The URL can be used to link to this page

Creekview Add PD-SY 921101r CREEK VIEW ADDITION AS BUK.T CONDITIONS G4RAPEVIP#E CREEK CO'RELL, TEXAS for TH SON MANAGEMENT NOVEMBER 1992 FX NATHAN D. MA #ER CONSULTING 2146tNiEt", INC. Dallas, Texas (514) 799.4741 NATHAN D. MAIER CONSULTING ENGINEERS, INC. November 16, 1992 Mr. William Thompson •- 8333 Douglas Avenue, Suite 1510 Dallas, Texas 75225 RE. Creek View Addition, As Built Conditions Report NDM No.: 87- 06-062 Dear Mr. Thompson: Enclosed please find one copy of our Creek View Addition, As Built Conditions Report. As indicated in the report, the as built conditions are based upon a field survey of Grapevine Creek and two (2) of its tributaries. Hydraulic models were developed and the floodplain limits were delineated based upon these as built conditions. This report has been transmitted to the City of Coppell for review and approval. The City will then forward the report to the Federal Emergency Management Agency (FEMA) for their review and request for a revision of the Flood Insurance Rate Map (FIRM) and /or Flood Boundary and Floodway Map (FBFM) for the Creek View Addition. We appreciate the opportunity to prepare and submit this report of as built conditions for the Creek View Addition. Very truly yours, NATHAN D. MAIER CONSULTING ENGINEERS, INC. A. eyer, P. EAM/cmh Enclosure r— Three NorthPark /8800 N. Central Expwy. /Suits 300 /Dallas, Texas 75231/(214) 739 -4741 — CREEK VIEW ADDITION GRAPEVINE CREEK COPPELL,TEXAS I. INTRODUCTION The Creek View Addition is a Planned Residential Development encompassing 49.46 acres in the City of Coppell, Texas. The Addition is located north of the St. Louis and Southwestern Railroad, east of Denton Tap Road and is bounded on the north by Grapevine Creek (see Project Location Map, Plate 1). In November, 1987, Nathan D. Maier Consulting Engineers, Inc. (NDMCE) prepared a floodplain reclamation study for the portion of the Creek View Addition that was in the 100 -year floodplain. Additional information was submitted to the Federal Emergency Management Agency (FEMA) in January and May of 1988. A conditional Letter of Map Revision (LOMB) dated July 1, 1988 was issued by FEMA for the Creek View Addition. The Creek View Addition project has now been completed and this report was prepared in support of a request for a revision to the effective Flood Insurance Study (FIS), Flood Insurance Rate Map (FIRM), and Flood Boundary and Floodway Map (FBFM) for the City of Coppell. This report documents the hydraulic conditions that currently exists on Grapevine Creek and two small tributaries with respect to the as built Creek View Addition. 1 II. HYDROLOGY The drainage area of Grapevine Creek at Moore Road is 9.65 square miles. Table 1 provides a summary of the 100 -year discharges used in this study. These discharges were obtained from the City of Coppell F.I.A. for ^- existing conditions on Grapevine Creek. The drainage areas of Tributaries 1 and 3 are 153.2 and 62.8 acres, respectively, at their confluence with Grapevine Creek. Discharges for these tributaries were developed for the 1988 floodplain reclamation study and are also included in Table 1. An evaluation of the hydraulic impacts on the 100 -year discharge for a fully - developed watershed condition is required by the City of Coppell. Therefore, Table 1 also contains the discharges used in this study for the 2- year and the 100 -year flood based on ultimate watershed development. 2 TABLE 1 SUMMARY OF DISCHARGES CROSS 100 -YEAR ULTIMATE DEVELOPMENT DISCHARGES SECTION F.I.S. DISCHARGE CFS 100 -YR CFS 2 -YR CFS 15350 11000 16100• 5170* 16480 11000 16300* 5280* 17600 11800 16000* 5220* 18514 11800 16000* 5220* 0.1 11800 16500* 5210* 0.5 11800 16100* 5130 22600 11800 16000* 5130* 5.0 11800 15500* 5030* 25820 11900 14500* 4780* 27050 10500 11300* 3730* TRIBUTARY NO. 1 0.0 - 1500 3.0 - 1445 7.0 - 1360 TRIBUTARY NO.3 1.0 - 600 1.7 - 565 3.0 - 550 *Per Anderson Engineers' Preliminary Drainage Master Plan for City of Coppell (Grapevine Creek only). 3 III. HYDRAULIC ANALYSIS GRAPEVINE CREEK Revised Existing Conditions A revised existing conditions model for Grapevine Creek was prepared and submitted with the floodplain reclamation study in 1988. That model maintained the floodway top widths established in the 1984 F.I.S. for the City of Coppell. Table 2 provides a summary of the 100 -year water surface elevations for both with and without floodway encroachments. The HEC -2 input and output for this model is contained in Appendix A. As -Built Conditions In order to reflect as -built conditions, a field survey of the Creek View Addition was conducted and a topographic map was developed. The cross- sections in the revised existing conditions model were modified to reflect these as -built conditions. The cross - sections used for as -built conditions are shown on Plates 2 to 9. Since no fill was placed within the floodway limits, the floodway limits as established in the 1988 study were maintained. A comparison of the resulting water surface elevations for the 100 -year flood are presented in Table 2 for both with and without floodway encroachments. Similarly, Table 3 provides a comparison of channel velocities for revised existing and as -built conditions for the encroachment model. Appendix B contains the HEC -2 input and output for the as -built conditions model. Results For as -built conditions, the floodway remains the same as for revised conditions, and thus there is little change in the floodway water surface profile. In fact, small decreases occur commencing with Section 1.0 and continues through Denton Tap Road Bridge. The maximum rise between the revised existing conditions and the as -built conditions for unencroached conditions is 0.14 feet at Section 2.0. At all cross - sections where there is a small increase over revised existing conditions, the final "as- built" water surface is equal to or less than the 1988 proposed conditions model which was approved in the conditional LOMR. The proposed floodway elevation is lowered by 0.20 feet at Denton Tap Road near the upstream project limits. As indicated in Table 3, channel velocities varied from slightly higher to lower. This is attributed to scour and deposition to the channel bottom since the revised existing conditions model was developed. In all cases, the changes are less than 1.0 fps for reductions and 0.34 fps for increases. '— Similarly, Table 4 is a comparison of overbank velocities for floodway encroachment conditions. Again, the overbank velocities vary from slightly higher to slightly lower. In most cases the higher velocity on the right 4 overbank is attributed to the vertical retaining walls where an " n " value of 0.035 was used to reflect this smooth surface. In all instances the overbank velocities are less than 4.0 fps. The as -built water surface profiles for the 10-, 50- ,100 -, and 500 -year flood frequencies are shown on Plate 10, and the summary output is contained in Appendix C. TRIBUTARIES 1 AND 3 Poo Since there are no existing backwater models for these tributaries, new models were developed for the floodplain reclamation study in 1988. These models were developed to establish proposed floodway easements on these tributaries. These existing conditions models are contained in Appendix D. The cross- sections in these models were also modified to reflect as -built conditions as determined by a field survey. A comparison of the resulting 100 -year water surface elevations is provided in Table 5. The HEC -2 input and output data for the as -built conditions is also contained in Appendix E. The existing 100 -year water _ surface profiles for these tributaries are shown on Plates 11 and 12. The cross- sections for as -built conditions are shown on Plates 13 to 16. 5 r= TABLE 2 COMPARISON OF 100 -YEAR WATER SURFACE ELEVATIONS GRAPEVINE CREEK 6 ANDERSON ENG. & NDMCE PROPOSED AS BUILT NDMCE REVSD. EXISTING F.I.S. MODEL F.I.S. MODEL STREAM F.I.S. MODEL CROSS SECTION WITHOUT WITH WITHOUT WITH WITHOUT WITH ENCR. ENCR. ENCR. ENCR. ENCR. ENCR. 18514 464.18 465.16 464.18 465.16 464.18 465.16 18515 464.18 465.16 464.18 465.16 464.18 465.16 MOORE ROAD 18565 464.47 465.40 464.47 465.40 464.47 465.40 18566 464.47 465.40 464.47 465.40 464.47 465.40 18600 466.06 467.05 466.06 467.05 466.06 467.05 18615 466.09 467.12 466.09 467.12 466.09 467.12 18650 466.09 467.12 466.09 467.12 466.09 467.12 0.1 467.70 468.75 467.70 468.75 467.70 468.75 0.2 468.57 469.60 468.57 469.60 468.57 469.60 0.3 470.47 471.40 470.47 471.40 470.47 471.40 20540 471.47 472.29 471.47 472.29 471.47 472.29 0.5 472.21 472.91 472.21 472.91 472.21 472.91 0.6 472.21 472.91 472.21 472.91 472.21 472.91 21690 474.13 474.34 474.13 474.34 474.13 474.34 1.0 477.01 477.38 476.99 477.38 476.99 477.37 22600 477.97 478.39 477.97 478.40 477.72 478.21 2.0 480.04 480.60 480.18 480.62 480.18 480.59 23900 482.51 482.90 482.51 482.80 482.51 482.78 3.0 483.10 483.39 483.11 483.32 483.11 483.31 4.0 483.95 484.23 483.91 484.16 483.90 484.14 5.0 484.53 484.79 484.58 484.75 484.57 484.72 24930 485.16 485.43 485.16 485.37 485.14 485.34 6.0 485.16 485.43 485.16 485.37 485.14 485.34 25085 485.16 485.43 485.16 485.37 485.14 485.34 25135 485.91 485.77 485.41 485.37 485.48 485.40 25185 486.55 486.54 485.98 486.17 485.96 486.16 25235 487.03 487.42 486.53 486.94 486.70 487.19 25280 487.35 487.88 486.85 487.43 487.00 487.66 25325 487.57 488.10 487.07 487.66 487.19 487.87 25375 487.63 488.15 487.14 487.72 487.31 487.94 25421 487.82 488.32 487.34 487.90 487.50 488.11 25422 487.82 488.32 487.34 487.90 487.50 488.11 DENTON TAP ROAD 25542 487.84 488.34 487.36 487.93 487.52 488.14 6 TABLE 3 COMPARISON OF 100 -YEAR CHANNEL VELOCITIES FLOODWAY MODELS GRAPEVINE CREEK STREAM WATER SURFACE ELEVATIONS CHANNEL VELOCITIES (FT/SEC) CROSS SECTION REVISED AS BUILT REVISED AS BUILT EXISTING F.I.S. MODEL EXISTING F.I.S. MODEL 18514 465.16 465.16 10.34 10.34 18515 465.16 465.16 10.86 10.86 MOORE ROAD 18565 465.40 465.40 10.45 10.45 18566 465.40 465.40 10.68 10.68 18600 467.05 467.05 6.13 6.13 18615 467.12 467.12 5.97 5.97 18650 467.12 467.12 10.19 10.19 0.1 468.75 468.75 7.39 7.39 0.2 469.60 469.60 9.46 9.46 0.3 471.40 471.40 7.59 7.59 20540 472.29 47129 6.17 6.17 0.5 472.91 472.91 4.78 4.78 0.6 472.91 472.91 11.11 11.11 21690 474.34 474.34 12.36 12.36 1.0 477.38 477.37 9.62 9.23 22600 478.39 478.21 11.64 11.87 2.0 480.60 480.59 10.03 9.80 23900 482.90 482.78 5.78 5.85 3.0 483.39 483.31 6.65 6.63 4.0 484.23 484.14 8.04 8.05 5.0 484.79 484.72 7.37 7.34 24930 485.43 485.34 6.86 6.93 6.0 485.43 485.34 8.91 9.08 25085 485.43 485.34 14.82 13.85 25135 485.77 485.40 11.90 12.12 25185 486.54 486.16 10.85 11.19 25235 487.42 487.19 8.10 8.21 25280 487.88 487.66 6.42 6.50 25325 488.10 487.87 5.53 5.65 25375 488.15 487.94 5.46 5.53 25421 488.32 488.11 4.66 4.71 25422 488.32 488.11 4.85 4.91 DENTON TAP ROAD 25542 488.34 488.14 1 5.00 5.07 7 TABLE 4 COMPARISON OF 100 -YEAR OVERBANK VELOCITIES IN PROJECT AREA FLOODWAY MODELS GRAPEVINE CREEK 0 STREAM CROSS SECTION LEFT OVERBANK RIGHT OVERBANK REVISED AS BUILT REVISED AS BUILT EXISTING EXISTING 0.6 2.42 2.42 0 0 21690 2.70 2.70 3.19 3.19 1.0 2.70 2.56 2.95 3.44 22600 3.85 3.88 2.49 3.06 2.0 2.51 2.45 3.08 3.70 23900 1.60 1.60 0.78 0.95 3.0 1.82 1.80 2.23 2.23 4.0 1.77 1.75 0 0 5.0 1.83 1.82 2.04 2.49 24930 3.09 3.11 1.59 1.78 6.0 2.69 2.71 3.05 3.17 25085 0 0 0 0 25135 0 0 0 0 25185 3.39 3.94 3.19 2.88 25235 1.67 1.69 2.07 2.31 25780 0.68 0.69 0.69 0.94 25325 0 0 0 