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WA0302-SY031107a w E w: I provem is System m e /U • �� ,5 Detorest Lift Station �tib 8 8 8 u s 15 Ii ,!` Upgrade from 6.4 MGD to 14.1 MGD • �a m ►� a. m ^y e H with Im act Fees a cY, a �� til �•��Br .. a 11 � N - o 12 •I/ �° e ° �• a e ^� 7g a .. w / m �' 10 10 15 18 ' 18 • 8 '.. r _ ... _ ° qlot e Y m m ,m 6 8 ,� 15 72 12 01 8 $I to m B 8 8 _ 8 8 ® � m e. m e 75 75 2 10 10 d 8 10 10 12 10 15 iS O � 1° e m I 8 0 •' \b - 6 m 8 :. B H - 8 "e Cq e e 8 9 m 15 75 15 w ° rb. 10 c m a s 1 �.. - ` 8 '..`I m ' 7° o \-^ 9 8 NO 7p m e 6 - nyQt ro m g" I g e w 8 7 �} �•' m w I 7p & m r - g g 18 m � N �Y 8 g 8 w 9 10 m 2 m m m a 21 r m Za p O �w m w 2 m m B B B u .BOB w 1 8 > ° B 8 g )F:, ° a 21 21 m m g a w m w o e m 8.. m 8 8 6 m e m m 8 9 8 b a 8 6 g w o I 8 8 m ° 70 m m 7° 8 N 10 1p j� /3 8 8 8 H // p 0 10 e �I , N � 111 Jj _ � 27 N 10 1 O g m 8 8 c n m e 8 8 12 H e e e O "/' e a 17 1 1) Sandy Lake Lift Station Upgrade from 3.8 MGD to 4.2 MGD H .'3a a a t .: w m m m m m `O �O 8 O m s m oo m m m� m r m 8 88 e B e w 8 P .✓.'a t 8 8 8 8 H g 8 6 10 10 10 8 8 8 8 B 6 8 8 8 8 H 8 - g g 10 10 12 m 10 10. 10 8 8 8 8 H H 6 15 °� e e m m m m m H e N I ! ^ ^O 9• ro b 8 8 8 8 8 8 m e 8 10 m ,:, m 8 10� a a w i m 8 6 a IQ- '- -.0� \b ' W \� jt `--, /L B ° 8 8 12 10 o m m 8 10 8 N I � a 8 m w e ° 1 10 w 10 10 •o - 1 s °° 8 e ma N 0 a B 8 is H m e 8 I l# 8 B 8 g 8 8 a 8 8 YJ ® N B i' m ro s 8 m a 30 > A 0 7 I O B > t0 ' c 10 N.`_/ w e em6 a Cl) 1 a6 s �` H B 70 a e m ° 8 7 a �O ON 8 8 8 ` �t ° 30 7O 8 m4 e 30 a B a e 8 8 810 ° 11 1N Mi 12 12 N e e' /•, i m I 3U ®® ®I <1 10 ° o 4 6 m8 m �7 0 d� m 'O g 2 , 2 10 15 JU 6 m 12 2 12 8 3 0 m m N� ® 8 O a m 8 8 I ® ® 1® 0 3®0 12 10 10 12 a a 12 H 30 12 12 33 8 8 8 2 12 3 �I I , 33 0I 1� m W'' 33 33 q 33 rf e e ° PI IV YY Meter Station # 12 12 8 11, V 4;� 8 8: r H � A 1 m 8 e 1 N si 10 m �, 10 10 N fl s w e N u I �I 8 10 10 10 10 10 10 10 ®p a g o B <, x �i N g O O S 12 12 12 Id 2p I r 12 12 y N •` Moo a I Freese and Nichols U 0 0 - N C e LEGEND N Sewer Lines Lift Stal ions I Force Mains El Meter Cations Developer Sewer Lines . i Coppel City Limits Existing Sewer Lines, Lift Station, Sewer Basins and Force Mains with Excess i Capacity Available for Future Growth Basin N i - Proposed Sewer Improvements Basin B' (2005 -2015) ° O Project # for Existing Sewer Lines, Basin C' Force Mains, and Lift Stations with Excess Capacity Available for Basin