WA0003-MapsC.
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l
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Pump Station
f I Southwest
Proposed Pump Station ___ _ I Study Area
----- - - - - -1
Proposed Water Line !L ......... j City Limits
RMOM12
Freese and Nlchels
COY Limlie
L_
poa�atlk
1-01.
""W.
'.
V[Itl led
N
0 1,000 2,000
SCALE IN FEET
U
C tY Limits
v
-----------------------------------------------------------
/ 0 \
/ g° b 8"
0" g.. m 10•• '\
12'• 12 18" m 10..
o
CP.. w Deforest Lift Station
'a., a 18 6.4 MGD Capacity
10" 1s" 15" 'a, Wl ?`m °' 10 35 s,. Expand to 14.1 MGD '
B �8
C1
g°
IS. 7 ?e x..12•, 10 0 - 'oo
5 15.. 7 ?'• 1A 8� 8„ l0. 10,
_ .
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21 w 8" 8"
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8.: -.8„ m 10" , ( 10.. 10,E - 61. 81. 0 x•7`0
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to g 6" 8., w 8„ g
6" 8. 27„ 27"
19. g.. 6;:
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8.. g•,,. 81. r ,,_ii T 8' 10" 40 m 8" 8 8 $ 6j1 61. ^0 8 & \
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m 0"
8.,
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OR 30"
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e
T 8" g.. 8" 08.
8" 1
m ge m m m °'-
/ m
-to
61', ,n•• ndy Lake Lift Sta
Sa tion '\ 8.
10„ - 6,' 6,: g' 3.8 MGD Capacity
,m to _8a g..:. 8" m ro B $ 8.. , B Expand to 4.2 MGD
ED =
m 4h m c m W ip ao m m m m g 10" 10x' 10" 10 8.. _� g..
50 0, 61.
B" 15 �, 0, 8.. a 6.. • ro 6 <o - m-
4h m ' 8" m 8,. 8„ c
m =
r : _
ell V-
45 15 <p 8 Po m g 6. m ' 8.. $ w0 m �o •- is 10"
g +:.
o 60 8:� �. m ..6 ry 8 m 8 ^m
10" ro m q0
m 8„ m 8 "'6
w
e,�
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e a.
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N 8' o -`0 m T.
eo 1 ro
to 6" !0 8.. B g, "An-
6"
ell 'poll
g., a Sir is
30,• g..
m e� 1 6^ 10'• 10 8.. 8,. 12.. 8..
z0 2t O•, : e m i0 �` B" q0 lS0
m N 49
o 6 12 12 12 8 24 3' % 4
12„ y0 30•• 9;.. .. 8. o -
/ 12" m 6 e ® m bmo
8.. 30..
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m
m B' - e.. g, 3� ra i= \�'� 1y" 30" .h 33" 33„
., ., w B^ m g', g'• i �\ Y2., 12., 12 n
C6 1 111. „ `..i 33” 33" 33" •• 33"
m e \ \
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to 'I - B
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all
V 12" a
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8„ 10" 10" 10" ro 10" 14 10"
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o mj
12 0.. 12 ° 12
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I
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FIGURE 3
o,
� P
CITY OF COPPELL
BUILDOUT WASTEWATER SYSTEM
LEGEND
Q Lift Station Streets
0 Meter Station Southwest Study Area
Manhole L City Limits
Proposed Sewer Lines Sewer Basins
Gravity Line Basin'A'
® - - ® ® Force Main Basin 'B'
Existing Sewer Line Basin'C'
8" and Smaller Basin 'D'
10" and Larger Basin'E'
— Force Main Basin'F'
goo M12
Freese and NlChols
.i.�cN�. "tni'Zaxioaj .. .,
mc�[r"" unw w,rv_auNmm�ncuvsanm.csuYa -n n.ar "me r�nnLrwwu_ss "rm:.t_w " "�.mmior srnmm,.a
33" Meter Station
33"
0.
