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FS8601-SY 860201DENTON CREEK FLOODPLAIN STUDY VOLUME II of II Prepared for the City of Lou Duggan, Mayor Frank A. Proctor, Jr., City Manager Dallas & Denton Counties, Texas by Anderson Engineers, Inc. Dallas, Texas Copyright 1986 VOLUME TV/O TABLE OF CONTENTS ~PPENDIX TAB TIME SERIES ANALYSES HEC-1 COMPUTER MODEL ................................... 2 EXISTING CONDITIONS COMPUTER MODELS .................... 3 POST-CONSTRUCTION COMPUTER MODELS ...................... ~ WATER SURFACE PROFILES ................................. 5 CHANNEL CROSS-SECTIONS ................................. 6 FLOODPLAIN MAPS ENVIRONMENTAL DATA VOLUME ONE TABLE OF CONTENTS SECTION PAGE ZNTRODUCTZON . STUDY OBJECTIVES & SCOPE .................... 1-1 1.1.1 REPORT ORGANIZATION ............... 1-3 1.2 STUDY APPROACH & METHODS .................... 1-4 1.3 STUDY AREA · ...-...-...-...,................. 1-6 1.3.1 I .3.2 1.3.3 1.3.4 REGIONAL SETTING .................. 1-6 CLIMATOLOGY ....................... 1-7 LOCAL CONCERNS .................... 1-8 PROJECTS UNDER DEVELOPMENT ........ 1-9 2.1 2.2 2.3 DENTON CREEK FLOODPLAIN ..................... 2-1 FLOODPLAIN HYDROLOGY ........................ 2-1 2,1.1 2.1.2 2.1.3 2.1.4 HISTORICAL STREAMFLOW ............. 2-1 REGIONAL REGRESSION EQUATIONS ..... 2-7 SYNTHETIC HYDROGRAPHS ............. 2-7 DESIGN DISCHARGES ................. 2-8 GROUNDWATER OCCURRENCE AND MOVEMENT ......... 2-1~ FLOODPLAIN HYDRAULICS ....................... 2-11 2.3.1 2.5.2 2.5.3 £VALUATZON TECHNIOUES ............ 2-11 EXISTING CHANNEL HYDRAULICS ...... 2-12 POST-DEVELOPMENT CHANNEL HYDRAULICS ............... 2-2~ PARKS OF COPPELL ............................ 2-24 SECTION VOLUtflE ONE TABLE OF CONTENTS (continued) PAGE 5.2 EVALUATION OF DENTON CREEK ENVIRONS ........... 3-1 INTRODUCTION ................................. $-1 DESCRIPTION OF THE EXISTING ENVIRONMENT ...... 5-2 5.2.1 5.2.2 5.2.5 5.2.4 5.2.5 5.2.6 SOILS ............................. 5-2 TERRESTRIAL ECOLOGY ............... $-5 AQUATIC ECOLOGY ................... 5-5 SCENIC, AESTHETIC & RECREATIONAL CHARACTER[STICS ................... 5-6 CULTURAL RESOURCES ................ 5-7 ENVIRONMENTALLY SENSITIVE AREAS ... 5-8 5.5 ENVIRONMENTAL EFFECTS OF PROJECT DEVELOPMENT IN FLOODPLAINS ............................... 5.5.1 5.5.2 CHANNELIZATION PROJECTS ........... LAND CREATION PROJECTS ............ 3-10 5.4 ENVIRONMENTAL EFFECTS IN DENTON CREEK PROJECT STUDY AREA ........................... 5-11 4.! STUDY FINDINGS ............................. - ~-1 GENERAL CONCLUSIONS .......................... 4-1 RECOMMENDATIONS .............................. ~.2.1 GENERAL RECOMMENDATIONS ........... ~-~ 4.2.2 STUDY AREA RECOF~£NDATIONS ........ ~-5 5.~ REFERENCES CITED ............................. 5-1 1tt VOLUME ONE TABLES TABLE 1.2-1 1.S-1 PAGE PROJECTS UNDER DEVELOPMENT ..................... 1-5 INCHES OF RAINFALL DALLAS COUNTY ............... 1-7 2.1-1 DENTON CREEK DISCHARGES ........................ 2-6 2.5-1 DENTON CREEK WATER SURFACE PROFILES ............ 2-25 q.1-1 GENERAL FINDINGS & CONCLUSIONS ............ k-2 & q-5 FIGURE 1-1 FIGURES pAO£ STUDY AREA ..................................... 1-2 2-1 2-2 2-5 2-5 2-6 2-7 2-8 2-9 2-1~ WATERSHED MAP .................................. 2-2 ANNUAL STREAMFLOW - DENTON CREEK ............... 2-5 ANNUAL STREAMFLOW - ELM FORK ................... 2-~ SEASONAL STREAMFLO~ - DENTON CREEK - 1966 ...... 2-5 DENTON CREEK - STUDY AREA ~ORKMAP .............. 2-15 DENTON CREEK - STATIONS 18~+k~ TO 268+5~ ....... 2-1k DENTON CREEK - STATIONS 28~+80 TO 5~7+7~ ....... 2-15 DENTON CREEK - STATIONS 5~5+7~ TO ~5k+70 ....... 2-16 DENTON CREEK - STATIONS 5~2+6~ TO 569+7~ ....... 2-17 DENTON CREEK - STAT[ON 5~2+6~ .................. 2-18 VOLUME TWO SYNOPSIS: The materia! of this volume consists of supplementary data to o study of Denton Creek os described in the report Denton Creek Floodplain Study, Volume Z, os prepared for the City of Coppell, Dallas and Denton Counties, Texas. The physical parameters on which the report ore based ore fully outlined in two volumes os described and referenced in the Volume I text. In oddttlon to the materials of this volume, 1:2~0 scale mylar drawings of the maps of Appendix 7 have been provided to the City of Coppell. APPENDIX 1 DENTON CREEK COPPELL, TEXAS TIME SERIES ANALYSES a. Watershed Map b. FREQFLO Model Denton Creek c. FREQFLO Model Elm Fork d. Site Historical Q's APPENDIX 1 DENTON CREEK COPPELL, TEXAS TIME SERIES ANALYSES a. Watershed Map I)~NTnN TAP RD / 0 0 0 0 0 APPENDIX 1 DENTON CREEK COPPELL, TEXAS TIME SERIES ANALYSES b. FREQFLO Model Denton Creek ~mTITLE CARD(8 )~P~ ~ ~ - ~LeOD FRF.~LID~C~Y ANALYSIS F[~e~ 1~48 TO 198~ D~NTON CREEK AT GAGING STATION AT US HIGI~dAy 121 ~$¥$T~IATI C EV~TS~m ~ ~V~NTS TO BE A~LYZKD ~E]~ OF I~UT DATAH · 2 26 1948 1~688. · 1 1~48 18688. .827~ · 5 17 1949 6888. · 2 1982 7?98. .8~41 · 5 5 1958 7118. # 5 1958 7118. " 6 14 1951 16~8. · 4 1049 6668. .1681 e 4 25 1952 156e. " 5 1~64 2848. .1551 # 4 28 1955 516. # 6 1961 2588. .1622 * 5 15 1954 166. # ? 1958 2478. .1892 " 5 18 1955 156. " 8 1957 2198. .2162 · 5 18 1956 159. · 9 1979 1918. .2452 · 5 19 195? 2196. · 18 1966 1888. · 8 1 1958 2476. · 11 1951 1888. .29?5 * 8 '~ 1959 456. · 12 1977 1758. .5245 · 16 16 1968 2568. # 15 1962 1648. .5514 · 8 1 1961 1668. · 14 1965 1488. .5?84 · 9 14 1962 1648. · 15 1965 1478. .4854 · 18 1 1962 148e. · 16 1969 1448. .4524 " 9 21 1964 2848. * 17 1968 1488. .4595 · 5 27 1965 1478. # 18 1952 1568. .4865 · 6 21 1966 1888. # 19 1971 1558. .5155 · 5 51 19~7 588. · ~11 1976 1348. .5485 * 4 19 1968 1488. " 21 1961 1668. .5676 · 5 ? 1969 1448. e 22 1974 978. .5946 · 5 8 1978 1348. · 25 1975 972. .6216 # 18 3 1978 1358. # 24 1972 615. .6486 · 12 15 1971 615. · 25 1967 568. .6757 · 8 5 1975 972. · 26 1983 478. .7627 · 16 18 1975 978. · 27 1959 458. .7297 · 1 1 1975 1918. · 28 1961 442. .7~68 · 5 8 1976 126. · 29 1953 516. .7838 · 4 6 1977 1756. · 56 1954 166. .6168 · 5 26 1978 188. · 51 1979 172. .9578 · 5 3 1979 172. · 52 1956 159. .6649 · 6 11 1988 116. · 33 1955 138. .8~19 · 5 5 1981 442. · IM 1976 126. .9189 · 11 2 1981 7?98. · 35 1986 116. .9459 # 11 14 1982 478. · 36 1976 188. .9'~e BASED ON 56 E'vTd',rTS, 16 PERC~T OI/I'LIER TEST VALU~ K(N) - 2.659 6 LOt4 OUTLIER(S) IDENTIFIED BELO~ TEST VALUE OF 55.4 -- 2 FINAl. RESULTS -FREQUEN~ · ........ FLOU,~S ........ # n...(]~ID~ LIHI~...# · ~D ~B~ILI~ ~ ~ILI~ ~ .~ LIHIT .~ LI~IT ~ · 261~8. 5~188. . .B82 " 65888. · 19188. 25298. # .~5 * 45688. · 14788. 17188. # .818 · 51788, · 11888. 12~88. · .82~ · ~s')88, 6598. # 7698. 8~88. · .1848 ~ 14988. 49)8. · 465g. 4888. " .lgg " 7978. · 2799. ~M. * .~B " 44~B. 19)B. · ~1. ~)1. * .~e * 492. 217. · 169, 178. " .9~B " 267. 1~9. " 115. 1~. " .95e " I~. 6~, " ~. 55. " .~ " ~. 19. · I~CY CURVE STATISTICS # STATISTICS BASED O~ · · STA~ DEVIATION · (IB'4BtAI. I~I) .gl~u =.1921 " U)HOUI'LIERS 8 -.2~ · SYSTEMATIC E~*'~I~ )6" PLOT ............................................................................................................................. X ~88 .................................................................................................................. x .......... X 0 X . 51~ ............................................................................................................................ X 0 O0 0 ~ .......................................................................... -(3- ............................................... 0.00 O. 1~ ....................................................... -O0----X .............................................................. .0 O0 0 -- 4 0.0 XO .999 .997 .99 .97 .9~ .71 .~1 .~1 .11 .!~ .~1 ,1~3 .lI~l EXCEEI)ANC~ PROBABILIT~f X X 0 0.0 588e ...................................................................................... X ................................... X 0 O0 0 21188 ......................................................................... ,--0- .............................................. 0.00 O. 1~ ....................................................... --O0----X .............................................................. .0 ; 5~ .................................................... -0- ...................................................................... 000. XO X O0 0 - 6 0.0 0 ~8~ ...................... -O-----X ............................................................................................... .999 .997 .99 .97 .9~ .7~ .5~ .~ .1~ .~3 .~1 .~e3 EXCEEDANCE PROBABILITY LE~ - O~OBSE~VED EVENT, N-Hl~ OIJTLIER OR HISTORIC EVENT, L-LOR OOTLI~R, Z-ZERO OR HISSING X-CO~UTED OJEVE ~ O~ RUN -- ? APPENDIX 1 DENTON CREEK COPPELL, TEXAS TIME SERIES ANALYSES c. FREQFLO Model Elm Fork FLOOD FLOH FRE(;UENCY A)4AL¥S]S # VEP, SION DATE -- I~C 12.198~ · EL~ F(~X - FLOOD FRESh. ICY A~ALT$1$ FItOH 1~48 TO 198~ **JOB IPPC ISKFX IP~T IF~'T IH'~R IUNIT I SFIRY IPN~I IREG J1 ~SYSTE~qATIC EVENTS~ EVENTS TO BE ANALY2ED ~EHD OF INPUT -- # 2 26 1948 464B. * 1 1982 2B51~. .~27~ " 6 14 1~1 4?BB. " 4 I~9 667B. .1B81 " 4 28 195~ 5}9. " 6 1957 5~B. .1622 " 5 18 1955 65. " 8 197~ 517~. ,2162 · 5 19 1957 5}6~. ~ 1~ 1~2 51~. .~ · 8 ~ 1959 1~6B, - 12 1965 4?BB. .524~ · 8 1 1961 ~6. * 14 1~8 4~. .~784 · 9 14 1~2 51BB. " 15 1966 4~B. .4B54 · lB 1 1962 ~76~. " 16 19~ 427~. .4324 " 9 21 19~ 15~B. * 17 1972 4~3e. .4595 " 5 27 1~5 47E~. ~ 16 1~8 }8~. .4865 · 6 21 1966 436B. " 19 1963 ~76B. .5135 ~ 4 19 1968 58~. ~ 21 1967 ~21~. .~76 " 5 7 1969 ~7[. ~ ~ 1971 ~SE. " 5 8 197~ 5~- * ~ 1959 1~. .6216 " 1~ 3 197~ ~. * 24 1979 ~. .~86 - 12 15 1971 4~5E. " ~ 1~3 559. .6757 · ~ 18 197~ ~TB. ~ 27 1958 ~61. .7297 " 1 1 1975 427B. " 26 1961 ~6, .~68 · ~ 8 1976 15B. " 29 1961 165. .78~8 · 4 6 19~ 714~. e 3B 1976 15B. .8188 " 5 ~ 1978 555. i 51 19M 12}. .8578 · 5 ~ 1979 ~. * ~2 ;~;~ 119. · 5 ~ 1981 lB. * ~ 1955 65. .9189 " 11 2 1981 ~EB. " ~ 198~ ~8. ~ ~OTI, IE~ TEST ~LSED ON ~6 EVENTS, lB PERC~J~rT OUTI. I~ TEST VALLIE K(Fr) · 2.659 -- 2 BASED OW ~ EVENTS, 1~ PERCF. NT OUTLIER TEST VALUE K(N) - 2.619 ! HIGH OUTLI~:R(S) IDEXTIFIr~ ABOV~ ~ VALUE OF 1~464~, ~26. ~9. ! .~ * ~2. 169. 112. 1~. * .3~ " Z11. 49. 42. ~5. * .95B n 89. 15. 5. 3. * .99e * 15. 1. I ~NC~ O~V{~ STATISTICS # STATISTICS BAS]~) 004 · ST~ R¥IITIOW · Co~Lr~ $~W · G;~R~MZEI) SKEW · 8145 · HIGH OUTLIERS -.856} " LO~ OtrlLIERS -99.BBBB . Z~ROOR fllSSING =.~B~ · SYSTFJIATICEVI~NT~ ~6 · ~ OF RUN APPENDIX 1 DENTON CREEK COPPELL, TEXAS TIME SERIES ANALYSES d. Site Historical Q's FR~ GAGING STATIO~ ESff55ff~E ADJU~'~I) TO VARYING S'I'R.~ LOCATIONS (cfs) FREQUENCY SEC 1844~ SEC 2887~ SEC ~225~ ~EC ~97~ SEC 48~ SEC ~1~ (~) (~,6 ~ Bi) (~.6 lq IS) (14.8 sq Ii) (1~.1 lq Ii) (6.~ sq Ii) (5.~2 sq m~) SOURC~ : USGS (196~) Adjusted as proposed by CreMer, Justin & Hines (1972) APPENDIX 2 DENTON CREEK COPPELL, TEXAS HEC-1 COMPUTER MODEL a. Watershed Maps b. 100-yr Discharges Model c. 2-, 5-, 10-, & 50-yr Discharges Model APPENDIX 2 DENTON CREEK COPPELL, TEXAS HEC-1 COMPUTER MODEL a. Watershed Maps ~ Z [~ T OENTDN TAP R~) LU _J ?/) ~E:NTDN TAP R11 APPENDIX 2 DENTON CREEK COPPELL, TEXAS HEC-1 COMPUTER MODEL b. lO0-yr Discharges Model 9 1E 12 13 15 16 17 18 19 2~ 21 22 23 24 25 29 I0( ~8.2C I~ flY~ROGRAPH FR~ ~t.qEA A~8.2C PB 9.58 PC .~179 .E358 .~538 .~718 .~898 .1~77 .131 .158 .185 .212 PC .2389 .2658 .293 .323 .353 .383 .413 .443 .~73 .515 PC .559 .6e5 .S~9 .695 .739 .784 .829 .874 .919 .9~ PC 1.~8 1.g54 1.114 1.174 1.233 1.293 1.353 1.413 1.495 1.592 PC 1.689 1.767 1.66 1.98 2.215 2.99~ 3.772 4.55 5.326 6.167 PC 6.885 7.137 7.257 7.376 7.496 7.616 7.7~6 7.937 7.912 7.987 PC 8.~8 6.13 8.212 8.268 9.545 6.493 8.462 6.52 6.576 8.836 PC 8.686 8.729 8.773 9.617 9.66 6,993 9.9~5 8.981 8.g17 9.953 PC 9.~89 9.124 9.161 9.193 9.23 9.26~ 9.298 9.333 9.]68 9.4 PC 9.43 9.46 9,49 9.52 9.55 9.58 8A 6.56 I.S ~ 82.2~ O0 2.~ I<X ROUTE 1 ~ ROUTE THE RESULTING HYDROG~APH THROUGH SECTI(~I 486+66 TO RIV[R STATII~N 7.8 RS 1 ELEV 4~6.8 RC .g5 .~35 .B5 1696 .1~142 I~ AB7.SL I.IV~OGRAPH FRO~ AREA AE7.SC 33 $5 $7 41 42 BA 3.75 LS g 89 UO .96 IQ( I~ CO~]l~ THE HYDROGRAPHS FRCi~ AREAS A~7.8L A~} A~8.2C HC 2 I~ ROUTE2 ID ....... 1 ....... 2 ....... 5 ....... 4 ....... 5 ....... 6 ....... ? ....... 6 ....... 9 ......lB PA6[ 2 45 46 46 49 5~ 51 52 53 5~ 55 57 56 59 61 62 63 65 67 68 G9 72 73 74 KX AJ6.SC I~ HYOROGR~PH FROH AREA A~6.5C BA 1.87 LS g 9~.37 UO .635 R~3 ROUT[ TH~ HY[~OG~APHS I~ROUGH ~'CTICN 369~-7m TO RIVER RILE 5.2 KX A~5.2C t~4 HYOROGRAPH FROP~ AREA A~5.2C BA 2.61 LS g 91.6 UO I~ CC)~IB3 CCJ~II~D HYDROGRAPH~ A~OVE COTTON HC 2 C~NBII~D H~DR{~RAP~S ~L{7~ COTTON BRANCH HC 2 75 78 77 78 79 81 82 85 6~ 65 66 LINE iQ( ROUTE4 ~4 ROUTE HY~OGRAPHS TO SECTION 2553e ~ I ELEV 457 RC .055 ,e35 .955 ~ .Ae~ ~ ~55 ~79 ~75 2175 2245 2583 3249 IQ( ROUT4A K)4 ROUTE HVT)ROGRAPHS TO SECTION 18/~/~ RTVER NILE 2.7 RS I ELEV 436 RC .955 .935 .155 6199 .991 P,X 2/195 2~79 2~75 2147 2247 2519 2419 RY 465 46~ 469 436 456 46~ 469 HEC-1 ZM~UT 2449 469 PAGE INPUI' LISE 9 97 68 69 9~ 91 iQ( A~2.7C K~4 ~/T~OGRAPH FRO~AREA A~2.7C 9A 2,B5 L~ 9 67.33 LO 1.37 92 93 IQ( COW)5 CONBINE THE HYT)ROGRAPHS AT RIVER NILE 2.79 2 95 9~ 97 98 99 199 KX ROUTE5 I~ ROUTE THE CONBI~D HVT)ROGRAPHS TO THE C~IFLUENC[ WITH ELN FORK RS I ELEV 439 RC .R59 .935 .959 14~99 .99127 191 192 193 11~ 195 K~ HYDROGP, APH FRON AREA BA 2.14 .75 196 1ET 198 K~ CO'NBIME THE HYOROGRAP~S AT RIVER NILE NC 2 ZZ SCHERATIC DIAGRAN OF STRF..~INEIT4ORK (V) R(XJTIN6 (.) C044ECTOR (--->) DIVE~SION (<---) RETURN OF DIVERTED FLOW ,~J8.2C V V 25 ROUT£1 31 A~7.BL 36 C~1 ............ V V 39 ROUTE2 ~6,5C V V 53 ROUTE3 59 A~5.2C 67 A~5.2R 72 ~ ............ V V 75 ROLITE~ V V 81 ROUT~A -- 87 ~2.7C 92 C~FIB5 ............ V V 95 RDiJTE5 COf~6 ............ (~#") RUNOFF N.SO CCPPUTED AT THIS LOCATION 1 FLO00 HYOROGRAPH PAQC~GE HEC-1 (I914 XT 512f( V[RSION) -OCT 1,1984 U.S. ARPTY CORPS OF EN6INEERS, THE HYDROLOGIC EN6IFEERIN6 CENTER, 6~9 SECGND STREET, DAVIS, CA. 95616 OENTg4 C~EEK - DISCHARGES DCTER~INATI(~N OE]~TCf4 CREEK, DALLAS COUNTY, TX 0E~TCId C~EEK - li~ YR DISCHARGES (USING N~ ULTIMATE CHNJ~L) DISC;'IA~OE (]ETEEMINATIClq USINO 1~ VR 24 HR STORfl $ IO OUTPUT COdTROL V~RIAJ~LES IPRNT 5 PRINT CCI~TROL IPLOT II PLOT CONTROL ~ II. HY~ROGRAPH PLOT SCN.E IT JP RULTI-PLAN OPTI~ NPLAN I ~R OF PLN~ JR I~JLTI-RATIO OPTION RATIC~ ~ PRECIPITATI~ .g5 1.~ pEAK FL0~J N~ STAGE (Elt<)-0F-PERI00) SLI,~ARY FOR HULTIPLE PLAN-RATIO ECON01~IC COPI=UTATIONS FLOt4S IN ~IC FElT PER SECOf~, AJtEA IN ,~klARE MILES TIF[T0 PEAK IN HOI~S 0PERATI~ STATIO~ AREA PI.N~I HVDROGRAPH AT + A~8.2C 6.56 I RATIOS APPLIED TO PRECIPITATI~ RAT%0 1 RAT%0 2 HVDROGRAPH AT __ 2 CO~IrEO AT ROUTED TO 2 C~I~ED AT ROLITED~ HYOR{~RAPH AT ,4. 2 C~P~IF(D AT 2 C~II~D AT ROUTE1 A~7.SL ROUTE2 AB6.5C COqB2 ROUTE3 AB5.2C 6.56 3.75 18.31 16.51 1.87 12,16 12.18 2.61 14.79 6.95 23.S~ I FL(34 ~46. 6~. TIF[ 14.g6 14.66 aa PE~K STAGES IN FEET 1 STA6E 457.36 457.74 TIFE 14.06 14.U I FLCU 5616. 5937. TIF~ 12.85 12.83 1 FLOId 9798. 1~13. TIFE 13.58 13.5~ pEAK STA~S IN FEET aa STA6~ 455J6 455.56 TIFE 15.5~ 13.5e I FLON 3199. 3386. TINE 12.67 12.67 I FLCN 116~. 12372. TIFIE 13.17 15.17 1 FLOd 11321. 12g~7. TIf~ lS.5~ 13.58 aa PEN( STAGES IN FEET TIFE 12.63 12.83 I FL{J4 14558. 15592. TINE 15.17 13.17 I FLON 869g. 9~24. TIE 14.BB 14.~ I FLO~ 2228~. 25656. TIFE 13.56 13.56 ROUTED TO -- <- ROUTE4 ROUTED TO + ROI~T4A 25.6~ A~2.7C C~5 ROUTE5 2 COPBINED AT 25.69 25.69 2.14 27.65 1 FLC~ 22145. 255~9. TIrE 15.67 15.67 ~ PEN< STAG~ ]'N FEET 15.67 15.67 1 FLC&4 21962. 23~14. T]I~ 13,85 13.85 1 FLOI4 2582. 2737. T[FE 13.33 13.33 I FLOI4 24247, 25772. TZPIE 13.67 13.67 I FLOI, I 23393. 24672. TZI~ 14.17 14.17 ~ P.~ STAGES [N FEET "~ I STAG~ 448.~6 448.66 T]FE 14.17 14.17 I FLOI~ 3391. 3591. TZPE~ 12.63 12.83 24424. 26~1. .*. NORf't~ E]~ DF HEC-1 ~ APPENDIX 2 DENTON CREEK COPPELL, TEXAS HEC-1 COMPUTER MODEL c. 2-, 5-, 10-, & 50-yr Discharges Model FLOO0 HYDRO~APH pACI(AGE HEC-1 (IR XT 512K VERSION) -OCT 1,1984 U.S. ARffY CORPS OF ENGINEERS, THE HYDR~.OGIC ENGINEERING CEkrT'ER, 689 SECOND STREET, DAVIS, DA. 95616 THIS NEC-1 VERSION CONTAINS ALL 0~TIONS EXCEPT EC~N0~IICS, At~) THE MJ'~)E6 OF PLAt4S NqD RATIOS ARE REDUCED TO 5 AND ~, RESPECTIVELY LINE 9 18 12 15 16 17 18 19 21 25 25 26 27 28 29 51 52 ID DENTON CREEK - DISG'~ARGES DETERflINATION ID DENTON CREEK, DALLAS COLNTY, TX ID ~ ~E~ - 2, 5, 1~, ~ 5~ ~ DI~S (~I~ ~ ~TI~ ~L) ]D DI~ ~]~T]~ ~I~ 1~ ~ 2~ HR IT 19 B~Y86 ~ ID 5 IN 15 ~ PREC .)97 .535 .~5 I0( A~8.2C I~ I.P/DRDG~APH FR(]~ AREA A~8.2C PB 9.58 PC .8179 .1~558 .1~538 .9719 .9898 .11~77 PC .2589 .~658 .295 .325 .$55 .~85 PC .559 .~5 .649 .695 .759 .784 PC 1.1~8 1.R5~ 1.114 1.174 1.255 1.295 PC 1.689 1.787 1.86 1.98 2,215 2.994 PC 6.885 7.157 7.257 7.576 7.496 7.616 PC 9.~6 8.15 8.212 8.286 8.~5 8.4~5 PC 8.686 6,729 8.773 8.617 9.96 8.9~3 PC 9,B99 9.124 9.161 9.195 9.25 9.26~ PC 9,43 g.4B 9.49 9.52 9.S5 9.58 9A 6.56 LS 18 82.2~ UO 2.~ .929 .874 .glg .964 1.353 1.413 1.495 1.592 3.772 4.55 5.328 6.1~7 7,736 7,837 7.912 7,987 8.462 8.52 6.576 8.63B 8.945 6.981 9,~17 9.859 9.298 9.333 9,368 9.4 KX ROUTE1 I~q ROUTE THE RESULTING HY~ROGRAPH THROUC~ ~CTION 488+B8 TO RIVER STATION 7.8 RS 1 ELEV 446.8 RC .~5 .~35 .~5 18~8 .~5142 P,X 1888 1958 11~8 1198 1258 1~48 14E8 1458 RY 476.8 476.8 476.8 446.8 446.8 476.8 476.8 476.8 I0( ,~7.6L I~ HVI~OGRARH FRO1 AREA .~7.9C 33 3~ 36 37 38 sg 41 42 43 BA 3.75 LS g 89 tX) .96 iQ( CCF'E 1 HC 2 KX ROUTE2 KTI ROUTE THE C{~INED HYDROGRAPHS THROLK3H S~CTION 496+SB TO RI~R MILE 6.5 RS I ELEV ~ RC .859 J35 .~59 6289 .~976 RX 1899 1859 1189 1199 1269 1358 1419 1469 RY 479.8 478 478.8 4~9 449 478 47E 478.8 HEC-1ZM:'UT PAGE 2 45 46 47 48 49 51 52 53 5A 55 56 57 58 59 61 62 63 6~ 65 66 67 6.8 6g 7B 72 73 74 IQ( AB6.5C I~ HYOROGRAPH PR~I AREA A~6.5C 8A 1.87 LS 8 9~.37 UO .635 COP~Ir~E HYDROG~APHS AT il,iV 121 HC 2 IQ( aJ5.2C I~ HVORO~RAPH FR~I~I AREA AJS.2C BA 2.61 LS 9 91.6 UO .6 IQ( t:me3 HC 2 IQ( A95.2R 8A 6,85 75 78 77 78 78 61 82 85 6~ 85 LlhE IQ( ROUTEA 104 ROUTE H'~ROGRAP~ TO ~CTION 25538 ES 1 ELEV 437 RC .~55 .635 .~55 5~66 .~161 EX 2~55 2J76 2675 2175 2245 RY A65 46~ ~6~ 437 437 2383 3218 46~ 466 3246 466 466 PAGE 3 LIM[ NO. 87 86 89 9~ 91 KX A~2.7C 101 HYDROGRAPH FROF1 AREA A~2.7C BA 2.~5 LS ~ 67.33 LO 1.37 92 93 IQ( COliB5 COV~3lt',,E ~ HVDRGGRAPHS AT RI~R lilLE 2.76 2 95 97 98 99 lU IQ( ESUTE5 i~4 ROU~E Tl~ C~INED h'YDESGRAPHS TO ~ ~L~ WI~ E~ ~ I ~ 43~ RC .gSg .E35 .65~ 1~ .~127 ~ ~5 ~7~ ~75 2147 2247 2319 241~ NY ~5 ~ 4~ 43~ 4~ 4~ 162 16] 165 IQ( I~t HYOROGRAPH FR~ AREA AJll. GC BA 2.14 LS gl 67 LO 187 1~9 HC 2 ZZ SCNEI~,TIC DIA~I OF STREN'I ~ (V) ROUTING (.) CeIgdECT~ ~J9.2C V V (--->) DIVTESION (<---) RETUI~ OF DIVER'IT~ FLO, J 25 $6 ROUTE1 V V ROUTE2 45 ~6.5C -- 5~ COve2 ............ V V 53 ROI~T'E3 59 A~5.2C 67 ~5.2R V -- V 75 RIT~FE4 ¥ V 61 ROUT~A -- 87 A~2.7C V V 95 RIXtTE5 C(~Vi)6 ............ (H~) RLflOFF ALS~ C~I~LrFED AT THIS LOCATICN DENTON CREEK - DISCHARGES OETEI~IN&TICN C~qTOIq CREEK, ON.LAS c0Ll~r~,, TX OENTGId C~EEK - 2, 5, 18, NqD 5~ VR DISCHAR6~S (OS[N6 Nd ULTIP~ATE C~N~EL) 6 ID %T C~I~UTATIO'd INTERVAL .17 HOURS TOTAL Tlr'mE ~ $3.17 HOUR~ I NUMBER OF PL~IS MLq. TI-RATIO ~TICIM ~TIOS ~ PRECIPITATION .4B .5~, .6~ .86 PEAK FLOW AND STA~E (EM~-OF-PERIO0) SCFi%~RV FOR RULTIPLE PLAN-RATIO EC~I~O~IC COMPUTATIONS FLO,~S IN CUBIC FEET PER SECOND, AREA IN S~,IARE MILES 0PERATI01M STATICIq ~ PLNM HVDROGRAPH AT + ,MI6.2C 6.56 I RATIOS APPLIED TO PRECIPITATION RATIO I RATIO 2 RATIO $ RATIO 4 .~B .5~ .6~ .86 FLOW 177~. 2982. ~54. 5~6. TIME 14.17 14.i~ 14.N ROUTED TO HYDRO~RAPH AT 2 CONBIIED AT + ROUTED TO + 2 C(~IBtM~D &? R~JTED TO HYDROGRAPH AT 2 ~IIED AT HVOROGRAPH AT 2 COMBINED AT 1 FLOM 1768. 2888. 56/*6. 5335. TIHE 14.17 14.17 14.17 PF.N~ STAGES IN FEETem STAGE 452,16 453.74 454.85 456.68 TIlE 14.17 14.17 14.17 14.9~ ROUTE2 1~.51 I FLOM 2995. 4643. 5984. ~657. TIlE 13.67 15.67 15.5~ 13.5~ ABG.SC 1.87 FLOM 1177. 1686. 2:~98. 2673. TIlE 12.67 12.67 12.67 12.67 C~1~2 12.18 I FLOM 358E. 5536. 713B. 1~99. TIlE 13.33 13.17 13.17 13.17 ROUTE3 12.18 I FLOM 3~16. 5329. 6886, TItlE 13.67 13.67 13.5~ 13.58 ~eePEAKSTAI~S IN FEET** I STASE 44,9.49 45~,83 452.41 455.88 TIME 13.67 13.67 13.56 13.~1 A~S.2C 2.61 1 FLOM 1597. 2267. 2798, 3826. TIlE 12.63 12.63 12.63 12.63 COvB3 14.79 1 FL~ M79. 6916. 6819. 12897. TIlE 15.33 13.33 13.17 13.17 1 FLOM 3~58. 4514. 5~79. 7952. TIlE 14.1Be 14.9~ 14.9~ 14.BB 23.64 I FLOM 7192. 1~891. 13899. 198B7. ROUTED TD + F~OUTE4 TZ~ 15.67 13.5~ 13.M 13.58 23.64 1 FLQd 7122. 1B796. 13767. 19677. TIldE 13.63 13,63 13.67 13.67 PE~K STkGES ]N FEET ~, STAGE 447.91 45B.42 452.16 454.89 T]fIE 13.83 15.83 13.67 15.67 PF. AK ETAGE. S tN FEET ~ ST&GE 446.B2 446.64 45g.45 453.46 T]F'[ 14.17 14.BB 14.M 15.63 2.~5 I FLON ~68. 1295. 1637. 2~. TIldE 13.33 13.33 13.33 13.33 2 C~IFED AT + C{]I~B5 25.69 ROUTED TO + ROUTE5 2~. 6g T]IIE 14.~ 13.83 15.63 13.63 PEAK STAGES iN FEET ,4. STAGE 439.53 ,*A2,12 ~H%$ .92 ~. 9~ TZFE 14.67 14.53 14.33 14.17 I FL(}*/ 75~. 11646. 1498~. 21629. T]I~ 14.5~ 14.33 14.17 14.17 2 C~II]FED AT + C0~t66 27.83 HYDROGEAPH AT + ~.8C 2.14 I FLOA 1164. 1721. 2165. T]IqE 12.63 12.83 12.83 12.85 APPENDIX 3 DENTON CREEK COPPELL, TEXAS EXISTING CONDITIONS COMPUTER MODELS a. LRD Model Elm Fork Stationing b. HEC-2 Model FIS Discharges c. HEC-2 Model Historic Discharges d. HEC-2 Model Floodway APPENDIX 3 DENTON CREEK COPPELL, TEXAS EXISTING CONDITIONS COMPUTER MODELS a. LRD Model Elm Fork Stationing 966.7 5#8 1 ~ ~ PR~OS~ ~AY 'R' ~.4 444.9 445.4 446,6 ~6.2 'A' 966.? 1 57 I 1 5~ 'G' 1688 445.~ 198~ 445 11~ ~6 124~ 446 15~B ~Tgg 44~ ~61~ 446.9 4~8 449,5 45~ 449.5 471~ 4~18 445.5 5~9~ 446 5~8 ~4 ~7g ~2.5 576~ 4}6.5 5976 445 628e 444 ~79 442 ~69 4~ 719g 444 7~ 44~ ~88 4}9.5 7618 4~7.5 76~8 4~7 767e 4~6.5 7698 441.5 78}8 448.5 7948 441 8286 4~9 8225 8278 4~7,5 8275 4~ e}~e 4~.~ 8~9~ 4~7.2 ~ 4~7.5 ~78 4~9 8628 44}.5 9628 444.5 tesee 44~,5 18148 442 1ff54ff 44~ 1865e 444 188aff 444 1ff~~e 445 1~8e 442.5 121qe 442.5 12~9 441 1221g 4~9 1~ ~1.5 I~ff 444 124~e 44~.5 12~ff 447 'D' B 441 '~' g .aS .fi5 .~ J5 .eS 'G' 56ff 45~ 1~ 44? 1~ 447 1M~ 445 ~6~ 442 ~ff 441.5 ~ 44Z 4~ 458 44~ 451 4MB 447 5g~ff 447 ~BB 44~ 5?fib 44~.5 596ff 445 ~?~ 442 ~7~ 445 744ff 44S.5 ~ 441 ~gff 4~9.5 761B 76~ 451 767B 4~6.5 769~ 441.5 ~M 444 7~ ~5~ 445 M?ff 44}.5 614ff 44~ 6~ 436 825~ 416 9259 4~ 826~ 4~4.5 6~6ff 457.5 6~99 459 ~5~ 446 669ff 446.5 889~ 445.5 919~ 446 99~ ~5.5 l~ff~ 445 1~9ff 445 1~4ffff 444 127ffff 447 12~ff 458 'A' 968.1 2 57 1 1 ~?~ 44~ 581e 446,5 4~ff 449.5 45~ 449.5 471e 446.5 4911 445.5 5898 446 524ff 444 547ff 442.5 5768 442.5 597ff ~5 6288 444 ~Tff 442 666ff 444 7life 444 ~ ~3 ~ 4~9.5 761ff 437,5 76~ff 4}1 767ff 4~6.5 7699 ~1.5 ~}ff 44ff.5 794e 441 n~e 4~9.S 82~9 416 ~ ~}.5 ~28 ~4.5 1gaffe 445.5 le14ff 442 1~e 44~ 1~5ff 444 leBee 444 le~3e ~5 1~e 442.5 12119 442.5 1~ ~1 122~ff 439 1~ 441.5 1~3ff 444 1~3ff 44~.5 1 12848 447 12849 458 'A' 19~6.88 1 56 9 1 5#8 499~ 5479 568~ 971~ 12179 2#9 }959 196}5 5688 659 2199 }799 1788 12~9 16#9 9 .~6 .96 .~45 .975 .97 5#9 8gg 459 828 446 888 444 11:5~ 444 142~ 442 1879 442 2189 44~ ~ 44~ ~6~ 442 49~S 444 42~ 444 4}6B 449 5~ 449 5~E ~2 ~6g 442 ~7~ 449 ~99 4~ 5525 42~ 5575 4~ 561~ 4~ ~B 4~ 5689 449 ~9~ 44g ~B8 442 668B 442 6~ 449 68~ 4}6 7~B 744g 4}}.2 7479 44~ 75fie 44~ ~ ~2 8159 442 81~ 44~ 8175 44~ 826~ 4~.2 6265 4~.2 827~ 44~ 6}5~ 442 923~ 442 95~ 444 963~ 449 9655 967~ 426 ~85 428 97~B 4~ 971~ 449 9769 444 'Q' 15~ 271~ ~9~8 '~' ~69B 48~5 4215 965~ 114~ ~B 17~5 9~ 4215 'E' ~ .~6 .~6 .~ .~7 .~8~ 1~ 442 ~ 44~.5 2925 441.2 ~ ~2.5 ~189 44~ ~?~ 44~ ~868 444,5 4~99 444.9 4~5 445.? 4~99 426,9 41M 426 4215 44~ 429~ 442.9 4~98 444,5 ~15 442,9 5598 44~.4 ~6~ 442.1 5685 444.5 6~ ~} 679~ 442.5 ?M~ ~1,6 826~ ~2 88~ 44~,6 8999 44~.5 999~ 446.5 9198 446.5 9185 447.5 92~5 447,~ 926~ 428.~ 9~5 428.5 '8' 269~ 4~5 4215 945~ 114~ 'E' ~ .96 .~ .~5 .975 .985 'G' 1999 451 ld~ 444 1199 441.5 t~e 439.7 18~B 4~9.? 1MB 442 ~B 44B.5 29~ ~?BB 443 388B 444.5 4BBB 444.9 4B~5 445.7 4BgB 428.9 4~88 428 4215 44~ 4299 442.9 4598 444.5 ~15 442.9 ~BB 44~.4 56B~ 442.1 5685 444.5 ~B 44~ 67BB 442.5 66B~ 442.~ ?~BB 441.4 7115 44B.2 ?~BB 4}%8 769B 44B 'B' ~gg 4B~5 4215 965~ 114~ 2=B 1965 974~ 4215 'E' ~ .96 .~6 .~5 .g75 .B85 2 3788 445 5888 444.5 488~ 444.9 4835 445.7 4898 438.9 41iW 43~ 4215 445 429~ 442.9 439~ 444.5 ~5 442.9 55~ 443.4 568~ 442.1 5685 444.5 ~ ~3 6~ 442.5 6~ 442.5 ?~ ~1.4 7115 ~.2 ~ 4~9.8 768~ 44~ 7~ ~1.6 8~ 442 8~ ~.6 898~ 44~.~ 9~ 446.5 9~5~ ~6.5 ~ff 447.5 ~5B ~7.5 ~8~ 428.3 9~ff 428.5 974~ ~6 9~B ~7.5 1~B~ 446 1e9~ ~6.9 11J88 446.5 ttt~ ~8 11~ 455 11588 45?.5 114~ 459.2 '~' 1~3 265~ 2858 ~?J ~6~ 2=~ 2}85 86}5 285~ ~gg 447.5 ~ 447.5 2446 45~.5 26~B 455.5 ~e 459.5 2?48 432.5 276~ 458 288i~ 444 285g 452 2698 453.5 29~ 45~ 29*,'8453 316~ 451 3626 45ff 4158 449 4578 445.5 46~ ~ 46~ 441.5 46~ 445 4818 ~4 48~ ~1 485~ 441 4~B 444 ~5~ 446 ~?B 44? ~18 446.5 ~ ~6.5 714~ 44? 7218 445 ~6g 446.5 7748 446.5 8~ ~8.5 8348 44~ 838~ ~6 ~4~ 447.5 ~7~ 449 ~ 433 85~ 4~ 8558 4~3 859~ 435.5 8616 ~3.5 8~g 449 88~e 448.5 DATA FILE: B:~ EI~ FOPJ( W.,~.,AK~$ OF GOPP.~L ~ GARROI.LTON }1,00~Ay ~ TRACT PROPOSSD FI.OODUAY ~66. ?BB ~O'S k~El. EG VH1 ALPHA AREA VEL-1 2 3 4 5 6 7 164~.B 443.461q 445.598 .198 2.585 m. .~ 1.55 4.85 1.59 .75 ~ff281q.lq 444.9ffb 445.165 .26} 5.812 lq. .IM 1.74 6.1lq 2.3} .98 5741qB .lq 445.48~ 445.668 .268 2.757 lq. .~ 1.91 6.55 2.51 1.27 65888.8 446,6~8 446.9?.5 .57-.~ 2.241 lq. .96 2.~,4 ?.64 5.24 2.lq? 5588B.8 446.~18 ~46.516 .516 2.414 lq. .64 2.5? ?.58 5.lq61.84 SEC NO. VOL lq. 967.688 ~-C~S gS.,~ EG V~I ~ ~-1 2 S 4 5 6 ? I~M.B ~.416 ~3.696 .2?6 1.976 B. .~ ,76 4.45 ~.B 444.868 ~5.~75 .5B7 2.9~I g. .~ 1.~ 6.45 3?4BB.B ~5,~B 445.915 B. .M 1.5~ ?.H .BB .46 65BBB.B 446.528 ~?.247 .71~ 3.~71 556~ff.! ~6.118 ~6.~6 .726 ~.~ g. .BB 2.~ 6.6~ .17 .92 SEC NO. Q.-CFS WSEL EG VJ.H AI~HA ~ 1 16488.lq 44}.571 443.768 .169 f. 8. .Iff .66 3.66 .71 .39 ~ 2 ~2615,g 445.241 445.489 .248 4.965 m~. m~. .lq8 .96 5.91 .68 .95 "~ 5 ~'/488.lq 445.796 446.842 .246 4.618 lq. lq. .12 1.14 5.29 .85 .'91 &.v, em4 65888 .lq 447.117 447.418 .~3 }.6}9 lq. lq. .ff 1.69 6.}8 1.56 1.47 mw. 5 5~;8lq8.8 446.729 447.~8 .279 5.932 lq. lq. .62 1.52 6.15 1.21 -- SEC NO. llqB6.lqlq8 I (~-CFS uS.EL EG VH1 ALPHA VOl, ~ W.,L-1 2 ~ 4 5 6 7 ==='- 1 104i~.~ 444.262 444.287 .~25 ~.1~9 gl. ~. .16 .~ 2.(11 .52 .~4 ::=: 2 ~2~ff.ff 446.111 446.159 .~27 fi. fi. .Sfi .85 2.52 .71 .26 =::: ~ Y74(1(1.(1 446.698 446.729 .~l~2 2.117 fi. fi. .62 .98 2.54 .82 :=:= 4 65(18~.(1 448.~7 446.M7 .85(1 1.799 fi. fi. 1.6(I 1.4fi ~.29 1.15 .68 -'==-" 5 55M(1.fi 447.792 447.656 .844 1.874 fi. fi. .88 1.27 ~.(15 1.fi5 .58 SEC NO. 1fi14.N(1 Q-CFS tISEL EG VH1 ALPHA VOL AREA V~L-1 2 ~ 4 5 6 7 ::== 1 15896.9 444.572 444.433 .fi61 4.465 (1. fi. .89 .55 2.69 .52 .fi(1 =::: 2 2711M.fi 446.211 446.245 .fi55 2.698 fi. fi. .96 .7~ 2.57 .65 .(15 =::: 5 5319fi~ · fi 446.612 446.848 .(1~6 2.455 fi. fi. 1.1(1 .95 2.77 .7~ .(1(1 ==== 4 555(1(1.fi 448.421 446.465 .847 1.696 fi. fi. 1.45 1.2~ 5.55 1.(11 .iM '==== 5 558(1(1.fi 447.962 448.(11~ .851 2.(11~ fi. fi. 1.46 1.19 ~.42 1.(11 .fi(1 SEC NO. ~-C~S HSEL EG ~M1 ALPHA VOL ~ VEl,-1 2 5 4 ~ I 15~.~ ~.5~ ~4.~1 .~7 4.2~ ~. ~. 1.~ .~6 2.91 .5~ 1.1~ :::: 2 271~.B 446.~57 ~6.~92 .g~5 2.667 ~. 1.11 .~ 2.66 ==== ~ ~9~.~ ~6.9~ ~7.~8 .~37 2.~ ~. g. 1.2~ .~ 2.85 =:=: 4 ~.6 ~6.6~ M8.669 .~9 1.658 .. g. 1.~ 1.~2 ~.41 1.~ .es :::: 5 ~6eE.e ~8.179 ~8.231 .~2 g. g. 1.61 1.}1 5.5e 1.~ .es NO. Q-C~S I~$EL EG VHI ALPHA VOL AREA VEL-T 2 ~ I 156BE.fi 444.822 444.961 .fi58 ~.586 fi. fi. .97 .65 2.56 .52 1.25 ~ 2 ~16B.E 446.528 446.555 .fi27 2.245 fi. fi. 1.fi9 .e~ 2.44 .65 1.15 2 :::: ~ F~~ge.! 447.152 447.181 ."29 2.g4~ ~. ~q. 1.2~ .95 2.6~ .73 1.21 ==== 4 595ge." 446.942 ~8.881 .~ 1.~ B. g. 1.55 1.~ ~.1~ 1.~ 1.46 ==:= 5 55~.g 448.421 ~8.462 .~2 1.~6 g. g. 1.56 1.~ 3.17 .~ 1.4~ SEC NO. lB9~.geg Q--C:}'S ~SEL £G Vt'.ll ALPI~A VOl. AREA V~L-12 5 4 5 6 1 155ge.g 446.961 447.154 .155 2.461 g. ~. .ge .ge 4.55 .81 2 2,~Bge.g 447.964 448.147 .165 B. g. .ge .ge 4.55 1.2~ } 295ee.e 448.567 448.7~5 .1}9 g. g. .ge .ge 4,44 1.58 5.66 4 595ge,g 45e.7~1 458.8~5 ,154 1.51~ g. g. .ge .65 4.74 1.98 5 556ge.~ 45B.4~5 45~.54g .156 1.5~6 g. B. .ge .56 4.74 1.~ 5.58 APPENDIX 3 DENTON CREEK COPPELL, TEXAS EXISTING CONDITIONS COMPUTER MODELS b. HEC-2 Model FIS Discharges # WATER SURFACE PROFILES · · VERS/ON OF NOVEmbER 1976 " · UPDATED tSAV 1984 - # IBI~-PC-XT VERSION · · RON DATE ~4,'3E/88 TIRE E7:El:11 · · U.S. ARMY CORPS OF ENGINEERS * THE HYDROLOGIC ENGINEERING CENTER X X XXX~C(X XXXXX X X X X X X X X X XXXXXXX XXXX X X X X X X X X X X X30(XX X X X X~OO(X X X X)O000~ PAGE I HEC2 RELEASE DATED NOV 79 UPDATED RAY 1984 ERROR CORR - E1.E2,E3,E4,E5,E6 I ~-PC-XT VERSION C T1 T2 DENTON CREEK, TEXAS (.E~25 -DENTE)O*I) HETRIC l~/If45 Q .E .BeE .BEE .EEE .BEE ::::::::REQUESTED ~CTION ~ LPRNT NUI~EC THIS RUN EXECUTED ~../~E/86 E7:E1:15 I~:~L FQ .g6B 4~35,gge .~5 4215.gee .g75 9GSe.eee .EB5 ,~lE .gee °gee .gee .ged .dee .gee ~ROSS SECTION QN EI.~ FeRK UPSTRF~ OF ~LIJENCE NIgH D~ CREEK .gEE .gEd .gEE .gEE 45~.gee .gee .gee .gee 439.7ge l~e.eee 439.7ge 1Bee.gee 4~1.2ge ~Se.geE 443.gee 31Be.gee 445.7ge 4g35.gee 43g.gEe 4~ge.eee 4~.Sge 43ge.gee ~2.9B~ ~15.g~9 ~3.ege 6~e.ege ~2.5ee STge.gee 439.6ge ~E.gEB ~E.B~9 76ge.gee PAGE 2 NC .E55 .g55 .g45 ~i' 4.gee 129ge.gee 16Zge.geE NH 765g.gEE .gee .gee FED~ CRr~ ~CTI{~ .gEE 54Be.gee .B45 5585.ege .E55 G7ge. Ege .ESE X1 1933g.iME 61.gee 579~.mgg 5965.g~E 65~.M9 65E.gEE 89E.gEE .gEE ,gEE .gEe GiT 45~.geI6 l~.geE 4~.~B 1~5~.~ ~6.~ 1~7~.g~ ~7.6~ 17~.~B ~7.~ge 221~.gge ~ ~6.~g 241E.gg9 ~5.9M 245~.~E ~3,ggE ~E.~E ~3.~B 2B7EJM ~5.gE~ 268~.~ ~ ~5.~J 271g.gee ~5.gEg ~6gJge ~.966 ~E.Bge ~3.ge9 292g.~6 ~5.699 296~.gge ~ ~,~ ~TB.gEE ~6.~ff ~2~.~ ~5.gE~ ~e.gE9 ~3.gEE 3B7B,~B ~7.gEB ]IH.gE~ ~ ~6.7ge S~E.gee ~7.gee 335e.~e ~7.ege 5sge.~e ~.HE 355e.gee ~.gee ~ge.gee ~ ~7.~ ~5~.ge~ ~.gge 371~.geB ~6.ge~ 385B.geE ~7.ge~ 3949.Bee ~7,geB ~5~.geB ~ ~.gge ~6g.gEB ~6.~E 416e.ge9 ~6.ge9 ~5~.gee ~5.6ge 45~.gee ~6.gee 47ge.gee ~ ~7.gE9 47~.gE9 ~7.gE9 ~gE.gEe ~7,~e ~tg,gE9 ~e.gEe ~8.egE ~9.gee 52se. Me NC .655 .655 .645 .1~ .3~ .gg~ .~ .gg~ .M~ DAM'4EMiALId (D.E.C.) CROSS SECTION Xl 1995~.~ 52.gE~ 6~7E.~e~ 619~.g~g lgg~.~E~ 55~.~g~ 66~.9~ .BEE .~6 .E~ ~ ~ ~6.~ 122~.g~E ~.~ 13~.EEE ~9.~8 133E.~ 45~,E~ 146~.~8~ 45~.~88 152~.~ ~ ~7.~e ~e.eee ~7.eee ~Te.eee ~6.366 32~e.ee~ ~6.ee~ 33se.eee ~5.eee 3368.e~e ~/86 67:91:12 PA6E D.E.C. C90$S S~CTION Xl 2156~,~ 54.~ 515~.E~ 55~.E0~ 16~.~9 115~.~ff~ 15~.~8 .~ffff .9ffff .~ GR A6E,M~ lU~.~9 455.~ 12~E.~ 45~.~ 1256.~e~ 45~.~8~ 129~.~ 453.~E~ 1326.988 ~ ~ ~52.~ 1~.~ 451.~ 145~.~ 45~.g~ 1~.~ ~9.~ 157~.~8 ~8.8~ ~ ~Se.eee 392e.eee ~8.eee ~17e.eee ~9.eee ~256.Me ~5e.eee 42ee.Me 451.eee FE~a ~055 D.E.C. CRO~ SECTIClq Xl 23885.888 51,889 6618.899 7888.888 9~.988 688.898 1438.888 .888 .888 .9~0 GR 465.888 1~(18.888 46~.8~ 1118.888 457.~8 1198.888 456.888 1288.888 455.888 1~8.8~8 GR 455.~E~ I~B.Ee~ 4~.g~ 159B.~ 45~.~8~ 174~.6E~ 452.9~ 166~.~9~ 451,~ 195~.~e~ D.E.C. CRCSS S~CTZCN I J~./59/86 87:81:12 PAGE Xl 24788.888 GR 465.889 ~ 457.~ 1~1~.~8 455.~ 155~.888 4~.~ 165~.~ 453.~ 1678.~8 452.~ ~8~.~ Xl 255~.~18 ~4,888 26gg.EE8 2788.888 928.888 568.889 638.888 .858 .888 .888 GR 469.,.~18 5~.~8~ 46~.5~ 6(1~.E~8 455.6~ 7M.~ 452.98~ 8~.888 45~.4~ 99~.~88 ~ 451.898 1~.988 451.~E 169~.g88 451.689 1798.99~ 451.~9 1899.999 452.798 1999.E~8 FEIU, {:~OSS SECTICf4 X1 26839.888 55.~1~ 29E~1,8~ 318~.888 12E~.E88 12~8.6~8 13~.8~ .EE~ .~ ~ ~.9~ 5~.~ ~1.9~ ~.~ 459.1~ 7~.~ 455.9~ 6~.~ ~52.9~ 9~.~ ~ 452.98~ l~g.~E 452.899 1~6.9~ 452,~ 17g~.988 453.~ 1896.9~9 453.1~E FEP~ CROS~ S~CTICI4 X1 28888,~ ~lS.~E 27J~fl.999 29~1.88~ 758.ll8~1 1~.888 1258.~88 .~ .088 .888 QT 4.~8 133~.gEE 189~.888 215EE,1998 ~2~iE.988 .gE~ .fS~ .~ .888 .E9~ FE~U~ CROSS SEgTl~l -- Xl 28879.999 27.~8 2588.888 2676.988 586.888 9B~.~6~ 796,698 .~E .ll8~ .6~8 ~ 47~.~ ~.~ ~.B~ 1495.~ 456.~ 1695.~ 456.~6~ 179~.~B~ 4~.~E 193~.89~ ~ 4~.~9 ~B~.9gB 4~.69~ ~78.~9 455.~ 21~.gBB 457.f~ 21~.g~ 457.B~ 2199.gB~ ~ 457.~B 25~.gEB 4~.7gg ~6E .BBE 437 .GEE ~E.ME 43G.~E 2636.B80 451.59~ 267~.E9~ ~ 459.366 ~7E.989 459.368 2819.896 456.~g 2916.699 4~.~e 511B.eBB 456.4EB 561E.99~ FERA CR(~S S[CTIO~ Xl 2961ff. Ogm 49.1~1~ 22~.ffffE 24~.ffffl~ 7K.J~ff 8~iO.ffOff 740.K~ .K~ .gffl~ .gee GE 45~.7fl~ 15~.868 455.589 16fg.lff~E 456.0E8 17~,g~8 454.796 16EE.688 45~.~ 19~E.~lEff ~ ~ 458.895 45~.g~ 458.~9 4565.Eg~ ~9.~9 ~.ggg 457.~ ~.9~9 456.7~9 ~/39/86 57:51:12 PABE FE~ C~0~S SZCTICN Xl 3123e.eee 69.1M~ 35~e.ee~ 5837.Eec 6E~.eee 7~.eee 66~.eee .~e .dee ~ 459.69~ Zl~.eee 459.~e 2~e.eea 459.4ee 2272.~E9 456.49g 28~.09e 457.999 ~ ~8.4~ 38~9.~ ~.8~ 3637.99~ ~g. SBE ~69.~ 459.406 39~.gE~ 455.79~ ~ ~ 459.155 41~9.~06 456.~ 4~.599 457.5~ 4236.M~ 456.~8 4269.6M 4~.899 4276.0~ NH 6.~E .gSB 16~0.E~ .Iq55 32~E.MO .BGO 3498 .eBB .~5 3525.000 .555 ~ 4720.900 .B5e 6168.~55 .EgO .l~g .~e .EgO .IMB .BOO FER~ CR(~S S~gTION -- X1 322~g.ggE &2.gee 3365.geE 3552.gge 5g.gEE 5~.geE 5E.geE .gee .gee .gee BT 2.gge 33GE.gee 465.gEE 463.gEE 3552.geE 465.gEE 453.EEE .gee .gee .gE8 GE 472.~EE ~.gge ~7.ge~ 131~.~ ~2.~ 17ge.69~ 46~.5ge ~.ge8 ~61.5~8 229~.ge~ ~ 456.5~ 2~1.995 456.555 2221.ge~ ~1.5~e 2222.999 459.558 2~5~.g58 459.5ge 2525.ge~ ~ ~ ~9.55E 261~.g58 456.59g 2611.~ ~.5ge 2635.g58 ~l.ge~ ~gE.gE~ ~2.ge~ 3289.888 ~ ~5.995 338~.gE9 ~6.gE8 3361.~E 456.g99 ~3E.Ege ~6.gE8 ~9.999 ~.5~8 ~7E.ge8 ~ 437.g58 ~75.~ ~B.SEE 35~9.~ ~7.598 351~.8~ 46~.~ 355~.ge~ ~5.ge8 3552.ge~ ~ ~ ~.5ge 5656.99~ 462.~ 3~g.ge~ ~g.86~ 4139.9~6 ~1.999 4235.ge~ 458,g59 4236.9~ ~ 456,9~ 427g.ge~ 456.999 435~.gge 452.gge 435~.g59 453.g6~ 4368.g58 461.ge~ 4398.ge~ ~ ~1.599 ~.Ege ~l.~g 47~.g58 462.ge~ ~ge.~9 ~2.ge9 ~ge,gge 4~.ge~ 588~.g58 ~ ~ ~7.ge8 ~EE.g~ 472.gee 6266.ge~ .988 .gE~ .gee .eec .ge8 .gee FE]d,A CRC~S .~CTI~ X1 3223g.geE . I~lE .gee .glee 5~.EEE 5~.EEE 5E.BEE .llEE .BEE .BEE X2 .gee .gee .