D' 0 1,000 2,000 Future Growth Project # for Proposed Sewer Basin E' SCALE IN FEET Improvements (2005 -2015) Basin F' E ai IL a E �I �I i7 0 a U City Limits Figure 3.3 r; +X, „f Copped System ivements ipact FeE 0 FM Freese ana Nichols G c3 ed. J 0 1,000 2,000 SCALE IN FEET I MG G.S. Tank B p 0 m' 0.. fl � {v n �(z LEGEND xisting Water Lines, Storage, Tanks, id Pump Stations with Excess apacity Available for Future Growth roposed Water !005 -2015) roject # for Existing Water forage Tanks, and Pump ith Excess Capacity Avail-C uture Growth roject # for Proposed Water iprovements !005 -2015) eveloper Water Lines xisting Water Lines levated Storage Tanks Ground Storage Tanks Pump Stations Coppell City Limits for 2 9�. ® 40 Improvements e N t e b o ® o � /- � /j �n I � �,av � *tea.•. � �'��y�n `'°� ��, ° ._ ._�.�._'■� ies'i . � m � H ' ■ 2 12 m mm m 0B s a a ro 08 m s m e m age L_ � act Fees 2 7 with /i '/ 4 � 9 © -■ 12 a•. m ,9 H ' 0 6 0 0' m `� B 8 B it 8 p /rri � m oi. a m 9 B.: 12 12 12 12 12 m 8 J:1 12 2 -.. 12 0 & 8 8 8 8 8 8 m m B m 10 12 1 B m 12 2 12 m m ° n' �N 8 8 8 m40dy, 4`mJe ;� r/p � � 8 m88 8 b 8 8 8 m 8fle d \ \ \1 'v 8 B m 8 m 8 r j 12 12 `8 8 7 8 p ^ 8 8 8 8 e m s 8 p' 0 16 16 m 16 m m 7 �� 2 d O 11 8 e me ��a� � e e ` ` ✓ ✓g O c s 8 8 8 8 8 8 8 16 16 m d 10 Village Parkway Pump Station 16 16 16 16it 1 e 8 8 It Pump #1 7000 GPM m 88 0 0 9 m. 60 B 6 8. a '8 8 6 m m .+ le ' e 8 g m °' 8 ! B8 g g e N m a s Pump #2 7000 GPM rG 0 8 8 8 m m m m w m m a a a ro m H g e e e 6 m 8g m m m g g m 1m 6 1 6 o B g e a s g, e' ■ / O Pump #3 7000 GPM a Pump #4 9000 GPM g Pump #5 3750 GPM g e g s, Pump #6 3750 GPM 8 9 6 m 12 12 12 1224 ..12 24 10 - 10 24 10 0 m 8 e 8 8 8 8 8 8 12 B 8 m g 8 8 8 8 8. e 0 8 mom m Village Parkway 6.0 MG G.S. Tank #1 m 8 m m 8 8 m m 'y e m e e m m m e s a s s a g m e e 8 8 a g- e° e e a m m m m m a Village Parkway 4.0 MG G.S. Tank #2� �1 8 8 8 8 ■ N 0 m ro m e m m m 8 8 � v m m m m m O m m ,' t 1 m • -am m m:. 8. 8 8 m m 8 8 6 m 24 m m m .N- 8 m 8 m m m m m m llo�r r m m 00 m m ig m 'a a B. m B m N a m m 8 m m m m a e m a m m m m 30 30 30 � 30 Is 30 C 16 J N 8 8 B e 24 30 m It :a 8 8 8 8 g g ® m m 9 i■ It I . 