
6''
6''
RIVER OAKS DR
PL
8''S
O
8''
STA
GRO
OMEGA DR
6''
8''
8''
6'' ST
PIERSON
6''
6''
6''
2ND ST4''
8''
BLUE
6''
8''
RD
D
C
PE
ST
N
SR
RD
RI
S
ES
GRIFFIN ST
O TRL
R
TE AD D
E
D
6TH
6'' ST
6''
TREV IN
IN
MA
8''
RA
2'T' L
R
8''
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HOM8ES
8''
TA
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12
LA
R
FE
MI
CH
NE
SCALE IN FEET
GRV
CAN6''
PE
'
6'
DR
KO
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'' T
1IN2 S
8''
GRIF FIN6''ST
6''
12''
S
'' T
'' AIN8
6M
8''
DR
D
R
NO
4,000
I
HW
E 8''
8A'T'
ST
NEUTRON RD
!
(
BELT LINE
12'' RD
6''
12''
12''
PLEASANT RUN RD
12''
6''
8''
8''
T
6''
LE'' S
MA P 6
8''
6''
NO
PROTON RD
PA
6''
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6''
DR
PARK PLACE
6''
6''
8''
6''
EL M
8''
6''
5TH ST
6''
FR
6'' ANCI
6''S ST6''
6''
8''
ST
8''
1L
BE
E
OO
D
IL
RD
MA
'' S T
1A2IN
T
NS
6''
EL M
6''
6TH ST
6''
6''
STEPHANIE S
8''
8''
8''
FRANCI
6'' S ST
T
12''
6''
DR
WAYNELEE
6''
D
6''ELD
LN
EDGEFI
12''
12''
6''
8''
6''
YR
8''
FRANCIS ST
6''
6''
6''
DR
POINSETTIA
6''
DR
BORDNER
6'' LN
SHELL
8''
8''
8''
6''
6''
DR
SEQUOIA
6''
6''ELEE DR
WAYN
8''
8''
8''
REA AVE
6''
8TH ST
8''
8''
8''
6''
6''
ST
12 ''
COLONIAL DR
6''
6''
6''
6''
8''
8''
6''
6''
8''
DR
UF F
KBL
6''
DR
OAKBLUFF
8''
12''
12''
6''
HAMMOND ST
8''
FF DR
DR
6''
REA AVE
8''
S T6''
6''
EL M
GAMMA RD
B
7TH
8'' ST
ST
7TH6''
4TH ST 8'' 4TH ST
6''
PL
8E'' S
CH
NE
CT
S
CO
PE
6''
ST
6''
ALEXANDER
8''
KBLU
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8''A
GE
U
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(#
8''
RR
FE
I 45
R
OA
8''
E
LL
6''
ID
THR
6''
DR
' BLUF F
O8'AK
6''
6''
8''
SO U
6''
LN
IAR
6''
NBR
REE
6''
MAPLECREST
DR
N
DL
6''
6''
8''
O
WO
OS E
6''
LN
6''
BIRCHWOOD
6''
DR
6''
G
8''
26 9
6''
IL L
REA6''AVE
8''
R
6''
6''
H
EST
6'' TRL
DOGWOOD
REA AVE
T
SPE N S
A6''
Pleasant Run Rd.
EST
12''
8'' AV E
8''RIDGE
WE ST
8''
V
HAR
6''
EK
MAGNO
6'' LIA LN
8''
'' RE
W6 C
DR
6''
DO
6''
6''
6'' ME A
R
LN
6''
8''
EX IT
MI
DG
KW
RI
LIN
RD
GH
HI
RIS
NA
S
Created by: Freese and Nichols, Inc.
Job No.: [LCS08367]
Location: H:\W_WW_PLANNING\DELIVERABLES\04-Deliverable_Final_Report\(Fig.4-1)_Water_Quality_Improvements.mxd
Updated: Monday, November 24, 2008
WOODS EDGE DR
TAMARON DR
VOSS RD
8''
12''
8''
6''
E
AT
ST
12''
8''
2''
8''
2''
6''
8''
6''
8''
8''
1ST ST
8''
SON ST
L ST
HAL6''
6''
LION6''
S CLU
6''
E RD
ER
JE FF
12''
6''
8''
6''
8''
N
'' L
R2E
6''
!
(
BEL
T L IN
6''
6''
ST
6''
CT
!
(
8''
EL M
IN
6''
MA
8''
REDB
2''UD LN
8''
8''
''
12
6''
6''
ER
8''
8''
WALNUT ST
8''
GRIFF IN 6''
ST
6''
OAK ST
HAMMOND8''ST
PLEASANT RUN RD
12'' RUN RD
PLEASANT
12''
OAKS DR
RIVER 6''
6''
6''
ST
8''
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12
NE
PIO
8''
EL M
1.25''
12''
12''
PLEASANT RUN RD
6''
8''
T
8''
8''
RA
8''
1.25''
8''
TA
NT
CE
8''
6''
ST
8''
8''
6''
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6M
!
(
6''
6''
DR
PARK PLACE
6''
6''
6''
6''
!
(
(
( !
!
( !
6''
8''
S''T
IN 8
GRIF FIN ST
CREST ST
12
''
8''
5TH ST
6''
6''
LE'' S
MA P 6
6''
EL M
8''
12 ''
ST
8''
6''
6''
6''
2''
6''
6TH ST
6''
6''
FRA
6''NCIS ST
STEPHANIE S
8''
6''
8''
6''
DR
BORDNER
LN
12 ''
6''
6''
DR
WAYNELEE
6''
T
12''
6''
8''
8''
8''
6''
6''
8TH ST
6''
6''
DR
POINSETTIA
ASH
8''
2
34
ST
6''
EL M
6''
HAMMOND ST
8''
6''
SEQUOIA DR
6''
REA6''AVE
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12
12'
'
Y
6''
8''
6''
6''
6'' PLACE
6''PARK
12''
12'' DR
6''
COLONIAL DR
6''
8R''
LD
COLO N IA
6''
DR
OAKBLUFF
8''
8''
8''
6''
6''
NDER ST
ALEXA6''
8''
8''
8''
6'' LN
SHELL
EDGEFIELD LN
6''
6''
REA AVE
12''
'
H8'W
6''
E
A' T
ST8'
6''
8''
I
6''
6''
ELM ST
'
8'
8''
FRANCIS ST
6''
6''
GRV
CAN6''
PE
'
6'
T
8'' AV E
8''RIDGE
WE ST
!
(
6''
U
T
(#
6''
REA6''AVE
6''
8''
8''
12''
T
NS
ARBOR LN
BIRCHWOOD
6''
DR
6''
8''
RD
8''
12''
T
L ''S
HAL 8
12''
6''
R IV E
ADO
6'' LN
ARBOR
6''
8''
PLEAS ANT RUN RD
SYCAM
6'' ORE LN
B
ASPEN
6'' ST
6''
2
34
!
?
DR
LAUREL
2'' ST
COLONIAL DR
6''
D
DR
LINDENWOOD
6''
6''
DR
LINDENWOOD
Y
ROGE RS AVE
12''
W
RD
I 45
RD
R
FE
R
MI
1ST ST
PRE SCOTT DR
ODE
I 45
N
D
IS R
D
IL
KO
HORNET ST
0
MA
'
H8'W
LN
GO
H I G H ME
12''
³
REA AVE
8''
BELT LINE RD
E
A' T
ST8'
Y
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12RU
RD
IS S T
FE RR
6''
NANCY LN
10''PL EASANT
RD
NO
6'' TRL
DOGWOOD
8''
DR
UF F
KBL
8''
8''
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12IN
MA
6''
6''
N6C''
8''
8'
'
BELT LINE RD
RD
6'' LN
TRACY
6''
D
I 45
R
DE
RD
ALICIA LN
6''
6''
6''
ROGERS AVE
6''
NANCY LN
ER
27 0
RD
SO
R
FE R
VE
LA
ND
ER
ALLEY
OD
EX IT
VE
SA
MA
V
LA
EN
ALLEY
6'
'
Y LN
BECK
'
6'
6''
GO
A
LL
RS
RS
R
ED
8''
8''
UDF Pilot Area
NA
ST
I 45
DA
MA
MAGNO
6'' LIA LN
UF F DR
6'' OAKBL
6''
8''
S
OA
ASPEN ST
6''
Pleasant Run Rd.
EST
12''
6''
8''
D
T
TS
N
RL
'' IDG
TH6R
LAUREL
2'' ST
8''
W
AN
ER
ST
I 45
1S
N
TO
OT
D
OO
ROGE RS AVE
DR
BLUF F
O
8''AK
12''
SYCAM
6'' ORE LN
6''
6''
8''
ROGERS AVE
SO U
LN
D
OO
6''RIA
NB
REE
Bonnie View
GST & PS
C
PE
OD
S
ON
ST
GREENVIEW DR
MI
G
S EW
6''
L LN
IL
TH
8''
D E DR
KO
RO
6''
Cast Iron
RCCP
PVC
B
ER
6''
Water Lines by Material
DR
EK
VES
HAR
6''
6''
D
PLEASANT
12'' RUN RD
12''
6''
'' RE
W6 C
6''
!
(
12''
6''
6''
DO
!
?
DR
LN
N
NO
6''
R IV
6''
6'' ME A
12 ''
W
8''
D
12 ''
DR
LINDENWOOD
6''
6'' DR
LINDENWOOD
COLONIAL DR
8''
D
NANCY6''LN
ADO
8''
YR
6''
LN
TRACY
PRE SCOTT DR
12 ''
RD
NT RUN
PL EASA
8''
8''
SR
6''
H I G H ME
12''
24''
MI
6''
NANCY LN
2
10''
Pipe Material &
Complaints
Bonnie View
GST & PS
12''
BELT LINE RD
ALICIA LN
6''
6''
8'
'
8''
LE
Beltline Rd.