~E .gee .gee .gee 1 .gee .gee .ge9 ,gee NC .gee .BEE .Ege NH 4725.BEE .ES~ 6185.EEE .ge5 32~lE.geE .lllGE ~66.gee .~5 3525.000 .ge5 .~ .~ .gee .~ .ge~ .~e .~8 Xl 32255.gee 41.i~B 34~E.geE 3525.BgE 1.BEE 1.BEE 1.gee .Ege .BEE .gee -- GR 457.BEE 22ge.~59 457.~E 222~,9E~ 459.gee 2~26.ge~ 456.~E ~2~.9~ 455.996 2~,ge~ NH 6.gee .gee 9~E.Ege .~55 1755.EEE .gee 2115.geE .~5 2325.BBE .ge5 NH 3575.BBB .~SE ~SEE.EgE .~eE .~ge .gee .gee .~E ,BEE .gee 7 JAg~ R. ~AVIS (J.R.D.) ~ SECTION Xl 323~5.glle 6~. ~l~ 2115.UB 2525.~1~ 55.~i 55.dd~ 55.g~ .8EI8 .eO0 .~ ~ ~.~e 21se.gee 4~,9e~ 2175.gee ase.eee 2~.gee ~s.eee 22lC.gee ~.eee 2225,eee M4 6.iME M~ 3645.U9 .ll5~ $25.~1EE .~55 1586.~d ,~GB 174i~.i~$~ .~5 215~.Eg~1 .d55 J.R.D. ~R~ SECTION Xl $2725.~i8~1 56.~d 194~,1188 215~.~B 58~.gBl~ S2J). ~9 42~ .ddl~ .ddl) .dOg ,~l)~ g4./3~/86 d7;d1:12 PAC4[ NFl 6.~g .gSd 177.~E J55 1449.gldd .gEE 1752.i~B ,g45 196i~.~B~ .d55 OR 469.d9 384~.9d 461.dE 3865.Ed 462.dE 3868.dE 463.Ed 3915.dE 46~.dE 3935.E~ OR 465.dE 3970.GE 466.de 3989.dg 467.GE 4~2E.dg 466.dE 4~75.dE 469.Ed 4110.09~ MI 5.~E .~55 1259.649 .~60 1~60.dE .~5 1603.Ed .~55 3640.EE~ .E5e -1.R.D. CROS~ SECTI(~I Xl 33~70.dE .56,GE 13ge.GE 16~3.~ 315.GE 260.Ed 323JG JG .BEE .BEE OR 47g.gd -SSS.GE ~5.~B -~5.~e ~5.Bd -2ge. Od ~2.GB -2~.B~B ~l.de -l~.ed ~ ~2.dB l~B.Bd ~1.~B 1382.9G ~B.Bd 13gl.Od 455.8d 1419.dB 4SE.ed 1452.d9 ~ ~5.gd 1432.gd ~.G9 l~.Ge 439.G~ 1465.gd 439.5d 1475.gd 439,d9 1485.d~ ~ ~g.gd 1491.gd ~5.d9 1519.d~ 4~.de 152~.Ge 455.de 15~.de 469.e90 -- ~ ~1.~9 15ge. Ed ~2.d9 1592.gd ~3,d~ l~3.Ge 465,~6 16~,d6 462.999 ~ ~l.Ge 171g.dE ~e.ed ~ee.ed ~e.de 2776.9d ~1.~ 3597.de ~2.ed sees.ed ~ ~3.ed ~10.~6 ~.d~ ~13.gd ~.~d ~21.Od 463.d9 3631.0d ~2.gd 3639.e~ ~ ~2.G6 37~.9d ~3.d~ ~d. Ed ~.G6 ~52,G6 ~2,gG 39d. Ed 466,9d 3~.d~ ~ ~7.ed 5986,gd ~8.Od ~39.dg ~9.dB ~Eg.G~ 47f. Bd 419~.Bd 471.9d ~ 472.~ 45d.988 .~g ,~e .ed .~6 .G~ .~e .Ge ~6/86 97:g1:12 P~ 9 MI 5.de J55 12~1.dE .~6E 126~.gd .g45 1392.de .~55 31SE.dE .ESE MI 4231.GE .gG .dE .Gg .GE .GE .de .gee .BEE .GE J.R.D. C~CISS SECTION -- Xl 3429g.G~ 56.Ed 128~.GE 1392.dE 839.GE 2SE.de 7gg.GE OR 479.000 -52.g. Ed 470.GE -52~.dE OR 461.Ed -35~.GE 461.Ed ESl.GE 461.de 126g.0G 4SE.ed 1291.Ed 455,0G -- OR 4se.de 1319,000 4~5.~G 1328.0d 44~.G0 1337,Gg 439.dE 13,4~.0d 438.dg 13~5.Ed OR 439,dg 135~.dE 440.de 1352.dE 445.G9 1363.99g 45~.0d 1372J99 455.ggg 1381.dg OR 46~.gd 1392.Bd 461.G0 1415.GE 462.9d 1445.gG 461.~ 1472.096 463.GE 1SSE.Ed OR 462.GE 1gee.de 462.GE 2S2e. GE 462.gd 27~.Ed 462.gd 3119.Ed 4g3.dg 3158.Ed OR 46~.Gg 3180.Ed 465.096 3lee.Ed 465.$G 3218.Ed 46~.0d 3221.9d 46~.0d 3279.de OR 4ge.GE 3299.d9 455Jd 3302.GE 45~.5d 3312.GE 455.de 3321,999 460.GE 3336.G0 OR 461.GE 5355.d9 /l~2.Ed $456.GB ~3,dE 3469.~E ~.Ed 3509.Bd 465.Ed GR 469.Ge 3939.8G 479.~ 39~.9J~ 471.~9 ~5,~ 472.~ 4119.~e 473.g99 4182.09~ ~ 474.G6 4231.G~ .~E .~ .GO .GE .Ge .~e .Ge Jd MI 6.GE .~50 3SS.GE .055 1GS.gG .060 1310.G0 ,SS 152J.GE ,055 MI 3228.ffg .eSE 43~.G0 .BG .Ed .GE .Bee .Ed .EBB .BEg J.R.D. CRCGS S~CTICt~ 6R 462. -- 6R GR 465.~1iM ~ 47~. ~ 475. ~ 475. ~.R.D. C~OSS .~CTItlN 6R 47~.B~ 17111.~1 476 .l~ 174~.FIE9 477.7g~ 176~ .JtJO~ 477,~lIB 1785.gg~ 476.~B 1826.~9~ ~ 475.~B 1865 .ggg 474.g~ 191B.99~ 474.~9 1995.~g 472.g~g 218g.g~ 471 .ggB ~ ~.~ 5226.999 ~g.~ 52~.~ 4~.~ 52~.~B ~.ggg 5~5.g~ ~.ggg 3272.~ ~ 471 .~ 4~8 .~g 472.~ ~.~g 473.~g ~.gg~ 474.~ 4298.~9 475.998 NH 6.ggff .di6B 12gff.~ff .gS~ 2155.0B~ .~6~ 2g~.~B .g45 3~6di. O~ff FE~A CRn(~ e. cCTION M'I 6.BBS .~6e III5e.BBe J6g 2~BB .BBS .e55 ~:.s.sEs .~45 415e.BBS M.: 471e. BBe .e55 6~,g.BBB .BBs .~g .egg .ese .gee .BBs FE~A C~5~5 ~CTION OR 5~2 .~E I~S .gBB 491.6BB 1ese. BBS ,se.eBB 116e. BBe 4~7.#BB 133e. BBe ~7.BBE 1538.BB~ ~ ~.~ 18BB.~E ~3.BB~ ~E.BBE ~.~BB 21BB.~ ~E.BB~ 22BB,EBB ~77.BB~ 246~.E~ ~ 477.9BB ~5E.BB9 477.3BB ~I~.EBB 471 .~ 373E.EBB ~5.BB8 37gE,BB~ ~3,BB6 3eBB.EBB ~ ~.9BB ~.BB~ ~6.BB~ ~25.EBB ~.9BB ~.BB~ ~.BB~ ~9~.EBB ~2.BB~ 411~.BB8 ~ ~2.~e 41Se. BBS ~8.SBB 421e. EBB ~2.8BB ~BB.eBB ~,eBB ~BB,BB~ ~,SBB ~71e. BBe ~ ~1 .~ ~89.BBe ~3.BB9 ~97~.~e ~.BBe ~SE.EBB ~2 .EBB 53BB.~BB ~2 .EBB ~69 .BBS ~ ~5.BBe ~BB.BBe ~e.eBB sTsc.eBB 49s.sBB 503e,BBe ~e.BBe ~e.eBB .BBs .sea M4 6.BBg .I]Se 1~9i~ .BBB .~Se 23Se.eBB .It55 376e. BBB .~5 467B.BBg .es~ I~ 4gS(I.BBe .e55 6gEE.eBB .eBB .BBB .BBS .BBS .~ .gee .BBB FE~A CROSS ~ECTI~ QT 4.BBS 9eBB.eBB 137BB.BBB M~ 471e. BBe .g55 6~e. BBB 154BB.BBB S62BB.BBB .BBB .BBB .gee .BBS .BB~ .g55 2~BB.EBB .g55 4,~.E.BBE .~5 41Se. BBS .eBB .BBS .eBB .BBS .gee .BBB .gee .eBB Xl 4BB5e. BBE 32.~ *7$e.~g 4815.BBS 14BB.BBB ~.BBE 111B.BBe .BBS .BBC .BBB OR 5~I.BBe 1BBS.BBS 497.BBS 1NIB.BBS 491.5BB 1eBB.BBS 489.BBS 24BB.BBe *Se.2BB 27BB.BBe 9SM.NB 562M.BBB .ggB .gN .BBB .UB .BBB .~N .BBB .~B .NB .JN .BBB .Bg~ M4 6.BB~ .55~ 14N.NB .~SB ~3E.EN .~5 416~.N~ .~5 4515.N~ .~58 ~6/66 g7:B1:12 PA~ 12 5135~.~ 3~.NB 416~.~ 4515.lJtB ~N.EIN 37~E.UE 555ff .~ff .~ .~ ~g.~9 l~g.~E ~.BB~ 11~.~ ~2.~ l~g.gN 498.~ I~.N~ ~7.~E 185~.N~ 47g.~ ~.BN 474,~ ~SE.BN 472.~ 247E.~E 472.~ ~9g.~E 474.~ 2g~B.EN 471 .~B 31~.~g ~g.6B~ ~.~9 ~8.7N ~9.~N ~8.5N ~E.N9 ~.5N 367~.N~ 47~.~ ~e.~B 47B.~g 41~.~E 47E.~ 41~.~E ~.~6 4~e.~E ~7.5N 4238,N9 47g.~ 42N.~d 471.~ 4315.966 ~9.~ ~15.996 475.~9 4515.966 ~3.~ 4585.N9 ~2.9N ~15,~B ~,8N ~75.~ 4gB.EN 5215.~9 ~9.9N 533~.gN 555.559 NH 6.NB .BSg l~tlg.~B .g55 ~9.ffffe .B50 5575.BN .~45 5~75.958 .556 NH 612~.BBB .555 6235.BN .~ .BBB .Ne .EBB .EBB .BBB .BBB Fl~t~ C~ S[CTION NH 6.~il J4iI 1~.~ .~55 lffilff.BN .~61~ 4255.iM9 .~45 4]4B.MiB .e6B '12 f4~ 6.BB~ .g5~ 185g.gBg .ig52 412~.g~ .g55 4~$5,~E .~45 4415.g~ .~58 CROSS ~ 474.5EE 233~.~ ~74.68~ 248E.~e~ 472.4~ 282~.~ 475.~ 299~.~e~ 473.6~ 31~.E~e THIS RUN EXECUTED g~./3~/86 g?:~:16 T1 0E/~CIq CREEK - PR£-CCNSTRUCTICN C~I~ITIONS T2 0E~ITCId CREEK - 5g VR DISC~4ARGE T'5 O(~T~CI~EK. C~PPELL, TEXA~ J1 IC~Q( IN~ NINV IOlR STRT FETRI¢ MVI~ 1 Q ~EL FQ I!. 446.536 13 __ HEC2 RELE, LSE DATED NOV 76 UPDATED fi, AY lg6a ERROR C~RR - B1,~2,~,~,~5,~6 FEOIF ICATI~N - 5~,51,52,55o5~,55,56 IBM.-PC-XT ~RSI ON THIS RUN EXECIITED 1~/I8/85 ~7:85:31 II. 4~7.15B FQ ITRACE PAGE 15 HEC2 RELF. AS~ OATED NOV 76 UPDATED NAY 198~ ERROR(ORR - FIIOIFICATION - 5~,51,52,55,~,55,56 IBPt-PC-XT THIS RUN EXECUTED ~/'5B/86 ~7:~6:44 T1 T2 1'5 DENTON CREEK - PRE-CONSTRUCTION CO'~ITIONS DENTON (:~EE~ - 5~ VR DISCHARGE OENg'01~ CREEK, COPPELL, 11D(AS PAGE 16 14 HEC2 RELEASE DATED NOV 76 UPDATED R~Y 1984 ERROR CORR - 01,42,65,~4,95,96 F430IFIDATI~ - 5~,51,52,53,54,55,56 I BH-PC-XT VERSION THIS RON EXECUTED ~15416G 87:89:152 NOTE- I~TERISK (~m) AT LEFT OF C~t~-SE~'rlON NL~ER IM~I~TES ~i:~E IN .~RY OR ERRORS LIST SEONO XLCH ELTRD ELLC EL)lIN Q O,,ISEL I~IWS E6 428.58 15888.84 444.63 .~ 444.66 428.59 27188.88 446.55 .48 446.55 426.5~ 33988.88 447.15 .98 447.18 428.5~ 59588.98 ~6.~ .98 ~8.68 18448.888 ,5868.88 .48 .48 451.48 12648.88 4~8.45 16448.888 5888.48 .48 .48 431.44 16288.88 4~9.82 18448.8~8 5684.88 .~ .~ 431.~ ~666.~0 ~g.~ lgK"S VQ4 AREA .81K 2.85 2.58 16735.89 11645.47 1.69 2.26 58994.B1 20821.60 1.68 2.43 $5666.71 25269.19 2.26 2.95 46741.76 59687.89 19558.888 898.40 .48 .~ 451.74 12688.88 446.86 .88 446.89 4.26 2.57 18474.B5 6288.68 19398.888 894.48 .48 .~ 431.74 19288.48 449.$1 .88 449.6~ 4.46 2,58 13924.12 9031.39 19338.880 890.48 .88 .40 451.78 2~688.88 450.82 .~ 45~.~5 3.61 2.47 169~5.45 1~84~.~1 1933~.~ 699.99 .~ .99 431.79 ~2~9,~ 451.72 .~ 451.75 5.1~ 2.11 25477.54 2~565.2~ 19950.888 668.88 .40 .U 432.88 12848.88 449.35 .48 449,45 19938.880 668.~ .40 .48 432.00 18288.88 458.88 .48 454.17 6.44 4.17 7580.11 4486.55 7.60 4.46 18737.88 6686.54 6.74 3.87 12535.22 79)2,44 5.18 5,55 21286.61 16~37,45 21560.000 1658.40 .44 .~ 452.48 12848.40 454.83 .40 458.99 18.68 4.88 6569.26 3917,44 21568.480 1658.08 .80 .44 432.40 182~18.88 451.49 .48 451.64 18.68 4.95 6618.83 5516.96 21560.848 1658.88 .88 .J~ 432.48 28608.88 451.75 .48 451.89 18.98 5.48 g~58.82 6239.44 21560.1~0 1658.88 .U .~ 432.48 36288.88 453.15 .88 455.26 18.46 5.12 14957.82 11194.79 2237~J00 819.90 .g~ .Od 432,50 12800.00 451.74 .80 45t.79 2237~.000 019.90 .~ .~1 432.5~ 18248.~8 452.46 .~ 452.59 2237~.~00 41~.~0 .~0 .g~ 432.54 2~G08.40 452.73 .48 452.78 22570.i~8 414.08 .48 .~ 432.58 36288.88 45~.22 .48 454.27 236~.~8 14~,48 .U .gl 433.39 12846J4 452.3~ .48 452.39 238~.J~4~ 14~.44 .~ ,~ 433.3~ 1626~,~g 453.83 .~ 453.~8 23~.~9 14~.~ .~ .~ 433.3~ ~E.~E 453.3~ ,g~ 453.35 238~.9~ 143~.~ .~ .~ 433.3~ ~2~E.~ 4~.75 .g~ 4~.81 15 5.72 2,94 11893,95 56)2,29 3.93 3.09 14144.92 9181.55 4.02 3.15 15368.98 18273.44 4.57 3.83 22888.86 16935.1~ PAGE 17 e~CNO XLCH ELTRD ELLC EL~IN Q O~I5~L CR IklS E& I~K#S VCH AREA .81K 24766.~6 ~(16,68 247dB.B66 9dB.66 247M.dB6 ui6.dB 247~.~16 9dB.BB 2~536.9dB 856.66 25536.666 8~.66 25536.699 636.66 25536.668 638.69 2~839.dB~ 13dB.BB 26636.668 13~6.66 26636.686 1366.69 2~836.d66 1366.66 2899B.d66 1256.99 2d686.666 1256J6 2dBSeJ98 1258.96 28989.966 1259.69 26878.gdB 796 .dB 26879.966 799,99 28876.B86 79B.8B 26876.~9 799.99 29619.969 7Ag.dB 29616.696 74g. U 26616.699 746.66 26619.969 746.66 39578.888 968.88 ~576.gdB 966.~ ~579.d69 96~,dB 55579.966 965.99 31238.988 669.gg 31239.969 669.dB 31236.699 669.~ 31238.866 6~1.88 32156.999 82~.69 3215~.NB 92BJB $21~9.i~6 9Z6.dB .96 .dB .dB .gig ,99 J ~65.H ~65.99 .dB .Big .dB .dB J ~3.69 ~63.68 863.66 16 433.99 433,96 433.99 433,99 454.46 4~ .46 454.46 454.46 436.39 436.~ 436.~ 436.39 435.26 435.26 435.26 435.2~ 456.99 436.dB 456.86 456.~ 437.46 437.46 437.46 437.46 439.86 439.86 439.86 439.89 438.19 438.16 458.16 437.96 437,69 437.06 437.99 437,89 437.66 437.99 12899.66 167J9,96 29866.96 56Z66.98 129dB.68 182B6.dB 128dB,99 18298.96 56266.66 12896,99 167J6.66 2K66.96 56296.69 13369.66 18969.96 21366.68 13369.66 18968.88 21366.66 56296.99 13388.98 18996.96 213U.dB 13396.~ 18966.96 21399.66 ~62B6.88 13396.BB 56288 .dB 13389.69 463.35 453.99 45~.23 455.56 454.11 454.77 455.65 456.33 45~.96 455.71 456.88 457.41 455.86 456.66 456.88 458.2~ 457,14 458.91 458.38 459.65 458.27 459.18 459.36 459.71 459.86 459.69 ~.17 461 459.99 ~.72 4~6.99 462,25 466.75 461.55 461,81 463.97 ~69.63 461.67 ,dB .dB .dB 453.57 454.16 45~.43 455.72 45~. 24 454.96 455.16 456.48 455.99 455.83 456.11 457.52 456.41 457.94 457.27 458.56 .dB 457.72 .~ 456.52 ,l~ 456.76 .~ 466.66 .dB 456.46 ,98 459.27 .99 459.55 .Be ~69.99 .68 459.22 .96 466.93 ,66 469.31 ,69 4~1.68 .1~1 466.67 .dB 469.65 .dB 461.19 .dB 466,86 .BB 461.67 463.21 .99 461.97 .88 461.98 .dB 462.26 12.23 12.48 12.41 11.29 5.55 6.29 6.62 7.76 6.82 6.97 8.97 9,54 19,19 23.79 24.74 25.35 15.11 15.49 15.55 15.96 6.38 6.67 6.87 7.91 11.27 16.69 19.46 6.49 15.64 14.87 14.18 11.72 5.45 5.92 7.21 14.16 28.4~ 22.65 5.83 5718.59 3659.63 5.26 8915.66 5151.16 5.33 9923.18 5645,11 5.45 15114.86 18772.38 4,15 7692.25 5435.16 4.54 9863,79 7257.85 4.71 18728.53 6883,79 5,46 15769.85 12992.84 4.99 6694.99 4316.22 4.12 8979,47 6979.83 4.13 9926,82 8878.55 4.27 15198.89 11845.68 6.74 3588.81 2928.54 6.79 5419.77 3738,46 6.65 6166.95 4141,54 6,41 16149.59 7189.77 7.11 3745.35 3421.29 7.42 6133.11 48~2.26 7.51 6996.83 5q~1.68 7.98 11245.98 9861.51 4.41 6663.59 5266.31 4.64 9318.27 7319.16 4.75 18226,25 8128.92 5.39 14797.38 12871.49 4.16 5671.95 3961.23 4.21 6251.42 5779.99 4.26 9349.49 658~.25 4.49 15293.62 11748.21 4.~4 5155,74 3429.23 3.87 ~65.64 4998.52 5.85 9186.22 5657.51 4.81 15111.~4 16575.88 3.85 7426.66 5695.65 4.18 19922.71 7779.64 4.33 16947.66 8575.86 4.97 18666.17 13477,12 5,79 2954.13 3531.87 7.22 5894.66 4168.21 7.72 4352,26 4455.87 94/35/86 l17:51:12 465 .lie 4~3.ge 437.EE 362~. EE 463.52 36.34 8.73 8884.54 PAG~ 16 $ECNO ~.C~ ELTRD ELLC ELRIN Q CI~L CRINS 56 IEK~S VCH AREA .ElK 3223~.geE 5~i.ge 465.ge 463.ge 437.ge 13399.ge 46~.72 .ge 461.14 13.~5 5.71 3~39.56 3599.6~ 322~,~ ~.ge ~5.~ ~3.g~ 467.ge 189ge.ge ~1.52 .~ ~2.1g 18,55 6.~ 4232.~9 4386.~ 32239.gge ~.ge ~5.~ ~3.ge 467.6~ 21399.ge ~.62 .~ ~2.41 19.~ 7.25 4947.27 46~5.95 322~.~g ~.9~ ~5.~ ~3.~ 437.ge ~E.~ ~3.29 .gg ~3,59 29.43 6.95 9667,68 6672.7~ 32255.Ege 1.ge .ge .ge 437.ge 9~ge.ge 461.14 .ge 461.18 2.ge 32255.geE 1.ge .ge .ge 437.ge 13299.ge 462.11 .ge 462.15 1.87 32255.geE 1.ge .ge .ge 437.ge 149~E.ge 462.43 .ge 462.47 1.89 3225~.EeE 1.66 .ge .ge 437.ge 56299.ge ~63.51 .~1~ ~3.61 5.43 32355.geE 55.ge .ge .ge 437.M 9~ge.ge 461.55 .ge 461.24 7.46 32385.geE 55.EE .95 .~ 467.75 13299.ge 462.~4 .ge 462.21 7.41 32355.gee 55.ge .f~ .~,~ 437.7~ 149ge.ge 462.37 .ge 462.53 7.25 32395,geE 55.ge .ge .~ 467.75 96ZEE.ge 463.36 .gE 463.75 19.7~ 53145.geE ~.ge .65 .ge 436.~1 94ge.ge 461.55 .ge 461.62 4.5~ 33145.geE 425.ge .~E .ge 496.45 13299.ge 462.48 .ge 462.55 3.92 53145.899 425.ge .ge .ge 468.46 149ge.ge 462.ge .ge ~2.86 3.86 33146.gee 429.ge .~ .~ 438.49 9629e.~9 ~.96 .H ~.49 6.74 33~?~.g98 325.ge .ge .ge 439.ge 9465.ge ~1.67 .ge 4~1.73 2.91 33475.~ge 325.ge .ge .ge 439.ge 13299.ge 462.59 .~ ~2.~ 2.62 3~M.ege 325.~ .~ .~ 469.ge 14~.ge ~2.91 .~ ~2.95 2.58 3~7~.ge~ 325.ge .~ .~ 496.ge ~2ge.ge ~.56 .ge ~.65 4.6g 2.38 9585.71 6645.16 2.42 12123.36 9652.46 2.47 13456.59 15849.83 4.45 17851.51 1553~.85 3.96 3227.E~ 3454.72 4.14 5878.89 4848.48 4.14 6958,85 5533.96 7.53 15176,48 8155.52 2.63 6612.25 5351.87 2.64 9814.32 7738.57 2.69 15697.59 8788.29 4.32 16582.85 14221,92 3.35 6168.55 ~411.37 2.98 9597.59 6669.13 2.91 15775.73 7567.59 4.16 17835.66 13946.17 2.59 7652.55 5587.31 2.47 11164,69 8161.55 2.46 12416,11 9269.95 3.65 19398.21 16875.13 17 ~g71~.geE 2~2E.ge .ge .ge ,446.gE 1mE,ge ~k~.5~ .ge 464.74 9.ge 4.25 5436.79 3321.91 96975.iBge 2~g2g.ge .ge .ge ~.ge 13899.ge 465.63 .ge 465.98 9.96 4.69 4441.99 4371.72 3495~,69~ 1N.g~ .da .N 439.3~ 94~.H 462.68 .9~ ~2.93 6.63 4.37 3259.46 3164.~C 3~9S~.geE IfS.BE .ge .ge 469.35 14999.EE 463.79 .ge 46~.~6 11.4~ 5.61 ~95.28 ~.33 ~.~ 1~.95 .~ .~ 439.~ ~.~ ~5.83 .~ ~.~ 17.39 6.66 ~69.22 6681.42 34855.Ege 5gB.ge .ge .ge 439.39 94ge.ge 462.57 .ge 462.93 9.32 4.49 3131.52 3576.31 34955.geE 59~.ge .ge .ge 469.35 13299.ge 463.35 .~ 463.65 11.63 5.68 42~.91 3837.95 ~859.eee 5gE.H .gE .~E 439.35 14955.99 463.63 .gE /463.9~ 12.68 5.27 4722.58 ~184.99 ~859.geg 5ge.ge .~ .~ 439.~ ~2ge.~ ~5.~ .~ ~6.~ ~.76 7.16 8991.14 7~.48 3~265.Ege 7ge.ge .ge .6~ 436.9~ 9~6.ge 461.62 .ge 462.21 11.6~* 5.59 3~65.97 2732.33 $4265.Ege 7ge.ge .ge .~ 468.65 132~E.ge 462.76 .ge 463.52 g.7E 5.33 611~.51 4237.48 ~26~.Bge 7~.ge .~ .~ 468.ge 146ge.ge ~3.68 .~ ~3.39 8.~ 5.29 7311.76 4976.57 ~2~.gge 7~.~ .~ .~ 496.ge ~9.ge ~.89 .~ ~5.11 15.73 6.21 1~6.~6 11951.5~ 3697~.MI8 56978.MIg I 84/s~/86 g7:81:12 .U .MI 446.MI 15686.88 466.83 ,MI ~4~.MI 56288.88 466.94 486.27 489.38 18.45 15.62 4.91 4862,74 4626.57 6.5~ 9389.43 98~9.94 PAGE 19 S[CNO )Q. CH ELTRD ELLC EUAIN Q C~L C~I~tS EG I~KNS VCH AREA .ElK 59498.688 58498.g68 39498.N8 58498.808 247~1.MI 2476.1~ 1118.88 1116.68 1116.86 1116.MI 735~.MI 7358.MI 735~.MI 735~.MI 335~.68 33M.U 335~.EE 2OMI,MI 2988.88 ~MI.MI 2248.MI 224~.EE 22~.M l$5g,Mi 1358.MI 39546.MI6 39546.MIE 395~E,MI8 39646.MI8 .MI .MI .MI .gE .M .MI .MI .gE .lie 16 46658.868 46656.MI8 46658.8MI .MI 4~2.ee 1Miee.ee 466.31 .MI 442.MI 13Mg.MI 4~7.57 .MI 442.MI 156~.BB 468.85 .MI ,4,42.eB 5~2MI.MI 471.59 .MI 442.MI 1MIMI.MI 466.52 .MI 442.MI 136MI.MI 487.77 .MI 442.MI 15GEE.MI 468.25 .MI M2.MI ~62MI.MI 471.65 .MI 442.MI 9gEE.MI 466.46 .MI ~A2.MI 13788.EE 467.73 .MI 442.88 154MI.88 468.22 .MI 442.88 362~8.MI 471.68 .MI 448.86 6688.MI 487.19 .MI 446.~ 91Mi.89 468.42 .88 446.ee le2ee. M 468.92 .MI 446.EE 5G2MI.EE 472.82 .MI 445.M 5~.ee 469.94 .MI 445.6~ MI~.MI 478.54 · ~ 445.69 MIMI.MI 478 . 89 · ge 445.69 $6288.MI 476.26 446.~ 4EMI.MI 489.84 446.59 7~i~ .MI 471.41 448,5~ 9468.MI 472.98 448.5~ 562N.MI 477.53 .gg 446,fe 4MIe.ee 478.13 .1~ 448.gE 7Mie .MI 471.87 .MI 446 .MI 94MI .MI 472.63 .MI 446.MI 562MI JE 477.96 .MI 452.46 46MI.MI 479.4~ .MI 452.~ 7MIE.EE 472.38 .ge 452.48 9466.0G 473.29 .MI 452.49 $62~e.88 478,45 .MI 4Ag.ge 7MI8.g~ 473.5~ .MI Mg.MI 8488.gg 474.51 .MI 449.88 3G2MI.MI 479.54 48888.888 48MIG.MI8 46~8.gMi .MI .MI .MI .MI .MI .MI .MI .MI ,MI .MI .MI .MI .ge .MI .MI .MI .ge .MI 5135~.8MI 51358.888 51358.MI8 51358.6MI 466.63 467.92 472.13 466.67 467.97 468.46 472.19 468.75 486.83 488.52 472.24 467,26 4868.59 469.69 473.33 469.11 479.42 478.97 48g.gg 471.46 472.16 477.62 478.18 471.97 472.74 478.81 479.67 472.88 473.78 478.68 471.32 473.81 474.89 479.58 53358.MI8 6.79 7.56 7.93 11.29 4.85 5.12 5.68 lg.26 5.96 6.49 6.66 9.29 3.52 3.~ 3.79 lg.98 2.29 2.46 2.66 3.55 2.33 4.24 4.65 3.31 .96 1.66 6.86 9.68 16.41 7.67 3.79 5.88 6.63 5.29 5559g. Mig 5559~.gM 56946,gMI 4.96 3192.65 3837.48 5.52 4281.6E 5616.86 5,76 4726.97 5541.26 7.82 8276.93 18773.56 3.29 3539.91 4971.31 3.75 4228.26 6699.67 5.96 45MI.36 6592.67 6.36 6658.14 113E4.E2 4.68 3313.94 4654.53 5.15 ,4~2g.3g 5377.67 5.32 4887,43 5968.82 7.15 8~87.71 11674.73 3.61 2777.36 3515,65 3.92 36~4.21 4696.99 4.81 4259.15 5237.23 7.75 7892,47 16926.94 2.77 3789.26 3581.~3 3.86 5677.61 5159.34 3.22 6517,76 6889.94 4.47 15~47.59 19218.65 2.99 23~9.99 2626.19 2.59 4171.73 3396.19 2.57 5169.95 4356.88 3.17 1695~.97 19892.78 2.ce 2481.98 4679.61 2.81 4693,14 5~38.53 3.26 5441.75 6476,49 3.31 25889.35 29636.96 5.65 1E37.85 1622.5~ 5.38 1961.31 2227.43 5.77 3147.12 2913.84 6.15 13177.84 12991.65 4.57 2269.76 2987.82 5.85 8411.85 3649.8~ 5.55 14885.67 15748,96 ~4/35/86 It7:ii1:12 D(~TC~ CR£L~. TEXAS 5~V4~¥ PRINT0~' TABLE 15il PAGE 28 SE(NO Q OaSEL 1SSge.ge 2?1ge.ge 595ge.ge 1844~Jge 162ge.lie 18~,ilJilil 2~6ge.ge 18~ii.ilge 56298.ge 1933ii.ge6 12898.ge 19356.$ge 182ii6.ge 1933~.geE 2~6ge.ge 1933ii.~ii 36298.ge 19938.ge~ 128ge.ilil 1993ii.geil 18Zilil.ge 19936.Bge 562lOll.ge 2156ilJge 126ge.ge 2156ilJge 18298.ge 2158ilJge 2~6ge.ge 2156ii.ilge 36298.ge 2237ii.geil 12898.ge 2237n.geil 18298.ge 223M.geil 2~6ge.ge 223M.geil 5G2ge.ge 23898.geil 12898.ge 238ge.geil 18298.ge 2389e.geil 2~6ge.ge 23898.g86 56298.ge 247~.geg 2~6~il.~il 247~.!M 562g~.11 2~53n.geil 18298.ge 2553ii.geil 2Kge.ge 2553~.~ge 3~298. Il6 ~.83 ~6.53 4~8 .~5 4~9.ii2 4~9.5~ 451.39 4~8.86 ~g. B1 451.72 456.4~ 452.87 456.93 451.49 451.75 453.15 451.74 452.46 452.73 454.22 452.94 453.ii3 453.~ 494.75 453.35 453.99 454.23 455.56 454.77 455.~3 456.33 DIFI4~P .U 1.M .62 1.69 .97 .53 .ge .75 1.7il .ge .74 .ge .66 .26 1.4il .71 .26 1.AB .69 .27 .25 1.3] .67 .25 DIF'&4SX 3.22 2.49 2.39 2.55 .61 .59 .47 .33 .49 .47 .43 .35 1.49 .91 .97 1 .il7 .M .57 .57 .53 .96 .76 .79 .79 .77 .nil .nil .H .ilil .ilil .nil .nil .ge .ge .N .H .ge .ge .ge .ge TOPNID 7871.67 7616.94 7755.ge 4065.8~ 4365.85 4527.42 4271.73 4941.17 5268.26 5898.73 4B23.M 4961.87 ,5672.8ii 2977.73 3273.15 4449.ge 4159.69 4362.24 ~2.46 43ii3.56 4638.32 5361.59 3391.97 5765.16 4148.24 4972.96 3165.99 3519.37 $694.87 3914.86 .lie .ge .ge .ge 58M.M 588ii.ge 6gE.ge 163il.ge 163ii.ge 163il.ge 163il.ge 81il.ge 81il.ge 91il.ge 61n.ge ge6.66 9ge.gE 83il.ge 16 I ~,/'$e/86 PAGE 21 2887ig.ig66 5B57ig.66E 5057li.66ili $2266.66li 32266.66li 322~li.IMig 32231i.ig~lig 3223f.M~ 3223g.m 3225E .lilili 162~li.igig 128~.66 2g666.M 562gig.66 21366.66 3G2~.66 133~li.66 213~ig.66 562~.66 21~ig.66 13~ig .lie 18966.66 ~6266.liig 13299.66 ~62~ig.66 45~.96 455.71 45~.66 457.41 455.96 456.88 458.2~ 457.14 468.igl 458.3ig 459.65 456.27 459.38 4G~.71 459.89 46ig.17 461.5~ 459.89 46~.72 4~.99 462.25 46~.75 461.55 463.ig7 469.63 461.57 461.52 4~1.62 ~63.29 462.11 462.43 463.51 DIFT~P .74 .28 1.32 .87 1,35 .83 .26 1.33 .62 .28 1.37 .63 1.27 .66 .26 1.26 .23 1.45 .igig 1.47 .66 .32 1 .lit DI~JSX .66 .97 1.66 .gig .69 .88 .7g 1.26 1.41 1.42 1.45 1.13 1 .ig9 1.66 1 .li6 .79 .79 .83 .83 .62 .86 .63 .82 .82 -.12 -.21 -.24 .16 .26 ,27 .42 .59 .61 .21 .H .66 .gig .66 .66 .fig 3~71.95 3278.93 4~G2.57 2292.37 2~51.99 2749.2.~ 3245.4~ 2243.88 2931.68 ~14.12 3317,28 ~2~.19 3292.37 $$3ig.62 3513.53 ~628.43 4135.31 Mt37.19 2635.93 4299.59 45E7.eg 469li. 56 5596.27 416E.39 615.89 2278.38 5646.32 924.5ig 2237.16 2473.47 3765.4~ 3~.71 395~.37 4283.47 1~ig.66 125~.66 125li.66 79li.66 796.66 7~ff.66 748.66 74e.igig 748.66 748.66 926.igig 9~.eE 56.66 1.66 1.66 1.66 1 -- ~,,/3~/66 ~7:$1:12 pAGE 22 SECNO Q C~$EL DUcMSX DIFI~S TOPt4ID 32355.885 9488.gE 461.95 .88 -.68 .88 22~7.27 55.gE 323m5.ggE 132~.88 ~2.~ .~ -.g7 .88 5127.92 55.88 323~.~ 14~.gE ~2.37 .33 -.97 .~ 3183.39 55.gE 32~.~ ~.gE ~3.~ 1.~ -.14 .88 3359.62 55.ge 32725.g66 9~.ge 461.4g .ge .54 .gE 3268.55 426.66 32725.~ 132~.gE ~2.~ .97 .33 .~ 3395.69 429.88 32725.gE~ 14~.~ ~2.66 .32 .31 .gE ~1.~ 4~.gE 32725.~g ~.gE ~.12 1.~ .76 .gE 3798.93 ~.88 3~.,7m.88m 9~m.gE 461.67 .gE .16 .gE 3731.76 325.gE 3~Tm.gEm 13296.88 462.59 .93 .12 .~ 3976.35 325.gE 3~7~.88d 14995.88 ~2.91 .31 .11 .~ ~37.85 325.88 ~7~.88~ 3B~.gE ~.~ 1.~ .19 .~ 42~.29 325.88 5426m.88m gagE.gE 461.82 .gE .15 .gE z973.12 79m.88 5426m.88m 15296.gE 462.76 .g~ .16 .gE 5689.66 79m.88 5426m.88m 14988.88 463.68 .~2 .17 .~ ~B6.85 79~.88 M~6.GgE ~296.88 ~.89 1.61 .52 .~ ~22.52 79~.88 3~85m.88m 94gE.gE 462.57 .gE .75 .88 1227.m3 596.88 3465m.886 13288.gE 463.35 .78 .59 .88 1667.32 5gE.gE 5485m.88m 149~.gE 463.63 .~ .~ .~ ~732.55 59~.88 ~85B.B88 ~2~.~ ~5.56 1.93 .67 .gE 2~9.46 599.88 ~gsm.gEm 9496.88 462.68 .gE .11 .gE 126m.29 lgE.88 34956.EgE 137Jm.gE 463.5~ .62 .15 .~ 1719.16 l~.gE ~gs~.gE~ 149gE.~ ~3.79 .~ .16 .gE 1749.32 lgE.88 ~g~.~e ~.88 ~5.63 2.~ .27 .~ ~1.91 lgE.~ 5697m.m88 lg688.88 46a.5~. .88 1.86 .88 65~,.5~ 2~2m.88 3697m.886 13888.gE 465.63 1.1m 2.14 .gE lm12.46 2~2m.gE 3697m.egE 3626m.gE ~8.9~ 2.91 3.11 .gE 1671.35 2glZg.gE 394*g.gge 1N~g.M 48G.31 .88 1.79 .M 812.13 2479.99 $944~.l~9 13696.gE ~67.57 1.26 1.9~ .88 911.38 247~.88 3~.~e 15695.gE ~6.ES .~ 2.E3 .~ ~.29 2476.gE 3~.~E ~.gE 471.59 3.~ 2.~ .M 1839.61 247g.gE $9a9~.889 1~.88 466.52 .gE .21 .gE 529.35 5m.88 3gagEJgE 13896.gE 467.77 1.25 .26 .gE 569.4m Sm.88 39496.666 156gE.88 468.25 .47 .19 .88 579.gE 5~.88 471.95 $.41 .66 .U 688.53 55.86 94.,~/99 87:81:12 SECNO Q Ci4SEL DIFkEP DIF'~SX DIPK~S TOPi4ZD XLCH 4~656.g~6 66~.99 4~7.1g .gg .64 .~ 755.32 1118.66 4~656.966 9198.~6 468.42 1.55 .69 .~ 6~.95 1119.~ ~5~.~ 1~2~.~ ~.92 .~ .7~ .~ 853.8~ 111~.~ ~6~.~B~ ~.~B 472.82 3.~ 1.52 .~ 1~22.79 111~.~ 469.84 .~ 1.94 .66 1379.52 7556.66 476.54 1.31 1.92 .~ 1585.~ 735e.e~ 47~.89 .55 1.97 .g~ 1557.83 7356,66 476.28 5.39 3.~ .66 1777.44 7356.66 51356.~g NI66.96 469.9~ .~ .89 .~6 796.69 3355.66 51356.866 7~i6.66 471.41 1.56 1.67 .66 1396.88 3356.66 51356.~6 94~6.86 472.$8 .67 1.19 .~ 14~5.72 3355.86 5135~.f~ 562~6.g6 477.53 5.44 1.25 .~ 2457.23 335~.~ 478.15 .ge .29 .66 421.45 2~86.88 471.97 1.74 .46 .gE 1425.55 2~65.66 472.63 .~ *~ .~ 2~,~ ~gB.gg 4~.~ 5.32 .42 .~ 4231.52 ~9.ee b-55MI.665 4~.69 476.44 .66 .31 .86 89.54 55599.896 7W.66 472.38 1.94 .5~ .Sg 1179.36 65599,665 549~.65 473.29 .91 .66 .~6 1421.33 55596.6~8 362fi~.66 478.45 5.16 .56 .65 2366.39 ,56946.~5 49~6.1~ 471.14 .1~ .7~ .f~ 173.93 135~.99 5694~.669 7~.8~ 473.54 2.4.9 1.16 .l~ 889.27 135~.66 569~6.66~ 54g9-~ 474.51 .97 1.23 .f~ 1491.62 1356.66 ,56946.f~6 ~6298.g6 479.54 4.62 .99 .fl 2586.48 1356.66 1 94/~6/86 87:81:12 PAGE 23 PAGE 24 -- ~ OF ERRORS M~ SPECZN. NOTES I ~,/~/96 87:91:12 PAGE 25 22 FLOOD [NSLIRAM~ Z~I~ DATA FOR {:~qTGN CREEK, TEX~S FLOO0 HAZARD FACTOR FOR ENTIRE REACH USIN~ SECTIONS 1656.2~6 l. -2.32 -.62 1.69 19939.96~ 7436. -1.99 -.36 1.65 21569.696 9966. -.92 -.26 1.4~ 22379.996 667~. -.gg -.28 1.48 25699.969 11396. -.96 -.27 1.45 24786.~66 12299, -.68 -.25 1.35 25539.996 1393~. -.92 -.25 1.38 28876.189 1637~. -1.16 -.29 1,35 3g~.~g 27g41. -1.76 -.49 3.56 ~666.988 35561. -1.65 -.55 5.39 51559.g0e 56651. -2.~ -.67 5.~ i~I~ATED AV6 FOR REACH -1.6~ -.~8 3.J~9 PAG~ 26 23 CO~INUOIJS FLO[30 HAZARD FACTDRS BY EV~ INCRE:I~NTS ]NC TOTAL AV6 ELEVATION DATA k/TD. P~RCENT NC. LENGTH 1II 1 DIFF. AVG. FHF UITHIN 246. 444.9~ 4z~7.2i~ -2.5B -2.$~ E25 492. ~5.~ ~7.~B -2.27 -2.29 g25 756. ~5.17 ~7.~ -2.2~ -2.27 PABE 27 55 $6 57 56 39 4~ 41 42 43 44 45 46 47 48 49 5~ 51 52 53 55 56 57 58 59 6~ 61 62 63 6~ 65 66 67 68 69 72 75 74 75 76 6615. 6856. 9~68. 9102. 8546. 967R. 1~,886. 18824. 11g7E. 11316. 11~. 1~. 12792. 132~. 13776. 450.31 451.29 45~.53 451.49 45(I.76 451.69 451.62 451.95 451.29 452.25 451.57 452.55 451,77 452.76 4~1.88 452.87 451.99 452.97 452.69 453.86 452..2~ 453.16 1~22. 14269. 14335. 14514. 1476~. 15~56. 15252. 15498. 1559~. 1574~. 1599~. 16236. 16576. 16462, 16728, 16974. 1711~1. 1722B. 17712. 1M7~. 16696. 157~. 18942. 452.35 453.26 452.5~ 453.45 452.77 453.70 455J5 453.96 453.31 454.21 453.55 45~.45 455.78 454.68 454.88 454.91 454.19 455.12 454.55 455.51 45~.52 455.49 454.66 455.67 454.6~ 455,66 455.81 456J4 455.18 456.21 455.]6 456.59 455.5~ 456.56 455.71 456.73 455.97 456.99 456.33 457.59 456.72 457.64 457.12 458,26 457.55 458.64 457.87 459.05 456.21 459.32 458.46 459.57 458.67 459.77 458.87 459.98 459,16 ~160.21 459.39 46~.49 459.75 46~.79 459.97 461.~6 -.98 -1.66 015 69. -.96 -1.6~ 615 6~. SEC. 21565.666 -.93 -1.65 115 65. -.93 -1.61 515 63. -.96 -1,59 515 62. -.98 -1,58 615 SEC. 22376.505 -.99 -1.56 815 61. -.99 -1.55 615 57. -.98 -1.53 815 58. -.97 -1.52 615 57. -.96 -1,51 615 53. SEC. 23655.585 -.96 -1.5~ I15 54. -.95 -1.49 I15 57. -;93 -1.47 I15 63. -,91 -1.46 015 69, SEC. 24768.555 -,9~ -1,45 615 75. -.9~ -1.~ 615 67. -.9~ -1.45 615 71. SEC. 25535.555 -.91 -1.42 615 -.93 -1,41 815 72. -.96 -1.46 515 78. -.97 -1.45 615 79. -.99 -1.39 615 79. -1.62 -1.~8 ~15 78. -1.63 -1,36 615 76, -1.63 -1.37 115 78. -1.63 -1.~6 615 79. -1,52 -1.56 515 79. -1.62 -1.35 615 79. SEC. -1.52 -1.35 515 65. -1.66 -1.~ 915 78. -1.12 -1.~4 515 79. SEC. -1.14 -1.~ 915 79. -1,14 -1.33 615 79. -1.13 -1.33 615 SEC. 29619J!5 -1.11 -1.33 915 85. -1.11 -1.3~ 815 -1.19 -1.52 915 61. -1.11 -1.32 915 61. SEC, }!571,11l -1.11 -1.52 615 61. -1.16 -1.51 615 -1,89 -1.51 915 69. SEC. $1255J5~ -1.69 -1.51 615 25 ~/38/B5 87:81:12 PAGE 28 78 19168. 4~.21 461.29 -1.89 -1.5g 815 91. 79 194~. 46~.45 461.$1 -1.88 -1.59 g15 91. 19658. S~C. 8~ 1~8~. ~E.61 ~1.~ -1.g3 -1.3~ g15 61. 197~. ~C. 32~.~EE 1975~. ~C. 3223~.~ 19~1. ~C. 322~.M~ 1~. ~C. 61 1~26. ~.91 ~2,96 -1,15 -1.~ g15 ~1. ~226. ~C. 83 ~18. ~1,~ ~2.69 -1.~ -1,~ ~6. ~C. 33145.M~ ~ ~. ~1.~ ~2.77 -1.29 -1.3~ J15 ~2. B5 ~91~, ~1,57 ~2.~ -1,27 -1.~ ~15 82. ~971. ~C. 66 21156. ~1,67 ~2,92 -1.~ -1.~ ~15 63, 87 21~2. ~1.72 ~2.97 -1.~ -1,~ g15 63, 68 21~6. ~1.77 ~3.B3 -1.26 -1.29 g15 63. 21761, ~C. ~2M.B8~ ~ 221~. ~2.14 ~3,3~ -1.17 -1.29 915 93. ~351, ~C. ~6~.~BB 91 ~386. ~2,45 ~3.~ -1,11 -1,~ ~451. ~C. ~95g.~ g2 ~632. ~2.73 ~3.~ -1.11 -1.~ ~15 93 ~78. ~2.~ ~.13 -1.17 -1.29 ~15 ~ 2312~. ~3.18 ~.~ -1.~ -1.29 95 2337e. ~3.,1 ~.G? -1.~ -1.29 ~15 ~ 2~16. ~3.~ ~.~ -1.3~ -1.29 g15 97 23862. ~3.B6 ~.22 -1.~ -1.29 ~15 85. 98 2~1~8. ~.E9 ~5.~9 -1.~ -1.29 ~15 85. 1M 2~d. ~-~ ~6.B1 -1.~ -1.~ ~15 85. 1~1 2~G. ~.72 ~6.23 -1.51 -1.29 ~15 1J2 ~92. ~.89 ~.~3 -1.~ -1.~ E15 85. 1~3 ~338. ~5.~7 ~.~ -1.57 -1.3~ J15 85. 1~ ~5~. ~5.25 ~6.~ -1.59 -1.~ f15 1~ ~65~. ~5.42 ~7.~ -1.62 -1.51 ~15 1~7 ~. ~.78 ~7.~ -1.~ -1.51 ~15 96. 1~6 ~568. ~.96 ~7.~ -1.68 -1.]2 ~15 67. 1~9 ~614. ~6.15 ~7.65 -1.72 -1.]2 ~15 67. ~1. ~C. ~99~. ~C. 27~. ~C. 11~ 27~. ~.55 ~8.99 -1.74 -1.52 E15 87. ~2 2~S2. ~.~ ~e.47 -~.79 -~.~ ~5 115 277~. ~.82 ~.62 -1.8~ -1.55 g15 114 ~. ~.~ ~.78 -1.62 -1.M ~15 28151. 115 28298. 467.86 I B4./36/66 67:81:12 SEC. 4B658.EEE 468.91 -1.85 -1.~4 ~15 68. PAGE 29 116 28555. 457.16 468.99 -1.63 -1.35 815 69. 117 29762. 467.25 469.e6 -1.63 -1.35 e15 69. 118 29~28. 467.29 469.13 -1.64 -1.36 ~15 99. 119 29274. 467.36 469.19 -1,63 -1.36 g15 69. 12~ 2952(I. 467.42 469.26 -1.6~ -1.36 615 69. 121 29765. 467.49 469.32 -1.63 -1.37 B15 89. 122 ~12. 467.55 469,39 -1.8~ -1,37 B15 69. 123 ~1258. 467.62 469.45 -1.63 -1.39 615 89. 125 ~756. 467.75 469.59 -1.8~ -1.38 ff15 96. 127 31242. 467.66 469.72 -1.84 -1.39 ~15 91. 128 31488. 467,94 459.78 -1.8~ -1.39 B15 91. 129 31734. 468.B1 469.85 -1.84 -1.4B B15 91. 136 31986. 468.~7 469.92 -1.65 -1.46 B15 91. 131 32226. 466.14 469.98 -1.8~ -1.4~ B15 91. 132 32472. 468.2~ ATB,~$ -1.65 -1.41 615 69. 133 32718. 468.27 478.11 -1.84 -1.41 ~15 89. 13~ 32964. 466.33 478.16 -1.65 -1.41 615 89. 135 33218. 468.4~ 478.25 -1.85 -1,42 615 68. 137 33782. 468.33 47~.38 -1.65 -1.42 B13 86. 138 339~8. 468.59 47B.44 -1.85 -1,43 ~15 68. 139 ~19~. 468.66 47B.51 -1.85 -1.43 ~15 68. 14~ ~4Atl. 468.72 47~.57 -1,85 -1.43 815 89. 141 34696. 468.76 47~.64 -1.85 -1.44 615 85. 142 ~4932. 468.85 47~,71 -1.86 -1.44 ~15 143 35178. 4~8.92 47~,77 -1.65 -1.44 ~15 86. 14~ 35424. 468.98 47B.84 -1.86 -1.44 B15 66. 35561. SEC. 46688.688 145 ~5676. 469.85 478.91 -1.86 -1,45 E15 67. 146 35916. 469.11 471.B6 -1.89 -1.45 ~15 ~7. 148 $6488. 469,23 471.17 -1.94 -1.46 ~15 66. 148 36854. 466.28 471.26 -1.98 -1.46 ~15 86. 165 ~986. 469.~4 471.35 -2,~1 -1.46 ~15 65. 151 37145. 469.4~ 471,43 -2.~3 -1.47 ~15 61. 152 37392. 469.46 471.52 -2.~G -1,47 ~15 61. 163 37638. 469.52 471.61 -2.~9 -1.~8 ~15 155 3815~. 469.64 471.78 -2,14 -1.48 ~15 79. 156 38376. 469.7B 471.67 -2.17 -1.49 ~15 77. 157 ~8G22. ~g.7s 471.96 -2.21 -1.49 m15 $6851. SEC. 156 $9666. 469,61 472.65 -2.24 -1.5~ ~15 74. 169 $9114. 469.66 472.12 -2.26 -1.5B 615 74. 166 3636~. 469.89 472.19 -2.5g -1.51 B15 73. 161 36E~6, 469.93 472.26 -2.35 -1.51 ~15 73. 162 39852, 469.97 472.32 -2.35 -1.52 ~15 75. 27 165 4g~g$, 475.68 A72.59 -2.59 -1.52 615 72. 164 46~44. 476.~ 472.46 -2.A2 -1.55 615 76. 165 4~595. 476.67 472.52 -2.45 -1.55 615 78. -- 166 4~836. 476.11 472.59 -2.48 -1.5~ 615 66. PAGE 167 41662. 476.14 472.66 -2.52 -1.55 615 66. 168 41526. 476.16 472.75 -2.55 -1o55 615 65. 169 41574. 476.21 472.56 -2.59 -1.56 615 66. 176 41826. 476.25 472.66 -2.65 -1.56 615 66. 171 42666. 476.28 472.95 -2.67 -1.57 615 64. 172 42512. 47g.52 475.62 -2.76 -1.58 615 6~. 175 42558. 476.55 475.16 -2.75 -1.58 615 174 426~. 476.58 475.17 -2.79 -1.59 615 65. 175 45656. 476.42 475.24 -2.62 -1.66 615 61. 43991. SEC. 55596.686 176 45296. 476.49 475.58 -2.89 -1.61 815 6~. 177 455~2. 476.61 475.59 -2.98 -1.61 615 59. 176 45788. 476.74 475.61 -5.67 -1.62 615 56. 179 4~. 476.67 474.65 -5.16 -1.65 615 55. 18~ 4~,296. 471.66 474.26 -5.26 -1.6~ 615 5~. 4~1. SEC. l~IS REACH CAN BE SU~DIVIOED BY INC NO. TO F~ET FIA REi~JIREI~ INPUT 2~d k~RE N Z$ THE NL~ER OF REACHES AM~ THEN INPUT THE E~ OF EAC~ REACN BY 1NC NO. FOR EXANPLE ~12 152 156 A I~GATIVE ]NO NO. WILL SUPPRESS INTEI~DIATE ]NC OUTPUT. CO~[TINUOUS FLO00 HAZARD FACTORS BY EVEN INCREMENTS ~NC TOTAL I,E~GHTED AVG D~FFERENOE NO. LENGTH BETNEEN BASE FLOOD 16 2 6.2 152 57592. -1.47 -.42 2.58 FI~ FOR REACH 1 - 615 WITH 61. PERCE~T OF THE REACH WITHIN .5 FEET Z(~ FOR TI~ REACH - A 5 18~ ~28~. -2.55 -.78 5.28 FHF FOR REACH 2 ' 625 WITH 166. PERC[NT OF 'THE REACH WITHIN 1.6 FEET Zg~ FOR Ti'[ RF..ACH - A 5 64/5~/66 67:68:57 PAGE 1 26 -- HEC2 REL~ DATED NOV 76 UPDATED ~Y 1984 ERROR CGRR - I~1,B2,~1~,~1,~15,1~6 /~O01FICATI(~N - e~,$1,52,53,5~,55,56 IBI~-PC~XT VERSI(2N 29 APPENDIX 3 DENTON CREEK COPPELL, TEXAS EXISTING CONDITIONS COMPUTER MODELS c. HEC-2 Model Historic Discharges U.S, ~ CORPS OF ENGINEERS THE HYDROLOGIC ENGINEERING CENTER 6f9 SECOND STREET, SUITE D I~/~f/86 ~7:56:fB X X XXXXXXX X)O00( X X X X X X X X X X~OOOO<X XX](X X X X X X X X X X X X X XX~(XXX 30<~0( X X X XXXXX X X PAGE 1 IBM-PC-XT VERSION THIS RUN EXECUTED ~/3f/86 B7:56:Eg HVINS Q WSEL FQ Bf. &31.52f ,15 LPRNT P&IqSEC .~ff .BBB .fff =====~'.~REQUESTED SECTI(~N Ng~BERS* (~O~S ~IrCTION ON ELI~ FOI~ UP~TREAH OF COdFLLIENC[ 14ITH [~NTON CREEK ~/66 97:~:98 PA~ NC .~55 .S55 .g45 .1Se lei 5.g9B .SSg 225~.M~ .gee 54BB.NIB .~45 NC .g55 .S55 J45 .EEB ,~88 .~6~ .MB .gee .eBB 28478.eee 28458.~ee .eBB .e~B 5585.$88 .S55 6?eS.BBB .SSS 58es.BBB .1#~ .gee .BBB 447.eBB 2258.896 ~le.eeB 275~.9~e 446.B~ 5258.M~ ~.BBff 5515,~ ~B.B~ 5525.B~ ~7.B~ S5GB.BB~ 451.~B~ 5585.M~ 45B.B~8 6258.ffB~ 452.EB~ 4~.~Bff 694~.M~ 4G~.B~9 7~B.B~8 6R 45~.NB IIM.M~ 456.88ff lff58.M8 448.M~ 1976.9M 447.6M 17,SB.88E 4~7.Eff8 2219.9~B GR 45gJN S49E.BN 5~1 .NE 5GTE .NB 452.NE 575,g. EN 455.NE 579E.EN 452.NE 582E.N~ ~ 4~.N~ ~6~,N~ ~5.~ ~7~.~ ~.~ ~8~.N~ 431 .TN 5897.N~ ~.N~ 5915.N~ ~ 453.N~ 5965.N~ 453.~g 59~ .~ 452 .g~ 6~5.N~ 451 .N~ 6315.N~ 459.N~ ~ ~9.6N 7E]5.N~ ~9.N9 7155.N6 4~JN 7165.gdg 455.Ng 7915.g~9 455.NE 82~5.N~ ~ ~ff.Nff 82Si.Nfl .N~ JN .N~ .NE .~E .N9 .fin DA.'dqI~BA~ (D.E.C.) CRO~S S[CTICW D.E.C. CRAGS SECTION NH 5.NE .BSE 15BE.NE .BGE 5275.NE .RS 546g. EN .N5 6~IE.NE .ESE NH 678B.EN .NE .BEg .BBB .NB .NB .BEg .gee .gN .BEg Xl 239~. ~'~9 51.~59 G61111. gg~l ~.~ 94~ .~5 ~.BBE 143~.B~ .~ .BBB .~ -- ~ ~5.~ lgg~.~ ~B.~ 111~.~ 457.~ 11~.g~ ~56.~ 12e~.~9~ 455.~e 1~.~ ~ 451 .~ 528g.g99 451 .EBE ssee.eee 452.~6e 5599.~9e 452 .~E 5759.999 453.9~ 57Ge. Ee~ D.E.C. CRO~S SECTION I ~/56/66 g7:56=~8 PAGE Xl 2471~.~9 51.~EE 5861~ .1~66 ~ ~5.~EE 1~.~ ~2.~E~ 11~.~9~ ~2.~ 11~.~ ~.B~ 123~.999 ~E.~ 13~.~ ~ 457.6ee 141~.geg 455.eee ~ ~.~9 51~.699 433.999 5155.~ FERA CR{:~S SECTION 451 .~ ~6ee.eee 451 .~e 17ee.~e 45~.~e 1see.cee 452.7B9 19ee.eee 4~,799 ~6.~9 453.89~ ~9~.gg~ 453.~E 31~.~9 453.39~ 3299.g9~ FE~, CRO~ SECTI(]N -- Xl 26~8E.~ 48.~ 27~.g~! 2941.~ 75~.~EE I~,U~ 125E.~E~ .~ .~g~ ~ ~,1~ 14~.~ 459.9~ 15~e.~ 459.2~ 1~.~ 458.~ 1659.~ 457.1~ 17~.~ ~ ~ ~55.6ee l~e.eee ~53.1ee l~.eee ,53.5ee ~ee.~e 455.see 2~ee.eee ~56.3ee 22ce.cee ~ 455.~ee 2see.cee ,55.8ee 2~ee.eee ~56.6ee 2see.eec ~57.68e 26ee.eee 457.799 1 ~9/86 ~7:56:e6 PA~ 5 ~T 7.~ 125.~ 168E.~B 459~,9~8 7838.~E FEI~ C~OSS ~CTICN 1376E.~SE 1973E.ggE 27~3~.~ .g99 NC .~55 .~55 .~5 .1~ .3~ .gEE .~EE .~E .UE Xl 2961ff.g~g 49.889 2296.~6 24z~.EEB 7M.6M M~.M~ 74~.99~ .i~9 .gffff -- Xl 2867E.EE9 27.~M 2SBE.EEE 267E.99E 5~E.EOe 9~$.~EE 7gE.eE~ .gEE .99~ .Efl9 ~ 47g.gE~ 9EE.0g~ 4GE.BEE 1495.999 45B.EEE 1695,i1~ 456.E~E 179E.~ 454.~9~ 195~,~ ~ ~57.~e ~2e.eee 4~.7~ ~Be.eee ~37.6ee 2see.eec 436.eee 263J.lE~ 451.5ee 267e.eee ~R 457.4~ 58~,~55 457.3~ 59~.~5~ 457,5~5 ~55.~55 457,~5 41~.55~ 455.6~ FE~ C~(~S S~C'fIO~ FERk C~OSS ~ ~ ~e.eee 58ee.ge ~e.eee 59ee.eee 4Ge.Bee 6eee.eee ~Ee.~ee 61~.Eee 46e.5~ 62ce.cee I~ 6.ME .