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ST9801-SY 99011969.41 psi Coppell Road 10", PK-HR Demand 10 In I gin I 7(].68 psi · 1O In 7~78 psi 7(~68 psi 70~9 psi 6~.42 psi 481n "~.~ psi ' 8 in 8 ' IQ ~ - 8 ~'~ , , , I · 7Q.77 psi 7].6~ psi * 8 ~ , 7Q.73 pl 8 ~ , 8 ~ · ~Q:~7 psi 7~79 psi/6~ p~' 8 k ~9~psi · tO~ : e8~ I 8~ ~ , ,-, ,,, ",t,:,.; ,. ' 8~ .8~ 8in TO ~ - , 8 a 8 ~ 73.B~ p 8~ 8~ 70.70 ps~0.97 ~it 7~34 ~1 7~.15 psi 7~i psi® l~4 pl m , m m , m m , 8 ~ 8 in 8 ~ 8 ~ 8 in ' .46 psi 8 in TO In 2.75 p~ ~6B.a6 psi 8in g~ 6~4D psi 6T. 8 ~ ~ ~ 64~4 psi 8 ~e 8 ~ ~O p~ 6L44 p~ 10 in '1 69.00 psi 71.09 psi Coppell Road 12", PK-HR Demand I 8in I ' 12in 71.09 psi ' ~F~.l~psi 71.99 psi 12 ~ 71.07 rsi71.3~l psid 71.68 psi s 8~n Bin e 8in ' 1E k~ u rl 3 psi In69.24 psi 8 he 8 I 9.88 psi · in 056 ~c) * 8 Ifq in in 'Bin 5~88 si 61.0 p 68.07 8in Bin 8in ~33 psi 61.03 Fi 8 in 8 In 71.11 psi 71.07 psi ~76 psi 8 " 8in 8~ · 8in 71~39 psi 8 h "8h ,_.. ',: =: _,..,,., 77 F 9 psi , 8h e 9 -8h , 8in 8~ 8 ~ ' 74.19 ~8~ 72.48 ps 7~33 ~ * 8in * 8~ ~p~ 8 I 57.88 psi ? 10"PKHR versus 12"-PKHR 0.40 pSi 0.41 psi 0.41 12~i l:38 p ' 0.40 psi 0.30 ps~ 0.37 p 0.34 psi 0.45e-3 psi -0.02 p~i .o ~111 i,LI 0.45e-3 psi , i 45 3 IP~fl .3i6e,2 _----0.3e-2 psi pSi -- .ol psi c:%shimekjacobs\prop97-2,wcd 01/14/99 10:44:31 AM © Haestad Methods, Inc, ,0.80 6 psi .06~i si City of Coppell 37 Brookside Road pSi 0psi 00 ps~ 006' 'tI06 Pro .GG p -i ' ' ' O.O5 ~i · tO. ps ' ' ~ ,~~is; p~t 0. s .06. PC ps~~ll .05 p~i ~ Cybemet v3.1 [071] Wate~uW, CT 06708 USA (203) 75~1666 Page 1 of 1 74.3~, psi In in 75.6~5 psi Coppell Road 10", Max. Demand 18in I IO In 75.69 ~ BIn 7~.6~ psi 7"j~ psi 71.34 psi 8 in eBin 8in ~ ;"~ ' ~e p,, "" -,... ,,...., ..-. ,. . '~ 76.53 psi 8 ~ e 8 in ~ t '% ": '~" ~'L ""' ""'"-" in ~ 8 h 8 ~ ' 8 ~ 8 ~ 79.t8 ps 8 ~ ' 78.7 7,527,3s75.,70 psi 76.12 psi 76.99 ps 77.86 psi 1889 psi 8 i~ 8 in 8 in 8 in 8 In .~.9 psi · |O in w in 2 psi ~ rio~ w .Bin kq71.47 psi 8 h 2.33 psi in 59.~3 p-~ 61.93 ps - . ' 8~ ' 8~ 8~ t 8 In ~'~ P~ 8 i~ 0.39 psi 65.62 pl PslRI k~ . 8bq ~ 61a6 psi . R k~ · I0 in 74.41 psi 75.71 psi Coppell Road 12", Max. Demand I 8In I · 12in 7~.71 psi · ~.2q psi 76.58 psi · 12 in 7T73 psi · 16 in 12 In 75.74 psi 75.7~. psi 71.39 psi s e t. 8in 8in 8~ 'Bin Bin 8 ~ 75.71 psi e 8 ~ Z 8 ~ _ 7~72 psi · ~ ~ 75.32 r)17~,74 Psil 76.17 psi 77.03 ps~ 77.