1Z m m 12 8 m e e m m m . m m O m m m O m 10 N my 4\ ` 8 8 8 8 8 1 0 10 10 10 10 8 8 12 8 8 8 12 12 1 8 8 Wagon Wheel 2.0 MG E.S. Tank g g B 8 8 8 8 8 g g / tl I I 69 Overflow Elev. - 672a .5' m m m N ,N m 8 m m m m o ` ge m m B e m m m ^ ry N m 6 m 1 2 9 12 8 8 8 8 8 8 9 8 8 8 8 e m 8 8 8 8 8 6 g g 8 8 8 8 8 B e e a + ■ ° Star Leaf ump Station m g g m e e ss e N e 8 g N a 8 Pump #1 5500 GPM II12 1I, I N 12 12 ',P 8 8 � N 0 0 6 m e 8 a 6 8. � m a 12 12 � 16 m 10 0 N a m g B m m ` Pump #2 5500 GPM e 1s 10 o s, e a Pump #3 3500 GPM 8 0 m II ,1I II I I I 1 I I N � •' 8 . O 12 8 8 m 1d 8 e e B g 0 N 12 6 0 m 0 8 m m a B 0 e e a m m 'e g 8 g e a 0 g �O 8 e m m m m 8 O B m 8 B m m N^ 0 , e 8 8 m 8 g N m m g m m e g g ®f ■ ' : .. Pump 4 5500 GPM g Pump #5 5500 GPM 12 8 8 8 Pump #■ 3500 GPM 8 fl g g g g 8 10 8 8 8 8 8 8 8 Star Leaf 4.0 MG G.S. Tank 12 12 12 12 8 8 8 8 8 8 8 m 8 8 10 8 8 a m a.8 0 12 12 8 8 g 8 8 8 8 8 8 8 m g m m � m � 8 m m ■ II 8 8 8 8 8 m m 8 m 6 B m m m m N m e e g 9 8.. -.. N vge m m m m 0 0 a e e. a e a m g m e m '? a ■ IIm e e 0 a a N m m ■ 8 m - R 8 9 6 8 0 v e g m e H m 8 g 9 N & e m ■ O >• 8 0. N 6 m m m m II m m 8 ■ 0 m m 18 0 N e 8 m B 8 g g m � 8'. ! e 8 m m 8 m� :__ -_^ me 8 8 8 ^,y •c,` II m m g g 0 n N a _ m •. �.St. =q a g g ryP -16 16 16 16 16 16 16 16 •`� m e m m 9. 12 12 12 12 16 16 m m •• e a m m 12 16 16 16 16 i6 16 16 m 8 8 a 8% 8 m a. - g.. ro m m ... a.. 00 a a 2A.i ■•� N <0 0 m a 8 0 m 'A . so ' e • �°' m m � m �� 24 12 12 12 12 12 12 8 1 12 12 12 2 12 12 \x IICD 6 % 8 8 8 _ it m 5 b s�� m m I m IIm8 g g m 8 8 -8 8 9 m8 m 8m m 8 8 m m N� 6J/ ' \`• }fib t�8 ■ i, 9 m co m m t 20 m ♦`. ° Southwestern 1.5 MG E.S. Tank m II 16 Overflow Elev. - 672.5 1 II688 7 6 !n 72 m -II 12 12 12 12 m 12 12 72 12 -m 12 - m 12 12 m - 12 m N l 12 '" m Ns. ....... ®i ®® ® N N my N A. 0 \ N N� O 12 m 12 12 12 12 12 12 12 12 12 I, � m I ♦ O N 0 N m N 1. ♦ . ig 9 N ♦® g m Lo—r 10 10 N A. >s B m 0 12 12 m Ii • 1 • 0 `A e N■ ■ \ 12 c� N Figure 3.3 City of Coppell Water System a E u E g I Freese and Nichols 5f •, %%b 1 , 0 V �II . J City Limits LEGEND Existing Water Lines, Storage Tanks, __. .. . __ and Pump Stations with Excess _ .. 9 8 a Proposed Water Improvements •, ro B m g gtl Project # for Existing Water Lines, Storage Tanks, and Pump Stations with Excess Capacity Available for am ® Project # for Proposed Water �ti a g m N ♦ ------- m 9 Developer Water Lines g8 Existing Water Lines -__ 9 Elevated Storage Tanks a e Ground Storage Tanks B 0 0 I ®tl ® ®� . ,? ,� m m 2 9�. ® 40 Improvements e N t e b o ® o � /- � /j �n I � �,av � *tea.•. � �'��y�n `'°� ��, ° ._ ._�.�._'■� ies'i . � m � H ' ■ 2 12 m mm m 0B s a a ro 08 m s m e m age L_ � act Fees 2 7 with /i '/ 4 � 9 © -■ 12 a•. m ,9 H ' 0 6 0 0' m `� B 8 B it 8 p /rri � m oi. a m 9 B.: 12 12 12 12 12 m 8 J:1 12 2 -.. 