0 25421 0 0 0 0 25422 0 0 0 0 8 TABLES SUMMARY OF 100 -YEAR WATER SURFACE ELEVATIONS TRIBUTARIES 1 AND 3 CROSS 100 -YR WATER SURFACE ELEVATION GRAPEVINE CREEK SECTION F.I.S. FLOODWAY AS BUILT BACKWATER ELEV. TRIBUTARY 1 0.0 481.90 481.90 484.72 0.1 481.90 481.90 484.72 3 -10' x 6' Box Culverts 1.9 483.67 483.67 484.72 2.0 483.81 483.81 484.72 3.0 484.53 484.53 484.72 4.0 487.86 487.86 484.72 5.0 491.71 491.71 484.72 6.0 493.91 493.91 484.72 7.0 498.42 498.42 484.72 TRIBUTARY 3 1.0 475.11 475.11 477.76 1.3 475.11 475.11 477.76 2-8'x 4' Box Culverts 1.7 477.31 477.31 477.76 2.0 477.50 477.50 477.76 3.0 477.52 477.54 477.76 4.0 477.91 477.71 477.76 9 IV. AS -BUILT RECLAMATION PLAN The existing Creek View Addition contains 119 residential lots located on the 49.56 acres. Forty-two (42) of these lots are adjacent to Grapevine Creek or Tributaries 1 and 3. Plates 17 and 18 are copies of the recorded plat for the Creek View Addition. Plates 19 to 21 are topographic maps developed by a field survey of as -built conditions for the Creek View Addition. First floor elevations of the existing residences were also field surveyed and are shown on the maps. As shown on Plates 19 to 21, a combination of fill at a slope of 3H:1V or vertical retaining walls were used to reclaim the floodplain area. The floodplain reclamation report of November, 1987 indicated that the use of retaining walls could be at the discretion of the builder at the time of construction. Before any fill was placed or retaining walls constructed, the toe of slope for the proposed fill was staked in the field. This became the outer boundary of the floodway easement and no fill was placed within it. r Compaction tests were conducted on each lot as the fill was placed to ensure compaction to a minimum of 95% at optimum moisture content. Appendix F contains copies of the compaction tests conducted. In r accordance with City of Coppell criteria, the retaining walls were designed and sealed by a registered structural engineer. Slope protection of the immediate channel bank has been placed in areas of erosion. r 10 r -- k 1% 2000' r OR St IL N Carrollton s ,r:. � • t f� T W \i - �' Z- Nord Lab I P_ROACT :. "'.• CLCY $1r --"LOCATION �! tart r•o , _ '* • �• ,,. _ /,, c / ^ '• 4114 ... ...... •:Narttr'lEak/ :piAi" •.; : rat . •. ? , F n .� ' .�) K.L � � 11 � :4• �ti %•��X: /` a5 •� i 1 `I(' i ""�A• 1 •`�/ ` l ±-'' D-V NATHAN 'o. M AIER PROJECT LOCATION MAP CON[VItIN� [NOIN[[[f,INC. CREEK VIEW ADDITION sstf M.Caa,ra) [a..,,, f.�,. s.f COPPELL, TEXAS 21 0.11... texas Islas / rflsl ,f,- 4711• W ...................... ............................... 00% .................................... ............................... . FLOODWAY 472.58 : FLOODWAY d ............. .._.... .............. ........ .................. ...... ................ ............ ,-. 474.34 +' N OJT ...... ............................... ......... v ........ . W +, d W 0 0 �o ................... .. ................ ............................... 0 100 200 300 400 500 600 Distance (feet) Section 0.6 o ................... ............................... ° V) a 1000 1100 1200 1300 1400 1500 1600 1700 Distance (feet) Section 21690 FLOODWAY m ............... ...... 477.37: ; 0► W " o O . ..... ..... .... ............................... d W ° ....... .................... AS BUILT CONDITIONS - - r GRAPEVINE CREEK CROSS SECTIONS CREEK VIEW ADDITION ° COPPELL,TEXAS 0 100 2 300 400 s 00 00 Distance (feet) Section 1.0 D NATHAN D. MAIER CONSULTING ENGINEERS INC OESION W= I WA I XWE X8 M M E NDM 10 /92 87 -06 -62 2 C3 V) 0 0 V) 0 o� r n -f' N Oi 4- v 0 C m O 4 d d W 0 N It 0 �o r 0 V) r Section 22600 AS BUILT CONDITIONS GRAPEVINE CREEK CROSS SECTIONS CREEK VIEW ADDITION COPPELL.TEXAS NATHAN D. MAIER D CONSULTING ENGINEERS. INC oElION OMt/p DAN 9MME in NM FM NDM Fl 0/92 87 -06 -62 3 C3 Ir% 4J do C: 0 4. d LLI C ' , 0 qp 8 V) 0 0 . ........... 1-1-1-1- ........ ........ ...... FL06DWAY 482.78* ................... 0 d > C3. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LLJ 0 1000 1100 1200 1300 1400 Distance (feet) Section 23900 Section 3.0 Distance (feet) Section 2.0 n ........ � .................: FLOODWAY C a l l 0 _....... : ...... ....... ............. .. 484.14 484.74 N 0 ar 4- 4- .........: ...........................: r ........ ......... ........ ............................... 0 0 C% d W : : : : w c o .................... . ... ............................... i. ................ .. ......... ................... + 0 100 200 300 400 500 600 + 0 100 200 300 400 500 600 Distance (feet) Distance (feet) Section 4,0 Section 5.9 0 M ............................. ............................... n FLOODWAY + 485.34 v 0 0 d w : : : AS BUILT CONDITIONS o + " " .. ' " ' " " ' " " " " ' " " " ' GRAPEVINE CREEK CROSS SECTIONS CREEK VIEW ADDITION COPPELL,TEXAS NATHAN D. MAIER t D CONSULTING ENGINEERS INC 1000 1100 1200 1300 1400 1500 1600 Distance (feet) oEVOh DOW an erxt aas Na � Section 24930 NDM 10/92 r : 87 -06 -62 5 0 0 tr► - p 0) v 0 ip CS /N +) OD C 0 d > qr n L 1400 MCI 1600 1 Distance (feet) Section 25085 0 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Ln . .......... ........... . FLOQDM ..... - 485.40 'K7 4.. 1-0 C2 c: . . . . . . . . . . . . . 0 r. . . . . . . . . . .. . . . . . . . . . . ........... p is 1300 1400 1500 1600 Distance (feet) Section 25135 AS BUILT CONDITIONS GRAPEVINE CREEK CROSS SECTIONS CREEK VIEW ADDITION COPPELL,TEXAS NATHAN D. MAIER D M CONSULTING ENGINEERS, INC DESWI OwaMN DATE xxE im m PLm NDM 10/92 87 -06 -62 6 WA%W Distance (feet) Section 6.0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . FLOODW& ......... ....... ....... .... . ..... ....... ....... ......... .487.19 ............. 486.16 'K7 4- 'K7 4- C2 CO 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 w . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . d W LLI LLJ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 900 1000 1100 1200 1300 1400 900 1000 1100 1200 Distance (f eet) 1300 1400 Distance (f eet) Section 25185 Section 25235 AS BUILT CONDITIONS GRAPEVINE CREEK CROSS SECTIONS CREEK VIEW ADDITION COPPELL.TEXAS NATHAN D. MAIER D -J� CONSULTING ENGINEERS, INC OEM DPAW OM1E WAU " NM FVW NDM 10/92 w" w 87-06-62 7 I W%�w O IA -I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o T v n Oi v v 0 C W O -p d v w 0 0 ' p -1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . OR ...... .. . N 'I• '......' '... .... 0' / n v v 0 C W O v a L 900 1000 1100 1200 1300 900 Distance (feet) Section 25280 Distance (feet) Section 25325 1200 1300 AS BUILT CONDITIONS 0 o . IA 00 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . tr) 777 FLOODWAY FLOODWAY 0 . ....................... 487.94 ............ 0 . . . . . . . . . . . . 488.11 . . . . . . . .. .. . . . . . . . . . . . . SZ Q$ C O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 01 M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 > ci > W r . ........................................ r - - - - - - - - - - - - - - C3 %0 800 900 1000 1100 1200 Distance (feet) 1000 1100 1200 1300 1400 Section 25375 Distance (feet) Section 25421 AS BUILT CONDITIONS 520 520 TTTTTTFFFI I I I I T I I I I ITFTTTTTTTT TTI-1-T-F-FT-FF-FMTFP-Tl-F-FITTMM-FTTJ� I 1 � i j � � I r � ; 1 � � � 510 510 ,_._ _--- --�- -- - -- - - - -± t--- fi 0 � --- - -____ - 0 500 P; OJECT LIMITS 500 ; R i i I I i , � � j I. I i 490 A 490 < 0 i 5001 YEAR ELEV#ION o > 480 i 100 YEAR ELEVATION - > 480 z r — _ 0 el - - -- — � 0 50 YEAR ELEVATION W LL- z Z 470 10 YEAR ELEVAT16N 470 z 0 0 0 < co— N N 460 ON to ew QD 0 clicolc4 C4 - 1 -- - - - - -_ 460 q 4w I 0 0 J I 1 � i � I O N7 C4 N I 450 I ( 0 0 11111 I1111-d 450 U11111111 300 310 320 I co ,— i n. N N ol to I i I i - AS BUILT CONDITIONS 440 c; 0 440 GRAPEVINE CREEK PROFILES CREEK VIEW ADDITION COPPELL, TEXAS NATHAN D. MAIER D M CONSULTING ENGINEERS, INC 430 Rill 111111111111111h jim[mim 430 ---N 190 200 210 220 230 240 250 260 270 280 200 DAN SCALE im NO. KATE 180 NDM 10/92 *r 187-06-0621 10 DISTANCE IN FT/1 00 540 PTJ I I I ITI T - FITTJ - n - l - l - T 1 T TTJTT TTTT -T- 540 -]-FI-TTTJ-m-1-�FTT-FTT-l-q - TTT - T - 171 - 1 - 1 - T - F - FI - T - 7 TT 530 530 � I I � i � I -4 i 520 0 m 1 EXISTING _ RAILROAD 4-L. & T RESTLE SW 520 510 ca - 1510 < 0 0 > z 500 LLJ ------1500 � C z { � I TRIB. 1 1 00-YR. E4'EV � i � i j --4 � w tn - u- z z 490 5< Li RAPEV INE CFK. E.A. 100 -`R. EL 490 z z 0 0 a � ; I I i I a W W 480 4 80 470 .. - - --1— � 0 --+-------------- r-------------- �------ - - - - -- lo — i - -- ±----- - - - - -- I � 1 1 1 1. H 1-111-1 1 Lll I 1 470 24 26 28 I AS BUILT CONDITIONS { 460 TRIBUTARY 1 TO GRAPEVINE CR. CREEK VIEW ADDITION 1 1 I I "-A 450 COPPELL, TEXAS NATHAN D. MAIER D CONSULTING ENGINEERS, INC 450 1,-LLJ-.L --N 0 2 4 6 8 10 12 14 16 18 20 22 DEM DPAW DATE SO" im Nm PLATE DISTANCE IN FT /100 NDM 10/92 V^W 87-06-62 11 530 �]l lFTTl - [l - TT'[llTT'[T'F[�l'T|T] - -- ' 520 - 51O bo CA 500 48O z Ld z NE R 480 470 - ---- -- 460 � � � _ 450 �____ _ 440[DJLILU 0 600 700 DISTANCE IN FEET / ' i � | ! FT-TI - 1 TT | � / []44O| 530 � 77l | -- 520 510 z 480 z El 460 AS BUILT CONDITIONS TRIBUTARY 3 TO GRAPEVINE CR. CREEK V|BN ADOOO{]M COPPELL TEXAS N '°~''~" in NM PLAYE 87-06-62 12 O v C3 C �. O d N W 0 n v ar Ol 4- v 0 C m O d W 0 r v 10 O Y Q/ Q) 4- v 0 C CO O� d D! W 0 n )0 O 0� V 0 C m O ip CS _N W 0 n Section 0.1 q m ............................. ar o, t C O i' d > m W 0 n Section 1.9 10 AS BUILT CONDITIONS Section 0. Distance (feet) Section 3. Distance (feet) Section 2. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -p W .. ....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - i6 — 8 0 487.86 . ........ 0) to ....................... ..... Cs W Q; C 0 491.71 OD 0 100 200 300 > 0% . . . . . ap V . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DistQnce (f eet) Li Section 4. C3 0 100 200 300 400 DistQnce (f eet) C2 Section 5. . .............................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ru W) Ln Qp 4- 93.91 4 .91 + C 0 > 498.42 . ........... .. ............... C . ............. 0 ..... . ....... LJ w C2 0 100 200 300 0 100 200 300 DIsUnce (f ae-0 DIsUnce (f eet) Section 6. Section 7. AS BUILT CONDITIONS TRIB 1 TO GRAPEVINE CREEK CREEK VIEW ADDITION COPPELL, TEXAS NATHAN D. MAIER -NDM CONSULTING ENGINEERS, I C DESM WWI M%W IWAMI JW NM I PLAW NDM 110/921 1 4 87-06-062 1 I 0__m FLOODWAY 7 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 477.76 475.1.1 -p Cr -- 0 ---------------- 0 50 100 150 200 250 300 350 400 450 boo Distance (f eet) Section 1. Q . ................ ............................. . ........... .......... ........... 477.7.6 477.76 477.31 475.11 4- CD CN o V . . . . . . . . . . . . . . . . . . . . . . . . . C2 C . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C11 > > 0 50 100 150 200 250 0 50 too 150 200 250 Distance (f eet) Distance (f eet) Section 1.3 Section 1.7 AS BUILT CONDITIONS TRIB 3 TO GRAPEVINE CREEK CREEK VIEW ADDITION COPPELL, TEXAS NATHAN D. MAIER D CONSULTING ENGINEERS, INC DESM DROIN om SCME JW NQ, NDIVI 0/92 ` 4 w 87-06-062 15 Vol-W C2 T d n i' OD OJ d N 4- v C O d > o N v W 0 �0 d Distance (feet) Section 2. o, 0 d W • o ' d 0 50 100 FLOODW Y .... 477.76 477.54 e 150 Distance (feet) Section 3. R V a, o, 4- 0 C od C5 N W 0 n d Distance (feet) Section 4. AS BUILT CONDITIONS VOL. 77229 PG.0998 ----_ ___� �� NORTH LAKE WOODLANDS Ii I, I I FOURTH SECTION - I I , , I I I L�10 N 03 14 44,7 '� If-034 U6 IN Ol , 2 : 43 , 5� ;: 7 - IA�X � ti 16 _I ----- mv 118 S '!'