EST
U
T
(#
ALLEY
6''
6''
ALLEY
34
> 2.5 mg/L
!
(
8''
6''
6''
Y LN
8''
L
VA
MAIN ST
BELT LINE 12''
RD
LN
8''
6''
8''
BE'' CK
6
8''
6''
KO
12''
12'' RD
GREENE
NO
0.5 - 2.5 mg/L
ALLEY
8''
BUFORD DR
EX IT 41
8A
BLUECREST DR
BECKLEY VIEW AVE
COTTON VALLEY RD
I 35E
CONNOR
OSPREY DR
AL
CHATTEY RD
Created by: Freese and Nichols, Inc.
Job No.: [LCS08367]
Location: H:\W_WW_PLANNING\DELIVERABLES\03-Deliverable_Draft_Report\(Fig.3-2)_Water_Age-Modified.mxd
R L THORNTON FWY
ANN D
R
LE IGH
RACINE DR
POLK ST
POLK ST
NEWHALL ST
METZ AVE
INDIAN RIDGE TRL
TALON DR
KESTREL AVE
FALCON DR
8''
6''
8''
BASKIN DR
8''
8''
8''
6''
18''
6''
12''
8''
24''
24''
6''
SHERWOOD
6'' AVE
6''
12''
8''
8''
12''
6''
8'' ST
WATERS
2''
2.25''
I 35E
8'' 35
INTERSTATE
WE S TO 6''
VE R D
6''
R
W
MASK DR
8''
EX IT 41
8A
BLUECREST DR
BECKLEY VIEW AVE
BUFORD DR
R L THORNTON FWY
ANN D
R
LE IGH
RACINE DR
MEADOWCREST DR
M
W
VIE
EY
LL
VA
METZ AVE
PRESTON VALLEY PL
R T PL
FO
NT
O
M
POLK ST
DA
CE
T
GS C
N
H
CITY VW
POLK ST
POLK ST
POLK ST
WE N
8''
8''
R CAN
Y
O
8''
8''
WINNWOOD RD
RT
H
LAKE FOREST DR
DR
TO
W
8''
NOEL RD
BARTON DR
NEWHALL ST
CONNOR
HONOR DR
PARKS DR
6''
DR
LL
NH
A
8''
DR
MONFORT
8''
8''
DALLAS PKWY
INDIAN RIDGE TRL
10 ''
ONS FW
Y
STEMM
8''
8''
8''
8''
DEX DR
WELCH RD
BETA RD
NEUTRON RD
GAMMA RD
OMEGA DR
NOEL RD
TALON DR
OSPREY DR
AL
CHATTEY RD
8''
12''
12''
12''
8''
8''
A
BD
NC
LU
VE
A
CIR
WA
Y
ON
E
DR
12''
8''
12''
SPECTRUM DR
24''
8''
12''
12''
DALLAS PKWY
8''
8''
8''
24''
GILLIS RD
PROTON RD
12''
8''
12''
8''
12
''
R
8''
8''
8''
R
D
B
U
CL
EN
LOS GAT
OS
DALLAS NORTH TOLLWAY
12''
12''
20''
20''
24''
QUORUM DR
8''
8''
24''
8''
BELTWOOD PKWY
8''
12''
12''
12''
8''
8''
8''
8''
8''
8''
8''
8''
8''
8''
8''
PEABODY LN
VINTAGE LN
HERITAGE LN
12''
6''
12''
8''
8''
16''
8''
16''
16''
D E DR
AN
R
G
12''
LAKECREST DR
LEXUS AVE
16''
RUNYON RD
8''
12''
SHERLOCK DR
CANOT LN
8''
8''
8''
8''
16''
8''
8''
24''
12''
8''
8''
12
''
8''
JULIAN ST
24''
8''
8''
8''
SURVEYOR BLVD
COMMERCIAL DR
0''
BUSINESS AVE
8''
6''
8''
8''
8''
8''
8''
8''
COTTON VALLEY RD
CT
HAGEN CT
ARCHER
R
D
EW
N
A
12''
MARY KAY WAY
12''
10''
8''
16''
QUORUM DR
8''
G
LE
VI
12''
8''
8''
LEDGEMONT LN
8''
8''
24''
ADDISON RD
8''
8''
8''
MARSH LN
12
''
12''
16''
16''
CHANCEY ST
16''
8''
12''
8''
8''
8''
8''
MARSH LN
8''
GREENVIEW DR
KESTREL AVE
FALCON DR
TERRACE DR
HILLSID E LN
TAMARON DR
8''
20''
R
D
E
K
20''
LU
K
N
A
FR
LOS GAT
OS
DR
E
DG
S
OD
WO
DR
6''
20''
ST
UL
T
N
A
EN
CH
CL
AI
RE
8''
8''
8''
12''
8''
16''
8''
16''
16''
16''
12
''
8''
8''
8''
DOOLEY RD
CHENAULT DR
DALLAS NORTH TOLLWAY
8''
8''
8''
8''
8''
8''
MIDWAY RD
8''
8''
MIDWAY RD
8''
8''
8''
KELLER WAY
TORREY PINE DR
10''
10''
8''
8''
16''
8''
8''
8''
16''
ST
VAIL
TARPLEY RD
MUIRFIELD
VOSS RD
RIVER CHASE DR
TARPLEX RD
8''
8''
MEADOW GROVE LN
AR
LL
MA
CROWN CT
T R E E DR
IN
TANGLEWOOD DR
CEDAR LN
MIDWAY RD
8''
12''
MIDWAY RD
8''
8''PECAN8''ST
Y
RUNYO N RD
ST
BELT LIN
12''E RD
2ND ST
8''
8''
G
RA
8''
6''
6''
8''
8''
8''
6''
Y
PEABODY LN
!
(
8''
8''
ALLEY
CHENAULT DR
6''
8''
HW
VINTAGE LN
6''
8''
CEDAR ST
N6C''
8''
8''
1ST
8'' ST6''
E
AT
ST
!
(
8''
GREENE RD
8''
3RD ST
6''
'
6'
< 0.5 mg/L
PLEASANT RUN RD
6''
3RD ST
!
(
!
(
Historical
Chlorine
6'' ST
PIERSON
6''
4TH ST
6''
TE
HERITAGE LN
6''
4''
STA
LAKECREST DR
8''
!
(
6''
8''
6''
NA
SURVEYOR BLVD
6''
6''
12''
6''
6''4TH ST 8''
ST
8''
2''
2''
8''
6''
6''
EL M
8''
7TH
8'' ST
7TH
6''ST
2''
SHERLOCK DR
''
S6T
LEXUS AVE
6''
8''
8''
1ST ST
8''
6''
JEFFE RSON ST
L ST
HAL6''
EL M
O TRL
CANOT LN
6''
6''
6''
8''
WALNUT ST
8''
R
ED
6''
E RD
6''
6''
ST
DAL
TREV IN
8''
BEL
T L IN
8''
6''
EL M
8''
REDB2''
UD LN
8''
''
12
8''
8''
6''
6''
JEFFERSON ST
12''
2
34
6''T
LE S
ST
6''
8''
''
12
(
!
(!
OAK ST
HAMMOND
8'' ST
8''
8''
EL M
6''
RT''IN
MA 6
MA
6''
T
6''
8''
RA
RIVER OAKS DR
6''
6''
MA P
S
E6L''M
GRIFFIN ST
1.25''
N
'' L
R2E
Y
S T 6''
'' LL6''
H6A
6''
8''
TA
6''
12''
12''
12''
PLEASANT RUN RD
12''
6''
6''
6''
8''
6''
DR
PARK PLACE
2''
8''
8''
8''
8''
8''
ST
8''
'' AIN
6M
6''
6''
8''
5TH ST
GRIF FIN ST
8''
REDBUD
1.2
5''
LN
8''
NT
CE
'W
8'H
E
AT
ST
8''
6''
8''
6''
6''
6''
6''
6''
!
(
8''
6''
6''
6''
8''
6TH ST
Average Chlorine Residual
PL
8E'' S
CH
NE
CT
8''S
CO
PE
6''
8''
LN
8''
ST
IN
42
6''
8''
ASH
6''
GLE NW OOD DR
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12IN
MA
GO
I 45
ST
AR
RD
RD
NA
NO
K
6''
6''
I 45
C
N
S
RD
AC
6''
Upper Pressure
Plane (792)
NOLA N RD
NB
AI
ST
6''
DR
BORDNER
'' T
1IN2 S
GRV
CAN6''
PE
'
6'
RD
27 1
TT
F
SO
RD
RI
ON
B
6''
6''
DR
WAYNELEE
6''
8''
8''
Lower Pressure
Plane (705)
RD
12''
8''
!
(
6''
ST
6''
ALEXANDER
8TH ST
6''
6''
6''
UN
EX IT
R
E
TL
LIT
R
FE
LS
ST
AIN
ST
8''
MA
ST
8''
RD
8''
REA AVE
HAMMOND ST
6''
6'' DR
POINSETTIA
ST
FRANCIS
6''
12''
8''
K
N
RU
RD
K
AC
6''
8''
OA
A
SA
R
NT
MA
D
R
RD
FE RRIS RD
RD
6'' 12''
IELD LN
EDGEF
City ETJ
I 45
ST
IS
WI
NOKOMIS PL
RD
BELT LINE RD
6''
PARK
PLACE
12'' DR12''
6''
COLONIAL DR
6''
8''
12''
ST
PO
5
E
PL
HN
JO
BELT LINE RD
N
VA
A
T
!
(
D
VE R
RD
E
PL
N
SA
6''
8''
K
Phase 2 Proposed
Water Line Improvement
6''
6''
SEQUOIA DR
6'' LN
SHELL
( CYPRESS LN
!
(!
(!