12 0 & 8 8 8 8 8 8 m m B m 10 12 1 B m 12 2 12 m m ° n' �N 8 8 8 m40dy, 4`mJe ;� r/p � � 8 m88 8 b 8 8 8 m 8fle d \ \ \1 'v 8 B m 8 m 8 r j 12 12 `8 8 7 8 p ^ 8 8 8 8 e m s 8 p' 0 16 16 m 16 m m 7 �� 2 d O 11 8 e me ��a� � e e ` ` ✓ ✓g O c s 8 8 8 8 8 8 8 16 16 m d 10 Village Parkway Pump Station 16 16 16 16it 1 e 8 8 It Pump #1 7000 GPM m 88 0 0 9 m. 60 B 6 8. a '8 8 6 m m .+ le ' e 8 g m °' 8 ! B8 g g e N m a s Pump #2 7000 GPM rG 0 8 8 8 m m m m w m m a a a ro m H g e e e 6 m 8g m m m g g m 1m 6 1 6 o B g e a s g, e' ■ / O Pump #3 7000 GPM a Pump #4 9000 GPM g Pump #5 3750 GPM g e g s, Pump #6 3750 GPM 8 9 6 m 12 12 12 1224 ..12 24 10 - 10 24 10 0 m 8 e 8 8 8 8 8 8 12 B 8 m g 8 8 8 8 8. e 0 8 mom m Village Parkway 6.0 MG G.S. Tank #1 m 8 m m 8 8 m m 'y e m e e m m m e s a s s a g m e e 8 8 a g- e° e e a m m m m m a Village Parkway 4.0 MG G.S. Tank #2� �1 8 8 8 8 ■ N 0 m ro m e m m m 8 8 � v m m m m m O m m ,' t 1 m • -am m m:. 8. 8 8 m m 8 8 6 m 24 m m m .N- 8 m 8 m m m m m m llo�r r m m 00 m m ig m 'a a B. m B m N a m m 8 m m m m a e m a m m m m 30 30 30 � 30 Is 30 C 16 J N 8 8 B e 24 30 m It :a 8 8 8 8 g g ® m m 9 i■ It I . 1Z m m 12 8 m e e m m m . m m O m m m O m 10 N my 4\ ` 8 8 8 8 8 1 0 10 10 10 10 8 8 12 8 8 8 12 12 1 8 8 Wagon Wheel 2.0 MG E.S. Tank g g B 8 8 8 8 8 g g / tl I I 69 Overflow Elev. - 672a .5' m m m N ,N m 8 m m m m o ` ge m m B e m m m ^ ry N m 6 m 1 2 9 12 8 8 8 8 8 8 9 8 8 8 8 e m 8 8 8 8 8 6 g g 8 8 8 8 8 B e e a + ■ ° Star Leaf ump Station m g g m e e ss e N e 8 g N a 8 Pump #1 5500 GPM II12 1I, I N 12 12 ',P 8 8 � N 0 0 6 m e 8 a 6 8. � m a 12 12 � 16 m 10 0 N a m g B m m ` Pump #2 5500 GPM e 1s 10 o s, e a Pump #3 3500 GPM 8 0 m II ,1I II I I I 1 I I N � •' 8 . O 12 8 8 m 1d 8 e e B g 0 N 12 6 0 m 0 8 m m a B 0 e e a m m 'e g 8 g e a 0 g �O 8 e m m m m 8 O B m 8 B m m N^ 0 , e 8 8 m 8 g N m m g m m e g g ®f ■ ' : .. Pump 4 5500 GPM g Pump #5 5500 GPM 12 8 8 8 Pump #■ 3500 GPM 8 fl g g g g 8 10 8 8 8 8 8 8 8 Star Leaf 4.0 MG G.S. Tank 12 12 12 12 8 8 8 8 8 8 8 m 8 8 10 8 8 a m a.8 0 12 12 8 8 g 8 8 8 8 8 8 8 m g m m � m � 8 m m ■ II 8 8 8 8 8 m m 8 m 6 B m m m m N m e e g 9 8.. -.. N vge m m m m 0 0 a e e. a e a m g m e m '? a ■ IIm e e 0 a a N m m ■ 8 m - R 8 9 6 8 0 v e g m e H m 8 g 9 N & e m ■ O >• 8 0. N 6 m m m m II m m 8 ■ 0 m m 18 0 N e 8 m B 8 g g m � 8'. ! e 8 m m 8 m� :__ -_^ me 8 8 8 ^,y •c,` II m m g g 0 n N a _ m •. �.St. =q a g g ryP -16 16 16 16 16 16 16 16 •`� m e m m 9. 