- 02' 1 ,I 344 L1 III 06' 26' W �, T, 62 � 9-5i L51 N j� 9 - 19� 1, 7 V 2' . 3i64 LIR I 1 ; 10 ) I �q . ,� - W - � : '5 1 - I 1 2�, , I IN N 6, * 05' 46,6' F, V t4o` IlIa N �4* W 40, V F, ;4 0�27 L�� N 48: 54 " 40� 1' 1; 126.9521 i's a !4 3 ' 1 S' 46 4� F, 2("11, 'i � 17 __ - I -----_ / / m��,4 1) _____ / �� k , !A 28,� ": , �19 S 53* 0 z1,1 F, III 22io L513 N 47 44 1,4� V 39,9462 I199 N 21, , - ___ -1 ------ ' i 18 I'll V v 11, ,.O'� 19 1 18 _f It 1 200 I.2Q S 1 53 i6 7 E 92 5'" L% N 37: 4 42: 1 r i� 1085 IL90 N' 10' 43' '7.5- E - ,,i 14 � , , 0 $961 �, - O`K�o - - - - - - I ----- I ------ I / / / * ____ � __. _77�_�� ,;7o , __ - 0 IAI,, �_ 100 L21 , S 8 � 6: 1 , 8 , I,* F 3�el 25 tz s 89 0 2 1 1,0 1 E Z5� L91 N 2 49� 46, i 4 21 x4l% __ - -, _� / WC& 1 50 � U 2 L54 9 29' I I' 46.4' X 25�, 3200 Ll`2 - - -A - -::t - , - I . AE7r L z , N 4 l 47 20 8* F � IA41 __ ___ - --- 0 7 7- , 0 *14 1O* 21 18,4 E 37, 14I6 - I I I __ - - k I VOL. 74189 PG� �1387 �50 , j04i' L38 N Is I 11 I7,9 V 17,7756 L94 N I ll: I4' ,',' . 2 - E 21,69,,o f / / I __ SC � N V 39 3 It, W ?4 4654 07 N 04 * 50: ,14,5* E 1 �6295 1,113 I` 07 ' �f` 4 2, 1* E 29,4P'Ir� - -_ --- � 13 / 75 � U N a 21 1, 37 6: I� I i --- y � I , , )i � ---- --- / 2_�5 ALE I N FEET LZ15 S 'Is * II0 1 40 , 11 F 4sw 119 5 N 27 4i , 58 O' V I / I I U 7 s ItO 21: 28�� F -, ,,,� 6 L60 N 2 : '9' 44, " W � t 0006 L97 N 21* 01' 44, 1* E 14,0.2AS ___ - C) 0 '� I � I-- 1 20. R03�� / _� / .43Z A PHIC I L_______�1, - 1 8 � 4 _3 1 t Q f, $ ��: 05 � 5 , - E AI 9 ! I`i3 1- S W 10 fl_" A. 71"�985 L5 N W 43' �4. 0- W 410 � M9 ____ _� I '�, R . m 3� ,-_ 12 / 614,-" ' i U S S �9 �e� 2 S, I' r, 41 49II A- 1 . 1� Ll �4' �4?, I v 37- L98 N 47' 14' 17,5* E 10, Nit I I � ---- _/_� --__� __�� I SS , __------- ___ _____ , , � 29 I 1 *_ ?S �, 32.00 1 1,29 S Ill i2: 57,2 E At 8229 1A N 43� 57 1- "I B 26 4 , _9 Q 9 01* W 15,8* E 24, U 208 I / ----I-, I I/ THIRD SECTION __ ?,IVE 9 00 7 > z � __ / _____ - I I _ 0 __----- 9� x z i . 1 �1 ;I N L32 -i 73 $1 �,� F 71 ?352 , P , , I IN -q,o, 116S 5 78* , I 5 56 � 8 I,z 71, L102 N 08' 31' 34,8� Ii 16,4-11 I J` _< ____ V \�� " kk /'N . 1.1 I 'S 5 , I 3 U, 2* E F6 � I L66 N 72 W �2,6 V ZII, L212 L103 N 44* 49' 12,5- f 24 � 17�gi / I I i / �, 10 I Z �. , . -, _______� � , 0 S 14 1 1 0,3 E SI,W�3 Lfle N 06* O! 1 29,5 E 17,M5 I V el i'� 1P \ 1 U7 N 31 , I 5 17 9 E 40 � ill? L10A .4 14* 11' 47, �' E 19 � 1086 C� K . BENTZIN, 13 $ 21: 0e: 6 �, E 86,101aao > _�_/___� ____ h> L30 S 6 a 2 3,0: E ?6 1 1163 N 2 22' 44, 3* W 24 'i6l Ll 00 X 38' 19 1',,�,- v 11 � 99,0 / / 0 rmn / / VOL, 77019 PG. 2145 1 k��_ . -I S 8i 01 , "I E 59 L64 N 53. 05 I 11 W 129.3590 L N 07' 05' 59,5' E I I �_� F Vi � , " . 33 � MAI 21 1 / / / / 10 / tx � \ LIOS N 1 01' 5�4 W 47,0436 �p I - ,�� 1- 1 i36 S 6h 1 1.6 , $,I , t f9 i050 U9 N 70: 58: 'a :!* V 22 � 7 140 1 - L106 N 78* �&O I I�I, 5 E 31.gtQ6 1 / I ----_ �* CPIO 11 BLK. I \-, , . D� I / / --, / � I � I VOL�83245 PG 3067 PC P, L37 S 80" 1 1 , I tl - I * E 134 WO LN N 00 48 �6 ,* E 17,9804, L 107 - 01' W 20, 3' V 17,4060 / I / " 1 BLK� " D if __:,� - - - I-- 9 / / 1 -49 24 38 W " B" \ � 11 - 1,3Ai S 14: 03: 0,3 E t6 , 0933 t7l "' 19* W 34, t' E 4t, 9318 L108 N 06: 13' 1 E t4 �69'3 / I I - - Y_ � � 4 z ,IV 1 412 56,3 E It 1 9 1 4t L 2 N $4: 4V �,O* 9 �1�11,',l LI 09 N 20 59 51A. W I , I 7, ISTAI -�� -_ () 1 2 1 1 1.4` s W Ill 4,5 W I., � 60 , 3 N " 09 * 3615 E '37 1 11 i66 70 li�� ---_,: __ 155,02 1 I I I'-- I _ i 'A i " 0 6 SA t I I __ " " 47 C,145 1110 N 25' 47' 56.1- V 83,2-�76 1 / / --.z __ 1, 5:i 4* 3 , - - / , 26,51 E iA, 0 'Q I I �� 1:� 1-� 46 V_ tQ i � ,/ - L41 N 12* G 0 L74 I 73: 00: 42_0' 12,$120 1,111 N IO' 93' 51�1- W 101�5826 1 C I . , 16 - - I's I � _� - L42 N 4 ," 01 10�5 & � 6, 5 2 ,4 900 I.— N 33 26 1 9 5* 1 11 / > L__ m I' ll - . 15'SANI, SEW. , / / , LI 12 N 00' �V 57,9' W 44,7601 - / AtIi -je- ,-,C-__� n I ANI, I ___ 3 IN oil 1 7 5 W ' Lin N 14' 34' 20, O' W 28, $A3% �� i SEWER ESMT 4 11 f - -, � I 513 V 39 � 598 11?6 54' I 2 8 ' JI 51, 1481li, A \ III 7 N W 26 '9 \�� i I _Sm � ___ 4. W 56, L114 N 39' ' 21 7,0- V 16, I56& ,� 1 - IES - 1 7 �� I, I -------- ____ , 99Itdi , I I I --,, - I 1 18 N 97* 03* N , � E 6 I 0�, I I N 34 00 4, Z. V 69 � 0411 ---- 0) ____� � I - / � , I / (_ I 0 0 � --- 54 -6 iv P *1� ,el� - I 0 / I ---_, �1,79 N 00 1 14 , 15 '- 1-�i __ ( 4� 20 11 � � �ze ,4 CD ____ _____� � � � -_ - __7__ � 4,� _ - x LI 16 N W 47 5,6,8- w 7t;,, I uIl, 'I I __ E 13 � 04 x _ / 5 � _ RAC - T lo6z __ 11- I A BS t - �_-_ _ -1 I 1-1 --- I 4-,------ < ul I I I \ � - -TR - 3 -- z 31 -I I rn C -te, 11 _� 12 L_----� "I I 1 1 " < ;Q 0 5 1_; \ / I ----_, I I , ACT '_ < ,6 ,<; 'tl - 11; ) I 1 / NORTH ii:ii; 1z I W. T. TROTH �I 1_.S'_ _-, �, 1_� - // 0)/ \ b 0 - ___ I - - - it� S 6,9- z/ --�, --,/ / / ---- ____ --,� - I SO \JE - �. - 1 I20 R. I'- - ,_ / FIFTH SECTION 22 /0 15 roll- - 1-- , � E a WIL IA � N Z I � 1 � ____�, / / �/ (UNPLATTED) 7 ___ I .8'5 � '� -11 . , I 30 DRIVE cc \ I S 51-54-16/E I --- FAR Y, SUR C3 3 Z I � �_, �, "I VOL.78238 PG. 2026 -a, 15' DRNG, \ \ 48.69 1 ___ JA G. -AR z z I I I - 4 / / , / / i � --- - - - _._�, - _� ____ -- - - �, I - -I -,,�� , �k- , _______ ESMT OL, 68041, � � ,-, � / ' i __ - - \ I '_� / F__ **_�� --- -3 - - PG, 26 � ---Z \ II 1,,�/ 6 \ / " ' I/ I I - I --- ---- ---- _1__... \\'. - � / i I I -------.--, � / � I " , ,� / I - 4 1 1 0 - \(S) ' I "`� " 29 1 i t I - > \ .. \ 0-* __---- - - , ...m - I - . �� , 1 3> 04 _ 0-17 15 , 8�5 � 0 :j A / ,�, " I ---__ x F_ 9 �_, * . 9 5 � I -THOMPSON Go ! � 8 � �� WILL[4��G ' 0 N 1 t- W i ga 1 4, o) I C / � __ 'FAA 1 % �el (�-' ! 0 1 1 al 4 / I � P 69. '. - 1 - 07, * >, 25 I � 26 1 � �< �-, ,--, I / 4 r---- Is B9_ 73 /t k '. , I L L27 I , � � _j 2i.9.4 � I / �> 1�> � I 6 'IV - 28 1 111 - re, ,,9,9 �0611 �/ � /11�3 1 * (11) __ 0 CA 19 � I I /,' , '- 'O 'I /Y I I x �, _1� - 99. 41- ,.,- G (.5 3 I �� I t.0 �1 M I 1 36 Poo I z 3 - I " IN I 7 )? �, / -- 27 1 e I I ��- 1 '' 7 I;? ! � ,,, �� " �- / -1 I 1 �P (ji 3: // �___ I---- - j 26 / / -4 1 --A - 2_7 Z 4:3 4 . � 1 I � � .- 61 1�01 /,4 1 IP � I N 7 5? 5? / �_ __ � I S. � I La CA0. � t7t:z_il I ,� 16 8.3 * " I , � A. � "I - _i'�, I I It I lt -t- __ __ I 0 1 - co _11, S,�O_ - 41� /f,/, I / I xl� I 11 I � \� / / - __ I i 0) , CM0 ... V � \ / \, G, _____ I �D i I IB B-39 4 _ 41,V - \0 , 17TI _� 20 " S NI. 25 1 24 / tA \ tA , \ -A " , i I SEWER - \ I if., *�',' 11 I __ N) A A _52 '�, Q) I ?`� 0� '! N � - � I � -1 11\ C�l 'I �\ - AD \ " L '0 I ", - - 1 2 , 13,71�A A� - BLOC B I , / / _:E:S , �., � _:M� - J / / 52 � 1 3 4 � " "U � � \ / / , __ I 0 , " � , I I i �_;, / , � \ (:)� I \� -,-.-- Z -�!', 41 2 -- it 65r IQ' " - "I il \ cy l�\ 1 � 'IT I ' �� 0 � rT1 l / I I I - / �, >_� �_ WN. t'A7 It, � - M IN. I I". �!LO MIN. FF e; "), - _Z:4" . ,I---- �,3 / �"(, / __ __ \ I 1'�� , I � I* 01 , 1 / - O i i / _:j ,�, % 11 1 1 1 � 6 ,I' , C's 16 1 � - nA _� Ol- 482. r. z l __ -4 �T �_ / _� 0, , C_ \ _ 11 I z 48L7 �� MIN, F F� I _`11) L 104 L 1111 ' 5,!,� ' I" \ -, ,,, I I I 11 , %,, � 30 , � ,,,/ 45 , /P/ I � - m 0 -�, ,�,'I "' 0 -*%JMIN, FF 1, ��o 1 48L4 MIN. FFII t - " __ � z � I m� - ,� \ - C>"- ,;� , / ; 1- 0) , I - _ 8,,[)G, t I I I "t I / / � I - _� t ,� U `I I ""O 1 / 1' / / C" , � 4 A (�I i 6 11 \ \� � 48L0 Q 7 / , I r-j I C' , 18 / -- k,� 483. - i I I �,� 0 1'/ / I - "', \ 1� " 38 - ___1__81,3a__ I __ I, I 1) '0, "/ I ,/' ./ � I / lU , - ', 1_3tz ____ '��o� I / , t; � I I I i� _> � , I, I _ I Q / ", 1.), I , I - �� P - El I 10 � _!__� ' ------- I- ,. 14 . , 5, TAJ I . ,�, /S ��ii r, I - ,-, N C) � 60 ,'� . 3�1 , , , , '�' I � I it , -7 9,j - I I I , / /i / � % t-, S11-14- E -5OI %, _1% _ __--r 1 .�4 T�� ,�, ' I 0 / � / / /� '��\R MIN� F F� ov, __ �_ 1 �$ I 8 "V , 2 0 � I 1 ;1\1�� 485 6 . ��, I i O ,�, '0 MIN ... "\/ // \1 i I X I .I I __ 1 I \ 426�77 I I i -_ - �_ , :� � , 1 I 1\' 11"11 � �:�e4�1__ ,// I - (U -1 _1� I � I � "C, �400_ G\J t,5, 'i')t 480�6 I'll) � / -" / " � ' ' RETAIL , \��P, / -TRP'C'V �'t;� , P Z� - I \ ,, 60. , ,�, 1054 --------- - - 9 \ , il I P.IB F ./,. P,B --------- �, I I 5� 8 �-5� 1*� �� - __�_ , I ,�' .i "',I' \ , . � I I , I - ,\d 2,5 011, V10-- --- -, 0 _____ - ___1 11 I I N F F " � � A Z I - ( SV / , I , �O �, I // I _______� 11� , � j�,;��56� _ 11.41, I - i R',i %" '0� A' I L 8 - 1�1 , � ____, �r ,( LIAM G. THOMPSON 1(9,\7 � 0 , / , _r __ 111 IAA IN. F F -5 80� I , 9 IV I /�/ I �, , __ 13 - Up,vei - I - , �� ,_ � __� 6_21 "-fam- _� ,---, > ��,��, N � // I '100 . !\ 57- 29 E I - '�� I) . . . . . \) I - V � II �.. / 4 � i ,� eo N , Row - ?,N!E"1t 'If eL 485.9 \ C', ,� , V __ 0 ��_-34�0"- S ,p 5- 60 t 1<� 4 1 ... 1� , �\� � )_ I _8 18 -15 " DRNG, 1%, " ! "(I N v , , C* I - Z_t5m,. I - -_ 1<��% - jd-Q *V� / - __ � , , - - ?,?, v(7 ,\ ,1�96_ A 11 I 1:�� 10 I / I __�- a - " - - - I ;� A / �p / - '�__ ______""' __ � qb- - " "? 1 � I I 11 I � I - T I� I I NT I "� - 1� ",/-,- ", - - --- L 37 i t A � LIAM / 7 13, 9 0 _-�-- - 4 - , YL �, I '� I _" -1, �?- ` "I ! �!4 ` -, 1U., I ____ I * t Z *7N'N$F ", � , li I 1_�� 11� <� �� -T1 " - --- . __1 iE It, �, I-- i 1� 3.78 � - �' lls _�50 - � - A I 4 '9, 11 & i N 89 Or ,�_, '.1 I - ,,--- ,-_-,,1-9tn,A,LVT'1 ,"' - �-' 0 4 � 4 �r, 1 z> , I - \11 - /0 CREEK " " ,6 I- �V , i -4 1 I�t S 1`9 L 2 .�'I- >�_�, , <1e In Ili 0 I ___�� L 2 _ - 2 \ -% _-�s 0 )i 1 'r) ' tI / R-1- --I _76o I I / __ _+� I Q) q I � .0� I N I .,* � . � : � S � ------ v ur`5 � 1 A- I - I � -.tAa / - - U 91 0 , 1 6,_ �,, �,,- - i> / I � � --- I . � I 1 ';� A� b 2i 6 0 __zl U , / 134,e,3 � - I t4 � - I I I I � :�> - ;-I- ___1(4�� , --- I I I � � . " - � -_ , 0, -7 I, I,� 1 I � , � �!____ , �� 80 r7 ., I X � 1�_ . � -------- - "I I -,� WILLIAM G. � ?0_95 1 k :3 0 J��z O 'Ij � t � ! / ff IN' F F /I ,,� - � 486,2Z' ,tIo I ,;:�'!'�,,�, j , �� I ,$I I / IGI / 11 r- ; 91 m I N 11 r� " I --�_- I / ,�� , : ,�, - - 1 4,4" `:� -1" I � I 11� 1�0�1 ,"- � - "I Ij �) 1,� 1 " / 17��!P-4 1 / I ot � - " �i, t - 9 1 - ,6 _---� ,Il� 1< /_/_� ' P ---__D:=, Q THOMPSON - __ � 1, Q �, I i f) K - .14 1 . " I - ;z! - - z I ��,�, Z�� - z % 1,� 'Lli - - 1, I I 1-1 � - ,I 6 � '. IN, FF , ",_ 4I '4, ,Iaoo, I I �� I- ,4_",� 1 /I - llv / � rn� VV 11 � �1�/ t� 1 Nit 4 8/ 0 �, ! I I ___ - , I ", % �,- - _�� i,,- 1 �� -,� - J * i � -L - � I, / *4 � � _j �5� "I , 2 "I __ �, !?",D I I - i --- i_ - "I _�_,_, /A? -- . ', 1, __j i L__i i -�---, , / 711� � ---------- _�� "I I I 'I - - ,�D� .4�8,6- 15 �p_ - �0 'r �_ ..L A / f 'I' 1�lz -I - 21 e�, � __ l zz� , � 1 / I /":i 0 � I Rz 25.0 Z ( � r I �P" " I , p I I �, _�, (3) t / 111. 00� .,.� I ., .............. Z CA 1 1 T z 23 X0 - _� -4 ho I . 1 1 _', �_�, A � U I I y 11�&� i z ,-I �: 1 % - I � 1,t &,_>_12 V; ,- �, " , bi� 4 - " - - I I )4,4 , ��S88,44-IQ -_ - _)`6 ' ,,� �-��- � ;�, I -1 7"' '10 1 � L 1 0 r - ;�� "��P' I - I" __� 'n � 1 481�O " I N wu , ' C' �4j� - ____ /// - � . 1/�, f;__ '' - �� N 11�) il , 11� I 0 �1 _,- '. "�i PA �I I _" l - i , <,�< ( �5' dg&;�� - - � ,,-- - � !�_ I ?- ,,-, � I �,, , , , 'I I P 4 1 1 11 . 148A7 * � ' _ , 4 N 8g 48- 1 �7 � , �N MIN� !