6''
6''
City Limits
Phase 1 Proposed Valve
6''
6''
8''
8''
8''
8''
6''
6''
DR
OAKBLUFF
8''
OAKBLUFF DR
8''
8''
8''
12''
8''
8''
8''
''
RO
G12
OA
Valve
!
(
8''
6''
R
8''K BL U F F D
OA
R
ED
BLUE
ST
UDF Pilot
Program Area
F
10" and Smaller
SD
RD
F
RD
SH
RD
LN
6''IDG
R
UTH
6''
6''
MAPLECREST
DR
N
DL
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T
(# !
(!
(
8''
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WO
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LN
IL L
REA6''AVE
8'' AV E
8''RIDGE
WE ST
8''
H
EST
R
G
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BIRCHWOOD
6''
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6''
6'' DOGWOOD
6''
TRL
6''
!
(
6''
8''
R
3
Y8''
6''
R IV E
6''
6''
Pleasant Run Rd.
EST
12''
12''
HW
12''
6''
E
AT
ST
8''
ROGE RS AVE
PRE SCOTT DR
PLEASANT RUN RD
6''
8''
6''
LN
D
ARBOR LN
6''
SYCAM
6'' ORE LN
B
ASPEN
6'' ST
COLONIAL DR
!
?
DR
LAUREL
2'' ST
ELM ST
ROGERS AVE
6''
Y
PO
M
Y4
WA
N
S
ER
SH
E RD
Lakes
HU
Pump UStation
(PS)
LG
RD
VE
DA
MI
LL
MI
DA
REI NDEER R D
RD
E
LAN
N
RE
I
LO
LN
SE
RI
KO
RD
R
TE
WA
HA
SH
Ground Storage Tank (GST)
Prioritized and phased
water quality CIP with
cost estimates provides
a systematic approach to
improving water quality.
S L
WI
DE
RD
HA
UT
OD
OD
E
ON
KIM
NO
ND
(4
Streams
MA
LA
ER
12''
DR
LINDENWOOD
6''
6''
DR
LINDENWOOD
12" andR DLarger
WO
RD
LO
R
Streets
Elevated Storage Tank (EST)
Water Lines
H
HIG
TE
S TA
N
T RU
N
SU
(
Y
RD
Cost
$634,800
$234,600
$50,000
$96,600
$1,016,000
$703,800
$927,400
$100,000
$41,400 !(
$1,772,600
$2,788,600
$40,000/year
$50,000/year
$90,000/year
Water Quality
Improvements Plan &
Summary of Costs
GREENE RD
5
V
!
?
RD
M?
HU !
LG
GO
ER
PL
AN
EAS
GRE ENE RD
G REENE RD
RR
FE
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DR
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RE
REINDEER RD
DE
!
(
6''
NANCY LN
6'' LN
NANCY
''
'' N RD12
12RU
RD
AD
DR
DA
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RD
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VA
IN
RE
6''
6'' LN
TRACY
10''PL EASANT
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N
WA
A
SW
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ER
RD
ALLEY
ALLEY
N6C''
8''
NA
6''
8'
'
O
TR
RD
I 45
T
IN S
RD
Beltline EST Mixing System
and Booster Chlorination
8''
PO
FU
R A MP
RD
EN C
GA
27 3
MA
RD
8''
RD
T
U
(#
GOL D
EX IT
T
O
LC
TA
A
R
I 45
T
IN S
B IL
GREENE RD
12''
BEL T LINE R D
8''
8''
LL
DE
ED
MO
8''
EN
W
DY
LN
MA
ER
(
Bear Creek MUD
Chemical Monitoring Station
8''
8''
RE
RD
L IN
J
6
Beltline Rd.
EST
12''
RG
DO
ME
I 45
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T
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(
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ALLEY
4,000
SCALE IN FEET
1ST ST
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6''
8''
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HORNET ST
!
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6''
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LL 8''
NR
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6'
'
A
³
0
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8''
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LA
D
8''
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RD
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RR
FE
I 45
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26 9
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!
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R
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6''
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Bonnie View
GST & PS
DR
T
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R
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BD
ST
I 45
ST
N
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C
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MA
CL
U
AN
I 45
< 7 days
7 – 8 days
8 – 9 days
> 9 days
ST
EN
C
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RD
ST
T
1S
IN
ST
ST
V
E
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ON
5
T
MU
(
8''
VIEW DR
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AL B A
6''
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STAT E HW
REINDEER RD
5
MA
ON
N
L
PA
1
8''
12''
2''
N
TE
M
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RD
BEAR CREEK RD
SPRING CIR
D
12''
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2ND ST
4''
8''
8''
1.25''
8''
6''
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R ST
3 6''
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'
ST
6'
8''
6''
6''
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3
Highway 342 Water
Line Replacement
6''6TH ST
6''
6''
8''
12''
EL
RD
D
NA
8''
8''
ST
6''
BEAR CREEK RD
I4
NT
DE
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6''
5TH ST
6''
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6''
6''
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D
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6''
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YR
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NW
LE
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SCALE IN FEET
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CAN
L
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BUSINESS AVE
OD
I 45
NS
SO
RD
8''
GO
I 45
O
TT
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L
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S
8''
AR
S
MI
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UDF Pilot
Program
ST
6''OAK 8''
EL M
8''
F
MA
ND
RI
KO
8''
D
ST
Upper Pressure
Plane (792)
27 1
E
TL
LIT
LIN
NO
MARSH LN
D
NR
U
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ST
D
R
FE
R
RD
8''
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RD
6''
LN
T
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I 45
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4,000
I 45
N
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D
IL
S
12
''
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LL
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5
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R
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Bonnie View
Booster Chlorination
6''
RE
8''
26 9
RD
DG
RD
AN
RD
RD
N C O DR
NT
CE
6''
6''
''
12
IL E RD
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TT
³
0
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Plane (705)
R
FE
R
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MI
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City ETJ
A
D
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D
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16''
I 45
ER
N
S
4
AY
AS
IS
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I 45
ND
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K
AC
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(
2
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BLA
16''
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I 45
RD
Water age
VE
LA
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NO
RD
LS
HAL
8''
E
27 0
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LA
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8''
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R
RD
RD
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AN
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GO
I 45
A
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RS
MA
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RD
Pump Station (PS)
HW
OD
LO
LN
D
IS
SE
RI
N
VA
AIN
ST
NB
AI
ST
CLEV EL AND RD
6''
6''
6''
6''
6''
BEL
T L1IN
2
ST
8''
6''
8''
8'' LN
ENCHANTED
8''
GD
BL A
8TH ST 6'' 8TH ST
6''
BARRY LN
8''
12''
6''
6'' AVE
REA
6''
6''
6''
8''
'
S2T'
IN1
6''
6''
8''
8''
8''
T
U
(#
8''
8''
8''
I 45
ST
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S
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TE
S TA
EN
N
VA
RD
EV
CL
!
?
T
Uõ
8''
ASPEN
6'' ST
6''
'
6'
N
8''
6''
6''
8''
FRANCIS ST
MA
I
M8A''
8''
8''
8''
6''
12''
BELT LINE RD
YALE DR
6''
6''
8''
6''
8''
8''
8''
D LN
8''
6''
O
6''O
EW
?
!
MAGNOLIA LN
6''
8''
8''
ST
RD
R
FE
MI
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ER
S L
S
LS
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TT
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ON
MA
RD
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CK
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RU
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NT
E
PL
RI
WI
NOKOMIS PL
E
D
RAMP
R
FE
D
EL
R
YR
Lakes
RD
SR
ST
NE
Bonnie View
GST & PS
8''
6''
AV E
TANGLEWOOD DR
O
LE
AN
NS
DA
RD
ER
RI
KW
R
NO
RD
BA
NW
L
VA
OD
Streams
Elevated Storage Tank (EST)
T
U
õ
?
!
FE RRIS RD
RD
42
Y3
6''
ROGERS
?
!
8''
CEDAR LN
5
N
LIN
D
IL
RD
RD
K
AR
C
PE
I4
SO
ND
GH
HI
NA
S
K
AC
F
CO
RD
MA
VE
LA
RD
R
MI
OA
Streets
RD
RIS
D
IL
KO
ST
PO
12" and Larger
NB
AI
ST
Upper Pressure
Plane (792)
E
D
R
FE
NA
NO
ST
RD
PO
E RD
10" and Smaller
RU
OD
ER
RD
AIN
ST
Lower Pressure
Plane (705)
• Distribution system serving 35,000 residents
• Average day demand approaching 5 mgd
• Wholesale customer of Dallas Water Utilities with two
delivery points in the northern portion of the City
• History of high trihalomethane levels and low chlorine
residuals
I 45
ST
RD
K
ER
SH
OA
RD
REI NDEER R D
Water Lines
VIEW DR
RD
NT
GO
27 1
ST
RD
FE RRIS RD
ON
SH
SA
EX IT
N
IN
RD
LS
HA
City ETJ
A
AS
I 45
VE
DA
SE
RI
RD
WI
NOKOMIS PL
RD
DA
ST
UT
LEGEND
> 9 Days
IS
MI
RD
HO
HW
TE
STA 6''
6''
O
5
LAN
TT
S
D
ER
E
PL
Pump Station (PS)
Valve N R D
4
AY
OD
DR
FE RRIS RD
D
LR
City Limits
RD
N
RU
Ground Storage Tank (GST)
NT
EA
PL
RI
SR
DE
SH
Lakes
H
JO
N
SU
R
FE
MI
IN
RE
REINDEER RD
8 - 9 Days
T
U
(#
OD
INT
NE
N
SU
F
KO
ND
EP
12''
6''
6''
Pleasant Run Rd.