ii
\
a,1 \
I f
\
I
I
N
0 1,000 2,000
SCALE IN FEET
Mm
T
Legend
City of Coppell
Zero Gallons
1 - 20,000 Gallons
20,001 - 35,000 Gallons
35,001 - 65,000 Gallons
65,001 - 75,000 Gallons
75,000 - 98,900 Gallons
City Meters
Non - Residential Meters
No Reco
3 -Month Average Residential Water Usage
2000)
k.)P 0 0103
(July, August, September -
4
z
CITY LIMIT ----- ! "`
4/ 22 /
,
Jse
A 9 S 42000
GI N ? >q. 2a° e
IV aN 1B 0 Jag
43 J121
r O�
imi
222 -12"
fA
DENTON COUNTY J120 N
♦ ry N — — r _ _ me DENTON COUNTY
♦ 1 DALLAS COUNTY '@ a• ,ti m —iJa2 — — — —� _ _
♦ " JS` A» ? ?o, 1 AwrydM - �1 ti" 300 " DALLAS COUNTY
try ca 72. 09 1 ry1�
@ 2a d1 ?S N N m Am AM Jim
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zV1 ♦ �,0, it °I oo m �, °° a d� S >9` ge o+ m ifl, JBBI 627- 6 ?9 '° a o 1P A °ao 1093 -6,. ^ A°se
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m la 6,8 + 8" Aoe rn oee 1 8" f 10 §8 ?. 3 AM a /
a 0 _ ° 'S 16, Jim a, 4 Ao6a 8 Aae J@ 0/\' r
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108 -6" m a0
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\ m \ JB74 -. - a72 10 0w l AOB6 A42 314 -8"
P m 8 Ja7s 5 - g O 1 °84 3,
N• ABO Al I aID o° Je90 S79 '651 g^ Ja7J m 1q o- °a= AN A0110 AN A
Jz -_. . _N. ._ o0a 1 a X 16$ " '1 12 J n n J 771 2 , f rn w n �N o <e1 e 1- 6 1 �9 '1I41 ALLIAGE PARKWAY Pump_-SWON
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8" J 3 „ A�t' oi n z 8 n` rn ^ ro Al3w 82A " 1 3 1 z 7N 'Ao ° °
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1
-
-
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° m
n ° _ O 'm J01 V JeB 8" n Ill _ 2 A,ts AN M ° rn m m V 1n m I A,I) G BB
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♦ I: "'
Joel A700 a ° 693 -8.. m.. I w a, 1a .111QAsi10 A3ae m
^ry
Am A O L] m. NW N� N N A ' AIM
m r m. 'W e m not 07Ox 6 mN he J ♦ ,�
q0) A J12J J4T4 h _ M .., m m 366 -8 °I °0 n J]- P m= Nm w Aa) a
/ N N �y Alm m 7 = A)4 W m n' m 696- rn Jmiw M Ab M 336336 1 la 8H. m /
J,aJ o g ^m 0 J ?>rx 01 Ic. 7,6. romm m m ^ m DALLAS 301° m°cy c___._' 12� Q ulna 12" „�, +? °i 11 am „79_,6" VILLAGE PARKWAY �.t` O
69723 J718 r ^'m �+m cO m n N O 8 11 0 1189 1187 A 34, 4,Q as
N
J4 7 719 3a i __ _ -Y4,y x M^ o A120 +� ,2a 81, g 1 _ ��
N n 486 A428 @ '1'442 8� 279' J45 48Q' -451 453 444 Jzoa� n I At3o A1xt
l. 8" ., g B „ 0 8 -e,n2z 382 71 Q 70910 708 w 705 -16" Jna3 - - " 130p 83 STATION
1 8"
13 J427 , ' wA ° ° ° m A 19� ':. , ,;; 725 = ro 163 m 16 �>t J7w On _ „96_16" rnm i6" At3, 1195-16 m o 1 A,2lt1 Al PUMP
Jez J4xe ° :1n , Ai 1x{111186 g6"JI §1
471 -8' = J]zo 16 "a J7m 16' J]f 16' 16' 8 1P m ;ats, 20 20 _ A 12 33 30 `to X30 413+0 X76
1 7 ?0�7 Jzm _ 440 8" f�A 0z° I m 1 24 8a ml N N BN 381 781 7807 0 3 8 0 1203 -6 ,N ° 8 r ,
1 2" 201 -12" J20R ^J22 N 16" m 00 A1J] A a6 )/
EXISTING Jb1 - MV 751 n r ^,yd 1. q v -r Je2i .N- J1152 ,222 -6" '- A16] iAI64 ,A,. 4,99 Ai3]1231 JIt
N N M N A X00476 -6" �'NA IaJ m. S09` 8 J7a1 QJ 753 u1 ^ 00 N b20 W Atat ,202 6" M 'N ° ° ,.+ 4? 0000001t000l 4%
I 473- 8140'!7' ` m 8x Ne mw m m I n An m 1253 -8" N. o m m mN: 22, pone Atae 2,1 ��
/ 513 -8 n m M 39 8n m M a 852 -6" Ana 1256 -8" A,ea: N ns 10 aw 3 co 4
0
m .- m N '.. 2a . a °m Alm \ 3107 /
27 669.6" �� WAGON WHEEL J4a4 762n M m A,], ti : 0 m A,az N
1 7 I 5 „ 6 m 0179 1258 -5 "r ' 111]2 " N :Flee JAf lea Af6 /6 „ N N = N 368 -,2"
512 -8' Ae7 50 _ Am 8' = a] 758 m..8^ „ Jma m ^ 1252 -6" f AI63. / J . v ^ a HMO W
�M J B = .. 6390 849 -6" Je13 1 /yp - " N- 1264 -6" Na' 174 J7173 -60 -6 Ales OB A,89 1 d 6 Atilt @ @ N M N J1N7 7go`,�"
N =N J22e 2, O M G Jbm m 0 „ Jon '659 8 N J J2 I -; .- W
1 w 44ae ro N° B m` m M m 1257 8 ? w N m DALLAS
mae es n ne 6 Jmlt N m fi" n w � J,e - _
Jmoo Jmm 4mo2 Jltlw 4lt,w
398 -8" m mn JS ]Bp m Jetz 0 ° N 12 9 1 146 147 734 738
1 m ELEVATED 4_ x m A� _ �m 76� d m w MBa 1 4m9lt 4m,a
a
1 dzw 2 47ee m A]e m s ern 850 -6" Jeu S 6 m Atat J o At90 A'8 J 7 m g" W.