12 12 12 12 16 16 m m •• e a m m 12 16 16 16 16 i6 16 16 m 8 8 a 8% 8 m a. - g.. ro m m ... a.. 00 a a 2A.i ■•� N <0 0 m a 8 0 m 'A . so ' e • �°' m m � m �� 24 12 12 12 12 12 12 8 1 12 12 12 2 12 12 \x IICD 6 % 8 8 8 _ it m 5 b s�� m m I m IIm8 g g m 8 8 -8 8 9 m8 m 8m m 8 8 m m N� 6J/ ' \`• }fib t�8 ■ i, 9 m co m m t 20 m ♦`. ° Southwestern 1.5 MG E.S. Tank m II 16 Overflow Elev. - 672.5 1 II688 7 6 !n 72 m -II 12 12 12 12 m 12 12 72 12 -m 12 - m 12 12 m - 12 m N l 12 '" m Ns. ....... ®i ®® ® N N my N A. 0 \ N N� O 12 m 12 12 12 12 12 12 12 12 12 I, � m I ♦ O N 0 N m N 1. ♦ . ig 9 N ♦® g m Lo—r 10 10 N A. >s B m 0 12 12 m Ii • 1 • 0 `A e N■ ■ \ 12 c� N Figure 3.3 City of Coppell Water System a E u E g I Freese and Nichols 5f •, %%b 1 , 0 V �II . J LEGEND Existing Water Lines, Storage Tanks, and Pump Stations with Excess Capacity Available for Future Growth Proposed Water Improvements (2005 -2015) O Project # for Existing Water Lines, Storage Tanks, and Pump Stations with Excess Capacity Available for Future Growth ® Project # for Proposed Water Improvements N (2005 -2015) Developer Water Lines Existing Water Lines Elevated Storage Tanks e Ground Storage Tanks 0 1,000 2,000 Q Pump Stations SCALE IN FEET ®tl ® ®� Coppell City Limits �m m fl u ^5 a atorest Lift Station r. S3 a ® a a a o a m. .. m s°� a 1e. B Upgrade from 6.4 MGD to 14.1 MGD N d B g g ... � m • � � e ♦ !7 12 pl 12 cam m N g 7? m m 10 10 15 15 10 36 w �. �mv mm ..vm�. -xmae sssa =e ®q�' > 12 • a e, 18 >e B m W O 15 Is 15 12 10 10 7I ✓�/ U22-`` a B 1 KCM J N B 16 15 1$ oa ° o � I: �. a ' 0 n • 9'' m m m m m 0 m Q 1p aB �Y 3 8 8 8 B m @ B m B .. „ 8:.• >.. 1 m • t3 mm m 6 I a 6 m 9 Ip_\ 1p m& m a _ e _ -.. -m - - g m es o m m Ip ' \ • g e i'. e ^ g m m e 2& m 10 � I Y m m g m 21 8 s g ' m e m g m w m g m m m @' B w - ---.. ':m a a m • m B m l I1 . . B 8 m m a m m ° � m`g V •� > C� A� a 's ) m 12 7,\ 21 21 B a m 10 m a �4m m B@ g ew e N g 10 am a p1 Ba m 0 g gp w � g B m a om a B I w o 27 m d" � 27 N96 ro 5 70 -o Q Sandv Lake Lift Station B b m @ m m e° Upgrade from 3.8 MGD to 4.2 MGD y 8 8 B O 8 g a e' B 8 8 8m w I O �l 10�s ^, • 11 a v V � - 8 8• IjI m �. B. m m m �m � m� - ' u a 9 g m e d y v�4 ®... 0 10 10 10 10 12 k� m m y, 8 Bm m w. m m a.... m � �� w � m m. m m r➢ e a a I /!��I`i� o >I �.... � �.. I. m :m III 10 10 10 10 .10 mg 078:. ,.B 8 �O 8 ° • 0. 