EST
12''
6''
8''
6''
8''
N
LA
ON
WI
ST ANF OR D DR
6''
6''
DR
HW
WO
LN
N
VA
RD
HA
Streets
Streams
MA
N
VA
12" and Larger
RD
Elevated Storage Tank (EST)
T
U
õ
L
LT
BE
D
KO
RD
8''
RD
T
U
(#
RD
HIG
TE
S TA
IS
LO
BELT LINE RD
RD
ND
8''
RD
M
CIR
HU
SPRING
LG
FU
BELT LINE RD
12''
RD
LA
42
Y3
LE
W
> 9 Days
RD
D
2N
S
LA
D
REINDEER RD
PO
O
TR
OW
G
WI
DE
S
RE
HW
R
6'' DONLEE RD
6''
LN
AL
6'' ICIA
6''
6''
ROS
6''
BLUEGROV E RD
LINDEL L ST
E
AT
ST
H IL
LS
D
!
(
M
HU
M
D
I 20
RD
'
12'
8''
B JO
F WY
EV
CL
DR
N
Y
8 - 9 Days
L
FU
K
!
(
U
GH
10" and Smaller
Background
S L
EN
OA
7 - 8 Days
KIM
GREE NE RD
MI
RE
ER
8''
ST
PO
!
(
?
!
WI
DE
12''
KO
O
ID
!
(
RD
E
ER
NE
R
LO
RD
NO
M
BR
8''
12''
L
MI
K
OD
INT
RD
JO
ST
MC
8''
R
TE
WA
OA
RD
< 7 Days
2''
8''
ST
UT
LG
GO
AS
PL E
SUNR ISE RD
AL B A
E
AT
ST
2''
6''
!
(
RD
M
HU
GO
RD
UN
NT R
R
LO
MI
ER
SH
LD
IN L
LE
PO
O
TR
DR
DR
8''
L ST
HAL
6''
RD
L
FU
RD
O
JO
KO
O
DA
IGO
ROB
OVERHILL DR
A N DR
8''
8''
I 35E
ME SA WO OD DR
I 20
ON
L
TE
6''
6''
DR
BAYPORT6''
12''
D
LY N
I 20
MA R
LN
6''
8''
WESTE RN HILLS DR
'E'
Y6L
8''
BEAR CREEK RD
H
6''
6''
AY LN
RIV E RW
?
!
8''
RO
6''
6''
DR
ON
HNS
8''
8''
6''
DO
E
AV
8''
12''
ST
S
2 ''
T
S1
EP
6''
OAKBLUFF
8'' DR
4''
MAIN
2''
6''
D
HOUS TON SCH O OL RD
GODWIN AVE
ST
ER
LOMITA
6'' DR
BECK LEY RD
GLE NN LN
MILAS LN
A LL EY
'
C
6'Y
LL
IE
P AR KE R V
BROOKS IDE DR
BARTON AVE
C
YD
RD 6''
E
ON
10''
12''
A
IN
ND
4''
ALL E
ALL E Y
LN
L
IL
K
RD
8''
L
TE
8'
'
8''
8''
8''
PIN OAK LN
8''
6''
LOND ON
M
E
RE
PP
TA
NG
RD
OW
EN
DA
8''
T
'' S ''
L6E
6
MA P
6''
''
12
8''
!
(
8''
FIGURE 3-1 !
(
Y
RR
FE
BEAR CREEK RD
24''
NO
M
RD
SH
JEFFERSON S T
8''
8''
8''
'
6'
UT
DR
G
AN
GREENE RD
ST
8''
HA
8''
8''
8''
8''
12'' OVE RD
BLUEGR
O
TR
EN
ASA
PL E
12''
E
AT
ST
2''
RD
RUN
ANT
V
!
(
6''
6''
4''
DY
7 - 8 Days
!
(
RD
ST
2''
ER
8''
6''
8''
12''
4''
V
KIM
LM
6''E
BARRY LN
6''
DE
R
LL
MI
SH
6''
6''
8''
DR
AD
EN C
WO
SW
RD
HA
6''
8''
'D
O6O'
KW
ME
!
(
GA
DR
RD
RD
SW
AN
GO
Water Lines
City of Lancaster
RD
O
LC
TA
RD
FU
R A MP
RD
N
WA
CO
AL
TALCO
RD
L
DE
I 45
GR
T
IN S
ER
EN C
GA
D
MA
TR
8''
16''
NT
GOL D
27 3
B IL
WI
LA
LEGEND
Water Age
EX IT
ER
8''
42
Y3
RD
N
EE
RD
R
I 45
T
IN S
ND
RD
ED
LN
MA
VA
HW
6''
TT
TT
L IN
AD
Y
SK
T
IN S
TE
STA
8''
8''
WI
8''
< 7 Days
!
(
I 45
RD
DA
O
I 45
A
O
LC
TA
R
TE
WA
E RD
CEDARDALE RD
LE
AL8''
PARKING LOT
R
A
UT
I 45
MA
12''
8''
WI
WATER AGE UNDER MODIFIED
OPERATING CONDITIONS
ME
T
NC O DR
8''
BL A
W
O
TR
I 45
S
AY
DO
ST
ST
RR
C
LE
Number
Project Name
1
Bonnie View Booster Chlorination
2
Enchanted Lane Pressure Reducing Valve
3
Unidirectional Flushing Pilot Program
4
Bear Creek MUD Chemical Monitoring Station
Phase 1 Sub-total
5
Beltline EST Mixing System & Booster Chlorination
6
Highway 342 Water Line Replacement
7
Water System Infrastructure Condition Assessment Study
8
Ames Chemical Monitoring Station
FIGURE 4-1
Phase 2 Sub-total
CITY OF LANCASTER
RECOMMENDED
Total Capital Costs
WATER QUALITY IMPROVEMENTS
OM-1
Enhanced Water Quality Sampling Plan
LEGEND
T
U
OM-2
Looping Dead-end Water Lines
(#
T
U
Total O&M Costs
õ
RD
''V
12R
DA
8''
6''
D
D6''
MARILYN AVE
PARKERVILLE RD
G DR
8''
8''
6''
8''
M A IN S T
6''
WINDMILL TRL
STARLI
N
8''
6''
MERRIMAC
LN
6''
LINE RD
BELT12''
12''
8''
SHERRY LN
6''
I
TR
8'
'
8''
OO
AZAL EA DR
FINCH DR
6''
8''
8''
L L EY
6''
2''
8''
VE
JA
6''
8''
8''
KW
Y DR
A
LONGLE AF DR
REUN IO N
RD
6''
6''SUNSE T DR
6''
6''
DR
CORAL
8''
8''
OA
BLUEBIRD LN
8''
6''
6''
NA
DR
E
V IC
S ER
LBJ
8''
LION ST
8''
8''
8''
8''
8''
6''
GL
IN
ST
MU
CITY OF LANCASTER
DY
Water Age Recommended
Operations
27 3
LL
DE
GOL D
EX IT
E
N
WA
8''
8''
8''
CHALK HILL LN
ALLEY
N
K''I
E L8
ALLEY
8''
6''
D Y LN
6''
8''
8''
8''
DR
CE
8''
A LL EY
8''
8''
DR
8''
8''
8''
RD
WINTERGREEN
8''
8''
ONEAL ST
12''RD
PLEASANT RUN
8''
8''
TO
AL
8''
8''
8''
8''
8''
CREST
8''
6''
8''
HAV E N
T DR
GAN8''
6''
ST
PRAIRIE CRE EK DR
REN E E LN
E
BAIL
LN
CH
6''
8''
8''
D 8''
'' R
L8E
8''
6''
EY
ALL
A
PE
PI6''
KE D
CYP RES S LN
ST
ALLE Y
12''
12''
D
ALLEY
6'' AMES RD
DA
8''
8''
O
47 0
EX IT
R
PE
RAY AVE
CHARLES ST
Y
8''
IN
A
LE
AK LN
PO ST O
8
õT
U
T
U8'' (#
Ames Rd. EST,
GST, and PS
' N
6L'A
GH
HI
ALLE Y
(
'R
D8A'
CE
8''
8''
MANOR DR
12''
RD
DANIELDALE
6''
D
YR
NR
HE
6''
GANNON LN
12''
12''
Ames Chemical
Monitoring Station
2.25''
L
PA
6''
6''
'' L
N6K
RK BLVD
CENT RE PA
8''
I 20
EX IT 46 8
''
12
OMAR ST
DR
Y
RD
I 20
I 20
A
FR
BR
E
TL
AN
ND
RD
8''
OR
GE
AU
T
ES
IN
IN
ST
MA
D
LE
PA
5
ST
AN
D
I4
IN
ST
42
Y3
6''
8''
RD
NE
WATER AGE UNDER TYPICAL
OPERATING CONDITIONS
I 45
GR
T
IN S
ER
RD
W
!
(
MA
6''
6''
8''
''
12
8''
12''
BLUEGROV E RD
I 20
I 20
T
D
12''
I 20
EXIT 467B
'' A
H2E
N
LA
12''
GE
MA
ON
DR
HW
ST
6''
ST
N
6'' E L
YL
DO
E
AT
ST
ST
ST
NCO
IE
BLA
DR
PP
C
6''Y
'' D
N
LA6
HO
6''
6''
NT
DE
LD
I
TR
R
PE
6''
T
I 45
NT
TALCO
6''
6''
I 20
ALLEY
HAMPTON RD
$193,200
$251,200
$2,148,400
$3,250,200
$30,000/year
$100,000/year
$75,000
$25,000/year
$100,000
$25,000/year
$20,000/year
I 20
WH
A
TL
EA
MO
W
LIMA ST
L EY
HAMPT ON RD
7
Remote Chemical Monitoring Stations
8
Existing Elevated Storage Tank Mixing System
Phase 2 Sub-total
Total Capital Costs
OM-1
Enhanced Water Quality Sampling Plan
OM-2
Looping Dead-end Water Lines
OM-3
GIS Maintenance- First Year Cost
GIS Maintenance- Annual Cost (after first year)
OM-4
Asset Management Program- First Year Cost
Asset Management Program- Annual Cost (after first year)
OM-5
Celestial Booster Chlorination System Maintenance
$45,000
I 20
LN
8''
A L LEY
I 20
A
O
SC
8''
MILL RUN RD
ALLEY
EXIT 21
46 6
R
''
12
MILL RUN RD
ROCKY RD
I 635
2B
OO D D
IVYWOOD DR
6''
EXI T 22C
EXIT
2
REI NDEER R D
SPRING CIR
2''
R
CI
KERR CIR
EXIT 22D
EX IT
KIRNW
I
TO
E
YS
NC
NN
KERR CT
EXIT 22D
Y
THUNDER RD
WR E
PE
R
NE D
ON F WY
LYNDON B JOHN S
FW
REINDEER RD
VIEW DR
P
LE
CLE VEL AND RD
EL
RD
NA
FIGURE 3-2
RD
8''
Y
1,500
I 635
EXIT 23
ON
IN
RE
PO
KA
Y
DR
BLUF F
O
8''AK
I 35E
S
LYNDON B JO H N
REINDEER RD
REINDEER RD
CEDAR VIEW DR
R
BLUE LAKE C I R
!