°a 36" r 36" + 38" 36 "e
3 12 Jzo 6l0 n JbµB
774-8"J79 M m mot, dw N, o+ dne 1273 -6" .'1275. 4fla7 9 2 ^oa 2 '1- } Abz o
me b N 1 n= A18B ',. t, •? 9.. ' d N N N N N N ~
° @ 6" m
STORAGE TANK x67.6" a92_,2^ 4ba 399 -8 460 An Jn� m 1 ? i ° d d 657-sa 6261 2 ° 2 'p 6 ` OIBa ,278 -8 a ✓Bva� ?� N @ ,90.36" A� w� e 50 dfs6e 366 8" n n
M"o a m J771 @x S Rp m 01e0 O OI ry N O/ ry/ J -� N 8
_ a S J1B4 ,0 Ae1m 8 a m h .- Ja1@ m 4 •1 JB1s �• e ° O+ 1 J 4�I ^ „ taa U° 0� NO 0 �W (09{ 8� 118 �p
iV Jbt „ Jb3 @" Jepe J1179 -A1BJ
j a Jb2 8 "m A 49 12a m > ^ ,Bps N m Q' cP OO cA o
131 -12" m 11 - J7e r o Asa = a e 4�6 re Jew d2�8 \ �y0 Axoe _
Jim tO 498- 12 "dbe 6993' @ s 8 A AJS7
N N^ ,10 N Aso 4 °j 411 tease 1 a
w 12 Joe] J]eo NiJ779 78'? < 790 m m 767 J»3 Jeo7 d w8 837 -6" 7\ @., °n m Aaoa 2oz 1300 29 1247 29 N 849
,2n , 499 -6' 26. ,ti o ° o2w m e6,69 -2a" STAR LEAF
j 8"Jna B "4n48 "m @ :.M°/ T 1 / 1,53' wy 8 "Jtzat BATOO Al" Jnelt a n 1
r °3,es rn - M 8 J-8 = J799 = J7B 0+. r7 ip - M m MON O � +e 6 gn 1340 -8" A2321 35 J12M PUMP 6912 3 150 153 158 729 736 741
167' Jae 1 4471 _ Jeg m 8 n 805 -80 - 747 8 7 rn, 1J 4- Axae m a ^ ry1. ? 132 ' A2zs M°j Azz7 a A 14, AJm Jm,3742
m b .J/B] n m � cwi°
J208 O �. / a �@" JiJa z Jml2 48" 11 m m° n ° J7 J78a ao 814 1M S 8„ M m A o; In S d,as 1 747 8_13w n Jmo4 49" Jmw �" 4mw 46" JB,o7 48" 4ltn, 48"
501 -8' 4 8" 803 m 1O 71 Jeoz Ax, A215 13 mzi �,. 1333- A2z =o ---'{{
J470 n O a:5 x J1210 23, 73 °` /� w ST N' -{
8' �s 396- 2„ 7ge8 8 8 3 3'� '., 47 ^M �. i AJez ro 0
O N V a ° nJ]B4 J7B8 " 8.. Oi J7 6 WN g 8� Jew JB01 w f ° 74�g.• ,N'1 m J12 7.? Na P A l
„ STATION
J47z °w '07 2 ee 1n m 1322- - ' a •M 0 Az a 697; "D
214" 8"
505 -6" M73 J7B _ J]9 8„ 864 N „ Aztz 9 J? dt2T ry 73q Mho ,
0 = 1"5�A22 „ S °. M Jf38e m
l N a 11 +1 4]92 ' 'J' m 81,9J1216 A21 w J12R6 7 J138 ■
Og_gn J4]5 Op • `m eo o °� OI m 0+. M 1,5 8 @" ixT 1 .y0 3. w 7 \ I J12 J 4 7 7\ a dxM 1 ,JM d 14 3 A3e4 ! r
?x ,? J474 .511 -B" �� o lt0 I 1 w Jez2 ID 1�' N 'S d >: `73 Axs > 6 z3a 1432 STAR LEAF PUMP STATION
rn 6 T.L ... I a a \ a 0 JI224 @'• dq A371 8 -r,
1 = M 33 -6" J47e m m m Q m. Jes7 m, M 1318 A2xt �w JIM @,. J1T33 J123] t�0 W AJ]0 J138) ml N
"
7J23 "12" 0z @ @ @ , N A4 A
t p, ?R A4w
0
251
I J25 Bt O J�9 6 4,g
A3154 877 a /� A257 "