~ psi. 18183 psi e I 84in s 7 ~ '633 psi 7.46 psi 63.69 psi 67.lbGl~'sTi6 psi 76.11 psi lO~ e ,Bin in 7L48 psi 2.34 psi /859.:~3 ;,~, 61.93 ps In 6i.92 ~;iln 6.09 ps 1.51 psl,, k, 1.56 psi 8in Bin 6,.~9 psi 64~J lai ' 8 in 8~ f 68.70 psi 8 In" ' 70.39 psi 65.63 psi 8 IL FI 10"-MAX versus 12"-MAX 0.06 psi 0.2t e-3 psi .o. 12e-3 p~i .0. ~2e-3 ijbl O, 21 e -3 psi /7~'21e'3 P~allk~il~O, O0 pSi 3 psi -3 psi c:~shimek,jacobs~omp97-2.wcd 01/14/99 10:42:59 AM © Haestad Melhods, Inc. 0.06 psi 0. 041~10..04 !j . o. e4 °i~ 04 i~t04 ~ 0.04 03 I 0.04 psi , ~ 0.;t ps|jo. o1%es 0.,~} ,'~piipsi ""'o~)tl~j01 psi 44e-2 psi · .01 psi psi , - · - ' 1 1~-2 idJiQlD 01 ~jOj~,psl City of Coppell 37 Brookside Road ' iI~4e-2 p;i 0.24e-2 psi .~6u-2 p O. 2se-2/~t~29e,ii.~ia,2ps~l ~8e 3 psi -2 psi . e- 8.~e-~psa ' . f~~-2 psi .~e-2 psi 2 o ~e . ~ p t r ~e-2 psi] 0.~e-2 p~; ~ ~ . o.~e-2 p~i .o.~,-2 psi - Pr~jec Cybemet v3.1 [071] Wa~u~, CT 06708 USA (203) 75~16~ Page 1 of 1 I0 bn 76.7~ p~ 76~ psi Coppell Rood 10", Avg. Demond I 81~ I 7~16 psi r Bin 78.05 psi 78~6 psi 73.77 psi 8 in tBin iBin , · ~ 78.10 psi ~ 6 k * 6 ~ ~ 6 ~ 6 e 8 in 70.47 p~ 2.t9 67.43 p~ r- -"r, IO la 76.D0 prd 77~0 psi Coppell Rood 12", Avg. Demond I 8In I = !~in 77.80 psi 77.83 psi s8k~ s8in 1~.1~ psi le in 'w8|A 78.67 psi 77~2 psi 8 in 77.95 psi 73..5~ psi 8 in 8in 8in 77.88 psi "Bin w 8in 8in · 12 in .. '; :;.';;,- .,.,.,, 7 = s 16 In -:. - ,12~"Bh , 8in 8~ $ 8 ~ ~p . 8 in 8 ~ , 66.77 p~ 6~.47 ~ ~ ~,47 p~ I Bin 8 ~ 2,19 psi~ , ~7,42 p~ . Coppelll 0" versus Coppelll 2" .0.08 psi ,~~p~.0.2~ psi e-3 psi 0.01 p,~i 0,02 e-3 psi -3 ~; i ~Gos~5e,3 psi c:Lshimek,jacobs~pmp97-2.wcd 01/14/99 10:40:30 AM © Haestad Methods, Inc. -0.25 psi -0.25 psi - j~.24 psi .0.22 .0.25 psi ;-0.22 ' -0.25pa~ -0.24 i ~ipsl - ~ , -0 .14 psi -0, jl23,4),.;22. ~ i . 1 psi 12 si :0.17 psi , ,~)~Psi-..0.07 psi .:).02 0 02 psi ~i *.2 "~:e4'-~!04 psi .45e-2 psi · 03 psi I psi . ^~ //~ ~ -0.01 psi · i psi -0.01 psi '-0.01 psi City of Coppell 37 Brookside Road Waterbury, CT 06708 USA -0.03 ps · 0.01 psi , /(Yl-0.01 psi~ .0G psi ' p/~/.01 ~ipsi psi .0.01 psi ~ / ~ Project Engineer: Kent Collins Cybemet v3.1 [071] (203) 755-1666 Page 1 of I