(
6''
8''
ON
T
YS
LS
HO
RR
FE
6''
HA MPTON RD
MCEWEN RD
RD
E
GD
C
NI
DR
6''
6''
CHESHIE R RD
WOLLCOTT DR
!
(!
(
8''
8''
ID
6''
''
AN 6
DR
RO
RD
REINDEER RD
Water Age Existing Operations
12''
PETERSON LN
T
IN S
WI
EN
DO
CEDAR RID GE DR
I 35E
LL
LINDELL ST
8''
SIMONTON RD
A
!
(
!
(8''
BEAR CREEK RD
R
8''CB
M
6''
6''
N
LA
RD
5
6''
HAMP TON RD
K
DR
REIN DEER R D
12''
12''
BEAR CREEK RD
!
(
!
(
!
(
!
(
WESTERN HILLS DR
6''
VALLEY VIEW TRL
BEAR CREEK RD
OVERHIL L DR
Y
NALL RD
MES A WO OD DR
12''
!
(
A L LEY
GODWIN AVE
LE
AL
DR
SOUTHERN BLVD
$55,000
$165,600
$41,400
$839,800
$1,101,800
$1,659,000
MILAS LN
TOWNSEND LN
FIGURE 4-1
MONTFO RT
1
Unidirectional Flushing Pilot Area 1
TOWN OF ADDISON
WATERand
QUALITY
IMPROVEMENTS
2 RECOMMENDED
Surveyor
Celestial
Chemical Monitoring Stations
LEGEND
Water Line
Phase 1 UDF Tank Chemical
Roads
3 Proposed
Elevated
Storage
Monitoring Station
(Water Quality CIP)
Pilot Program Area
Streams
Phase 2 UDF
T
U Elevated Storage Tank
Lakes
4 (#
Celestial Booster
Chlorination
Pilot Program Area
Town Limits
"
/ DWU Master Meter
Phase 1 Chemical
!
( Monitoring Station
Ground Storage Tank
Phase TU1 Sub-total
Phase 2 Chemical
õ Pump Station
!
( Monitoring Station
5
12" Water
Line along Midway Road
1
Phase
1
Improvement
(
(5 Phase 2 ImprovementFlushing Pilot Area 2
6
Unidirectional
SIGMA RD
BARTON AVE
CK LN
MCKIS SI
OLIN RD
Cost
BROOKSIDE DR
!
(
6''
MCBRIDE
8''
RD
8''
!
(
I4
6''
HAMP TON RD
Project Name
I 45
8''
8''
8''
6''
6''
12''
4''
4''
CT
D
!
(
!
(
6''
Water Age
CEDAR RID GE DR
D
RD
RD
8''
6''
6''
8''
R
2S''T
IL DR
PKW Y
O
R
Celestial Booster
Chlorination
PR ES TON
KS
INTERNATIONAL
(
(4
2
Celestial Chemical
Monitoring Stations
RD
A
8''
"
/
Celestial Pump Station and
6.0 MG Ground Storage Tank
8''
8''
LN
MA
RD
DR
INE
CEDAR VIEW DR
TR
TT
LN
C
LE
B IL
8''
6''
6''
8''
D
6''
'D
O6O'
KW
OA
I1N
T RA
PL
8''
"
/
YL
SK
T
IN S
ER
8''
6''
8''
8''
6''
MA
ON
DE
SI
R
8''
E
IR
CELESTIAL RD
ND
8''
6''
AV E
N
8''
8''
6''
2''
T
ES
AD
H
8''
R BORVIEW RD
8''
DE
ER
S
LOND ON
I
PR
D
LA
8''
8''
T
VA
TT
8''
8''
8''
ROGE RS
IN L
6''
12''
8''
6'' HIER RD
CHES
LN
6''
8''
8''
HA
VE
N
A L L EY
!
(
!
(
I 35E
K
IC
O D BLV D
8''
VERDE VALLEY LN
8''
YS
RA
BEAR CREEK RD
ST
R
MU
WINTERGREEN RD
IL E R
TE N8''M
!
(
!
(
LOMITA
6'' DR
BECK LEY RD
W
OUTH LN
ST
WO
ON
M
IU
Prioritized and phased
water quality CIP with
cost estimates provides
a systematic approach to
improving water quality.
Several factors influencing water quality in the distribution
system were explored to provide Addison and Lancaster with
comprehensive plans for improving water quality. The steps
taken to evaluate each system included:
•Developing an enhanced water quality sampling plan
•Evaluating system operational changes for water quality
benefits
•Examining tank mixing alternatives
•Evaluating booster chlorination options
•Investigating benefits of a water line replacement program
•Determining if a unidirectional flushing program would
provide greater benefits over traditional flushing
•Reviewing historical water quality data such as chlorine
residual, disinfection byproducts and customer complaints
•Extended Period Simulation (EPS) modeling for water age
analyses
I 35 E
PR E
T CIR
EE
SCALE IN FEET
VALLEY VIEW LN
RES
³
AD
8''
(
SAINT LA
0
ST
8''
DR
RE S
E
AC
L
PA
DR
WAY
BELLBROOK
Water Quality
Improvements Plan &
Summary of Costs
ALPHA RD
WOOD ED C R
D
S
8''
A V E N C LU B D R
AK
N
8''
8''
Number
6
(7
8''
Y
BR OOKH
8''
LANGLAND RD
A
KH
Remote Chemical
Monitoring Station
at Site # 14
8''
W
PK
!
(
BR
OO
8''
O
TZ
8''
I N DA DR
OR
8''
8''
WI
8''
8''
KO
8''
"
/
8''
SA
8''
T
!
!õ
(
T
U(
8''
12''
UDF Pilot Program
Area 2
6''
8''
8''
8''
8''
8''
8''
8''
S
12''
SPRING VALLEY RD
8''
8''
8''
12''
8''
E
8''
8''
12''
12''
SP
6''
HORNET RD
8''
36''
8''
6''
6''
8''
PROTON DR
8''
8''
A R A P AHO R D
RD
BELT LINE RD
8''
8''
8''
IR
8''
U M DR
8''
8''
8''
6''
C
8''
TR
DR
8''
IE
W
8''
8''
RIVE LN
LN
CT
SIDNEY DR
6''
L
R
8''
C
M
8''
AT
E
AT
E
RUSH CIR
8''
8''
LEADVIL
LE PL
8''
8''
8''
8''
A PA H O
AR
12''
8'' 8''
8''
QU O R U
W
W
8''
8''
8''
8''
8''
BROOKWOOD LN
8''
8''
ORD
LN
8''
DOME RD
RE
8''
8''
8''
8''
8''
8''
8''
8''
DR
W A TERF
A ZU
LE
POKOLODI CIR
BOB B IN
8''
8''
8''
8''
"
/
BELT LINE RD
8''
L
RD
BE
NT
WATERSIDE CT
24''
D
I EW
RD
E
D
OR
8''
8''
OOD
EV
K
AR
AH
AP
B LV
K
LA
LAKEWAY CT
CT
8''
8''
L AND M A R K
G
CT
KE
P
WIN T ER
MC
P
IRE
NT
E D W IN LEWI S DR
INW
APPL E V A
RID
A
EL
M OR
LN
8''
6''
8''
Y
LE
8''
L
PA R K P
CHATHAM CT
D DR
8''
N
MA
12''
AR
ST
8''
12''
8''
8''
8''
BELTWAY DR
BERKLEE DR
AL
EV
8''
8''
SOPRAS CIR
PI N
ER
8''
8''
8''
8''
8''
8''
8''
8''
8''
CENTURION WAY
24''
RY
CT O
8''
8''
8''
GARDEN BROOK DR
CH
FA
8''
8''
"
/
''
12
20''
RY
BROADWAY ST
8''
8''
8''
8''
!
(
(!
õ
T
U
12''
8''
O
8''
Surveyor Pump Station and
2.0 MG Ground Storage Tank
ARAP
HO R
D
8''
8''
8''
LINDBERGH DR
8''
RICHARD BYRD DR
8''
(
8
Elevated Storage Tank
Mixing System
12''
R
RES T D
PR
8''
Y DR
8''
8''
BENT T R EE F O
12''
WILEY POST RD
T
U
!