`�F. , _, _� , , � - � I I I , 7:1�1 ,V� %zmmmm� 1,4,V 8 7 --- ' - - . � 0> ", I . I 1 P "'p - _� F ,-, W -- - ___ ___1 'Ppy- �f -1 , V &V__I� � ;5� -- - ..0- _N ; I �v I "I'll - \*- I-- I, 6 e �_ �', \ ,� ,?,, \ � " I , , _ , 4- 11�, _� _ _ " ,� 2 0 �S�1' � , / I . _4 � �� 9 , ,� , A � �, � I , L. �__ � I � - - T, �� '� � .11 1 %- H2" �,� I - �,� ,q 487�9 r ,:- 11 � �', i ,L-" _ it , t q! Ily 4�7 7L - � - - 11 , , " � 1� 0 i I -IN 1 1 9 _� `�' ' I I �, lzll��_ - ___ I I / ,�- -1 **%. n 'y / 11 I � t , x 1�. , I 01 0 I , , Z) e,,��"If I - __� I 11 - ,�� , U ., - I I IQ i` * laFo f� �� ' T A V 138 o5 _ 0',z - 11488"��-___ 1 / � - MIN FF '_ I I -14 _ I , - 1, - " - / j,p M IN, F F , �Ifa f ,Z 'C - s <�O, I I I,— � __� , " �R , f " ,,,, A, , _� 3 � �� ,-,--I,'- -, \, - \ IN �> I ,:� /' ' "_ - J,v 22 , O Q , ,� � 11 -- ,-� , 0, , 1 � G, � '�`__0_1'i � � , I, 1 =:238 _,*� - I" ;� � f " f , k I - 486 _9_ 00 A , � �,��,:,� * I *%\� , - I `<�-4�� 1- u' /I ,__- ��,, // I ,�� _, C _,� k 11::z:P, I I 1� 11" _**,4 1 ,�� 1 1 -,,�� E� � 'I,,, � 1 1 L , l x " Z/ I 011 Q"- "') "I _!�� 156 ' : 61 � ' - X \ I // , �;,v I N, F - , I I 'IS' , " _,�, I , I'll - - � , t, � _r V() 4. �3751 <,�� 6 , 04 ,- , 4� "' _q MIN, F Ft��' �9. 1K , � "mmm. "-O. . ", 'e, 0 0 MIN F %,,,I� , Iq -_�, 6 . 6- " , - ,��', 7 "I 1,0 t - 1 1 � S � " i5 ct,", " � - I I;�l ,�-, t�'; _�< 2 I ;�\ , \ - � 1 , ___ ,-.-,�------,.---"----- , _ - 6 1 1 , I-I -_ , *%%6 11 4, � �� 0, ,� � 0� k 10 - �� . i 0- ' � � I - � t l� � 4 , I- I I (AA -, ,I/ <',7 - I 1, , P * � �1 I Uj 1 � , 1 -" 6 1 - r' - ,30�00 1 - I _ � I- - - - / I ll" 1_� s I LA O, - I I VN ��Oij , I � , - -- - , �4 - "J7 . Ik \ \1 � iz�, Z), � "� - " '-&- ___ - - _`[�, z .. �_--- I I - �, 'I" _ � 11 3 _,_� �� C �� I "� MIN. FF L , I -, . ( PY , , , AV NN I V�� , AIIA � - �-: -03 - Nq 11, _-'%'__,[,f_j49,66 __j :��; f Ii ,OMMO g� 0) � ,�,_ , , � _ I , �"_ A I - 41 i�, - � 481.0 r5j AREA I I - , I ""/ I I ' I' . _ I � : � 7 8__ _ i 1 w 4 _> ' <��7 e '�/ , - , �, 1 1 P ,\<-, `��, 15 1-1 z 120� -, 1'�5g 2,� _ " -�n oi : 7 T/ /� 4 --, I - - �a 11 I f 1 1 I- If '_ ,< I 11 �', 37 . � 12 - _--;;vl O, 1 ", - _� - __ I '!Ir � "' 5 ' / ,\, - _�___' \ , �"\!�I �-� 'N� , �� J qP // 7,s�,q N Z� , ,., \ I _f - , - , �1 I , ---------- �_ ,__ ' "' r I I , - "'b", I ,.A ,�� 5 _ �� z ,�, A;� I I- - - BE �' i � --' I V / -- D! 5 �729=44- - -- cl� I � . � 48T 1 . \ 1 7- 0 tj . I �� I I - f F 14 ,.� 6� r,� �, ,0. - pt _, I CA m 0 _:�- IN A I _S� _�' �0 I _,�, t - � " ,," \ / V I U - - � - 4 _88 -, + 1 1 , I Q'I - F F ,-' � �56 � _�N Al "'"* \ Z'\*q� V� 't "C', , '4' b eq -Li, I z ___ ,�) F, - �L_ 19 /11 / I 6 , V., " 1�-'�' V 4 ' 486� 5 14�1'� ' 4,4, a C,-A I - 1 6 ,0- i,Ii I 0 1 - IZI- , - 1 11, " A - I: ,I I - � , , 1/ M I N, F F , __'16_ 4- I—' 1�0_ ,��, �_ q , �' - , 1� �'5, � I lA 0,11 I !�j 1 1%f ") I - , �� ; 6 "' �/ 0� 1 1 ,."1 - �, , , I � ,-,,, I --<� ' 8 . I I A0 I 1_j I _;7 , 1, 1 _ � N\ ,� V , ,P � iL- i t L A , I 5 481,3Z -_ " 1--00 A'A 11, I , , 40� - , I ,��,- I' \ \ -.- 1 1_� -s- - , in * �m ! I - fjo , - I , - , , , I 6 --,, ox- ,I, ,_ I __/ , � 111� 7, 4891 �,3 "I ?,U-' - I t � j � �� (j, I W � -, , , I- -5 - - *. , 11 __ ' 486,9 A 1�� 1- 1 7- " 0 � ,�,,, I I , / IN N%X - , - .0� , -5 , \ , 1. lo - r /_ ') 'v 11 I / ,��/ -- 1,'�, �,� ' 11,�i "�, * " �() - ! , !� 5 \V x\ '�� u - - 1� ,�, I'Ai I � �_, 6" ,. 4I: �k _ , _��_ __�7 ' l- �' I , � I� __I',1_I�_1'-,Vi,�1 \ �, � S C '0 C I ,_ - I,- " Z ,- - I , ' 4 -"� I N. F F I - ROAD I I I �,, 1z ", , , - X' M I N, F F ,�, _ 4 �� - 1 , , , .- I T=207.1 - � `__�_�_7 , , ... I- L CK A 6e " , N FF 1 4 _', " I I ll 01) QP MtW 1�_ _-, � 3 L,��z � �/ 8n , - "" , �� 0000 8 t 0 I 1 4 o .!�',A ->- �� \ -, ", . -, 0 000 9 _, '_ �, ,-, � 1� � �16 , , X "/ _1-1 m tw 0 I ,/: ,_ f "r ' , "I __ I _,\ ,, U, X, 11 S� I " � I &_.� \ -;5"" � " � �i , g Q A— , -1 , � 4 14 0 o MIN FF , :I - 1 , 481 1;�/r i =(,� �N - "I'll, I- -,,- _1 -, 1��_ I I I I LN N�� N � " I , _N_-8-44 , I V ,_ - � __ _8 j __ I— � POINT OF 10'UTILITY 7 ,,' /� , k � � __ '-' ' ' t"! I �_p ,��, . � I, I , OrI I� \�_ I 1_� ,L:i t , m A 48 I 0 4�� t M� 12t.I�! . f i � 1- I , I 1� kp 000, _-, ___* � A , 5�,� �,, - ", t� / , <1 ;;�� , -7 "� _', 1�1 0", � 0 -1-00 __/ _4 - , l ,, , ��,� � _,� MI N F F - �- C L\ F' M I N � F F I- \ 10 , %r, - �:::�� 1 �j 1A �,_l � -120,84- , 4�1 4 � 1 6 ' , - �, Z 0001 _,-.- � "J. I / , M IN. FF \-' � � 11 -, , X - 'L" - ?, - _ ------ � " --- - - I \ I �r f - b, 1 , - ' C 486,5 \ 36 & - A - r ---- -- �i�_L jr � , " 5 �___, - , I I') - /�,j -_ ",-- -_ � , BEGINNING L �5 m i I 1� ,� <11�76 " "�_ ,4+ �y, - ,, � I �' I j ,�,/ i 1 4 _"� ,x 19 ,�,, � � - 46 ,�� J _; - �,- I N _,_� 1 _ 'i �A _': A Ill� , _:: " � I I- ,�, �, I _��' / - 6. .1 , " MINI FF 11 I ) ,� 6 - 1 489,7 � I� " "", Zli,\ 81 � ,, -,, - �:: -� �;; - 01� �> t_ I� __,- , A, �, _� ,� " i 1 1 10 , 0 -1 '4 Z�� , � .�? " 'j"- 4 ' ' -, I A Cp - � 76 1 1 1 - ? . - �,_� �, 4 -It� I �, - - � I I �_ =======� I _"' 6 // ,;�, ,,, - ,,, - I - L_ -, - I rj�p - _,� ,,�'6 11 I O' 1 0 , \ �t,l 0, __ � ,_J1 46 0 � �� 1 cp ,�,,;� 1� I NQ RESID�� I 1_� �, � , �11 - - - _.-Pp '0� 9 'I ;; �-IuI I L " q , 1� IF P I , C,�,,UTIION! It (P I � , 1� �)� , __�, ,�, _� ",5:� \ _1 �,:\5\i :-::_:� MIN F F I - A' 0\ , *-Z \!�-, - " I , " , x I v ( , , �111 U - , '� F " \ .�' \ - ) � � - - ,_ ,� I / -, - /'� 490�5 I"' 11141� �, �F. I I V I ,�_1'1�5_�, A l��_ ' - I 0 7 5 � ,Ao- "- _77A, ,_ ,I 7 X -, - �t - '%)m \ 0 ��"___� ill ,>I __1 z I- , - ' _ ,�, , _ , - - I � � - -, ( KI �� , I - ,,�I iSl � _!�', :�: �1 ib? C, � � / 1 " I �, k 14 EN'E OR PEPVANFNT �� , , 1 5 1 , / --�,,�, I �� ,� -, " - , � , I /.__,� --- � �;� r\) ,,,'- ", �, I _----- 'b! 1 -11 �� \ � I � , , -- ,�>--- - - 7 - _ 4� ��,�j W/W ,,-I STRUCTURE SHALL (31�; b',IJL*r , -'-/ , -,\1�� -� _*-�� -%� �-- \ ( , ' I I 1-1 i-, , - LOG, -_ ,?" - , ,., --;� , t� _ii__ I J �: ) lb ,,, ,,-� - � - "I �_ ""I 1 - YI I -�;� _�:- - , _' W, ." � �1 M MIN. F 1`,�,I 1�� cq,�� I NITHIN 25' EITHER SIDE 0 , (_ / Oi, � __ 1 16 " , , MIN. FF I ,� - " - " " - " �,,\ - F ___�I � / 1, 06" , _ _ 1, ,� � , I M, I 1,\ -,- , / V , - , I P \: . - " - ' b� , , QP , j � n> " 1�p A .0 I �_ I ' l l C I <' I - -I& I�Fl 11, �� __� __-, , � - tp A, l / " I - _t__1 , v %I - i ", I I _�, --- Vo �_, � I - ,'I �w A - I I Q � '� - _�11�- \ -A\ J ,'J i P �� 1+b;.v / ' 4 \ I 11 EXPLORER F'IPLrLINF , I - I �,, � \ :; \11� MK F F � 4 ;�� ,"11 4 1 1 1 _ "I" _1 , A 1 j � `Y - - - ko � ., __ "N e " �* � � ,-- I -_ I ,/ - - - - i 11 � m 45 , , � I I r\ ---- - , - - , \ - _1 - __ - - ==;r o - _22J a- � 4)0 * - ` _e ,_ "p �, ! ro ZIA �9 V ,,,�, . � - �487 5 (P- "" . , , 1;� tni i5 " \W ", , I 1 , , , 1� -��. , __ v , - - � � - , I .� -- I I 1 1 c-' I I ", I , __1 _--< I - IN FF ' - -, ,,� �9 / W, III I I - I I I I I I . � / ,,'�� /4875 ;CA � > � "'t, " "'� � � , , �,`a' 1-7 �k ' I \ � I P -C�� I , ;-;;- I I � I I I " - I - 5 1 1 1 1 -, ,/ � - - - -- _��/ R11 'V M Q� F, F ' A I I ,_1 lo, I _� I� ,,,, " - `1 � - - ' � - \ N � � -�� I - � \ ' - -'*�"!�i 4 8 8' \ , ;,Zl_ * 16 � I _ , I � � ,q lViIA - , j- , t), _\ I 1 ) ____.111 , - I R '11'1�11�11 I � �. I I Z�j� � � �, � I - - //35 '�v 0 , r 1 _,�7)�t'r I II ` / <�& __ ao , -0 , "I I'_ I I , - I ,---- - \';� 1111 - , 15 e / I lf � _�\. \ , _� �:II " ,� 4, V/ I � _�, 3 - �X) � 1_j '4�/ r ��, 1� '1 �1_ \' �b A,-, ,4_,�-!!,�, !�_ - ' > , I , t-� " 1 1� I � � I%-, - - -!" - _k , i - __ ,I �,o ,� 1 � _",, � 9 , , , �v � - , 1� ,� OP u 1 A __ A `,r - ..21 ,�, . 1 1��r YY � �, al \ - T U,E� CA � , '', 11 % � ,-�� I /'� \ 0 - ; ,` 1�1 , l R� _1'kMIN FF , 0 -� - ____ 5 SEMENT - � ' I 11 -, 5-, ::�� 2 � - -- - � -- \ , - 0 171� � . &v?P \ 4%P , " - � � _ I � 71 ��-I' , - T A ,� ul, t -�� , "?6.51 �- ',(' - , - ,I , ,�BLOCK ' " 10 ,J 734 , I jl,'i,)� , 6,fl / IV ,��,/ - , �_ � ,b_ P 01 " \ �� j!9 fr� ,st, --,- - I-- ,��g� - a )"�- `�-,.,�, ,,, �, 9, _l �,- , 10, ,�,\ k - - "' ___� ,-\' ..,; _ I I JI,I � 1 � 11 'I ,�, - ,�-A � I I I " I I 11 � � /I . --- �j �<i 114 I) ) "J(30.1- ___ __j ::�: 1 . I I 1, �', I -I ( \ I '- 'A I �, 1 � "181,c q I - __ I I I F , �� N' 276,,,j , I I i� ,i 11 7\ 15 0 \ ,,-,. 40 'A _Au �\, I , 'It- 111A A31 N C� t W - I � . z � K , '0 �_ _lk ' ' 1 9 , �,l ,_ " , , ".0 -, I : I I 1 I I I ____ , �, , o' I C"', I 0 �p I V1 I N, I - F. --�, , �, ' ' ' , o I I I bl�� ,_----- 6 I -1 --�;-", " I to' I I � % j) _�, '\ �� 34 ' � � � , ' IP , t \ I 10' T. U, E. EASEMENT I , --t - 65 66 i'LL10' �Ilq�,, I� O " "_- ,5" ) , , '- I'll � / " 6',-�,-_l �_� ,�� - "I \ \ I A? ly - )I 7,];, 1 1 ;W`i/ . _ - � , � �4 � , 1 � F�_CX_'�DP � 1 ,7, I / I�/ I , I , �_V ,�,_ ,, I- . , I r :� ,,, 011 �, Q � "��;_ 1 �/ 'I � 10-' I V. 0�z - I" � -, - - � , _, "I"LA i � I _#_- 8 (% P� �� I , I , � -,\ ,\ - � ESMT_ , I. � F�T' " " I I , - - � , , , � , ", I " "I , I \ (y,A " 0 �� I- , ��A� - i' ,�� , - 11 '�`i WILLIAM C. THOMPSON 74 i � 0 - 15 - , I 22. 1 U ,,, 11 P :�: `�, k I �:_ - � 1 1 " " ", F I, ' , � , � 0 1� V 1�1 _ I I __ 0 10'x IV TRANSFORMER EASEMENT Jo i - ____ - � " I ,_ ,_,�!, A , \ - �;! `��A A, ' - � \ 11� ,,-,-, ',�M 1 N, F F I , I,, -' �- 6 "�> -4 ,,, _�__' I , "" I- lp� CO Q-�i - TIQTy__L��J t-, LIV,�> _�, - - _I I t -4: � " ce 4 &��, 0 " �,� - \ 0'<I � -1 1 - ,-, ' r 4�, ,,,-� 11 I j�_ � ..O,- � -,- �____1�9, ' � ' " I . ?� - P_ A I /� , If 6, .. .. .. � I - I c) ,� , 'i, �\�11�� I 5 ','O�- " j,16 - *, F F $'>� 1___� i _ � ___ �: �t (:5 , - _��\ I , -(0- , \ ,� , �,% , 7�0 - O -4- 1 ,_`,�; r' 0 J , - 6 , I, , , -4 (I � �_ 11 F- v �-� '4- r III I , I A ', N 0 I � - ', � y /" "�_ I _� 0\ � � J,_�! F�.0 iN / ,§11' � -111 S&f 1, � ' �� ____�� W I " "I'M , I 11 1 ,,-�- - __ IV 1. ,�4 -�O� � .,. Cc IV x 20' TRANSFORMIER EASEMENT' I L68- L00OWfY I r ,F ,I , - " 4 6, - < - � , L 0 , ,zt � ' 1 ------- _. - -1-1-", _ - � � � �� I _' , " 0 , � � , , ,��I �,, - -' o - � 11'' "" - - __ . I I I - - 'ry , �1\ * ' \I ,�\_' �", ,, 489�0 � \ , � I IsI ll I I � 13I ", �4 , , -,--''---, - � I I I,- 23 �"? 1101*1 F F\�'�",N I- - %:` \ , c�,�,-�',�')�-, , 4bL(J � "I", (Ifl �,_� ,� , - ,- __1 ��o _� Aen '�_ A ____ /�"�� 15, - , ��,,,,�� , "oIr4 F_ II � -__ ---, � z I-, v 8 - - � _- IN 18 "I 0 � ,,, , _, - -,: �, " - - I � -- (I �t5 --- I 1 �3 "' , , �� d" e', -a I -, - - , , __ - I? \ 1 0 I I t� �-" I 11 , �,�' - - I` 1__�_, I / I �_ I �__��g I-, . , ," 490�O � 1 1> ,I ,:5, _�,_- 0), 2`6 ' , = 7 \ , C ��,% "�, �r I ,,- I.- -1 ., � , , 11 _(]z,- j b� I I 1 N I - 1 14 L �_� - / A 1 Z�6v , 1 6\ ' � - �, 11 �x ----, I � , � 1 64'�,// 1 � , , �� ___�_, , , � I �So 0 0, I / 030 4 � , - <1 . , - IE33 � , - ,b -, Ai � RETAIL ,,,�- , ,I I'D Z , 8I3 n " I -, ":'6 1 , 771 R I I - ?" ,,� E-'S-A�� , , ""I , ,." , I & � " �� I �R , 1 fqi ",, I," _ , I , I ,_�,_ \�� ",�, - ' -, 11--, JI ., 00 'fl - � �� 1� - � - , - _," - 33 \� - n __ I \ �,I , ,; . . _� I I z I I __ " _- �\ ,� I, --Ir [_,�� 0 , I _ __ \ 9 \ 'gi 0 � ,_ I � I i;� --i,�- ,N�, , �' r, -A% I k __ - _ -,/ 0 - , lo' . \ CA 50 -,W V _; �*-_��_�1-1 ;:?l .1�1 - 'I Ir" - 1, � A 0-.- �6 �� i - , , , ,� ?�* rl� � � I 1�5 6 - ` ___", � \ �,�:\ ,_I I < 1 1 I I kr, "- ' 4� I "I , " - , , �� -`� - t)f'i,10- `�,' " I � --\ - I- - 0 , - , "I ,�� % 4.' .133 , "I - -, ___ . / NAW F Ir ',,-' _�:-Glo) - ,�,� S 1, 27 --- n - i ll __ ,� -- I ", , "` , ., ,� " I - _,,, - - - __ __ A . � / I / k' . " - I -I i,;�,I`ii -- I:i� t - ) - c I - I � " , - I�_ I � - , -,,: ' ,�,� � - � \ N, � � ,p,_CN,�,��- - _____ , I - I I � ,I � I '� Z � " G ' 'I '` . , 6 - ' '_`�' �tl '50 , N' N 29 i� ... �9__� - I , ,'� , V4 �' --- T _,� �___, ---- 1 ,87 1 1 1 3 C.� , I I I 11- \ ,,\,,� GIN '2!I - � "I '_ - � _ A� - - � � ��V, 1 ___` - - , - 4 " � 5' 9: i - , I - - ��I 1� , _- / - 7 _-� , � - 06-21 �� I i __ � MIN. FF % � I)l -----' I - _ :�:< \ . ...... , % ' 1�00 i 9 1�.\ ", -\ I, evll _�� 9 " 1� � , __ N 7, _ _O __� 1;s, �,,. " I, , \ �' ,� , �6 1, - I K Fjf_ r -, - k ,!; ___.,_�, 80- 50 9' �_, , - -, � \ - ,I-��-,- -, V,I - - � , I , X � _ ____ , �_ to, , \ \ _ I , I" 11 � - X %1k t- �� i � r , � - � I ,;'-�� - ,)N== i 1,� ,�I,, '7-\ 42 '+Q,,5,zP , ,--" I - i!