~55 16g~l.EEE .g55 32gJg .gee 54~E.g~ .g46 3525.gE .555 BT 2.gee 339e,ege 465.gee ~63.gee 3552.gee 465.ege 463.ege .gee .gee .gee ~ 437.~E ~75.gge ~.~E ~.~ ~7.~ 3516.~ ~g.gge 35~.9ge ~5,geE 3552.ge~ ~ ~ ~.5ge ~58.~ ~2.e~d 3~.ege ~9.Sge 413g.99~ ~1.g99 4235.999 458.9E~ 4236.~ ~ ~1.596 ~3g.gge ~1,~9 47~.Bg~ ~2.ege ~.gge ~2,gge ~ge.ge~ ~.999 589~.~9~ ~ ~7.8ge ~ge.ge9 472.9ge 626E.ge6 .~ge .~ .g99 .ege .ege .ge6 ~9/86 gT:56:g8 PAGE 7 Xl 3223lO.gee .age .~e .gee 5~.i~ge r'a. gee 5~.ege ,gee ,gee .9ge X2 .gee .gee .gee .~e .gee .~ 1 .~ge .~e .oee .gee ~T 7.ege 9~.~e 11~.gee 32Se.eeC 551e.geE 9~ge.gee f~ 6,gee .ese l~e.gee .ess 3~e.ege .~e ~ ~7~,eee .es~ 618e.ege .~ .~e .gee .gee .gge .Beg .gee .~B .Beg .gge M~ 6.gee .~-~ gee.gee ,g55 175~.ge~ ,gGB 211e,Bge .~5 2325.gee .g55 ~ R. DAVIS (J.R.D.) CRQ~ S~TI(~ ~ ~ ~I.~BE 3369.BB~ ~2.~ ~BB.BEE ~l.~g 377/.B~ ~2.BB~ 3glO.egg ~3.~ ~ 6.~B~ .B5B 325.BBB .i955 1586.BBB .~6B 174B.BBB .~5 215B.BBi .BS5 NH 5845.~ .e5~ 42SE.BBB .~ .l~B .~B~ .BBB .B~ .Bg~ .BBB GR 4~I.BBE 2~25.B~B 436.~BB 2~3B.BBB 43B.2BB 2~B.BE~ 439.BB~ 2~5~.B~ ~.9BB 2953.gg~ ~ 4~.Oe ~Bl.~e 457.~B ~89.eee 457.~8 36~.gee 458.eee 3792.6EB 459.BB~ 371B.eee ~ ~.gBB 3625.BB~ ~lJBB 3~B.BBB ~2.BBB 385e.BBB ~3.gEE 3965.BB~ ~.BBB 3875.BB~ I~ 6.~BB .~59 177.B~ .~55 1449.B~B .~6B 1752.~ .1~5 196B.BBB NH 3865.1MB .~5B 4~B.~B! .~ .~B .gee .~BB .i&e~ .~B J.R.D. C~(~ SECTION Bt ~3,~g 1752.BBB 462.BBB 1779.g~J 461.~BB 1769.~B~ 46~.BBB 1795.BBB 455.BB~ 161B.B8~ 6R 46~.m~ 364~.~ 461.m6 3865.~ 4~2.me 3888.~M 4~3.~e 3915.m6 46~.M~ 3935.~ NH 5.BBB .g55 125B.6~B ,B6B 136B.BBB .B,%5 1M3.me .B55 36z*B.BBB .BSB I~ 45BB.mB .mB .eBB .em .gm .eBB .eBB .eBB .BBB .eBB J.R.D. CRO~ .~CTICN ~ 4231.mB .eBB .BBB .gm .gm .mB .BBB .i~B .BBB .BBB J.R.D. CROSS I~ 6.gm .BSB 355.Bm .055 1BBS.mB .mB 131B.BBB .g45 152B.BBB .B55 I~ 3ZZB.mff .g5~ ~E.mE .tim .BBB .ggfJ .mE .OM .BBB .eBB J.R.D. ClaSS S~CTI~I f~4 6.BEe ,ESe 355.BEe .e55 1BE5.BED tr~ ]225.BEe .~Se 434e. BEe .BEe .Bee .~ge 1Fle. BEe .~5 152E.BEe .e55 .BEe .Bee .BEE .BEe .BEO QT 7.BEg 65.BED IE5e. BEE 299g.eBE 51BE.DBE ~1 6.BEe .~ge 12~B.BEe .ese 2155.BES ~ 39~.~S .~5B 497D.~ .BED .BeD FE~, ~C~S SECTZ(~N 865e. BEe 1264D.BED 176SE.BEe .BEe .BED .g6e 2eM.BEe .g4S SBGB.BBE .EGg lg Hi 495~.ee~ .g55 62ee.geg .~e .gee FEP~ CR(ISS .~CTICN QT 7.~E 79.99~ l~.~e 296B.e~ 498E.EEB 856~.ee~ NH 6.~ .~ lE59.gEE .~55 2BM.eM .955 I'~ 471~.i~ .~55 ~.g~ .gg~ .9~ .~ 477.B~6 ~.7~.~6~ 478.9gg 37£B.~ 463.BBB 391~.lBB 46~.gee 3965.BBE 45~.3BE 4155.EE~ 41.2.BBB 4183.BB~ 483.~g 5389.988 ~3.~E 55~.96~ .eM .eO~ .~ee .gee 5~.BBB .BBB .EBB .BBB 487.B~8 133B.EEB 487.BBB 153~.~B~ 46~.eB~ 22BB.~E8 477.EBB 2~Be.EEe 4e2.eee 538e.eee 4s2.eee 5~6e.eee 11 Xl 4~65B,$BB $2.BBB 47Se.Be8 4815.He 14~1.1~B 8~.eee 111~.~g JBB .~e .Be~ gR 5gl.996 1996.996 497.966 1299.996 491.596 1866,998 489.966 2499.998 499.299 27~.99~ ~ ~8.599 2959.998 ~9.99~ 524~.99~ ~7.899 375~.99~ ~,ff99 ~5e,eee 475,996 416~.e~ ~ ~8.~ 4329.99~ ~6.899 4599.996 ~5.999 ~.e99 ~5.599 ~36.996 ~,899 473~.99~ ~ 451.~e 4779.699 ~9.~s 4789.999 ~,999 ~9.999 ~9.g99 ~1~.99~ 457,899 48~5.9~e ~ ~5.998 ~6B.999 ~7.~B ~7~.998 ~.999 ~89.99~ ~5.~9 51~.999 471.996 517~.999 ~ ~2.~9 ~lB.~E ~.~B 55~.~6 ~3.699 5798.998 ~6.~ 5958.999 495.~ 61S9.998 ~ 497.~ 61~.998 4~.999 6~6.99B .~B .~B .~9 .~B .~B .99~ OT 7.1~96 ,~.gBff 625.666 1799.969 5856,1~6 5576.966 779ff. BBB 1BTB~.ffB~ .~ffff .ffB~ ~ 6.~B .~ l~.~ff J55 2SSB.ff99 .~5 2578.~ff .~5 2~5.998 .~6~ 48998.989 32.996 2379.886 24~5.996 5788.866 2986.886 7356.688 .899 .999 .B99 ~.999 ~38~.998 4~.998 1458.999 482.~8 1499.999 482.599 1~B.998 47~.999 1599.99~ ~5.699 1719.99B ~.899 17~.998 ~.599 1869.996 ~7.~B 189~.99~ ~9.999 2~58.99ff 459.gBB 2555.899 457.99B 257E.99E ~S.GBB 2575.~9 ~.999 2565.99E ~6.899 2595.899 ~8.599 2~5 J99 4~ .J99 2416,999 ~2.~99 243B .899 ~6.~E 2~5.999 471.999 ~99.999 ~5.~B 2839.999 ~7.~9 M69.~9 ~7.899 317g.99B 475 J99 32~9.~B 474.~B 335B.999 487.899 S386.899 ~9.99B ~79.99~ 491.99e 598E .998 491 .B99 433B.899 486.599 4746,99~ 496.499 ~.999 ~1 .~B 5~B.~ .~B .~B .998 .~B .999 .B99 QT 7.998 45.996 55~.996 1566.886 2668.888 4S88.998 6799.999 9526.888 .899 .B99 ~ 6.~ .85~ 1~.999 .g~ ~.999 .~5 41~.999 .~5 4515.B99 .B5B ~ 4585.996 .~g ~2B.g99 .999 .99ff .~ .~ff .BBE .~E .999 F~ CROSS 5~9.699 1996.966 ~.~B 1199.999 492.699 1~9.998 498.~B 1699.998 ~7.999 1858.99~ 479,99~ ~38.999 474.~B 2238,999 472.899 2478.999 472.588 2698,998 474.998 2939.999 471 .S99 51~.B99 ~9.699 ~B.998 ~6.7~ ~99 .~B ~8.~9 ~99.999 ~8.599 5879.999 47B.599 ~99.BBE 47B.599 416B.B99 478.S99 4168.~9 ~.~E 4299.899 ~7.599 4258.999 47B.599 4268.998 471.999 4315.~9 ~9.499 ~15.996 478.~B 4515.999 483.899 4565.999 ~2.g99 ~15.B99 ~.899 ~75.~B 496.999 5215.B99 ~9.999 5359.999 585.599 5428.999 f~ 6.996 .1156 lS9~.666 .855 5496.996 .g56 5576.966 .~5 5676.666 .958 ~ 6129.966 .955 62~.996 .966 .999 .999 .999 .998 .966 .996 Xl 5x3~.999 54.699 5576.996 5679.~6 1658.666 1758.866 2e99.998 .998 .Bee .996 e~ 519.e66 ~e.eee 496.999 ~e.996 492.99B ~s99.996 479 .e99 ~85~.996 476.996 ~966.996 ~ ~9.~ ~lB.Bgg 472.5Bg 57JJ.E9 472.~6 57~.~ 47~.9~B ~6B.Bg~ 472.89B 47g~.Bee ~ ~.~B ~.999 ~7.999 ~7g.~B 475.~ 5799.~B 472.~B 5999.999 475.~B ~66.999 12 f~t 6.1809 .~9 1~9.999 .055 1~9.999 .06~ 4259.999 .845 4~.99i§ .96~ FI~IA CRDSS ,~CTIO8 Xl 55599.~9 25.909 4259.999 4.*,~9 . 999 2g99.999 2289.999 ~4~.~9 .~e~ .~ Mt 6.0~9 .959 1859.999 .952 4129.009 .955 4535.999 .845 ~A15.999 .958 CROSS X1 569~,999 _ G~ 611 472.98~ 33~8.9~8 475.988 ~9.9~ 475.~ 376~.~89 473.4~ 3858.~8~ 469.9~ 388~.8~ 1 ~9/86 gT:56:e8 PAGE 13 THIS RUN EXECUTED 84/'59/66 97:58:52 T1 ~ENTCN CREEK - PRE-CONSTRUCTICN CO~)ITICiHS 13 I,l~L FO 438.319 .6~ .gag PA(~ HEC2 RELEASE DATED NOV 76 UPDATED RAY 198~ ERROR CORR - MOOIFICATION - 5~,51,52,5],5~r,55.56 THIS RLld EX~CtffED ~/$B/86 B7:59:~7 T1 DENTON (:REEK - PRE-CO~5TRUCTION C~]~)IT%~ T2 DENTON OIEEK - 5 VR DISO4ARGE 'rs DENTON I~EEK, C(~PELL, TEXAS J1 ICHEO( IN~ NINY IDIR STRT I~CTRIC HVIN5 B. 4~2.41B .BBB PAGE 15 HE~2 RELEA.~ DATED NOV 76 UPDATED FIAY 198~ ERRO~CORR - gl,B2,B),~e.BS,B6 MOOZF~CAT~ON - 5~,51,52,S5.5~,,55,56 -- IDPkPC-XT VERSION THIS RLI~ EXECUTED i~/$B/86 BB:BB:~5 ~/5B/86 ~7:5S:1116 I~:~L FQ PAGE 14 'tHIS RL~ EXECUTED ~/~B/86 ~8:E1:52 T1 DENTON CREEK - PRE-CONSTRUCTION CO~ITIC~5 T2 DENTON CREEX - 2S YR DISCHARG~ T5 OE~GN C~£EX, COPPELL, TEXAS Jl ICHEC~ INQ NINV IOlR STRT METRIC flVINS Q WSEL FQ ~. 6. ~. fl. .~ .~ .~ ~. ~t~5.59e .~ J2 NPRO¢ IPLOT pRFVS XS~V XSEC~ FN ALLDC IBW C~(I8 ITRACE ~7:56:~8 PAGE 17 HEC2 RELEASE DATED NOV 76 LIPDATEO I~AY 1984 ERROR C~RR - ~1.~2,~,~,~5,~6 IBFt-PC-XT VERSION THIS RUN E~CUTED 8~/3~/86 ~8:85:~5 '1'1 DENTON CREEK - PRE-CONSTRUCTION CO~ITIOtS T2 DE~TON CREEK - S~ YR DISCHARGE T~ DENTON CREEK, COPPELL. TEXAS Jl ICHECK INQ NINV IDIR STRT METRIC HVINS .MI) -1 .~1~ .MIl~ .~ .1~ .~ WSEL FQ IBW O~NIM I'r~ACE .~ .ese PAgE 16 15 HEC2 RELEASE DATEO NOV 75 UPDATED [RROR {:ORR - IqOOIFICATION- r~.51,52.55,54,5S,56 I~t-PCoXT BA./'56/86 97: 56: 98 PAGE 19 HE~2 RELEASE DATED NOV 76 UPDATED I~AY 198~ ERROR C ORR - 91.92,93,~oB5,96 ~IFI~TI~ - 5~,51,52,55,54,55,56 NOTE- ~TERISK (#) AT LEFT OF CROSS-SECTION NLHBER IM)ICATES ~SSAGE IN SLI~IARV OF ERRORS LIST DENTON C~EEK, TF. XA5 S,LFg~qY PRINTOUT TABLE 159 '~roNO XLON ELl'RD ELLC ELFIIN Q O45EL C~I~ ES I~K'*S VCH AREA ,BIK 428.59 14g,g9 451,5Z .gg 45%55 5.51 16 .79 178.15 59.6~ 2.32 895.69 2.93 5299.26 3515.57 2.66 12127.5~ 7154.31 2.39 24167.29 1~962.69 2.25 51667.98 21439.~5 2.$9 ~451.72 26928.~9 19339.9~9 19336.U6 1933~.66~ 19336,6~9 19939.6~ 66~.9~ 1993~.~6 19936.~9~ 66~.65 1993~.~6 19939.6~ 19936.69~ 1 ~/36/66 67:56:66 431.4~ 431.48 431.4~ 432.66 432.~ 432.~ 432.g~ 432.g~ 432.gg 432.9~ 16M.EE 4766.66 8125.66 14266.66 13~.~ 1676.~ 476~.~6 812~.~ 14286.g9 436.51 443,56 446.68 448.63 449.16 449.88 45~.57 437.14 44~.67 4~7.43 448.52 4~9.57 456.36 451.87 .H 435.39 442.11 446.16 447.55 448.57 449.31 456.11 436.62 443.98 4~6.77 448.87 449.13 449.8~ 456.61 437.16 444.81 447.72 448.66 449.67 456.39 451.14 9.65 15.98 8.47 12.66 2J.26 17.99 15.63 23.18 29.51 9.63 4.56 ,4.13 ,4.29 4.37 4.85 6.59 12.98 9.16 8.19 7.67 7.14 1.97 69.67 ~,~2 4.22 649.34 417.79 3.63 1941.48 1635.e9 4.67 2551.95 228~..~7 4.69 4676.24 3177_~5 1.23 165.69 3.~2 553.72 4.86 1987.76 1~21,~2 PAGE 21568.888 21568.888 21568.868 21568.888 21568.868 21568.868 21568.~8 .68 .89 22378.698 818.88 .68 .H 22378.688 616.88 .~ .gO 22378.888 618.88 .66 .Rig 22376.888 916.68 .l~ .~ 22378.~8 616,88 .66 .~ 2237B.BBE B16.BB .BB .g~ 432.48 432.46 432.48 432.4~ 432.48 432.48 432.48 432,56 432.56 432.56 432.58 432.5B 432.5~ 432.5~ 136.69 1676.M 4768.88 8128.88 14288.88 1675.85 6128.H 1428~.H 437.96 445.71 449.36 45~.67 451.63 451.72 452,44 437.94 446.15 45~.~4 4510.92 451.95 452.71 453.52 437.82 445.85 449.53 458.27 451.18 451.87 452.59 437,95 446.24 45~.11 458,96 452.76 453.57 4.81 6.12 9.71 16.6~ 16.74 11.83 11.35 .63 3.83 3.37 3.53 3.77 4.83 1.25 1~.96 64.,=J6 2.95 565.94 4.33 2299,58 1527.~1~ 4.$B 4359.92 2489.~ 4.84 7154.63 4357~~ 5.E2 9363.21 6162,~ 5.21 11979.66 23889.~ 1436.88 .~6 .~ 433.38 138.~8 438.2~ .H 438.25 9.92 1.62 71.37 41.~ 23~E.~8 14~.~ .~ .lB 433.38 1G79.~ ~.85 .~ ~7.f2 7.~ 3.33 M1.73 G~J1 236~.~6 1439,96 .~ .~ 433.~ 47~.H 4~.73 .~ 459.87 12.99 3.66 2~2.~ 1329.69 17 24798.88~ ~18.88 .~ .88 433.98 I$E.EE ~39.12 .~8 439.18 18.78 1.94 66.95 39.7~ 24788.BEE 9~.~ .~ .~ 433.9~ 1678.EE ~7.59 .~ ~7.72 7.~ 2,67 582.~5 6~5.78 2476~ .B~B ~,~ .9~ .~ 433.9~ 476~.~ 451,71 .~ 451.9~ 6,61 3.79 1996.37 1622.$~ 247~,~8 ~.~ .~ .~ 433.9~ 81~.~ 452.61 .~ 452.82 1~.61 4.48 5628.~1 2~92.8~ 247B~,99~ ~g.~ .~ .~ 433,g~ 1428~.88 45~.~ .g~ 453.75 12,42 5.13 6359.22 4952.68 2478~.B~ ~.~ .~ .~ 433.~ ~7~.6e 4~,22 .~ 4~.41 12.43 5.53 8965.4~ 56~7.1~ 2479~.~9 ~.~g .~ .~ 433,~ 2~.09 4~.95 .99 455.12 11.~ 5.~ 121~.1~ 822S.2~ 25536.888 85~.68 .g~ .g~ 434.49 1~.88 439.29 .gl8 439.29 .47 .57 226.49 189.3~ 26638.66~ 1~8.88 .68 .~1 436.39 1~.68 439.4~ .88 439.42 3.81 1.97 121.29 74.97 26836.888 1388,88 ,68 .N 436.38 1679.68 448.27 .68 448.36 3.59 2.58 668.85 861.62 26638.888 138~.6~ .68 .98 436.38 4768.89 452.85 .88 453.63 6.98 3.73 1918.16 1812.28 2683~.8~ 13~.6~ .6~ .N 436.36 61~.~E 4~,~ .~E 4~.~ 8.61 4.~7 3961.76 2766.79 2683~.~ee 15~.~8 ,ge .~ 456.59 1428~,~ 455,19 .~ 455.52 8.~ 4.~9 7~1s.19 4883.26 2683~,g~ 1~,~8 .~ .~ 436.~ ~7~.~9 455,98 .~ ~56,19 8.97 4.15 9674.68 683~,49 2683~,99~ 1~,g~ ,~8 ,~ 436,3~ 2~5~.~ ~56,77 ,~ 456.88 9,18 4.~ 127~8.56 9388.15 87:56:68 PAGE 21 SECNO XLCH ELTRD ELLC EL~IZN I~ O4SEL CR[~ EG; I~KaS VCH AREA .91K 26888.696 1256.~ .68 .68 435.28 138.89 439.68 .88 439.69 .66 .71 182.67 14~.3~ 28876.688 798,88 .66 .l~l 436.68 125.66 439.71 .68 439,73 3,71 1,16 187,59 64.93 437.4~ 125.gg 44~.93 .99 449.95 5,25 1.25 99.81 5z~.58 437.46 459~.gg 4~,59 .~ 4~.79 5.83 3.51 1Sg~.2~ 2~47.91 457.~ 13766.~ 458.~ .99 456.57 6.16 4.55 7956.58 5~5.43 5~578.889 968.88 .68 .1~ 439.89 125.88 441.11 .~ 44,1.22 ~18.62 2.62 47.72 17.69 16 39578.988 9~E.89 .88 .gg 439.88 15~8,88 449.58 .98 449,66 7.39 $.2~ 586.87 588.67 ~578.888 96~.~ .1~ ,~ 439.8~ 459~.~B 455.24 .gB 465.52 12.12 4.29 111~.19 1318.67 ~57e.eee 9~.ee .~e .ge 469.88 7838.ee 467.59 .~ 457.82 12.62 4.29 27~3.46 2186.82 ~s~e.eee ~e.~ .~ .~ ~59.81 1376J.l~ ~59.16 .~ 459.32 11.85 ~.87 59~3.68 ~139.2~ 668.98 .98 .98 438.19 125.1~ 441.75 .88 441.77 5.24 1.17 187.29 69.45 668.88 .1~ .99 438.19 1698.99 449.95 .~B ~.~g 5.76 3.EB 553.75 668.49 ~.ee .ee .ee ~Se.le 4698.ee 465.88 .ce 456.~ 8.62 4.57 1B91.78 156~.53 ~.EE ,~ .J9 436.19 7859.99 458.41 .~ 458.69 13.17 4.74 2385,8~ 2157.~e 3215~.988 92~.98 .98 .N 437.N 125.~ 442.18 .~ 442.12 4.52 1.38 95.97 58.89 32158.888 928.~ .98 .gg 437.i~ 1698.88 458.48 .gg 458.61 5.35 2.81 569.54 692.93 52158.888 92~,99 ,98 ,~ 437.~ 459~.~ 4~.67 ,~ 4~.9~ 6.67 4.~2 13~8.71 1776.67 52150,e~8 926.90 .~ ,~ 437.B6 1~7~.~ ~B.83 .~ ~g,95 5.47 5.87 7651.79 5885.66 32159.999 9~.99 .Og .~ 437.9~ 19739.~B ~1.65 .gB ~1.77 5.99 4.23 1~363.96 8961.11 3215~.9~ 92~.~ .~ .~ 437.9~ 2743~.~ ~2.38 .gE ~2.51 6.68 4,63 13172.16 18612.66 97:56:88 PAGE 22 SE~ XLCH EL~D ELLC EI..H]N Q CklSEL CRZk~S 86 I~K-~ VCH N~EA .81K 442.14 458.6~ 456.95 459.55 461.16 462.99 462.98 3.36 4,42 5.56 7,96 14.89 21.29 26.63 322~8.9~8 r~.88 465.~ 463.98 437.88 125.88 442.12 32288.888 ral.88 465.99 463.88 437.98 16~8.88 458.53 32288.868 5~.98 465.88 ~3.9~ 437.~6 469~,~ 456.77 32~.~e ~.99 ~5.9~ ~3.gg 437.~ 763~.~ 459.31 322~.~ ~.~ ~5.~ ~3.~ 437.~ 197~.~ ~1.~3 322~.e~ ~.e~ ~5.~ ~3.a~ 43~.~ 27~38.e~ ~2.11 1.16 188.82 66.24 2.56 626.15 788.69 3.55 144~.95 1945.81 4.17 2241.28 2771.57 5.92 $919.7~ 3598.37 7.4~ 4848.18 4276.35 9.59 5786.82 5295.2~ lg 55.88 .98 .99 437.78 99.88 442.16 .88 442.18 3.81 1.13 79.36 51.87 55.88 .88 .99 437.78 1138.88 458.59 .88 459.78 5.33 2.58 436.17 489.26 3225~.998 1.~ .88 .U 437.M 1138.88 458.68 .98 45~.66 2.55 1.95 576.~3 787.69 32256.9~ 1.~ .~ .~ 437.~ 3238.Ee 4~.68 .~ 456.99 3.88 2.7~ 1382.79 1639,61 s~.e~ ~.~ .ce .ee 467.ee 55~e.ee 459.55 .ee 459.61 2.~6 2.45 4555.69 3588.~3 32~,~ 1.gg .gg .~ 437.6~ ~6~.g~ ~1.24 .~ ~1.28 1.97 2.57 8925.72 69~1.2~ 52~.~g 1.g~ .gE .~ 437.89 13686.89 ~2.23 .~ 462.27 1.~ 2.45 12587.19 19~75.99 32238.888 5~.88 465.98 463.98 437.99 125.98 442.14 ,98 442.16 3.27 1.15 189.86 69.17 32238.888 5~.88 465.N 463.88 437.88 1688.88 45~.56 .~ 45~.66 4.38 2.55 528.17 764.38 $225~.988 5~.88 465.88 ~3.9~ 437.9~ 459~.9~ 456.86 ,99 466.98 5.53 3.52 1~9.16 1952.51 3223~.~ ~.~8 ~5.~ ~3.~ 467.~ 763~.~ 459.56 .~ 459.59 7.9~ 4.15 2253.16 2786.21 3223~.E9~ ~.g~ ~5.~ ~3.~ 4~7.~ 13769.B~ ~E.BE ,~9 ~1.2~ 14.1~ 5.8~ 5189.~3 366~.22 3223E.e~ ~.gE ~5.~E ~3.9~ 437.9~ 19739.g~ ~1.63 .~ ~2.21 19.97 7.g5 ~81.58 4539.12 322~.~ ~.9d ~5.~ ~3.~ 437.~ 27439,99 ~2.52 .~ ~3,96 ~,25 7.69 7989.69 699~.85 52565.6OB $2395.O68 52565.8OB 32365.566 52595.O66 $2725.OBE 52725.O66 $2725.O66 $2725.O66 $2725. O66 $2725.g95 33145.OB9 33145.996 33145.9OB 33145.599 33145.OB6 33145.696 33145.OB6 55.66 55.OB 42g. OB 426.66 42~.ge 42~.ge 42~. 66 42~. OB 42g. OB 42li. 66 42~ .OB 42.6.68 42~. OB 429.99 42~.OB l17:56:96 457.76 457.7ii 437.79 437.79 437.79 438.OB 438. OB 438. OB 438. Eli 438. OB 436.4 438.4~ 438.49 439.4ii 438.49 438. 436.4~ 3231i.oB 5519.OB 9689.OB 13881i.oB 11~.OB 5511i.oB 968li. OB 13881i.oB 19291i.oB OB.OB 1131i.oB 3239.OB 5519.OB 9689.98 13889.OB 1929~.OB 456.91 459.52 481.15 462.16 442.25 451i.79 457.87 459.72 ~1 462.48 463.54 442.32 459.67 457.17 459.91 461.69 463.46 467.lil 459.64 462.32 463.19 442.26 45~.8~ 457.16 459.81 461.56 442.33 45~.93 457.26 459.98 461.71 462.66 463.52 4.42 4.79 7.42 7.45 7.12 1.41 2.16 2.74 2.66 3.g9 2.94 3.97 1.79 2.95 2.98 4.59 4.42 3.93 3.75 2.69 1358.18 1536.39 3.OB 21~4.86 2518.82 3.99 ~449.98 3552.63 4.17 8243.41 5994.42 4.21 91i96.94 7236.72 .76 114.7li 75.91 1,9~ 627.71 768.17 2.41 1582.76 1951.28 2.62 $225.79 52e2.29 2.62 6926.52 5519.15 2.67 11i217,99 8691.17 2.8~ 13268.56 11~15.55 1.83 619,18 789.93 2.64 1266.21 1676.51 3.42 1726.71 2571,59 3.29 6519.12 4694.34 2.96 19638.32 7894.33 2.93 13362.93 9963.15 PACE 23 3~471i.Ege 3~Tli,lige 3~7E.OBli 3~TE.OBE 54291i.lioB 5~269 ,O69 54269 JOB 5~261i.lige 5426li. O69 ~268.lige 325.OB $25.OB 325.OB 325.OB 325.OB $25.OB 79~ .Eli 799. OB 7gE.OB 7gg.lllli 7gE.ge 7g~.ge 79~ .OB 599 .Eli 59~.OB 59ii.lie 599.~ S~.BB ELTRO .OB .ge .ge .OB .OB .OB .OB .OB ELLC .M .Eli .Eli .ge .OB .OB .ge .gE 439.OB 439.OB 439.OB 439.OB 439.OB 439.ge 459.OB 438.86 436.6~ 438.8li 439.3li 439.36 459.36 439.39 439.3ff 439.59 Q 1139.OB 3231i.oB 5511i.oB 13969.OB 16298.OB gg.ge 11T~.OB 32~9 .OB 551li.ge 13681i.oB lg2gli.oB 5511i.oB 968ff.~ C~EL 442.37 4~.95 457.29 461.76 462.71 463.57 442.58 461.96 457.45 ~6~.22 462.88 463.75 442.85 457.92 469.73 462.65 .OB .Eli .Eli .OB .ge .OB .ge .OB .ge .ge EG 4~2.38 45li.98 457.36 468.11 461.82 462,76 463.61 442.61 451.16 457.6~ 462.29 463.13 463,92 1.76 1.19 1.93 2.69 2.66 2.62 2.58 442.87 451.47 457.96 ~2.91 463.76 5.26 5.52 6.96 8.~ 11.79 9.48 7.8E 3.6~ 4.33 4.55 6.37 9.49 12.22 14.42 AREA .ElK .75 128.27 67.75 1.43 792.79 1634.95 2.12 1545.49 2323.79 2.7li 2596.77 5249.99 2.55 7g~.lli 5719.94 2.48 11643.3li $576.56 2.58 15151.45 12889.93 1.37 65.59 39.18 2.71 417.li8 481,14 3.55 953.44 1311.69 1.12 ge.25 47.17 2.36 479.23 5~2.96 2.96 1996.21 1513.56 3.75 151iG.~ 2163J5 4.53 3226J2 31~2.81 5.17 4432,41 3978.97 5.65 5879.13 5~89.41 54958.gee 1OB.OB .OB .OB 439.31i OB.OB 442.89 .OB 442.91 $.,~ 1.1! 81.66 46.35 ~95li.i~ 1OB.9B .~ .~ 439.59 11~.~ 451.43 .g~ 461.51 4.27 2.~ ~2.57 ~7.91 ~g~.~g l~.ffB .M .M 439.3~ 32~.~ 457.67 .~ 458.~ 4.~ 2.~ 11g2,61 1525.43 439.36 5519.88 45~.79 .~ 4~1.81 6.29 3.72 1518.86 2197.62 S6976 .gE8 ~697g. ggg 128~9.98 1785~.99 4~2.15 .IM 462.32 6.66 5,51 1991.91 1973.36 39~g.~g 2479.gg .gE .m ~,2.98 65.~g ~5.93 .~ ~5.87 12.48 1.66 5~.7~ ~.~ 247B.BE .~ .~ ~2.~B 1~5~.~ 453.18 .B~ 453.27 4.77 2.~ 43~.82 48~.91 3~.ff~g 247~.9~ .~ .~ ~2.~ ~9g.9~ ~9.19 .~ ~.33 4.~6 3.91 99~.55 1~63.66 3~B.99~ 247~.ffff .~ .~ ~2.g~ Sl~.g~ ~3.~ .~ ~3.76 5.14 3.79 1422.79 22~9.66 s~.eee 2479.~ .~ .~ ~2.~ ~.~ ~.g2 .~ ~6.51 6,16 4,66 2~9.22 3~.ffEE 247B.9~ .gff .~ ~2.BE 12~ff.Bff ~7.39 .~ ~7.71 7.96 5.39 4112.~ 4825.99 &~.~9 2478.B~ .~ .~ ~2.~ 1785~.9~ ~8.65 .~ ~9.~5 8.12 5.97 5567.43 626~.7~ I ~/59/86 97:56:96 PA{~E 24 e.r QNO XLCH EL~RD ELLC ELHTN Q O. E3E L C~Ikt5 EG ll~K*S VCH AREA .81K 39~99.988 5~.89 .~1 .gE 4~2.98 85.gff 445.99 .gE 4~5.19 2.31 .65 198.93 55.98 39499.8~ 5~.g~ .~ .~ ~2.~ff l~ff.gg 455.24 .gg 45S.29 1.97 1.73 688.17 7~7.~2 3~9ff.~ ~.~ .~ .f~ ~2.ff ~g.~ ~.29 .~ ~ff.36 2.31 2.84 1467.~ 1965.21 3~9~.~ ~.ffff .~ .~ ~2.~ 51~.~ ~3.71 .~ ~3.79 2.63 2.36 2226.41 3143.5~ 3~.~9~ ~.ffg .~ .~ ~2.9ff 8g5ff.~ff ~.21 .~ ~G.~ 3.59 2.99 5~8.42 4724.32 3~~ff. Me ~.ffff Jo .eft ~2J~ 12~ff.~ ~7.58 .~ ~7.76 4.73 3.57 4117.75 59~.13 3~99.ff9~ ~.g~ .ff~ .~ ~2.~ 17859.99 ~8.83 .gB ~9.97 6.92 4.25 ~2.8~ 727q.22 395~.88B 5~.EE .m .~ 442.gg 7g.gg 445J9 .gg ~5.13 9.7~ 1.~ 52.61 2S.~7 39~.~ ~.EE .~ .~ ~2.~ lgM.~ 453.23 .E~ 453.32 4.23 2.3~ 43~.32 486.2~ 395~ff.9~ ~.~ .~ .~ ~2.gff 286~.ffff ~.26 .fig ~.39 3.65 2.86 1~1.29 1496.99 5g~B.~ ~.~ff ,~ .BO ~2.~ ~6~.~ ~).65 ,~ff ~3.~ 4.56 3.58 1~2.~8 2285.51 3~.~ff ~.~ff .~ .gff ~2.~ 85M.~ ~6.16 .~ ~6.4~ 5.11 4.27 3672.86 379~.62 59~.gE9 ~.6~ .~ .gg ~2.gff 123EE.gff ~7.55 .g~ ~7.81 5.67 4.78 4261.23 5167.42 sg~.~ ~.e~ .~ ,~ ~2.~ 171Bff.gff ~8.63 .~ 469,12 6.33 5.31 ~83.8~ 6798.~5 ,4~65g.~ 1119.gg .~ .gE ~1~.~ 17199.~ 469.55 .~ 469.91 8.21 6.93 4797.28 5966.35 735~.gg 7359.96 735~.g8 Jig .Be .M 4~5.69 5~.gg 4~6.6~ ~K~6.64 4~6.95 375.49 4.47 11.19 2,58 .~ ~5.~ 625.~ 455.65 .~ 455.9E ~.ffl 1.91 526.97 56~.41 .~ ~5.6~ 17~.~ ~3.19 .~ ~3.27 2.~ 2.33 816.21 1141.95 .~ ~5.6~ 3ff5~.ffff ~6.89 .~ ~6.97 2.29 2.~ 173ff.15 2917.9~ 21 2.53 4335.75 $939.70 2.66 65~.28 5828.25 2.69 84B2.55 8230.73 51555.~55 555~.59 .99 .i~ 4~6.59 45.99 446.86 4z~7.29 448.89 1.,~6 .57 78.48 57.21 51359.999 3359.99 .9B .~ 4~6,59 5~.~ 456.39 .~ 456.41 .63 1.~6 511.51 6~2.32 51359.~ 335g. B~ .~ .~ ~.~ 156~.~ ~3.68 .~ ~3.71 .76 1.39 1123.~5 1794.43 5155~.~ 335~,B~ .~ .B~ ~.~ ~6~.B~ ~7.42 .~ ~7.47 .g6 1.76 15Bg.~7 2685.99 51~.~ 5~.~ .~ .~ ~.Sg ~SB.~ 479.26 .~9 47~.55 5.52 2.19 271~,E8 2~93.~7 5135~.~B ~3~.~B .~e .~ ~,~ 67~.g~ 471.58 .~g 471.~ S.~ 2.11 4389,9~ 3611.~ 513~.~9g 33~.~E .~ .~ ~.~ 9329,~ 472.62 .~ 472.67 2.79 2.13 G227,98 558~.34 53359.999 2~99.99 .~ .99 4~6.99 45.99 4Zt9.72 .99 4~9.67 195.~4 53359.999 2~9~.99 .99 .~ ~8.g~ 55B.ff~ 456.61 .ff~ 456.~ 1.65 5335e.eee ~ee.ee .ge .ge ~.~ 1569.B~ ~3.8~ .Be ~3.67 .82 53sse.eee ~BB.BE .gB .gB ~8.~B ~GB.~B ~7.61 .~ 467.65 .~ 5535g.~B ~9~.99 .~ .96 ~8.BB 6799.99 471.97 .99 472.B5 1.46 53559.g9B ~EE.BB .BB .99 ~8.99 93~.99 473.18 .Be 473.25 1.~ I 97:S6:98 5,93 14.87 4.59 1,52 417.65 426.52 1.43 1195.01 1727.59 1.68 1796.11 2994.86 2.25 2769.43 4577.89 2.65 4256,86 5547.96 2.84 6889.49 7529,59 PAGE 25 S/CliO ~.CH ELTRD ELLC EUflIN {~ (3~L C~]l~ ES 1EK*'S VCH AJ~EA .91K 55599.999 22~.99 .~9 .gg 452.49 45.99 453.91 .i~g 455°95 7.19 55599.999 2249.99 .99 ,~9 452.49 55~.99 457.37 .U 457.54 17.24 55599.999 224~.99 .l~O .~ 452.~ l~g.~ ~.15 .~ ~.27 5.~ 5559~.~ 22~.~8 ,~ .~ 452,~ ~6~.~ ~7.91 .~ ~8.57 5.14 5559e.eee ~49,~ .~ .~ 452.~ ~8~.E~ 47~.96 .~ 471.27 7.21 5559~.B~ 22~.99 .g~ ,~ 452.~ 67~.E~ 472.42 .~ 472.79 6.67 55598.~EB 224~.B~ .~ .~ 452.4~ 93~.g~ 475.66 .~ 475.97 6.14 1.97 41.9zl 16.78 5.25 169.96 152.47 2.68 5~2.46 668.99 5,24 621.19 1175,53 4.31 1986.65 1742.66 5,11 2~94.72 2249.$5 5.18 5671,55 5266.65 1359.99 .99 .~ ~19.99 45.99 45~.95 .i~ 45~.95 .55 .41 119.74 76.~ PA{~E 26 ,~WIkR¥ ~]NTOUT T~LE 156 S~(3~O Q O4SEL OIFNSP DIFklSX DIFI~IS 'rO~lD XLD~ 22 1839.2Ef 1939.291~ 1839.29f 1858.2~9 1839.2J8 19339.~1~ 19358.999 19358.8~9 19358.9~9 19339.999 19339.Ef9 19358.Ef9 19939,889 19958 .fiE9 19938,899 19939.999 19939.999 19939.Ef9 2156~.Ef5 21569,9M 21569.999 2156~.Ef9 21569.899 21569.999 21569.999 2237~1,1&~9 22379 22379.888 22379.889 22378.8ff9 1 94/~/66 236fiE,SErf 23889.888 23699.998 7~.8. Ef 12499.88 297Ef. Ef 27~9.Ef 547J9.89 158.Ef 1679.99 4769.99 8129.Ef 159.89 1679.88 4769.89 812~.Ef 14269.95 2~479.Ef 2845~.Ef 1678.Ef 4769.09 14280.09 2~479.Ef 28459.~ 158.89 1679.99 4769.99 8129.99 14269.99 2J~79.Ef 28~59.Ef 1679.89 4769.99 61Z9.99 14280.90 284M.Ef 87:56:Ef Q 139.99 1679.99 4769.99 442.16 443.83 445.59 446.62 447.25 435.33 441.91 445.99 447.4~ 449.16 459.99 436.51 443.56 446.68 448.93 449.19 449,89 458.57 437.14 444.67 ~47.43 4~B.52 449.57 45~.58 451.97 437.69 445.71 449.39 45,6.97 451.93 451,72 452.44 437.94 4146.15 459.94 458.92 451.95 452.71 453.52 CHSEL 438.29 446.95 459.73 5.93 1.67 1.76 1.93 .63 .Ef 6.56 4.97 1.82 .77 7.94 3.12 1.86 .71 .76 7.53 2.76 1.59 1.95 .73 .76 7.92 3.59 .77 .75 .72 6.21 3.89 .Ef 1,83 .76 DIFT4~ 8.65 3.68 23 .Ef 5.66 3.63 3.57 2.82 2,75 1.16 1.64 .69 .64 ,69 .62 ,57 .63 1.11 .75 .48 .5~ .5~ .66 1.94 1.67 1.55 1.37 .15 .74 .65 .92 .gg 1 .Ef DIFT, ISX .26 .M .69 .Ef .Eft .H .Ef .ge .U .N .00 .Ef .ff .H .89 D]F~,,~ .89 2791.18 7264.82 7483.61 7642.19 23.49 256.34 418.91 721.47 4178.28 4416.95 4565.95 2~.29 265.94 ~69.68 4491.62 5112.54 5456.68 ~.71 78.34 2279.72 2653,97 4156.22 5284.41 38,56 77.71 2392.93 2996.47 3199.38 3266.73 3986.56 49.39 92.93 3538,66 4119.71 4167.79 4~9.32 TOP'ID 29.19 67.39 1967.67 5869.99 5889.99 5889.89 5669.99 5889.98 5889.89 5889.99 899.99 899.99 899.99 995.90 999.89 669.99 GG9.Ef 66~.89 1638.89 1639.99 1639.88 1639.88 1639.99 619.89 619,8ff 1439.99 1439.99 1439.99 PAGE 27 23699.959 812~.Be 451.58 .85 .65 .Be 3889.89 1439.99 25899.999 14269.99 452,54 .97 .59 .Be 4353.49 1439.Be 23899.999 28~5~.Be &54.97 .79 .56 .99 5178.34 1439.98 2478e.~Be 13~.Be 439.12 .Be ,92 .Be 25.64 9Be. Be 2478e,i~ 1679.Be 447.59 6.47 .74 .~ ~.41 ~.~ 247~8.~6 47~.~ 451.71 4.12 247~.Be9 61~.~ 452.61 .~ 1,~ .~ 2285.99 996.Be 247~.~g ~TE.Be 4~.22 .~ 247~.~ ~.~ ~.~ .73 .Be .~ ~TT.~ ~.~ 25538.m 13~.Be 439.29 .m .17 .Be 54.57 839.Be 25536.999 1679.99 ~,7.95 8.68 .36 .Be 8ff.79 83~.~9 25539.98e 47~,Be 452.23 4.29 .52 .~ 1~3.67 838.9B ~536.~ 61~.8S 453.27 1.~ .66 .99 2615,79 s3g,ee ~55~.Be6 14268.Be 4~.51 1.~ .77 .Be 5317.67 839.96 ~539.Be9 ~7E.Be 455.91 .7g .79 .Be 3627.46 839.Be 25536.Be~ 2~59.96 455.74 .73 .79 .~ 39~2.79 83~.Be 26839.999 4768.Be 452.85 26838.Be9 9129.Be 454.B~, 26836,Be9 1428E.~ 455.19 26838.BEB ~79.Be 455.96 ~638.BeB 2~5B.Be 456.77 .Be .12 .99 45.69 1399.69 8.96 .52 .Be 77.73 13~9.Be 4.58 .61 .Be 975.15 1389,Be 1.19 .76 .Be 2499.66 1399.99 26~89.Be5 13~.Be 459.69 .Be .19 .Be 49.18 1259.99 28989,999 1579.Be 446.55 9.~6 .59 .Be 78.78 1259,99 28~89,Be9 4769.99 455.56 4.92 .73 .Be 22~.95 125~,Be 26989.999 612B.Be 454,99 1.41 .95 .Be 996.22 1259.99 26989.999 14289.99 456.97 1,98 .87 .Be 2491.99 1259.99 28989.999 2~79.99 456.66 .79 .98 .Be 27~.21 1259.99 28969.999 26~59.Be 457.61 .75 .6~ .Be 3828.95 1258.Be 29879.999 125.99 439.71 .Be .11 ,99 42.~ 799.99 28879,Be9 1699.~ 4~8,97 9.16 .21 .Be 76.41 799.Be 26879.B99 4599.99 454.96 5.19 .46 .f~ 193.19 7~,~ 2687g. Be~ 7839.Be 455.68 1.62 .~ .~ 913.76 7gE.Be ~7E.~E 1376~.Be 457.39 1.51 1.52 .~ 2736.72 79~.~ 2887E.BeB 19739.Be 458.24 .85 1.38 .~ ~97.75 Tgi. Be I B~',/'S9/88 fl7:5~:Be SEC:NO Q (:I~L DI F'LZSP DIFT4SX DII~ TOPNID XLCH 29619.Be9 125.99 448.93 .~ .32 .Be 45.98 74B.99 29619.999 1689.99 449.13 9.1B .26 .Be 92.16 74B.Be ~lg.~ 45~.Be 4~.59 5.45 .52 .~ 119.88 7~.Be ~lg,~E 783~.~ 4~.75 2.14 .85 .~ 1474.~ 7~.Be 24 29816.666 2961~.!65 3123J.~6 31236.ggg 31236.ggg 3123~,~g 32236.156 322~ll.ggg 3225~.~g 322~.~ 1973~.gg 45gg.~ 1376~ .gg lg75g.gg 2743~. gg 16~g.~ 1973~.g~ 469g .~ 783g.~ 1376~.gg 52~.~ 458.49 459.23 449.5~ 465,24 457.59 459.16 466.91 441.75 449.95 455.88 458.41 459.99 466.63 461.56 442.1g 45g.48 456.67 459.32 461.65 462.38 442.12 45g.53 456.77 459.31 461.43 462.11 442.14 45g,56 456.88 459.36 46g.gg 461,63 462.52 442.15 45g.6~ 456.99 459.55 461.24 1.67 ,83 .79 8.39 5.73 2.35 1.57 .64 .81 .M 8,28 5.93 2.53 1.58 8.39 6.18 2.65 .74 8.41 6.23 2.55 1.39 .72 .69 9.42 6.24 2.56 1.44 .83 .89 8.46 6.27 2.67 1.69 1.61 .99 .99 1.~9 .37 .85 .77 .77 .79 .63 .45 ,6~ .82 ,82 ,63 .75 .35 .53 .79 .91 .85 .82 .K .1! -.13 -.22 -.27 .2~ .4~ .lB6 .19 ~6~.99 3~33.22 38.74 69.g8 1326.69 2869.E2 3837.g7 4338.13 66,61 258.1g 1181.37 2697.86 4674.16 ]5.61 73.46 2126,31 2679.28 38.77 62.88 268.53 ~49.41 999,86 3252,11 58.91 82.99 2~g,77 35g.22 1824.58 2322.17 5428.87 TOI~ID 35.83 73.8~ 361,43 2198.61 3453.67 74E.Eg 661.$g 5~.gg 5~.gg 5E.gg 1.gg 29 32256.i~6 13886.66 462.25 52256.666 19296.69 4~3.16 32~15.~1~ 9~.66 442.16 32~15.~6 1136.68 456.59 32395.~9 3238.96 456.91 323a5.9~6 5516.99 459.52 32395.~g ~8~.9~ ~1.15 323~5,~6 13889.9~ ~2.16 32~5.~g 19~.gg ~3.~ 32725.g~6 9~.96 442.25 32725.666 113~.96 456.79 32725.666 3239.96 457.97 32725.~6 5516.66 459.72 32725.9EE 9686.6a 461.5a 32725.99a 13886.6a 462.48 32725.6aa 19296.aa ~63.~ .99 .67 6.31 2.62 1.63 1.61 6.53 6.26 2.65 1.77 .99 .86 .61 .93 - -.66 -.67 .19 .16 .2~ .33 .N .H .66 .ag .H 3962.a3 4187.12 26.49 64.56 247.1a 355.62 3296.16 38.81 62.87 295.a3 1498.85 323a.52 3412.69 3571.6a 1.96 1.96 55 .aa 55.6a 55.M 55.98 55.6a 4~.86 42~. gE 426.H 33145.aaa 9~.9a 442.32 .~ .96 .99 48.62 33145.aaa 1138.9a 45a.87 6.56 .99 .99 76.46 33145.~ 3259.66 457.17 6.3~ .19 .aa 147.23 33145,88a 5518.66 459.61 2.6~ .99 .~ 214.22 33145.eee ~ee.ge ~1.~ 1.79 .11 .~ 339~.1~ 33145.99~ 1388~.Eg ~2.~ 1.~ .12 .g~ ~75.13 331~5.~ 19299.gB ~3.~ .67 .12 .~ 39~.82 53476.688 9~.9a 442.37 334M.aaa 11M.~ 45~.95 3347a.a~9 3239.aa 457.29 3~476.666 1388a.aa ~62.71 3~r78.aa8 192aa.aa ~3.57 .K .12 .19 .15 .11 .16 .21 .12 .22 .17 DIF'kSX .27 .32 .37 .51 .74 .56 1 ~4.,~/86 67:56:66 .88 8,57 6.35 2.71 .96 .95 DIFI~ .U 8.48 6.39 2.77 1.69 .97 .87 DIFt~ .BiB 6.53 6.44 2.9~ 1.92 .61 53.26 93.66 161.5~ 1514.86 3755.38 4155.87 25.33 58.66 12J.~ 159.53 2~99.16 3745.27 3866.16 67.71 123.98 164.91 1252.29 1769.33 26 S[Q~3 Q C3dS~L 3485~.~a 323~.9a 457.62 ~4856.m 5'519.98 469.73 3485~. ~a 9688.66 462.65 325.68 325.99 325.99 325.8a 325.aa 325.99 325.6a 799.66 7gE J8 79a. BE 7g~.99 7gE. 66 7g6.BB 599.99 598.88 598.99 PA~E 3~ 54858.688 19296.~E 46~.24 .78 .49 .IM 2176.63 59E.66 $495~.!9E 9~I.EE 442.89 .~1 .~,~ .M 31.58 ]4959.9EE 11~.~ 451.43 6.~ .~ .~ ~.16 lg~.~ ~.~ 323~.~ 457.87 6.~ .~5 .~ 124.~ ~9~.~Be 551~.~ ~.7g 2.92 .~7 .~ 16B.U ~g~.~ ~6~.~ ~2.76 1.97 .11 .~ 1285.48 1~.~ ~95~.~ 1386e,g~ ~3.61 .~ .16 .~ 1731,24 1~.~ ~9~,~ 19~.~ ~.~2 .81 ,19 .~ ~38.69 1~.~ 443.58 .~ .7E .gE 39.85 452.~ 6.61 .77 .~ 48.71 456.91 6.71 1.~ .gg ~.48 ~.15 3,~ 1,36 .~ 4~,43 ~.66 1.16 2.~ .~ 1~1e.e8 ~6.71 1.~ 2.29 .~ 1~.41 ~.~ 3944E.EEE 95.i~ 445.03 .gg 1.44 .M 28.~16 247E.~E 3~.800 1~.00 463.18 0.15 .~ .~ ~.76 2470.00 3~.~ ~9~.~B ~.19 ~.~1 1.29 .~ ~.96 247B.80 3~6.ggd 51~.9~ ~3.~ 3.~ 1.39 .~ 351.32 247E.gE 3~g.ee6 12~.9~ 467.39 1.37 1.72 .~ 897.~ 2478.gg 3~.g9~ 17858.gB ~6.65 1.27 1.~ .gE 978.12 247g.g~ 39499.9EE BS.~ 445.E9 .EE .96 .EE 44.33 5~.EE 39/*gE.EEE 299E.EE ~.29 7.g5 .1~ .~ 173.11 ~.~ 3~.g~ 51~.EE ~3.71 3.42 .17 .~ 359.18 ~.9~ 3~9~.~ 89~.~ ~6.21 2.51 .~ .~ 519.~ ~,69 5~9e.~ 12~.~ ~7.58 1,~ .19 ,~ ~5.12 ~.9~ 3954~.EEE 79.EE 445.99 .~ .~ .M 28.76 395~.~E 1EEE.~E 453.23 6.14 -.~1 ,E~ 55.~ ~.~ 39~6.9e6 4886.86 ~3.65 3.~ -.~ .~ 3~.26 39~g,999 ~Sg.B~ ~6.16 2.52 -.g5 .~ 7~.26 5~.g99 125e~.~e ~7.55 1.59 -.~5 .~ ~9.72 5~.~ 171~.~9 Me.8] 1.26 .9~ .~ 961.62 ~.9~ I ~/SE/E6 E7:56:98 PAGE 31 SECNO Q D,~EL DIFTZSP DIFWSX DIFIO,~ TOPWID Xi. CH ~l~65~.ggE 79.gE 445.28 .~ .19 .~ ~.58 111E.~E 4~65E.EEE I~9.EE 453.63 8.35 .~ .~ ~.79 ~.~E ~8~.~ ~.16 3.49 .52 .~ 149.~ 111~.~E ~5g.~ ~89.gg ~6.74 2.56 .58 .~ 714.~8 ~Sg.g~ 1239~.~ ~8.19 1.45 .~ .~ 626.98 ~.~E 17199.gg ~9.55 1,35 .71 ,~ 677.12 111~,~ 27 · 486d~ . 66d 5B.dd /~.6~ .66 1.56 .dd 18.45 73Sd.dE 48ddd.d~d 625.6d 455.65 9.21 2.21 ~.g~ 179~.E~ ~3.19 7.~ 2.51 .E~ 68.~ 735~.~ ~9BB.~eB 3~5~.9B ~6.89 3,7~ 2.73 .~ 5~.25 735~.~g ~B.~ 77~.~g 47g.78 1 .~5 2.59 .~ 1~7.~1 ~.98B lS7EO.gg 472.98 1 ,~ 2.~ .~ 15~.39 7356.~B 51~r,J.i~g 45.li~ 4~8.68 .~ 2.24 .~ 44.58 $35~.~E 5135~.~d ~.9~ 4~.59 7.~ .~ .~ 7~.98 ~35~.~ 513~.~ 1~.~ ~3.~ 7.29 .49 .~ ~.68 33~J~ 513~.~ ~.BB ~7.42 3.74 .53 .g~ 189.66 513~.~g ~,BE 47g.26 2.~ .63 .BB ~6.77 5135~.~9~ 67~,9~ 471.59 1.33 .61 .~ 1~3.62 5135B.g~g 93~.~ 472.62 1.23 .73 .~ 1777.99 5335~.ddd 45.EB 449.72 .~ .94 .E~ 17.25 5335d.ddd ~.BE 456.61 6.96 .22 .~ ~.27 533~.~E l~.gE ~3.~ 7.23 .16 .~ 139.~ 5335g.~B ~6g.96 ~7.61 3.77 .19 Jg ~B.14 555g~.ddd 45.gd 453.91 .~ 4.19 .dd ~.46 224B.dd 555gd.ddd 55~.B~ 457.37 3.~ .77 .l~ 42.95 22,~.~ ~5gB.BBB 1~.~ ~.15 6.77 .31 .~ 67.36 ~.~ 5559g.B~ ~6~.~B ~7.91 3.76 .~ .~ ~.g2 ~4~.~ 55599,OBd ~8g.~ 47~.98 3J8 ~5~.69B 67~.B6 472.42 1.43 .~ .~ 1187.62 224~.gB ~sgE.gBg 93~.B6 473.66 1.24 454.1~ .~ .14 .~ 33.47 135d.BB 456.39 4.~ 1.E2 .~ 45.36 135B.~ ~.72 6.33 .58 .~ 72.69 ~35e.ee ~.4g 3.76 .~ .~ 97.37 1sss.se 471.82 3.~ .~ .~ ~.42 13~.ee 473.47 1.65 1J5 .~ ~.lg 135B.BB 474.~ 1.17 .~ .~ 1691.~ 15SO.BE B4/SB/66 g7:56:B8 PAGE 32 SUI~4Ry OF ERRORS N~) SPECZAL NOTES C&UTION ~Ov~o,. ~.BBBB.BBB PROFILE- 1 CRITICAL ~EPTI.( ~SSLFED CAUTION ~CNOm 48EEE.ddd RROFILE- 1 PROBABLE FIINIleJq ,SPECIFIC g~ER6Y APPENDIX 3 DENTON CREEK COPPELL, TEXAS EXISTING CONDITIONS COMPUTER MODELS d. HEC-2 Model Floodway U.S. ARMY CORPS DF ENGINEERS THE HYDROLOGIC ENGI~ERING CENTER B9:59:25 X X X X X X X X X X~ X)O0( X X X X X X X X X X × X X~OOO(X 30(XXX X~XX~ X X X X X PAGE I C T1 DENTON C~EEK - PRE-C~Sll~UCTION ~ITIONS T2 DENT(~ CREEK - 1~ YR D1S~4ARGE (FIS DISCHARGES) T~ DENTON CREE~, T~ (E1~25 *DENTE~T) Jl ICHED< INQ NINV IDIR STRT I"ETRIC 1.BB~ .~l)~ -1.~ .~ .limb HVINS Q WSEL FQ JS LPRNT MJ~EC .1~ .BBB .BBB .l~e .~.~emm#.REQUESTED SECTION NLI~ERS*c====:~ C~OSS S~CTION ON ELI~ FORt( UP~TRENq OF CO%FLUENCE ~IT~ I~'~ CREEX NC .e55 .g55 .~5 QT 5.gee 12Sd.de lg2d.dg NH 5.gee .esg 22Se.de FEHA CR(Z~5 .~Gg 5~,gff.dg .~45 5585.dg .g55 67d.dg .ESe FE~,A CROS~ GR 4~,6.de 241e.de 445.dg 245g.eee 443.gee 2Gee.de 443.dg 267e.ffd 445.eSe 2GEe.de ~ 4~6.61~B 4689.B~ 446.~g 41~.969 446 .~J~ 4456.t196 445.mE~1 455~.66i~ 4.46 .m99 471~.mEB DA/,IdE:NBALK (O.E.C.) C~C~S S~CTZCN 65/13/66 69:39:25 PAGE 3 ET .omb .B~e .~E .gEE .66e .iEEe .6E~l .gEE .Brae .EeC D.E.C. C~S~ SECTION Xl 22576.~B 26.6E~ 5275.66ff 5z166.~6~ 1G2~.EE~ 4~m.mmm 61m.mmm .gEE .Oge .gffB D.E.C. CRO~S SECT][~I ~ ~55.go8 148e.go~ ~,BBe 1see.go8 455.eBB 17~.BBg 452.g~6 1689.eBB 451.g~e ~ 45~,9BB 2~16.9ee ~g. BBe 282~.BBE ~g.gBB ~S9.SBB 4Se. EBB 328~,EBB 45~.BB~ 33BB.go~ ~ 4Se. BBC 33~,BB8 4Se.gee ~1e.go9 451.~6 ~e. BBO 451.BBe 3~e.geg 451.BBe ~ 451JBB 5289.g~0 451.BBC 538~.g89 452.999 559~.go6 4S2JBB 57~.EBB 453.9BB 576~.BBe ~ ~ 4~.~ 58~.OBB 4~.~e 5~E,BB8 4SS.eBB S976.BB~ 455.BBe 631~.EBB 4~,BBe ~ 455.~ ~18.BBO aSS.BBB 65lC.BBC 4Se.eBB 6GlO.BEe 45~.~Ee 66~,BB~ ~.898 6~e. BBe ~ 433.39e ~Ge,ee~ ~.9BB ~eB.BBE 4~.899 67BE,BEe 4~.EBB 7eBB.BEe 453.BB8 7e78.BB~ -- ~ 4~.BB8 7249.EBB 4~.BBE 728~,99g 455.9BB 73~.gBB ~g. BBB 747e. BBB 47B.BBE 755~.~ ~ 47B.Bee 755B.BB8 .~e .BBB .BBB ,BBB .BBC .BBB .goe E5/~3/86 Bg:3g:25 PA~ D.E.C. C~OSS SECTION .ago .Bee .~BB .Bee FE74A CROSS X1 2683J.N0 53.ON 2900.000 31N.N0 12~0.N0 129~.N0 13N,0N .N0 .JN .NB GE 464.9N 55e.N0 461.900 6N,N~ 45g.lN 7N.N~ 455.9N N0.0N 452.900 9~.N~ -- 6R 451.7N 1NE.N~ 451.$N 11N.N9 451.2N 1290.909 4S0.gN ISN.N~ 451.1N 14N.N~ ~ 452.8N I~E.ON 452.6N 1ON.ON 452.~g 17N.EN 453.~E 18N,N~ 453.1N 1ON.ON ~ 453.5N ~N.BN 4~.~ 21BO.ON 4~.~g 22N.BN 455.3N 23N.N9 456.N8 24ee,eN ~ 455,9N 25N.NB 457.6N ~N.EN 456.398 279E.gee 456.7N 2ON.NB 457.Ne 2gN.N~ ~ 451.6N ~N.EN ~8,768 5NS.ON 4~,5~E ~27.N~ 4~.~E ~62.~6 457.5N 51N.N~ ~ 456.9N ]~e.Ng 4~.5N ]]N.NB 455.7N ~.EN 455.~g ]SN.gN 452.~9 ]526.N9 ~ 453.3g~ ~N.N~ 453.3N 37~.N~ 4~.~ 3ON.N0 4~.7N 3ON.NO 4~.eN ~N.N~ ~ ~ 453.6N 41N.~ 453.6N 4~6,N9 4~.19~ 43N.BN 453.~6 ~N.ON 453.8N ~16.N~ ~ 453.1N 45N.N~ 452.gE6 ~N.gN 453.gN 4TN.ON 455.~g ~N.BN 457.6E6 4ON.ON ~ 46~.7N ~N.N9 ~l.gN 51N.N~ ~5.Ng 5~g. NB ,~e .ON .~9 .N~ g5/1~/86 ~9:3g;25 PA~ FE~A CROSS S[CTI~N 5,~i00 133N.IIN 189N.NE FFJ~ CRO~S Xl 2961~.8~ 49.ES8 2296.8S8 234~.~18 71Be. H~ 8~1.~8S 74~.~SS .les .~ ~ ~ 457.~e 2699.ge~ 456.~9 ~9.~ 456.3~ ~gg.~B 456.~8 31~.~ 456.3~e FE~A CROSS 5E:TION PAGE 6 FE:IqA CRg~S SECTI~ G~ 46a.9~e 1~6.0~ 466.~ 11~.~ 463.0~e 12eg. M~ 463.~e 13e~.ege 46~.2e~ 6R 462.$gB 1.r.r. SOe.eg~ 463.ee~ 1~9.~ 462.69~ 175.H9 462.496 1755.egg 462.3~e 1T'/B.$~ ~ ~q.~e 2lee.gee ,se.see 22ee.eee 4~.~e 2~e.eee 457.5ee 2~e. He 457.eee ~e.eee k~ 6.999 .959 16~9.g~9 ,1155 $2~.91M .116~ 3~9.999 J45 3525.999 .~55 ET .~99 .1199 .N11 .ll99 .9119 .g1119 .~9 .11119 .U11 .1181~ FEi~ CR~SS SECTICI~i Xl 95/15/86 FF.P~ CROSS SE~TII~ Xl 32290.000 42.000 3389.11911 $552.000 511.990 511.~9 aT 2.000 3380.1100 465.11~9 463.000 3552.8~ ~ 472.J~ ~e.J~ ~7.~ 131~.99~ ~2.~ l~ee.eee FE/~ C~I:~ S[CTI~ Xl 3223d. U9 .BBB .000 .~9 59.999 ~1.9119 5~.999 .~11 .gB9 .1100 X2 .~9 .~99 .~9 .~/~9 .~t1111 .~9 1.1199 .~ .~B .egg NC .~9 .~69 .BdO 14900.000 56299.~99 149119.11911 .~99 .~9 .ll99 .~9 .IB55 3280.1100 .~6~ $4119.$119 .g45 ~625.999 .955 I~H 472.~. Bl~ .BSB 616~.BB9 ET .BBB .BBB .iDB6 FEMA CRn=~ ~CT]~I J~{~ R, {3AV~S (J.R.D.) CR{Z~ SECT[ON E5/15/66 e9:~9:25 PAI~ Xl ~25~5.