((#
8''
Surveyor Chemical
Monitoring Stations
BILLY MITCHELL DR
REALT
(
L
8''
8''
1.0 MG Elevated Storage Tank
Overflow Elevation - 777'
ADDISON CIR
8''
(
MIDCOURT RD
8''
RY
C O U NT
2
PL
SQ
RE
UA
3
Remote Chemical
Monitoring Station
at Elevated Storage Tank
KP
E FO
CO
RY
UNT
DR
8''
8''
Y CT
E
T TR
RA
TR
IN
AIRPORT PKWY
H
A R AB
BEN
8''
LA
TRL
(
5
YD
OA
NT
BE
8''
8''
DR
ND
R
Y
KELLER SPRINGS RD
DR
24''
M
JIM
L
OO
LE
ITT
8''
N
8''
W
DOW
B EN T
8''
8''
CARRIA G E L
EARHART DR
8''
8''
8''
8''
GLENN CURTISS DR
8''
PK
EA
8''
8''
"
/
S
12''
8''
8''
8''
RATLIFF LN
8''
''
12
R
8''
8''
LL
A
R Y K AY WAY
KE L LW A
DA
12
''
MA
8''
R
(
1
UDF Pilot Program
Area 1
12''
8''
T
VI S A M
LN
8''
8''
A GE
T T R EE D R
E
RE
WESTGROVE DR
IR
YD
LL
SUNBELT DR
8''
8''
B EN
IR
G
NT
BE
8''
YC
RE
A
VIST
EC
T RE
6''
6''
8''
12
''
PL
12''
12''
PRESCOTT DR
SU
R
10''
EXCEL PKWY
8''
COMMANDER DR
BALLANTRAE R D
LL
HI
SKYLANE DR
KINGS GATE DR
D
B RIA R TREE D
8''
R
EXCEL PKWY
EL
LW
AY
8''
8''
SIMPSON LN
K
UB
CL
8''
8''
8''
AIRBORN DR
D
R
R
RV
Observing several water quality parameters at
consistent and strategic locations helps to determine
the cause of water quality problems and provides
greater lead time to alleviate problems.
FD
8''
Enhanced Water Quality Sampling Plan
EA
R
methodology
DR
LL DR
CLUB HI
VI
EA
DR
Weekly (April – October): All
existing monitoring points
RL
OLYMPI C DR
Heterotrophic Plate
Counts (HPC),
cfu/mL
Weekly (April – October): All
existing monitoring points
BE
8''
Nitrate, mg/L
Indicates Cl 2:NH 3 ratio and
available ammonia for AOB.
The presence of nitrite indicates
biological activity is occurring.
Sustained increase causes water
quality degradation, drop in pH,
and loss of alkalinity and
chlorine residual. Nitrite build up indicates incomplete
nitrification. (MCL = 1 mg/L)
Increase in nitrate indicates
complete nitrification and may
avoid nitrite build-up. An
increase nitrate coupled with a
decrease in total ammonia
indicates nitrification is
occurring. (MCL = 10 mg/L)
HPC is used as a surrogate for
biological activity in the
system.
B
BELMEADE DR
TI M
SOJOURN DR
8''
Free Ammonia,
mg/L
Nitrite, mg/L
N
DOVE CREEK TRL
!
(
DR
'
8'
Free Chlorine, mg/L
E C RE EK LN
DO V
8''
Total Chlorine,
mg/L
Importance
Temperature plays a key role in
disinfection byproduct
formation and nitrification.
Maintaining a stable pH is
important and assists
chloramines stability.
Indicates the total disinfection
residual in the water.(allowable
range = 0.5 mg/L to 4.0 mg/L)
Indicates Cl 2:NH 3 ratio
DE
pH
Frequency of Monitoring
Daily: Existing entry points
Weekly: Existing distribution
sites
Daily: Existing entry points
Weekly: Existing distribution
sites
Daily: Existing entry points
Weekly: Existing distribution
sites
Weekly: All existing
monitoring points
Weekly: All existing
monitoring points
Weekly (April – October): All
existing monitoring points
O URN DR ACA D E M Y
L
GO
Constituent
Temperature,˚C
SOJ
S
K
TRINITY SQUARE DR
8''
OA
7
UB
Remote Chemical
Monitoring Station
at Site # 11
CL
(
8''
PO RTSM
VAIL ST
OAK TREE DR
8''
T
ES
MA
LINDELL ST
WI
WI
12''
I 20
!
(
(!
CITY
OF LANCASTER
!
(
DR
LS
HO
IN
ST
A N DR
6''
ROB
12''
6''
8''
T
TRINITY MILLS RD
DR
Y
ALLEY
AU
BL A
NC O DR
6''
6''
Y
R
T IN
ES
ST
L
PA
D
!
(
!
(
!
(
IN
RD
NA
12'' NIC
BEAR CREEK RD
!
(
T
YS
5
MA
KA
42
Y3
6''
RO
D
6''
LE
AL
V A IL S
H ARBOR T
D
OWN
I4
I 35E
OVERHIL L DR
HW
8''
2''
YR
12''
12''WINTERGREEN
12''
RD
8''
8''
R
TOWNSEND LN
HILTON HEAD DR
HILTON HEAD DR
ALL E
GLENN LN
TR
STARLI
NG
HAMPTON RD
OK
N
FINCH DR
HAMPTON RD
B RO
L
EE
RIVER HILL CIR
CAMPBELL RD
DR
PARK
ING L
OT
OT
A C CE N T
C
R
LE
HA MPTON RD
GE DR
B
OB
GL
RID
O VE D R
KIN
LE
GR
N
SL
R
PA
OLD MILL RD
DR
A
LL
S AB
EN
VI
ED
5
BEAR CRE EK RD
A L LEY
D
!
(
RD
WINTERGREEN
16''
WINTERGRE EN RD
LC
!
(
TA
!
!
(!
(
?
(6'' !
(
( !
(!
(!
!
48''
(!
MANOR DR
!
(
6'' 6''
Bonnie View
!
(
8''
(
!
(BAYPORT6''DR !
!
!(
(
(
!
(
!
(õ
!
(
!
?!
!
(
U!
ALLEY
8'' OR D D R
( GST & PS T
!
(!
( STANF
!
(
WINTERGRE EN RD
!
(
LN
8''
8''
''
AK
!
(
8
''
!
(
12
PO ST O
!
DR
(
YALE
6''
6''
A
6''
ONEAL ST
8''
!
(
!
(
!
(
L
EY
LE
L
6''
8''
Y
!
6''
( 8'' 8'' 8''
(6''!
( RD
!
(!
!
(
8'' 8'' 8''
!
!
(
(
DONLEE
8''
!
(
( 6'' 8''
ALLEY
!
!
(PIK E D
( !
!
ALLEY
(
!
(
( !
6''
(
!
(
6'' !
CYP RES S LN
12''
!
(
!
6''
(!
(
'
!
(
RAY AVE
!
6'
(
6'' LN
ALICIA
A LLEY
!
(!
(
!
(
ASPEN
6'' ST
GANT
8''DR
6''
6''
CHARLES ST
6'' DR
!
(6''
COLO NIAL
6''
(
!
8''
( !
EY
!
ALL
(
8'
!
( Rd. 6''
'
!
(
N
Pleasant Run !
!
(
12''
8'' 8''
HL
(
PLEASANT RUN RD
AC
PLEASANT RUN RD
!
12''
(
!
!
8''
!
(!
( 6''!
(
(
?
!
10''
PE
EST
12''
(
8''
(!
!
( !
8''
!
(
8''
!
(
!
(
(
!
!
(
(
(
!
MAGNOLIA LN
(
!
6'' !
(
6''
!
(
!
(
T
U
6''
LOT
!
6''
(
AVE
G
REA
!
(
PARKIN
!
!
!
(
(
!
(
(
!
(
!
(
6''
!
!
(
(
ST
OAK
8''
6''
!
(
(
PRAIRIE CRE EK DR
!
6''
( 6''!
(#
6'
6''
'
!
(8''
8''
6''
6''
LN
8''
8''
6''ST
8TH
OD
O
HAVE NC
12''
W
!
E
6''
!
(
RE ST DR
SUNSE T DR
(
!
( (
ROS 6''
6'' !
8''
6''
6''
6''
!
(
(
!
( !
6''
( 6'' 6''
!
(6'' 6'' !
6TH ST
!
(8''
CORAL DR
ALLEY
6''
8'' !
6''
'
(
6''
'
!
(OAKB8''LUFF DR
5TH
6
6'' ST 6''
(LN
MERRIMAC!
6''
D ST
!
DY LN
12''
(
RD
GREENE
6''
8'' GREENE RD
3R
(
8'
!
(
6'' !
!
(
8''
6''
'
!
!
6''
(
(!
!
(
!
(
!
(
(
8''
8''
!
8''
(
8''
6''
ALLEY
FRANCIS ST
!
(
8''
!
(
G R EENE RD
8''
ST
2ND
REN E E L N
GREENE RD
ALLEY
4''
( !
(
!
( 8'' !
PIN OAK LN
8''
!
(
8''
!
!
(
(
8''
12''
CHALK HILL LN
8''
6''
!
!
(
!
12''
(
(
12'' BELT LINE RD
BELT LINE RD
12''
6''
RD
8''
!
(
!
8''
(
!
(
(!
!
( EEK
!
8''
(!
!
(!
(!
6''
!
!
(
(
(
(
LION ST
6''
!
( 1.25''
6''
!
(
CR
4''
!
( MAI N ST
L
IL
'
BLUEBIRD LN
!
'
(
''
Beltline Rd.
T
M
6
!
(
1S2
BELT LINE RD
6''
6''
(
AIN !
T LIN
''M!
!
(E RD
BEL
EST
BEL!
!
(
T
U
!
(
(
12 (
T L1IN
2E''
12''
R
6''
D
(
(#(INE RD !
!
( 12''
ST
!
IN
(
BELT LIN
!
(
!
( BEL T L!
MA
!
(
LONGLEAF DR
REUN ION
( 12''
!
(
6''
!
( E!
RD
(RD!
6''
'
'
12
!
(
!
(
LN
MA I N 1
2''
S T RIVE RWAY
DR
!
AZAL EA DR
(
Y
E
8''
ERR
BAIL
!
(
!
(
!
( 6''
ENCHANTED
8'' LN
Y
!
8''
(
SHERRY LN
ALL E
!