� '' - , ' 1 50 � ,_ _ i2 _____ __ i ,I, � - ,,, 'L Ov " � , ,� -- e� 'T, I A - - - - - __� I G, ____1 , __ � , - , ; �7F_ - " I ;, - � ` 17"' 4 ` - � 0 113 I t,�q, P , ��_ ,\,� ��/A�_ jw� - _' `,�' , - 1, 1, I ______�_ 1�� "I _�' t7 , 11 P In /__ , 15' SAN I TA R Y " I i � `1_ I � 'N l -',,- 39- 46E 7-- - . I _ - , ___1) 1 4� �'o --- - , - , _� � \ -% , - / -;, �I r - , ?-- \ I I - ___11:�� 51I,, � __ I I , r r,� / X * -1 � - I I I AGO ,� � , , ,?;j170 11, CL It I . ,u F- � �, - � � � -,,, -1 1 " o , - - a, 9,� I__ � , - ,-I eIj'�$ F-t ��, i \ "a �\, b, Is S � � I � - , � - I I 1 "-' I, �_ , 1 -� .1 I 0 " I.e I, I,' r �_ . ,:, � I $C, , I _ - I 16, I 0 I X � - �,', 0 � � / , - _�, � 1 ,,5-,, _11 m , � , � � I - ' ' , , 11;1 , ,?, ,-,� � _� Co __ ,-,' I _ _, \ Ii ,�,, , , , - - , �,'�/ I , �, �, I I , ' 5� , I ,,,, � I - - - A � � � - , I , - , - , -11 , , "I" - "" � I -1 "" I I , 1 , cp, I 1 58 1 " � I �, I \ ,,'6 \ - 11 � `_58 � -1 I ... I � , I I '111I, 11 ,,-'_, _ _-<�_ 11 I I - - I- � I I I I I Z, Ql I ," � � \ 12 T_ - I 1 � , , �91,-, ,',-' - 1 1 � , " , - I �� i, I 1�k, r) II 1 '�,- , ,, I % � ' " .", I ,_'I"/, y I I� � I "I -,;, , �-\,� \',�/ bLk_)GK ,� C ",:!,��;-- ----,, �, ,� " - , '" ,_ \' I - I ... 'O � ___ - ,��/,,' ` ;�` , ��L ---(,�,,,�, -io , - � II (z) � I -L, "', I 'NN , �� 62 � \ '�"A 0 i, � , 3 �_ , �I , __> __�tlj� �� ' ,!� -1 - \ & 5 , 3 - I, ,'� C � - - 0 t ____ I � , 1,� 11 �� 1,� , " I -, 01 I 0 "', -- , - , , 1, �_ 1 ' '��',� _ 11" 'r�"' - � 1,; m w -1 '� I, , _$> � ,,,, I q- _3 ;�, I:- V , A N. FF' '� "I lz,l \ ,,�\ \ �' I - _- ,"� ":, t� _; i -I- " , , ,i� ___�_� I ` � - , I I , � "J �__ , I ? I V _0, V \ Ac') 2 , J� "I--- \ , \ "I ��:�,� 'v" - 4 - - " '�' " - C - - 7 0 11 I , ---, - , �_ - � C�) - -11 _� & EWER , �o! '__� � I - 11-11, ___ , I t3 �-Jo - , J - � �t i 3::, �1�111 3 , ESMT -_ I i I , ,��"; * cj/ __________�__1r - I � -�.� ':::--_� 0 , (11A I 0 , V __- - 1� � _,;*,/I; _V�� -_,T",� � , - - - , �', 11___ � 7,�� e �, ,�� '. �_, , , , II�t <' , CD __ 41 , � , r, ,� _ ( � V ls�1_1_4_' ,>_-, ,� ,_ ___�, I - i I , �, �, - I I ", ; , y � --,?: - �"' � 15� --- � I I , � , ,;, ,�,?"� -,- , ,- , 'I'll ' \' " " A I 34 " - 1�� - t � `�' 60, ---__ ,� � I I , 'I - � ; I �, 17- 0 �- V "', � T__ 22 , ,'I %;�� I ", \ " 28 ' ' S �,N """ 0 1 \ ? ,5- c I - �, 2 _� I - tv , N, " z l��" A _,"! 13 , \, ,,/ , ( I '� ,14 � 11 __ I- � ,Crl� I V, �, " 5�15�, ,� - � I " cp / " I �311 01 �� 5 _. I- - -1 �O .,'., ,Ir� �,� I __ __ _ go " 20 ", _, NI, - _�, 1 6-to --_`�!- � - ". 1� � --- � , , " , " I _� , ,:, \'. `:� _� ' I j � 5� kz - , � 0, � , , I, � 29 ___,�,_, , 5� T k')�__ - I 1 1 I � Li, 'v�,�,�,,----,,-,�,-,�,�,:�:-��- - III __ ,�,�,,�",�, ,,� A � \ 32 / ----' �` - , � ,� �,�, 7- � 4 � Q, � 11" , _ _011 I I " , I _�� ,_ _ 63 30 _ z , ,\'I, - l "I I 5 (�,,� :� , I " � / , I � �', ,� �A, \ _1�9 , , , , I ; t� V Ia� -- , 0 �D ", BLK� "B " I \ \0, � ,_ I 1, Ir - "I ,�, I , �,�I,1_ \ __ Z \ - �_Im - � - I - - - ------ �,_ j . . 11 I I , 4E 'I I I 5 ,Z': 1i � _ _�_ I �; ,1� 0 Qj T -I 15�� 11 \ ql 14;� � -- " � � tLn I 1, " __11I " - - : ,,�i,� 1, ,, I �,' I I, ��_ I I , - � - I -, _ vo IiI I � /' I <-; �, I I \ b \,- _11 -, -, "I 11 \'�- 1 1 -,xc�_� (,�- , C), �,, 43 M ;P �, - I " _ 24 :�:Il;_ � i _��_",�-,�"_- " I � _�� _1 TNO �6 %� '0_ � �� I ��__ � � � T " ';� _1 ". , , I.- 11 I -r � I 11 ,��,'A \ !�� - ,,�_ , S 'Is IV' S , 04 1 � - - 1_�'(Y` 'I', � 1, <"-, / I - I I � - �� :�,_ ,, ', I , �� - 6- __ 1_� , _� � __ (P � I C51 I . , - ,,, � �,,_ ,� m �,!,'_ ,_ , � Yk 7- _� - ��, , I , 11�_ I I - - � " - I !:: " ,;�_, -�� -4 " __-,iI - I -, > , - �� __�_ I , �� ;4 ',- � � &`- I I "�,,�, ' t", � __ , �__<, � , , I I � 1� , I ,---, , I , � , -Q ,*, " I 11 11 I,--,- - 1 m + I - � I ,,,'- , CI I � - -1 X �11 1, , - I \ , " 10 w"',> I �� 6, - -5 __ , " I- D A I LA S POWER & LIGHT , - , I , -il"', - �_ I _ " I �, � �_k z�,� �tl , __ _ ' - ,_ * :,�- �_ I � gil, 0 , 0 ��,�, � 17;1" 1i 1. I -- LOCK B - A� " I � ;Xlk, _4 - I / - I I J 'V� 1 S �Il_k I��_ I 14D.�111 ,,i_ 0 � � , , � Ie ,��, �__ � , \�Ali��, \\ ____� t �,� : / ____� - �1, \ �" I , >I,-) L/ , 0 \. I - I -1 � \ f , > , 7 11 q _�� I %.,',, A 11 _� *7- , I '_ " , I - 3 , - - -kzu 0 7,I, 1 � I I f 0 ��', ' I V' V1 , " " ___�_ :,�, - " , , , f- � , , _� ,_ I , , I I I I - I - � I I I �� e' 492 9 'D' \�� 4 , -, " , ...00 - 1 � 15cl- , , Y I I f- __�N\ 1' M, 1 N FF \,�,� \ . __ ,,� or _- _� I,,,, �. I � I I -, ___�___)___ � I . � �_ ." I� ", , _�� _ - 6 - %11�\ I \ ,_ � L" , � ,� (� ,,, It, - __ - I \ , I � �, 1 ELEVATION REFERENCE MARKS I 17T� � - - ,; /'-'� 1 >�, , , --\,--, - _____ ,,� 61- ,_ - � I _r- � I z 11 I *k Ir ,,,") � � _--____�`TIUA� ' - -,� � _;� ,?� \� l z�, ,,, 0III, it G " \ 9 � ___' 1 1 I ___1 , ��, , 01 \ �, ,�, ��l ___1 _,j ` \1', \ I I �` VOL. 4414 PG� 82 1 � -) I I 1 44 I ____� -- I I I I I , I - ,��,,k - I __ _�, _� - ,%,� I " I - t_ U� - I �� -, -;. ,�,_NN -, "_1 I A _- -p > �4 2 � � �,;�:, , I � , S ') '7 - V� T - i 6r ' ;?3 � - � -' ��__ 0, , ,, , ,b I - �f, z1�+Q--tv-5rA � - 0 , I' , N �,%'I 11 . - ... " � I I (J) __, __ - , ,I � j__ /-, r,,, I , JYM\1 _ , >---- - \ ,IG ,;? C - \ i .�,- - I ", --".-" ? ' F, 8'8_44 - j, 'j� %. C: I�z) AEr-ERENCS ELEVATION I I I I I i --- __ " 2059 - � el 14 1 , � . I-, �,�, U '15, , , , . _92 , � , , I 0 59 /---r�,,::��-,,� _------ l - � �_ I " __ (,Au "' " 1� - _�� I ' I I I - I - _' I ,,, ,,,� , ,,, � I ====� '3� 1 � M F-AARK WT, � IGVD' DESCRIPTION OF LOCATION 1"�' - - __ , ', ,7, �-" -, -I- \'AL� ,'o ,�, 11)5>__ -, J`�\ ID - - r,�\ ", __ lot - "" \ " �k, tI_P 1 1_1_1_` � I , I - , � �- -.,,: � , , 11 , - �,7j' 8 OI� � , " t 1 0 \ �,;�� - ,,, , " o ' -1 . - 11 __ - 5 I - - 'I' �'%, %'(�:�,\ �;! ,__- \\" . __,---- I I , -, Q , , � � I , - ___ -A �, , _�_,_ - ,;" - QR . - -MIN. FF - � I " NA -_ -1 � " ,� I , � --< - - - � I I _,BLK� b 77 5',_1 1_4 I '� -a� Z� t - I _�A ,�_' -1b ',�� __-, �_,_ � , I 1t5 "'� �" - NO RESIDENCE 01, -3ERMANENT I I , 11 � I ;� q \ 1� � :' --, A 1 , , 2� -t- _< i �) 1 $4 , 49:3 4 60 " u� __� I 7 - "' 1 0 - 0� �� /�,,','� 0 I I , __ � , , , SHALL BE BUILT I 11 1 j_?,,I--3I E I , '_ ` S , I , ", - 1, I __1 - \ I 1� � 11 ------- � I �� -,, , , - 711 - I I I'll I I I I l I - , a 1 1 C � `�\ 0 , , I _____\\ A�, � � I '\ , 7 I � i 0I I 1� 15 �j 1 jS ,',- j��N, 15 , , ,e I , 1 � \1 .I- __,_ __ I I I I , I I _ �, I ; I 11 I _r I I , - - , I I I ' � I � , , � I __ , \ " z, 46 SI 6 _,,,,- WITHIN 2 5 E I T H,` t, SIDE OF I I " , 'I- , , - )I �, I, --' 11 - _ O'� I " ,_ I I � I , I - '_�� __� �NE I _Ni� 5 ___� ��,"�,_" , �A I ii , EXPLORER PI'P Chiseted square on top of wheel gua at southe co o f 1, \ 0 ',�, , - 7 1 1 -,,,,�i I "Y" " 11 _____ \,,,,, 0 ) I ' A. ' \ / _- 4, 29 6 0 1 1 � o ,'- , , ,�, ", I � "_ , , I \ 001� 0 - � I , , W DRNG� ESSiT � � 5 � q \ , '1_1� 61 I- _____� 5' DRNG. - Rm 19's 460.91 � , I� i ; , �, , _ - 5 I . I NG� - I' " �,,C- - � �, I � , 12, � ,,��,. , ,,, I I � 7 _ 7 I - 1�� _ lo "I , � \ >�> CIS � I � - ,, �:-Z�,I, Z "T"�___ -, -- �\� 1� I ��, - � -----I \_1" � �� - 7-I I's , I 6 "'I , , - 1 ,_,5�1 \ �, , - I � �, - 34- P E I �, , , 1 � � - i I_; ,�s 0 5 �, Q 1 57, 11 i �s I I I _< - _--� '� ____ I - go I . I � _____ �, _ , i %_ %,- , ii '� -7 "?-,\ ?" I 5, � (�,-, I ()I I I \ __1:0j '&' I , - i�_ ,- 1, i - I , 1. 1b.,zi:11 _;__ I T � bridge on Beft Line Road over Grapevine Creek. ___ ,6 ,2v&_ 1 '� j t�% �M� I , - i, T" 6 N: __ i i. � I �\, \"� 4/ 'A 1____� _�� " - li�l J � __I� - 5 -�� - ��) � _,_;�60 'C' ,< ",I,,,- - --I- I b I _�,I_ , \\-�'C_ - CIA1--i I I , , �* 5 I -, A - %_ F _* A _�_ , A01 -"-� , "-,�, -11 I - I Z�k N N I __ _________ ____ / =:q MIN, F, F 'it ju ,,,,, I I 11 .0-0 ----' , � � I �j I I I I 1�lr I � �, I 11 1 5 . - � 1, b, C, � - 0 \ 11�3 ___1 '� -� mer of I "I I I � I I I _"� - I 0,_, 0) ,,�- I -I ,� � �? 11 . I _�, " - \\I',A:- ,,,, _�� _� , , 11� 2 I 0� I , 11C I � -- RAO 200 510,71 Chiseled square on top of Vv h0tu g a t Sou Co I ___�_, _ I --- 1 -4 m -,"tq I C�-;; �I_ ,� C'D� , �', -,, 48 - " NOTE '. EX STING SANITARY SEWER EASEMENT ,� lI � t26 79 I'll, 9 1 � I _- 1, I - N 86 ' _1 494.0 m �Ql ,, I !`�,_ 'Q) I'--- 1-11 0 It _"\I - ___' -_ . - -�,(--) I bridge on Coppell Road over Grapevine Creek, I - I � "A i � - 3 4 -3 I W ___ 1 :�" , � � ,�,\ ; i , I :�; tD 1 , I zo ,; 3 ,�, ��, 1� _----- - I - N _� 27, r��l " �41 -.-,) �A � ___--l __�" CA-c�, � I - - AS F1 L ED I N VOL � 78074 PG� 154 TO BE � I ID `0 I �, 1_�� \�,\ C \\ ..� � --A --- I I I � , I ,� I T 0 -6 " __ I � , � 7 I I I , , I "O -1 I I I 11 � -1 ___ - - , " I ,\ I "' "�, 49 `t` \ -10 __,, -,---" � ' - I I t� -5 C', N 5 8 - 56 2 7 W _,�� 74 !7- " �_ 1) \',� \ , 1 .0 I � ___ 15. --- 0, " i�� `�_ -, -- ' 1 52 ty -i� . . . . . I ,\ -I , , 11 ?�� ,_ ABANDONED UPON CITY ACCEPTANCE __ (,-� I 11 l I 1� �_ I , '� _� S\ , a m 483,64 RIM OF SANI, SEWER- 600'i EAST OF DjEtITON a IfX' -, I _ ' 6 _,,__ I _16�'C,� 1, rl,� V I � I ,�, .1 I,- I- I.- '" I � �� /11 I __�, �, I --' - OF THIS PLAT. EXISTING SEWER MAIN i�3 I I I I -- 57, , 130, /, _'0�11 - " __ � �0\ 1,� *,;� __-- I I � 'i , N41 N I \� , P - 'I 0A I - -, 50 :�, I " 5y " -I"."', �_� NORTH OF BETHEL ROAD AT GRAPEV'AE CREEK 6 I I I i5' DRNG. 495�3 / I 0 --,,,',%,, ,_'k I ____1 ! - �5 `�,, '1'1 - 1� 5 '11, .0-10 , \S�\N -1 __ LOCATION COINCIDES WITH PROPOSED I I � ? --- _�1_1_f_ -, 11 __ 6`,Z� 0, � " , I- " t I V - --- I 1,, � -A ,r� , I I 1� , \ 1 5�3\ __ -, 1 1 __LL�i_ , 58 / ,/," � 0 -, I I - ,A L� .001* , 0 � � i:11 iT �141 � \Ii�_- P I`�� ,\, -, ��_,)� \�_� 51 I- I , I / � \! �, , C11 - -/-*' - , " �, � 5 i �� 1 x : :, '�', , �_ �, -, � I N 80-38-2i __�d I r� . I ,,�s __-A I 1'�_ - - - \' 11 1:0 11 ,_ � , , � I - I , � �, I \ _� , 5 I V , le� , - ---I-,--- _______ __.______,_ I I , �, i " s ___ - FINAL PLA i ;;�- \ \ i I�, ��) � I 25,00 le'- _- " \ - ___ 11 _",� * i: _� - 6 7 7 - T , I _ �, � � I , _-.1-11 � , ", -,(� � 1 52 ," ',_ I :� - -V 7�3 "M , , - __�__//�;� 'n C-) I � _* � �_ � 'A .0.0" I- / -- I � I T ,.- ,;��, � 1� I \� , "I", I "I , I I I I .- I - i 1 1 ( I " , - � " -,', (,> -I,- _11,�_9"I,__>1 -, 1_____, -,, -< I_____I__I____' ; 1-1.1- OF , _�" 19/ \4 .... � I ,Q� � � k,_� I � V'_� , , - �� ,� 1. ___', 1 NO I 1 , g,� �A CEIN t I"UT FA �, 11 R" . �" I I- -- - t ---- 1 I _ � I I 11 0 � _j 1 , 4 8i LANDSCAPING /_- � � " 'Q1. 0 _______a C � - �, "e I , , BAPTIST � I -��, 1__�__ -�-,�_��,i 11 5,3 - , � � I � , k - ,,�- _�,, \ __------ I I " , " lz; � - ; QUIT CLAIM DEED " 0 7 � ", 1, ,�? 'e-, ,� , 7, 1, ,,- I __ 0 I 4, 1 ,,0. o(j oo- 1 I I I I 1 I,, ,/ Pl�b ,� "I - <9 \ 'i ,5 � .0 - _T1 I I � I 11 I I " - I I _ \ __ __ , , 1 " i R I 40 1 t f / I I 11 FOUNDATION � ��s ,, �A 1�1 � I 43.- � a - " � 1--' I I I /I r I I ,��,,'� ,�- :�),�� I , - I� I - I I I 0894-9E>' �; -4F.02, I - I I , _____ 0 I_ I L 1 6 1 1 I \ I - l �, _,,q,I. - n -1 , L> I i-�,--,---"--I-----",-,,--,�-li------,�",,---! 1 � \ , , I ", , ", � " I , '_.- " I __ 01, - -,- I 1 57 \-,-- i:>, 0 1 1 �_VA - E h A[_)" D I T I 0 N I, � "'o 11 --`�,, 54 A I >_ .__* ___ �, __ "I I 1 40,00 �11 : I L-45 - , . >; 7,< I _C,5�," " (--I*- VOL� 86109 PG. 0 I , - �q� Iz I I C; " � ir,,��5_ `5� --) X ,� � I _",,� * ,�� __,11 ,_ WILLIAM G. THOMPSON (I I I � ,,�� _,_. ___-t , I t � R L V 6966- 11 ,,�, " 11 1, -,, " I ��,_ I I i 11 I ,,', ��Z! I 11 ___�� "'_ VOL. 80112 PG. 3068 -0 - ; IA1 I ; o 5" , ! I '?, �,- "", , � - 0 0 I�_ .0-0 , I An > 'e l I . 