~iD~ 6B.~9~ 211~.~ 2325.~B~ 55.~ 55.~ 55.B~ .~ .~8 J.R.D. CRO~ S~TI~ G~ 458.686 3661.666 457.666 ~69.866 457.E66 369~.666 458.~66 57~2.~66 459.666 $716.~ 68 466.6~ $625.~8 4.61.iNI8 38~6.866 462.666 3856.668 ~63.666 $865.666 46~.666 3875.699 GR 496.668 4256.666 .~6 .666 .H8 .666 .666 .H6 .~6 .666 NH 6.~6 .a56 177.~6 .BSS 14~9.666 .gi66 1752.696 .g45 1966.~E6 .655 ET .8~6 .~6 .~6 .gl~6 .966 .~16 .~B .dl66 .~ .669 X1 33145.666 67.666 1752.666 1966.666 385.666 296.666 426.~6 .$~ -- GR 476.668 -175.696 476.666 -175.666 478.666 -175.H8 476.666 -175.968 ~5/1~/86 g9:39:25 NH 5.666 .955 125~.646 .g66 1566.969 .945 16~13.986 .955 3649.666 .956 ~ 4~.~ .~H .~B .~ .~ .~ .~E .~ .~ .~E J.R.D. CROSS S~CTIC~4 ~ 476.eee -~55.066 ~5.eee -355.eee ~3.eee -~e.eee ~2.eee -2~e.~e ~.eee ~ 462.~ 136~.E~ ~l.eee 1382.9Be ~e.eee 1391.gE~ 455.~e 1419.He 4se.gee 1432.9ee ~ ~ ~.B~8 1491.99~ ~5.9~9 151B.g99 456.99B 15~,H9 455.996 15~.B~ 46B.B69 1565.99~ ~ ~l.eee l~e.eee ~2.eee 1592.g96 ~3.eee l~3.eeB ~3.eee 16~.Eee 4s2.eee NH 5.~6 .955 1261.936 .K6 1289,~6 .645 1392.666 .g55 $186.~q66 .956 ET .~9 .~9 .IM6 .~6 .~6 .~9 .966 .gee .~6 .966 J.R.D. CROSS SECT~I~ NH 6.g99 .g56 $55.gg~ J55 1955.996 .~6~ 151g.$~$ .~45 152g.g~g .g55 NH 3226.~gg .~5~ 4~.g~ .~9~ .Egg .J~ .~ .9~ .~ .~ ET .gee .egg .egg .egg .egg .gee .egg .eec .gee .gee J.R.D. CROSS SECTI~ ~ ~2.eee leSS.gee ~s.gee 12lc.eec ~.eee 127~.~ ~.3E~ lsTe.eee ~.eee 1 ~R ~E.EgE 141~.~E 445.ggJ 1426.~E~ 45E.EB~ 1435JEg 455.BEE l~2.gEE 46~.E~ J.R.D. CRO$S xl ~,F.,,a.alg al.ge 131g.ggg 152g.gal 11g.gal al.ale 1al.ale .ale .gee .alg ~ ~.~E 1alE.gEE ~5.~E 1428.69d 45g.~ 1435.god 455.Egg l~2.E~e ~.~g 1~5.gE9 QT 5.ed ldd.ed 138d,d~ M4 S.d~ .~6~ 12~J,d8 NH 396E.d~ .~SB 4~7E,Sd ET .Ed .Ed .~ FE]~ C~06S S~CTI~N Xl 369TS.Ed 31.de 29d.dB ~SE.Ed 2~2E.Ed 2~2J.dE 29TJX.de .de .~ .d8 ~ 473,~ 181~,d~ 474.dE 2155.d~ ~9.dB 23GE.dB ~.d~ ~6~.de ~S.ed 2ese.ed ~ ~5.Bd 29d.de 458.de ~5~.~E 455.5d ~3g.dB ~.d~ ~3J.dd ~g.gd 2937.6d ~ ~ ~2.7d 297~.Bd 45B.6d 2975.gd 4~.gd 2965.~ 456.d0 ~EJ.Bd ~5.d~ ~ 466.5d 3149.969 ~5.BBff 328~.de ~2.d6 ~g.dB ~2.dg ~3g.de 4~.5d 357e.gd ~ ~3.~ 367~.d~ 459.Bd 374g.d~ 459.d9 387~.dB ~1.5d 39GE.Sd ~3.5d 399~.6d ~ 475.dB ~7ff.ffd .~e .~e .d~ .fid .d~ .ed .Od .ed FD~ CROSS S&CTI~I FE~A CR{~ ,T~CTI(1N X1 3954e.e~ 34.M~ 4~.BB~ 415~.~9B 5~.EgB ~.gg~ 5~.~e~ .~B ,Bee .Be~ ~ 462.5~B 41SE.BBB ~8.5~B 421E.EB~ 462.8~B ~BE.~E ~.EBB ~EE.~E 466.5~ 471B.EBB FE}~ CRO~ ~TION Xl ~E65~.EBE 32.BeB ~73B.Ee~ 4815.~E 14e~.J~g 8~.gEg 111~.~ .HE .~ .~9 ~ ~I.HE 1BB~.BBB 497.BB~ 12~.~B~ 491.~B I~.BBB ~9.HB 24~.~BB ~g~.~E 27~B.~M ~ 463.BM 486e.gO9 4BT.ge~ 467B.g~e ~.geB ~Be.ee8 465.~ 51~.BBB 471.H~ 517E.BB9 12 ~ 487 .BBB $38E .~B 489.~ 3$7~.BBB 491 .~BB 5BBB .~ 491 .BBB 4$~.BB~ 488.5BB 474~.BB~ G~ 496.4BB 5B2B.gBB 5~.5BB 52J6. OBB .BBB .BBB .IBBB .BB(I .eBB .BB9 ~ 6.BBB .BSB I~B.BBB .~B 29SE.BBB .~5 41M.BBB .~5 4515.BBB ~ 4585.BBB .BBB ~.BB6 .~B .BBB .~6 .BBB .~ .BBB .BBB FE~ ~l~ ~CTICN ~ .~B .BBB .~B .~B .BBB .~g .BBB .~ .BBB .EBB FEP~ ~RQ~ 1BBB.BBB 498.BBB I~B.BBB 492.9BB I~B.BBB 479.BBB 185B.BBB 476.0BB 1BBB,BBB m ~ 474.BBB 21BB.BBB 472.5BB ~BB.BBB 474.6BB 2~.BBB 472.BBB ~BO.~e ~7.BB9 ~5B.BBB ~ 46g.BBB 351B.BBB 472.5BB 37BB.BBB 472.5BB 3749.9BB 47B.BBB ~BB.BBB 472.BBB 47BB.BBB ~ 475.BBB 517E.BBB 47B.BBB 5SEB.~ 473.EBB 536B.BBB 472.BBB ~Tg.~ 4~.BBB 557B.BBB B5/13/86 99:39:25 PA~ 1~ ET .BBB .BBB .BBB .BBB .BBB .BBB .BBB .BBB .BBB .BBB FE~A C~ ~.CTI{TH FEI~ CROSS S~CTI{~N 13 -- GR 5~2,~8 1~8.~ ~gg.49~ 1~7~.~ 49~.5~ 172~.~ 4g~,6~8 185~.~ 477.68~ ~9~.~ ~ 474.5~ 233~.~ 474.B~ 2~8~.~ 472.4~ ~2~.~e 475.6~ ~BJ.~ 473.68~ 312~.~ I g5/15/66 g9:59:25 PA~ HEC2 RELEASE DATEDNOV 76 UPDATED HAY 196A ERROR CORR - g1,E2.95,B4,g5,O6 MODIFICATI~ - 5~,51,52,5~,5~,55,55 1TIIS R~ E~XECUTED ~5/15/65 g9:41:5~ ,32 I~ROF IPLOT PRFVS XSECV 15.~EI .~B -1 .~B .BBB DENI'CN CREEK - PRE-C(]~STRUCTICN CONDITICNS DENTCN CREEK - 1~ ~ DISCHARGE (ENCROACi. FENT PROFILE) STRT I~'TR I C HVlN5 Q kr=EL FQ .~EE~ .~t~ .~ ~. ~8.15~ .~B X~ECH FN ALLDC I~ C~qIl'l Ill,ACE .~ .g~ .1~ .l~q .ggl~ AiM PA~E 15 MODIFI~TIII~I - 5g,51.52,55,5~,55,56 THIS RUN EXECUTED B5/15/66 ~9:~3:21 NOTE- /ISTERISK (#) AT LEFT OF CROSSoSECTI(~J F~FIBER IM:)IC~T[S lfr. SSAl~ IN SUFtIARY OF ERRORS LIST 14 S~vI*~RY PRINTOUT TABLE 11e SECNO Dr~L 452.49 ~52.73 ~5].52 ~55.85 DII:IG,IS .IW .41 .52 .~E .74 .79 .79 .79 .94 EG I'OPWID gLOB QCH 0~08 PENENC ~ s'rcHL 4~7.18 7616.94 1eB7e.22 5733.13 17296,65 7755.lM 1985.5 4g35.ee ,446.17 7755.ee 19926.E~ 4e~5.52 18~68.45 7755.~ 1985.~e 4935.e~ 457.27 2749.2e 2915.66 1B716.ge 6965,4,4 .ge .ee 27~8.e~ ~TC~HR STENCR 29~1.~8 .~8 PAGE la ~L DIFK~5 EG TOPWID (~08 ~ 458.~ .g~ 456.78 ~14.12 47~.62 11~A.96 459.B8 .76 459.~ 1432.~ 3371.25 11931.59 ~59.58 .~ 459.55 333~.82 ~58.8B 9215.25 (~RO6 PERE]dC STENCL ~TENL STI~R STENCR 55~.42 .~ .~ ~8~.M 267B.~ .~ 5997.15 ,27 ~12.~ ~.9~ 267~.~ )593.~1 ~25.97 .~ .~ 2296.B~ 2~.E~ .~ 56~8.~ .25 1~9.~ ~96.~ 2~.B9 S79~.71 24si.em .S. 2765.73 37gg.~ 5~B.BB 4498.48 15 512~.~ 5215e.$it~ 3225~. 322~. $$1~5,~ ~5/13/86 46~.99 461,78 .g~ 461.1~ 45,67.811 .79 461.96 1616.52 57186.~1 7287.49 95~4.5~ .i~ .~1~ 55~.B~ $637.E~ ,0~ .3~ 2927.15 .25 2279.42 ~4B~.~ 3525.~ ~65.6~ ,N .N 338E.~ 3552.~0 .~ .23 2574,95 338~.~ 3552.E~ ~325,~7 .2~ ~2.~ 338~.99 5552.e~ ~327,77 .2~ 2225.~ ~.~ 3525.~ ~4~2.~ .27 1591.51 2t1~.~ 2325.9~ ,28 ~B.65 1~2.~E 1968.E~ ~55.66 .27 ~5.11 136~.EE 16~3.~ 29~,96 ,~ ,~ 126~.~ 1392.~ .52 ~.~ 126~.gg 1592,9~ 2~.9~ .23 ~7.77 151g,~ 15~.99 152~,~ .23 ~3.~ 131E.~ 15~.~ 152~.Ee .~ .~ff ~.~ PAGE 17 16 TOPt~ID QL08 QCH 579.6~ 2545.36 13123.45 131.19 569.74 1~46.66 14553.54 g57. g6 6~.182 853.Bff .13 3929.27 4~.~ 431f1.99 48~.~ 47~.85 ,~ 48~.~d 471.75 .66 5135d.ddd 472.98 51558.ddd 472.9d .62 55558.Md 472,55 5$$5d.ddd 473.45 .62 5559d.ddd 473.29 5559d.ddd 474.d4 .75 5$9~.ddd 474.51 5;9~d. Md 475.$2 ~5/~5/86 e9:59:25 469.96 495.~5 11d2.71 674~.67 2556.62 .15 4548.87 475d.dd 4815.d~ 50~1.92 47d.g7 1557.85 5577.56 4111.$1 2111.~ .~ .~ 237~.dd 2~A5,~0 .~ 471.8~ 1152.62 3526.7~ ~B3.99 1869.3~ .19 1791.78 237~.~ 2~5.~e 2~2~.43 472.16 1~5.72 ~g6.75 ~86.48 4.85 .g~ .~ 416~.~ 4515.E~ .~ 475,9~ 742,95 1~5.89 77~.11 .~ ,24 5772.~7 416B.9~ 4515.~ 45~5.~ 472.74 22~.~ 3239.63 ~92.~6 ~.gg .~ .9g ~7~.9~ 5675.9~ .~ 475,57 15~.~ 2616.g7 6597.g~ 1~.g5 .~ 4188,45 557~.~ 567~.~ B222.7~ 473.75 1421.55 1921.76 7455.51 ~.~ .~ .g~ 4~.~ 4~.e~ .~ 474.~ 6~.16 1~3.32 91~.66 .~ .23 5526.95 425~.~ 4~.E~ 4~4e.~ 474.8~ 1491.62 2749.~ ~22.~ ~,IB .~ .gg 4335.6B ~15.e9 .~ pAGE 18 S~Y OF ERRORS N~O SPECIAL NOTES dS/15/d6 d9:59:25 PA~E 19 FLDOO,~Y DATA, 0ENT0fl C~EEX, TEXAS PROFIL/ NO. 2 STATICH ....... FLOOOJAY .... HATER SIJ~FAC[ ELEVATICfl 141 DTH S[CT I(~1 FEAN ~JITH 14ITHOUT OI FFERE}%tCE AREA VELOCZTY FLOOQ4A¥ FLaY ld3d.2dd 7755. 43591. ,8 448.1 447.1 18~-~d.ddd 3186. 7255. 2.9 449.6 449.5 .1 238M.9~e 4694. 11386. 1.8 454.1 453.3 .6 24TM.SM 26~,. 7722. 2.7 455,~ 45~,2 .8 17 $2156.66~ 2686. 94~4. 2.5 462.6 461.6 $22~.~B 175g, $976. 5.4 ~2.4 ~1.6 .9 522~e.e~e 1785. ~65. 4.8 ~2.6 ~1.8 .8 PA~ 1 FEC~ RELEA~ DATED NOV 76 UPDATED PAY 198~ ERROR ~R - gl.g2,g~,~,gS.g6 ~IFI~TI~ - ~,51,52,55,~,55,56 I~PC-~ ~l~ THIS RU~ EXI[CUTED 65/15/66 APPENDIX 4 DENTON CREEK COPPELL, TEXAS POST-CONSTRUCTION CONDITIONS COMPUTER MODELS a. HEC-2 Model - DCLCD Channel FIS Discharges b. HEC-2 Model - DCLCD Channel Historic Discharges c. HEC-2 Model- Post-Construction Channel Historic Discharges d. HEC-2 Model Floodway APPENDIX 4 DENTON CREEK COPPELL, TEXAS POST-CONSTRUCTION CONDITIONS COMPUTER MODELS a. HEC-2 Model - DCLCD Channel FIS Discharges U.S. ARraY CORPS OF ENGINEERS # THE HYDROLOGIC ENGINEERING CENTER · 6fi9 SECOND STREET. SUITE D · ~AVIS. CALIFORNIA 95616 (gls) 44fi-21fi5 (FTS) 448-2105 ~/3fi/86 fi8:57:49 X X XXX)O(XX XX)O(X x X x X X X X X X XX)O00C< XX~X X X X X X X X x X X X X X~ X~ X)O0~ X X X XXXXX X X X~O0OC< PAGE 1 HEC2 RELEASE DATED NOV 76 UPDA'II~D RAY 198~ ERROR CORR - fil,fi2,fi3o~4.fiS,fi6 WOOIFICATION - 5fio51,52,55,54,55,56 -- I BF~-PC-XT V[RSI ON THIS RUN E)GECUTED~/Sfi/B; fi8:57:~9 C T1 DENTON CREEK - F.I.S. UPDATE T2 OENTgd CREEK - 1fi YR DISCHARGE PROFILE (F.I.S. DIS~GES) T'5 DE~TGN CREEK, TEXAS (E~25 - H2UPDATE) J1 ICHEO~ IN~ NINV IDIR STRT I~I'R I C ININS Q HGEL FQ fi. 2. Ii. fi. , fi~fififi .fifi ,fi fi. 4a,4.83fi . fififi 1 .ggfi .~fi -1 · fififi · fififi .~fi .l~fi ,$fifi .~fi . ~lfifi .~fi J3 VARIABLE C~GF.S FCR .~Y PRINTOUT lrdl . m 2~1 .m . fififi .Ufi :====:=:REQUESTED SECTIONNI~ISERS****"*** ~5 LPRNT -- ~T 4.fJ9g 159EE.~ 271gE.gEE I~ 5.~ JGB 25Bg. OffE C~ S~CTION ~N EL.H F~ UPSTREJ~M OF C~NFLUENCE WITH CE~T(:N I~EEK -- ~B/86 ~:57:49 PAGE NC .g35 .~55 .~45 .1~ .SEE .BBB .gBB .BBB .9~ .BBB FDqA cRnc~ ~ECTION START OF TH~ LEVEE DISTRICT $75~.g~ ~t6~.~B~ 5565.$~ ~B.g~ .~ -~ ,Bee ~BB.~B ~5.9BB 26BB.~B ~.BBO 275B.~B ~8.ffgB 525B.BB~ S~S.~ 431.4~ 5555.BB~ ~7.EBE 5S6ff.BBB 451.g~ 5585.BB~ 585~.g~g ~6.~E ~B.ff9~ 45B.~ 625B,g~ff 452.g~ 676ff.BB~ ~G.9~ 678g.gBB 45B,BB~ 6~,B99 46~.B~ 7~.~9~ 14~ 5.Me .945 57~4.~B .tn35 5996,eee o~45 6lt?e.eee ,935 619B.Me .955 M4 735~.Me .~e .~e .~t .~ .~e .gM .~e .~e .Ml~ O~ (D.E.C.) ERO~ SECTICN ER 45~.eM 692B.Bee 451.Me 7g~.MB NC J55 .M5 .1135 .1M O.E.C. CR(~ ~ECTION 452.MB 7/STB.BM 453.eee 713B.eMe 46e.eMe 735e.BM .~ .~ .MB .Me .eM .~e ~ S.I~ .El l~.llll .Kg 5~94.1~! .135 546~.M! .KS 661J.g0~ .15~ M4 67&9.~ .MB .g~e .Me .gM .MB ,Me .MB .ME .gee FI;MA C~OSS ~CTION START OF 1*HE PROPOSED RELOCATED C~L X1 2237B.BM 26.eee 5~94.Me 546B.Me oEo.Me 4M.~e ~.OM .Me .Me .Me Xl 2156~.MB 54.eM 4939.61e 53M .lleee 16~e. Me 115B.~le 145e.eMe .MS .~le .gM ~ .~ .~ .~B 4939.M~ ~.M~ ~.~ ~.MB .M~ .Me .eM ~ ~ ~.~ leM.M~ 455.9M I~O.M~ 4~.OO~ 1~6.0M 4~.eM 1299.~e ~S3.Me 132e.eM ~ 452 .~g 1~9.Mg 451 .gM 145d. EM 45g .gJg 1468 .~8 ~9.~ 1579.M6 ~8.M~ 189~.M~ ~ 4~.~ 39~.M~ ~.MJ 4179.Mg ~9.~B 42~.gM 4~.~9 42ER.M9 451.gM 4346.M9 ~ 451.~9 ~.M~ 452.~ 45~.M~ 452.g~ 48~.~ 452.8M 49~9.61~ 4~2.7M ~2~.M~ ~ 4~2.7M 51~.9~ 4~2.58~ 51~.~E~ 452.469 518~.9~ 4~2.~g 52~.~E 4~8.M~ 522~.M9 ~ 453.~B ~.MB 452.~ 57~.99g 452.~9 57~.~6 451.M~ ~59,~9 451.gM 5679.Me D.E.C. CROSS SECTION 6R 465.~ li~.~ 46~.~ 111B.B~ 457.~E~ 119~.B~ 456.B~ 128B.B~ 455.~BB I~.EE~ __ GR 455.~B 1468.~BE 4~.9~B I~.EEe 45~.968 1748.~g 452.698 186~.E~E 451.g~g 1 ~/66 g8:57:~9 PA~ D.E.C. CROSS SECTI~I ~ ~5.~E 1BBB.B~E ~2.~ 11~.~ ~2.Bff~ 11~.~B ~.BBB 123B.BBB ~.BBB 13BB.BBE ~ *57.eee 14lB,BBB 455.BBB 155B.~B 4~.~B 165B.BBB *S3.BBB 187E.EBe 452.BBB FE~ C~0~ ~ECTI~N E~D OF THE PROPO~D RELOCATED ~L E)i3 OF THE LEVEE D]STR/CT X1 255~. ~1~ 45.~1B 2495.2~ 2742.67It 700.~0 5~O.IM~ 7~.K~ .K~ .~g ~ ~9.~g l~g.g~ 451.1~ 11~.~9 4~.~ 1~.~ 451.399 1~d.~9 4~.~g 1~.~ 4 6R 455.166 2BBB.EBB 455.~i~B 21BB.BBfl 454.266 2~g.BB~ 4~.566 2~g.BBd 455.BB~ 2~.BB~ ~ 455.33g 24~.~ 4~.65g ~g.~ 4~.658 ~27.~g 4~,566 263~,BB~ 4~.466 267~.EBB ~ 4~.~g 2742.676 455.~ ~.~ 4~.7~ ~.g~ ~3.~9 ~BB.BB~ 453.266 3166.B~B ~ 453.~ 3~.BBg ~.~g 33~.BBB 452.766 ~6.666 452.~ 3566.666 452.666 3666.999 ~ 452,~ 3766.gBB 452.~g ~.gBB 452.~9 39BB.BBg 451 .GBB ~BB.gBB 451.799 41BB.BBB ~ 452.~ ~.gBB 451 .~g 4~.~e 452.1BB ~g ,BBB 451.966 4~B .EBB 453.666 ~BB.BBe Mt 5.iMB .f55 2619.566 .fl35 2918.650 .655 29fill. flBB .fl35 51BB.BBB .655 FT~4A {:ROSS SECTION CRO~S S~CTlg4 TH~(XQ4 'ITIE PA~S OF COPPELL START OF THE A~OITIOI4AL P~OPOSED C~4J~EL Xl 26836.~ 42.BBfl 2619.58fl 3166 .BBB 1276.BBB 1~.~B 1~.~B .BBB .~E .BBB ~ ~.~ ~.~ ~1.~ ~.~ 459.169 7~.~ 455,~9 ~.~6 452.~9 ~e. BBe ~ 451.7BB 1~ .BB~ 451 .~ 11~.~ 451 .~B I~JBB 4~.999 I~B.BBB 451.168 I~6.BBB ~ 452.866 l~E.~B 452.~B I~.BBg 452.~g 17~.~B 453.~B I~B.BBB 453.1BE 1BBB.BBB ~ ~ 453.366 ~B.BBB 4~.~ 2166 JBB 4~.~g ~.~B 455.~8 2366.eBB 4~.gee 2466.BBe ~ 455.99~ ~B.BBB 457.~9 ~BB.~E 457.3~ ~19.586 436.746 27g2.g~6 436.746 2736.e~e ~ 456.91g 2618.65B 457.~6 ~B.BBB 451.~E ~BB.BBB ~.7BB ~JS.gOB 436.366 3927.gBB ~ ~ 436.~ ~62.B66 452.~B 31~.BB~ 4~.966 3~.BBe 4~.BBe 323B.BBe 438.966 3296.eee ~ 436.BBB 55BB.BBE ~6.gBB ~.~B 4~.eBB 37~.966 458.BBB 3776.066 ~e.g~E 1 ~ ~/96 ~8:57:49 M4 5.BBfl J55 2416.980 .f35 26~9.766 .~55 2766.~BB .gt35 29~1 .BBfl .655 f~ S1BB.BBB .BBfl .BBfl .BBB .BBfl .BBB .BBB .BBB .BBB .BBB FE~A CROSS S~CTION QT 4.g~1~ 133~,Bflfl 189~.BBfl 21366.BBfl 562flfl. BBfl ,~ .iMB .KE .BBB .eec ~ S.~E ,~ 2319.~ .835 ~21.eee .Ke ~ee.eee .~5 27~.~e .e55 SECTION X1 28876,g~B X~ .BBfl gR 47fl .]~fl NC .m .gEe .m .1GE .3GE ,gEE JGE .Egg .GEE .GEE M4 5.m .~55 2~68.73zl .g135 2253.GEg .Jl55 2296 .glJlg ,g155 2448 .GEE .855 M,I SlgE.m .GEE .~ .GEg .GEGE .GEE .~ .~ .gEE .ggE M4 5,GEg .855 3445.188 .835 3642.398 .855 3756.gge .835 GE5g. GEg .855 · ( 71GE.GEg .Egg .GEg .Egg .gEE .gEE .gEE *GEE .~g .ggE FE~. CROSS X1 3g578.GEg SE.GEE ~45.1gE 39~g. G88 GEE.gEE GEE.GEE GEE.GEE .gEE .Egg .ggE X3 .EgE .~6 .~ ~5.EgE ~5.ggE ~.gE~ ~E.~6 .gE9 .gE6 .~ ~ ~ 478.~ 1Mff.gEff ~.~ff 17~.gEff G.8~ 18GE.GEE ~5.488 19GE.GEE ~3.6gE ~gE.gEff ~ ~l.~ff 21GE.flEE 458.~ff 2~ff.~ff 458.~ 23GE.GE~ 457.~ff 2~E.GE~ 457.~E ~GE.GEff ~ 4~.~6 ~E.GEg 4~.~g 27GE.GE~ 456.388 ~gE,gEg 455.~J 29GE.GEff 4~.888 ~GE.GEg ~ 456.188 31GE.GE~ 456.1~ 32GE.flEE 456.~E 3388.G89 457.388 ~GE,GEE 457.43E ~5.168 ~ 438.23E 3522.~e 436.23E 3558.GEE 459.339 ~2.399 459.~g 37GE.GE~ ~5.988 3756.GEE ~ 439.688 3776.GEg 439.GEg 3612.G89 45G.788 ~SB.~ff 458.~E 387ff.ffgE 451.~E 3884.ffgE ~ 455.~ff 3924.gEff 459.~ff 3~ff.ggE ~ff.gEff 39~.~ff ~ff.gEff ~.EGE 45ff.g89 415fi.gEe ~ ~ ~2.ggE 438E,ffe~ 45fi.Egg ~GE.EE9 ~6.gE9 ~GE.GEg ~9.288 52GE.GEE 46~.188 53GE.BEE ~ ~g.lgE ~GE.GE9 459.888 5~.GE~ 459.688 5517.~GE 459.188 5GGE.ffgE 459.188 57GE.GE~ ~ 459.1ee seee.eee 459.GGE 5geE.gEE 459.9eE ~ee.eee 459.99~ 61gE.Bee 459.7ee 628E.GEe ~ ~ ~ff.lgE 6369.988 ~.4GE ~GE.EGE ~l.gEe 6~.ogE ~2.288 66ee.egE ~2.988 67ee.gEe y~ .gEE .GEg .gE~ 3387.ggE 478.GEg .gEE .~ -~ .gEE .gEE GR ~64.9~ l~E.EEE 466.~E 11~.~E 463.~ 12dj.gee ~63.gEE 13~tg. EEE ~3.~ ~ ~2.~ l~.~g ~3.~e 16~.eee ~2.6~e 17~.~E ~2.~B 1755.~ ~2.3B~ 177E.~ ~ 4s7.~g 3213.ged 457,~9 32~.geg 4~.~9 339~.K~ 459.7~ 3387.936 436.55g FEMA CRO~ SECTICN EN~ OF THE N~OITICIqAL PROOPOSED CHAN~L Xl 321SE.gee ~l~. UE 34~lg . gee 3525 .l~E 9~E.gEE 95E .gee 92~. gee .gee JE8 .ge~ ~ ~1 .~B ~.BB~ ~B.~9 ~.gB~ 437 .BB~ ~27.gE~ 437.BE~ ~.BBB ~37.BBB ~TE.gB~ 1 ~4/3E/86 ge:57:49 PA~ 7 NC .E55 J55 J15 .3ge .sgE .gee .gee .~g .gee .gee FB~ CROSS ~CTICN END OF pNIKS OF COPPELL DEHT~I T~t*P ROAD ~ ~ 4~.~e 2~1 Joe 456.~B 2221 .~e ~1 .~d 2222,~ ~9.~ 243~.99e 459.599 ~.eee ~ W.~E 41~.~Bg ~1 .~g 4235.966 458.~ 4236 .~ 456.99B 427e.~ 456.~e I ~ 452.~ 435g.~B 453.~B 436~.gB~ ~l.~e 43~.egg ~l.~E ~3B.~B ~1.~ 473B.gBB FEI~ C~O~S e~GTI~I Xl 3223E.~ X3 .ME ,]ACt( R. OAVIS (J.R.D.) CRC~ ~CCTICN START OF THE RIGHT ~ FILL ~ IIq)ROVI~ m ~.eee 21~.eee 4ss.eec 21~.eee ,~.eee 2~.eee ~5.eee ~le.~e ~.eez 2225.eee ~ ~ 437.7ffff 2232.geE 438.~ 223g.~9 ~.gEe ~45.eEe ~5.~6 2253.gffd 456.909 2263.gE~ J.R.D. CRO~ 5ECTIO~ 6 M4 6.MB .r~ 13f15.9~E J55 1428.6M .fee 1752,ME .g45 196ff. EEE .855 J.R.D. CROSS $3145,ME 67.ME 1752.MJB 19GE.EM $85.ffM 29~.ME 4~.ffM .~ .~ff .M~ ~.33~ 1315.~ ~.~ 13~.1~ ~.~ 13~.Mff 453.~ 14~.~ 452.~ 1~5.~ 451.7~ 1515.~ ~2.M~ 1~5.~ 453.~ 1G~.Mff ~3.~ff 16Gff.~ ~3.M~ 17~.ffM 4~.~ff 1625.M8 ~5.M8 1835.~ff ~.~ff 1~9.~8 439.gM 1852.~ 438.4M 1862.Eee 439.~6 1679.M8 ~g.Mg 1876.~ ~5.Mff 1889.gM 4~,ffM 1898.M9 455.8~g 19~3.ffM ~.ff~ 193fi. EM ~l.Mff 1936,M9 ~2.ffM l~l.tiM ~3.~ff l~ff.ffM ~3.gM 1969.ffM ~2.g99 ~ffS.ffM ~I.gM ~39.eM ~.Me 245LgM ~.Mff ~39.M6 ~I.eM 3699.Me ~2.gM 3797.ME ~3.eM 3712.~9 ~3.9M 37~.M6 ~2.ME 3739.9M 461 .BM 3736.Me ~.~ff 3751.~ff 455.~ff 3766.ffM 453.ff9~ 3786.666 455.M9 3796.Mff 459.ffm 3EM.EM ~.M6 ~ff.Mg ~1.~ 3865.M~ ~2.ffM 3888.Mff ~3.ffM 3915.Mff ~.M~ 3935.ffM ~/86 ~:57:49 PA~ GR 47E.liM 4137.EM 471 .ME 4162.BM 472.ME 419~.flM 473."M 4221 .ItM 474.ME 4242 .EEE ~ 475.18M 4278.ME 4M.ffM dJ441J. Ei~fl .gM .Erie .BM .M]~ .M8 .Miq NH S .IIIM .~55 131~.fEE .E6E 1]88.M8 J45 1GE3.EM .g55 564~.EM .~158 /~ 45~.EM .~ .MA .MA .MA .gee .MA .MA .M~ J.R.D. CRiISS SiCTION Xl 3347E .ME 56.M~ 136E.~E 1M3.EM $15.ME 26B .glee 325.~M .elBA .BAA .MA gR 47~.ME .MA 465.Mg .~8 465.Mg ~.M~ ~59.72E g75.~B ~59.72~ 975.~5~ ~ 459.7~ 975.65~ ~.M~ 1~1~.~ ~.~ 1135.MB 453.~ 12~.M~ ~2.Mg 131~.Mg ~ ~2.M~ I~.BM ~1 .M~ 1362.8M ~.M~ 1391 .~ 455.EM 1419.Mg 4~.MB 1432.ME ~ MS.Mg 1432.M~ ~ff.ffgg 1469.~ff 439.899 1465.BM 439.~e 1475.ffm 439.gM 1485.Me ~ ~l.~ff 1718.gffd ~.Mg ~9.~9 ~.MB 277f.~ ~1.~9 3597.~ ~2.ffM NH 5.~ .~55 1281 .MB ,~E 128fLME .~45 1392.ME .iq55 319E JM .1~5~ ~.R.D. C~0S5 SE~TIGN Xl 34268.998 61.888 1296.969 1392,999 859,999 259.888 798.888 .gEE ,968 .996 6R 478.969 .~ 465.B96 .M~ ~S.~ ~3.99ff ~1,~E 968.96~ 453.99~ 996.896 ~ ~ 452.~ l~a.~ 451.~S lg37.~e 452.96~ lJ75.~ 452.966 1875.g96 ~2.96~ lf75.696 ~ 453.~E 11~.~B ~1.~ 1~1.~B ~l.~g 128B.g96 ~g.~g 1~1.~e 455.B96 l~.Eee ~ 4~.996 1319.969 ~5.996 13~.~E ~.~ 1337.~ 439,~ 1~B.996 ~,~B 1~5.996 -- ~ 439.~ 13~.~e ~.~e 1357.~e ~5.99e 1363.699 458.998 1372.~ 455.99~ 1381.99~ ~ ~.~g 1~E.996 ~2.966 ~.g96 ~2.996 27~.~ ~2.969 3118.~ ~3.B96 3156.8~ ~ ~.~ 5189.896 ~5.~E 51~.966 ~5.B96 3218.~g ~.~g 3221.96~ ~.eee 3279.96~ ~ ~.~ 3~6.E96 455.969 3~2.g96 4~.~ 3312.96E 455.968 3321.968 ~.996 3336.996 ~ ~1.~ 3355.969 ~2.96~ ~56.96E ~3.969 ~89.96~ ~.96g 3569.96~ ~5.96~ 3~e.899 ~ ~6.~ 3561.g96 ~7.~ 5595.968 ~6.996 ~39.g96 ~9.696 ~75.~8 ~9.896 3822.996 ~ ~ ~9.96~ 3938.969 478.996 399~.~ 471.968 ~5.96~ 472.96~ 4118.968 473.969 4162.99~ ~ 474.969 4231.996 .96~ .969 .B96 .g96 .g96 .E96 .E96 .999 NH 6.888 .858 648.998 .655 1885.888 .868 1318.888 .845 157J.968 .855 ~ 3226.969 .858 4349.896 .968 .998 .966 .968 .968 .896 .996 J.R.D. C~056 SECTI(~N Xl 54858.968 99.99g 1318.l199 1529.888 52J .99g 64g.998 ~.~B .~ .~E .B96 ~ 479.969 .969 ~5.969 .~ ~5.96~ ~.~9 ~5.~B ~.~B ~5.~9 ~.~B ~ ~2.996 lg38.999 ~3.969 121g.966 ~.996 1270.966 ~.399 1310.~E ~.999 1338.~e ~ 455.~0 1~1 .~e 4~.996 1399.969 ~5.968 1~8.996 ~.~E 1398.960 439.~E 13~.968 ~ ~.~ 1418.968 ~5.~9 1428.~ 4~.968 1435.96~ 455.~9 1~2.969 ~e.996 1~5.E96 ~ ~5.969 15~.969 ~6.996 1532.969 ~7.996 155g.968 ~6.f99 1578.969 ~9.998 159E.996 1 ~9/86 86:57:49 PA~ 18 GE 478.969 1618.968 471.968 1638.968 472.888 1648.888 473.896 1671.968 474.968 1691.988 -- GE 475.968 1718.888 476.968 1748.888 477.798 1768.96g 477.099 1785.998 476.999 1828.969 6R 475.968 1865.g99 474.968 1918.969 473.888 1995.888 472.888 216B.899 471.999 2325.998 GE 479.998 2499.898 469.899 259g.999 468.899 2645.99g 467.996 2799.~ ~66.968 2755.966 -- GE 464.969 3228.969 468.g96 3234.969 456.496 32,q(I.996 4~.96g 3255.989 ~.968 3272.969 GE 479.999 5599.969 475.96g 375g.999 476.479 3799.999 475.~ 5642.999 479.999 4~39.969 -- GE 469.969 4~79.996 468.969 4118.969 468.999 4125.969 469.969 4152.969 478.998 4196.969 GE 471.968 4298.996 472.969 4228.968 473.969 426~.968 474.989 4296.969 475.968 4349.889 fei 3226.E99 .BSB 4~g.999 .BBB .999 .969 .999 .969 .996 .969 J.R.O. C~OSS S~CTION EM] OF THE RI6HT Bkl~K FILL ~ IN~R(]VBf-NTS Git 478.~ -596.~ 465.968 -~ff.~ G.~ -~.~K ~3.HE -24~.899 ~3.K~ -~.~ ~ ~3.~ .~e ~3.~e ~.968 ~2.~8 1~.~9 ~1.696 355 .~E MI.~B 1995.968 ~ 6.grf .KD 12ftff. felg .i~ 2156.grg .Kg 29gr .ggr .~45 "J6g.ggg .grg M.I $9~.fgr .~3~ 4,gTg .grg .grg .grg .grg -grg -grg .~e .ggr M4 6.grg .KD l~.grB .~ 2~g.grg .frS5 ~.ggr .~5 415~.ggr .ggg N4 4,9r,~. grg .f~55 62~.grg .grg .~6 .~ .grB .~ .gr6 GR rdl2. grg lgrg .ggr 491 .Sgff 1rgb .ggr 479.grB 238g.grg 478.Sgr 249~t.grg 478.grff 287g.ggg 11 H4 6.1&M .ff5~ I~.EEE M~ 471f.gg~ .f55 E~4E.9~9 JEff .fee .I~E .BE~ .BM .~ FE~A CROSS SECTION I ~4./3~/8G B6:57:49 PAGE '12 · ff55 253ff.gff9 .1855 237B.gffff .~5 2~5.Sffff 12 N'l 6.MIB JSB I~.BM .~B 293g.Me ,ll55 416B.eee .~5 4515.gee .g58 Nil 4565.Mg JG~ S42~.Mg .~ .Me .NB .Me .NB .MB .glee ~14 6.Me .irae l~e. Me .ess SaM.Me .gSa S57e.eM ,g45 587B.Me .m58 N~ 6T2~.BM .e55 62Se. EM .NB .NB .NB .NB .e~e .Bee .Bee ~ 5lB,BM I~B,BM ese.~e I~B.BM 492.MB 1MB.BM 479.gM 18Se. EM 476.MB 19M.M~ ~ ~ 474.~E 2166.Mg 472,~9 ~B.EM 474.~8 2~.EM 472.~E ~M.Me ~7,M~ ~SE.Me ~ ~g,eM 551g.~g 472.~ 57BE.M~ 472.5M 57~,M9 47E.BM ~M.MB 472.ME 47M.OM ~ 475.~g 517B.BM 47e.~B 5SM.M8 475.M8 5~B.MB 472.eM ~7g.~d 4~.BM 5579.098 ~ 4~.M8 ~eB.BM ~8.BM SSa.BM 4Se.BM ~M,BM 45~.M8 56~.BM 451 .ME ~SB.MB ~ ~E.BM ~5B.BM ~7,BM ~7B.MB 4~,EM 57EE,MB 472.~e sgBe.~E 473.M9 6Ma.gM ~ 476.~9 61M.ME 481 .~d 61~.9M 498.998 617e.BM 51e. MB 623g .ME .eBB ,ME ~ ~6/66 B8:57:49 PA~ I~ 6.gBe .~.B 1MB.gee .B55 19M.ME .BGB 42Se,Me .945 4~.~ .KB ~4 ~eB.~ JS5 45,~.Me .NB .NB .~tie .NB .~B .Bee .Bee FE~ CR06S SECTION 13 THIS RL~ ~L~E(::t.~'~ M/Sff/BG IIg:sI~:~ T2 T3 DENT04 C~EEK, TEXAS J1 ICHECK INQ NI~ ~/SG ~8:57:49 OENTON C~EEK - F.I.5. UPDATE OENTON CREEK - 5ff V'R DISCHAR6~ PROFILE (F.I.S. DISCHARGES) IDIR 5'[RT PETRIC X~Ct/ X~CH FN · /IN5 Q HSEL FQ N.LOC IBI,,I C~IH ITRAC[ PAGE 15 HEC2 RELEA~ ~ATEDNOV 76 UPDATED f4AY 198~ ERROR CORR - ~1,~2.~3,1~,O5,ff6 IqOO]F]CAT]ON - ~,51,52,55,5~,55,5G 191~-PC-XT VERSION THIS RUN [9~CUTED ~4/5~/8G fig:fi1:53 OENTCI4 CREEl( - 109 YR DISCHARGE PROFILE (F.I.S. DISOtARGES) J1 ICtEO( I1~ NINV IDIR STRT I~TRIC ININ5 Q HSEL FQ 14 ~4/3~/86 ~8:57:~9 PAGE 16 IEC2 mPirlSE DA[ED NOV 76 UPDATED RAY 1984 ERROR C~RR - ~1.~2.B3,~.~5.ll6 RCO/FICATICN - 5~1.51.52.53,54,55,56 IBPI-PC-XT V~RSI ON TI J1 ICHE(~ IN~ NINV mi. S. ~. __ J2 ITROF IPLOT PRFV~ 15.~1J .~1~ -1 .~ 1 1~8:57:49 OENTI]q CREEK - F.I.S. UPDATE DENTON C~[EX - ~ VR DISO~ARGE PROFILE (F.I.S. DISCHARGES) IDIR $TRT PETRIC WSECV XSECH FN Q ~9EL FQ ~L~ I~ CHNIR I~A~ .KS .gg~ .K~ .gSS '[14IS R~ EXEI~TEO ~/{~/B6 1{9:B2:59 PA~ 17 HEC2 RELEA~ DATED NOV 76 UPDATED RAY 1964 ERROR C~R - II1,S2,~3.~4.1~5,R6 NDOIFICATION- 5S,51,52,53,54,55,56 I BI~PC-XT V~RSION TtllS RL~ EXECUTED ~,/11~/86 R9:~4:22 NOTE- ASTERISK (#) AT LEFT OF CRO~-~CTI04 NU~ER INDICATES I~GE IN SLIMY OF ERRORS LIST CREEK, TEXAS ~I,I~IARY I~Ih'TOkq TABLE 15~ ~ECNO XLCH ELTRD rcl. J,.c EUWIN Q ~3EL (~IkI5 E6 1 ~K~'S VCH AREA .81K 15 19339.mi9 b'5~.98 .mi .mi 431.79 128~9.~9 459.92 .99 459.56 .62 1.78 9999.83 16271.52 19559.mi9 ~.99 .mi .mi 431.79 182~9.~9 459.57 .99 459.63 .97 2.29 11662.~6 18452.66 19339.999 65E.99 .mi .mi 431.79 2~1699.99 45~.61 .mi 45~.88 1.12 2.49 11~3.45 19433.86 193~.~B 65g.6~ .gE .~ ~31.7g ~E.9E 452.~ .mi 452.56 1.69 3.~7 1~737.~2 27918.22 19939.mi9 6~9.mi .mi .mi 432.mi 126mi.mi 45,~.~4 .mi 459.12 .98 2.39 6185,27 12985.07 19939.999 mt~.mi .mi .mi 432.99 162~8.mi 459.6~ .mi 45~.74 1.68 3.97 6734.54 14~3.~6 19938.~9 ~.~ ,~ .~ 432,~ ~6~.~ 4~.~ .~ 451.91 2.91 3.39 6962.89 1~538.66 l~3E.mie ~E.99 .~ .~ 452.mi ~.mi 452.~ .~ 452.8g 3.93 5.92 9531.36 18263.~6 21569.999 145~.99 .mi .gg 432.4~ 12899.99 459.17 .mi 459.51 1.49 2.98 4392.~4 10486.82 21569.~99 145~.99 .mi .mi 432.~ 19299.mi 459.92 .~ 451.~7 2.~ 4.~ 45~2.69 112~.59 2156~.~mi 14~.mi .~ .~ 452.~ ~9g.mi 451.1~ .mi 451.41 ~.~ 4.49 459~.59 11517.26 2156~.mi~ 14~.~ .~ .~ 432.~ ~.mi 452.91 .~ 453,67 7.mi 7,mi 517~,86 15677,67 22379.999 mi~.mi .mi .mi 432.5~ 128mi.mi 459.29 .99 459.46 2.99 3.32 5656.46 8857.45 22379.996 mi~.mi .mi .M 452.59 16299.99 451.93 .mi 451.54 3.57 4.46 4~61.56 9638.97 22379.88~ ~9.99 .gE .~ 452.~ ~668.gg 451.35 .gg 451.73 4.~ 4.93 418~.21 9996.76 22379.~g ~g.9B .mi .mi 432.59 ~d.gg 453.47 .~ 4~.~ 9.99 7.47 ~45.56 129~8.54 256mi.999 799.95 23696.999 799,U 23899.999 799.99 23899.999 7mi.99 .mi .mi 45~,.66 12699.99 45~.54 .mi 45~.76 6.58 5.36 2389.91 499~.78 .mi .mi 434.68 162~9.99 451.19 .mi 451.88 11.1~ 7.12 2555.79 ~77.17 .~ .~ 4~.G8 ~6~.~ 451.43 .mi 452.~8 1~.~7 7.83 ~29.5~ 5696.~5 .mi .~ 4~.68 ~2mi.~ ~3.57 .~ 455.67 23.25 11.62 3125.63 ~87.37 94/5~/86 98:57:49 PAGE 16 247mi.9mi 75~.99 247~9.mi9 75~.99 24799.9mi 759.99 E~TRD ELLC ELRIN 4~5.~4 435.94 435.94 435.~ Q 12899.99 18299.99 362mi.U CI4~L C~Z&45 EG I~K~,~S VCH AREA .~IK 499.65 ,~ 451.27 6.~ 5.29 2418.95 5E74.96 ~1,95 .mi 452.67 9.83 6.85 2665.~ 56~5.47 452.45 .~ 455.59 11.22 7.41 2778.77 6149.86 4~.51 .mi 457.16 16.75 1~.57 ~95.18 8658.95 16 266~.mi9 125,~.mi .mi .mi 436.~ 128mi.99 452.12 .mi 452.51 7.98 4.96 2573.11 4611.91 268~.~ 125~.mi .mi .~ 4~.~ 16~g.~ 453.92 .mi 4~.45 9.31 5.~ 3183.45 5965,22 ~.K~ l~.mi .K .~ 4~,~ ~.~ 4~.7~ .~ 455.~ 9.~ 6.g3 3868.37 6662.9~ ~.~8 1~.~ .~ .~ 456.~ ~.~ 459.g7 .~ 459.48 6.57 5.~ 67~1.13 1~125.4~ 2SS~.~ 7~1.~ .~ .~ 4S4.&8 128ge.~ 451.29 .~ 491.?g 5.96 5.13 24~.2~ 5296.38 ~,~ 7~.mi .~ .mi 4~.~ 1~.~ 452.K .M 45].32 8.~ 6.~ 2682.12 62Ze.~1 ~5~.~ ~.~ .M .M 4~.~ ~6gg.~ 453.27 .~ 4~,g3 9.57 7.~ ~2.59 6656.77 ~.~ ~.~ .~ .~ 4~,~ ~,~ 4~,86 .~ 4~.25 13.36 9.~ 38~.17 9696.37 435.2.0 435.28 435.2~ 435.26 12mi6.99 182~6,mi 2fJGmi.~ 36288.86 452.75 434.76 455.59 458.76 .H .mi .H 453.18 6.69 4.86 2635.25 5165.55 455.26 7.26 5.45 4188.26 6754.66 456.61 7,23 5.47 4925.27 7663.86 466.53 5.86 4.82 11866.89 16866.67 29BM.mi8 619.98 .6~ .f~ 436.36 133fl6.~ 453.14 .69 455.51 7.55 4.93 2767.28 4839.55 28876.688 616.K .f~ .f~ 436.36 18966.66 455.2~ .K 455.72 8.66 5.78 3328.71 6348.44 29876.689 516.98 .~ .~ 436.3g 21~8.~ 456.66 .86 456.56 9.22 6.85 3594.65 7816.15 29876.~9 619.66 .f~ .f~ 436.39 362~8.mi 459.67 .mi 4~.63 9.8g 7.14 6393.52 11561.93 29616.ff6 6re.i~ ,M .mi 437.46 153g8.mi 455.68 .mi 455.96 6.34 4.83 2753,68 5281.45 2milg.f~ 6re.~ .M .~ 437.49 189mi.gg ~5.76 .~ 456.24 7.55 5.59 5381.55 6971.34 ~1g.~ ~.~ .~ .M 437.~ 213mi.mi 4~.57 .~ 457.11 7.61 5.87 3635.38 7725.81 ~1g.~ ~.~ .~ .~ 457.~ ~9.96 ~6.48 .~ ~1.21 8.13 7.gE 6399.28 12695.~9 3E579.~9 re8.~ .mi .mi 438.23 133mi.mi 454.19 .~,~ 454.63 6.13 5.31 2553.91 4664.55 3g578.mi6 miff.99 .f~ .mi 438.23 18958.58 458.45 .mi 456.99 9.96 5.91 32~6.23 6315,51 ~79.~ ~.B~ .~ .~ 4~.23 21~B.mi 457.29 .~ 457.87 9.12 6.g9 ~99.5~ 795~.12 ~578.gJg ~.9~ .~ .~ 438.23 56~g.mi ~1.39 .~ ~1.~ 7.59 6.~ 8727.18 13142.95 438.16 438.18 438.18 13366.69 16966.96 21388.66 62~. mi 92J.mi 826.mi 62fl.95 454.68 457.91 457.89 462.18 3123~.9mi 3123~.988 91236.888 455.12 7.61 5.36 2518.55 4621.98 457,55 9.83 5.91 3463.95 6269.11 458,43 8.73 $.68 d~91,58 7289.18 462.39 6.97 5.11 12~88.~4 14695.21 521re.~9 92~.mi .mi .mi 437.98 13388.58 455.13 .mi 456.21 13.~ 8.37 1652.36 3682.67 321re.~mi 92~.mi .~ .f~ 437.88 189mi.mi ~7.~ .mi 456.93 16.24 9.95 2136.61 4666.26 321re. Emi 9~.9~ .~ .~ 437.~ 213mi.~ 456.23 .~ 459.95 17.~ lg.~ 2424.22 5114.4~ 321~.~g ~.96 .~ .~ 437.~ 36~.~ ~2.37 .B~ ~3.~ 11.62 9.72 6336.79 16626.23 522mi.~mi re.mi 465.mi 463.mi 455.88 13T~8.mi 45~.66 .mi 456.77 6.89 11.62 12JL4,77 4461,43 322~8.8mi ~.~ ~5.~ ~3,~ 435.~ 189mi.~9 456.86 .~ 459.63 11.~ 13.49 1599.86 5631.28 32~e.H~ ~.gg ~5.~ ~3.~ 435.mi 213g6.6g 457.59 .~ ~.63 12.17 14.16 1776.98 6185.36 ~ 3~.~58 ~.69 ~5.H ~3.mi 435.mi ~.~ ~3.~ 463.9~ ~5.12 16.53 13.~8 ~mi.43 9~2.91 1 94,/3fl/86 96:57:~9 PA6E 19 17 $23~.fff 55.mi .66 .f~ 437.76 9488.68 456.17 .H 457.28 49.12 8.83 1189.76 1341.26 52395.666 55,69 .~ .M 437.76 132gE.mi 459.46 .H 4re.15 26,15 7.~ 2119.~ 2487.96 32~.~ ~.~ .~ .~ 437.79 149mi.mi ~g.59 .~ ~1.18 23.~ 6.~ ~85.36 31~6.74 9466. 152J~.8;I 522re.M 456.57 459.72 437.~ 437.~8 456.99 7.86 5.26 1942.89 3352.27 459.96 5.68 4.57 5637.17 5856.51 ,N 3223~.666 re.~E 465.mi ,463.68 435.mi 133EE.mi 454.77 .mi 456.92 8.73 11.53 1216,17 4581.92 $2236.EEE re.~ 465.68 d~3.66 435.EE 189~.68 457.~4 ,~ 459.72 18,65 13.27 1633.55 5739.86 32238.m ~J.~ 465.H 463.EE 435.68 21368.66 457.85 .Sd 468.73 11.52 13.84 1843.85 6275.86 SE(NO XLCH ELIRD ELLC ELJIIN Q QWSEL ~I&45 EG lgK*S VCH AREA .51K 323~5.688 32725.686 32725,m6 32725.gg6 $2725.~8 33145.iMg 33145.8~ 33145.8~ 3~476.g~8 $9476.~8 33476.888 39478.~6~ 3~958.888 9495~.666 94956.888 34958.888 56979.888 56976.888 56978.688 56978.89~ 1 SS.Il6 426.88 428.6~ 428.88 426.88 428.88 428,88 429.H 428.88 325.68 325.88 325.88 $25.m 79~. 88 798.86 799.56 75~.68 596.86 59~. 88 59g. 88 59~.~1 88:57:49 .66 .68 .28 .m .68 .{m8 437.78 436.~ 456,4~ 438.~ 456.4~ 459.99 439.55 439.98 439.~ 438.88 438.88 436.98 438.86 439.3~L 439.38 439.38 439.56 439.38 439.38 439.36 439.38 448.88 4~8.88 56288.88 9468.88 13M8.8~ ~2~.~ 132~.68 14988.88 13298.~ 14988.88 5G2ff8 .'88 ~8.68 13288.69 149~6.~ 56288.68 6466.m 13288.88 149~.~ 9468.88 13~.H 14958.88 36288.88 1~,E8E.58 13888.88 15688,88 56288.66 465.47 457.~ ~.~ 465.75 458.25 466.71 461 .$2 465.85 456.47 468.89 461.79 465.94 459.37 461.66 462.31 466.14 459.53 461.71 462.39 466.28 459.68 462.38 463.18 466.93 463.69 465.58 466.82 469.n6 .J .68 465.62 458.12 469.65 461.57 465.81 458.59 466.91 461.76 465.92 458.96 461.22 461.99 466.83 459.52 461.61 462.47 466.26 468.33 462.65 463.29 466.94 46~.57 462.92 463.56 467.13 46~.88 465.81 466.26 469.~6 7.39 9.12 5.~ 3.78 2.52 8.97 7.25 5.69 3.46 11.12 15.61 8.13 3.68 6.18 5.41 5.94 4.55 23.62 28.82 29.29 25.13 22.15 21.62 17.48 8.99 13.35 16.25 13.21 4.4~ 5866.53 3112.15 3.33 6683.31 5878.71 2.87 8768.59 7743.37 2.93 28624.48 22793.61 4.66 2736.77 3138.68 4.56 4635.63 4982.67 3.73 6911.46 6244.49 5.24 18857.85 16415.98 5.17 2873.62 2618.28 5.67 3974.91 4852.89 4.38 6238.58 5227.89 3.46 1895~.57 19882.85 3.83 3362.65 3894.88 3.79 46~.~.47 5676.78 3.9~ 5391.96 64~5.35 4.29 16155.13 16964.68 7.22 1323.66 1926.ff4 7.91 1936.63 2456.89 7.96 2336.91 2753.16 8.24 7561.46 7221.16 7.82 1363.67 1999.43 6.74 2824.73 2679.43 6.17 564~.37 3563.96 5.11 12583.42 12574.52 5.68 2777.~4 2737.24 4.73 4385.77 4389.78 4.92 4.6~9.63 4814.53 6.46 9586.88 996ff.92 PA6~ 28 ~CNO XLC~ ELTRD EL.LC EUqXN Q C~L C~IL4S 86 I~K'~S VCH AREA .81K 18885.S8 13888.~ 15688.86 247S.Sff 2478.66 4~2.88 4~2.98 442.U ~2.N 442. S8 442.~ J~I2.H 466.39 467.91 ~o8.42 472.14 ~06.43 ~7.~ 466.46 472.19 466.6,6 466.51 442.68 442.88 .M .N 466.83 467.55 468.65 471.61 46~.29 467.76 468.25 471,86 467.72 .M .B 7.66 7.62 7.95 11.24 4.39 5.15 5.6~ 16.25 6.76 6.5~ 39948. fgg 3954~.g~6 .N .M 9998.88 137~.~0 5.28 2966.19 3613.87 5.54 4265.15 4999.14 5.77 4721.34 5534.49 7.61 8284.68 18797.36 3.31 34g9.91 4772.99 3.75 4218,96 2883,~6 3.99 4499.57 6591.49 6.55 6665.85 11328.18 4.28 3181.53 3625.43 5.17 4413.78 5357.91 18 395~.1111~ rj.98 .1110 .98 442.98 154~.98 ~68.22 .fg ,~;8.52 6.66 5.52 4886.14 5967.12 365~.11.1198 5~.98 .98 .98 442.98 ~62~.98 471.61 .98 472.25 9.26 7.14 6498.69 11894.46 4~6511.1111~ 1116.P111 ,ES .gE 4411.1111 6668.98 dt~6.91 .~ ~7,Eg 3.81 3.72 ~39.25 ~.~98 111~.~ .~ .~ ~.~ 9198.98 ~8.41 .99 ~8.58 3.77 5.95 3624.17 ~6~.~ 1119.~g .~ .~ ~.98 1E~.98 ~6.92 .~ ~9.Eg 5.79 4.61 4258.26 5236.97 ~.~ 111g.98 .~ .~ ~.98 ~8.98 472.63 .98 473.~ lg.~ 7.74 7899.37 18939.12 48J.m 73r~.~1 .511 .~ 445.611 5398.~9 ~8.98 .~ ~9.g6 2.37 2.81 3716.49 ~1.99 ~.~ ~.~ .~ .98 ~.~ ~98.~ ~7g.~ .~ 479.41 2.41 3.~ ~71.73 5153.61 ~.~ ~.98 .~ .~ ~5.~ ~98.98 479.69 .~ 479.97 2.~ 3.22 ~17.35 6989.~9 ~.~ ~.~ .~ .~ ~5.6~ ~.gB 476.~ .~ 476.~ 5.~ 4.47 1~59.67 19215.6~ 513511.98,~ 33r..~.98 .98 .98 4a6.5~ 4~g.98 ~g.7g .~ ~9.65 2.~ 513~.986 33~.~ .~ .g~ ~.~ 7~.~ 471.41 .~ 471.48 4.27 51~.98~ 33~.9~ .~ .~ ~.5~ ~.~ 472.~8 .~ 472.16 4.66 513~ .~ 33~.~ .H .~ ~.~ ~.98 4~.53 .~ 477.62 3.31 2.12 23i~.55 2666.96 2.31 4159.25 3386.20 2.57 51119.67 4356.68 3.17 16957.74 19897.46 53359.1198 2~98.g$ .11~ .98 446.98 4898.1111 4711.118 .1~ 4711.13 .98 2.111 246~.91 4~5~.~6 55566.9811 2~98.98 .B~ .~ ~8.98 7~98.98 471.98 .~ 471.97 1.66 2.81 ~95.53 ~9.3~ S33~.98~ ~.98 -~ .~ ~6.98 ~98.98 472.65 .98 472.74 2.11 3.26 ~1.66 ~76.35 53359.g98 ~.98 .~ .~ ~8.98 ~298.98 477.95 .98 476.~1 1.55 ~.~1 2561~.~9 29~42.81 55598.98~ 224~.1111 .M .11~ 452.4~ 4698.98 47g.4~ .gg 47~.65 6.15 55598.989 22411.98 .98 .98 452.4~ 76~11.98 472.~6 .~ 472.98 9.87 555~.g98 22~.98 .~ .~ 452.~ ~e.98 473.29 .~ 473.7g lg.41 ~9~.989 22~.~ .gg .~ 452.4g ~g.98 478.45 .~ 478.~ 7.67 5694g. Mg 135~.118 .~ .~ 449.~ 4~.~ 471.111 .~ 471.28 3.63 ~.~ ~.98 .~ .~ ~9.S~ 7~.98 473.~ .~ 473.81 S.~ ~6.~ 13~.98 .~ .~ ~9.~ ~g.~ 474.51 .~ 474.~ 6.63 ~.~ 13~.~ .~ ,~ Mg.~ ~E.~ 479.~ .~ 4~.~ 6.29 I 94/3~/86 118: 57: 49 DENT~ CREEX, 'TEYJS SL.VI4ARV P~II~TOUT TABLE 156 3.87 1533.68 1812.37 5.38 1962.86 2226.21 5.77 3146.99 2913.76 6.15 13179.45 12903.93 3.46 1338.56 2J844.68 4.57 22711.35 29~7.36 5.95 3411.85 3649.65 5.35 14886.76 15742.42 PA~E 21 · 184~11.m 128~6.~ 449.21 .~ 4.38 .~ 16S6.19 5886.~ , 1844g.98il 162~.66 ~9.42 .21 2.89 .~ 167g.16 ~68.A8 I~,Mg ~BB.Sg 45B.19 .78 3.~ .~ 1733.39 5889.f8 1~.~ ~.98 451.~ 1.65 3.~ .~ 1835.3g ~6~.~ 1933~.fi98 12898.98 45~.92 .98 .61 .11~ 1953.55 65g.98 19 19339.856 19331~.668 19558.660 199~ff.866 19936.666 16938.666 215G~.669 22376.668 ~2576.668 ~.379.1;66 24769.666 24766.666 1 26836.666 26836.666 26839.668 2G836.668 2667al.660 26978.998 66678.~ 2~670.~i 29666.66 5~266. H 12660.66 2~666.66 562~.66 182~.66 2g6H.66 2~G66.88 ~266.66 12889.66 2~6666.66 12886.66 162/~.66 29688.88 ~62~.66 96266.66 88:57:49 12889.86 $6266.66 13300.89 18'9~8.66 21~.66 $62~B.66 456.57 45~.61 452.44 452.44 45~.17 4rai.82 451 452.61 459.29 451.63 451,35 453.47 458.3~ 451.18 451.43 453,57 ~.63 451.95 452.45 455.51 451.29 452.66 453.27 456,86 452.12 453.92 45~.78 459.87 452.73 45~.76 455.59 459.76 453.14 455.20 459.87 .55 .24 1.63 .56 .24 1.6~ .66 .65 .28 .32 2.12 .66 .76 .33 2,15 .66 1.11 3.67 .66 1.37 .61 3.59 DIFt~ .66 1.8~ ,78 4.37 2.m3 .93 4.17 .66 2J6 .66 3.67 1.16 .62 .6~ .ll2 .66 ,22 .26 .12 .21 .25 .56 .87 .88 .85 1 1.64 .72 .83 1.35 DII~JSX 1,25 1.42 2.21 .61 .89 .69 .41 .11 .IM .M .66 .66 .66 .66 .66 DIF~S .66 .66 .66 .66 1955.68 1656.58 1962.85 974.61 976.82 976.66 966.61 ~7.95 312.54 314.54 327.59 ~61.17 ~.76 5ff5.96 $3~. 55 215.26 221.54 225.66 233.66 216.96 225.29 229.27 233.88 216.91 229.2J 233.79 256.66 TOP~ID 273.4G 4~6.53 974.75 1467.98 251.45 938.45 1977.86 1725,58 276.85 327.15 ~G9.26 2555.48 656.66 1456.88 1450.66 669.66 866.66 786,66 768.88 788.99 780.00 7H.66 1256.88 125~.66 1256.1M 1256.66 616.66 616.66 616.66 616.66 PAG~ 22 29618,g99 15599. fig 453.60 29619.888 16988.9fl 455.76 29619.989 21598.99 456.57 26619.