(
''
8
6''
6''
D
(
ENCHA8''
NTED LN
(!
KR
(!
ALLEY
OA
(6''!
!
( !
MARILYN AVE
!
(
P ARKE R V
!
(
PARKERVILLE RD
LL
RD
!
ER
(
E
(
''
L
D
8
WINDMILL TRL!
!
(
MI
6''
TE!
NO
(N
D
HAMPTON RD
Created By Freese and Nichols, Inc.
Job No.: [ADD08361]
Location: H:\W_WW_PLANNING\DELIVERABLES\02_Draft_Report_(02-13-09)\(Figure_4-1)_Recommended_Water_Quality_Improvements.mxd
Updated: Friday, February 13, 2009
''S
1I2N
I
ST
AN
ST
IN
MA
INT ERSTATE 35
ON
EL
I 3 5E
NT
DE
MES A WO OD DR
HAMPTON RD
6''
TE
STA
6''
CLE VEL AND RD
DR
12''
8''
8''
8''
!
(
!
(
RD
E ''
ON 6
EV
CL
GODWIN AVE
NCO
'
8'
!
(
BARTON AVE
MILAS LN
BLA
8''
LN
8''
PH
!
(E
L
TE
E
ON
I4
ST
RD
'E
Y6L'
6''
L
TE
NE
GD
RD
N
D
2
Y 34
DR
DO
ST
ST
!
(
O
PH
RD
8''
!
(
!
(
!
(
!
( 6''
BROO KS IDE D R
MO
AN
LD
IE
DR
!
(
8''
N
LA
GLENN LN
EL
IGO
CEDARDALE RD
LN
LOND ON
HAMPTON RD
I 20
N
EM
I 20
H
B JO
ON
MA R
PP
HW
I
TR
!
( 2''
!
(
6''
!
((
(!
!
(!
6''
8''
8''
8''
8''
E
Y
LE
'' A L
12R V
A
!
(
8''
8''
!
(
!
(
!
(
8''
D
LY N
6''
D
CE
8''
6''
8''
!
(
!
(
8''
6''
6''
E
AV
INS 8''
8''K 8''
EL
8''
8''
6''
Site 11
GANNON LN
!
(
NR
HE
LYNDON B JOHNSON FWY
AMES RD
ST
Y
T
U
(#
6''
V IC
DR
A
IN
ND
RD
!
(
8''
6''
S ER
!
(
!
(
8''
!
(8''
NA
DR
VE
JA
LBJ
!
(
8''
!
(
Ames Rd. EST,!
!
!
(
(õ
(
!
(
!
(
!
(!
(
(T
GST, and PS !
U
8''
Y
R6''C
PE
O HN SO N
NBJ
FW
!
(
!
(
ND
L6A''
DO
!
(
!
(
RK BLVD
CENT RE PA
DA
CE
8''
8''
!
(
LE
8''A
RD
2''
N
LY
OMAR ST
!
(
!
(
8''
''
R8D
!
(
!
(
!
(
8''
8''
BLUE LAKE C I R
LIMA ST
12'' RD
DANIELDALE
!
(
(!
O
8''
8''
8''
8''
8''
WOLLCOTT DR
MCEWEN RD
(
!
(!
12''
!
( !
(
12''
ST
PETERSON LN
!
(
!
(
!
(
6''
!
(
6''
DR
TO
AL
47 0
EX IT
6''
IN
LL
!
(
8''
!
(EXIT 468
I 20
DR
Y
6''
SIMONTON RD
A
8''
A
LE
NT
L
PA
I 20
I 20
I 20
8''
DR
BR
BA LOME DE ST
K
EE
EXIT 467B
I 35 E
ALPHA RD
W OODE D C R
I 20
'' A
H2E
A
TL
'' L
N6K
VALLEY VIEW TRL
I 20
RD
RD
ND
''
12
PRESTON VIEW BLVD
I 20
W
I 35E
NALL RD
I 20
ND
MO
A
FR
DR
SOUTHERN BLVD
I 20
I 35E
SIGMA RD
KH
46 6
WH
A
TL
EA
GH
HI
OLIN RD
EX IT
AS
LN
CO
EV
CL
PKWY
R
TE
STA
12''
INTERNATIONAL
RD
RB O R VIEW
ICK LN
12''
OO D D
I 20
L
JJ
S TON OA KS R D
KIRNW
EY
I
ALL
R
HA MPTON RD
SP
F WY
S ON
DR
OA
DR
8''
P RE
8''
N
I DD E
IVYWOOD DR
FINCH DR
STARLI
NG
6''
MA
RA
8''
PL
O N RD
MONTFO RT
V
8''
"
/
DR
OO
"
/
T
Uõ
MONTFO RT
BR
12''
Celestial Pump Station and
6.0 MG Ground Storage Tank
!
(
Site #13
8''
E
12''
8''
12''
12''
LANGLAND RD
SH
IR
36''
HORNET RD
8''
8''
8''
EN
8''
36''
CELESTIAL RD
8''
8''
HA
V
8''
8''
8''
IU
VERDE VALLEY LN
WAY
'
8'
DE
8''
AD
8''
WY
L
PA
DR
M
BELLBRO OK
HAMPTON RD
LA
8''
N
The Town of Addison, Texas and the City of Lancaster, Texas
developed Water Quality Action Plans to take a proactive
approach to maintaining water quality in the distribution
system. Like many wholesale customers in warm climates,
these cities occasionally face water quality challenges due to
long residence times and lack of control over water quality prior
to the delivery point. As part of the Water Quality Action Plans,
several aspects of the distribution system were evaluated in
order to develop a strategy for optimizing water quality.
8''
CHES HIER RD
D B LV D
S
8''
8''
8''
K
ZP
36''
36''
8''
W IT
8''
C INO DR
R
DA D
12''
OO
AK
KO
8''
IN
DO
ALLEY
W
O
SA
8''
HA
8''
8''
PROTON DR
8''
8''
Site #14
OK
12''
B RO
'
!
(
8''
8''
12''
8''
8''
8''
12''
36''
36''
12''
WOODWAY DR
6''
8''
8''
8''
8''
12''
DR
SPRING VALLEY RD
8''
8''
8''
8''
NT
8''
8''
"
/
'
12
8''
8''
8''
MO
!
(
8''
8''
RIVE LN
LN
8''
BELT LINE RD
12''
8''
RE
8''
OR
8''
C
IR
Site #6
8''
8''
ME
N
U M DR
12''
8''
36''
PL
8''
TR
8''
V
IE
W
8''
RUSH CIR
8''
C
8''
DR
E
R
K
OA
8''
LEADVILLE
8''
8''
8''
8''
12''
UM
CT
6''
8''
POKOLO DI CIR
DOME RD
8''
16''
ST
MCKISS
A sample site in the northern
portion of the town (highest
water age) showed lower
chlorine residual compared
to other sites.
O RD
A PA H
AR
RD
AP AH O
12''
QU O R
R
AT
8''
8''
BROOKWOOD LN
LE
8''
8''
W
D
8''
LN
8''
WO O D SHAD O W
AZ U
R
8''
8''
BERKLEE DR
8''
ORD
W
AT
E
K RD
N
NL
BO B B I
8''
8''
8''
BELTWAY DR
"
/
16''
0''
12''
NT
AR
8''
8''
8''
W ATE RF
CT
BE
WATERSIDE CT
8''
CT
KE
IE W
RP
10 ''
10''
24''
24''
8''
8''
D
LA
EV
WI N T E
24''
BELT LINE RD
BL V
GE
K
LA
M
12''
LN
AN
24''
RD
RID
8''
CHATHAM CT
12''
10''
OOD
8''
8''
8''
12''
MOR
6''
INW
''
12
L
PA R K P
8''
8''
E D W IN LEWIS DR
8''
8''
8''
12
''
12''
TO
8''
8''
24''
8''
8''
CENTURION WAY
8''
Site #26
LAKEWAY CT
•History of isolated areas with low chlorine residuals
20''
!
(
8''
8''
12''
20''
8''
FAC
L A N D MA R K
8''
20''
12''
''
12
20''
8''
AR
12''
D
OR
E
12''
12''
T
U"
/õ
12''
HO RD
SOPRAS CIR
•Average day demand of approximately 6 mgd
12''
LINDBERGH DR
RY ST
AH
AP
8''
SP
ARAP
AR
Surveyor Pump Station and
2.0 MG Ground Storage Tank
C IR
N
IS O
Site #23
BROADWAY ST
8''
A DD
ON
EL
12''
8''
8''
8''
8''
SID
L
REAL
TY DR
8''
BILLY MITCHELL DR
SQUIRESWOOD DR
•Wholesale customer of Dallas Water Utilities with two
delivery points in the southern portion of the Town
RICHARD BYRD DR
KE
GE
STONEHENGE LN
N
24''
E
LA
ER ID
N
8''
8''
T
U
(
!
((#!
ER DR
PR
WILEY POST RD
TURN
FW Y
MONS
U NT R Y D R
OE
ROSC
Objective
GH
HI
Elevated Storage Tank
STEM
LA K
CO
1.0 MG Elevated Storage Tank
Overflow Elevation - 777'
WY
NF
EV
CL
TE
6''
MIDCOURT RD
!
(
!
(
8''
8''
!
(
!
(
!
(
!
(
!
((
!
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(!
12 !
!
(
!
( 8''
6''
6''
DR
8''
YS
RE
8''
CO U N TR
A
QU
8''
NSO
CEDARDALE RD
''
12
8''
8''
AM8''
ES
R
2'' D
I 20
I 20
H
B JO
LANGDON RD
!
(
8''
8''
8''
!
(
!
(
6''
RA
!
(
8''
WOO
D LN
ELL DR
SEW6''
E
R
8''
8''
6''
PP
T DR
8''
R
CO
CI R
S
BENT TR E E F OR E
12''
12''
8''
I 35E
Historical Data Review
ST
FORE
8''
8''
!