8 ,g gg m m a �� >l �ds..: �r m�yg -vu^a1 ✓rl �9 m m :m w m B B N !I If 15 '°d m g ` B a a a m w g b m 8 B B G m m m ® �fly B e' a m e B B B 10 m m m .°- ■ O a m B tl... w 15 15 w m� B m, m w g g 10 B B 10 - o > A a e m m B B w ° F] e a 1 10 10 10 10 �� q B ° g B a e °' • g 0 88 8 B 8 B n. ®Y - a m� ` @ • @ @ s m a m c \� a 8 8 B a 8 8 a B s e � g B a °'� � ®30 > w B IBS Pte' b m m B g a B m 0 ®72 If s a N s o m a 7p g B 1?0 a m o N 6 B ro ° m m N 30 6 y 0 q o 12- 3 12 a g U 8 @ B a 8 10 M ® ®tzZ h v If 9e."m )p 12 '"". 12 ta. m N� � gn m w A® 10 15 1z 2 1z � 1z 24 30 30 8 a � m e g 9 ® I 30 12 ao 10 0� a 30 m a 30 12 12 e h 33 ®I V� a 8 a ro. a `° m _ .,,.o l � s � �® 12 12 72 33 33 : In 33 . 33 3 33 If gp •® ® a9 m B p m• Meter Station 12 OJ 12 12 � g 8 8 8 �� .� • if wry , 71 e 0 10 e g 71 N 10 p p - 8 10 10 10 10 10 10 mm.raw wa.�se�m ®ra— ':= �xaaa�m ®w V 0 p aQ ♦ 12 12 ' ♦ ?Q 12 12 e a p ® , 1/ 12 12 e m 12 � as vi"� �. . �a If e �y B ° f ♦ g rt : n n LEGEND ® Sewer Lines 0 ® _ _ _ Force Mains P 14 Developer Sewer Lines ® 1 ♦�♦ Existing Sewer Lines, Lift Station, Sewer B. ° N — — — — and Force Mains with Excess Capacity Available for Future Growth • ®� Proposed Sewer Improvements (2005 -2015) Project # for Existing Sewer Lines, Force Mains, and Lift Stations ® ®m with 'Excess Capacity Available for 0 1,000 2,000 Future Growth 0 U Project # for Proposed Sewer SCALE IN FEET Im rovements p g (2005- 2015) a' ICA a � : tl c; ty mils �.. . .. . ♦:' 8.. 8 a `O d e m m 08 a e 8 Bm�m. m j3 m m Ab Figure 3.3 i City Coppell of Water System le a 'y 42 12 mm ♦ 8 $ N (6�77 Improvements i6m =� �ti m a B $ H $ m $ $ $ i F ees wth Im act m m♦ N m 0 @z'o' I I I 0 ry e �Q =-� B 12 a B: a m m of m 6 e a1? 12 H:H ' m ,■. 72 12 12 12 12 e e H. H • d m a 9 . 8. B 4 H m m 12 1 6 e. H e 8 8 8 m @ 8 8 12 m 12 12... _ m 10 B a B. H ✓ a o 8 8. 8 8. % a w Y e 8 8 a 8 a e 8 m s 8 8� 8 B B B e. e. 12 12 m 6 m 8 n g ti i6 8 " 16 m i6 m 56 m m m e H o a m H ae y m m B 8 .8 8 8 8 8 m m m ♦ a �s a m m s a N e m � 8 a 8 8 8 8 B ,o e 16 16 N m = a e m m 16 ` m m e m m 16 m m m ry 8 a �� ,. � 8 8 9: 8m Bm88 8 8 ♦..8 8 m- m ".I 8 a- ♦ o.H :H ae � ,��•-- .-. --1', bm ♦� _. m 16 16 villa ge Parkway Pumo Station PUMP #1 7000 GPM 19 m m m 9•. m m .m . 8 8 8 m 8. 8 8 8 m 8 m N 6 t6 I. 8 H a pp PUMP #2 7000 GPM l 61 16 O s 8 Fj e 16 Pump #3 7000 GPM Hg e m 8 8 B 8 B m m m s 8 m 8 B m m 8 8 m m a e e H 9 a B B 8 '.e PUMP #4 9000 GPM h� e H H m o m ♦ 9 ® _6 Pump #5 3750 GPM 2 12 ,z 24 1z 24 10 10 24 10 e 868 6 a 8 8 Pump #6 3750 GPM a s a MG G S T ank #1 8 8 8 8 8 8,8 ay village Parkway 4.