11, � "� ---,------ - 34 1 it I 1 50,00 i / I _r Y) I ! 10, I . I � 61 LI "6'a o��.'_, " I----- ,_1_________, T 1 121 1 1 1 , ,�� " -a � " MIN. F F �, ' � 55 , , "6"3 -, -, , I- I i � I I I , � 11��, � � , 1 ��/ i - & 77 ----- --- ------ -- � 00 ,,A , � " __ � NO. i C11 ,_ .1 I I OVI, m I r- i i L � l I 74, � 41 A ' A TION TO THE CITY OF COPPELL I ,�' ,�,-;� ,� 1 INNER i CENTFA�INM " � I I 1�;,,Ilj' / 501,4 ,'/ "'""n 1�_ ci/, , I AN ADDI I 11 � �11 �_ ,',�,� __� L-I -i-- -4 , , I I I _f I I I i i 1 � 56 , -I "----' / -1 1-" - ------- L_______'____,_1 , I � '. I I IT '2 - I - ,_ I I 4 1 38* 12 2,9 1 4" .1' 07* I W 26 45� 1 � I I - , �', "' La , -11 , .�, 11 P, �� I -11 � � - 0�00 - "I -- - I 1 4 � f 3i' 39' 26� 1 1 1 10 - I -1 4") � � __10 ___ 4;,S�00 1 450,Ct' I . - 1 35 1 R I I 1 50.00 i I I � 11y I I- - T 1 138, IWO7 1 '56,91 ; 11.1 _ "I -- ---- ,�--l-�---"",-"---��",-�",------ I I T I l i4 A0 � - � el;> � I -, _____� A 1 400,010 1 OLT OF THE l -1 M I N', F F I 1 �4 1 �4 1 � � _` I � � I I A I 1_ 1 , I I I � I I I t I'l �11 , ' 1� _" - I A I I I L 266, tl(�42 1 3ol � 9 I No, ! I-ER ! 'Ell."UtIVE I I 1 L r � I � " ,� , � , , I I __ __ I 11 , I` I 50r . � () _l� I I \ P __._�, '� I i-.--,--,-,-I------,�--i--�-,-,-I 5 --J ;_[__1________ 1"" I I____j,___I______,_____ _______.,_,_j____ 2R - ,5 , 0 ---I � -si I-I! , ovTu , I ,I __ I A� I - , 'O -, _ - 1111--111 ___ _� � JACOB G. CARLO(1`1"�K SURVEY, ABSTRACT NO, 312 1 1, � I I "I " :/ � "I , - SS , ""I __---- I I I I I I 1 , I � I � I I I i I I ,tO �o , _<_ .I-- ",_ A j 9* !i8 48. 1 IiI 00 00. 10 01 9' ?.a- I I I , ow No 1 � ' V � 'I,' " I - . I i 26. � A A ), --- " , �r, _� I 15 I & 1 400,00 1 475,00 1 450�00 1 1 1 A I I 1 143 ,� 14 I i I i A - 1 FL00Q A I N / FLOOD WAY o ,_� __�', I - I I I 24 I III I I "1W i i 36 I 50�00 I I L I 10 I T S' __ " ___� I I T 1 �4,93 1 - I , � I I , I �;o � I ,�': I ,� - � , , � 1 �9,73 40,6� f I i 11 I � EDWARD A. CROW SURVEY, ABSTRACT NO. 301 11 "I " 11 _-I I I L 1 69,67 1 I'S,68 1 1 X I t ... I ! i L I i ; I � __- � - � 0 I ,-j �, I , � / ,/" �,�99> .-_� -:171, _', � __ ; , 81,09 i " I L 1, I 1 175.3� 1 1 26 "' A lr� � I � I I" 1 __ ,-----,,-f - � 1 1 I I �, / 0 - .1-00 --- _� �� - Q�l 1--i-i�-----,---I----,,------l-----.-----� J'_J_L_I__J_--11 ,, [,,-,i,-�-1,----,,-�,-,,,-I--�--,---,--I I I I I I ,, ' r- �_, 1 - I , MCKINNEY (!Z,- WILLIAMS SURVEY, ABSTRACT NO. 1054 ' , "' - E � I " I - - �� I ____ I I : 4 � I I I I I I i , - � I �� I , I � I k, , - I I ; , i,4 1 24 53' 24- 1 24 53- 2 1 A 1 87 oN CIO* � f � I ; A t t, 20� 09 1 1 i I , � ,_]�,,�,,-,, - __ 4 24' 53 24- 1 , � I ,�, , I � Vj I A - �_,� '�t 47 1 ,- ".I- - - 1 16 1 K 1 265,00 1 272,50 A i80,00 � F " � - 1 40,00 � I I �, P I j 2� j R i 20,00 j , 1 It I r I I � 1�01 1 1 T 1 $8,48 1 60,14 4 1 1 i i -, 1 1 1, - ,�-- 1 61�7* � , t � Tq IlA,99 4 � I I I I 38,19 I ") ` 111 "s f ,',�� _____� I L 1 15,12 j 118,)II 1 121,63 : I I L I 60.� 1 , _, 1 30�i7 I I I 41 I � S COUN 1 (, TEXAS 11 � I I __ -1 I I I � I j ILI 1 1 I � A - i I I - _, ..00! 149 ___ ,_ !,___!1_,_____,J � ! �-,,-��--�,--,.!-,.,----�i-",-, -"- _______1 i--,--,I-l-�"-,-----��---!----!--�,- ; DALL I I It I I I� Cc- ,__ -,'---, I __ � I � i ; I -,-,- t I I I I I � , k" 11) �� , � l _A: n - 13' oo- 1 Il- n -,. I I , I\O I- I ,- �, !At ?��, 3�_, 13* 1 _j I ,�__ V?, --- I I ; 4, 2 V1 10 02 ; i � I i I I ___ I- 1 33 00 I W 1) ! t i I I � � . ( 0 �\ -1- - I- 11, ! I7 � P, � Z65�00 2 272 to 280,00 t j 26 � R 1 $0,00 ! 34 1 R 1 20.00 � I � � � ', ,I ) , - I I T 76,80 27 5 . � I T 23-64 1 ( � I IZ-1 _ I I Is 28,3" , I 1 55A9 1 ,I �, '40 __� I i : I t i � i T 1 I i f I i I _ � ,� I 11 - � I I L i i3�42 t 54�91 1 $6�44 1 i I t, I t 1 33,92 � I I 1 1 t A175 I I i � � �I, " I , ,,,,, _� ; , � 1: I", I 11 � - "I I * , A,- >, ', ,_ ,--' I � A i_.,__I__1__,___,_I___,_,__? ....... ____ ----,I--:--- 1 1 �)() _ 111 , __ � � __ __j___,__,____I_______ --"-, i-----",I--�-1--�,-,--,---.----��-,--,-,--,--,i------�-,-,-f - V01,88 P9� , � � I _� , " __1_1 , � - --"--,-,-! , 1 1 i I � I I I I I - , NORTHLAKE BUSINESS CENTER i � � 'A 1 30 41' 20 1 li W 4 t 16 26' 2� A I I A 1 127. 09' 21- 1 AUGUST !987 - � , -1 �- �� _, I I I I I � bl --" I- _ �, , I � _ 1 1 1 1 10. li 4,i- t I I I "I I I i I , , - �,- - --,�--,--."".---"��-�,-,----�,-,-",--,�,- ,� I '.k j � 440�Alo 1 497,w � 5ps I0 2� 9, 20 00 i I i f t 1 20,00 1 1 i 1 4 0.0 � P" a "N � , 1'5� __1 ji ,( I � I I I I -, __ 11 _11- -1 i ' I ,_ - I I T 1 114 � 66 1 lfl,31 ltll� ?3 � i I 7 1 24 i I I T 46�2$ 1 " 1 1`0 '31 -�,. 9 7 a2l_lt j I L 1 35, 1 � I 05mmmr-___-", �_ � N ' � I INNER � aNTERLINZ I 'o"TER � t 262,46 I - ! i I I L 1 44,39 i I I A �> _- �___ I I I 1 _1 _, �_ I— __ - I VOL, 81085 PG, 978 i � , I L I 1 i I , , " 1 C � I- -�l--!---"--,-,---."-i".---,-"--i�, I 1-,--I�--,!-"-�-�--.-I---------.,-,---,--��-, I -,-I-,i-----��-----,-,-,I-�,��,-"-�,,��",-I-,-�-,--,--�-I 1--.I--I-,-,-------i--�------I---,------I I - - I __ - __ - ---- I I I I t _ _, I _4� .1 - D - I 1 I I , A I j I i I I I I 0 � I e, 2 I POINT OFV W , I ,I-, ,_ � Ily� � I i I � I ' t, 1 1 6 - W 54- I 26' 36* 54* 1 26' 36' 54' 1 I 1 A � 48� 23' 06- 1 4,� 1 215 25' lo 14 � 114* 14' 1 0* I I C __ I � - C'2' l3� 1 ,O 09' ,o I t I I I � OWNER' ENGINEER: I 0, __ 0 _� I ? � ! I M"Fa I UNTURLINF, I OMER _�__ ' � 9 � R I 400,60 1 42��,OO ; 4 I I 19 I A 1 112,50 I 200, III I 207,50 I � oA I )t � � t 50,00 i 1 40 1 ?I 1 20,00 1 1 i I - 00 M M E N C I N G I ), C-� - le V �_ _ i ___ i -,---------- --,---- ---,--- ---,------ I I � T 1 94,61 � 100,52 � 106,44 1 T 1 86,4S 1 8 75,AI4 � ; i T � . ,0,94 1 I -I---,--- 1. 11-1- - oi, ! I I I 1 ' C", � IIINER ! UmUp"INF i (o1:1TtR THOMPSON, TRUSTEE NATHAN D MAIER, " I .15I \ ,, ! ........ _�__l A ,______ I I I I I I I � 11 I t T I i I I � --' � ------- ------,,----------,------,---"-------,-----,--"-- - ' �, I " I I ; I 4 , I I L � iai,81 I vi�,4�, 1 209,0t , 1 1 I L 1 1 62,56 1 164 � 21 � 145,�43 I L A I 197�99 11, I �9�zs I I WILLIAM G, � _ 1 � I I - - - ' D , ___ i j i � �,`�-oAm) I I I-!- _ � - _-, __-I, I ' I I I I 1 , � � W M. 1 i0* 56' 41 ! I 1 1 1 I CONSULTING ENGINEERS, INC, _____ 1I , A ,_ - I I ----�11--�---,-�---i-,,---,--i---,-------t I___'f__' --- -� 1 �_._I____1_____,___ -- - ---- - i ....... _____,_'j__,__,__1 1_1__ I,- ______I___J_____.__1 I i I � i I I A � I I I I I I I __ I I " I i . I __�' _0 I , i 4� , ,,, W i � I I I t I i I i I , - I . W 21' - - - I � ,,� , - , 1 1 i R I 180,00 I ,2�1, 00 I B60,0o j I I 4 1 IP I 24 27' It I 19' 46' 40 1 S !TE 1510 1 '4 - : I ' I 1 & I 21* 42' 41� j 2 46' 59' I ,71' 41' 10� I i � A I I 1 2le 36' 40. 1 � � -�, I j 2W 54 50' j I I I I NV 2V w. i � I 'TEXAS 75225- 58H A I - I � __1 f , 'r ! 207AI A �50,7 � Z38,06 � '� ! R ' 400-00 � 4i 1 450 1 1 �Ji f k I 400,00 I 42$,00 1 4OA�w 1 1 20 t R I I I �0, 01 I 1 19 1 P, 1 50,00 1 41 1 R 1 4011�0 1 1 I i 1 1 1 � I I i � � DALLAS, I _,�_� - __ I I - A 404.�I 4$fi�f - � 4t4,4$ ! I T I 36,24 � 9LIA 1 74�41 1 I I I 1 1 6,71 1 41, 79 i $6,33 1 1 I T I I I 1 � I I I I i t - I ! � i T � 2 1, 0i I I E 8600 N. CENTRAL EXPVIY I ,__,_ _�� I - --- _! -- � _1_ i ----I---.---,- I ____ -1- I I 1 L I 72�29 1 is 3� 1 147,41I 1 t I L 1 151,57 1 161,56 1 0_5�6tl I I I L I I 1 208,23 I � il-1 � 261,72 f �, IL I 38, 1) '21 _369-5200 S U11 T E 3 C () --' - ,,-- I I 1 1 1 1 I___.11_;1_L______1_____ -,--- _______,_! i,_.L,_ I---,- ___i____,__ I__ � i I i I � � I I - __j_____1 I -i--I-------"-,I--.,�"---I�,---"--�,----� 1,---,-I-",-I"--,-----;--,-,--- i____I__L__,____ t ----------- - _____I_____,____.___J DALLAS, TEXAS 752:31 -, , '10) (R? 146, A 'I I � � t I i ! 1 / ! I i I 1 (214) 739- 4741 1 �� _� $ 1 W 00 � I A i 4 40' 25 i i I I - - - ,I i , 1 7 ,!I � 7� �0 00 I I 1 f O' 42' 51 1 24 W ti- I 15� W 56- t A 6, 1 it, a 00 11 It W 00 I 11 3l' 00- 1 � ! a i 1 i I2$1 01; 00* ! 1 14! i i N101 i I NOTE : MIN!MUMI FINISHED FLOORS I ,- Tr� IRF 303� 1 1 i - 1 i I I 4�, I ,,,- ,., &,� � " A � 00 � A - - . i 1 2 j P, I 3 IA 5 , 0 0 t 425.00 i 465,00 i 6 1 P 1 400 � 00 1 425,W 1 4",00 A I � I I � _` 1 1 � ; i I I I I P 1 400,00 1 425,00 I 450,00 1 1 21 1 P, I I I 50�00 , i ! 30 1 III 4 50�00 I i 42 IR I 20J�o I i i ::�� BASE[) ON 100 YEAR WATER 49 ; T � i T 1 23,70 1 � I I I I I : I A __,_-, . I I � ,__ ,I 1 T 1 2il,22 233,16 , 255�11 1 1 1 T I 10,01 ! 92,94 1 #,2. so I ; I I 1 40.4!� 1 42�18 1 45,51 I I I T I I I 11 I j L t ! I ---- I ! " RY SEWER 1,56 AC P "' - -m __ __41 I SUNBELT PROPERTIES-' i L I , ", �, � � 7 i 426�51 1 .66,66 I I I L 1 60,9 i ln.CA i M.22 i ; I L 1 al)�63 � SSI67 � , to, 71 1 I I L I I f 1"'ge , I �, i 261 � so I L I l'I, 7 9 ,I ; I I I � I I I t SURFACE OR S4NITA I The Almloper, builder, stller, or Agent , shirll infor in writing, each � _ - -,-"--�--"�t-,---------�-----i�"---,---,-�--I � � __ � 1.____ � - I _,__,_,__,_,__1 I I i"-t",-,-,--,---i-------,�-----",�----I i.--�,---I------,-t�-�-�-,---f-,--- ��,�,�,--,i,-�,-i----,----,,-,-I i__� ,____L_t___________l -1 '31 L I'T'Y I ______ -- I I I I I I I I I � I __ ______ � � I SERVICEAC - I ____ - I I i I I 1 I I � I I I I I � I I f I I I I I A prospective buyer of subdivision lots or proper 1 1 I I '_ ____,__� ' _ - j - ow 00 I 14 1 24* W 00' 1 24' 3 0' 00' 1 24* 1 i I - ,� V I 00 "j, p ta " , ty located within I - II - I F"I G, 7 I , j I 1 I4 41' '0 I � I 1 02*C1'1.'�I JI , I I- I I I Voi 81()7() i 1 4, j At ow 00 1 8 00 00 Al - I 26" 1. j ,�_ � 9 W 43- I I$ 2V 04- t 7- 56' 35- 1 1 A 1 74 41' 10- I 1 4 " t7 00 l I I . 111 II00c i I I I - ,,, j 3 1 r, 1 625,1,,o l 1��! ( 22" ol- 00�Iq 1 I I D�Ve Permit Application No. 'n -I sq special floodl hazard areas of thi3 , 4ite that such property is in aa I I ,� I C � I I I I � I I I 0 i -C ___________,___ , ,I oo 1 675 00 j I 7 1 9 1 4 0 " ) � 00 I ' 425,00 1 A 0,00 I 1 1 12 1 X f 400,00 j 42.�,00 1 450,00 1 1 22 1 R 1 20�00 I � 1 4�5 � � ,3 _ r, , � ; I � becrt filed with, tht C'� r _� t , I 70,00 I ; 11 I k � 4MO 1 1 1 1 R � 79 , 8C 2, i - � � T I 0�9 � 4!,45 I 47,20 � r 1 7 1 196,85 t 92,28 , 1 91'" 1 1 A T l 28,01 1 57, �2 1 MI24 I I I T 1 1$,26 1 t 51A.41 I i I T A� 31,96 1 1 11 o f Cc%ell Fiocdplaim Adfim.ini-�tra�,n,r on, idermfied V.txA blizard arca aM that all <Itye-lopmtat must conform to , I I i 4 W25 1 1 f L 1 171,04 1 181,7,1 1 191�92 1 59 I , I I � � A I 1 87,77 5- 16 I i I I �, 1 55�!O ! 114,1� I f,2,)9 i I I I - I 26�07 1 1 91,25 I I I L I 60,74 f I I I � t". 1 ,�e ;', i , Z, JAN 19 , i 8& 1 _�,�,, i " I � 1--,-,�-,I-, , I 1_ ...... I__I________,_I______,__, I � 10�1? i 9 1 �,_, I , I --,----"-" I f __I__, _ -,---,I t____i__i --------------- I,___,___,_i_,______f 1,,--!-I-----t--�----�-,---,-----,--� 't---."-�,�",--�---�",��,-�"-,-"-, I ______ __ tht, PCOY-M'101.13 of the Cit-f Of C4Pp-#_U F100d;,Iain MAnSg_-Ment OrdinanCe. I - / �_� - - - __ _____ *K��', � �_ � I / - , I ____T NOI , G � / I ___ I / N Z--"- ;�� L I - / \ "' Y' W 44, 16111 ' '0'0* w 28""6 , If """ ' " 0- ' "'.." . - I , - v 7 � � uIl, S .I' - ' s ' "' -AND NI �� _ � / __ 1 � cl / 1/ "' -!L _! ___ , ,_ , I ___�_____ 1______ --I I 1 1� � I I i ! I, I I I I I t I I I ; � I � � I I I I t I I I t I � I I The wrinta iti� shall b4e filed for ec I t I � i i �-, ; �,, - 2 I !�G� � s6 2Z' �O� 1 5,5 2" - 10� 1 8 �' It, , 8' 54' III � I$' 1 7 1 49- i lz 4s 10 I I j 6 l 1 1 t 0o I 19 is 00 1 19* Is C-0 1 1 j 4, 1 W 30 21 ! � I � b 1 � l j� l `�o�' '�� ,I ! � I I � I I I A SAN 1_ � : _', I � I O-W, j 6?5,0f � A I , I I _ � , 1 I I I I I I t ' P ord in ttie County Detd of � I "O � I i ;q_i 110 ('1111 I I I ' - ainistr, 11 I '�C, `�_,� I : I � 1 40 I,�i [ -,--,--,-"-------",--,----,-,--,------,----- _____ - I 1, I 1 1 I I 4 [ P i 6�5,00 1 65 i R i .,)*, oo 1 425,-x 1 4 l G _0 0 i A I 3 j R � 400,00 � 42s,00 ! 