(
!
(
!
(
D
TREE
8''
FO
CIR
EY
BENT
AL
CH
NT
ALL
16''
Ames Rd. EST,!
!
!
(
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(
!
!
(
(
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(!
!
(
!
(
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GST, and PS !
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8''
DO N
LY N
RD
WINTERGREEN
T
12''
!
(
!
(
(!
?!
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(
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(!
!
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MANOR DR
!
6''
(
Bonnie View
!
(
(
!
( 6'' !
(
!
(!
!
(
!
(
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!
(õ
(
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8''
!
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!
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(
!
8''
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A
(
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6'' !
LN
AK
!
O
(
!
(
8''
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12''
PO ST
!
(
6''
6''
8'' ST
ONEAL
!
(
(
!
( 8'' !
8''
L EY
!
8''
( 8''
6''
(!
(
!
(!
8'' 8''
!
(
8''
8''
!
!
(
(
ALLEY
8''
!
!
8''
(
(
!
!
(PI6''KE
(
!
6''
(
ALLEY
!
( 6''
ALLEY
( !
!
!
(
(
ALLEY
CYP RES S LN
12''
!
(
!
(!
(
!
(
RAY AVE
!
6''
ALICIA LN
!
!
6'' (
(
(
!
(
ASPEN
6'' ST6''
8''
6''
CHARLES ST
!
6''
(
6''
6''LN
(
!
( !
6'' NANCY
EY
!
ALL
(
6''
6''
6''
2''
!
(
6''
8'
!
(
N
'
Pleasant
Run
Rd.
!
( 12''
HL
!
(
C
PLEASANT RUN RD
A
!
(
!
(!
( !
(
(
?!
!
PE
(PLEASANT RUN RD
8''
( !
8''
(!
( 6'' !
!
8''
( 8'' !
!
(
(6''AVEEST !
!
( 6'' !
(!
(
!
MAGNOLIA LN
(
!
6''
(
!
(
!
(
T
U
!
(
REA
!
(
(!
(
!
(!
(!
(
( !
6''
!
(!
( !
!
6''
(
(
PRAIRIE CRE EK DR
6'' MCKNIGHT ST
!
( !
(#
6'
'
!
6''
(
8''
6''
8''
6''
6''
8''
LN
8''
D
6'' ST
8TH
O
O
HAV EN
W
6''
!
(
!
(
SE
CRES T
6'' T DR
SUNSE
(
!
( !
DR
6'' !
8''
6'' RO
!
( 6TH ST
6''
!
( (
6''
( 6'' 6''
( !
6'' !
!
(
CORAL DR
8''
DR
ALLE Y
6''
POINSETTIA
6''
!
(
'
6''
8''
!
6''
5TH
(
6'
!
6'' ST 6''
(
8''
6''
DY LN
!
12'' RD
(
GREENE
8''
8''
!
( 6''
!
(
!
8''
( 6'' !
8''
8''
6''
!
(
(!
!
!
(
(
!
(
(
!
(
6''
ALLEY
6''
ST
FRANCIS
!
(
GREENE RD
8''
RD
GREENE
!
8''
(
6''
REN E E L N
GREENE RD
ALLEY
4''
( !
(
!
( 8'' !
PIN OAK
8'' LN
!
(
!
!
(
(
8''
CHALK HILL LN
8''
!
!
(
12'' LINE RD
!
(
(
BELT
12''
8'' T LI
NE RD
8''
!
(
!
(
!
( !
(!
(
BEL
(!
!
(!
(!
!
!
(
( 6'' !
RE5''
DB UD8''
(
(
LN
LION ST
8'
!
6''
( 1.2
6''
'
!
(
4''
!
( MAI N ST
6''
BLUEBIRD LN
!
(
Beltline Rd.
!
(
BELT LINE RD
!
BELT LINE RD
(
EST
BEL
12'' !
(
T
U
! !
!(
( !
(
(
T 1L2IN''
ER
6''
D
!
(
(
#
!
(
ST
12''
!
IN
(
12''
!
(
!
(
!
(
MA
LONGLEAF DR
REUN ION
(
( !
!
(
!
( !
RD
(!
6''
6''
12'' !
(
!
(
R
!
( MAI N S1T2'' RIVERWAY LN
AZAL EA DR
8''
EY D
BAIL
!
(
!
(
6''
!
(
8''
8''
!
(
SHERRY LN
!
(
Y
ALL E
6''
(
8''
!
(!
6''
!
(
F
ALLEY
!
( 6''
( !
MARILYN AVE
!
( ERRIS
P ARKE R V
!
(
R
PARKERVILLE RD
LL
!
ER
(
8''
!
(
D
!
(
6''
NO
!
(
TOWNSEND LN
8''
KELLER SPRINGS RD
T
U
(#
AMES RD
8''
N
DR
D
ER
!
(
8''
6''
T TR L
12''
8''
L
KP
GANNON LN
8''
!
(
12''
V IC
6''
!
(
8''
!
(
!
(
8''
S ER
LBJ
NA
DR
E
AV
OJ
8''
8''
!
(
8'' !
(
!
(
!
(
8''
!
(
!
(
8''
!
(
2.25''
N
''L I
NK6
OA
NT
!
(
8''
BE
B EN
8''
AIRPORT PKWY
DR
!
(
(!
!
(
RK BLVD
CENT RE PA
12''RD
12''
DANIELDALE
''
R8 D
N
OMAR ST
(
!
(!
'' S
8E
AM
W
Y
LIMA ST
12''
2''
"
/
EE
PK
GR
S
NT
A
!
(
!
( 12''
6''
!
(
6''
!
(
!
( !
(
12''
''
12
H O CT
8''
!
(
I 20
DR
Y
!
( EXIT 468
A
FR
C
BR
E
TL
AN
O
47 0
EX IT
I 20
I 20
I 20
12''
A
H RA BY CT
RI
I 20
I 20
''A
H2E
A
TL
RD
ND
8''
DR
R
I 20
EXIT 467B
6''
L
TR AI
DO WD
I 20
L
PA
M
W
BA LOME DE ST
ON
ST
EA
I 20
I 35 E
Cast Iron
Concrete Steel Cylinder
Ductile Iron
PVC
E
PR
I ST A M
46 6
I 35E
LN
DR
12''
8''
8''
LL
R Y K AY WAY
8''
16''
DR
A
MA
TL E
T T R EE D R
JE
''
12
8''
8''
LL L N
BOYINGTON DR
'
24''
Y
M
JIM
L IT
V
L
8''
8''
8''
O
DO
AI
'
8''
8''
TR
Site #2
8''
GLENN CURTISS DR
8''
8''
LN
BE
12
'
8''
EARHART DR
OL
L
D
12''
8''
8''
8''
8''
WI
LN
E
KN
RATLIFF LN
8''
A GE
6''
!
(
8''
8''
WH IPP O O R
C A RR I A G
LL
6''
B EN
IR
EC
'
12
8''
IR
YC
8''
B ALLANTR A E R D
K
8''
K E LL W A
8''
IC
LN
R
W
VE
D
WESTGROVE DR
8''
8''
LW
AY
SUNBELT DR
8''
8''
ST
RO
EL
K
YG
K
•Distribution system serving 15,000 residents and
significant commercial development
12''
8''
L DR
B R IA R TRE E D
TRE
VISTA
10''
12''
8''
COMMANDER DR
CLUB HIL
VI
AD
SKYLANE DR
DR
8''
EXCEL PKWY
EXCEL PKWY
WORTHAM LN
8''
8''
8''
12''
PL
8''
LL
10''
10''
S
R
SH
SIMPSON LN
Water Lines by Material
HI
SOJOURN DR
AIRBORN DR
R
ALLEY
UB
D
N
CL
AR
EX IT
LEY CIR
OA
Site #11
!
(
8'' SOJOURN PL
R
PAUMA VAL
DR
UB
DE
BE
HILTON HEAD DR
F CT
STO NE CLIF
CL
8''
Suggested operational
changes to improve water
age included: seasonal
shutdown of storage
and pumping facilities,
increased cycling of ground
storage tanks, and increasing demand on the wholesale provider’s supply line.
SUMMERSIDE DR
CAMPBE LL RD
8''
8''
8''
DR
NT
L
GO
N
RIVER HILL CIR
LOT
HILTON HEAD DR
8''
BELMEADE DR
Background
PARK
ING
H ARBO R T O W
D
SO J
OURN DR A CAD E M Y
DOVE CREEK TRL
OAK FALLS CIR
WH
NA
DI
ST
LN
EE
SPYGLASS DR
AS
A
DR
N
TR
L OT
GLEN HEATHER DR
TL
EA
O
LT
IGO
OK
IN G
STILL FOREST DR
E
CO
RD
D
AN
MO
PA
RK
LN
RS
SUMMIT HILL DR
LN
EM
LE
SOUTHFORK DR
TRINITY SQUARE DR
IR
IVYWOOD DR
R
MA R
B RO
W AYP O I
D CV
C
N
R
R
TRINITY MILLS RD
VAIL ST
Town of Addison
BB
CO
GE DR
OAK TREE
DR
O
ICK LN
BRETTON BAY LN
A CCE N T D
O
LD
H IL
OLD MILL RD
R ID
R
PARKING LOT
SA B
LE
DR
DR
TR
ER
EN
L EN DR
IV
ED
HIGH STAR LN
PR E
Existing Sampling
Locations
C OP P E R ST
ON
E
WG
OO D D
MCKISS
BRIARGROVE LN
DO
SPYGL ASS DR
S HA
RAINSONG DR
KIRNW
L
JJ
DR
Scott Cole, P.E., Stephanie Neises, P.E., Melissa Waltzer, P.E., Nelson Esquivel - Freese and Nichols, Inc.
W
www.freese.com
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