-0 MG G S Tank #2 m m N .. N 8 '° B m 0 m m m m m N 24 ^ m 8 m .N- G m ` e. a m a s a H 04 m �4 8 m 8 m �A m 8 m m m m � a a 8 N : A m 0 8 W ® m 8 a 8 O 24 8 am o 8 m m w mm3' w ' 0 4 16 3® s 16 6 1 16 16 16 16 16 e _. B o o m m 30 m 18 B a B m a a 1683:. '0 6 16 t 6 8 d @ ® m A M _i H 8 8 8 8 12 12 12 12 8 m 16 �6 AO t Wagon Wheel 2.0 MG E.S. Tank a e e a e 70 10 10 10 10 Overflow Elev. - 672.5' 8888 8 n 8 B _IV H � - — 7G =�z y i 4 @@e% 8 o e 8 8 a 12 12 92 Y 13 8 e ® ®® O 8 8 N B N Al 12 ° m 8 8 B m e m 8 B B m '° e P m 9 0 8 8 8 8 8 A 8 a Star Leaf Pumu Station li •- 1z Pump #1 5500 GPM B 8 q2 m m 10 6 m B e m N H Pump #2 5500 GPM ♦ 6 m m 8 8 m 12 m B e H ro e m e 8 N m a 8 B m ry 8 8 8 m m 8 88 B A m 12 m a m 10 10 1. 8 8 Pump py m 3500 GPM ry m a m 1 \' Pump #4 5500 GPM w ♦ e 2 1z ,2 e e a' H m N 1` Pump #5 5500 GPM EI B m 0 9 N m 8 B H, B S m 8 8 d > e 8 a s $ 2 B H Pump #5 3500 GPM 12 12 12 12 _.. __.. N 12 _ @._ a N 8 8 B ... '` a 8 H m 8 e 8 8 I N 1 1 I' ' 8 0 m m 8 a s e.... a 8 a H 8 8 m m e m m a 0 0' e 8 8 m 8 8 8 8 8 m 8 8 8,8 8 B 8 Star Leaf 4.0 MG G.S. Tank 8 B e 8 , B ,` 7 � m m a m m -- e H A a He a $ 0 88 e • m m m � B o � m m e- e... B 8 m ♦ 12 °' m N B m !Ij ? e� 8 �q 8 8 @ e B B 0 ' m 8 8 0 e �. e m e m_ ■ 8 jfl N ' S B m 16 16 16 16 16 16 i6 16 16 N m B m 10 16 i6 16 ^ 16 16 16 8 m m m m d NO IN m m it m m vi d ^ m B 8' , ^8 m ®Bd i II m ,m 20 IN IN _ 14 16 p . 16 16 16 1618 16 16 16 gryn 1? 12 12 12 12 m �.... ^2. 12 ♦♦ qry 4 'a "9 H ® H 12 m ♦ N ` B 8 1e seal NlChols 8 N NI, e 12 13 � e e d ♦ 8 2 "• e m m m 8 m ♦ 0 r a ^2 12 72 12 a N 12 12 12 12 12 8 $ N ♦♦ 0 1,000 2,000 FM crnl 1= 1K1 E= m Existing Water Lines, Storage Tanks, m and Pump Stations with Excess w Capacity Available for Future Growth m m 16 16 16 16 16 16 16 16 (2005 -2015) m 8 Project # for Existing Water Lines, Storage Tanks, and Pump Stations s with Excess Capacity Available for Future Growth Project # for Proposed Water Improvements a H m m m H 8 m m m� / �(1?i� Existing Water Lines m e m s ♦ 8 8B8 Elevated Storage Tanks 0 Ground Storage Tanks B °, Pump Stations qgq ° Coppell City Limits b e, ti y m m a m; e B 8 10 10 m 10 m 10 Southwestern 1.5 MG E S Tank ' Overflow Elev. - 672.5' m �I m m � n N n ti m 12 12 "12' m 12 _12 12 m _ m 12 m. 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