~ ~6268 . tile 3~578, gee 13399 .ge 454.19 3F~79 .ge0 16969.99 456.45 3~579.989 21369.99 457.29 ~526 .ge~t 36269.98 461.99 31238.981t 133f9.98 454.68 3123~.ge~ 18998.ge 457.91 31239 .ge0 213g0.98 457.89 3123~.m 36265.56 462.19 $215,it.g90 13399.ge 459.13 321519. ge0 16998.98 487,4,4 3215~.m88 21398.98 458.25 3215,~.g90 56269 .ge 462.37 322~ .98fl 133~t9.ffl 454.68 32299.098 16999.56 456.86 522.99.689 213~.88 457.59 · 32269.989 56268.ge 463.98 32236.696 13366.66 454.77 32236.996 16995.99 457.94 32238.689 21589.98 457.85 32239.989 36280.ge 464.24 32256.999 ~4ge.ge 456.57 3226~.989 132~i8.98 459.72 322c.~.989 14999.99 I~fl.97 32.25~.98fl 56290.ge 465.52 I g4./~/86 ge:57:49 2.16 .61 3.91 4.16 .m 2.33 .67 4.21 .ge .Tg 4.15 .ge 2.18 .75 5.41 2.27 6.49 .ge 5.15 1.15 4.95 .47 .56 .58 .61 .59 .72 .91 .49 .57 .6~ .45 .42 .34 .28 -.45 -.57 -.65 .63 .fig .18 .25 1.24 1.79 2.68 3.f12 1.29 .ge .ge .ge .ge .ge .ge .ge .ge .flfl .ge .ge .ge .ge .ge .98 .ge 276.92 31fl.36 317.69 1158.63 282.74 3'56.16 ~71.93 3997.$9 248.52 613.93 751.93 9262.32 149.52 265.98 5~4.67 2484.32 154.25 244.85 262.64 2264.17 134.87 249.~4 268.67 2611.29 29fl.87 2256.87 2695.71 4599.27 659.98 8~.ge 626.ge 626.68 826. ge 5~.ge Se.ge 56.98 Se.ge 56.98 SE.ge Si.ge 1 .ge PAeE 23 $ECN0 Q Ci,EEL $2385.~ Mge.ge 456.17 92385.889 1326fl.98 459.46 32305.~ 3626fl.ge 465.47 DI~ DIFi~X DIFi~S .ge -.39 .ge 3.29 -.26 .98 1.14 -.27 .ge 4.87 -.ge .ge TOPMID 217.72 351.51 876.46 3792.33 S5.98 ~.ge 55.98 21 33145.g98 94f19.98 458.26 .ge .35 ,ge ~,83.38 426.98 FS145.0~ 13299.ge 469.71 2.46 .17 .~ 2121.~ 426.98 ~145.~ 14~.~ M1.62 .91 .13 .M 2338.g7 4~.ge 33146.~ ~g.ge ~5.65 4.22 ,ge .~ 5~6.97 4~.ge 32725.gefl 1326fl.ge 4M.54 2.64 1.09 ,0fl 2~f16. fl2 426.ge 3272S.ged 149~0.gg 461.5~ .95 .M .M 2476.93 42J.9~ $2725.gge ~26fl.~ ~165 . 75 4.26 .29 .ge 3909,55 428.98 33~76.666 94~6.ge 458.47 33~76.96e 13285.96 ~.89 33~76.ge5 14966.66 ~1.79 3~76,1~16 56266.66 465,9~ ~426~."66 94ge.ge 459.37 $426~.g86 13266.i~ 4~1.66 5426B.m 14966 .ge ~62.31 ~42~. ~ 562~.U ~66.14 ~4,6~ .m ~16.66 459.53 54656.g86 132~6.M 461.71 ~'~85~ . ge6 1496~ .65 4~2.39 ~,95~.666 94~6.66 459.~ 54956.066 132~6.66 462.36 $495~ .066 14966.69 463.16 34956.~6 3~2H.~ 466.93 56976.H5 16666.66 4S3.69 56975.666 13866.~ 465.56 56976.686 156~5.ge ~66.62 56976.666 ~62~6.06 469.ge 39446.~6 19M6.66 466.63 39446.ff86 13865.ge 467.55 59449.685 15668.06 466.65 5644~.~ff 5621~6.66 471.61 39495.~M 1~55.ge 466.26 39~96.686 13898.66 467.76 39496 .U6 15698.66 468.25 I ~4./31i/86 i88:57:49 .ge 2.42 .89 4.15 2.29 .ge 3.83 .m 2.19 .67 3.69 .ge 2.~ .ge 3.83 .U 1.89 2.99 .N 1.62 .S~ 3.56 .ge 1.46 .49 3.42 .22 .16 J9 .53 .16 .~7 .14 .28 .59 .72 .65 3.89 5.27 2.91 2.98 2.54 1.98 2.63 2.6~ ~.57 2322.15 26~1.25 $937.44 457.13 766.62 2~84.66 ~66.13 142.79 558.66 652.71 2179.74 145.85 1143.56 157~.93 2647.66 763.77 1381.2~ 1676.49 762.13 915.94 945.91 1~46.~3 52Jl.72 569,64 579.77 688.66 325.66 325.68 325.~6 796.86 796.ge 79g.ge 79~.~e 5gg.n6 59~. 66 166.U 2J26.mE 2~.ge 2~.ge 2~2J.66 2476.66 2475.ge 247~.ge PAG[ 24 Q 5,954g.~ 99ff6.9~ 466.26 39546.g86 13796.ge 4~7.72 $954~.H6 154~6.66 468.22 $95~.068 362~6.66 471.91 ~Sg.~g GGH.ffff 466.91 Ag65g.~ 911~l.H 466,41 4~656 .~ ~2~ .gg 472.65 46666. gEE SI.ge 466.98 4geH.geg ~66.ge 476.54 4geg6.geE g806.06 476.69 01F'~ .m 1.52 3.59 1.5~ 3.91 OIF'k~( -.68 -.m3 .15 .71 .69 .78 1.82 2.117 1.93 1.97 TOP~ID 6~.~9 922.g3 956.98 1~46.56 73~.91 854.48 ~3.78 1~23.13 1~67.66 15~4.66 1557.61 1116.gg 1119.$ff 1116.66 111~.gg 7556.66 73M.66 7356.66 22 48.g~ .~d 362~d. sld 476.28 5.$9 3.45 .fid 1777.46 469.79 .mid .8~ .f~ 773.d2 335d.dd 471.41 1.63 1J8 .~ 139~.15 33~.~ 472.18 .67 ~.~9 ., 1~S.7~ 33s~.ee 477.53 5.~ 1.~ .~ 2~S~.~ 33~.~ 5559f.~d dl~d,dd 47d,4g .dB .$2 .dd 89.43 22~.g8 5559f.~d ?~.dd 472.56 1.~ .~ .~ 1179.~ 224~,~ 5559g.f~g ~B~.~g 473.29 .91 .66 .~ 1421.31 22~g.g~ 471.1d .Od .71 .rS 173.32 475.54 2.M 1.16 .~ ~9.~ 474.51 .97 1.23 .gE 1491.62 I M/'~/86 06;57:49 PAGE 25 SLIMY 0F ERRORS ~ $PECZA~ NOTES CAUTION ~EQ'40~ 1944d.ddd PROFILE- 1 CRITICAL DEPTH A..~SLMED CAI~TION 5ECNO~ 184~d.~ed PROFILE- I PRO6ABLE MINIMLM S°ECIFIC ENERGY CAUTION SE(~O- 18~4d.ddd PROFILE- 1 2~ TRIALS Al'rElaTED TO BALANCE ~SEL CA,UTI(IN SEQqO- 18~d.ddd PROFILE- 2 CRITICAL OEP'TH ~SLe~D CAUTICI4 S~C~ 18~4d.ddd PROFILE- 2 PROBABLE f4INll~14 SPECIFIC E~RG'Y CALTT[(~4 e~CNO' 194/~d.ddd PROF~LE- 2 2~ TR~AJ.~ ATT'~TED TO BAL.~ I4~L CAUTION SECNO' $22gd.98d PROFILE- 4 C~ITICAL DEPTI4 ASSUMED CAL~ION SECNOm ]22ed.edd PROFILE- 4 MINIML~ SPECIFIC E]dERGY I f4/3fJ/86 d8:57:49 FLO00 HiLZAJIO FACTOR FOR ENTIRE REACI4 ~ING S[CTIGN5 SECTICId CLI~TIVE ELEVATION DIFFERENCE lUrER DISTNqCE BElldEEN BA~ FLOOD ~ 2 pAGE 26 23 153~1.2gB El. -1.71~ .gg 2.31 184~.~ 5895. -,99 -.78 1.~ 199~.~ 71~. -.M -.24 1.M 21~.~ ~. -.95 -.26 1.61 2~gg,~g 1~68, -1.89 -.35 2.15 247~ .~g lg838 . -1.61 -.~ 5.87 ~.~g 11~{. -1.~ -.61 5.59 ~.~ff 127~. -2.57 -.76 4.37 2M~.~ 1~. -2.~ -.6S 4.17 ~78.~ 14~. -2.66 -.~ 3.87 ~lg. Mg 14~. -2.97 -.61 5125~.~ l~Bg. -5.~ -.87 4.21 521~.808 17588. -5.gg -.79 4.15 52~8.~g 17458. -2.91 -.75 5.41 522~.~ 17~9. -5.89 -,81 32259.~ 17~1. ~.5~ -1.15 4.65 325~5.~ 1~6. ~.42 -1.14 4.87 52725.9~ 17956. -3.6~ -.~ 4.26 33145.890 16376. -3.38 -.91 4.22 3~78 .~ 18781. -3.32 -.69 4.15 ~2~.~ 1~91. -2.~ -*~ 3.63 ~85g.~ ~961. -2.86 -.67 3.89 ~.Mg ~181. -3.38 -.M 3.63 ~gTg.gEd ~1. -2.32 -.~ 2.gg 5~.g~g 24671. -2.~2 -.~ 3~.999 24721. -1.97 -.49 3.42 5~.ggg 24771. -2.g2 -.~ 5.59 ~.W ~881. -2.gl -.51 5,91 ~996.~B 33231. -1.91 -.55 5.39 513Sg.B89 ~81. -2.~ -.67 5.~ 53559.~B n581. -2.55 -.~ 6.32 555~.99~ ~821. -2.~ -.91 5.16 ~9.g9~ 42171. -3.41 -.97 4.82 I M~/96 f8:57:49 ~IGHTED AVTi FOR REACH -2.13 -.59 3.79 FHF FOIl ~ READ~ - fl2.~ UlTH ~.5 PERCE~T OF THE REAC~ HI'THIN 1.8 FEET ZC~E FOR THE REAC~ - A 4 PAGE 27 -- 1 84/~/66 ~9:f4:49 24 APPENDIX 4 DENTON CREEK COPPELL, TEXAS POST-CONSTRUCTION CONDITIONS COMPUTER MODELS b. HEC-2 Model - DCLCD Channel Historic Discharges · WATER S~FACE PROFILES # VERSI(~4 OF NOVEJ~ER 1976 · · UPDATED I~¥ 1984 ~ IBI+-PC-XT V~RSION # RUN D~E ~4/~B/86 TI~ ~8:$$:19 · # U.S. AR~ CORPS DF ENGINEERS · TIlE HYi)t0LOGIC ENGI~ERING CEN~ER # ~9 SEC(~ STREET, SUITE D . DAVIS, CALIFCRNIA 95616 · (916) ~4B-21~5 (FTS) A48-21~5 I ~/~/86 ES:~8:2E x X xx~O000( X X x X X X X X X X~OOO(X XXXX X x X x x X X X X X X X 30000(XX XXX~( X~ X X X X X X~ PAGE 1 -- HEC2 RELEASE DATED NOV 76 UPDATED HAY 198~ ERROR {:ORR - IIl,ft2,~$,lM,eS,e6 I~OIFICATIQ',I- 5~,51,52.55,5~,55.56 l BP~-PC-XT ~I~ 'R4IS RUN EXECUTED ~/~/86 e8:58:2~ C T1 T2 OENTI~ CREEK - F.I.S. UPDATE DENTON CREEK - 1 VR DISCHARGE PROFILE (HISTORIC DISCHARGE) T) OE~0N CREEK, TEXAS (EB25 - UPDAll4IS) J1 I CHEO~ INQ NINV IDIR Sl~T IMETRI C HVINS Q WSEL FQ ~. 2. ~. ~. .ii,e551 .gte ."Ee .1~ ,lice SECTION VARIABLE _r,~e~=~. FOR S~Y PRINTOUT t. PRNT MI"E~C SECTION ON ELM FORK LI)S'rRLMI OF COfLUEIC~ WILT( OENTOI CREEK NC .g$5 .g55 .~5 .~gff .3Be .~ .ggff .g~e .~ .ere F'~ CRO~ Sib"TICN START OF THE LEVEE DISTRICT 5~5 .~6 431 .aaa ssss.eee ~7.gea 5~e .eec 461 .He Sses.eee START Or TI4E PRQI:'~D ~ANEL If~RO91~I~'S 5551.8tiff 451.7~ff I~ 5,BBB .g45 57~.!15ff .535 5996.155 .~45 6~75 . ilSILI .535 619ff.il55 .555 ~ (D.E.C.) CR06S SECTICN __ Xl lgg3g.MB 55.ggb 57g~.ge5 5~9~.e55 e~5.~5 551~.B56 ~e.eee .~e .~ee Jeff ~ ~6.~B 513B.g56 ~8.~B ~B.~B ~8.~9 ~B.~ ~6.~9 5790.969 ~6.SBff 57B4.ffBff ~ 437.9ff~ 611ff.g~9 432.eeff 6135.effff 437.9ffb 6155,ff6~ 453.ffB~ 619ff.effe 453.B9~ i ~6/86 ~: 59: ~ PAGE 3 68 456 .ItB5 6925 . IIB(I 451 .BBB 7183B .gEE 452.BBB 7575.B55 453.BBB 7135.555 4GE.BBB 735~.B~5 NC J55 .ff55 .535 .1BB .3~5 .BBB .m .SffB .BBB .BBB D.E.C. CROSS SECTXON X1 2156,ff. ~B 54.~B 4939.615 5355.5B5 16~ .BBB 11,.~ . ff~ 145ff .BBB .~ .~E ~ 5.g~ff .ff5~ 13ffff.ff~B ,g6! 5g~~.Uff .1135 546~.iPffff .g55 661e,1~e .ffsB F'E]~ CR(3~ 5ECTI~I4 START OF THE PROPO~D RELOCA'T~D C~M~EL X1 2237B.~B 28.555 5~494.B55 54~.BBB ~.BB5 4M.gg5 ~.555 .g~B .BBB .BBB NC .g55 .655 ."35 .1M .~6 .gg6 .i~ .i~E .U6 .696 D.E.C. CROSS ,~CTION .ME .~6 .~ll~ 5467.d169 46EL.~161~ 57Bg.~E ~8.~ .~E~ .~E .gEE 455.~ 1~.~ 4~.~ 159~.~ 453.M~ 174~.~B~ 452.~ 186B.~ 451.EE~ 195~.~ 451.99~ 528~.699 451 .g~B 5386.96~ 451.4~ ~68.~E 4~.668 5535 .~ 4~.68~ 452.966 ~.28~ 4~.996 56~.~9~ 4~.9~d 5~E.JJ~ 455.9~ 597~.~ 455.989 63~.~69 45g.~EE 728e.e~ 455.~e 735e.Me ~.eee 747E.eee 4?e.eM ~5~.~ee .l~ .lEe ~: 36: ~ PA~ D.E.C. CROSS S~u'~TlflN X1 24766.986 r~ .B66 4186 . 16]~ 4424.36~ 8~.~6 51g.N6 7$B.N6 .1~6 .~ .gEE ~ ~53.669 4116.99B 453.869 4168.169 435.~9 4269.999 ~35.~ 4356.~B 453.636 ~24.386 ~ OF THE LEVEE DISTRICT 45.~ 2496.~6 2742.$7E 7M.~$ 56~ .gl~li~ 7gg.iMg .~ .W .Kg I~ 5.geg .J55 2619.58li .ll35 2818.65~ .~55 29~e.d~ge .l~35 31ge.gee .e55 Fl.( 5,~e .gee .gee .ge~ .~e .~e .gee .gee .gee .gee .gee FEI, IA CR06S S~CTICN C~(~S e~CTION THROU6~ 114[ PA~5 OF COPPELL START OF THE AI)DITICI~J. PROPOSED CIIA/~EL ~ 5.llge .~55 2416.99e .ll35 26~19 .Tge .955 27lle .gee .ll55 2941.gee .e55 fqlH Slge.gee .gee .ge~l .gee .ge~ .g~ .9ge .~ .gee .g&41 C/T 7.gge 4~.ege 2415.99e 2941 .Ke 65,B .ge9 1gee.ge9 ~.~ .gee .~'1 .gee .9~e .gge 2416.gge ~5.~ ~3~.gge 453.~ge .~ .ge~ .gee 1919.~ ~3.~ 11ge.ge~ ~3.~ 1~.~g ~g.~e 1245.~ ~1 .~B 13ge.ge~ l~.gee ~59,~e l~e.ege ,59.~e loe.~e ~e.~e 1659.gee 457.1~ 17ge.ege l~B.ege 453.196 1~8.~ 453.5~ ~eg.ege 455.~ 2166.69e 456.39e 229e.gge 23ge.ge9 455.~g 2~.ge6 455.~g 2416.99e 437.1~ 2492.gg9 437.19e ~28.~99 2Gog.7gg 457.7~ 27ge.geg 4~.19e ~ge.gge 453.39e ~38.geB 435.29e 2865.gge ~g .geg 456.4gg ~1 .ffge 4~ . 2ge ~3.ged 458 . 3ge 3ge~.gge 457.49e 319e.99~ 31~.geg 4~.geg ~ge .gge 452.ge~ ~ge.ge9 456.ge6 5626.gge ~5.ge6 366~.ge~ ~.Bge 452.99e 399e.BOB ~.gge 415~.99e ~9.Tge 5ege.gge 464.99e 51ge.ege .K9 2519.ME .g$5 2521.ge~ .K~ 256~.ege .gzl5 275~.ege .955 .~9 .MS9 .Me .g~ .m .~ .ge8 .egg .99E GR 454.gge 2geE.geE 454.6BE 2~?E.EOd 453.2od 21ge. 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Hff 459.9ge 61od.ge9 45g.7~ ~ .KS .~S .g$5 .left .a! .Mff .afl .a! .afl .~ X1 312~.1~ 71.ode 3387.g3E ~37,OdE $~.odd 7Od.OdE GU.OdE .~ .l~ .OdE ~ .~ .~ .~ 3~7.geE ~E.odg .god .~ .gee .gee .gee g{ 462.5~ 15m.~ 443.~9 16~.mB 462.6~ 1Tm.rog ~2.4~g 1755.K~ ~2.3~g 177d. K9 ~ 457.~8 5213.~ 457.~B 32~.~g ~,~g s3m.mg 459.79B 3397.Ke 43B.5~ ~72.EEE ~ 458.5~ ~8.~ 457.1~ ~2.58E 456.~9 ~14.~9 458.~ ~.~9 ~38.1m ~61.BB9 -- ~ 436.~ ~72.mg 459.~ 37~8.mg ~.gm SB~.mg ~.~g 3637.Bm ~g.3ee ~ ~9.~ s~.~g 459,7m ~d.~g 459.1~ 4lin.Bm 4~.m9 4~g.mB 457.~6 4236.BB8 ~ ~.~ ~e.eee ~.~e s~.~e ~.eee ~ee.eee ~.~e 59m.me ~.em uee.eee ~ ~.~8 61~.gBB ~.~ 6~g.~8 ~.6B~ 63m. Bm ~g.8m ~m.g~d ~1.3m 65~8.BB~ NC J55 ,1855 .fl35 .MB .MB ,BBB .~BB .BBB .BBB .BBB FEMA C~nc~ SECTION ENO OF THE A~OITIONAL PRO(]POSED FEMA CSr'~-'a SECTION END OF pA~ OF COPPELL OENT(N~I TAP ROAD FE~ CROSS ~ECTION NC .955 .~5 .g~,5 .1ge .3ge .~E Q'T 7.m ge.gee 113E.ME 523E."ge 551Pi. Ege 968E.ge~ .gee .gee .ged .gee 1368~.geE 1929E.l!lge ,ged .Igge JAC~ R. DAVIS (J.R.D.) CRC]~S S~CTION START OF THE RIGHT B~)K FlU. ANO IHPROv'EPE~'TS -- Xl 323eS.gee ge.gee 211E.gge 2325.gee 55 .gee 55.gge SS.gge .ged .gee .dee 6R 47E.geE 5~.geg 47E.geE 5m.Ege 4?E.geE ~8.geE 47E.gge SE.gee 47E.geg 5~.geE ER 467 .gee ~.ge~ ~6.M~ 135.Bge ~5.ge8 2~.geB ~5.~ 1323,M~ ~1 .gee 1335.ge~ ~ ~l.gee 13~.~e ~l.gee 1375.gea ~l.ge9 174B.ge~ ~2.~9 1825.~ ~3.~E 18ge.ge9 ~ ~.BgE 1975.~ ~5.~g ~5.~9 ~,gge 211g.~9 ~.gge 2125.~g ~3.Bge 21~.geE ~ ~.8gE 21~.ge~ 455.gE9 21~.~E 4~.ge8 2~.~ ~5.~g 2218.~ ~.~E 2225.~ ~ 437.79e ~32.geB 438.geb ~39.99e ~.ge9 ~45.~9 ~5.~ 2~3.ge9 4~.ge~ 2263.gge -- ~ 455.gEE 2281 .~E ~g.~9 2325.~9 ~1 .~g ~.~g ~g.geg 31~.~g 459.gge 318g.ge9 ~ 458 .~6 3~E .flee ~7.~E 3218.~ 455 .~E 3~5.~ 452 .~E 3~3 .~9 451 .~E 3289.Ege ~ 4Sl.ge~ 3292.99e 452.99e 3~6.ME 455.~6 3329.~9 459 Jge 33~.ge6 ~E.~6 3368.ge~ ~ ~ ~1 .~g 3369.gge ~2.gge ~9.Ege ~1 .gge 357g.gge ~2 .gge 3glg.~g ~3.gge 3938 .eeo ~ ~.gee 3~.ge6 ~5.~e 597ff.gge 47ff.~e ~.~E 4~,~ 42~.ge6 4ES.gee 43TS.gee ~ ~.Bge ~7E.Bge 4~.B~ 4~.~ 4~.Bge ~,~B 4~.~9 471B.Bge 4ge.gee ~ge,gge NH 6.~ .~SE 1275.gee .~55 1568.gee .ged 19~.Ege J45 215~.Ege .E55 J.R.D. CROSS ~CTI~ ER 47E.m .gee 465 .gee .gee 465 .gee 1273.gee 461 ,ged 1285.gee 461 .ged 1265 .Ege ER 461.~ 1295 .gee 461 .gee 1568 .gee 453 Jge 1592.gee 453.gee 1842.gee 464,geE 1875.gei0 NH 8.g~ .~5~ 1~5.9~E .~55 142~.6Eg .EGg 1752.BEE .~45 lg6~q.gEg .955 I~ EgGS .m .g5~ ,4Z~8. gEE .Egg .Egg .Egg .Egg .gEE .Egg .Egg J.ILD. G ,~CTICN ER 479.gEg 4157.Egg 471.Egg 4162 .Egg 472 ,EgE 4199.~ 4T5.~ 4221 .Egg 474.Egg 4242 ,Egg ER 475.m 4271B.gEg 48~.Egg /~4~ .~ .~ .gEE .~ .i~ .Egg .BEg NH 5.gEE .g55 1311.m .rog 156g. Egg .~45 1Eg3.~ .~55 364~ .mE .1~5~1 NH 45~g. Egg .g~E .~ .gEd .Egg .Egg .gEd .gEE .Egg .Egg J.R.D. (:re)SS e-cCTlON -- X1 35479 .Egg ~G.Egg 1]8g.gEg lgE3.gEE $15.EEg 2GE.Egg 525.9Eg .Egg .Egg .Egg ER 479.EgE .gEd 465.gEg .Egg ~S.Egg g~g. Egg 459.72~ 975,~ 459.7~ 975.85E ~ 459.7~ 975.65~ ~g.ggE 1BIB.EgB ~B,~B 11SS.Egg 455.gge 12~.gEe ~2.gEe 131~.EEg ~ ~2.~g l~.BEg ~l.Eg~ 1382.6gE ~.gEE 1391.gEg 455.gEE 141g.BgE 4~.ggE 1432.Eg~ ~ ~5.~e 14S2.eEg ~.eEg l~.~e 4S9.eEg 1465.Eg~ 419.59E 1475.Eg~ *ss.sEE 1485.Ege ~ ~.gEg 1491 .ggE ~5.BgE 1519.gEg 4~.gEg lSd.BEE 455.BEg 15~.gEg ~B.BEg 1565.EEg ~ ~ ~1 .~ 171B.~g ~g.gEg ~.~6 ~.gE6 277g.~g ~1 .ggE 5597.~e ~2.gEg ~85.gEg fg4 S.Egg .955 12~1 .gEE .i~ 1261~.Egg .~5 1592.gEg .955 $1gE,gEg .ESE .1,R.D. cRn~ StCTICId I~ 6.M9 .gSff 648.~8 .~55 1M5.FIE8 .868 1318.M8 .945 152J.~M .855 f~l 32.28 .~8 .Ertl 4348 .EE8 .~18 .dl88 .EEE .gM .~ .glSB .EE8 J.R.O. CROSS ~CTION GR 47ll .I~E 1618.~M 471 .~8 1638.gii8 472.1188 1648.8M 473.ffff~ 1671 .ffffff 474.HE 1691 ~ 4~.~E 171ff.ff~ 476.ffM 17~.966 477.796 176~.ffM 477.ffM 1785.Mff 476.~ ~ 4~.~ 1865.6~ 474.~g 1916.M~ 473.M~ 1995.999 472.998 21~.ffM 471 .~ 2325.9M -- ~ ~.~ ~28.M8 ~.gM 32~.~9 4~.~E 32~.~6 ~.~E 3~5.M9 ~.~E 3272.996 ~ 47ff.~E ~.ffffd 475.ggg 3~.~ 476.476 37M.~ 4~.~ 3~2.M0 47g,~ ~ 471 .~ 4~8.~ 472 .~ 42~.~ 473.~ 4~.~ 474.~ 4296.~ 4~.~ J.R.D. CRC6S S[CTION ~ (lc TT~ RIGI,TT BMK rILL ~ II~'ROV~ Xl 5495~.gM M.ffM 1318.1188 15Z~.~8 118.888 M.M8 1~1.8M .~E .ME .MO 18 6~ 4~2.mM 1B$8.Me ~6$.Me 12lC.eM ~64.Me 127e.Me 4~4.5M 151~.MB ~.ME ~ 4~.~ 1~1 .~9 ~.~ 1~.~ ~5.~ 1388.~ ~.~M 13~.ME 439.3~ 139~.EEe ~ ~.~g 141B.M~ ~5.~9 1426,~ 4~.~g 1435.gM 455.M~ 1~2.M~ ~.M~ 1~5.M~ ~ ~ ~5.~g I~,M~ ~.~9 1552,~9 ~7.~ 15~,~g ~8.~B 1579.9M ~9,M~ 159~,M6 ~ 4~.~g 171g.9~ 476.~ 17~.~9 4~.7~ 17~.~ 477.~g 1785.~E 476.099 1826.9~ ~ ~g.~9 MTg.Mg ~.~9 4119.M9 ~8.~9 41~.M~ ~g.~9 4152.gM 47g.Mg ~ ~ 471.~ ~8.~e 472.~9 ~26.~ 475.~g 42~.~g 474.~ff 4296.M6 4~.~ FEIM C~(~S S~CTICN Mt 6.gM .BM l~f.Me .Kg 2M~.MB .MS 4S~.SM .g45 415~.Me .gGe FEIM CROSS $ECTIOI NH 6.Me .~e 1lice.lies .ese 23se.eM .es5 376g .W .~45 4GTe. BM .gSe M4 4,qSg.g~ .K5 62~.~ .gOB .g~ .Mil .M~ .gM .Me .Me X1 394M .Me 33.Me ~3ft.gM 451~.Me M.IM U.M~ ~.~e .M~ .Mr .Me M M2.~ l~fI.Mf 491 .~ lMm.gM 479. ~fl 258fi.Me 478.5M 248~.Me 476.fM 267e .Me 11 ~R 477.5~1~ ]~65.1~B 478.2EB 3'I75.BBd 477.~ ~.~ 477.~ ~7~.~ 478.~dd 376~.~ ~ ~S,~ 5782.~ ~2.7~ ~885,~ ~2.3~ ~.~ ~3.~ 3914.~ ~.~ 3965.~ ~ ~2.~ 3985.~ ~7.~ ~3~.B~ ~3.~ ~5.~6 4~.3~ 4155.g~ ~2.~ 4163.~ ~ ~2.~E 4193.g~ ~3.~6 4217.~ ~2.~6 4~7.g~ ~8.59~ 431~.g~ 478.5~ 45ES.EE~ Q'T 7.~ 79.~1~i 1JlliE.gg~ 286~,~ 488~. It~l~ FE]4A C~r,~-'~ '~CTION g4/3~/86 dlS:38:2g 4~4m.fgB .g4S 415~ .I~B 56.~ .NiB .BB~ .gee 467.mJoe 13318.g9~ ~7,~ 153~.~9~ ~B.ggB 2~B.gB~ 477.g~ 2469.~ ~.~ ~.~ ~6.5g~ 471~.~ ~2.~ S~.~ 482.E~ PAGE 12 f~ 535B.BBB .~J6g ~.BBB .~ .~g FEP~ C~ ~CTION Xl 48~.~ 32.~ 2371L~B 2445,Beg 57~.B~ 29eB.SB~ 77fB.ggg lll7~.~B .iMfl 237g. MB .g45 24~5.~B .g6g 12 QT 7.f~ M~ 6.ggJ MI 4585.~1~ MI 6.Sg~ .fSd~ 13~Pi.ll~fl .f55 3~9.gfifl .fSB 557g.He .g~5 567fi.~flB .g58 Mi 612fl.fgll ,g55 623~.f~ .~ .f9~ .~ .feb .~ .I;~J .~i~l~ Mt 6.Mg .g5g 195~.99~ .~52 417J.1~9~ .g55 4555,Pi9i~ ,MS 4415.Mil .1~58 13 flEC2 RELEASE DATED NOV 76 UPDATED I~Y 198~ ERROIt COtR - 1111.~2,1~$,~,g5,186 I400IFICATION - ral,51,52,55,5~o55,56 T1 · 11 ICHEC~ ~NQ -- J2 I~RO~ ][PLOT PRFVS II~YTCN CREEK - F.I.S. UPDATE OEHTON CREEK - 2 YR DISCHARGE PROFILE (HISTORIC DISCHARGE) IDIR STRT METRIC HVINS O I~EL FQ g. .~61~ .~ .g ~l. 459.51g .l~B 'THIS R~i EI~CI/TED ~,rSg/86 Ig8:41:19 PAG~ 15 HEC2 RELF. K~ DATED NOV 76 UPDATED PAY 196~ ERROR (::ORR - Iq(IOIFZC~TZON - ra~.51,52,55.5,~,55,,56 IgPPPC-XT T1 OEST~ CREEX - F.I,$. UPDATE J1 ICHEI~ I1~ NINV IDIR $TRT It~"l'R I C I~/INS Q WSEL gl. 4. lt. ~l. .~ .gg .~l B. 442.41B .IBgB J2 ~ IPLOT IMtFVS II~ECV ~I~EC}I ~ ALLOC 1814 CHNIM ITRACE THIS RUN EXECUTED ~/3~/86 B8:42:15 PA~ ~ IEC2 EELF. J~E DATED NOV 76 UPDATED FIAY 1984 E~ ~R - ~IFI~TI~ - 5~.51.52.53.~,55,56 I~PC-~ ~I~ T1 I)ENTON C~EEX - F.I.S. UPDATE T2 OENTON C~EEK - 15 YR DlSCHN~GE PROFIL£ (HISTORIC DISCt~RGE) J1 IC~EO( IN~ NINV IDIR STET PETRIC HVIN5 ~ J2 M~ROF ]PLOT PRFVS )~ECV XSECH FN N. LDC IBt, I 1 ~8:38:2~ THIS RUN EXECUTED ~4~5~/8B $8:43:1~ 4~.11~ .~ I~ACE PA6E 17 IBk~PC-XT T1 T2 OENTCN CREEK - F.I.S. UP~T~ D~NT~I gREEK - 25 YR DISCNARGE PROFILE (HISTORIC OlSCt4ARGE) OENTIW CREEX. TEX/~ J1 IC~EC~ INQ NINV IDIR ~T Itr~IC FNIf~ Q kISEL FQ J2 I~ROF IPLOT I~RFVS X~CV X~C~ FN ALLOC lift4 C~NIH ITRA~ THIS RUN E~Ct.~ED g4/59/B6 ~8:~4:16 15 1 I~/Sg/86 f8:36:2~ PAGE 16 FIEC2 RELE~E DATED NOV 76 CleATED ~AY 198~ ERROR C~RR - I1.B2,B3.~i.BS.B6 flOOIFICATION - 5~,51.52.55.5~,55,56 IBI'~PC-XT VERSION T1 J1 IC~[~ INQ Nlf~ 02 Ir~ROF IF'LOT PRF'~S Oi/SB/SB 08:$8:2B {REEK - F.I.S. UPDATE C~EE~ - 5~ ~ OISCH~6[ PROFILE (HISTORIC DISC~E~E) IDIR STRT I~"~IC FNINS Q IdS[L FQ f. .BBBBBB .BB .f f. 446.62B .BBB .~BB .IdB .BBB .~B .SOd .BBB 11,115 R~ E~CUTED ~/5B/86 g8:45:22 PA~ 19 HEC2 RELEASE DATED NOV 76 UPDATED RAY 198~ ERRORC~RR - B1,B2,BS,I~I,~5.B6 IqOOZF]CAT/ON - ral,51,52,55.5~,55,56 -- III~-PC-XT VERSION T1 T2 J1 IC~E~ ll~ NINV -- f. 8. f. 1S.ggIl .Kd -1 .iiSI [IENTON CREEK - F.I.S. UPDATE BlENT[IN CREEK - 1lIB YR DISOtARG[ PROFILE (HISTORIC DISCHARGE) 1OIR STRT I~"TR IC If/INS Q ~:~L FQ f. .~ .gg .f It, 447.25B .BB6 I~CV XSE(~ FIt kLLOC lBld C~dlH ITRAC[ .~ .BBB .JJB .8H .1~ .fOg .IM~ Ti'liS RUN EXECUTED gl./$B/66 B8:46:29 16 g4/3,g/96 ~6:38:?J PAGE FEC2 RELF~ DATED NOV 76 UPDATED NAY 198~ ERROR (::ORR - II,92o95,i~4,95,66 ROOZF]CAT]CN - rat, 51.52,55,54,55 ,,,56 I BFPPC-XT ~l~d THIS RL~ E~CUTED ~4/3~/66 98:47:39 -- NOTE- ,~'I~RISK (.) AT LEFT ~F ~tw~-SE~TI~N I~U~ER I~I~TES ~ IN ~Lle~RV ~1: ERRORS LIST DE~I'ON CREEK, S~I~~A,RY PRINTOI.rr TABLE 1511 e~'(340 XL(:34 ELTRD ELLC EL}lIN Q 134~L C~lk~ EG I~K,S VCN AREA .51K 111~, 2.11g .119 .U .U 428.5~ t49.09 431.52 .~ 431.53 1939.2~g .g~ .~ .g~ 426.~ 16~.B~ 436.23 .Il 436,31 lg~.~ .g~ .~ .~ 426.59 7~.g~ ~2.16 .~ ~2,24 1BU.~B ,M .~ .gg 4~.~ 12496,BE ~3.65 .~ ~5.66 1~.~ .~ ,~ .~ 428.5B ~7BB.BB ~5.59 .~ ~5.62 1930.~ .~ .~ .~ 4~,~ 27~8.99 ~.62 .~ ~.~ lg~.~g .~ -~ .~ 4~.~ ~g.O~ ~7.25 .~ ~7.27 431.4~ 1~1.1~1 451 .~ 167g.99 431 .~ 476~ .g~ 431.45 14286.~ 431.~ 5.51 .79 178.15 59.6) 5.96 2.32 895.99 745,45 4.91 2.65 5299.26 3515.57 3.~ 2.66 12127.56 715~.31 1,91 2.59 24167.29 14962.69 1.63 2,25 91667.98 21439.45 1.73 2.39 56/~3~,72 26028.~9 435.35 .~9 435,59 9.95 1.87 69,67 43.22 442.27 .~8 4~2.82 ~.63 5.95 285.85 301.7) 445.94 .gg ~7.84 76.91 11.66 43~,~1 535,85 ~8.66 ~8.86 ~9.41 ~.37 7.49 1928.6~ 1167.57 ~9.59 ~9.39 ~9.96 59,26 8.46 28~4.81 185~.97 ~9.51 ~9.51 45~.52 1~.98 11.12 3~2.62 2~37.8~ ~.21 456.~7 451.53 73.43 9.85 42~7.79 3~22.~7 .1~ 435.46 .~ .19 676.27 6)~.54 Jl~ 442.91 .14 .65 2566.e6 ~,466.59 .9~ 446.~8 .22 .97 6185.76 15199.72 .lie 449.53 .32 1.25 6982.14 14381.83 .~ 455,19 .75 1.95 19246.49 16753.48 .BI~ 456.95 1.12 2.49 11492.46 19523.95 .~ 451.44 1.73 3.16 12534.53 21641.~8 1~9~,~i ~11,~ .~ .M 432.U 1~,B~ 495,41 .BB 455.41 .~ .Z~ 637.81 566.46 1~30.~ ~.99 .~ .M 432.9~ 167~.~9 ~2.91 .gg ~2.92 .13 .63 2665.18 4~.46 1~.~ ~.g~ .~ .~ 432.96 47~.~ M6.68 .~ ~6.99 .24 1.~ 4515,71 9738.59 1~39.~ Mg.g~ .~ .~ 432.g~ 81~.~ ~9.52 .~ M9.56 .~ 1.55 ~77.7B 1192~.6) 1~3~.999 ~.99 .~ .~ 432.9~ 142~.~ 4~.17 .g~ 459.27 1.18 2.55 631~.69 13158.17 17 19938.888 6~8.96 .96 .96 432.88 2~,78.96 45~.81 .1119 45E.98 2.99 3.38 6931.35 14469.78 19938.999 696.NI .96 .96 432.99 26479.96 451.35 .96 451.64 3.36 4.42 7~.64.69 1557~.93 1 ~4,/3d/86 ~8:38:2~ PAGE 21 2156~.f~ 145~.96 Jg .IMI 432.4.9 15fl.g.e 455.42 .m 455.42 .fg .24 5~,.24 433.29 2156f.m 145~.96 .96 .96 432.~ 1679.96 ~2.93 .~ ~2.~ .17 .74 2~6.46 ~61.33 21~.~ 14~.96 .~ .~ 432.~ 47~.96 ~.11 .~ ~.14 .32 1.~ ~81.42 8363.~7 21~.~ 14~.96 .96 .~ 432.~ 01~.~ ~9.59 .~ ~9.65 .68 1.97 4119.11 9647.41 21~.~6 14~.96 .~ .~ 432.~ 142~.~ 4~.33 .~ 4~.~ 1.89 3.28 4~g.57 19654.75 21~.969 14~.96 .~ .~ 432.~ ~7~.96 ~1.97 .~ 451.36 3.16 4.47 4581.18 11482.96 215~.969 14~.~0 .~ .~ 432.~ ~76.~ 451.78 .~ 452.32 5.~ 5.93 ~64.3~ 12297.22 22371i.969 69li.96 .96 .~ 432.5li 139.9li 435.43 .~ 436.43 .59 .44 297.41 169.27 22379.999 969.96 .96 .96 432.59 167~.96 ~2.95 .~ ~2.96 .27 .88 1691.92 3212.6~ 2237e.968 ~e.96 .96 .96 432.~ 4796.96 ~8.14 .~ ~8.17 .49 1.46 3225.73 s838.25 ~376.996 ~.96 .gE .96 432.~ 81~.96 ~g.~ .~ ~9.72 .98 2.22 3661.46 8218.96 22379.~ 696.~ .g~ .96 432.~ 14296.g~ 4~.47 .~ 4~.66 2.Si 3.65 3912.21 9936.1~ ~37E.~B M~.96 .~ .~ 432.~ ~76.~ 451.32 .~ 451.69 4.22 4.91 4176.49 9961.33 ~37~.~ ~.96 .~ .~ 432.~ ~76.96 452.19 .~ 452.63 6.76 6.41 ~36.71 19952.96 434.66 13~.ff 435.52 .SS 435.56 2f.63 1.65 79.65 2g.es 4~.68 1679.lM 442.96 .IM ~3.~ 1.24 1.~ 1919.56 1498.67 4~.~ 476~.~ ~6.15 .~ ~.~ 1.63 2.45 1939.71 3731.4~ 4~.~ 61~.96 ~9.66 .~ ~9.67 3.14 3.61 ~.47 4579.46 4~.66 1~.~ 45g.52 .~ 451.B6 7.82 5.68 243~.96 5197.51 4~.66 ~79.~ 451.4g .~ 452.~ 13.gl 7.61 2622.46 5676.2~ 4~.68 ~7g.~ 452.~ .~ 453.87 19.~ 16.96 2825.96 6~72.22 796.96 796. lie 796.96 23899 .~ ~.96 23896.~ 7~.~ 24799.999 759.96 .96 .96 435.64 159.96 436.27 .96 436.29 5.61 1.11 116.75 5~.91 24799.998 7EM.96 .96 .gli 435.94 167li.99 443.96 .99 443.19 1.49 1.71 978.61 1412.64 2479li.996 75~.96 .96 .96 435.~i 476li.96 448.28 .Be ~6.37 1.75 2.52 1891.93 3693.31 247~.968 ~.9~ .~ .~ 435.~ 81~.96 ~9.9~ .96 45~.11 3,25 3.66 22~.67 4586,29 247~.996 ~.~ .~ .~ 455.~ 14~g.96 461.12 ,~ 451.65 7.56 5.76 2489.71 5255.56 247~.996 ~.96 .~ .~ 435.~ ~7l.~ ~2.41 .~ 453.26 11.16 7.39 277~.2~ 6123.~2 247~.~8 ~.~ .~ .~ 435.~ ~7g.~ 453.~ .~ 455.19 15.B1 9.14 3114.32 73~8.21 25530.961i 7~.96 .96 .96 434.,f~ 1~.96 436.73 .96 436.75 7.64 1.19 1~9.48 46.41 ~53~.~ 7~.96 .~ .~ 4~.~ 167~.~ ~3.16 .~ ~3.~ 1.52 1.73 ~3.63 1354.53 ~S~.~ 7~.96 .~ .~ 4~.~ 47~.96 ~.~ .~ ~8.~ 1.~ 2.52 1691.72 358g.7~ ~539,~d 7~.~ .~ .~ 4~,~ 81~.~ 4~.13 .~ 4~.33 3.17 3.62 2245.17 4569.55 ~5~.~9 76~.96 .~ ,~ *~.4~ 1~2~.g~ 451.65 .~ 4~,13 6.69 5.55 ~73.11 5521.97 ~531.l~ 7~,l~ J .M ~,~ ~7~,ll 45~,23 .~ 453.99 9.~ 6.98 ~32.91 6628.57 ~S~.~ 796.96 .~ .~ ~.~ ~7B.96 455.~ .~ 456.16 12.47 6.~5 5372.63 9663.17 26~31i.f~f 125~.96 .iM .~ 438.3li 13B.gg 437.78 .~ 437.81 9.19 1.36 ~.96 42.88 ~.~ 1~.B~ .~ .~ 4~.~ 167~.~ ~3.41 .~ ~3.48 3.~ 2.18 ~.1~ 93~.71 ~.~ 1~.~ .~ .~ 4~.~ 47~.~ ~8.~ .~ ~6.77 2.72 2.73 1742.47 ~85.15 ~39.~ l~.~ff .M .~ 4~.~ 81~.~ 4~.58 .~ ~,79 4.~ 3.72 21~.98 3922.51 ~.96~ ~.96 .~ .~ ~.~ 1~,~ ~52.~ .~ ~5~.~ 7.~7 5.2~ 271~.~ ~89,87 18 _ I 26556.~6 12SE.gE g~/'58/86 18:55:2E .m .gE 436.3~ 2~.76.gE 457.66 .gE 457.5g 6.54 5.99 5225.77 9741.91 PASE 22 28686.gM ~.$6 2MSB.gB~ 996.H ELTRD .M ELLC .gE EUIZN Q C~:~L 455.2fi 1~.68 458.89 .M 435.~ 1676.BB 443.67 .~ 455.2fl 476~.gE 446.59 .gE 435.~ 81~.gE 4~.95 .~ 4~5.~ 14288,gE 453.~ .~ 435.~ ~7~.gE 455.~ .~ 4~.~ ~7g.~ 457.66 .66 456.11 1.66 .87 149.64 1~8.81 445.74 2.54 2.85 612.66 1646.99 .gE 449.61 2.54 2.72 1752.~,% 2964.33 .gE 451.17 5.97 5.68 2266.99 4875,91 .gE 453.69 6,56 5.15 2888.57 5574.22 .66 455.96 7.24 5.47 4873.63 76~5.x~· .gE 458.21 6.86 5.15 7895.77 16915.46 28876.g86 616.69 .gE .96 436.3~ 125.gE 458.31 .BE 458.~4 15.5~ 1.45 65.92 51.75 28878.BGE 61B.BB .f~ .f~ 4~6.5~ 16~B.gE 4~,5.95 .M 4~5.92 5.73 2.11 758.92 828.8~ 26676.~6 61B.gE .gE .gE 456.3~ 4599.95 449.67 .gE ~9.18 5.11 2.66 1724.86 2688.73 298'~.g86 616.gE .gE .gE 436.~ 7856.60 451.25 .gE 451.45 4.5~ 5.55 2216.14 5674.~2 ~67g.gEg 61JJ6 .gE .M 436.3E 137~.~ 453.74 .~ 4~.1~ 6.86 4.62 2877.29 5252.36 ~67B.~B 61~.96 .~ .~ 436,38 1973~,gE 455,97 .~ 456.~ 7.96 5.62 35~.69 6992,69 ~87B.BgE 61g.gE .~ .~ 436.39 2743B.gE 458.16 .~ 458.79 6.61 6.36 ~62.62 92~.55 29616.~6 65f.gE .gE .i~ 457.4~ 125.gE 458.97 .~ 458.99 6.99 1.25 1gE.E5 47.26 29618.g86 656.66 .~ .gE 457.4g 16gE.gE ~.gg .gg ~.17 5.76 2.26 7~8.75 624.67 ~19.ggE 659.gE .~ .gg 457.~ 4sgE.BE ~9.26 .~ ~9.58 2.91 2.74 1675.92 2692.99 ~lg.gEB 65g.~ .~ .~ 457.48 7839.99 451.51 .~ 451.78 4.B5 3.56 ~gE.63 39~9.~ ~619.~9 ~.E~ .gE .BB 4S7.~ 15768.gE 4~.16 .~ 4~.51 5.85 4.7~ 29E9,74 5669.~ ~lg.~gE ~.gE *~ .gE 457.49 19738.gE 456.~ .~ 456.95 6,7~ 5.48 3681.41 7621.~ ~61g.~E 6~.gE .~ .~ 457.4B 27439.gE 459.79 .~ 459.&5 7.85 6.55 4~7.21 9915.~ Sg576.BgE 9flB.Bg .gE .gE 456.25 125J~ 459.79 .gE 439.85 15.56 1.9~ 65.96 ~.~ 3~576.969 9gE.BE .~ .~ 438.25 1~.~ ~.~ .M ~.61 6.~ 2.75 ~2.65 657.~ ~7g,~B ~.gE .~ .M 4~6.23 4598.gE ~9.55 .~ ~9.71 4.~ 5.25 1421.4B 22~4.~ ~76.~ ~.gB .gff .~ 438.23 7838.gE 451.89 .~ 452.15 5.59 4.99 1915.5~ 331~.~ ~57E.gE~ ~g.gE .~ .gE 458.25 15769.gg 4~.71 .~ 455.15 7.~ 5.19 ~53.48 5B11.~ ~579.gE~ ~.g~ .M .~ 438.23 197~.~ 457.1g .~ 457.61 6.23 5.~ ~28.37 6877.~ ~579.g88 ~.~ ,~ .~ 456.25 2745~.~ 459.45 .~ ~.~6 8.58 6.26 4~85,65 512~.g85 626.gE .gE .gE 458.19 125.gE 4~.28 .gE 4t~.22 3.52 1.61 125.59 68.~'~ 3123~.gE~ 62~.6B .gE .~ 438.1~ 1698.~ ~.86 .~ ~.96 4.99 2.55 626.55 723.~ 312~.gEg 6~.~ .~ .gE 438.19 4596.Eg ~9.81 ,~ ~9,97 4.11 3.19 1437.86 2265.~ 312~.gEB 6~.gE .~ .~ 438.1~ 783~.~ 452.23 .gE 452.49 5.32 4.~ 1936.99 339~.~ 312~.~ 6~.gE .~ .gE 438.1g 13769.ff 455.16 .~ 455.59 7.19 5.23 ~.66 5138.~ 3123~.~d ~,gE .~ .~ 436.18 1973~.gE 457.63 .~ 456.12 6,17 5.74 3~2,31 6981.~ 312~.M6 6~.gB .ge .gE 438.1g 2743g.~ ~f.19 .gE ~,62 8.62 5.62 65B3.38 9~3,12 $215g.iM~ 92~.~ .M .gE 457.gE 125.1~ &t~i. SB .~ ~.~ .42 .57 219.~6 193.1~ ~IM.MJ ~.~ .~ .~ 437.M 1~.~ M5.~ J ~5.31 3.12 2.66 M1.22 ~5.61 ~1~.~ ~.~ .~ .8B 437.~ 45~.0~ 4~.13 .~ 4~,45 5.gl 4.57 1~.65 ~51.14 321~.~0 9~.gE .~ .~ 4~.~ 783g.gE ~.61 .~ 453.17 7.~ S.g2 1365.12 2787.94 321~.~B ~.H .~ .~ 437.~ 137~.~ 455.57 .~ 4~.65 12.~ 8.38 1718.14 38~,29 321~.g86 ~.gE .~ .~ 437.~ 197~.g~ 457.~ .~ 459.~ 15.79 9.~ 2387.86 4964.51 32159.~ g~.gE .~ .~ 437.~ 2743g,~ ~.59 .gE ~1.96 14.16 lg.~ 4~9.g6 7299.67 19 1 -- ~4/'~/86 98:38:2d PAG~ 23 ~CN0 ~.CH ELll~D EJ~.C 5~1IN Q ~L ~I~ 66 1F~ ~ ~2~.~ ~.~ ~5,~ ~.~ AS5.~ 1M~.99 ~5.15 .~ ~5.59 1.~ ~.91 ~.~ ~.~E ~5.~ ~3.~E 4~.~ 459~.~ ~9,99 .99 45~.61 2.92 6.~ 32~.~ ~.99 ~5.~ ~3.99 435.99 783~.99 452.35 .~ 453.49 5.~ 8.56 32~.~ ~.gE ~5.99 ~3.~ 435.~ 137~.~ 455.14 .99 457.16 9.~ 11.52 32~.~g ~.99 ~.99 ~3.99 435.99 19739.99 457.41 .~ ~B.12 ld.87 13.36 ~.~g ~.gE ~5,gg ~3.gB 435.M 2743~.~ 459.65 ,99 ~2,96 12.~ 15.~ 162.23 385.36 469.65 1381.82 723.~, 2731.36 916.96 3486.9G 1266.16 4681.18 1729.38 5963.2~ 23~1.84 7655.11 3223~.~E 5~.99 485.99 463.99 435.66 125.i~ 44d.36 .99 ~.31 .11 .77 162.67 38~.76 3~39.e~ ~.99 ~5.fg ~3.~ 435.99 l~E.~ ~5.16 .SE ~5.~ 1.~ 3.91 ~9.72 138~.47 3223~.996 ~.99 ~5.~ ~3.99 435.g~ 459~.99 4~.99 .~ 4~.63 2.81 6.33 72~.88 2737.1~ 3223~.999 ~.99 ~5.gg ~3.~ 435.~ ~3~.~g 452.38 .~ 453.51 5.93 9.53 929.13 ~92.55 3223g.~9 ~.99 ~5.~ ~3.~ 435.8~ 137~.99 455,22 .~ 457.23 8.49 11.~ 1277.28 472%36 322~.~ ~.f~ ~5.99 ~3.99 435,99 19739.99 457,58 .~ 4~.~ 1~.49 13.16 1771,83 3223~.999 ~.99 ~5.99 ~3.~ 435.ff 274~.99 ~g.gl .99 ~3.99 11.87 14.55 2~5.62 7961.95 3225d.996 1.99 .99 .99 437.68 99.99 44~.5d .99 44~.51 .~6 .41 219.52 15~.~7 S2~.~B 1.~ .~ .~ 457.~ 11~.~ ~5.~ .~ ~5,41 2.41 1.~ 614.~ 727.61 3~.99E 1.99 .~ .~ 437.~ 32~.~ 4~,~ .~ 4~.67 3.~ 2.~ 199~,~ 1683.73 3~.999 1.~ .~ .~ 437.~ 5519.~ 453.36 .~ 453.69 5.~ 3.98 1399.36 2361.62 3225~.~ T.~ .~ ,~ 437.99 ~6ff,~ ~.~ .~ 4~,~ 7.~ 5.~ ~68.92 3515.47 322~.~6 1.~ .~ .~ 437.~g 1386g.~ ~.25 ,~ ~,~ 4,16 4,~ 6878.72 68~2.99 32~.999 1.rS .~ .~ 437.~ 192~.~ ~3.35 .~ ~3.~ 1.27 2.56 17889.74 17115.53 323~.699 55.66 .99 .99 437.?~ 9~.99 44~.24 .99 4~.35 35.33 2.65 33.98 15.14 523d5.~8 55.68 .~ .99 437.7g 11~.99 ~.92 .~ ~5.66 63.99 6.89 163.97 142.37 323ff5.999 55.E9 .99 .~ 437.76 3238.99 ~9.96 .~ 4~.~ ~.43 8.96 ~9.57 ~6.67 32~.~d ~.99 .~ .~ 437.7~ 551g.~ 452.71 .99 453.96 61.92 9.19 631.47 79~.77 32~5.999 ~.99 .~ .~ 437.7g ~8~.99 4~.66 .99 457.~ 43.36 6.39 13~1.26 1479.12 32395.999 55.99 .99 .99 437.7g 13889.99 459.98 .~ ~.62 25.7~ 7.~ 2361.15 2~7.75 ~3~5.~9 ~.99 .99 .~ 437.7B 192~.~ ~3.26 .~ ~3.45 7.~ 4.33 ~24.98 7~51.59 52725.996 429.65 .99 .99 438.29 99.66 44~.97 .99 4~1.61 8.71 1.46 61.51 ~.49 32725.996 42d.99 .99 .~ 438.~ 113~.99 ~.~ .~ ~.76 13.26 3.~ 319.69 316.37 327~.999 4~.99 .~ .gE 436.~ 32~.~ 451.72 .M ~2.~ 13.~ 4.61 699.97 892.52 33145.W 42~.~ .M .M 438.4g 99.~ M1.29 .gg 441.51 6.24 1.28 76.16 3G.64 33145.996 42~.99 .99 .~ 438.~ 11~.~6 ~7.97 ,gg ~7.23 9.55 3,17 356.59 365.71 ~145.~ ~.~ .~ .~ 436,~ 323g.~ 452.~ .~ 452.55 19.71 4.42 ~5.93 987.19 33145.~ 4~.~ .~ .~ 438.~ ~lg.~ 455.24 .~ 455.52 g.~ 4.~ 1629.51 16~1.24 35145.~ 4~.~ .~ .~ 436.~ ~.~ 458.53 ,~ 458.77 8.59 4.~ 2855.19 3362.61 53145.~ 4~.99 *~ .~ 4~.~ 13889,~ ~1.13 .~ ~1.29 6.~ 4.~ 5769.82 ~1.5~ 55145,~ 4~.~ .~ .~ 459.~ 19~.69 ~3.65 .~ ~5.71 5.97 2.69 11916.52 11995.8~ 1 ~./'NI/66 gE:36:~ ~ECNO ~,.C~ EL'~D rd_LC ELRIN ~ C~:~L PA~E 2~* CRINS EG I~K~ VCH AREA .61K 35478.M8 325.gE .M .~l 439.gE 9~.EB 441.49 .~ M1.51 6,~ 1.16 ~,TJ 36.57 3~7f .~ 525.~ .~ .~ 439.~ 113~.~ ~7.37 .~ ~7.~ 5,~8 2.~ 483.79 5~1.55 3~7~.~9 3~.~ .~ .~ 439.~ 32~.~ 452,~ .~ 452.62 5.~ 3.37 ~9.~9 1336.27 3~7g.~g 3~.~ *~ .~ 439.~ ~1g.~ 455.52 .gg 455.8~ 7.~ 4.26 1355,3~ 1953.68 ~7g,~ 3~.~ ,~ .~ ~39.~ ~8~.9~ 456.74 .gg 459.13 1B.96 5.15 2157.~ 292~.55 3~.~ ~.~ .~ .~ 439.~ 1388~.~9 ~1.39 .~ 461,57 9.52 ~.~ 49~.7~ ~98.13 3~79.~ ~.~ ,~ .~ 439.~ 19299.g9 ~3,73 .~g ~3.61 3.~ 3.96 11586,79 16221.1~ 542Gg.gEg 79~.gE .gE .gE 438.6Ei gE.gE ~1.~ .~ ~2.91 6.46 1.39 ~.67 35.35 ~26E.~ 7~.g~ .~ .~ 438.~ 1138.8g ~7.88 .~ ~8.1g 12.~ 3.69 ~5.67 318.~ ~2~.B99 ~.~ .~ .~ 436.~ 32~.~ 453.21 .~ 453.55 14.19 4.~ ~2.77 657.~1 ~2~.~ ~.~ ,~ .~ 438.~ 6516.~ 4~.27 .~ 4~.45 9.63 4.g3 1973.62 19~,71 ~26~.g~E 7~.~ .~ .~ 436.~ ~.~ 459.62 .~ 459.77 5.89 3.79 ~19.16 3989.63 ~.~g 7~.~ .~ .~ ~36,69 1~86.~ ~.~ .~ ~2.11 5.36 3.~ 4722.~1 5995.99 ~2~.g~ 7~.~ .gE .~ 438.~ 1929~.g~ ~3,~ .~ ~.~ 3.98 3.65 9274.~ 9672.~6 3485li.88~ 59~.~E .E~l .gE 439.38 9g.U 4~2.37 .~l 4~,2.4~ 6.57 1.36 65,31 35,12 ~E.~6 59~.~ .~ .~ 439.39 113~,~ ~.61 ,M ~.89 11.56 3.52 321.96 3~.96 ~8~,g9g ~.gE .~ .gE 439.~ 3239.gg 4~.g8 .gg 4~,41 15.17 4,65 ~.12 829,24 ~56.ME 599.99 .gE .gE 439.39 ~19.99 456.71 .gE 457.22 16.57 5.71 ~5.5E 1278,47 ~.~E 5~.gE .~ .~ 439.39 ~89 .gE 459.76 ,gg ~9.57 23.~ 7.27 1356.17 1965,65 ~8~,9~ 59~.99 .~ .~ 439.39 1386~.gg ~2.92 .9~ ~2,~ 26.86 7.~ 2112.97 2563.76 ~.EE~ 59~.~9 ,~g ,~ 439.M 19299.gE ~.96 .~ ~.71 ~.52 7.~ 3588.61 3818.~ 3495~ .gEg 1gE.gE .gE .I)~ 439.3~ gE.E~ 442.43 .gE 4~,2 .~ 5.97 ~.33 ~.~ ~,92 M~.~g 1~.~ .~ .~ 439,3~ 11~.~e Me.~ .~ ~.92 1~.79 3.45 327.18 ~3.95 ~g~.~g 1~.9~ .~ .~ 439.~ 32~.~ 4~.24 .~ 4~.~ 14.43 4.~ 799.86 85B.39 ~.ggg ~.~ .~ .~ 439.3~ ~19.~ 4~.92 .~ 457.~ 17.42 5.~ ~9,66 13~,16 ~,gEB l~.gE .~ ,~ 439.3~ ~.~ ~.g3 .~ ~.~ ~.13 7.g7 1397.39 ~7.76 ~.ggg 1~.~ ,~ .~ 439.~ 1~.~ ~2.67 .~ ~3.21 19,~ 6.47 3252.93 3159.59 ~956,eee lee.~ .~ .~ 439.~ 1929~.~ ~,69 .~ ~.92 1~.66 4.92 6897.32 59~9.22 36979 .gE~i '~1211. gE .gE .alg 44g .gE 95.~ 443.46 .gE 443.47 4.23 1,96 9~.~4 41.31 36976.~ 2~125.98 .gE .gE ~1,186 1~56,gE 45~.38 .gE 45g ,5,e 5.78 2.9~ 375.1~ 436.9~ ~979,g68 ~.~ .~ ,~ ~.~ ~.gg 4~.65 .~ 4~.92 g.~ 4.21 719.63 972.92 ~979.~ ~.gg *gg ,g~ ~.9~ 516~,99 ~d.17 .~ ~.53 13.~ 4.93 1166.g7 138~.72 ~979,~g ~.ge .98 .~ ~E.~ ~g.gg ~3.67 .~ ~3.92 lg.79 4.~ 2762.58 2724.57 ~97E,~E ~,gE .~ .E~ ~E.gg 12~9.~ ~5,61 .ge ~5.81 8,7~ 4.36 ~16.29 4~3.31 ~g7g.~g ~.9~ .g9 .~ ~.9~ 1785~.99 ~6.73 .M ~6.96 9.55 4.89 ~83.62 5774.81 $9~,~8 24791.66 .EI6 .m 4~,2.66 85.m6 445.67 .86 ~5.11 11.62 1.63 51.99 24.9~ 3~.~ 247g.~ *~ .~ ~2.~ 1~.~ 4~.~2 ,~ 452.15 7,~ 2.93 358.71 375.11 3~,~ 247~.~ -~ .~ ~2,gg ~,~ 4~.61 .~ 4~.~ 6,23 3,53 ~7.97 1197.92 3~.~ 2479.g~ .~ ,~ ~2,~ 51~.gE ~2,55 .~ ~2.81 6.~ 4,14 1232.53 1976.66 3~.~g 247J.gg .~ .~ ~2.gE 6g~.gg ~5.69 .~ ~.g2 7.g8 4.92 2799.72 3363.16 ~.~ 247g.~ .~ .~ ~2.~ 1~.~ ~7,37 .~ ~7.79 7.16 5.35 ~66.27 4797.65 ~.~ 2479.~ .~ .~ ~2,~ 17~.gE ~6.66 .~ ~9.93 6,11 5.97 5311.~ 6269.49 21 184,"'~/86 ~8:38:2~ PAGE 25 ~EC~ XI. CH FL'TED FLLC ELpIIN Q ~ CRZkIS E6 l~(~J V{~ AREA .51K 442.66 95.~ ~5.12 .~ ~5.1~ 2.~ .~ 1~1.~ 57.31 ~2.~ 1~.~ 452.12 .~ 452.16 3.~3 2.52 5~.61 653.2~ ~2.~ ~B.~ ~.74 .~ 458.~ 3.59 2.~ 1217.88 1577.75 ~2.~ 51~,~ ~2.74 .~ ~2.85 5.~ 2.65 1~2,~6 2742,91 ~2.gB ~59.69 ~5.92 .~ ~.g7 5.~ 5.11 5229.15 4561.~ ~2.g~ l~g.gg ~7.~ .~ ~7.74 4.~ 5.~ 4169.~e 5egg.e9 ~2.~ 17~.~ ~6.85 .~ ~9.68 6.~ 4.24 ~.~E 7277.28 395~1.555 5~.56 .IM J5 39548.556 5iJ.~5 595~.69~ 6fi. fl6 442.i89 79.56 445.12 .g~l 445.16 9.18 1.47 59.65 26,57 442.N lg96.65 452.16 .K 452.22 6.~ 2.75 ~3.71 382.25 ~2.~ ~.~ ~.71 .~ 4~.96 5.~ 3.~ 85G.~ 1214.96 ~2.~ ~88.~ ~2.~ .~ ~2.91 5.68 3.91 1246,66 ~12.~2 ~2.fg ~J.gg ~5.86 .~ ~6.13 5.85 4.51 2835,85 5~6.71 ~2.~ 12~6.~ ~7.53 .~ ~7.79 5.79 4.79 4248.92 51~9.68 ~2.99 171~.~ ~8.~ .~ ~9.12 6.32 5.31 ~86.33 6891.66 4~65~.996 1115.5~ .mi ,~ M~I.gg 79.66 445,31 .gg ~5.31 .55 .59 1~.35 198.67 ~.~ 111~.g~ .~ .~ ~.~ 1~,~ 452.69 .~ 452.76 3.~ 2.42 413.72 51~,17 ~.~9 111f.gg .~ .~ ~.f~ 2869.9~ 459.32 .~ 459.52 5.89 3.57 ~8.35 1187.46 ~59.~ 111g.~ .~ .~ ~S.~ ~f.~ ~3.33 .~ ~3.~ 6.41 4.24 123~.39 1927.63 ~.~ 111~,~ .~ .~ ~.~ ~.~ ~.52 .~ ~,87 7.~ 5.16 2562.66 3121.95 ~.~ 111~.~ .~ .~ ~.89 12~e.~ ~8,18 .~ ~8.52 7.62 5.53 ~.24 ~.95 ~.~ 111~.~ .~ .~ ~.~ 1718~.8~ ~9.55 ,~ ~9.91 8.21 6.~3 4796.~ 5966.52 ~ ~6~.m66 7556.~ .gg .gg 4~5.6~ 5~.N 4~6.6~ ~.~ ~.~ 3~.85 4.47 11.18 2.56 -- ~B.~ ~.~ .~ .~ ~5.~ 6~.~ 455,~ .~ 455.~ 5.~ 2.~2 ~9.~ ~.~ 73~.~ .~ .~ ~5.~ 1799.66 ~2.~ ,~ ~2.67 2.88 2.49 765,16 lg~.56 ~g.~ ~.~ .~ .~ ~5.69 ~Sg.gg ~.59 .~ ~6.68 2.61 2.63 1576,59 1689.23 ~ ~.~E ~55.~ .~ .~ ~5.~ 5~79 .~ ~9,39 ,~ ~9.45 1.01 2.~ 4273.72 3896 .~ ~99~.~6 7559.9g .f~ .~ ~5.6~ 7796,99 47ff.78 .~ 47g.63 1.75 2.6g 6339.56 5824.55 ~e~.see ~.~ .ss .~ ~5.6ff lffTgg.gff 472.98 .~ 472.13 1,69 2.69 ~5.9~ 8231.G~ 51359.96i~ 535~.55 .N .gg 4~6.59 45.gg ~.68 ~7.