4862 g9 "a6 8 A29
am 97
M n x 5883 ' ��,I/ n —_� _ �h^ Ase m /�
J57 180 924 -12" 925 -12" Mt 251 -16" 4262 252 -16" J501 JsoJ 4ew \ 889 m 00 J861 8" All Cj� r 1362 -24" M a • -
521 -16" 523 -16' 526 70 -16 "'072 -i6 "Jb 73 J3z Jae? �• 16' ^ co I Abs
1 92 J64 56 -16° !� F` 1
m N onNi 16" A 4 16" i6" m 6960 w, nJee Jeea 5 6" RAp `�vIN� Aza2
A
_ w a 454 12"
$4 hqy 16" 16" � °j J34 G � � `� 34S,gx M A68 �/� � ql �
J507 sn + N
m Jaen 8ea, a ♦ 136
° 7 -24' 1 6y' 45
JtO n N �.0 °0 m co 10 A 1 2 LJJ m a g5, \_Je .. 135 -12"
N M m W W 6D 6 6 0412
m a 0 J894 J1^ 6110 Aa4
1
1 A a be
535 -8" sto 92,8
933 -8° , `.. a=
A411 J253 Bw y
JSOB mw JB70 O /ry' Aaa 4Qj� r r ,p•
so to
a 4
r
540-12"
m N -" 8
J
4134 545- 24" 0n 187 -8' J30 64 -8;, 54
898- 10 "'B7Z Je]t
1 N 12 547 -24" 1 ,
1 Jzss � 1 BELT
?p73,'6" aas EXIS-ING SOUTHWESTERN �\
1.5 MG ELEVATED
� m
1 m
STORAGE TANK
Joss 42 -12" O 555 - 43 -12
o,
0 1000 2000 3000 1 171 r
HORIZONTAL
1
Jsas o
as -,z" SCALE IN FEET 1
1
'tea 37 -12" 121 381 40 -12 ". 2739J668 45 -12" JA02 902 -12"
N 12 "JU7 12" � 1
w
1
Z N N �® �
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U
° rn m LEGEND
Q b° WATER DISTRIBUTION SYSTEM OVERVIEW ` p aag 56 lta
° 3 -10"
ry
905 -12"
�3 n �°° 1 T H E C T Y O �° .. r•• •• COPPELL CITY LIMIT
� PLANNING AREA (ACRES) 9,408 � % i ._ �y�.�s "�.�a� _ _
POPULATION PROJECTION 399053
A14 M 170 -8. EXISTING WATER LINE AND SIZE
N
MAXIMUM DAY PER CAPITA 525 PROPOSED WATER LINE AND SIZE
DEMAND (GPCD) ♦ »,� Jga2
MAXIMUM HOUR PER CAPITA 1 217 F WATER SUPPLY LINE
A Y7a
DEMAND (GPCD) 1
r,
�� 1 �._ EXISTING ELEVATED STORAGE TANK (HWL= 672.5)
DMAXIMU (DAY SYSTEM 29 0 0
nA ,, 1
EXISTING GROUND STORAGE TANK
MAXIMUM HOUR SYTEM 61 � 1
DEMAND MGD) � �_ ��
PROPOSED GROUND STORAGE TANK
TOTAL ELEVATED STORAGE 3.5 C //` �4
(RECOMMENDED MG) SYSTEM T E M
; 1 WATER DISTRIBUTION S EXISTING PUMP STATION
1
TOTAL GROUND STORAGE 14 �iMi MASTER PLAN MAP PROPOSED PUMP STATION
(RECOMMENDED MG) EIRKHOFF, HENDRICKS & CONWAY, L.L.P. .Aa4 JUNCTION NODE AND NUMBER
PUMP RATE (MGD) 47 CONSULTING ENGINEERS Da
DALLAS, TEXAS PRESSURE CONTROL VALVE
OCTOBER, 2004
WATER DISTRIBUTION PLANNING AREA
FLOOD PLAIN
EXISTING 4.0 MG
GROUND STORAGE
TANK
PROPOSED 4.0 MG
GROUND STORAGE
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