45-3,00 � 12� JR� 20,00, 1 1 , 1 4 OA I � , , i , I -, " n A -'z ,,, ,to�-, r I � 4 4,44 �0�49� :_ , I ,,, , � I I t I T I _M�$7 I -;��" 26 0 34"U i i I j T t 6 j 72�07 A 76,31 1 , I I T I la,17 I , I I I I 3 I 7 1 11�13` � � I I , I I I _ ., ", ; __ Record aiNd a copy of the notice must accompany the application for I I ; I � � %, � 444 � 6;. j t�q�,& i oIi" , bz I I � 1 1 i 0,17 I I I �K, 7Z I i*J,55 � t I, 1 . �4,19 f - 142�79 � 1 51.11� I L I Moo I - I I 1 , q , 1 , �A � I �,��I�,,,,,&,-,�Vlzv,, I I t I � � I � � I - � 4 i I I I I I I I 6 1 I i � I - I e_ I 11, I � 1 1 ,, I � I -------- i___1_____ _ , � � I development Permit." I I , ,��-",r"" _�__,__ _111-1 - :� i� :;;: i :: �� I ____'___ , -1 I i-�, . . . " I 1_111_1_� � 1L.- ,.--��'ll-�".".;�,�'l-"",,�l-,-��"-l---"- , , 1'� I I I I FP SHT, I of 2 � I . I I I � 1 87-06-062 1 1 1 1 1 1 � , I 11 - - I I I - I'll, I ''I ''I "I I'll- I I I ________1__ � !Nf - " P � F I, -, _. __ - ------ I'll N I �, 5 6 , � 6. ,; � 0994 11 11 $ Ile _� ; 1 7F� 1 t 52 1 � 21 ' 1 IN � 3 * �8 1_� F� (9 .4 I'Ita N 1�' � �, S' F, - 1 L2 III N 46: 19� � , I - Z �* 5465, Z- ! , S 61 , Oi & " F ,' , 103 L4 5 3 4 * ;6 2!" 2 e WOM I's I N 0 I � "'. I, 0.4 ;., � , el IXO , n � I �, '5 � L 3 N 46 2S 5 & * , 'I ;. II 020 Li I S 1 4: 16 1 75 7 * � , , �.' , 1 ,4 9 , tl;, 114 t IN M 17 2 8 , � * E -8� 11 08 iZ7 N' 21 * 3; N , , - E A� "� z o� � 1 L� . , S 62 06 6* V 1i , -z I S 52 3� . �- I, ,,;il �A 1 1 N OV 16 2 i , 7 V � 7 �08 ' 1.61 N �4* 3 , � 57 8- Z I 3 - 2 a I .15 I N �, � ,�. I �, S E i.� I 60 0:t06 L14 , S 6 7 h 1 1� ��I529 - L4 � N 3 8' 48' 14. l' ?; t 23 � 7 04 7 L84 N' W �� 2 �3�1- E , 1 6 1 114ti U I Ll� K I, i� . , S 52 i , I � , f� �� 6 4 V Z9 I1 �I 1?"? 11.4 1 L 1 1 6 ' 5 1, ,�, N W , , : ,-, � � , , N a3l 16 2 * Fto 52 I0 U178 L44 N 1 1' 46' '�, 4' 4, . I . 0�UAO! 118�1 A )1' " I 1 . , V �4 , 54�00 VOL. 77229 PG.0998 ----_ ___� �� NORTH LAKE WOODLANDS Ii I, I I FOURTH SECTION - I I , , I I I L�10 N 03 14 44,7 '� If-034 U6 IN Ol , 2 : 43 , 5� ;: 7 - IA�X � ti 16 _I ----- mv 118 S '!'- 02' 1 ,I 344 L1 III 06' 26' W �, T, 62 � 9-5i L51 N j� 9 - 19� 1, 7 V 2' . 3i64 LIR I 1 ; 10 ) I �q . ,� - W - � : '5 1 - I 1 2�, , I IN N 6, * 05' 46,6' F, V t4o` IlIa N �4* W 40, V F, ;4 0�27 L�� N 48: 54 " 40� 1' 1; 126.9521 i's a !4 3 ' 1 S' 46 4� F, 2("11, 'i � 17 __ - I -----_ / / m��,4 1) _____ / �� k , !A 28,� ": , �19 S 53* 0 z1,1 F, III 22io L513 N 47 44 1,4� V 39,9462 I199 N 21, , - ___ -1 ------ ' i 18 I'll V v 11, ,.O'� 19 1 18 _f It 1 200 I.2Q S 1 53 i6 7 E 92 5'" L% N 37: 4 42: 1 r i� 1085 IL90 N' 10' 43' '7.5- E - ,,i 14 � , , 0 $961 �, - O`K�o - - - - - - I ----- I ------ I / / / * ____ � __. _77�_�� ,;7o , __ - 0 IAI,, �_ 100 L21 , S 8 � 6: 1 , 8 , I,* F 3�el 25 tz s 89 0 2 1 1,0 1 E Z5� L91 N 2 49� 46, i 4 21 x4l% __ - -, _� / WC& 1 50 � U 2 L54 9 29' I I' 46.4' X 25�, 3200 Ll`2 - - -A - -::t - , - I . AE7r L z , N 4 l 47 20 8* F � IA41 __ ___ - --- 0 7 7- , 0 *14 1O* 21 18,4 E 37, 14I6 - I I I __ - - k I VOL. 74189 PG� �1387 �50 , j04i' L38 N Is I 11 I7,9 V 17,7756 L94 N I ll: I4' ,',' . 2 - E 21,69,,o f / / I __ SC � N V 39 3 It, W ?4 4654 07 N 04 * 50: ,14,5* E 1 �6295 1,113 I` 07 ' �f` 4 2, 1* E 29,4P'Ir� - -_ --- � 13 / 75 � U N a 21 1, 37 6: I� I i --- y � I , , )i � ---- --- / 2_�5 ALE I N FEET LZ15 S 'Is * II0 1 40 , 11 F 4sw 119 5 N 27 4i , 58 O' V I / I I U 7 s ItO 21: 28�� F -, ,,,� 6 L60 N 2 : '9' 44, " W � t 0006 L97 N 21* 01' 44, 1* E 14,0.2AS ___ - C) 0 '� I � I-- 1 20. R03�� / _� / .43Z A PHIC I L_______�1, - 1 8 � 4 _3 1 t Q f, $ ��: 05 � 5 , - E AI 9 ! I`i3 1- S W 10 fl_" A. 71"�985 L5 N W 43' �4. 0- W 410 � M9 ____ _� I '�, R . m 3� ,-_ 12 / 614,-" ' i U S S �9 �e� 2 S, I' r, 41 49II A- 1 . 1� Ll �4' �4?, I v 37- L98 N 47' 14' 17,5* E 10, Nit I I � ---- _/_� --__� __�� I SS , __------- ___ _____ , , � 29 I 1 *_ ?S �, 32.00 1 1,29 S Ill i2: 57,2 E At 8229 1A N 43� 57 1- "I B 26 4 , _9 Q 9 01* W 15,8* E 24, U 208 I / ----I-, I I/ THIRD SECTION __ ?,IVE 9 00 7 > z � __ / _____ - I I _ 0 __----- 9� x z i . 1 �1 ;I N L32 -i 73 $1 �,� F 71 ?352 , P , , I IN -q,o, 116S 5 78* , I 5 56 � 8 I,z 71, L102 N 08' 31' 34,8� Ii 16,4-11 I J` _< ____ V \�� " kk /'N . 1.1 I 'S 5 , I 3 U, 2* E F6 � I L66 N 72 W �2,6 V ZII, L212 L103 N 44* 49' 12,5- f 24 � 17�gi / I I i / �, 10 I Z �. , . -, _______� � , 0 S 14 1 1 0,3 E SI,W�3 Lfle N 06* O! 1 29,5 E 17,M5 I V el i'� 1P \ 1 U7 N 31 , I 5 17 9 E 40 � ill? L10A .4 14* 11' 47, �' E 19 � 1086 C� K . BENTZIN, 13 $ 21: 0e: 6 �, E 86,101aao > _�_/___� ____ h> L30 S 6 a 2 3,0: E ?6 1 1163 N 2 22' 44, 3* W 24 'i6l Ll 00 X 38' 19 1',,�,- v 11 � 99,0 / / 0 rmn / / VOL, 77019 PG. 2145 1 k��_ . -I S 8i 01 , "I E 59 L64 N 53. 05 I 11 W 129.3590 L N 07' 05' 59,5' E I I �_� F Vi � , " . 33 � MAI 21 1 / / / / 10 / tx � \ LIOS N 1 01' 5�4 W 47,0436 �p I - ,�� 1- 1 i36 S 6h 1 1.6 , $,I , t f9 i050 U9 N 70: 58: 'a :!* V 22 � 7 140 1 - L106 N 78* �&O I I�I, 5 E 31.gtQ6 1 / I ----_ �* CPIO 11 BLK. I \-, , . D� I / / --, / � I � I VOL�83245 PG 3067 PC P, L37 S 80" 1 1 , I tl - I * E 134 WO LN N 00 48 �6 ,* E 17,9804, L 107 - 01' W 20, 3' V 17,4060 / I / " 1 BLK� " D if __:,� - - - I-- 9 / / 1 -49 24 38 W " B" \ � 11 - 1,3Ai S 14: 03: 0,3 E t6 , 0933 t7l "' 19* W 34, t' E 4t, 9318 L108 N 06: 13' 1 E t4 �69'3 / I I - - Y_ � � 4 z ,IV 1 412 56,3 E It 1 9 1 4t L 2 N $4: 4V �,O* 9 �1�11,',l LI 09 N 20 59 51A. W I , I 7, ISTAI -�� -_ () 1 2 1 1 1.4` s W Ill 4,5 W I., � 60 , 3 N " 09 * 3615 E '37 1 11 i66 70 li�� ---_,: __ 155,02 1 I I I'-- I _ i 'A i " 0 6 SA t I I __ " " 47 C,145 1110 N 25' 47' 56.1- V 83,2-�76 1 / / --.z __ 1, 5:i 4* 3 , - - / , 26,51 E iA, 0 'Q I I �� 1:� 1-� 46 V_ tQ i � ,/ - L41 N 12* G 0 L74 I 73: 00: 42_0' 12,$120 1,111 N IO' 93' 51�1- W 101�5826 1 C I . , 16 - - I's I � _� - L42 N 4 ," 01 10�5 & � 6, 5 2 ,4 900 I.— N 33 26 1 9 5* 1 11 / > L__ m I' ll - . 15'SANI, SEW. , / / , LI 12 N 00' �V 57,9' W 44,7601 - / AtIi -je- ,-,C-__� n I ANI, I ___ 3 IN oil 1 7 5 W ' Lin N 14' 34' 20, O' W 28, $A3% �� i SEWER ESMT 4 11 f - -, � I 513 V 39 � 598 11?6 54' I 2 8 ' JI 51, 1481li, A \ III 7 N W 26 '9 \�� i I _Sm � ___ 4. W 56, L114 N 39' ' 21 7,0- V 16, I56& ,� 1 - IES - 1 7 �� I, I -------- ____ , 99Itdi , I I I --,, - I 1 18 N 97* 03* N , � E 6 I 0�, I I N 34 00 4, Z. V 69 � 0411 ---- 0) ____� � I - / � , I / (_ I 0 0 � --- 54 -6 iv P *1� ,el� - I 0 / I ---_, �1,79 N 00 1 14 , 15 '- 1-�i __ ( 4� 20 11 � � �ze ,4 CD ____ _____� � � � -_ - __7__ � 4,� _ - x LI 16 N W 47 5,6,8- w 7t;,, I uIl, 'I I __ E 13 � 04 x _ / 5 � _ RAC - T lo6z __ 11- I A BS t - �_-_ _ -1 I 1-1 --- I 4-,------ < ul I I I \ � - -TR - 3 -- z 31 -I I rn C -te, 11 _� 12 L_----� "I I 1 1 " < ;Q 0 5 1_; \ / I ----_, I I , ACT '_ < ,6 ,<; 'tl - 11; ) I 1 / NORTH ii:ii; 1z I W. T. TROTH �I 1_.S'_ _-, �, 1_� - // 0)/ \ b 0 - ___ I - - - it� S 6,9- z/ --�, --,/ / / ---- ____ --,� - I SO \JE - �. - 1 I20 R. I'- - ,_ / FIFTH SECTION 22 /0 15 roll- - 1-- , � E a WIL IA � N Z I � 1 � ____�, / / �/ (UNPLATTED) 7 ___ I .8'5 � '� -11 . , I 30 DRIVE cc \ I S 51-54-16/E I --- FAR Y, SUR C3 3 Z I � �_, �, "I VOL.78238 PG. 2026 -a, 15' DRNG, \ \ 48.69 1 ___ JA G. -AR z z I I I - 4 / / , / / i � --- - - - _._�, - _� ____ -- - - �, I - -I -,,�� , �k- , _______ ESMT OL, 68041, � � ,-, � / ' i __ - - \ I '_� / F__ **_�� --- -3 - - PG, 26 � ---Z \ II 1,,�/ 6 \ / " ' I/ I I - I --- ---- ---- _1__... \\'. - � / i I I -------.--, � / � I " , ,� / I - 4 1 1 0 - \(S) ' I "`� " 29 1 i t I - > \ .. \ 0-* __---- - - , ...m - I - . �� , 1 3> 04 _ 0-17 15 , 8�5 � 0 :j A / ,�, " I ---__ x F_ 9 �_, * . 9 5 � I -THOMPSON Go ! � 8 � �� WILL[4��G ' 0 N 1 t- W i ga 1 4, o) I C / � __ 'FAA 1 % �el (�-' ! 0 1 1 al 4 / I � P 69. '. - 1 - 07, * >, 25 I � 26 1 � �< �-, ,--, I / 4 r---- Is B9_ 73 /t k '. , I L L27 I , � � _j 2i.9.4 � I / �> 1�> � I 6 'IV - 28 1 111 - re, ,,9,9 �0611 �/ � /11�3 1 * (11) __ 0 CA 19 � I I /,' , '- 'O 'I /Y I I x �, _1� - 99. 41- ,.,- G (.5 3 I �� I t.0 �1 M I 1 36 Poo I z 3 - I " IN I 7 )? �, / -- 27 1 e I I ��- 1 '' 7 I;? ! � ,,, �� " �- / -1 I 1 �P (ji 3: // �___ I---- - j 26 / / -4 1 --A - 2_7 Z 4:3 4 . � 1 I � � .- 61 1�01 /,4 1 IP � I N 7 5? 5? / �_ __ � I S. � I La CA0. � t7t:z_il I ,� 16 8.3 * " I , � A. � "I - _i'�, I I It I lt -t- __ __ I 0 1 - co _11, S,�O_ - 41� /f,/, I / I xl� I 11 I � \� / / - __ I i 0) , CM0 ... V � \ / \, G, _____ I �D i I IB B-39 4 _ 41,V - \0 , 17TI _� 20 " S NI. 25 1 24 / tA \ tA , \ -A " , i I SEWER - \ I if., *�',' 11 I __ N) A A _52 '�, Q) I ?`� 0� '! N � - � I � -1 11\ C�l 'I �\ - AD \ " L '0 I ", - - 1 2 , 13,71�A A� - BLOC B I , / / _:E:S , �., � _:M� - J / / 52 � 1 3 4 � " "U � � \ / / , __ I 0 , " � , I I i �_;, / , � \ (:)� I \� -,-.-- Z -�!', 41 2 -- it 65r IQ' " - "I il \ cy l�\ 1 � 'IT I ' �� 0 � rT1 l / I I I - / �, >_� �_ WN. t'A7 It, � - M IN. I I". �!LO MIN. FF e; "), - _Z:4" . ,I---- �,3 / �"(, / __ __ \ I 1'�� , I � I* 01 , 1 / - O i i / _:j ,�, % 11 1 1 1 � 6 ,I' , C's 16 1 � - nA _� Ol- 482. r. z l __ -4 �T �_ / _� 0, , C_ \ _ 11 I z 48L7 �� MIN, F F� I _`11) L 104 L 1111 ' 5,!,� ' I" \ -, ,,, I I I 11 , %,, � 30 , � ,,,/ 45 , /P/ I � - m 0 -�, ,�,'I "' 0 -*%JMIN, FF 1, ��o 1 48L4 MIN. FFII t - " __ � z � I m� - ,� \ - C>"- ,;� , / ; 1- 0) , I - _ 8,,[)G, t I I I "t I / / � I - _� t ,� U `I I ""O 1 / 1' / / C" , � 4 A (�I i 6 11 \ \� � 48L0 Q 7 / , I r-j I C' , 18 / -- k,� 483. - i I I �,� 0 1'/ / I - "', \ 1� " 38 - ___1__81,3a__ I __ I, I 1) '0, "/ I ,/' ./ � I / lU , - ', 1_3tz ____ '��o� I / , t; � I I I i� _> � , I, I _ I Q / ", 1.), I , I - �� P - El I 10 � _!__� ' ------- I- ,. 14 . , 5, TAJ I . ,�, /S ��ii r, I - ,-, N C) � 60 ,'� . 3�1 , , , , '�' I � I it , -7 9,j - I I I , / /i / � % t-, S11-14- E -5OI %, _1% _ __--r 1 .�4 T�� ,�, ' I 0 / � / / /� '��\R MIN� F F� ov, __ �_ 1 �$ I 8 "V , 2 0 � I 1 ;1\1�� 485 6 . ��, I i O ,�, '0 MIN ... "\/ // \1 i I X I .I I __ 1 I \ 426�77 I I i -_ - �_ , :� � , 1 I 1\' 11"11 � �:�e4�1__ ,// I - (U -1 _1� I � I � "C, �400_ G\J t,5, 'i')t 480�6 I'll) � / -" / " � ' ' RETAIL , \��P, / -TRP'C'V �'t;� , P Z� - I \ ,, 60. , ,�, 1054 --------- - - 9 \ , il I P.IB F ./,. P,B --------- �, I I 5� 8 �-5� 1*� �� - __�_ , I ,�' .i "',I' \ , . � I I , I - ,\d 2,5 011, V10-- --- -, 0 _____ - ___1 11 I I N F F " � � A Z I - ( SV / , I , �O �, I // I _______� 11� , � j�,;��56� _ 11.41, I - i R',i %" '0� A' I L 8 - 1�1 , � ____, �r ,( LIAM G. THOMPSON 1(9,\7 � 0 , / , _r __ 111 IAA IN. F F -5 80� I , 9 IV I /�/ I �, , __ 13 - Up,vei - I - , �� ,_ � __� 6_21 "-fam- _� ,---, > ��,��, N � // I '100 . !\ 57- 29 E I - '�� I) . . . . . \) I - V � II �.. / 4 � i ,� eo N , Row - ?,N!E"1t 'If eL 485.9 \ C', ,� , V __ 0 ��_-34�0"- S ,p 5- 60 t 1<� 4 1 ... 1� , �\� � )_ I _8 18 -15 " DRNG, 1%, " ! "(I N v , , C* I - Z_t5m,. I - -_ 1<��% - jd-Q *V� / - __ � , , - - ?,?, v(7 ,\ ,1�96_ A 11 I 1:�� 10 I / I __�- a - " - - - I ;� A / �p / - '�__ ______""' __ � qb- - " "? 1 � I I 11 I � I - T I� I I NT I "� - 1� ",/-,- ", - - --- L 37 i t A � LIAM / 7 13, 9 0 _-�-- - 4 - , YL �, I '� I _" -1, �?- ` "I ! �!4 ` -, 1U., I ____ I * t Z *7N'N$F ", � , li I 1_�� 11� <� �� -T1 " - --- . __1 iE It, �, I-- i 1� 3.78 � - �' lls _�50 - � - A I 4 '9, 11 & i N 89 Or ,�_, '.1 I - ,,--- ,-_-,,1-9tn,A,LVT'1 ,"' - �-' 0 4 � 4 �r, 1 z> , I - \11 - /0 CREEK " " ,6 I- �V , i -4 1 I�t S 1`9 L 2 .