~ ~.89 1.~ ,57 ~.46 37.21 513~.~ ~.8~ .~ .~ ~.~ ~.~ 4~.~ .~ ~.~ .~ 1.13 ~.23 ~3.97 S~3S~.~ 33~.ee .~ .m ~.5e 1~.~ ~3.~4 .m ~3.18 .86 ~.~ ~571.52 ~682.58 51~.~ 33~.~ ,~ .~ ~,~ ~.gg ~7.17 .~ ~7.22 1.g3 1.79 1~2.82 2619.81 513~.~6 33~.~ .~ .~ ~.5g ~g.gg 47g.23 .~ 479.3g 3,~ 2.21 ~E.g3 2481,19 513~.~ff 53~.~ .~ .~ ~.~ 67~.~ 471.~ .~ 471.~ 5.45 2.11 4367.97 3669.45 5155~.g98 53~.~ .~ .~ ~.~ 93~.~ 472.92 .~ 472.67 2.79 2.13 6228.59 558~.6~ PAGE 26 22 SECN0 XLCI{ EL'II~D ELLC 1 ~4/38/06 08:38:20 DENTO~I OtEEK. ITY~S ~II~ARY P~XKTOUT TABLE 1~0 EUqIN Q ~,4~L CRIk~ 55 19K~,5 VCH AREA .01K .Jg 452.4g 45.~1 455.91 .g~ 453.93 7.2J 1.97 41.94 16.76 .M 452.4~ 55~.~ 457.21 .~0 457.39 19.58 ~.59 162.25 124.9~ .~ 452.~ l~O.mi ~3.58 .gO ~3.63 6.37 3.~5 511.92 616.20 .~ 452.~ ~.~ ~7.69 .~0 ~7.86 5.45 3.31 mi3.G5 1139,82 .~ 4~.~ ~.~ 47g.97 .~ 471.26 7,25 4.32 1J85,22 1736.68 .~ 452,~ 67~.mi 472.41 .~ 472.79 0.58 5,11 ~63.67 2246.82 .~ 452.~ 93~.~ 473.66 .50 473.97 0.14 5.16 ~71,78 3266.61 449.90 45.99 454.05 .90 454.95 .33 .41 119.74 76.64 ~49.mi 58~.99 458.39 .1~ 458.36 3.66 1.98 279.35 267.33 449.mi 1~0.00 ~.35 .~ ~.45 3.45 2.60 610.50 042.58 ~9.mi 2660.00 ~8,30 .~ ~8,~ 3.42 3.02 938.99 1437.92 ~9,~ ~6g.gg 471.81 .~ 472.gl 4.38 3.79 14~.27 22}7.03 ~9.gB 67~.~ 4~.47 ,~ 473,72 5.46 4.42 2257.~2 2967,21 ~9.mi 93~.mi 474.~ .~ 474.9~ 6.11 4.87 ~4.62 3779,85 PAGE 27 S~C~O Q CNSEL DIF'~ DIPdSX DIF~ TOPNID X~CH 1939.2~ 149.mi 431.52 .mi .mi .mi 129.97 1939.2~9 182~.09 4~6,23 4.71 .99 -2.08 176.49 1030.2~0 7~45.09 ~2.18 5.93 .~ -.~ 2791.15 1~30.~0 12~0.~ ~3.03 1.67 .~ -.~ ~61.14 1630.~ ~700.mi ~5.59 1.76 .~ .~ ~.02 1030.~ ~0.00 ~7.~ .63 .~ .~ 7~2.1~ 16440.mi0 130.90 435.33 .mi 3.01 .09 23.49 5880.90 -- 164,40.000 1679.~ 442.27 6.94 6.04 .mi 37.29 588~.~ 18449.909 476~.mi 445.94 3.66 3.76 .00 44.56 5880.99 · 16449.g~0 812~.90 448.86 2.92 5.93 .gE 1632.99 5889.99 # 16440.~9 14289.mi 449.39 .53 3.00 .~9 1668.38 5869.99 # 1844g.W 2~479,99 ~9.51 .12 2.89 .~ 1676.22 3880,09 18~A~.0~mi 28~79.i~ 45~.21 .79 2.58 .M~ 1736.17 5889.99 193~.N0 I~.N 435.4~ .0E .07 .1~ 255.24 659.99 193~.~0 ~7~.00 ~0.07 5.16 2.15 .~ I~.ff2 6~.~ 193~.~ 14280.~ 4~.15 .~ .76 193~.~ ~70.00 4~.78 .~ 1.27 .~ 1~.46 ~.~ 193~.~ ~75.~ 451.33 .~ 1.12 23 19959.955 l~.Be 455.41 .~ .~ ,Be 214.5E Sg~.eg 1995~8 ,J~Be 167g,gg ~2.91 7,51 ,gl .~ ~22,~ 6gg.gg l~,gBe 47M.Be ~.g8 5.17 ,fl .Be 5~.63 Mg.gS I~.HE 142M.BB 4~.17 .~ .g2 .~ 974.93 ~9.Be 1~5~.~ ~7~.~ 4~.81 .~ .~2 ,~ 976.52 ~,~8 1~.~ ~7g.Be ~1,55 .55 .~3 .~ 9~.66 ME.gg 21566.1~ 1~.8g 455.42 .Be .gl .Be 2~1.61 14~,Be 21~,~ 167~.~ ~2.93 7.52 .J2 ,~ ~6,55 14~.Be 21~g.~g 47M.gg ~.11 5.18 .g3 .~ ~3.22 14~.95 21~,~ 81~.Be ~9.5g 1.47 .~ .~ ~5,67 14~.95 21~.~ 14~.gg 4~.55 .74 .16 .~ ~g.g~ 145~.~ 21~.~ ~TB.Be 451.~7 .74 .26 .Be 514.52 14~.~ 21~g.~ ~Tg,g~ 45~.76 .Tg .42 .~ 519.~ 14~.Be 2257g. BE~ 155.iM 455.45 .~ 2257g.gtg8 167~.Be ~2.~ 7.52 .~1 .~ 252.61 MJ.Be 22~75.~g 47~.BB ~8.14 5.19 ~57B.~E 14255.gB ~g.47 .85 .14 ~37g.~ ~7~.Be 451.32 .~ ~37B.~g ~7E.M 452,19 .87 .41 .~ ~9.1B ~B.Be C3~L D]~ DIFTEg( DZFK&45 'T'OP~I'D ~.CH 238gE.EEB l~.Be 455.52 .Be .gl9 .Be 96.74 7~.Be 2561~g.Be~ 167g.H ~2.~ 7.~ .gl .~ 1~.25 7Be. Be 2~.~EE 47~.98 ~.15 5.19 .52 .~ 197.85 7B~.Bg 2~.~E 61~.~ ~9.66 1.51 .B2 .~ ~9.67 7~.BB 25855.Be~ 14266.Be 4~.52 .~ .g5 .~ 216.~ 7~.Be 23655 .BeE ~7g.~ 451.~ .87 .B8 .~ 223.74 7~.Be 247~i~.i1M 13e.i~ 456.27 .Be .74 .Be 69.84 2475e.ltEg 1675.~ ~5.~ 6.79 .1B .~ 1~.14 2~7~.~E ~7~.~ ~.28 5.~ .12 .~ 1~.g9 ~.~ 247~.~B el~.Be ~9.~ 1.62 .24 .~ ~8.8g ~.Be 24755,~g 14~.~ ~1.12 1,22 .59 .~ 216.62 ~.~ 247~ .~g ~7~.Be 452.41 1.~ 1.~1 .~ ~6.97 247~ .~E ~7~,~ 453.~ 1.~ 1.~ .~ 233.~ 2555tI.BeE 1675.Be 445.16 6.45 .111i .Be 157.25 2S5$E.gei~ 47M.U 448.4~ 5.24 .12 .ge 196.69 2553g. EBe 14286.~ 451.65 1.52 .63 .Be 221.52 255~ .ggB 2~47i~ .Be 453.23 1.58 .52 .Be 233.48 7JM. Be 266~.Bel~ l~.Be 457.79 PA~E 26 24 2665g.g'BB 167~l.g1~ 443.41 5.65 ,25 .gB 155.85 125g.~18 ~5g.~6 47~.~E ~.66 5.~ ,26 .~ 216.g5 12~.gg ~8~.~ 81~.~ 4~.58 1.92 .45 .~ 241.43 ~8~.~g ~Tg.~ 4~.~ 2,~ 1.42 .~ 973.23 2997B.m 125.~ 438.31 .~ .21 .gE 98.55 61B.J9 2687g.~ 1~.~ ~3.~ 5.~ .19 .~ 1~.g3 61~.~ ~8?g.~g ~gg,~ ~9.g7 5.~ .16 .~ 215.65 61g.69 ~87g.~ 76~.6g 451.23 2.16 .~ .~ 241.16 61g.~ ~Tg.~ 137~.g8 453.74 2.51 .~ .~ ~7.77 81g,~ ~TB.~ 1973g,~ 465.97 2.25 .45 .~ 559.15 61g.~ ~87E.~ 274~.gd 4~,T6 2.21 .~ .K 419.47 61B.~ g4/'S~/SG JgS:36:Zg PA(~ 29 DZF'HSP 5.13 5.17 2.25 2,66 2.~ 2.24 DZFI~ .24 DIFIG~ TOP, ID .nB 65.56 66E.M .gE 152.42 65B.BB .19 .N 27.~.2~ 6SE.gig .42 .~ ~.19 ~.~ .~ .~ 516.72 6~.~ .~ .~ 1~37.55 ~.~ ~57g. Bgg 125.BB 43g.7g .~ .83 .gEl 48.4g ~57g.~B 16~.gE ~.~ 4.7~ .~ .~ 137.1~ ~7~.~ 4~.~ ~9.55 5.g5 .26 .~ 1~.6g ~7g.~g 763B.~ 451.69 2.~ .36 .~ ~8.65 ~7g.~ 13769.gg 4~.71 2.82 .55 .99 ~.87 ~7g.~ 1973g.gg 457,1g 2.39 .63 .g6 ~3.55 ~7~.~ 2743g,g~ 459.45 2.35 .~ .~ 478.74 ~215~.~ 125.K 4~.~ .~ .lB .M 71.K 92~.N $21rdi.m 16~.~ *A5.2~ 4.91 .~S ,~ 8~.55 92.~.~ 321Km.658 32158.165 $2158.m 7858.638 13758.SS 19758.66 27439.58 458.15 452.61 455.57 457.96 4SO.SS 4.93 2.48 2.96 2.46 2.62 .32 .37 .33 .lB 57.SO 626.66 .lB 116.69 62~.116 .me 152.66 62~,lB .lB 589.69 82~.lB .lB 1555.117 92~.116 $22~.589 125.116 449.58 .lB .SS .lB 41.21 58 .el6 $22~.lB" 1~.~ ~5.15 4.85 -.B5 .~ ~.~ ~.~ 32~.~g 45~.lB ~9.~ 4.83 -,15 .~ 75.95 ~.~ 52~g.~ ~.lB 452,~5 2.57 -.~ .~ ~.65 ~.lB 5~.~ l~.lB ass.14 2.79 -.43 ,~ 137.~ ~.lB 5~.~ 1973g.lB 457.41 2.~ -.66 .~ ~.~ ~.lB 5~.~ 274~ ,~ 455.65 2.25 -.~ .~ ~.~ ~.~ 32258.589 125.lB 449.58 ,lB .lB .lB 41.19 S0.IB 5223~ .lB9 1GIB.lB 445.16 4.88 .91 .58 58.H SO.lB $2256.166 4558.lB 456.58 4.64 ,92 .lB 74.g4 58.lB $223g.lB6 7658.96 452.36 2.38 .93 .lB SS.SO SO.lB 322~ .lB6 13758.58 455.22 2.63 J8 .lB 136.12 58.96 32239.966 19758 .ge 457,56 2.3G .17 .lB 262.16 So.ge 32258 .iEllB 27436.99 458.61 2.43 .SS .lB 297.58 SO.lB 1 ~4/'56/86 PAGE 36 DTFT4SP D]F'T4SX DTI:'K),5 TOP, ID X].CH 32Lr-~.~ lB.lB 446,~ .lB .91 .lB 71 .lB 1 .lB 52256.969 11~.lB 445.36 5.K .2~ .lB 64.96 1.SS 3~58.~ 3258.lB ~.~ 5.16 .~ .~ SS.lB 1.~ 3~.~B ~16.~ 453.~ 2.62 .97 .~ 1~3.77 1.58 3~.~ ~.~ 4~.~ 3.63 1.77 .~ 414.62 1.~ ]~.~B l~.lB ~.~ 5.27 2.67 .~ 24~.12 1.lB 52365.586 SO.lB 446.24 .lB -.97 .lB 2J.71 ,SS.lB 323115.966 1158.lB 44~.g2 4.68 -.44 .58 ~.77 SS.lB 32365.666 3236.96 4~i9.98 5.68 -,SS .lB 58.92 SS.lB 32365.666 SS19.lB 452.71 2.74 -,6~ .lB 116.79 55.~ 32~5.~8 ~58.lB 4~.SS 3.~ -.32 .~ 237.59 ~.~ 32365 .Kg 15558,lB 455. SS 3.31 -.~ .~ SS3.~ SS.~ 32~.~g 192~.lB ~3.~ 3.31 -.g7 .~ 2383.19 ~.~ 32725.~ SS.ge 44B.97 .lB .74 .ge 52.67 42g.ge 52725.169 11~1.lB 446.56 5.SS 1.~ .M ~.13 4~.M 327~.~ 32~.g~ ~1.72 5.15 1.74 .M lB.~ ~.~ ~7~.~ ~.~ 4~.21 3.49 1.55 .~ ~.35 4~.~ ~7~,~ 1~.~ ~g.~ 2.77 1.gl .~ ~3.~ 4~.58 53145.169 lB.lB 44.1.29 .lB .32 .lB ~5.41 33145 .lB~ 1136.lB 447.67 5,79 .51 .lB 61.66 55145 .lB~l $236 .ge 452.25 5,17 ,53 .lB 175.77 3~7g. M6 35479.991ff 33475.M8 3347J.596 $~478.9ff5 53479. 1 94/~/86 5~859.999 34656.H9 36976. ggg 39~d. M6 39446.Mg 5519.M 9686.86 13889.56 192~.58 1135.99 32~.M 9688. ~ 15686.99 1929g.55 1156.66 15685,58 19296,99 98:36:~ 9g.~5 1156.66 3256.55 5516.59 13888.66 19299.69 9g.M 11~.1M 3256.U 5518.68 9686.89 156M.M 19298.89 85.N 299~.H 8959.g$ 1264~.55 1765~.99 299g.M 51~.M 455.24 458.53 461.13 463.65 441.49 447.37 462.6~ 455.52 458.74 461.56 463.73 441.98 447.88 453.21 456.27 459.62 461.9~ 463.94 CI4S~L 442.37 448.61 454,56 456.71 456.76 462 464.66 442.43 448.73 454.24 456.92 469.63 462.67 464.69 443.46 45~.36 456.65 4~3.67 465,61 466.73 445.87 452.92 456.61 462.55 3.96 3.29 2.69 2.52 .N 5.88 5.27 2.88 3.22 2.56 2.43 5.96 5.32 3.96 3.35 2.34 1.99 .86 6,24 5,47 2.63 3.94 2.27 1.98 6.39 5.51 2.68 3.12 2.63 2.82 .69 6.92 6.27 3.92 3.51 1.93 1.12 .M 6.95 6.59 5.94 .52 .32 .15 .57 .38 .28 .49 .51 .57 .75 .88 .66 .21 D]I~ .39 .73 .87 .13 .56 .K .65 1.6~ 2.4~ 2.94 1.61 1.64 1,96 2.56 .M .59 nZF~ .M .M .M .M .M .IM 337.93 4~9.75 2287.75 2619.36 45.13 82.75 152.25 186.75 311.13 2537.54 2862.46 29.12 48.77 335.67 4~9.73 461.75 747.83 2559.94 TOPI4TD 29.44 r~.84 92.59 145.28 859.97 29.73 51.2.9 93.96 114.U 146.86 1258.61 2~13.24 39.52 44.86 65.83 294.1G 7M.~ 1~7.22 15~5.68 26.66 S9.M 88.92 1~6.8~ 42~. 98 426.59 42J. 96 42~.88 325.99 325.89 325.~5 325.86 325.89 325.88 325.69 79B.69 769.96 79ff.69 796.58 79ff.66 79B.86 78~.89 596.66 599.69 596.86 599.99 59~.K 595,56 596.96 189.~ 159.68 169.99 2ff28.8B 2476.86 2479.69 2475.69 2479.ff5 PAG[ 31 27 3944m.g88 3944~.960 3944g. 888 39498.866 39498. geO 39498. geO 3949g.g88 3949f. 888 39458. m 395~g. ge8 395~0.fge 59548.898 3954~. 888 59548. ge6 39~. 888 39549. geO 1 ~4/38/85 4eSge.ge9 51358.m 5135~.g88 51356.860 51358.g~ 53358.g88 53359. ge8 53358.998 8958.ge 128~9.ge 1858.88 2998.88 5198.ge 6958.ge 12649.90 17858.ge 79.88 1~.00 2~58.ge 4898. ge eSge. 88 171~.ge 98:38:29 79.88 1gel.ge 4858.ge 9SSg.ge 12388.08 17198.99 58.58 625.88 1798.58 5850.80 5370.88 7788.86 18788.85 558. ge 156e.ge 266~.ge $7ge.mld 952~. ge 45.ge 558.ge 1558.ge 2668.58 4689.08 ~65.69 467.37 468.66 445.12 452.12 456.74 462.74 465.92 467.66 466.83 445,12 ,452.11 456.71 ~2.ge 465.86 ~67.53 468.84 Q4S~L 4~5.31 452.69 459.32 463.33 466.52 ~68.18 469.55 44~.64 455.~4 462.58 466.59 469.39 47m.78 472. ge 446.88 456.96 4~3.14 487.17 478.23 471.58 472.62 449.72 45~.31 463,52 467.37 478.60 3.14 1.67 1.29 7.1~ 6,62 5,16 1.64 1,27 6.98 6.61 3.97 3.16 1.67 1.58 7.38 6.63 4.01 3.19 1.65 1.37 8.88 2.60 .ge 7.17 7.89 4.83 3.86 1.35 1.23 .ge 6.59 7.81 3.23 2.82 1.76 1.93 .mG .15 .2~ .23 .18 -.02 -.05 -.f7 .ge DIF'~ .18 .59 .61 .ge .66 .65 .71 1.33 2.75 3.26 3.26 2.67 2.58 2.5~ 2.25 .62 .57 .59 .85 .81 .73 .26 .37 .ge .ge .ge .ge .M .M DIF)G4S .ge .ge .M .98 .ge .ge .ge .ge .ge .ge .ge .ge .ge 746.86 895.56 978.19 44.48 75.18 158.25 235.82 5~8.47 564.79 596.2~ 28.91 59.97 89.37 198.4~ 783.86 961.97 'T~XCl 58.63 46.48 82,83 126.51 663.53 825.34 877,18 18.45 42.78 64.93 476.46 1412.43 1546.78 44,58 69.82 94.79 198.98 951.76 1483.71 1777.99 17.25 75.77 135.27 167.87 694.18 2478.88 2478.86 2478.88 Se.ge ~.ge 1118.80 1118.88 1118,89 1119.ge 1118.88 7358,ge 73SE.ge 735~.ge 7358.88 7358.88 7358.ge 3358.00 33~B.m 335,6.ge 3355.08 2ege.ge 2~99.ge PAC~ 32 26 5335m.f199 67~.99 471.97 1.37 .39 .M 1461.95 2~9JB9 53359.1W9 932f.gg 473.18 1.29 .36 .M 2944.85 2~99.B9 5559~.m 45,89 453.91 .f~ 4.19 .f~ 5f.45 224g.gE 55599. f199 559.8g 457,21 $.36 .9~ .M 42.57 2249.06 55598.999 1568.99 4~3,69 6.47 .~ .M 65.71 2249,99 5559g.g~ 26M.99 467.69 4.~ .$2 .~ 86.15 224~.99 6~59f .MIg ,1~89.99 471.97 5.28 .36 .~ ~.62 ~.9~ ~5~.~8 67~.8g 472.41 1.45 .~ ,gg 1187.42 ~48.9~ ~5~.~ 93~ .gE 473.66 1.24 .48 ,gE 1~1.74 ~4g.gB 5694fi. flgg 45JI9 45,4,f5 .f~ .14 .~]B 33.47 1~59.18~ ~.~g 67~.ff9 473.47 1.~ 1.~ ,~ M7.82 13~.gg ~.EBB g3~.EB 474.~ 1.17 ,~ .~ 1691.sg 13~.~ 1 g4/3g/86 188:38:2~ PAGE 33 SUPg4~Y OF ERRORS ~ SPECIAl. NOTES CAUTICN SECN0- 41~999.189B PROFILE- 1 C~IJTIOR gatClN0- 48~99.999 PROFILE- 1 CAb'TICIN ~1~0- ~999.9E9 PROFILE- I I 14/3~/86 18:48:14 ORITIC~d. DEPTH ASSUP~D PR06ABLE MINI~'L~ SPECIFIC 2J *~I~ ATIT~TEO TO BALNC[ CRITICAL ~P~ ~D ~ITl~ ~P~ ~O CRITICAL DEPTH ~SL~ED PROgABLE MINIM S~ECIFIC EI~RGY 2f TRIALS ATTEI~TED TO BALANCE kISEL H[C2 RELEASE DATED NOV 76 UPDATT. O I~¥ 1984 ERROR C(~R = 91,92,93.14,g5,~ I~OIFICATION - raj,51,52,53,54,55,56 1TIIS R~I EXECt,q'ED ~,,"'59/86 98:48:15 29 APPENDIX 4 DENTON CREEK COPPELL, TEXAS POST-CONSTRUCTION CONDITIONS COMPUTER MODELS c. HEC-2 Model- Post-Construction Channel Historic Discharges I g4/Sg/86 ~8:1~:~7 X X )O0000(X )CO00( X X X X X X X X X X)0OOO(X X]O(X X X X X X X X X X X X)000< X X X XXX)O( X X XXX)OO(X PAGE 1 H~C2. RELE~..~ DATED NOV 76 UPDATED I'~V 198~ ERRCRCORR - ~1,~2,~3,~,B5,~6 Iq3OIFIDATI~ - 5~,51,52,53,54,55,56 -- IBPI-PC-X'T VERSION T~I$ RLfl [XEE~UTED ~1/3~/66 C T1 T2 T3 /11 DENTON CREEK, TEXAS ICHEOK IN(] NINV IDIR ~. 2. m~. m~. OENT0fl CREEK - F,I,$. UPDATE DENTON CREEK - 1 ~ DISONARGE PROFILE (HISTORIC DISO~E) (EB2S - 'ITJOCHANS) ,]5 ~ H.~SEC 5TRT I~'TRIC KVIN5 q 14SEk .~6551 .BB .B ~. 431.526 X~ FN N.LOC I1~ C~dlM .~B .~M .I~B .gM .BBB .~B .~B .~B ==-::::::~,~.QUESTED ?~CTION NI.I~ERS:======= .NB Fq ITR~CE I~l 5.gBe .gGg 2~.BBe .gGg .0B35.g~l .~5 4215.gBe .g75 9658.BBe H4 1147.g.~g .m~g .l~m .~g .Egg .Egg .JBe .Be~ .ffBe ~ e~CTlOfd ON ELJq FO{~ UPSTRE.~ OF CQ'~LUE~ i~r~.l I][NTOV CREE~ NC .iB35 .IK5 .B45 .lB .3JM .mm .gei~ .Beg .llBe .m~B QT ii.roBe 13.~.mml~ 16M.~ 4?6ff.Bel 612~.m~1 1428B.Bei~ 2.~Tll.~Bm 2847(I. Bell 2nGBff . Ii,lB .Hff ~ CI~0SS ~ECTI~I START OF THE LEVEE DISTRICT FEK~ CRr~, SECTION STA/~T 06 THE PROPOSED Q'WC~L I~RDV~.FiXTS 2 6R 448.111 54ge.leg 44e. H! 6551.e~l 451.7RI 5817.OB~l 431 .Tll 5777.1dl 448.110 5842.2~! GR 455.gB! 5965.989 455.111 5975.~ 452.~1 62~5 .Ill 451.111 6515.111 451.~! 6435.11l Mi 5.MI .045 5794.iMI .e155 5996.~l .g45 IUlTd.i~g .1E55 6191.1Il .~55 14~ 715~.~ .!~ .l~l .end .Ill .gEE .l~d .gdl .~! .Ill DaAI~EAIL~FI (D.E.C.) CRCIS S[CTION NC .155 .eSS .ff35 .1Il .3Id .Ill .Ill .Ill .Ill .ldl O.E.C. C~(~S S[CTICN Xl 21561.lll ,54.111 493g.611 53dl.lll 16Il.Ill 1151.Il1 1451.111 .~ll .Ell .~ll X3 .did Jll .~ll 4939.gl~ 4Gl. Ill .dll .HI .~dl ./Bgl .Ell GR 4GE.lid 1Hd.ffdl 455.191 12tiff.Ill 454.did 125g.~19 454.111 12gl. Ill 453.06l 132J.llt GR 452.Mll l~ll.lll %51.iHil 145B.dll 4Sd.ddd 146d.~ff 44g.619 157d.lll 448.191 1Ell.Ill 6R 448.2g9 2~5~.dll 44g.lll 2~e.ldl 449.~1 27311.1W! 448.511 ~5d.Bl~ 44g.ldl $26d.ddd -- GR 44g.gel ~411.lll 44g.711 3521.198 45B.1~ 37~.e91 dl4g.lll 3Ell.led 449.~! SE11.111 6R 4SIl.gll 3g21.lll 448.1~! 417l.lll 449.111 4251.lld 4SI.liB 4281.161 451.166 434d.llff 6R 451.H! 442fi.die 452.dd6 45~l.lll 452.B!~ 482B.gll 452.6ffl 49~g.611 432.7~! 5ff21.1~d -- 61i 432.7~ 51Il. Ill 432.588 5141.lld 452.461 5181.1dl 452.411 5211.1de 438.19d 5229.lffd NI4 S.Mg .ISg 13~!.~ .~ S/Ig4.gEE .g35 ~4Gg.~g .KS ~:lg.gg8 I~ 67~.J~ .Me .Me .~ .W .~ff .He .life .fib Xl 22371.ffgl 28.ff~g 5~94 ,W 54Gl.ff~! 8~.~! W.lll M~I.W .Ell .MI D.E.C. OtOS$ S[CTICf4 X1 2&Bffff .muq 52,1~ 6619.f9~ 7ffgff . ff~B 72~. ll~ ~.~g 1459.~ff .~E .~ ~ ~ 4~,~ 33~.ffffg 4~,~9 ~lg.~g 451 .~g ~J.gffg 451.~ 3~e.ggff 451.6eff ~ 451 .~9ff 528ff.ffffff 451 .g66 538ff.ff~ff 451.428 ~6.~ff 4~.68~ 5555.ffgff 4~.GGff 5625.9~9 ~B/gG 18:1g:g7 P~ I~ 5 .lq~ .g55 4188.16ff .ff35 4424.38i~ .g55 5~Gff.llffg .f35 52~g.Bfff ~ ~ge.~ .~{I .~6 .~ .g{{~ .e~ml .fffi6 .~{1 .{lllll .left D.E.C. C~0$S SECTICN 411ff.gffff 4S3.gffff 4188.1Gff 435.~ 426ff.~B 435.~B 435ff.ffEE 453.63ff ~24.38~ FEJM CROSS SECTION ENO OF 11.1E PROPOSED RELOCATEO EM) OF THE LEVEE DISTRICT Mi 5.g&g .g55 2619.58E .E35 2818.65g Mi 52~g.E&g .gee .gee .g&g FE~A CROSS SECTICfl CROSS SECTION THROUG~ THE PAI~S OF COPPELL START OF TH[ ADOITZONAL PROPOSED CHN~EL ~T I.m 125.l&g 168E.&gE 459~.&gE 79~.&gg 1576B.g&g Mi E.~ J6~ 2319.~ .ll35 2S21.&g~l JGB 5 .g55 29&g.&gE .E35 31~d.E&g .g55 .~E .gee .~g .gee .gee 125ff.&ge .gee .g&g .gee 454.g&g .gee .g&g .gee 455.&ge &ge.gee 452.9&g 45~.&gE 13gE.~ 451.1&g 14~.&gff 453.~e 18&g.~ 453.1gg 455.3&g 23&g.~g 456.&ge 436.7~ 27ff2.g&g 436.74g 2738.&gE ~8.Tffg ~ff5.~ 436.3&g 3B27.~ff 45~J&g 323ff.g&g 438.&ge 32g~.g&g 458.g&g 377ff.~E ~.g&g 425~.&gE PA6~ 5 453J&g .&ge .HE .gee 4GE.&gE 1245.E&g 4~1.5&g 13&g.g&g 458.&gE 165g.&gE 457.1&g 17&g.E&g 453.3ge 2938.6&g 435.2119 ~65.&gff 4~.B&g ~2g.e~ ~5.~ 368B.ff&g 197~B.&gE 2745~.g&g 215,&g.g~g 258E.~E .g45 275,ff.&ge .g55 .8~ .&gE .&gE .&gE .&gE .&gE .&gE .BBB 27&g.B&g .g35 2941 .B&g .B55 .g~g .Beg .~B .&ge NC .grd .grg .Md .lgr .3~g .grg .grig .Md .m .dim If4 S.grl8 .gr5 2~Gg.73g .LT5 2253.Mg .g55 2296.Md .d35 24~.grd .d55 M4 S1M.gM .grd .Md .MEt .m .Mg .Md .Md .MEt .dim Xl 2961d.dM 3G.dM M6d.73d 2,~ .Md 65d.Md Md.Md 65d.Md .grd .M~ .gB~ ~ .~9 .gM .~ ~55,M~ ~5.gr~ 247g.gM 456.7M .gM .gr~ .ggr ~ ~ 47f.ggr 5~.gM ~8,~e M6,SM ~6.ggr TM.gM ~.~g ~g.gr6 ~3.Ggr ~8.gre ~ ~2,~0 SKd.gr9 ~.5M 11gr.gr6 457.8M l~.~d 456.~6 13M.MB 455.~9 14M.Me ~ 4~.TSB 15gr.gM 455.5M 16M.M9 456,~9 I?M.M6 4~.Tgr 1BM.gM 4~.8M 19M.BM ~ ~5.1M ~M.Mg 455.6~ ~6~.739 437,83S 2132.Mff 437.836 2168.fM 459,159 2253.M~ ~ ~,M~ ~96.M~ 437.~ 2356,M9 437.6M 23~,SM ~6.Ggr 2~g. Me 456.7M 247g.Me ~ 452.Me ~39,M6 45~,gM 265g.~9 Mg,BM 27~.~6 459,BB~ ~3B.gM 4~,M~ 3~7~,M9 ~ 4~.~g 31~.BM ~g.Me 321g. BM ~.Mg 3249,~ ~5.3M 49M.~ ~7.M~ 5OM.~B ~ ~ 47E.BM 51gr.gre .Kg .grg .KE .ME .OJ .~9 .egr .gr~ I ~/66 ~:IE:E7 PA~ M4 5.Md .g55 5445.18d .g35 36~2.59d .ff55 3756.Md .035 365fi. Md .d55 Mi 71M.M~ .IUgd .Md .grd .Md .Mg .Md .gEE ,Md .gM Xl $1236.BBg 71.~g $~67.~3~ $837.gBB 626.~g 7~.gBB 6~JI.gBB .BBB .~ .BBB -- X3 .BB~ .EBB .~ 3387.~ 47B.BBE .~ .~E .BBB .BBB .BBB ~ ~.~B I~.BBB ~6.~B 11~.~9 ~3.~E I~.BBB ~3.BBB 13BB.BBE ~3,266 ~ ~2.~E I~E.BBB ~3.BBB 1~.~B ~2.666 17~.~B ~2.~B I~5.BBE ~2.~E 1776.~ ~ ~2.~ 1~.~8 ~2.1~ 1619.~6 ~2.166 16~.~g ~1.366 1~9.B69 ~.IBB ~BB.BB9 ~ ~.~B 216B.BB~ 459.~ 2~.BBB 459.~ 2272.~ 458.~ ~.BBB 457.966 ~ 457.~ 3213.g~ 457.~g 32~.Mg 459.~ ~E.~E 459.799 3387.E3~ 438.55E ~72.B69 ~ ~g.4g~ 61BB.geg ~.~9 6~g.IBB ~E.~6 63BB.BB9 ~.BB~ ~E.gEE ~1.366 656B.gBB ~ ~ ~1.~6 ~BB.BBe ~2.~e 67~.BBg ~,4gg 6869.966 ~5.69l 6966,996 ~7.666 7BBB.BBB NC .g55 .In55 .635 .BBB .BBB .BBB .BBB .BBB .BBB .BBB FE~,A CRO~S SECTION EYdD OF THE ADOITIONAL PROOPO~D C~,AI~L 6i~ 461.566 339B.BBB dJ~.SBB 34BB.BBB 437.BBB 3427.BBB 437.BBE 5446.699 437.BBB ~7B.BBB 1 ~/36/86 68:16:67 PAGE 7 EM) OF PA.~S OF COPPELL X1 322~,9. BBB 59.~ $3gB .,r~ 5~39.666 5~.BBB 5B.BBB r'a. BBB .BBB .KB .BBB -- ~ .~d .~ .~ ~.~g 4TI.BBB .~B .BBB .BBB .~ ~ 2.~B 3389.~6 ~5.~E ~3.ggB ~52.~B ~5,IBB ~3.~E .~B .l~ ,EBB ~ 472.~g ~.~B ~7.~6 1]11.~E ~2.~9 17~.IBB ~.~B ~BB.~ ~ 4~.~ 2~1 .~B 4~.~B 2221.~B ~1 .~B ~22.~ 459.~0 2*3B .~B 459.~ ~.BBB m ~s.~e 33~.BBe ~.~e 3~s.me ~1.~ 33~.~e ,~.BBe ~.BBe ~.~e ~32.gBB ,)AD( R. l~¥I$ (J.R.D.) ~ S~TION STriCT OF THE RIGHT B~K FILL ~ II~R~ -- X1 32MS.ggg ~ 47e.~e 437,7ffff ~32.B~ 436,9Bg 223g. M9 ~ff.ffffg ~45.~ ~5.g~e ~3.~9 4~.~ff 2263.609 451 .~g 3~2.S~E 452.ffgg 3368.~ff 455.BEE 33~.gBff 459.~g 335g.~9 FI~ 6.~ .1~ 1275.ggff .g55 15~8 .ig~B .gGff l~4ff.ffffff .g45 215~.!1~ff .~155 .,1.R.D. C~ SECTIC~ M.I 6.He .ESe 15ItS.eH .~55 142E.eH .Bee 1752.Bee .g45 19Ge.He .B55 Iql. I ~865.H0' .15~ ~44~.lelee .He .BH .B~B .He .Bee .He .BI~B J.R.D. CROSS 33145.He 67.He 1752.1~H 19G~.H~ ~65.BH 29e.H~ 42~.HB .~ff .~ff .H~ 47~.H~ .~ ~5.H~ .~ 465.H~ 1~5.~d ~.33ff 1315.HB ~.33~ 1115.He ~.33~ 1315.Hff ~.5~ 13~.1~ ~.~ 13~.Hff 453.~ 14~.6H ~52.M~ 1~5.~ 451 .~ 1515.Hff 4~.~ 1~5.~ff 453 .~ 16~.~ff ~.~ I~.EH ~S.~g 17fie. HE 45~.~ 1825.Hff ~5.Hff 1835.HE ~.H~ 1~9.~ 439.BH 1652.BH 4~9.~ 1862.HE 439.~ff 187fi. HE ~6.Hff 1978.H~ ~5.ffH 1889.~ff 45fi.He 1896.BEE 455.gH I~3.HE ~2.~ff ~5.Hff ~1 .~E ~39.ffH ~.EH 2451 .~ ~g.~ff ~39.H~ ~1 .HE ~99.Hff ~2.g~ 3797 .H~ ~3.~9 3712.~E ~3.H9 ~.HE ~2.~ 373~.BH ~1 .He 3738.BH ~.~e 3751 .eH 4SS.He 3766 .He 453.eec 378e.He ~55.eee 379~.gH 459.He 386~.geff ~.H~ 3~.H~ ~l.ggff 3865.H9 ~2.Hff ~68.Hff ~3.Hff 3915.gH ~.Hff 3935.EH ~5.~g 397fi.eH ~G.~6 3989.HE ~7.Hg ~.gEff ~8.gH ~75.~g ~9.~ 411B.ffH ~6/86 H:lff:ff7 P~ 9 ER 47g.He 4137."H 471 .eec 4162.He 472.Hd 419~ .me &73 .He 4221 .~ 474.He 4242 .He ER 475.me 4271t.HR 48B.HB 444Il.glee .g~e .~ .Itee .H~ .He .gee fg4 5.~ .~5 131B.i~ff .gGe 13Ge.He .g45 16B3.He .e55 ~/'o4B.He .e5e -- Xl 3~17ff.ggg 56.egff 136fi.He 16~3.gEff 315.B9~ 26~.U9 325.Mff ,~ff ,909 .left ~ ~7B.~ .~ff ~5.H~ .~E ~5.H~ ~.HE 459.7~ 975.8~ 459.7~ 975.850 ~ 459.7~ 9~,~g ~.BH 151S.H9 ~.~B 1135.~E 453.H9 12~.HB ~2.HE 131B.He ~ ~2.~ I~B.H, ~1 .~e 1382.~ ~.HE 1391.9H 455.~ 1419.6g~ 4~.H~ 1432.eec ~ ~5.~ 1432.egg ~.g~ 1~.~ 439.HE 1~5.~ 439.~S 14~.Hff 439.Hff 1465.E~ ~ ~.~ff 1491.~E ~5.~ 9 NH 5.mE .g55 12EI1 .ME ,igGll 129g.~ .i~5 1592.~EE .gl55 316g.EEE .ES~ P~ 4231 ,Ig~ .aB .feg .fa .fe~ .Mgl .u~ .~ .ul~ .gEE J.R.D. l]K]S~ S~CTION X1 ~12$gl.lUig 61.ag 129~.1Eg 1392.ME I~.~ ~.~ 7~.9B~ .gM .~ .g~8 ~ ~ ~.~ 1~.~ 451 .~ lg57.~ 452.~g lg75.gM 452.MB Tg~.g~g 452.M9 lg75.9~ ~ ~.~9 31~.ffM ~5,~ 31~.~e ~5.~ 3216.~ff ~.~E 3221.~ff ~.gM 3279.M~ -- ~ ~.~, 529e. Me ~5.eee 33e2.gM ~.~ 3312.~ 455.~ 3321.~ ~.~ 3336.Me ~ ~.~g ~61 .~g ~7.~ 5595.9M ~8.gM ~39.g99 ~9.gff~ ~75.SM ~9.gM 3822.gee M4 6.m .E5i9 648.~9 .~55 111~15.M~ .~6~ 1519.~ .g45 152~.1~ .EI55 FI4 $226.~ .fSE 4~g.~ .~E .~ .~ .~E .M~ .~E .~ J.R.D. CROSS ,~CTIOH M4 S.fefl .~r~ 355.a9 .g55 1JMS.EIEg .~E 131E.Hg ,g45 152B.IIM .gl55 ~ 3228.f~ .~ 434e.,g .Mg .M, .f~ .,, .fee .fee .gEE 1" JoR.D. CROSS SECTION E]~lO OF THE RIGHT BA~ FIU. N~ IFPROVEFIENTS Xl ~95~.~ ~.~6 13111.N~ 1S2g.gN 1111.ggm 9g.666 196.666 .g~ .l~8 .~B~ ~ 47~.~ -~,~N ~5.~B -~.~B~ ~.H~ -~.~ ~3,~B -~4~.~BB ~3.~ -7~.B~ -- ~ ~3.~B .~B ~3.~B 62.~B ~2.B~ I~.N~ ~I.NB ~ ~2.MB lg36.N9 ~5.~9 121B.~ ~.NB 1276.~ ~.3N 131g.NE ~ ~.~B 15~.B~ ~6.~E 1532.N9 ~7.~6 15~,NE ~8.BN 157E.E99 ~ 47g.~g 161B,~B9 471.~B 16~.~ 472.N9 ~ 4~.~g 171B.Ng 476.699 17~.~B 477.799 17~.~9 4~.~g 1785.~g 476.N~ 1828.~96 -- ~ 4~.~B 1665,Nd 474.999 1916.998 474 .gN 1995.999 472.N9 2169.~ 471 .ged 2325.N0 ~ 47g.~B 2~B,NB ~g.NB ~gB.g~B ~6.96B ~5.~B ~7.gOB 2799.BN ~6.B~B 2755.86~ __ ~ ~.BBB 3229.NB ~B.6N S2~.NB 4~.~8 52~.gN ~ ~5.NB 5356.gN ~.NB ~N.NB ~7.~9 ~9.NB ~8.BM ~ 47g.NE S5~.NB 475.N0 57~.~B 476.479 ~ ~9.NB ~?B.BBB ~8.BBB 41lB,NB ~8.9N 4125.g9B ~9JBB 4152.BN 479.BN 4169.99~ ~ ~ 471 .~B 4~6.gN 472.~e 4~6.N9 473.gB6 FEPA cRn~-~ SECTICN I~ 6.NE .BGE lllSlll JN .966 OR 464.N8 4N9.NB 469.9N 4825."N ~.N~ ~.N~I ,444.NE 4~91ll.llNN 442.Nlll 4119.IlNN H4 $.N9 .mS9 1N~.BN .~ 256gl.g~N J55 $769.W .945 4E7ll.gEIt .959 11 I~ 6.aB .rose lgS~.Ba .g55 2~MB.~Ja I~ 471B.aB .g55 6,~B.BBB .aB Ja 858~.Ba 123a.aB 17la.aB 154a.aB .BBB .g55 ~B.aB .~5 415B.aB .BSB .BBB .aB .aB .BBB .BBB f~ 6Ja .BBB 12H.aB .B55 37M.Ba ~ C~OSS S~TIOi 1 1~,/3B/66 BB:IB:B7 ~T 8.gla 5El.BBB 625.ga 179g.aB ~5B.ga I~ 6.ia .~16~1 15/~.aB J55 25!,~l. Ba N4 55Sg.~ J6~ S~BB.aB .aB .BBB 658B.Ba 123BB.BBB 17la.aB 1B2a.gIM .BBB .BBB 473B.BBB .~45 4815.Ba .i~5 .BBB .~B .aB .BBB .gEd PAGE 12 .g55 237ig.m .g45 2445.999 .~BE .gEE Ja .gEE .aB X1 4~.~ $2.ag 23M.ag 2445.W STa.aB 29~.aB 735B.aB .aB .aB ER Sg3.ae l~.Ba 4,M .aB 145g.~ 482.2~IB 14NI.W 482.5a 154B.aB 474.aB 159g.aB 12 NH 6. ll~i9 .gSB 1~9,99B .955 549J8 .M9 .959 5579.999 .~5 567~1. l~99 .958 NH $1218,9~9 ,g55 6236.999 .Egg .999 .g~B ,g~9 .999 .~ NH 6,99Ei .g49 '19.999 J55 199~.999 .g611 4259.g6g J45 4~!1.99i8 .96~ NH 448B.gBB ,~55 4549.99B .gBB .BBB .g~g .ggB .g~g .gBB .BOg ~ ~1.~B 1~,B66 493.~ 11~.~B ~7.B~B 13~.ggg ~.~ l~B.BgB ~6,BBB ~ ~9,BBB l~.BgB ~.ggB ~.~B 475.6Bg ~.~g 475.966 2MB.BBB 471.gEE ~ 472,~B ~O,9OB 472.~ 3~B.BB~ 473.~g ~E.gBe 476,999 42~.9~B 47~.~B~ NH .gSB 1959.90B .952 412B,gBB .g55 4535,~EI .945 4~15.g~9 .ll58 15 -- 6~ 5~2.ggg lg~.ggg 499.4,69 ~ 474.5~ 233g.~ 474.~ 2~.~ 472.~g ~.~g 475.6~ ~.~9~ 473.6Eg 31~.~EE ~ ~.~g 4335 .g~g 4~.~ 4~.9eg 451 .~9 4~5.EgB ~9.~g 4355 .~E ~9.gE~ 43~.~E6 ~ 452.~ 437g,~g ~7.~B ~ ~ .~ .~B .~B .~ .~g .~B .~B .~g .BBB .gEE 1 HEC2 RELEASE DATED NOV 76 U~ATED MAY 1984 ERRCR CO~R - gil,~12,gl$,lg4,BS.E6 ROOIFICATICId- 5B.51.52.53.54.55.66 IgM-PC-XT VE~ION THIS RLAI EXECUTED B4/'51~/86 fl8:13:11~ T1 OEWTON CREEX - F.I.S. UPDATE T2 O~W'TON CREE~ - 2 V'R DISZZH~tGE PROFILE (HISTORIC DISCHARGE) J1 I CHEO( INQ NINV IDIR STRT I~-IR I C HVIN~ fl. 3. fl. ft. .EE~6~E .dis 2.~ .~e -1 .ga~ .~ .ggB .gee 1 Q WS~L FQ f. 438.31g .99d 1814 CHNIM ITUCE PAGE 15 NEC2 R[~ DATED NOV 76 UPDATED llaV 1964 ROOIFICATICN - ral,51,52,55.54,55,56 T1 T2 T~ OEWq'(]N Cat,EX - F.I.S. UPDATE OENTON CREI~( - 5 YR DI.~K~RGE PROFILE (HISI*OWIC DISCHARGE) OEWTOW C~EEK, TEXAS 14 Fq PA~E 16 HEC2 RELEASE DATED NOV 76 UPDATED PAY lg~ ERROR [ORR - ~I,B2,~3,~.IBS.II6 NOOIFICATI~ - 5~,51,52.53.54.55,56 I BP~-PC-XT VERSI~ DE~T~N CREEK - F.I.S. UPDATE DENT(IN CREEK - 1Il YR DISC~IARP~ PROFILE (HISTORIC DISCHARGE) IDIR STRT I~E11~IC HVINS ~SEC'V ~S~C~ FN Al. LOC THIS RLI~ EXECUTED B4/~/86 B8:15:11 O KSEL FO .e88 .egg .gee PAGE 17 HEC2 RELEASE DATED NOV 76 UPDATED I~AY 19~ ERRORI:I~RR - MOOIFIC~TICN - ~,51,52,55,~,55,56 I~C-~ ~I~ T1 T2 DENTON CREEK - F.I.S. UP~TE DENTON CREEK - 25 YR DISCHARGE PROFILE (HISTORIC DISCHAI~G[) DEt/T[:N CREEK, 1EXaS THIS RUN E}iEC*~TED ~/'5E/86 ~6:16:16 15 Ji ZCt~C~ ZNQ NINV IDIR g. 6. g. .12 I~ROF XP~0T PR F%'S XS~CV 5.Md .~1~ -1 .JH .Md 1 gS:lg:~7 · ~8~8 .iM .~ fl. 445.595 XS~C~ FN N.LDC IBkl DgqlH ITRACE .~ .ggg ,gg~ .~i] .~ HEC2 RELE&,~ DA'~D NOV 76 UPDATED PAY 198~ ERROR CORR -- 19Ft-PC-XT VT~R$ICN THIS RLld EXECUTED ~4/"5~/65 E8:17:27 T1 T2 J1 OEHTCN (::RED( - F.I.S. UPDATE DENTON CREEK - 5~ VR DISCHARGE PROFILE (HISTORIC DISCKARgE) PA6~ 19 HEC2 RELEASE DATED NOV 76 UPDA'ITD RAY 1984 ERRORCGRR - II.e2,g$.g4.es,e6 I~OIFIC~TI~ - 5~,51,52,55,5~,55,56 THIS Rt~l EXECIJTED ~'~/5~/86 e8:16:42 T1 T2 '13 0ENTON CREEK - F.I.S. UPDATE 0ENTO4 CREEK - lg~ YR DIS~.RGE PROFILE (HISTORIC DISCHARGE) {~,fi'~l ~EEK, TID(~ J1 ICHEC~ INQ NIIW IDIR STRT I~FRIC HVlf~ Q 16 i~L FQ 1 ii4/~g/66 N:lghB7 .BB .Il ii. 447.25B .BBB FN ALLDC IBId CI~IIH ITRACE .NS .BBB .BBB .EBB .BBB PAGE 2B -- I~C2 ~ELEA.~ OATED NOV 76 UPDATED FlAY 19~. ERROR GORR - gl.g2,B3,~,~S,ii6 MOOZFICAT~CN - 5ii,51,52,55,S~.,55,5G IBP.-PC-XT ~RSI~ 11415 RUN EXECUTED ga./SB/86 ii6:19:55 -- T1 T2 TS OENTON CREEl(, TEXAS J1 IC~C~ INQ NINV · 12 I~PROF IPLOT PRFgS -- 15.NB .BBB -1 .BBB OENTON CREEK - F.I.S. UPDA'rE 0ENTOR OREEX - 1N VR DISCH~gE PROFILE (F.I.S. DISC~L~6~) IDIR S"~T f~11~IC ii. .NBBBB .OB XSECV XS~CI.I I~1 .BBB .~ii .~B HVI~ Q USEL FQ ALLOC I~,4 CleqIH ITRACE PAGE 21 THIS RUN E)~CLrTED B4/3B/86 g8:21:lB 0E]qTCN C~, TEXAS SIJq4ARV P~INTOUT TABLE 15~ 17 S[CNO )Q.CH ELTRD ELLC EU~ZN Q ClaSEL C~ZklS 66 I~K,S VCH AREA .61K 428.59 428.59 428.59 428.56 428.5~ 428.5i8 428.5~ 426.56 1829.96 71~g. 66 12496.65 2gM9. dB 542~6.66 431.52 .~5 431.53 5.51 .79 176.15 59.63 436.23 .H 436.31 5.96 2.32 895.89 7~5.45 · A2.17 .9~ 442.25 3.98 2.82 5323.31 3526.96 ~45.83 .U ~43.88 5.99 2,66 12127.50 7154.31 445.59 .99 4~5.62 1.91 2.55 24167.29 14962.69 446.62 .H 446.64 1.65 2.25 51667.~8 21~9.45 ~6.55 .~ ~.57 2.~ 2.65 5~994.61 2~821.8~ 164~.~1 5689.69 .99 .~ 431.45 159.99 435.33 .H 435.39 9.95 1.87 69.67 ~3.22 1644~.999 ,6689.05 .99 .99 451.45 1679.99 442.27 .99 ~42.82 59.63 5.95 286.85 501.73 16z~.9.999 5889.65 .66 .~ 431,~ 4766.~ ~5.92 .gg ~7.62 79.43 11.~9 429.36 534.99 . 1~6.09~ ~8~.99 .99 .9~ 431.~ 8126.8~ ~8.85 ~8.85 ~9.38 47.81 7.45 ~18.8~ 1174.29 ~ 1~.~9~ 598~.~ .~ .~ 431.4~ 1426~.~ ~9.57 ~9.S7 ~9.93 57.74 6.~4 S~17.92 1879.21 a 1~g.9~ 598~.~g .g~ ,~ 431.~ ~7~.~ ~9.51 ~9.51 ~5~.42 ~.24 1~.74 5299.78 21~8.61 l~.eee 5885.ee .ge .ge 451.4~ 2~7~.~ 45~.19 45~.~5 45~.9~ 66.93 9.4~ ~7.39 3479.69 l~g.~g 5869.gE .gg .g~ 431.~ 266~9.6~ 459.14 .g~ 4~.~ 38.13 7.~7 4655.51 3~35.68 19539.955 1933~.955 19355.995 19339.999 19339.U5 6M. ~9 65~.56 659.H 659.96 431.M 431.79 431.79 431.M 431.79 98:19:57 139.99 476~.95 14289.99 264M.gg 2eSgg.gg 1 435.4~ .~ 435.49 .94 .19 676,27 636.54 442.9~ .~ 442.91 .14 .65 2566.56 4466.59 448.95 .~ 446.57 ,22 .97 6169.17 1~78.14 449.48 .~ 449.59 .32 1.25 9~56.19 14364.56 45~.99 .~ 45~.14 .74 1.95 16629.71 16639.46 45~.66 .~ 456.75 1.14 2.49 12276.85 19166.49 451.19 .99 451.39 1.74 3.15 13758.52 21577.59 459.71 .~ 45~.78 1.14 2.49 12372.42 19329.39 PAGE 22 ~[CN0 3Q.CH ELTRO ELLC EI..F4ZN Q O4SEL CRXkI5 66 l~K,X<~ VCH AREA .91K 19939.969 emg.~ .M .99 432.99 139.99 435.41 .M 435.41 .95 .2~ 637.81 566.48 19939,999 6~.96 .gg .ItU 432.99 16M.99 442.91 .~ 442.92 .13 .63 2663.18 4645.46 199~1.~9 6~9.99 .~ .~ 432.99 47~.6J ~6.96 .~ ~.98 .24 1.~ 4519.~ 9722.63 lgg3E.~ ~g.~ .90 .~ 432.~ 61~.~ ~9.49 .~ ~9.53 .47 1.55 5757.36 1188~,~7 1993~.9~8 ~.99 .gg .ge 432.EE 1428~.9~ 456.11 .96 458.21 1.19 2.~ ~53.~ 13591.69 1993~.~ ~E.~ .~ .~ 432,01 2~7l.ll 4~.7J .Il 4~.67 2.~3 3.39 72~.~3 14367.6~ 1~39.~8 ~9.g~ .~ ,~ 432.~ 28479.8~ 451.22 .eg 451,5~ 3.33 4.42 7977.~5 1559~.~ 19939.~ ~.E~ .~ .~ 432.g~ ~6ee.~ 459.74 .gE 4~.91 2.93 3.39 7268.67 1~56.26 2156~.~ 145~.~9 .65 .ge 432.46 155.69 455.42 .66 455.42 .59 .24 5~4.24 433.29 21,56~.959 14~.e9 .gg .J! 432.49 1679.gg 442.93 .gg ~42.9~ .17 .74 2258.48 4961.33 215,69.999 1459.H .gd .gg 432.4~ 4768,H ~8.1~ .gg ~6.12 .32 1.29 3677.61 6358.64 21~g.~d 14~.gg .~ .~ 432.49 81~.EJ ~9.56 .gg ~9.62 .68 1.98 4111.24 9828.13 21~.~g 14~.g6 .Jg .ge 432.4g 1428g.gg 4~.27 ,gg 4~.~ 1.62 3.~ 4332.59 1~59~.69 21~.~9 14~.~ .gO .gg 432.4~ ~7~.gg 4~,97 .g~ 451.26 3.24 4.~ 4~8.65 11365.67 21~.~ 14~.gg .gg .~g 432.48 28479.g~ 451.~ .~ 452.19 5.~ 5.96 4786.41 12148.~ 21~.~9 14~.66 .gg .~ 432.49 ~Bgg.gg ~1.~ .~ 451,32 3.~ 4.52 4559.66 11456.6~ 19 22375.e66 2237fl.d~g 22375.tq66 22376.~9 2237f.~9 223M.66B 247ff .g~5~ 24766.m 2479~.666 247~9.669 24766. M9 24766.66~ 114/36/86 1436.66 1436.99 1436.f19 1436.66 1436.f19 1436.~ 1439.66 1439.B9 98:19:57 .66 .ge .66 .M .66 432.59 432.36 432.59 432.59 432.69 432.59 432.5~ 432.36 433.36 433.36 433.39 433.3~ 433.36 433.39 433.39 433.36 433.99 433.66 433.36 433.99 433.5~ 433.99 433.9~ 433.9~ lZa.66 1679.66 476~.~ 812J8.66 1428~.99 29479. 26479. 2K99.~ 912~.e~ 14289.99 136.M 4769.99 8126.66 1428E.66 2~M.M 435.43 442.96 448.12 449.61 436.42 451.22 452.96 451.26 435.59 442.96 448.18 449.73 459.71 451,73 452.91 451.77 4~6.17 443.g4 448.26 449.67 451.99 452.38 463.66 452.42 .M .66 .66 455.43 442.96 449.16 449.69 436.62 451.69 452.71 451.64 435.61 443.$1 448.24 449.89 451.~4 452.28 453.71 452.52 436.19 443.66 446.31 449.98 451.37 452.79 454.39 452.83 .59 .27 .49 .98 2.53 4.32 6.94 1~.37 .75 .51 1,72 4.57 7.44 11~.36 7.46 5.74 .64 1.91 1.69 3.95 5.65 7.g4 5.66 .44 297.41 169.27 .86 1891.52 3212.80 1.48 3222.~5 6818.89 2.22 3653.87 6166.31 3.67 3896.99 8982.45 4.94 4149.69 9852.63 6.47 4496.48 19696.93 4.96 4151.86 9893.52 1.44 166.69 49.38 1,g6 1292.55 1925.32 1.56 2539.99 4983.45 2.28 2973.66 6195.25 2.81 3296.56 6681.85 3.12 3763.33 7565.78 3.54 44,91.38 6845.73 9.11 3763.95 75~3.94 1.95 12~.97 54.26 .98 1281.95 1729.77 1.39 2538.96 4747.67 2.~1 3646.72 6957.87 3.15 5465.79 7182.23 4.14 41E7.19 6669.29 5.96 55~,.26 19733.59 4.15 4136.19 8669.61 PAGE 23 e;CN0 ~.CH ELTED EU-C F.L.IqIN Q Ck~EL C~ ]I,E~ 56 I~K~J~ VCH AEEA .91K 139.99 1679.66 4769.66 8129.99 14289.66 264M.66 28479.99 1679.H 2~,7e.66 28479.99 839.66 839.66 836.M 839.99 839.99 839.99 839.99 1259.66 1236.66 1236.66 12'36.g9 12c.~.66 126~.~ 436.85 4,43.16 448.37 459.96 451.5~ 452.99 454.73 453.93 437.93 4~3.56 446.76 436.75 452.93 454.76 456.25 4,~..5~ 436.16 .IM .66 .66 .66 .66 .66 25539.999 25539.999 25536.999 25536.669 2~536.fi66 2553~.~E 26836.66e 26836.669 26859.A99 26839.669 2683f.86g 28~8fl.W 2996~.g~ 436.65 443.21 4~6.47 459.27 451.99 453.61 455.15 453.65 437.96 443.63 448.69 45~. 96 453.33 455.39 456.87 4~.33 438,19 ~43.87 4~9.12 451.31 454.49 4~.49 4~4.49 434..4E 454.49 4~4.4~ 4~4.49 454.49 436.39 436.39 436.36 436.39 436.39 4~,36 438.39 435.2~ 435.29 435.2~ 435.29 14.97 3.73 4.39 7.97 17.11 21.29 16.31 21.12 6.g7 2.95 2.61 5.9 1.45 2.36 2.45 .ge .66 .M 1679.66 1 .fi8 129.66 3~.66 1.73 965.65 864.$2 2.52 1887,45 2271.37 3.64 2231.23 2876.84 5.62 2549.5~ 5451.64 6.59 39~.23 ~36.19 6.66 M49.77 7~9,91 1.21 197.63 52.76 2.11 799.98 971.56 2.69 1768.73 29~S.55 3.65 2226.43 4926.94 5.19 2818.99 5296,51 5.94 $95~.96 6733,86 6.79 5419.79 6556.57 $.96 3997.15 6766.31 · 63 156.89 197.78 2.66 833.95 1963.21 2.68 1775.27 ~38.91 5.62 2243.35 4167,79 19 28565.965 28685.655 28866. M8 29679.96E 26678.966 26975.B 28875.965 29675.965 28875.966 29675.969 26876.969 29615.966 29615.565 29618.865 29616.965 29618.968 2561~,~ 29616.96li 29616,655 1 ~/'56/86 996,96 ~.5fl 615.96 616.69 615.96 615.96 615.55 616.96 $16.gt8 615.lili 656.96 656.96 65~.lili G5ff.96 656. 65ii.lift .96 .96 .96 .96 .96 .96 .96 455.2~ 435.2~1 455.2~ 435.56 456.39 436.56 456.56 456.56 456.56 456.56 437.49 437.4~ 457.49 437.4~ 457.4~ 457.4~ 457.4li 2~4M.96 28~M.66 2~6~.~ 125.96 1696.gg 456~.~ 1576,6.96 19756.96 27456.96 125.99 1696.96 13756.96 19756.96 21396.96 463.56 455.62 457.55 455.66 438.36 443.98 449.19 451.56 453.98 456.94 457.75 456.~6 438.97 444.26 449.36 451 454.36 456.53 458.54 456.62 .96 .M .96 .96 .96 .96 .56 .96 .96 493.54 456.~ 457.76 456.67 436.39 449.28 451.56 454.33 456.52 458.41 456.62 4~4.27 4~9.47 451.63 454.72 456.99 459.96 457.15 6.15 6.27 7.64 12.69 5.46 3.96 4.~5 6.43 7.62 9.63 9.98 7.96 3.53 2.81 5.67 5.53 6.6~ 6.32 7.51 4.97 5693.96 5757.32 5.49 4974.65 7728,13 5.66 7166.93 9899.53 5.46 5lill.56 7762.24 1.37 91.16 34.82 2.95 779.22 866.35 2.63 1747.59 2549.65 3.46 2252.75 3752.69 4.71 29~9.li3 5425.82 5.56 561li.42 7854.~9 6.61 4283.66 8747.65 6.li2 5616.93 7669.72 1.25 1li8.li2 47.25 2.21 725.li5 851.25 2.71 1696.54 2748.19 3.51 2233.82 3968.46 4.63 2971.65 5853.95 5.46 362~.89 7679.71 6.53 4211.72 95~9.67 5.64 3651.36 7771.16 PAGE 24 SECNO XLCH ELl'RD EU.C ELFIIN Q OdSEL C~ll{S E6 lliK*S VCH AREA 4598.81i 13756.96 19756.96 125.~ 4556.96 19739.96 27456.96 21368.66 62~.96 629.lili 62li.96 629.96 62J. eli 62~.~ ~2g.96 928.96 62J. H 62~.9g 44~.58 449.63 452.H 457.15 459.15 457.54 4~.92 449.89 452.54 455.33 467.68 459.91 457.92 4AS.26 456.26 452.79 456.71 468.96 ~.33 456.26 .96 .99 .M .96 .96 .M .96 .96 .96 .96 56579.596 31256.~6 $1256.996 31256.888 31238.888 312~1.H9 52156.966 5215~.~ 32156.969 439.65 444.69 449.79 452.26 455.56 457.66 459.79 457.91 44~i.22 459.95 452.58 455.74 456.16 46~.39 458.46 4~5.37 45~.49 453.25 456.76 459.,46 461.76 459.67 438.23 438.23 438.23 438.23 436.23 438.23 438.23 436.23 438.1li 436.15 436.19 438.19 438.18 437.99 437.96 437.96 457.56 437.96 437.96 437.96 13.23 5.97 4.19 5.39 7.16 8.12 9.23 4.71 5.99 5.15 6.69 8.85 9.19 8.62 .42 3.g5 4.91 7.73 12.56 15.67 15.56 17.25 .99 .96 .M .68 1896.56 4599.96 7656.96 19756.96 27456.M 21569.96 1.89 66.17 54.37 2.79 593.31 654.87 5.19 1436.65 2241.14 4.93 19~2.44 3372.36 5.98 2M9,23 5141.98 5.72 5447.45 6925.li2 6.45 4256.21 9li29.61 6.96 3519.78 7892.96 1.li1 123.57 68.78 2.52 635.29 737.~ 3.16 1452.54 2298.21 4.H 1959.19 ~9.52 5.15 2689.81 5242.51 5.7li 3954.89 6954.51 5.9~ 6~45.33 9846.88 5.98 4119.53 725~.55 .57 219.26 193,29 2.64 6~5.75 915,78 4.54 1957.67 297li.39 6.97 1315.76 2816.13 9.29 1739.56 3918.37 9.91 2322.~ 4984.28 19.46 4411.91 6957.i~ 19.46 2439.22 5151,66 322~. m 5223~.88~ 3223~.m 32239.g~5 3223~.fgg 32236.55 32238.55 32238 ,~i56 32235.555 64/36/86 g8:1~:87 ~65.~ 463.~ 435.88 465.58 463.9g 435.5 ~65.~ 463.~ 435.~ ~5.~ ~3.8~ a35.88 ~5.ffff ~3.~ A35.ff8 465.~ ~3.~ 435.~ ~5.~ ~3.~ 435.~ ~5.~ ~3.~ 435.~ 465.g~ 463.88 455.86 4~5.611 463.58 435.5 ~65.~ 463.58 435.~g ~5.~ ~3.Bg 435.g~ ~5.~ ~3.9g 435.~ ~5.~ ~3.~ 435.~ ~5.gg ~3.~ 435.~ 125.88 45M.55 7835.88 13768.88 19758.5 27438.88 213~8.8~ 125.65 16~5.~ 4596.66 7935.5 19758.56 27458.5 21396.~ 446.38 445.21 459.56 452.45 455.29 457.46 459.36 457.63 445.~ 445.21 45~.97 452.48 455.37 457.62 459.64 457.67 .ge .f6 .86 4~.31 458.67 453.56 457.28 ,468.14 462.87 4~5,31 445.45 458.69 453,59 457.33 46g.21 463.83 ,~6.74 .11 1.31 2.76 4,96 8.36 18.77 13.67 12.68 .11 1.3~ 2.77 4.93 8.23 lg.48 12.3~ 11.45 .77 162.31 395.55 3.98 412,31 1397.85 6.38 728.78 2751.48 6.48 926.61 3518.83 11.36 1267.72 4759,27 13.31 1748.18 691~.67 15.45 2268.59 7418.41 14.13 1785.99 6128.58 .77 162.15 385.51 3.87 412.96 14~1.24 6.29 738.21 2756.76 6.45 929.82 3527.5~ 11.28 1296.38 4797.83 13.11 1781.54 8117.18 14.79 2393.71 7868.50 13.61 18~9.83 6293.41 PAGE 25 SEONO }Q.CH ELTRD El. 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Lf4TN Q D~EL CRZ~ 86 lgK~5 veil ~EA .81K 322~.~8 1.88 .~ .~ 437.68 ~!1.98 4~.31 .~ 440.31 .36 .41 219.45 159.61 322.59.~9 1.88 .gg .~ 437.99 1138.88 445.41 .i~ ~5.~ 2.36 1.83 616.83 735.23 32~.~9~ 1.~ .B~ .~ 437.gg 323g.~ 4~.6~ .gE 4~.74 3.62 2.~ lf97.23 1697.7~ 322~.9~g 1.g~ .fg .ge 437.~ 5519.~ 453.43 .gg 453,68 5.35 3,96 1~9.~ 2381.89 3225~.99g 1.g~ .~ .~ 437.9~ ~.9~ 457.98 .gg 457.~ 7.41 5.19 2131.f7 3556.63 32~.~g 1.~ .~ .~ 437.9~ 13889.0d ~g.27 .~ ~.~ 4.12 4.16 6921.9~ 6837.99 32~.9~ 1.9~ .~ .~ 437,gg lg2~.gB ~3.~ .~ ~3.35 1,31 2.61 17676.58 16877.~ 32~.9~ 1.~g .gg .~ 437.~ 14~.gE ~.68 .g~ ~1.92 3.33 3.83 ~86.41 8179.31 $2385.9g~ 55.5 .5 .~ 437.7g 9~.gg 449.24 .~ 44~.35 35.21 2.65 33.~ 15,17 323~5.~ 55.~ .f~ .~ 437.7~ 11~.~ ~.98 .~ ~5.7~ ~.76 6.9~ 166.15 1~.96 323~5,6~ 55.gg .~ .~g 437.79 323~.~ 45~.95 .~ 451.~ 51.16 7.97 ~5.13 451.48 323~5.99~ 55.g~ .g~ .gg 437.7~ 5516.gg ~.92 .9~ 4~.~ 59.53 8.95 ~3.75 714.15 32365.g9~ ~.~ .~ .~9 437.7~ ~6~.~ 4~.78 .ES 457.73 41.49 6.23 1329.~ 1592.69 323~5.~ 55.g~ .~ .g~ 437.79 13889.99 ~.~ .~9 ~.~ ~.52 7.~1 2396.47 27~7.34 323~5.~9 55.~ .g~ .Sg 437.7g 19296.gB ~3.23 .gg ~3.~ 7.74 4.49 7898.38 69~.86 32~5.~d 55.~ .~9 .~ 437.7g 1499E.~ ~.61 .~ ~1.19 ~.88 6.83 ~95.82 3114.7~ 32725.W 42~.~ .~ ,~ 438.2~ 96.f~ 4~6.97 .M ~1.~1 8.71 1.~ 61.53 5~.5E 327~.gg~ 4~.gg .~ .~ 438.~ 32~.69 451.76 ,~ ~2.98 15.22 4,59 7E3.~ 888.3e 327~.~ 4~.~ .M .M 438.~ ~IS.M 4~.76 .~ 455.1e 12.24 4.92 1478.62 1574.69 327~.~ 4~.~ .~ .~ 438.~ 1929~.~ ~3.53 .~ ~3.57 1.99 2.31 1387~.68 13684.36 527~.~g 4~.~ .gg .~ 438.~ 1496g.~ ~1.~ .~ ~1.57 3.69 2.~ 8786.59 77;0.6~ 53145.~ 42~1.96 .~ .~ 438.49 99.~ 441.29 .gg ,4~,1.31 6.23 1.29 79.18 36,95 33145.~ 4~,9~ .~ .~ 438.4g 113~.E~ ~7,~9 .~ ~7.25 9.~ 3.16 357.61 367.32 33145.~ 4~.~ .~ .~ 438.4g 32~.~9 452.28 .g~ 452.58 1~.59 4.~ 766.~ 992.71 21 33145.888 42B.66 33145.666 42.B.66 53145.866 42~.M 33145.e96 42J.66 I 54,/36/66 ~18:16:67 436.48 439.46 436.48 438.46 438.4~ 439.~ 439.~ 439.~ 439.66 439.86 439.86 439.58 469.9B 19296.86 14968.86 5516.86 9686. 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MI 443.96 5,61 .17 .fa 153,58 61fi,Mi 2961d.MI9 459g,MI 4~9.16 5.29 .17 .ge 216,93 6la.a9 PAGE 31 26875.695 26976.U6 268M.696 296?6.695 3125J.696 31256.1156 51256,695 31256.666 312~.668 31236.698i 31236.566 51239.~ I ~,/3~/66 $215~ . 696 $21rdl.696 $22ml.696 322g8.g69 W.698 52269.~ 32269.569 7836.69 19759.69 2745~.88 21368.69 125.86 16~B.68 4598.69 7638.68 1576g.68 197~.giB 27436.66 21~1i,69 125.69 7938.68 1376~.69 19738.68 27439i. 68 213~B.68 125.69 1698.96 459B.95 76591.69 15768.69 19756.69 27459i. 69 86:15:87 Q 125.68 1&~.69 4595. gib 7635.86 1376~.65 27438.gigi 21~6.gg 125.69 459e. gib 7639i. 68 274591.69 ~1.58 453.96 436.97 444.2,6 449.56 451.6~ 454.36 456.53 458.54 456.62 459.6~ 444.58 449.63 452.88 454.69 457.15 459.15 457.5~ 444.92 449.89 452. ~, 455.35 457.68 459.91 457.92 D,~L ~5.26 45~,2~ 452.711 455.71 458.69 458.26 ~.~1 445.21 45~1.96 452.45 455.29 457.46 456.56 2.61 2.96 1.71 -1.69 5.22 5.16 2.26 2.74 2.14 1.82 -1.72 .69 4.78 S.K 2.37 2.99 2.25 2.68 .69 4.72 4.97 2.45 2.99 2.35 2.25 -1.69 DIR4SP .69 4.96 4.94 2.56 5.~1 2.33 -2.57 .m 4.91 4.85 2.39 2.16 1.69 27 .26 .43 .59 .61 .22 .18 .26 .49 .59 .57 .82 .~8 .27 .57 .52 .62 .61 .71 .41 .54 .26 .53 .45 .52 ,76 .59 DXF&,GX .18 .31 .96 .68 .33 .42 -.69 -.14 -°25 -.42 -.57 .ge .69 .69 .68 .M 242.96 292.5~ ~62.67 415.gi7 ~62.62 65.56 153.61 221.46 251.19 ~7.g3 917.26 45.55 156.96 196.71 231.59 29~.26 ~65.62 431.26 573.81 81.~, 135.65 193.12 221.39 559.24 722.13 14~.2.21 757.14 TOPtalD 71.86 84.M 98.59 116.74 155.93 $gg.19 1278.79 516.35 41.21 M.69 74.55 182.11 158.66 259.21 282. sg 616.69 6191.69 6191.69 65~.69 65~.69 659i. 69 6M.68 658.69 6Sgi.69 698.69 968.M 968.69 67J.69 628.69 629i. 69 626.56 6Ze.69 62g.69 626.69 926.69 926.69 925.69 926.69 925.85 92~.69 926.M PAGE 52 1 $2266.g66 21~E.gE 457.55 -1.75 -.83 263.47 32236.ligE 125.gi~ 44~.~ .gE .lie .gE 41.2~ 5g.gE 3223B.llSd 16,~.li~1 ~5.21 4.91 .gl .gE ~.gg Sd.gE 3223~.~gE 459~.0~ 4~.67 4.86 .62 .gg 74.47 3223E.gEd 783B.e6 452.~ 2.41 .g3 .gE 163.2~ ~.gE 3~.~g 1376g.~ 455.37 2.69 .68 .gE 139.21 ~.gE 3~.~ 19739.gE ~7.62 2,~ ,16 .H ~3.g6 ~.gE ~.~ 21~.~ ~7.87 -1.~ .~ .~ 269.28 32256. gEli gE ,llln 44E.51 ,gE .61 .gE 71.117 1 .gE ~256.Hg ~lg.gE 453.43 2.63 .95 ,gg 135.~ 1.~ 322~.gE~ ~8~.gE 457.98 3.65 1,71 .~ ~5.69 1.gE 32~.996 I~GE.gE ~g.27 5.19 2.65 .gE 2~2.52 1.~ 32~.ggE 1929B.gE ~3.3E 5.B3 3.47 .gE 4235.fl 1.~ 5~ .gEE 14966.E9 ~g.88 -2.42 5.gE .gE 27H.57 1,gE 32365.ggE gE.ii6 44~.24 .g~ -.~7 .fill ~/I.71 55.fill 5231i5.ggE 113B.JI~ ~.98 4.74 -.43 .gE ~.96 55.gE 32365.~gE 323~.gE 4~.~5 5,g7 -,55 .gE 59.56 55.gE 323BS.ggE ~lE.6B 452.62 2.76 -.62 .g9 121.98 S5.gE ~23es.egE ~ee.ee 456.78 5.97 -.~ .M 242.33 55.gE 323~.9~ 13889.gE ~E.gE 5.22 -,28 .~ ~.7~ 55.gE 32~5,~E 19296,9E ~3.23 3.23 -.67 .~ 2377.~ 55,gE 323g5.~g 14966,~ ~g.61 -2.63 -.27 .~ 688.27 55.~ ~8:18:57 53 ~ Q (~L DIF~ DXF~ISX DIF~ 'r~]D $2725.gE~ gE.liE 44~.97 .lilli .74 .lie 52.67 42g.gE 52725.lige 115E.gE 446.59 5.61 1.6~ .lie ~.25 4~.gE 32725.966 323E.~ 451.76 5.17 1.7~ .g~ 68.89 4~.gE 527~,~ ~lE.gE 4~.76 3.gl 1.95 32725.966 ~GE.gE 456.27 5,51 1.49 .gE ~5,86 4~.gE 32725.~9 13886.gE ~1,9E 2.72 1.gE ,gE ~95.~ 527~,g98 192~.~ ~3.53 2.5~ .~ .gE $$145.gEB ~.g~l 441,29 .gE .52 .~ 55.41 42J,gg 55145.~ 115~.gg ~7.~ 5.6g .51 .~ 61.95 4~,g~ 33145,HB 323B.gE 452.~ 5.19 .53 .~ 161.~ 4~.~ ~3~45.~ ~.~ 455.27 ~.~ .5~ .~ 3~.55 4~.~ 33145.~ ~8~.~ 4~.59 5.31 .51 .gE 416.~ 4~.~ 33145.~ l~Bg,gE ~1.14 2,~ .15 .~ ~.95 ~.~ ~145.~ 19296 ,gE ~3.~ 2.~ .67 .~ 2618.47 4~.gg ~145.~g 14~.gE ~1.B5 -1.97 .1~ .~ 2&&8.76 ~.~ 441.49 .gE .2~1 .gE 45,15 525.gE 447,59 5.gE .~ .m li2.76 $25.lill 5~7B.1~6 5236.66 ,452.67 5.28 .39 .66 162.41 525.98 3~76.66ig 5519.69 456.55 2.68 .27 .ge 167.74 525.gg 5~79.gE~ ~89.~ 458.79 3.24 .21 .~ 512.91 525.g~ 5~79.~ I~8B.gg ~1.51 2.52 .17 .~ ~56.92 3~.gE 5~79.B96 14~J.9~ ~1.79 -1.~ .16 .~ 2~2.g7 ~.gg ~426~.m6 g~.gig 441.98 .m .49 .gg 29.12 79ig.igig ~.MB 11~.gd MT.gg 5.91 .51 .~ M.79 ~.~ ~3~.g8 ~3.23 5.~ .56 .gg 335.98 79~.gg ~2~.~E ~.~ 459.66 5.~7 .87 .~ ~2.56 ~2~.968 1~.~g ~1.96 2.51 .65 .96 748.69 ~.~ 14999.99 ~2.32 -1.59 .55 .~ ~85.97 7~.~ ~,4859 .iggig 9~.gig 442.37 .~ .39 .gig 29.44 54859 Jigig 11~.~ 448.62 6.~ .72 .~ ~.66 59~.~ ~5~.~ 323~.~ 4~.99 5.47 .86 ,~ 92,63 ~.~E 551g.~ 4~.73 2.~ .~ .~ 111.91 5~.~ ~859.g~ ~Bg.gg 459.79 5.86 .15 .~ 145.61 ~859.~8 13889.99 ~2.93 2.24 .~ .~ 581.66 ~.6~8 lg2gB.g~ ~3.97 1.~ J5 .69 ~7.12 ~.~ 14989.E9 ~2.59 -1.~ J7 .~ 655.4~ g4,,~/86 98:1ig:97 PAGE ~,~'Q'dO Q CIJ~L O[FI,ISP DZFT4S~ D~FIG4S TOF~D ~.CH 5495~.mig ~.gig 442.43 .g~ .96 .igig 29.73 5495ig,igigig 1139.gig 446.74 6.31 .12 .gg 51.22 ~959.M~ 5519.gg 456.93 2.68 .~ .~ 114.16 1~,~ ~9~.9~ ~Bg. EE ~g.~ 3.13 .26 .~ 149.45 ~95~.90~ 1~6~.~ ~2.67 2.61 .65 .~ 126e.35 ~95~.g~g 192~.g~ ~.66 1.~ .79 .~ 2597.15 1~.~ 5~97ig.~igig 95Jg 443.46 Jg 1.62 $697ig.igigig 1~.~ 459.38 6.92 1,~ ~97g.~gg ~9E.g~ 456.65 6.27 2.4~ ~97g.~6 ~5g.gd ~3.66 3.51 3.62 ~97g.~6 12~6.6~ ~5.61 1.92 2.95 39446.~g 65.~ 445.97 .~ 1.61 .~ 28.66 2479.gg 5944~.mig lr=~l.gig 452.92 6.~ 1.~ .~ 59.61 2479.~ 5~.~g ~B.Bg 458.61 6.59 1.~ .~ ~.~ 247g.6~ ~.gOg Sl~.Bg ~2.55 3.~ 2.59 .~ 1~.63 2479.gB ]~g.~g ~.BB ~5.7B 5.15 2.B1 .~ 7~.47 247B.gg ~.~g 12~.~ ~7.57 1.67 1.76 .~ ~.57 247B.BB 29 3g~IB .glli5 1785~. 55 468.66 1 . 29 1 · 93 · g~ 978.1 g 2478.88 39~8.888 156~5.58 ~66.55 -.61 2.53 .58 9,~5.91 2475.88 39~99.588 85.58 445.12 .M .K ,58 ,~.~e 5~.88 59485.555 1558.55 ~2.12 7.f6 .lg .fg ~.19 5~.f~ ~g.e~ 458.75 6.62 .13 .~ 15~.31 ~.B~ 3~.MB ~.~ ~5.93 3.16 .23 .~ ~8.56 3~~g.Me 12~e.ee ~7.56 1.~ .U ,~ ~.79 3~90.~B 17~.~ ~6.83 1.27 .16 .~ 596,19 3~.~ 1~.~ ~8.~ -.59 .~ .~ 579.77 ~.~ $95~1.969 79.99 445.12 .gl~ .gill .gg 26.91 39548.888 1J~8.88 452.1ll 6.96 -JB2 .98 59.96 595~8.888 2685.88 458.71 6.61 -.53 .58 89.39 5g.e8 39.~5.898 4889.59 462.68 3.97 -.57 ,58 168.47 395~8.588 9588.89 465.86 3.19 -.56 .gib 764.25 5~.89 3954~.588 12355.89 467.53 1.67 -.53 .188 988.58 55.88 395~8.~8 17159.98 468.9~ 1.3~ .55 .~ 981.87 5~.88 39548.H8 15459.89 468.22 -.62 -.83 .Be 956.98 I 54,~8/86 g8:1~:87 PAGE 35 $E(~O Q ~L DIFt~P OlF~ DI~ TOPNID XLCH ~1~658.888 79.~ 4~5.31 .~9 .16 .~8 35.63 1118.~ 4~658.95~ 1999.89 452.69 7.38 .59 .gB ~1~.48 1115.88 ~650.~ ~60.gB 459.32 6.63 .61 .~ 82.97 111~.B~ ~6~.999 ~Se. Bg ~3.33 4.B1 .~ .~ 1~.52 111B.BB ~658.eee ~.ed ~S.S2 3.19 .~ .~ ~3.88 1118.80 ~SE.JeB 1239E.69 ~8.18 1.~ .65 .~ 825.~ 1119.6e ~5g,g~9 171~.9d ~9,55 1.37 .71 .~ 677.19 111E.99 ~Sg.gGg lg~B.~ ~B.g2 -.62 .78 .g~ 853.76 111E.~9 ~8888.888 56.~ 4~6.6~ .]88 1.33 .88 18.45 7358.89 48555.555 625.59 455.44 6.88 2.75 .~ 42.78 735~.~ ~.~EE 179~.g~ ~2.~ 7.14 3.25 .~ ~.~ 7358.99 ~9gg.g~E ~5g.gE ~6.59 4.B1 3.26 .~ 476,55 7359.8~ ~gdB.ggg ~7E.9B ~g.3g 2,~ 2.86 .~ 1412.47 7356.B9 48~Bff.ggff 778E.9~ 47B.78 1.39 2.~ .~ 1~6.76 73~.Bg ~EE.66d ~gB.~ 479.69 -1.19 1,97 .~ 1~7.61 73~.86 $13,~,glg 45.~g 448.68 .g~ 2.25 .g~ 44.58 51358.859 558.95 456.96 7.17 .62 .~ 69.82 3355.89 51358.~ 1568.88 463.15 7.59 .57 .~ ~.79 513~.~ ~M.~ ~7.17 4.J3 .59 .fg 1~.~ 3358.~ 513~.~9 ~B.~ 47B.24 3.K .~ .~ ~1.62 335~.BB S1~.~ 67~.~ 4~1.~ 1.35 ,61 .~ 1~3.79 335~.B~ 513~,~B 93~.gg 472.82 1.23 .73 .gB 1777.~ S13~.~ ~.~ 472.g6 -.~ 1.19 .~ 1~5.71 533.~J.~15 45.i~ ~9.72 .g~ .64 .gg 17.25 5335g.6gd 5SE.gE 456.31 6.59 .26 .gE 73.76 2~E.BJ 5335E.JJ~ 156g. JlJ 463.32 7.Jl .18 .Big 135.28 2~J~.EB 5335J.gJ~ ~.~ 467.57 4.g5 .2J .dj 187.9~ ~I~JE.JJ 5335B.~J ~6.~ 47J.Bgl 3.23 .37 .M 6~.~ ~.EE 533~.~ 67~,g~ 471.97 1.37 .39 .~ 1~1.66 ~d~.~g 533~.~g 93U.O 473.16 1.~ .~ ,H ~.85 ~g.gd 5559g .Jgg 45.~ 453.91 .Ed 4.1g .~ 3~.45 224J.JJ 5559~.~i~ ~.1~1~ 457.21 3.3g .gg .~ ~.37 224B.~ ~.~B l~.gB ~3.69 6.46 .~ .gg 65.71 22~.~8 ~.~ ~.~ 47g.97 3.28 .~ .~ ~,62 224~.~ ~,~g 67~.g~ 472.41 1.45 .~ .gg 1187.41 224~.g9 ~Eg~.~g 93~.gd 473.66 1.24 .46 .~ 1~1.74 224g,~ ~.~ ~.~ 4~.29 -.37 .~ ,~ 1421.31 ~4~.~ 1 g4/3~/66 JJ:lJ:g7 qrCNO Q ~L D]FI~ DZFT, IS~ DZFK],IS T01~ZD 454.J5 .i~ .14 .Jg 33.47 135~.gg 4~.3g 4.26 1.g9 .~ 45.14 ~6,~ 3.~ .61 .gg ~.13 135~.gB 471.81 3.51 .~ .gg 1~.~ 1356.99 473.47 1.66 1.~ .~ ~7.82 13~,~ 474.~ 1.17 .98 .~ 1691.59 13~.~ 474.51 -.12 1.23 .~ 1491.62 PAG~ PAGE 56 37 Sl.191ARy OF ERRCRS ~ SPECIAL NOTES CA~TZCI4 SECNO~ 4~B.JJB PROFZLE- I CRITICAL DEPTH ASSUFED PROBABLE IqlN/F/d~ SPECIFIC EI~R6Y 2~ TRZALS ATTEHPTED TO ~ MSEL APPENDIX 4 DENTON CREEK COPPELL, TEXAS POST-CONSTRUCTION CONDITIONS COMPUTER MODELS d. HEC-2 Model Floodway . IJ. ATER SURFACE PROFILES # VERSIOf~ OF NDVEHSER 1976 (916) 44~-21B5 (FTS) q46-21i)5 ~ e5/1)/B$ Bg:31:B$ X X XXXXXXX ~O<XXX X X X X X X X X X XX~O00( X~O0( X X X X X X X X X X X × X~OO(XX XXXXX XX~ X X X XXXXX X X XXXXXXX HEC2 RELEASE DATED NOV 76 UPDATED NAY 1984 ERROR CORR - B1,B2,B3,B4,B5,e6 MODIFICATIC)I - 5B,51,52,53,S4o55.56 -- IBM-PC-X]' VERSION THIS RUN EXECUTED e5/15/86 Bg:31:e7 DENTC~ CREEK - F.I.S. UPDATE DENTON CREEK - 1Be YR DISOIARSE PROFILE (F.I.S. DISCHARGES) C T1 T2 T3 DENTO(I CREEK, TEXAS (rr~25 - DENTENC) Jl ICHEC~ INQ NINV IDIR STRT )~-rRIC fIVINS Q I~SEL FQ B. 4, B. e. .B~BB~B .CB ,B e. ~47.15~ .eBB 1.~/~ .EBB -1.~e .Bee .Bee .BBB ,He .BEe .Bee .Bee ~T 5.~W 158~.~e~ 271W.W~ 339B~.~d~ NC .W~ .gW .We .lW ET .W~ 1985.W~ 974~.~ 2.1W .We .gee .We .gee .gee .~e 7.1W 2955.6W 975g.gW .9Be SECT]CId ON ELlq FORK UPSTREAM OF COFFLUENC~ &4ZTH I~0N CREEK .gee .BEE .BBS · gee .Beg .WB .gee .gee 439.7W 12~e.We 439.7ge 1GW.WB 4~1.2W ~ge.wg 4Xe3.Wg 31Be. WE 4~5.7W ~35.gge 43e.gw ~Bge.w~ ~3.WB ~.WB ~2.5W 67W.EW 439.8BB ~B.BW ~.W8 76B~.B~ ~3.~g 89W.W~ ~6.5W 92Ge.we 428.~B ~8e.~B 428.~e 979~.We ~6.ge~ 199BB.WB ~6.5B~ 11WG.W~ 45g.~e 1142e. BW .We .We PAGE 2 NC .g35 .g55 .~5 .lee ET .We 375g.gw 5585.3W 2.1ge FEFIA CR(~i START OF ~ LEVEE DISTRICT NC .$35 .1855 .e35 .lW .Me .We .~e .Bee .we .gee 2 GR 447.gE~ 474,~ .Lqi~g 4~17 ,~J~ 4,9~ J8~ 447.3~ 5gl~.~B ~1~8.$gl8 5~,1~ . g~l~ ~P~.8 .IBIOi~ 528g.~JlJ~ 0N~[P~ALI4 (D.E.C.) C~0SS S~CTION D.E.C. C~C~ SECTION 715~ . lll~l~ /l~.BBO .~g .~B .BBB .lee .~e .gee ~ S,~ .KB l~g."ilg .16B 5~.MB .ll35 5~GO,g9~ .K5 661fi. KB .KB F'E}~ CRm~ '~ffTIGH START OF THE PROPOSED RELOCATED CHMEdEL N~ .g55 .B55 .135 .1M .3M .Hll .mil .Mil .Imll .Bm 0.E.C. CROSS ,S~CTICf4 2$egll.llM 4g. Bm 5466,g4B 5694.2M 72g. IMM ~g.~e 7~.~ .~ .tim JM 455.gM I~B.BM 4~.MB lSd.MB 4SS.MB 17~.MB 452.~B ~e6g.~g 45~ .~B I~B.BM 4~.MB 211B.MB ~g.mB ~.Bm ~9.MB ~g.~ 4~.BM 45B.~g 33~.BM 4~.~B ~lg.~B 451 .MB ~B.BM 451 .~B ~g.~E 451 .~B ~3B.MB 451 .gM 414B.BM 45g.~e 41~.BM 451 .gM 42~.BM 451 .~6 451 .MB 52BE.MB 451 .MB 538~ .Me 451.4~ ~8.~g 4~.6m 5535 .~g 4~.6M 452.BM ~g4.2M 4~.BM ~.BM 4~.BM 5~B.MB 455.MB 5g7B.BM ~.MB 63~B.OM 4~.BM 63ge.gM 455.9M ~I~.BM 455.BM 6519.9M 4Se. BM ~lg.gm 4~.BM 662~.BM 4Se. MB 67M.~B 4~.MB 7MB.BM 455.BM 7B7B.BM 4~.BM 72Se.MB 4~.~B 724B.BM ~SB.BM 72Se. MB 455.gM 75Se. BM ~B.BM 747B.BM 47B.Mff ~.~B .gm .tiM ff5/1~/86 Be:51:ffG PA~ ET .~lll 4187.BM 4~2ff.eM 2.1M .gIM .Mil .Mil .Mil .Mil .Md D.E.C. CRC~S SECTI~I 2~',7M .!MM 5~ .Mil 4168.1M 442~,.38ll Mil.Mil 457.~B 141B.~B 455.~B 155B.~B 4~.~ 16~.MB 451 .~ 21M.~B 4~.gM 226B.~B 451.~ 26Se.BM 451 .~g ~lg.~g 451 .~g 2gee. MB 452.m6 SlX.BM 452,BM 5~.~J 452.9M 55SB.BM 455.~g ~.~B ~5.~ ~M.M6 4SS.MB 411B.BM 455.mB 4168.1BB ~55,~g 4~.gm ~sB.Bm 455.~ ~M.BM 455.M9 451B.MB 4~.gM 47Be. BM 4~.Bm 4eM.BM 455.BM ~.MB 451 .gM ~m. BM 451 .MB ~B.gm 456 .BM 5~B.BM ~6.6M 455.MB 5see. Bm 455.mB ~3B.BM 455.9M 555B.~d 4~.mB 57m. Mg 453.mB 5em. Bm 4~.BM 58~.BM 4~.9m ~5g. Bm 453.gM 61~.BM 452.BM 6see. BM 452.m6 ~IB.BM 453.BM ~eB.MB 451 .BM ~M.BM 455.M9 ~eB.Bm ~B.BM 667B .BM ~2.BM 6Beg.BM ET FE]4A CR(3S5 SECTION END DF TI~ P~OPOSED RELOCATED CHAK~L l~ OF TTIE LEVEE DISTRICT X1 255~.~ 45.mB 2495.2m 2742.67ll 7m. Bm 5~.mll 7m. EiffEl .mil ~ ~g.~B I~B.MB 451.1~ 11~.~B 4~.~B l~.~e 451.399 13M.MB ~ 451 .~ l~g.~ff 451.~ l~.~g 451 .~g 17~.~B 451.5M 18M.~ff ~.7~ I~6.MB FDtA CROSS SECTION C~OSS SECTION THROU~ l~E PAR~S OF COPPELL START OF THE ACOITI~)J. PROP~D C~I~EL X1 2683g.geli 42.geli 2619.56B 32gli. geli 127g.geg 12ge.geli 125R.gge .~g .~ .gee X3 1B.Bge .~ .~B .~ .~ .~ .~ .~B .~g ~ ~.9ge 5~.Bge ~l.~g ~.~g 459.1Be 7~.Bge 455.~ ~g.~g ~52.9ge ~B.Oge ~ 451.7ge l~g. Ege 451.3ge llge.gge 451.~E l~g.geE 4~.9~ 15ge.~E 451.1ge l~8.ge~ ~ ~ 452.8ge l~B.geg 452.~E l~g.geg 452.4ge I~B.~B 455.~9 l~g.geg 455.1ge l~9.gge ~ 455.5ge ~ge.gge 4~.~g 21~.~g 4~.4ge 2~g.Bge 455.~9 23ge.geE 4SE.geE 2~9.gee ~ 455.9ge ~ge.Bge 457.6ge 2~g.~g 457.556 2619.~ 436.74g 2792.~E 456.7~ 2738.gee -- ~ 456.916 26~8.65B 457 .~B ~,geg 451 .~B ~ge.gge ~8.7ge ~gS.gge 456.5ge 5e27.gee ~ 4~.Sge ~g2.Bge 452.~E 31~.~B 4~.gge 3~.gge 4~.~g 323g.~E 438.~g 329B.ge~ ~ 438.gge 35ge.gee ~.~g ~.gge 4~.geg 37~.geg 458.geg 377g.~ 4~.9ge 425B.gge ~ 461 .gge 51ge.gee ~5.~ 5~g.~g .~ .~e .Bee .~g .gge .Bee 1 NH 5.geli .li55 2416.geli .g$5 26eg.7ge .g55 27ge.geli .g$5 29~.l.geli .li55 NH 51ge.lige .gee .geli .geli .geli .egg .geli .geli .geli .geli ET .geli 2416.ege 51ge.geli 2.1ge .geli .gee .gee ,geli .gee .geli FE~, CRO~S 5ECTION ~ 1ii.gee .geli .geli .geli .geli .geli .gee .gee .gee .geli -- ~ ~g6.gee 1gig.gee ~6~.~ 11ge.gee ~3.~e l~e.~e ~e.~e ~2~5.gee ~l.~e 13ge.egg ~ ~e.~ge z~e.~e ~59.9ge ~5ge.~e 4sg.~e ~e.gee ~ge.~e ~gsg,~e ~ST.~ge ~?ge.ege ~ ~55.6ge 16ge.gge 453.1~ 19ge.gge 455,~B ~ge.~e 455.5M 21ge.gee 456.~6 2~.geg ~ 455.4ge 2~9.gge 455.8ge 24ge.gge ~s.~g 2416.g8~ 437.18g 2492.~ 437.1ge 2528.9ge ~ 457.610 ~9.Tge 457.7ge 27~.ege 4~.lge ~ge.gee 453.3ge ~36.gge 435.~e ~65.ege ~ 435.399 ~.gge 4~.4ge 2~1.~B 456.2ge ~63.~B 45B.Se~ ~ge.geB 457.~e 31B~.gee -- GR 4Se.gee 57~.gee 452.~e 5~.gee ~.~g 41~.~ ~g.7~ ~e.geg ~.gge 51ge.ge9 2521 ,geli .Kli 25911. gee .g45 275,~ .geli .ess NC: .EBB .BBB .EBB .1BB .SEB .~ .EBB .~IEB .EBB .EBB ~ 5,~ .~5 ~.7~ .g35 ~3.~B .~5 2296.BEB J35 2~B.BEB .~55 ~ SI~.~E .~ .~E .~B .~B .~B .~ .EBB .EB~ .BEB ET .~e ~5.~B 51~.~ 2.~ .~B .~ .~B .EBB .~g .EB~ 2961B.BEB 56.EBB 286B.75B 247B.EBB 6r..~ .BBB EBB.EBB ~g. ME .~g .BEB .~EB TB.EEB .BEB .~E .~B .~B .EBB .EBB .~g .BEB .BEB 47B.EBB 52B.EBB ~6.~B ~B,EB6 ~6.SEB 7EB,BEB ~.6EB EBB.EBB ~3.8EB 9EB.BEB ~2.~B 1BEB.BEB ~.5BB llEB.EBE 457,~B I~B.BEB 456.~8 13EB.BEB 4~.6EB 14EB.EBB 4~.7EB I~B.BEB 455.~6 I~B.BEB 456.6EB 17EB.BEB 4~.TEB 18EB.EBB 4~.SEB 19M.BEB 455.1BE ~EB.BEB 455.659 ~GB.75B 457.85B 2152.EBB 457.85B 2166.EBB ~59.15B 2255.EBB 4GE.BEE 2296.BEB 437.4EB 25~.9EB 457.6EB 2569.EBB 458.6EB 2~E.EBB 458.7EB 247g. EB9 452.EBB 253B.BEB 45~.EBB 265B.BEB ~9,~B 27~.~B 45B.~E ~SE.BEB 45B.EEB 3B79.BEB 45B.EBE 51~B.BEB 46B.EB~ 521B.EBB ~.BEB 524B,EBE ~5.~B 49EB.EE~ ~7,BEB ~EB.BEB 47E.EEB 51EB.EBB .~e .~g .BEB .~E .~e .BBB .BEB .EBB 5/96 Eg: 51: ~ P~ 6 FE~ CR~SS SECTI~ 3857B. EBB 59. BBB ~445.1EB 492B. EBB EBg;. BEB ~.EBB ~. EBB . EBB . EBB . BEB lg.~E ,H~ .~6 .~E .BEB .EBB .~g .~B .~B .~ 47E.~B 16EB.BEB MG.~B 17EB.~B ~6.BEB 18EB.EBB ~5.4EB 19EB.EBB 465.6EB ~EB.EBE 461 .EBB 21EB.BEB 458.5EB ~B.EBB 458 .~B 25EB.EEB 457.5EB 24EB.BEB 457.8EB ~BB.EB9 4~.~B 26EB.EBB 456.~6 27EB.~B 4~.5EB 26EB.EBB 455.6EB ~E.~B 455.9EB 5BEB.BEB 45B.1~ 31EB.EEB 456.1EB S~B.EBB 4~.~g S~B.EBE 457.5EB ~B.EBB 457.4SB ~5.18B 438.23B SS22.BEB 438.239 5558.BEB 459.53~ ~2.S9~ 459.5EB S7gE.~e 455.EBB 3756.BEB ~.1~ ~g.~g 469.~6 ~.EB6 ~59.~8 ~g.~g 459.998 61~.~ 4~.Tgd 82EB.~B ~ .~5 .KS .B55 .EBg .EBB .EBB .EBB JEB .iIEB .dEB ET .MB 3387.~B ?IM.MB 2.1~ .~g .MB .~ .~IM .IIM .MB FEFIA CROSS SECT~O~ X'i 31235.fIM 71 .ME 3387.535 ~857.M~ 62~.BM TM.MB SZE.Ml~ .ME .M~ .ME ER ~2.~ I~.gM ~5.M~ I~.M~ ~2,6~ 17M.M~ ~2.~ 1755.~ ~2.3~ 177B,9M ~ 462.~B 1MB.M~ ~2.1M 1819.~6 ~2.1M 16~.BM ~1.5M I~B.gM ~9.1~ ~ 459.~ 21M.BM 459.BM ~g. ME 459.4M ~72.~E 459.4M ~B.M~ ~7,~9 ~ 457.~8 3213.~8 ~7,~8 52~.~g 456.4M 3~.~ 469,795 3387.93g 456.569 ~72.Me ~ 456.559 5~8.~ 457.1~ 5582.~B 4~.~g ~14.~9 458.~6 ~.gM 458.1M ~1.~ GR 4~.~B ~72.M9 459.~ 57B8.gM ~.~B ~.~E ~.~E ~37.~g ~.SM 58Gg.gM ~ 459.~B 3~.BM 459.7M ~6.ggg 4Sg. IM 41~.~8 ~6.~B 4~B.~B ~7.~9 4256.gM ~ 4~.gM 4~.~e 4~.8M 4276.Me 455.1~ 45gB.BgB 455.4gg ~.MB 456.956 ~ 457.1M ~M.B~B 458.7M 47M .BM 459.8M 48M.~g 459.8M 4~.gM 469.2M ~09.M6 ~ ~g.~8 51M.gM ~.3M 5~.gM ~I.BM 5~.MB ~6.1M ~.MB ~B.3M 5~e.eM ~ ~.~M 61M.BM ~B.~B 6~B.MB ~B.~B SS~.~B ~.BM ~BE .MB 461 .~B 65M.EM 6R 461.8M ~M.ME ~2.~8 67M.BM ~.~8 68M.M8 ~5.~8 6BM.BM ~7.6BB 7BM.BM ~ 47B.BM 71M.BM .MB .~e .~B .~B .MB .~B .MB 55/15/66 Bg:$1:B6 PAGE 7 NC .955 .~55 .B15 .~ .5~B .MB .MB .MB .MB .BBB ET .MB 5BS~.MB 6269.MB 2.1M ,MB .MB .MB .MB .BBB .MB FE~tlA CRJ~S S~CTION END OF PARKS OF COPPELL DENTON TAP ROAD Xl 32266.98~ 5~.ggg 339B.56g 3539.59g 5g. EBB 5~.BBB Sd. MB .BBB .BBB .BBB 9T 2.~ 538B.BM 465.MB 463.MB 3552.M9 ~5.M~ ~3.MB .BM .MB ~ 472.~ ~B.MB 467.MB 1315.~B ~2.gB~ 17M.BM 460.5M ~BB.MB ~1.~9 ~ 4SB.~g 2~l.MB 4~.5M ~21.BM ~1.~6 22~.ME 459.5M 2435.MB 459.~B ~.Me ~ ~.~g ~IB.BM 456.~B 2611.966 ~B.~B ~3S.BM ~I.MB 3MB.MB ~2.~B 328B.M8 -- ~ ~5.MB 33~.9M ~.~B 3361,~6 ~1,5M 33~.~B 4~.MB ~25.~ ~.~ ~32.gM ~ ~S.MB ~S2.glg ~5.~9 ~.g~ ~5.MB ~35.~g 455.MB ~55.~E 435,~9 NC .gSS .g55 .g45 .1Ell ET .Ellll .l~ll .gg~ .ggll FE~A CRQSS SECTIC~ ~ ffS/1~/SG Bg:]I:BG P~ J, AC~ R. DAVIS (J.R.D.) C~(~S SECTION START OF THE RIGHT BA,%K FILL AND IFF'ROVe'dENTS 461 .~ 13~.996 ~1 .flee 1375.ggd ~l.OB 17~.~g ~2.9eg 1825.ge~ ~3.HB 4~.~9 3~g.gBff 457.99ff 3218.J99 455,Kff 3~5.~ 452.~e 3283.Mg 451.Me II J.R.D. CR(~S SECTION J.R.D. CROSS ~CTION 6R 4E;g . I;~1~ 1951~.$~9 461.Me 1938.~e ~2.999 1951 .~99 ~3.egg l~B.gM ~5 .e~g 1969.g9~ ~ ~ ~2.9~ 29~5 .~M ~1.0~9 ~39.~0 ~g.g~B 2451 .gOB ~.~ ~59.~ ~l.OO~ 3699.6~ ~ 4~.~ 3~1 .~ 455.~ 3766 .~ 453,~ 37~.~ 455.~ 379~ .~ 459 .~ 38~.B~ ~ 47d.9~9 4137.999 471 ,~B 4162.999 472 .~g 41~.~9 475.~6 4221 .~g 474.~g 4242 .~ ,,1.R.D. C~0S5 S~g~IC~ J.R.D. CROSS 5ECTXON ~ 452 .~ 1~ .~EE 451 .~ lg37.~B 452.~6 1975.~99 452.~9 lg75 .~ 452 .~E 1~75.g~ ~ ~ 4~.~ 1319.g98 ~5.ggE 13~.g99 ~.~E 1337.~9 439.ege 1~.~ 438.8~ 1~5.~9~ ~ 439.99~ 13~.9~ ~.EE~ 1357.~6 ~5.~6~ 1~3.996 4~.999 1372.~ 455.g~E 1381 ~ ~.~g 1392.6~d ~I.9~ 1415.~E ~2.~Ed 1~5.~g ~3.~g 1472.~E ~ ~.~ 3189.~ ~5.~ 3199.9gB ~5 .gEe 3216.~E ~,9~ 3221 .~g ~.~g~ 3279.g~ ~ 46~.999 329~.gE9 455.~ 3392 .gEE 4~.56~ 3312.99d 455.~g 3321 .~ 1 95/13/8G 99:31:~ PA~ J.R.D. CRC~S S~CTICId X1 3485~.EEE 88 ,EEE 131~.~E 1529 .EE8 521i.9~ ~.Egg 59g.~E .~ .ME .~E ~ 47~.B~ .~ ~5.ff~ff .B~ ~5.~ ~.~ ~5.~ ~,~ ~S.~ff ~.~ff ~ 4~.eee 1~ .Bee 45e.ge~ 13cB.Bee ~5.~e 1388.eee ~g.eeff 13~.eee 439.3ee ~ ~e.e. 14~e.eee ~5.eee 14~.eee 4~.eee 1435.~e 455.~B9 1~2 .~9 ~.~e l~5.eee -- ~ ~5.eee 15~.gee ~6.~e 1532.geg ~7.~e 155e.gge ~e.~e 1579.~e ~9.~e 15~.~e ~ 4~.~ 17ig.~e 47G.~ S?~.~g 477.7~ 17~.~g 4~.~d 17~.~ 47G.~6 1828.690 ~ ~TJ.Me 2~e.~e ~9.~ ~.~ ~.~ ~5.~ ~7.mee z7~.~ ~.~ z~s.mee ~ ~,~ 3228.~ ~.~ 32~.~ 4~.~e 32~.~E ~.eEg 3255.~e ~.~ s272.gee ~ 47E.~ 35~.9gg 4~.~g 3~.~B 476.479 37~.~B 475.~ ~2.~9 47g.~ 1n GE 469.ddd 4~TiD.g~iD 4,68.ggd 411iD.g~g 466.Hd 4125.Hd 469,diDiD 4152.ddiD 47iD,diDiD 416iD.iD~0 GE 471 .ddd 4298 .Hd 472.m 4226.HID 475.Hd 426d. agiD 474 .Hg 4298 ,gdiD 475 .iDiDiD 43/(*g .g01~ J.R.D. CIl(~5 SECTION END OF THE RIGHT ~ FILL AND II~R0~I'IENTS ~ 475.H8 171g.~9 476.~e 174fi.reft 477.7~ 17~.~E 477.698 1785.ffdff 476.H~ 1628.HE ~ ~ 475.~g 1865.ffffff 474.H6 lglg.~e 474.HB I~5,Hg 472,~6 21~.~ff 471 .HJ 2525.H9 ~ 47J.H~ 246~.~E ~g.ffff~ ~9E.696 ~6.ggff ~5.~g ~7.~e 27~.g~6 ~G.ffee 2755.ere ~ ~5.ffH 28E7.gff~ ~.gH 2862.~E ~.Hff ~gff. HE ~8.7~ ~55.99g ~.He 2951.gEE e5/13/66 gg:31:g6 P~ 11 NH 39Gd.Hg .dSff ~7d .giDl~ ET .Hd .Hd .YE FB~ CROSS SECTiON MI g.HE .~6g I~SID.gH .~gd 2~ge.HiD .~55 ~d,Hd NH 471d.~ .~S5 6~4d.dH .~d .Ad .~iD ,ggd ET ,lad .ggd .Ad .~iD .l~ff .HID .gH .Ag .me 11 QT 5.aN ggN.Ng 137N.Ng 85/13/8G 89:31:g6 PAGE 12 FE~ CR~ S~CTI{~ QT 5.888 SGO8.BBB NH 6.988 .BGB 12~.888 ET .M~ .~B .Ng .Beg .Ne .Ne .aN .ecg .Bee .ggB .eBB .~d Jeff .~g .ON .Ng 12 QT 5.ere 53er.Eer BEer.ere ix~ G .l~flE .OGE 154E.erE Ixq4 335E.Ser .tqGrf 52filS.ESE ET .ere .erg .~ FEP~ CR~ SECTI(~ 96er.ere 3GL~E,ffer 98er.gee .ere .ere .ere .er~ .~5 2559.ger .955 257E.59~ ,~5 2~5,EEE .96E NH 6.Hrf .E5rf 14flrf.Eer ET .ESE .rfEE .tiEr 9~S.erE $62EE.errf 94rfrf.EEE .ers .ere .ESE .ere .gee .ere .SEE .Erie .ESE .ESE .rfEE 1 S5/15/6G SE:31:BG PAGE 13 FE~A CRO~ 5[CrTI0N 13 FEF~A CR~ ~CTICN FE~A CR(SSS Xl 5694~.9~9 33.~ 4335.~BE 4415.g~ -- GR 5~2.~ ~ 474.5~B 233~.BB~ 474.689 2~B.~8 472.~ 262g.gg~ 475.6~ ~8~.B~ 473.6~8 312B.~B~ ~ ~9.E9~ 39~.EE~ 474.gEE 3938.~E 475.~8 I 85/13/86 ~9:31:J6 THIS RUN EXECUTED 1~5/15/B6 ~9:3~:31 T2 -- J1 ICHECK INQ NINV IDIR STRT DENT(~ CREEK - F.I.S. UPDRTE (ENCRO~FEO PROFILE) DENTC~4 CRE£K - 158 VR DISCHAR~{~ PROFILE (F.I.S. DISCHARGES) PETRIC HVINS Q i4SEL FQ Rd ALLDC 1914 Cl.ldIfl ITRACE 14 ~5/15/$6 ~9;$1:g6 PAGE 15 HEC2 RELEA~ DATED NOV 76 UPDATED RAY 1964 ERROR CORR - ~1,62,~3,194,g5,186 1400[F]CAT~CN o 5~,51,52,5~,54,55,56 ~gM-PC-XT VERS~I THIS R~4 E~CUTED 85/15/86 m9:55:55 NOTE- ASTERIg((~) AT LEFT OF C~O~S-~CCTI(~i Nt.PSER IFEICATES I~ IN 9U4'9.RV OF ERRORS LIST I~NT~ CREEK. TEXAS ( StJPr,'ARY PRIHTOUT T/~LE 11m e, rO'dO CWSEL 487.15 448.15 * 16,~.~E 449.61 * I~.M~ 4~.59 1933~.~ 4~.71 1933~.~EE 451.73 45B.74 4~.39 4~.25 DIFI~4S 86 TgI~4ID (~.~ QC34 QR08 .gg 447,16 7616.94 1987~.22 5755.15 17296.65 1.98 4~8.18 679~.48 518~.89 6127.81 22566.18 J8 45~.49 1695.98 14116.75 6485.27 .i~ .58 451.49 978.11 12519.54 9~88.46 .ga .M 45,9.76 1956.2~ 6981.57 13618.45 1.~2 451.81 1466.95 5888.44 14711.56 .i~ 45~.91 976.36 9~2.46 19697.54 1.82 451.92 462.89 .i~ 2~6~.88 .98 451.33 513.89 .99 452.27 32~.67 451.65 ~5.6~. 452.54 ~9.14 .~ 452.31 223.33 .91 453.98 226.24 .98 455.25 228.77 .~ ZO6Bg .99 .~ .79 453.95 23~, . 83 .M 2~6(18 . ~ .iB8 .~ 454.45 976.5~ .g8 7955.65 12644.$7 .49 454.96 822.f6 .~ 9767.96 11852.82 .918 45Zl.96 281.112 .~ 2~6~ .1~ .~ PERENC STENC~ STCHI. 7755.818 1965.119 4~35.88 6794.4~ 2955.68 ~35.~ 1835.3~ S7~.ee 19~.~ ~.~ ~51.~ .SS ~03.17 ~51.8~ 11~.~ ~8.~ 67~.M .~ 57~.M 57~.~ ~1.~ 4939.~ 4939.61 .~ 49~9.61 49~9,61 233.eS ~7.9~ ~8.~ .31 ~6.~ ~8.~ 233.ff *187.es 4~88.~6 .19 4~88.16 4~88.16 2~.~ 24~.m 249s.2f .S9 ~19.~ ~19.~ ST(~HR STENCR 974~.88 5585.~ 5585.3~ 6585.8~ 5585.98 5965.98 5975.88 5965.88 5965.~ 53M.8~ 5528.ee 2742.67 2742.67 15 2898~.gSE '1 g5/13/65 454,8~ .55 455.44 293.93 ,m 2~66g.~ .g~ .m 2416.96 2416.98 2g~1,~0 29~1.~E g9:31:66 PAGE 16 S[CNO Ci4GEL DIF~4S EG TOF~4ZD O.09 (~4 ~ ~ ~ ~ ~ STEN~ 2687~.~ 455.~ .~ ~.7~ 3~.~ .~ 21~.~ .f~ ~6~.~ 2319.~ 2319.~ ~1~.~ 5~.~ 2667E.~ ~.~ .~ 456.11 359.85 .~ 21~.E~ .~ .~ 2319.~ 2319,~ 261E.E9 2~lg.~B 455.79 .~ 4~.41 51g.~ .24 21299.76 ,~ ~5.~ ~55.gg ~9.7S 2~lg.~g 456.17 .37 4~.74 3~8.31 .~ 21~g.~ .~ .~ ~6E.73 ~6B.73 247~,E~ 247~.9~ 3857~,99~ 456.GE .Ed 457.32 ~5.g3 .~ 21~.~ .~ ~55.98 ~5.~g ~5.16 ~2E.e~ 71~E.E~ 3f157E.9~B 456.GE .~ 457.~ 557.69 .9~ 21~.~9 .gg .~ ~5.16 ~5.18 31238.~8 457.36 .~ 457.96 685,87 .g9 ~716.36 683.65 3713.g9 3387.gg 3387.g3 3837.~9 3123~.g~ ~57.57 .21 458.22 ~8.~ .g~ 2136~.gB .g~ .g5 3367.~3 3367.~3 3637,96 3637.~9 3215g.~B~ 457.63 .~ 459.59 5~.~3 .J9 ~51,23 ~8.76 31~.g~ 3~.~ ~,~9 3525,99 618~.~ S226~.996 457.11 .gg ~.~ ~.6~ .~ ~832,12 ~7.68 ~21g.gg ~Sg.~ 322g~.99~ 457.27 .15 ~g.75 117.68 .~ 21~.~ .~ .g3 55~.~ 53~.~ ~39.59 353g.5~ 3223E.EEE 457.52 .~ ~.61 ~E.7E .~g ~726.68 ~3.12 521g.~ ~.~ 33~.~ 353g,59 626E.E~ 32236.ggg 457.58 -.g3 ~.86 119.E3 .~ 213~.~ .~ .~ 33~.~ 322~.~ ~E.75 .~ ~.96 ~1.32 33~.71 ~82.66 ~3.~3 .~ .~ 32~.9~ ~.g3 .18 ~.17 1699.85 2787.~ 1~.~2 1629.5~ .21 2429.76 ~9~.~g ~25.9E 4318.~ 323~5.9~ ~.~ .gE 461.98 769.25 .~ 1gg79,g3 3g~.~7 .gg .~ 211g.~ 2325.9~ 32395.~ ~E.45 -.gl ~1.46 671.21 .gg 13251.16 1~.62 .17 211g.~ 2119.9g 2525.68 3278.16 32725.g9~ ~1.42 .99 ~1,49 2477.11 4553.~ 57~.g7 ¢582.48 .~ .g~ l~.g~ 215E,E~ .~ 32725.~g ~1.89 .41 ~1.99 1793.69 ~14.82 6765.~ 4519.74 .21 1667.42 33145.~ ~1.55 .~ ~1.69 233~.49 ~.16 6746.42 2711,42 .~ .~ 1~2.~ 33145.9~g ~2.g5 .~ ~2.~ 1746.92 ~23.83 7~.88 2775.3g ,U 1~7.57 1752,~ 1969.99 3362,39 33~Tg.g~ ~1.72 .~9 ~1.93 ~9E.98 2196.33 1~.37 2~9.3~ .~ .~ 3~7E.966 ~2.23 .51 ~2.51 1588.99 ~g.7g 11~6.72 ~3.~ .~ 1243.24 l~g.~ 1~3,96 2889.95 ~266.90~ ~2.28 .g~ ~2.43 ~7~.~ ~9.33 ~28.~ 851.63 .~ .~ 128g.~ ~2~.96E ~2.69 .62 ~3,86 1~.82 8217.g5 6~.45 382.56 ,17 931.~ 1~.99 1392.ee 23~3,11 ~8~.~g ~2.~ .59 ~3.99 3~.67 53.81 1~6,18 .~ .1~ 1~7.~ 131g.~ ~.~ ~3.g7 .ge ~3.~ 1~3.g2 3142.69 11~.71 596.61 .~ .~ ~.~ ~3.73 ,65 ~.28 ~5.14 2353.85 1~.16 .~ .22 6~.~ T31g.~ 15~,9~ 1526.e0 ~g~.~g ~.g2 .~ ~.26 1381.39 13.59 8616.~ 6767.57 .~ .~ ~.~ ~97g.~ ~6.8g .7g ~7.~ 924.68 .~ ~74.~ 57~,E2 .lg ~.~ ~.~ ~E.g9 362~.66 16 $94~9.9EB 46E .g5 .I 466.42 ~5.91 1951.97 19588.25 ~59.76 .99 JOg 4~48.E8 4158.88 .81~ 59t~48.m88 468.96 .91 469.28 626.2~ 1275.76 114~6.gl9 2866.15 .15 $987.~ ~8.88 4158.88 t~555.2~ 85/13/$$ 99:31:186 P-,.c CNO CA~EL DZI~ 39~9~.~ /~68 o25 3~.~ ~9.~8 .63 3~.~B~ ~8.22 3~.g~ ~9,g5 .63 ~8.92 51356.~B 472J8 513~.~ 472.~ .62 533~.~9 472.63 5335~.~ 473.46 .83 5559~.~B 473.29 565~.~Be 474.~8 .79 ~.~ 474.51 ~.g~ 475.~ .62 1 85/15/86 89:31:86 ES 468.46 469,33 PAGE 17 TOfl4ID ;Lee ~ ~ee PERENC STENCL STCHt. STCHR STENCR 579.77 25~,4.65 13124.92 131.13 .Ig~ .gll 4g39.B $88.78 lgt~,~ 14555.79 .B .13 592g.~ ~k~38.Bg 4319.88 431~.8~ ~a8.52 ~57.85 1919.75 ~2.~ ~17.68 .~ .~ ~.g~ ~15~.9~ .~ ~9.39 659,~ 1172.82 1~25.42 ~5.76 .16 5911.g7 ~,~ 415~.8~ ~551.95 ~S.~ ~3.77 13~.~3 6~.37 ~.GE .M .M 473~.~e 4616.BE .~ ~9.95 492.99 11M,~ 67~.~ 23~.27 .15 4~.91 4~.~ ~15.EE 59q1.9~ 479.97 1557.61 3~7,~ 4111.~ 2111.25 -~ .~ 237~.E~ 471.65 1152.61 ~525,76 ~5.98 1~8.24 ,19 1791.79 257~.~e 2~5.ee 2924.4E 472.16 1~5.71 ~6.63 ~6.57 4,~ -~ .~ 41~.~ 4515.~ .~ 473.~ 742.9~ 1~5.1g ~.gg .~ .24 3772.1g 416g.M 4615.~8 ~515.~ 472.74 22~.32 3239.8~ ~92.11 ~.~g .~ .~g 557~.g8 ~7~.~ .~ ~73.58 1196.g~ 2676.~ ~23.46 .99 .~ 4166.41 473.79 1421.51 1921.63 7455.65 ~.72 .gE .~ 474.57 ~7.g3 1232.E3 9167.97 .ge .23 3526.16 474.~ 1491.62 2749.~ ~22.~ ~.19 .~ .~ 475.67 414.37 ~.42 71~.56 .~ .21 ~57,~ 4635.g~ pAGE 18 SLI'9,t~V OF ERRORS AI~ SPECIAL NOTES -- CAUTIOel SEC~O- 1~8.81~8 PRCFILE- 1 CRITICAL DEPTH ASSLFED CA~I'I~N SECNO- 18~48.98fl PROFILE- 1 pReeA~LE IqlNIPIUM S~EClFIC EAERGY CAUTI~ ~C~O- 18/~1,[~ PROFILE', 2 2~ IRIN,.S A*TTEFI)TED TO BALANCE I,E~L E5/13/85 IBg:31:g6 pAGE 19 17 FLORO,4AY DATA, DENTDN CREEK, TEYJ~ ( PROF~LE NO. 2 ---- F1.OOO$4A¥ ~TER ~4JRF~ ELEVATION e;~T I ON MEAN WITH Mlll,mOUT DIFFERENCE ~J~EA VELOCII¥ F).~O~i4A¥ FLOOD~AV 195~.2~ 6794. ~289. .9 446.1 447.1 18~.9~9 1952. 2645. 7,9 45~.4 449.8 .6 1935~,~ 1~7. 1~68. 1.9 451.7 ~5g.7 199)~.g~ ~3. 6245. S.S 451.7 4~.7 1.~ 21~.~ ~21. ~75. 4.2 452.g ~51.~ 2257~ .g~e 3~9. ~2. 4.6 452.2 451.5 .9 2~BM,~B8 ~6. ~15. 7.3 ~2.2 451.5 .9 2~Tg~.ggg 2~, ~26. 7.g 455.1 452.4 .7 ~55B.~ 258. 5966. 6.7 ~5.8 453.2 .6 268~,B~ 959. 9155. 2.5 4~.9 4~.4 2896~.9B~ 515. 5196. 6.4 4~.8 4~.2 .6 28676.g~ ~86. ~25, 6.2 455.5 455.g .5 296~g.g96 373. 35~5. 6.1 4~.2 455.6 .4 59579.9~ 46). ~79. 6.3 457.~ 456.7 51259.~ )Bg. 5595. 6.4 457.6 457.4 .2 5215~.~9~ 119. 1899. 11.2 457.9 457.6 .1 322~.~ 124. 1422. 1S.g 457.3 457.1 .2 52219.~e 125. 1~8, 14,7 457,5 457.5 5225~.~ 1689. 598~. 2.5 ~1.~ ~.6 ,2 525~5.~ 1121, ~75. 7,2 ~.5 ~.5 52725.M~ 1875. 7499. 2,g ~1.9 ~1.4 .5 ~145.Mg 1915. M64. 2.5 ~2,~ ~.5 ,5 5~7g.~g 1618. ~. S,J ~2.2 ~1,7 ,5 ~26g.~ 1412. 49~, 5.~ ~2.9 ~2,5 .6 ~85g.~ ~9. 1871. 6.~ ~2.9 ~2.5 .6 ~95~.~ 615. 31~6. 4.8 ~3,6 ~3.1 .7 36979.~ 925. 4559. 3.4 ~6.8 ~6.g 5~.~ 626, 4112. 5.6 ~.8 ~6.g 394~.~ 381. ~16. 3.9 ~9.g ~8.2 .8 39549.999 ~g. 4~89. 5.6 ~9.g ~8.2 ,6 ~965~,~9 493. 3636. 2.8 ~9,7 ~8.9 4eeed.~ 1133. ~93. 1.7 471.8 479.9 .9 51~5g,996 745. ~73. 2.5 472.9 472.1 .6 53359.~6 1462. 4~9. 2.1 473,4 472.6 555~.~6 614. 2~. 4.g 474.1 475.5 .8 56~.999 ~7. 2~1. 5.8 4~.5 474.5 .6 PAGE 1 HEC2 RELEASE DATED NOV 76 UPDATED PAY 1984 ERROR I~3RR - 16 ll~IS Rt~m EX)iCUTED ~5/15/86 99:$6:~7 APPENDIX 5 DENTON CREEK COPPELL, TEXAS WATER SURFACE PROFILES 0 0 0 0 L~ Z f~ 0 ~AON 0 0 NOIIVA3-13 0 0 0 0 0 0 0 X Z 0 o o 0 0 0 O~ dY~ NO£N30 0 0 0 N 0 I1¥A3 9 3 0 0 WO ~AON (~.J.) NOI..LVA3'-13 0 0 0 oo 0 0 0 O~ 0 0 0 O~ {./') 0 0 ,~- C]AON 0 0 ,~- (~,.~) NOIIYA_q-I-:I 0 0 0 o~ 0 0 0 Oc~ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C]AON NOIIYA3"I3 O~ d¥1 NOIN30 0 GAON (~.J.) N OIJ.VA':I-I':I 0 0 oo 0 0 ._1 (,/3 .< ~ 0 ~ {3. I.-- 0 Z 0 C3 OB d¥~ NO~N30 C]AON (~,~t) NOI_LYA3"13 o o© o Z 0 0 0 O~l dYJ. NO.LN30 O^ON (~-) NOLLV^"q-rq 0 X 0 0 0 APPENDIX 6 DENTON CREEK COPPELL, TEXAS CHANNEL CROSS-SECTIONS 48e 47e 459 438 42e 580 489 478 469 458 Ceoss-$ection 1844~ - STtl~lOfl (~eet) 4~5 4~9 445 435 438 C~ss-Section 19339 465 466 455 45~ 445 446 435 439 ! C~oss-$ect~on .... i75..:? ....... STt~TIOfl (feet) £ L E T I 569 496 486 476 466 456 440 439 C~oss-$ection 21566 (feet) T I 0 # 490 486 4?O 466 458 448 439 488 468 43e 485 480 435 49O 489 47e 48e 43e CeessoSection 25539 ST~TIOW (teet) 56O 489 479 4~9 459 436 569 490 486 476 469 456 446 436 566 486 4,76 466 450 438 C~oss-$ection 25539 e 5eh lg~ 15lBO 2e~ 25;00 3e/lW 35~i 4ebb 45~9 5OhO ST~TI~ Ct.t) CPoss-Section 26839 STNIlOfl (feet) 5~ 496 486 478 456 43B 498 486 478 438 Cross-Section Z887~ SIAl I Ot, I (feet) 498 CPoss-Section 3~?B 580 ~ ..... ~ ....i ....: ....: ..... : : ....: ................ 499 .... : ..... : ..... i ..... ~ ..... i ....: ....: ..... ! ....! ...... 480 ........................... i ............................ 47e .- 458 43e ST~I~ (~eet) 498 488 4?8 458 439 CPess-$ection 31236 STI~II~ (feet) L £ ~ 47~ 438 Crass-Sect ion 3215e ST~TIOH (feet) 560 490 488 478 458 439 Ce~ss-$ection 322~ (feet) 596 476 456 430 C~ssoSection 32250 STt~Tl~ (feet) 568 498 48' T I 468 0 # 456 436 C~oss-$ection 3231~ ST~TI~ (tee*) L E U T ! # 560 496 486 4?6 486 450 440 430 CPoss-Section 32725 STATIOFI (feet) L g T I 0 N 568 400 488 4?8 466 458 448 436 -! C~oss-Sec*Jon 33145 STI~TIO~ (£eet) L V & ! 1 # Cl. oss-$ection 33478 STJ~TIOfl L ! l 0 # 488 4?8 4GO 458 448 430 C~oss-Se~tion 34260 STAT]OH 458 438 CPoss-Sectiou 34859 STdITIOH (J~eet) 498 488 4?8 458 -1 STi~T] OFI (feet) C],ess-Section 39446 586 ......................................... ~ ..... ; ........... L T 1 # 54g 526 586 486 446 C~oss-$ection 3949g 566 .... : ..... : ..... : ..... ! .......... ! .......... ~ ......... STGTI~ (feet) 546 ! i 500 0 H 566 546 T # Cross-Section 3954g STikTIO# (reef) L E ! 1 0 H 5&6 546 520 560 480 446 428 CPoss-$ection 40650 ST~ITIO# (reef) L E T 5,LO 566 496 486 4?6 456 CPoss-$ection 51356 588 l' $&8 1' ' 455 1' STATIOH (feet) 586 568 546 526 560 480 448 C~oss-Section 53358 ST~TI~ (feet) E & T # 526 510 588 488 4?6 C~oss-$ection 55596 479 ~eess-$ection $694g ST~TIOH APPENDIX 7 DENTON CREEK COPPELL, TEXAS FLOODPLAIN MAPS avobl dV.L NO.LN'::IO ~',~9t,) O~gl£ o o 'N × /[ X iI MATCH ~HEET ~0 ./ APPENDIX 8 DENTON CREEK COPPELL, TEXAS LAKE GRAPEVINE DISCHARGE DATA 580 \ §7¢ \ ~ 0 MAXIMUM ANNUAL ~ ELEVATION 560 ,~3 ~MAXIMUM ELEVATION ~. NOVEMBER 1981  (OBSERVED) z 550 ._[ 530: 0 520 (D 510 31 .051.1 .2 .5 ] 2 5 10 20 30 ~0 50 GO 70 80 90 95 98 99 EXCEEDANCE FREQUENCY GRAPEVINE LAKE IN PERCENT ELM FORK, TRINITY RIVER, TEXAS POOL ELEVATION FREQUENCY "OLD" PRE-EMERGENCY PLAN OF REGULATION NOTE: TO ACCOMPANY DESIGN MEMORANDUM N0.3 BASED ON JANUARY 1982 ON MODIFICA"[/0N OF EMBANKMENT AND "SUPER" RUN FOR 1940-1969 SPILLWAY PLATE l-V-2 ii II APPENDIX 9 DENTON CREEK COPPELL, TEXAS ENVIRONMENTAL DATA GENERAL CORRESPONDENCE a. USEPA - Dallas, Region VI b. TP&W - Austin c. UT Archeological - Austin d. USDI, F&WS - Ft.Worth e. US Army CoE - Ft. Worth f. Permit Review - DEC, CoE, Coppell g. EHA Letter Report h. TWC Order APPENDZX g DENTON CREEK COPPELL, TEXAS ENVZRONIRENTAL DATA GENERAL CORRESPONDENCE a. USEPA - Dallas, Reg/on v! L t & dj, 8, OPllOMd~ FQIW 41 Otw. 7-70) U APPENDIX 9 DENTON CREEK COPPELL, TEXAS ENVZRON~IENTAL DATA GENERAL CORRESPONDENCE b. TP&W - Austin ! COSB~SSIONERG EDWIN L COX, JR. Clminnan, Athens TEXAS PARKS AND WILDLIFE DEPARTMENT February 03, 1986 CHARLES D. TRAVIS Executive Director 800 ARMSTRONG GEORGE R. BOUN HoL~ton WM. O. BRAECKLEIN Dallas WM. L. GRAflAM Amarillo RICHARG R. MORRISON. II Clear Lake City A.fl. (TONY) SANCHEZ, JR. Laredo DR, RAY E. SANTOS Lubbock Dr. Frank Camp Anderson Engineers, Inc. Suite 608 13740 Mideway Road Dallas, Texas 75244 Dear Dr. Camp: This is in response to your recent request for information regarding endangered and/or protected nongame (threatened) species. Enclosed is a list annotated as to the estimated chances of encountering specific animal and plant taxa in DENTON COUNTY, and DALLAS COUNTY. this list should useful to you as background Although prove material, it is not intended as a substitute for comprehensive onsite evaluations made by competent biologists. Determination of the actual presence of a species in a given area depends on a number of variables such as seasonal and daily activity cycles, environmental activity cues, preferred habitat, transiency, and population density (both wildlife and human). Absence of a species can be demonstrated only with great difficulty and then only with repeated negative observations taking into account all of the variable factors contributing to the lack of observability. Please let us know if we may be of further help. Sincerely, E. Potter~ Jr. Wildlife Biologist Enclosures ! ! ! Iq ! Enclosure for Dr. Frank Camp o2/o3/86 County: Dallas ENDANGERED SPECIES ***EAGLE, BALD ( Haliaee tus leucoce phalus ) ***CRANE, WHOOPING (Grusamericana) ***TERN, LEAST, INTERIOR (Sterna antillarumathalassos) ***FALCON, PEREGRINE, ARCTIC (Falcoperegrinus tundrius) THREATENED AND/OR PROTECTED NONGAME SPECIES ***IBIS, WHITE-FACED ( Plegadis chihi ) ***OSPREY (Pandion haliaetus ) ***STORK, WOOD (Mycteriaamericana) **KITE, SWALLOW-TAILED, AMERICAN (Elanoidesforficatus) *WARBLER~ GOLDEN-CHEERED {Dendroicachrysoparia) ***LIZARD, HORNED, TEXAS (Phrynosoma cornutum) ***SNAKE, MILK, LOUISIANA (Lampropeltis triangulumamaura) ***Confirmed species - verified recent occurrence **Probnble species - unconfirmed, but within general distribution pattern of the species *Possible species - unconfirmed, but at periphery of known distribution of the species Enclosure for Dr. Frank Camp o2/o3/s County: Denton ENDANGERED SPECIES ***EAGLE, BALD ( Haliaeetus leucoce phalus ) ***TERN, LEAST, INTERIOR (Sterna antillarumathalassos) ***FALCON, PEREGRINE, ARCTIC (Falcoperegrinus tundrius) **CRANEv WHOOPING (Grus americana) THREATENED AND/OR PROTECTED NONGAME SPECIES ***IBIS, WHITE-FACED (Plegadischihi) ***KITE, SWALLOW-TAILED, AMERICAN (Elanoidesforficatus) ***OSPREY ( Pandion haHaetus ) ***STORK, WOOD (Mycteria americana) ***LIZARD; HOP/qED, TEXAS (Phrynosomacornutum) ***SNAKE; MILK, LOUISIANA ( Lampropeltis triangulum amaura ) ***Confirmed species - verified recent occurrence **Probable species - unconfirmed, but within general distribution pattern of the species *Possible species - unconfirmed, but at periphery of known distribution of the species APPENDZX 9 DENTON CREEK COPPELL, TEXAS ENVZRONMENTAL DATA GENERAL CORRESPONDENCE c. UT Arch®ologtcol - Aust/n O COLLEGIi OF LIBERAL ARTS T~x~Arc~gia~R~ear~b~rat~ry.1~1~Bnm~tR~ad~Atatin~Texas78758-4497~(512)47~-6~6 [~ecoacl~] THE UNIVERSITY OF TEXAS AT AUSTIN February 5, 1986 Frank A. Camp Anderson Engineers, Inc. 13740 Midway Road, Suite 608 Dallas, Texas ; Dear D~. Camp: Enclosed are phc City of Coppell been indicated ~ outlined a larg~ be used for out~ compromising/di~ information pro~ Sincerely, Carolyn Spock Head of Records 75244 Enclosed are photocopies of the data on sites reported in or near your City of Coppell development project. The specific site locations have been indicated in red on your 7.5' Carrollton USGS quad. I have also outlined a larger area around the sites which as we discussed could be used for outside documentation of the general site area without compromising/divulging the exact location of the site. We hope this information provides the necessary background for your project. , \ fl APPENDZX 9 DENTON CREEK COPPELL, TEXAS ENVZRONPlENTAL DATA GENERAL CORRESPONDENCE d. USDZ, F&NS - Ft. North IN KEPL¥ REFER TO: 2-12-86-I-93 UNITE STATE DEP OF THE INTERIOR Ecolos cel Services 9A33 Frets ~ ~lld~nS 819 Taylor Street Fort ~rth, T~an 76102 February 25, 1986 Frank A. Co?, Ph.D. Anderson Engineers Inc. 13740 Nt~w&y Road, Suite 608 Dallas, Texas .75244 Dear Dr. Ca~p~ This responds to your request of January 30, 1986, concerning your participation in an environmental evaluation of a segment of Denton Creek for the City of Coppall, Texas. The area of interest lies east of Denton Tap Read, north of Sandy Lake Road, and south of Denton Creek, to its confluence with the Elm Fork of the Trinity River. Base~ co a con- versation ea February 18th with Carl Anderson of Aadereon Engineers, your request stmm free concern on the part of the City of Coppell about development in this area. You requeste~ any anvirm~ental resources data we ~ay have for this area. We have reviewed our files a~l offer the fsi lowing WETLANDS In the context of dsvelol~nent such as that o~curring along Denton Creek, the most frequent ares of concern with regard to fish and wildlife resources is the loss or degradation of wetlands. Wetlands provide valuable habitat for u~ny species of fish and wildlife. The teem 'wetlands' ancx~B~asaee & variety of wet environments including mmrshes, wet meadows, mudflats, ponds, bogs, bottomland hardwood forests, and we have attached a photocopy (attachment 81) showing ~our area of interest on the most current N&tional Wetlands Inventory wetland nap. These ups ere produced by the U.S. Fish and Nildli[e Service to be used u tool for aoses ent of the wetl&m values usociated with an area. As you mn lee, our ~ata indic&re your ~rea of interest includes numerous small wetlands with the follo~ing chare~teristics of water and vegetation. PFO1C - palustrine, forested, bread-leaved deciduous v~getation, se&scoaX PF01A - palustrine, forested, brced-leaved deciduous vegetation, teoporary POWHx - palustrine, open water, permanent, excavated PO~H - palustrine, open water, permanent 2 P POl/O~ Fx - paluetrine, forested and standing water, broad-leaved deciduous vegetation, sea~onal, excavated P~i1A- palustrine, emergent vegetation, persistent L10WHx- lacustrine, l~umentic, open water, permanent, excavated We have attached a more detailed description of t~e wetland classifica- tion system for your your information (attachment In response to a public notice frem the U.S. Army Corps o~ ~ngineers regarding a permit application for the property co the north side of Denton Creek just west of your area of interest, our response included the following paragraphs in a letter dated J~nuary 6, 1986: "An onsite inspection of ~e project site was conducted on November 21, 1985, b~ biologists of this Field Office. The property ~s e pasture area that supports a block of timber on the southeastern edge and a band of trees along the southern and western boundaries. Woody vegetation includes pecan, willow, qreen ash, cottonwood, cedar elm, and sws~? privet. Underetory on the south and west boundaries of the property is sparse while that in the southeastern corner ranges fron sparse to dense. Denton Creek is separated frem the p~operty by a small, nstural river berm. This berm is vegetat- ed with sycamore, pecan, willow, green ash, and cedar elm. Small gravel pit ponds are present in the north-central and west-central portions of tbs site. These areas are vegetated with wlllo~ and cattail. Develolxaent in the Metroplex is rapidly altering forested and herbaceous wetlands which provide habitat for migratory waterfowl and passerine birds, flood storage, weter purification, recreation areas, a-~ an aesthetically pleuing environment. Historically, the alteration of these habitats has resulted in the reduc~ion of waterfowl and migratory bir~ populations, increased floo~ing of downstream areas, degradation of water quality, fish kills, a~d the creation of a monoculture.~ We expect that S'lm41a~ habitats and concerns apply to construction activities in your area of interest. More om~lete a~ site specific descriptions of resource values an~ environmental concerns would require an oneite in~pection. AND ENDANGERED SPECIES Our data indicate no Federally 1/sted threatened or endangered species are likely to be impacted by the pro~osed project. However, you should be aware of the following. Five Federally liste~ endanger~ed birds, ~erican pereqrino falcon (Falco peregrinus anatum), beld eagle (Haliaeetus leucocephalus), brown/]~elican (Pelecenus nocidentalis), interior populatious of least tern' (Sterna antillarum), and whooping crane (Grus emericena), and two Federally $ 1:Let. ed threatened bi-'ds, the Arc'cie pereg~ine falcon (Yelco peregr:Lnus tund~iue) and p:Lp~ng plover (Cher&dr:Lus meledue), nay migrate through your area of :Ln~erest. In addition, 'the blank-capped v:LFeo (Vireo atr:LcaL:):L11u,,,)~ & candidate species for Federal listing, nay migrat:e th.rough and I:x~eed :in ~he &',:ea. particular attention should be given /n :Four investigations to the potentio~ for effects on black-capl:~d vire~e and whooping cranes. Bl&ck-ca- ed vireo The preferred habitat o~ this bird consists si & few small trees (often junipers or oaks) scattered among ~eperated cl"w?s of many bushes. The bushes are ~n the open and their foliage reaches the ground. Tb~ black-capped vireo ~s a candidate species, end as such has no legal pEotection under the Bndange~ed species Act. HoweveF, the F£sh and #ildli£e Servi~e has substantial informa~lGa to support its lls~ing as endangered or threatened. The developmen~ an~ publica~ion of proposed Whooping crane Whooping cranes have been recorded stopping at Lake Lewisville in Denton County ~uring fall migration. The cranes f~pear to select relatively isolated wetlend~ (marshes, shallow etrem channels, ponds, etc. ) usu&lly within two miles of grain fields, &1though they may feed several miles away from their roost. If we can provide additional information, please =set&ct David A. Tilton of this office at 817/334-2961. Sincerely yours, Field Supervisor Attachments (2) Bnclosures (1) cc= Regiounl Director, lrdS, Albuquerque, NM (AHR) U.S. AZwy Corps of Engineers, P.O. Box 17300, Fort: Worth, TX 76102 (Attn~ Arver Ferqusco, Permits Branch) Umted States Department of the Interior ~.'t,~'~;-'~FISH AND WILD.LIF[ SERVICE 9620 ;:x~:ut.t~ $1:. l~-sl:,.~;, .rJ. otl~ 33'/02 ! and w4l~'~e Se.trice has adap'ced CLA88 pe.--s~c~'c (;~t3) w~.~..% · cauVx3ra~! ',;stax' =u~..m (A). '2 [] Flat 3 any Federal. Sta~, c= local ~hven~-7 l~crml We=Lnnd Coo:dina~o~ ,&~ ~e foll~ ~S F~.sh and Wildlife Sez-~.cs ~-~Lcnal OffAc~: 4 S 6 S'cxs~c. F~..r./lnd, CI 9?232 aiM, S03/]3L-6116 FI"J, 429-6154 1306, A~..~4 87103 SOS/~S6..~ 14 ~A 474.-~14 ~"ickscm. tis Fish end ~k~,d.l.L~mm Ser'Jtce. s~Llm~q, m:. S. eALtf~ (,~/~"PJ. ~ SSI/1. 6~93 ~, 72~3S93 Pt~sTLvutta, ~e~ JL.~y. ~l~lm. Jc*~ Hofi~e~. tJS F~sh md WLId~A£o .~e~'~Lm, ~ 02~8 C~W~ 303/234,-$S86 F~, 234-S$86 R ! ! II IR IN ! APPENDZX 9 DENTON CREEK COPPELL, TEXAS ENVIRONMENTAL DATA GENERAL CORRESPONDENCE e. US Army CoE - Ft,North DE:PARTMENT OF THE: ARMY FORT WORTH DISTRICT, CORPS OF EHGINSERS P. O. BOX ITSO0 FORT WORTH. TEXAS 7StO2'OSO0 February 26, 1986 Operations Division Office Operations Branch SUBJECT: Case Ntmber: 86-00212 lit. Carl ¥. Anderson, P.E. Anderson Engineers, Inc. 13740 Hidvay Road, Suite 608 Dallas, Texas 75244 Dear Hr. Anderson: Reference is mu~e to your letter dated February 7, 1986, requestin~ a review of the ~aps you sub. tied and requestins infor~ation on pera~its which ~e ~ay have issued or is beins evaluated on the ser-ent of Denton Creek fro~ its confluence vith the Elm Fork of the Trinity River upstrea~ to Denton Tap Road. A search of our files has revealed that ye have processed one nationvide ps.sit, and one no permit required vlthin your study area. The location of these activities lo indicated on the attached ~ap ~ have labeled 'C#. The projects indicated on mps "A' and 'B" which you submitted, have not been revieved by our office and my require Department of the Army authorization. If have additional questions, please contact Mr, Arver Ferguson, Jr. at you the address above, telephone (817) 334-4622. Enclooure8 Iq ! ! ! ii ! ! It II -2- Copies furnished: Hr. Joe Swick UniCed S~a~es Environmental Protection A~ency 1201 Elm S~reeC Dallas, Texas 75270 Mr. Jerry Johnson US Fish and Wildlife Service Ecolosical Services 9A33 FrlCz Lanham Buildin~ 819 Taylor S~ree~ Fort Worth, Texas 76102 Hr. ~ollinHacRae Texas Parks and Wildlife Deparcmen~ 4200 Su~h School Road Austin, Texas 78744 '! / / ":I/ APPENDIX 9 DENTON CREEK COPPELL, TEXAS ENVIRONMENTAL DATA GENERAL CORRESPONDENCE f. Permit Review - DEC, CoE, Coppe11 DANNENBAUM ENGINEERING CORPORATION CONSULTING ENo~Nr r ~,e: April 4, 1984 Chief, Operations Division SWFOD-O P.O. Box 17300 Fort Worth, Texas 76102 Re: Section 404 Permit Determination on Denton Creek Gentlemen: We are-presently conducting feasibility studies for a reclamation project on Denton Creek near its confluence with the Elm Fork of the Trinity River in Denton County, Texas. The floodplain will be reclaimed by construction of a levee and/or placement of earth fill. Channel improvements to Denton Creek may be required in order to increase the hydraulic capacity'of the creek. The channel improvements may be made to the existing channel or a supplemental channel may be excavated north of the present creek location. The limits of the proposed area to be reclaimed and proposed channel improvements are shown on the attached Exhibit A. Based on the information submitted we request that you determine whether or not a Section 404 Permit will be required for each of the following combinations of construction: Alternative Description Floodplain reclamation with levees and/or earth fill and no channel improvements. 2 Floodplain reclamation with levees and/or earth fill and enlargement of the existing Denton Creek channel. 3 Floodplain reclamation with levees and/or earth fill and construction of a supplemental channel north of the present creek. The ends of the new channel would be connected to the existing channel. Operations DJvJston Aprll 4, lg84 Page two We appreciate your assistance in this matter. If you have any questions concerning the information submitted, please do not hesitate to call. Sincerely, Phil Oeaton, P.E. Project Manager PD;gs;1637A 1354-0B -( ;)1' DEPARTMENT OF THE ARMY April 10, 1984 Office Operations Branch RECEIVED APR 1 1 1994 Mr. Phil Oeaton, P.E. Project Manager Dannenbaum Engineering Corporation 1555 West Mockingb~-=, Suite 2~8 Dallas, Texas 75Z~E Dear Mr. Deaton: Thank you for your letter of April 4, 1984, concerning channel modification and filling of the floodplain of Denton Creek near its confluence with the Elm Fork of the Trinity River in 3enton County, Texas. Based on the information available to us, we have determined that wetlands within our Jurisdiction under Section 404 of the Clean Water Act are absent from the project area. Therefore, the proposed floodplain reclamation will not involve the discharge of dredged or fill material into a water of the United States and will not require authorization under Section 404. The proposed channel modification will require.authorization under Section 404 by individual permit if the work will involve the discharge of dredged or fill material into the existing channel of Denton Creek. If you have any question concerning this letter, you may contact Mr. Alan Brackney at the address above, telephone (817) 334-4624. Si ncerely, Chief, Office OperatI Branch CONVERSATION RECORD TYPE [] VtSIT [] CONFERENCE Location of Visit/Conference: NAME OF PERSON(S) CONTACTg'O OR IN CONTACT WITH YOU , /' ROUTING ACTION TAKEN f ---v--~--_j ~ 4~_.,-r?...~ .z'h ~ ~..-.._ ~-..~.,, :..~.~-,--:-,,~'... ..:._.7_~,,..;_._]..;,,T~Ej/..'"' __ ~. ':'..'TV :r ,t, ,,, ,' .:u., .:~- ~~ l ~>..e::' :C'.',, .°" . .." m,,~, -~, · ~' ,.,. ~ I~, lYF.:. DEPARTMENT OF OEFENSE The City With A Beautiful Future Co~cell. Texas 75019 214 - 462-0022 Hr. Don Norris Chairman, Coppell Park Board 217 Neadowcreek Rd. Coppell, Texas 75019 April 4, 1985 Hr. Wayne Lea U. S. Army Engineer District, P. O. Box 17300 Fort Worth, Texas 76102 Fort Worth Dear Mr. Lea: On April 1, 1985 I attended a Lewisville City Council meeting. During the meeting I became aware of a development called The Gateway proposed by Lomas and Nettleton just to the North o£ Denton Creek. East of Denton Tap Road, Denton Creek is the North border of Coppell and the South border of Lewisville. I am concerned about the potential impact of this development on our new city park located just to the South of Denton Creek. Approximately 700 acres of flood plain will be reclaimed for the Gateway project in Lewisville causing a considerable impact on drainage and other environmental factors. Reclaiming that amount of flood plain will cause a severe strain on the drainage capacity of Denton Creek thereby increasing the probability of flood waters covering the Coppell city park. I urge you to look into this project from an environmental impact point of view. If further information or comments are required please contact me at 214 462-0593. cc Ron DN/dm Ra$1and, Coppell Si,~l~erely. Don Norris, Chairman, Coppell Park Board City Manager CONVERSATION RECORD TYPE VISIT ~ CONFERENCE Location of Visit/ConferEnce: [:,~GOING WITHNAMEyouOF PERSON(S) CONTACTED OR IN CONTACT Itc,)ORGANIZATION (Office. de~t*, burllu.,~ TELEPHONE,~ [ ~' SUMMARY NAME OF PERSON DOCUMENTING CONVERSATION $1G ATURE DATE ,h, ¢ 7, , ~ ,~, .,~?..t -.z /~' ACTION TITLE CONVERSATION RECORD OATE · OPTIONAL FORM 271 (12-76) DEPARTMENT OF DEFENSE APPENDIX 9 DENTON CREEK COPPELL, TEXAS ENVIRONMENTAL DATA GENERAL CORRESPONDENCE g. EHA Letter Report September 10, 19B) ESPEY, HUSTON&' ASSOCIATES, INC. Engineering & EnvirOnr~ental Consultants 333 w. CAMPBELl., SUITE 400 RICHARDSON, TX 75080 (214) 669-9600 The Honorable Bunny Thompson CounciJperson City of CoppeU City Hall Coppell, Texas 7)019 EH&A 3ob No. 7103-01 RE: LETTER REPORT OF INVESTIGATIONS ENVIRONMENTAL ASSESSMENT, PARKS OF COPPELL Dear Ms. Thompson: At the request of the Coppell City Council, Espey, Huston & Associates, Inc. (EH&A) conducted a site investigation of Denton Creek and adjacent areas in the vicinity of the Parks of Coppell in Dallas County~ Texas. The site investigation was conducted by a team of EH&A hydrologists and ecologists on September 9, 1985 to determine the nature of Denton Creek and adjacent areas and to assess the potential impacts of a proposed channelization project adjacent to and, in places, coincident with the north bank of Denton Creeks on the ecological and aesthetic quality of the creek and adjacent parkland. Denton Creek was noted to be a perennial stream with an average channel bottom width of approximately ~0 feet. Banks were generally high and steep. Soils were primarily sandy loam to clay loam along the creek. Vegetation along the creek was typical of creek flood plains of the region. Only one smaJl low area of wetland character was noted on the park property. Typical tree species along the creek included green ash (Fraxinus pensylvanicus), boxelder (Acer regunda), American elm (Ulmus americana-~, black willow (Salix nigra), eastern cottonwood (Populus deltoides), pecan (Carya iUinoinsis ,~-~d mulberry (Morus rubra), and bur oak (C~uercus macrocarpa). Shrub and herbaceous species included seedlings of the above tree species~ common elderberry (Sarnbucus ..ca.nadensls), greenbrier (Smilax sp.), poison ivy (Rhus toxicodendron~, ch---~'~an~ C~-asmanthium latif~, sumpweed Ova sp.)~ ~ ragweed (Ambrosia sp.). Aesthetic quality along the immediate creek was high~ but considerable disturbances have occurred on both sides of the creek for most of its length through the park area, reducing aesthetic quality overall. ESPEY, HUSTON & ASSOCIATES, INC. The Honorable Bunny Thompson September 10, 1985 Page 2 of 3 Potential impacts to trees along the creek resulting from the proposed channelization project would most likely be minimal and gradual if some flowage is maintained. Worst-case conditions might result from complete diversion of flows from the existing creek channel which might result in a decline of green ash and willow over a period of several years with subsequent invasion by dryer species such as cedar elm (Ulmus crassifolia) and sugarberry (CeJtis laevilRata). Changes in herbaceous species would be more pronounced and occur over a shorter time period. Vines and weeds would encroach down the creek bank to near the flow line. Wetland species might colonize the creek channel, depending on the frequency of flows through the creek. Existing aquatic habitat for fish and other aquatic species would be lost. Aesthetic quality would be diminished. If minimum or normal flows were maintained in the original stream channel with only flood flows being conveyed in the proposed supplemental channel little or no effect to trees or other vegetation would be noticeable. Aquatic habitat and aesthetic quality could be maintained. Since bottom elevation of the proposed supplemental channel is below existing streambed elevation, some type of weir structure would be required at the junctures of the original channel and the proposed channel in order to maintain low flows in the original creek channel. Even L[ the two channels were at the same bottom elevation at their juncture, the proposed supplemental channel would offer the least resistance to flow due to smooth bottom contours and straight course, and would convey the majority of flows. in order to maintain existing creek conditions, flows up to approximately 50 cubic feet per second (c~s) should be allowed to continue in the existing channel. Weir ~ructures constructed to the corresponding flow elevation for this conveyance would be necessary to facilitate this maintenance of flows. Flows above 60 c~s would overtop the weirs and continue downstream in the supplemental channel. During periods of sustained flows above 60 c~s, flow would occur in both the existing · and supplemental channels. The physical impacts of the channelization project would only be visible from a few locations along the creek in the park area, predominantly at the locations where the original channel and proposed channel intersect. These visual impacts could be mitigated by good vegetative restoration practices along the construction area. Minimization of clearing along the creek within the park could also aid in bufferin8 visual impacts. ESPEY, fflUSTON & ASSOCIATES, INC. The Honorable Bunny Thompson September 10, 1985 Page 3 of 3 Incorporation of weirs as described above at all points of intersection between the existing channe! and the supplemental channel, in EH&A's opinion, would minimize the ecological impacts to the creek and riparian vegetation. Should you have any questions regarding the environmental assessment or EH&A's recommended mitigation strategy, please contact me. Sincerely, Charles T. 3asper Associate CT3:ss APPENDIX 9 DENTON CREEK COPPELL, TEXAS ENVIRONMENTAL DATA GENERAL CORRESPONDENCE h. TWC Order I I I I AN.ORDER approving an Engineering .Report as t. he Pl_a.n of Reclamation and ~pprovxng Preliminary Fzans I ~:.: ,eclamation ,roi.ct of Den,on County I~provement District No. ! (RE-0239) I I On the 23rd day of October, 1985, the Texas Water Commis- sion considered the application of Denton County Levee Im- provement District No. I for approval of an engineering report I as its Plan of Reclamation and for approval of preliminary Denton plans for a reclamation projec~ on and adjacent to I Creek in Denton and. Dallas Counties, Texas. A public hearing was.held on August 28,. 1985, before a I Hearings Examiner. Parties designated at the Commission I hearing were: (District), as Interest Advocate of the i the City of Coppell; Ms. Elsie Edwards, Ms. Denton County Levee Improvement District No. 1 applicant; the Exe¢ nctor and Public Texas Department of Water Resources; Univest Development Company; and Nettie Long, Mr. Orlan Parish, and Proposal for Decision submitted relative to this matter, following Findings of Fact and I the Commission makes Conclusions of Law: I 1. The applicant has submitted to the Texas Water I Commission through its predecessor agency, the Texas Depart- I ment of Water Resources. both an April. 1985 engineering report prepared by Dannenbaum Engineering Corporation to be approved as the District's Plan of Reclamation, and prelimi- nary plans for a project to provide for reclamation of approx- imately 560 acres within the District on and adjacent to Denton Creek in Denton and Dallas Counties, Texas. 2. Notice of the application and hearing was published in the Dallas Morning News once a week for two consecutive weeks, on July 30 and August 7, 1985, with the se6ond the FINDINGS OF FACT IMr. Leonard wiley, as protestants. After considering the Examiner's I and pleadings and evidence I I I publication being at least 20 days prior to the hearing. The Dallas Morning News is a newspape~ oz ~ne~ c~z'cula~ion in Denton and Dallas Counties, Texas, the counties wherein the I construction is located and in which the project would have Ipotential impact. 3. Notice was sent by first-class mail on July 29, I 1985, tO known property owners within the area to be affected by the pro3ect, and to concerne? federal, s~ate and local I officials. Notice was sent by first-class mall on July 30, I ! I I I 1985 to remaining known interested parties. 4. The proposed project is located within the bound- aries of the 938.337-acre District, which is located within the corporate limits of and approximately four miles from downtown Lewisville, Texas. The District is bounded on the south by Denton Creek, on the west by Denton Tap Road, and on the northeast by Interstate Highway 35E. The north and east boundaries follow existing property lines. I 5. The proposed project includes construction of a flood control channel along Denton Creek from near Denton Tap I Road to the eastern end project; of the a levee about 9,000 feet long consisting of about 170,000 cubic yards of dirt and I varying in height from five to eleven feet; placement of earth Ifill from the channel and interior drainage lake to a level at least two feet above the 100-year flood level; an interior I drainage lake to capture water behind the levee; a 300,000 gpm i capacity pump station to move water from the interior lake into Denton Creek; and modification of a bridge on Denton Tap I Road to enlarge the opening. 6. Plans for the proposed project are adequate and in conformity with sound engineering principles. 7. There is no discernible incompatibility with exist- ing hydraulic and hydrologic conditions. 8. The proposed project will cause no additional flooding or adversely affect life and property or the rights of third parties. i 9. The prop sed project will reclaim land within an I area presently designated as "floodway" by the Federal Emer- Igency Management Agency (FEMA). The proposed channel improve- ments will compensate for encroachment into the floodway, and I readjustment of the floodway limits according to FEMA regu- lations will be justified. I 10. The proposed project will I I I I I i I I allow reclamation of District, will benefit such vegetation within the District will be removed during con- struction. The proposed project will not promote the growth of mosquito population in the area. 12. Ordinary flows within Denton Creek are primarily affected by controlled releases from Lake Grapevine and Icontributions from the watershed between Lake Grapevine and the project area. The proposed project will not affect either I of these conditions. 13. The depth of water within Denton Creek in low-flow conditions is primarily a factor of backwater effects from I Carrollton Dam, which is located downstream of the project area. The proposed project is designed so as not to affect the depth of water in the existing channel. ? 14. A series of small diversion dams would assure that ordinary flows continue in the existing channel. Applicant proposes, but has not included in its engineering report or preliminary plans, the installation of such weirs if necessary to protect low flows. Sound engineering principles allow for Observation of actual conditions and construction, if neces- sary, in response to such conditions. Applicant proposes to approximately 560 acres within the landowners south of Denton Creek and outside of the District in the upstream portion of the project area, and will not be detrimental to any landowners outside of the District. 11. The proposed project will allow sufficient ordinary flows to remain in the old channel of Denton Creek to sustain local fish and other population in the stream. Streamside vegetation will not be harmed and only a small amount of i monitor flow condition, s for completion of the project to I weirs is necessary. ]5. I the approximately one year after determine if installation of The proposed project will not significantly increase ]00-year water surface levels within or upstream from the I project area. 16. The Executive Director recommends approval of the I engineering report as the District's Plan of Reclamation. 17. Construction of the project will commence within six months from the date of issuance of this Order. I 18. Completion of the project will occur years from the date of issuance of this Order. I CONCLUSIONS OF LAW within two i ]. Applicant seeks approval of its engineering report as its Plan of Reclamation under ~57.]56 of the Texas Water I Code and 31 T.A.C.~315.36. 2. Applicant seeks approval of preliminary plans under I ~16.236 of the Texas Water Code and 31 T.A.C. §§315.37, I ! I 315.38, and 315.51-315.63. 3. The Commission has jurisdiction under Texas Water Code S§57.]56 and 16.236 to consider the application and the Proposal for Decision and to approve both the engineering report as a Plan of Reclamation and the project plans of the I i I applicant. 4. -The applicant's engineering report and preliminary plans are in compliance with the Texas Water Code and the Rules of the Texas Water Commission and of its predecessor agency, the Texas Department of Water Resources, and should be approved. NOW, THEREFORE, BE IT ORDERED BY THE TEXAS WATER COMMIS- SION THAT: 1. The engineering report submitted by Denton County Levee Improvement District No. ], prepared by Dannenbaum Engineering Corporation and dated April, 1985, be approved I I approved Rules of the Texas subject to all requirements of law and the water commission. 2. The preliminary plans submitted by Denton County Levee improvement District No. 1 for a reclamation project be subject to all requirements of law and the Rules of Water Commission (including submission of final the Texas plans and specifications to the Executive Director of the Texas water Commission). 3. Applicant commence construction within six months of the date of issuance of this Order. 4. Applicant complete construction within two years of the date of issuance of this Order. 5. In conjunction with Finding of Fact No. 14, one year after completion of construction, the District shall submit a written report to the Texas Water Commission evaluating the perfqrmance (including flows) of structures during low flows. This report will analyze the effect, if any, of the diversion of water between the two channels and will propose remedial action, if any, necessary to correct observed problems. This report shall be furnished to the parties to this hearing. 6. The exceptions of Univest Corporation filed October 7, 1985, are hereby overruled. The Chief Clerk of the Commission is directed to forward a certified copy of this Order to all parties. Signed this 28th day of October , 1985. TEXAS WATER COMMISSION /s/ Paul Hopkins Paul Hopkins, Chairman /s/ Ralph Roming Ralph Roming, Commissioner /s/ John O. Houchins John O. Houchins, Commissioner ATTEST: /s/ Mary Ann Hefner Mary Ann ~efner, Chief Clerk ! I I I I I I I I I I I I I i I I I I TIlE STATE OF TEXAS COUNTY OF TILAVIS I. IRARY ANN IIEFNI:-R. Chief Clerk of the Tex;,s N-ret Commission, do hereby certify th;it the ;ittached and foregoing is a true and correct copy of an Order of the Commission, the original of which is filed in the permanent records of the Commission. GIVEN UNDER blY HAND AND TIlE SEAL OF TIlE TEXAS HATER COb~IISSION, this the 28th day of October . 1985. 'F4A~--~'~N' HEFNER, Ch.ief~erk Texas W-~ter Commission SEAL