�'I- >�_�, , <1e In Ili 0 I ___�� L 2 _ - 2 \ -% _-�s 0 )i 1 'r) ' tI / R-1- --I _76o I I / __ _+� I Q) q I � .0� I N I .,* � . � : � S � ------ v ur`5 � 1 A- I - I � -.tAa / - - U 91 0 , 1 6,_ �,, �,,- - i> / I � � --- I . � I 1 ';� A� b 2i 6 0 __zl U , / 134,e,3 � - I t4 � - I I I I � :�> - ;-I- ___1(4�� , --- I I I � � . " - � -_ , 0, -7 I, I,� 1 I � , � �!____ , �� 80 r7 ., I X � 1�_ . � -------- - "I I -,� WILLIAM G. � ?0_95 1 k :3 0 J��z O 'Ij � t � ! / ff IN' F F /I ,,� - � 486,2Z' ,tIo I ,;:�'!'�,,�, j , �� I ,$I I / IGI / 11 r- ; 91 m I N 11 r� " I --�_- I / ,�� , : ,�, - - 1 4,4" `:� -1" I � I 11� 1�0�1 ,"- � - "I Ij �) 1,� 1 " / 17��!P-4 1 / I ot � - " �i, t - 9 1 - ,6 _---� ,Il� 1< /_/_� ' P ---__D:=, Q THOMPSON - __ � 1, Q �, I i f) K - .14 1 . " I - ;z! - - z I ��,�, Z�� - z % 1,� 'Lli - - 1, I I 1-1 � - ,I 6 � '. IN, FF , ",_ 4I '4, ,Iaoo, I I �� I- ,4_",� 1 /I - llv / � rn� VV 11 � �1�/ t� 1 Nit 4 8/ 0 �, ! I I ___ - , I ", % �,- - _�� i,,- 1 �� -,� - J * i � -L - � I, / *4 � � _j �5� "I , 2 "I __ �, !?",D I I - i --- i_ - "I _�_,_, /A? -- . ', 1, __j i L__i i -�---, , / 711� � ---------- _�� "I I I 'I - - ,�D� .4�8,6- 15 �p_ - �0 'r �_ ..L A / f 'I' 1�lz -I - 21 e�, � __ l zz� , � 1 / I /":i 0 � I Rz 25.0 Z ( � r I �P" " I , p I I �, _�, (3) t / 111. 00� .,.� I ., .............. Z CA 1 1 T z 23 X0 - _� -4 ho I . 1 1 _', �_�, A � U I I y 11�&� i z ,-I �: 1 % - I � 1,t &,_>_12 V; ,- �, " , bi� 4 - " - - I I )4,4 , ��S88,44-IQ -_ - _)`6 ' ,,� �-��- � ;�, I -1 7"' '10 1 � L 1 0 r - ;�� "��P' I - I" __� 'n � 1 481�O " I N wu , ' C' �4j� - ____ /// - � . 1/�, f;__ '' - �� N 11�) il , 11� I 0 �1 _,- '. "�i PA �I I _" l - i , <,�< ( �5' dg&;�� - - � ,,-- - � !�_ I ?- ,,-, � I �,, , , , 'I I P 4 1 1 11 . 148A7 * � ' _ , 4 N 8g 48- 1 �7 � , �N MIN� !`�F. , _, _� , , � - � I I I , 7:1�1 ,V� %zmmmm� 1,4,V 8 7 --- ' - - . � 0> ", I . I 1 P "'p - _� F ,-, W -- - ___ ___1 'Ppy- �f -1 , V &V__I� � ;5� -- - ..0- _N ; I �v I "I'll - \*- I-- I, 6 e �_ �', \ ,� ,?,, \ � " I , , _ , 4- 11�, _� _ _ " ,� 2 0 �S�1' � , / I . _4 � �� 9 , ,� , A � �, � I , L. �__ � I � - - T, �� '� � .11 1 %- H2" �,� I - �,� ,q 487�9 r ,:- 11 � �', i ,L-" _ it , t q! Ily 4�7 7L - � - - 11 , , " � 1� 0 i I -IN 1 1 9 _� `�' ' I I �, lzll��_ - ___ I I / ,�- -1 **%. n 'y / 11 I � t , x 1�. , I 01 0 I , , Z) e,,��"If I - __� I 11 - ,�� , U ., - I I IQ i` * laFo f� �� ' T A V 138 o5 _ 0',z - 11488"��-___ 1 / � - MIN FF '_ I I -14 _ I , - 1, - " - / j,p M IN, F F , �Ifa f ,Z 'C - s <�O, I I I,— � __� , " �R , f " ,,,, A, , _� 3 � �� ,-,--I,'- -, \, - \ IN �> I ,:� /' ' "_ - J,v 22 , O Q , ,� � 11 -- ,-� , 0, , 1 � G, � '�`__0_1'i � � , I, 1 =:238 _,*� - I" ;� � f " f , k I - 486 _9_ 00 A , � �,��,:,� * I *%\� , - I `<�-4�� 1- u' /I ,__- ��,, // I ,�� _, C _,� k 11::z:P, I I 1� 11" _**,4 1 ,�� 1 1 -,,�� E� � 'I,,, � 1 1 L , l x " Z/ I 011 Q"- "') "I _!�� 156 ' : 61 � ' - X \ I // , �;,v I N, F - , I I 'IS' , " _,�, I , I'll - - � , t, � _r V() 4. �3751 <,�� 6 , 04 ,- , 4� "' _q MIN, F Ft��' �9. 1K , � "mmm. "-O. . ", 'e, 0 0 MIN F %,,,I� , Iq -_�, 6 . 6- " , - ,��', 7 "I 1,0 t - 1 1 � S � " i5 ct,", " � - I I;�l ,�-, t�'; _�< 2 I ;�\ , \ - � 1 , ___ ,-.-,�------,.---"----- , _ - 6 1 1 , I-I -_ , *%%6 11 4, � �� 0, ,� � 0� k 10 - �� . i 0- ' � � I - � t l� � 4 , I- I I (AA -, ,I/ <',7 - I 1, , P * � �1 I Uj 1 � , 1 -" 6 1 - r' - ,30�00 1 - I _ � I- - - - / I ll" 1_� s I LA O, - I I VN ��Oij , I � , - -- - , �4 - "J7 . Ik \ \1 � iz�, Z), � "� - " '-&- ___ - - _`[�, z .. �_--- I I - �, 'I" _ � 11 3 _,_� �� C �� I "� MIN. FF L , I -, . ( PY , , , AV NN I V�� , AIIA � - �-: -03 - Nq 11, _-'%'__,[,f_j49,66 __j :��; f Ii ,OMMO g� 0) � ,�,_ , , � _ I , �"_ A I - 41 i�, - � 481.0 r5j AREA I I - , I ""/ I I ' I' . _ I � : � 7 8__ _ i 1 w 4 _> ' <��7 e '�/ , - , �, 1 1 P ,\<-, `��, 15 1-1 z 120� -, 1'�5g 2,� _ " -�n oi : 7 T/ /� 4 --, I - - �a 11 I f 1 1 I- If '_ ,< I 11 �', 37 . � 12 - _--;;vl O, 1 ", - _� - __ I '!Ir � "' 5 ' / ,\, - _�___' \ , �"\!�I �-� 'N� , �� J qP // 7,s�,q N Z� , ,., \ I _f - , - , �1 I , ---------- �_ ,__ ' "' r I I , - "'b", I ,.A ,�� 5 _ �� z ,�, A;� I I- - - BE �' i � --' I V / -- D! 5 �729=44- - -- cl� I � . � 48T 1 . \ 1 7- 0 tj . I �� I I - f F 14 ,.� 6� r,� �, ,0. - pt _, I CA m 0 _:�- IN A I _S� _�' �0 I _,�, t - � " ,," \ / V I U - - � - 4 _88 -, + 1 1 , I Q'I - F F ,-' � �56 � _�N Al "'"* \ Z'\*q� V� 't "C', , '4' b eq -Li, I z ___ ,�) F, - �L_ 19 /11 / I 6 , V., " 1�-'�' V 4 ' 486� 5 14�1'� ' 4,4, a C,-A I - 1 6 ,0- i,Ii I 0 1 - IZI- , - 1 11, " A - I: ,I I - � , , 1/ M I N, F F , __'16_ 4- I—' 1�0_ ,��, �_ q , �' - , 1� �'5, � I lA 0,11 I !�j 1 1%f ") I - , �� ; 6 "' �/ 0� 1 1 ,."1 - �, , , I � ,-,,, I --<� ' 8 . I I A0 I 1_j I _;7 , 1, 1 _ � N\ ,� V , ,P � iL- i t L A , I 5 481,3Z -_ " 1--00 A'A 11, I , , 40� - , I ,��,- I' \ \ -.- 1 1_� -s- - , in * �m ! I - fjo , - I , - , , , I 6 --,, ox- ,I, ,_ I __/ , � 111� 7, 4891 �,3 "I ?,U-' - I t � j � �� (j, I W � -, , , I- -5 - - *. , 11 __ ' 486,9 A 1�� 1- 1 7- " 0 � ,�,,, I I , / IN N%X - , - .0� , -5 , \ , 1. lo - r /_ ') 'v 11 I / ,��/ -- 1,'�, �,� ' 11,�i "�, * " �() - ! , !� 5 \V x\ '�� u - - 1� ,�, I'Ai I � �_, 6" ,. 4I: �k _ , _��_ __�7 ' l- �' I , � I� __I',1_I�_1'-,Vi,�1 \ �, � S C '0 C I ,_ - I,- " Z ,- - I , ' 4 -"� I N. F F I - ROAD I I I �,, 1z ", , , - X' M I N, F F ,�, _ 4 �� - 1 , , , .- I T=207.1 - � `__�_�_7 , , ... I- L CK A 6e " , N FF 1 4 _', " I I ll 01) QP MtW 1�_ _-, � 3 L,��z � �/ 8n , - "" , �� 0000 8 t 0 I 1 4 o .!�',A ->- �� \ -, ", . -, 0 000 9 _, '_ �, ,-, � 1� � �16 , , X "/ _1-1 m tw 0 I ,/: ,_ f "r ' , "I __ I _,\ ,, U, X, 11 S� I " � I &_.� \ -;5"" � " � �i , g Q A— , -1 , � 4 14 0 o MIN FF , :I - 1 , 481 1;�/r i =(,� �N - "I'll, I- -,,- _1 -, 1��_ I I I I LN N�� N � " I , _N_-8-44 , I V ,_ - � __ _8 j __ I— � POINT OF 10'UTILITY 7 ,,' /� , k � � __ '-' ' ' t"! I �_p ,��, . � I, I , OrI I� \�_ I 1_� ,L:i t , m A 48 I 0 4�� t M� 12t.I�! . f i � 1- I , I 1� kp 000, _-, ___* � A , 5�,� �,, - ", t� / , <1 ;;�� , -7 "� _', 1�1 0", � 0 -1-00 __/ _4 - , l ,, , ��,� � _,� MI N F F - �- C L\ F' M I N � F F I- \ 10 , %r, - �:::�� 1 �j 1A �,_l � -120,84- , 4�1 4 � 1 6 ' , - �, Z 0001 _,-.- � "J. I / , M IN. FF \-' � � 11 -, , X - 'L" - ?, - _ ------ � " --- - - I \ I �r f - b, 1 , - ' C 486,5 \ 36 & - A - r ---- -- �i�_L jr � , " 5 �___, - , I I') - /�,j -_ ",-- -_ � , BEGINNING L �5 m i I 1� ,� <11�76 " "�_ ,4+ �y, - ,, � I �' I j ,�,/ i 1 4 _"� ,x 19 ,�,, � � - 46 ,�� J _; - �,- I N _,_� 1 _ 'i �A _': A Ill� , _:: " � I I- ,�, �, I _��' / - 6. .1 , " MINI FF 11 I ) ,� 6 - 1 489,7 � I� " "", Zli,\ 81 � ,, -,, - �:: -� �;; - 01� �> t_ I� __,- , A, �, _� ,� " i 1 1 10 , 0 -1 '4 Z�� , � .�? " 'j"- 4 ' ' -, I A Cp - � 76 1 1 1 - ? . - �,_� �, 4 -It� I �, - - � I I �_ =======� I _"' 6 // ,;�, ,,, - ,,, - I - L_ -, - I rj�p - _,� ,,�'6 11 I O' 1 0 , \ �t,l 0, __ � ,_J1 46 0 � �� 1 cp ,�,,;� 1� I NQ RESID�� I 1_� �, � , �11 - - - _.-Pp '0� 9 'I ;; �-IuI I L " q , 1� IF P I , C,�,,UTIION! It (P I � , 1� �)� , __�, ,�, _� ",5:� \ _1 �,:\5\i :-::_:� MIN F F I - A' 0\ , *-Z \!�-, - " I , " , x I v ( , , �111 U - , '� F " \ .�' \ - ) � � - - ,_ ,� I / -, - /'� 490�5 I"' 11141� �, �F. I I V I ,�_1'1�5_�, A l��_ ' - I 0 7 5 � ,Ao- "- _77A, ,_ ,I 7 X -, - �t - '%)m \ 0 ��"___� ill ,>I __1 z I- , - ' _ ,�, , _ , - - I � � - -, ( KI �� , I - ,,�I iSl � _!�', :�: �1 ib? C, � � / 1 " I �, k 14 EN'E OR PEPVANFNT �� , , 1 5 1 , / --�,,�, I �� ,� -, " - , � , I /.__,� --- � �;� r\) ,,,'- ", �, I _----- 'b! 1 -11 �� \ � I � , , -- ,�>--- - - 7 - _ 4� ��,�j W/W ,,-I STRUCTURE SHALL (31�; b',IJL*r , -'-/ , -,\1�� -� _*-�� -%� �-- \ ( , ' I I 1-1 i-, , - LOG, -_ ,?" - , ,., --;� , t� _ii__ I J �: ) lb ,,, ,,-� - � - "I �_ ""I 1 - YI I -�;� _�:- - , _' W, ." � �1 M MIN. F 1`,�,I 1�� cq,�� I NITHIN 25' EITHER SIDE 0 , (_ / Oi, � __ 1 16 " , , MIN. FF I ,� - " - " " - " �,,\ - F ___�I � / 1, 06" , _ _ 1, ,� � , I M, I 1,\ -,- , / V , - , I P \: . - " - ' b� , , QP , j � n> " 1�p A .0 I �_ I ' l l C I <' I - -I& I�Fl 11, �� __� __-, , � - tp A, l / " I - _t__1 , v %I - i ", I I _�, --- Vo �_, � I - ,'I �w A - I I Q � '� - _�11�- \ -A\ J ,'J i P �� 1+b;.v / ' 4 \ I 11 EXPLORER F'IPLrLINF , I - I �,, � \ :; \11� MK F F � 4 ;�� ,"11 4 1 1 1 _ "I" _1 , A 1 j � `Y - - - ko � ., __ "N e " �* � � ,-- I -_ I ,/ - - - - i 11 � m 45 , , � I I r\ ---- - , - - , \ - _1 - __ - - ==;r o - _22J a- � 4)0 * - ` _e ,_ "p �, ! ro ZIA �9 V ,,,�, . � - �487 5 (P- "" . , , 1;� tni i5 " \W ", , I 1 , , , 1� -��. , __ v , - - � � - , I .� -- I I 1 1 c-' I I ", I , __1 _--< I - IN FF ' - -, ,,� �9 / W, III I I - I I I I I I . � / ,,'�� /4875 ;CA � > � "'t, " "'� � � , , �,`a' 1-7 �k ' I \ � I P -C�� I , ;-;;- I I � I I I " - I - 5 1 1 1 1 -, ,/ � - - - -- _��/ R11 'V M Q� F, F ' A I I ,_1 lo, I _� I� ,,,, " - `1 � - - ' � - \ N � � -�� I - � \ ' - -'*�"!�i 4 8 8' \ , ;,Zl_ * 16 � I _ , I � � ,q lViIA - , j- , t), _\ I 1 ) ____.111 , - I R '11'1�11�11 I � �. I I Z�j� � � �, � I - - //35 '�v 0 , r 1 _,�7)�t'r I II ` / <�& __ ao , -0 , "I I'_ I I , - I ,---- - \';� 1111 - , 15 e / I lf � _�\. \ , _� �:II " ,� 4, V/ I � _�, 3 - �X) � 1_j '4�/ r ��, 1� '1 �1_ \' �b A,-, ,4_,�-!!,�, !�_ - ' > , I , t-� " 1 1� I � � I%-, - - -!" - _k , i - __ ,I �,o ,� 1 � _",, � 9 , , , �v � - , 1� ,� OP u 1 A __ A `,r - ..21 ,�, . 1 1��r YY � �, al \ - T U,E� CA � , '', 11 % � ,-�� I /'� \ 0 - ; ,` 1�1 , l R� _1'kMIN FF , 0 -� - ____ 5 SEMENT - � ' I 11 -, 5-, ::�� 2 � - -- - � -- \ , - 0 171� � . &v?P \ 4%P , " - � � _ I � 71 ��-I' , - T A ,� ul, t -�� , "?6.51 �- ',(' - , - ,I , ,�BLOCK ' " 10 ,J 734 , I jl,'i,)� , 6,fl / IV ,��,/ - , �_ � ,b_ P 01 " \ �� j!9 fr� ,st, --,- - I-- ,��g� - a )"�- `�-,.,�, ,,, �, 9, _l �,- , 10, ,�,\ k - - "' ___� ,-\' ..,; _ I I JI,I � 1 � 11 'I ,�, - ,�-A � I I I " I I 11 � � /I . --- �j �<i 114 I) ) "J(30.1- ___ __j ::�: 1 . I I 1, �', I -I ( \ I '- 'A I �, 1 � "181,c q I - __ I I I F , �� N' 276,,,j , I I i� ,i 11 7\ 15 0 \ ,,-,. 40 'A _Au �\, I , 'It- 111A A31 N C� t W - I � . z � K , '0 �_ _lk ' ' 1 9 , �,l ,_ " , , ".0 -, I : I I 1 I I I ____ , �, , o' I C"', I 0 �p I V1 I N, I - F. --�, , �, ' ' ' , o I I I bl�� ,_----- 6 I -1 --�;-", " I to' I I � % j) _�, '\ �� 34 ' � � � , ' IP , t \ I 10' T. U, E. EASEMENT I , --t - 65 66 i'LL10' �Ilq�,, I� O " "_- ,5" ) , , '- I'll � / " 6',-�,-_l �_� ,�� - "I \ \ I A? ly - )I 7,];, 1 1 ;W`i/ . _ - � , � �4 � , 1 � F�_CX_'�DP � 1 ,7, I / I�/ I , I , �_V ,�,_ ,, I- . , I r :� ,,, 011 �, Q � "��;_ 1 �/ 'I � 10-' I V. 0�z - I" � -, - - � , _, "I"LA i � I _#_- 8 (% P� �� I , I , � -,\ ,\ - � ESMT_ , I. � F�T' " " I I , - - � , , , � , ", I " "I , I \ (y,A " 0 �� I- , ��A� - i' ,�� , - 11 '�`i WILLIAM C. THOMPSON 74 i � 0 - 15 - , I 22. 1 U ,,, 11 P :�: `�, k I �:_ - � 1 1 " " ", F I, ' , � , � 0 1� V 1�1 _ I I __ 0 10'x IV TRANSFORMER EASEMENT Jo i - ____ - � " I ,_ ,_,�!, A , \ - �;! `��A A, ' - � \ 11� ,,-,-, ',�M 1 N, F F I , I,, -' �- 6 "�> -4 ,,, _�__' I , "" I- lp� CO Q-�i - TIQTy__L��J t-, LIV,�> _�, - - _I I t -4: � " ce 4 &��, 0 " �,� - \ 0'<I � -1 1 - ,-, ' r 4�, ,,,-� 11 I j�_ � ..O,- � -,- �____1�9, ' � ' " I . ?� - P_ A I /� , If 6, .. .. .. � I - I c) ,� , 'i, �\�11�� I 5 ','O�- " j,16 - *, F F $'>� 1___� i _ � ___ �: �t (:5 , - _��\ I , -(0- , \ ,� , �,% , 7�0 - O -4- 1 ,_`,�; r' 0 J , - 6 , I, , , -4 (I � �_ 11 F- v �-� '4- r III I , I A ', N 0 I � - ', � y /" "�_ I _� 0\ � � J,_�! F�.0 iN / ,§11' � -111 S&f 1, � ' �� ____�� W I " "I'M , I 11 1 ,,-�- - __ IV 1. ,�4 -�O� � .,. Cc IV x 20' TRANSFORMIER EASEMENT' I L68- L00OWfY I r ,F ,I , - " 4 6, - < - � , L 0 , ,zt � ' 1 ------- _. - -1-1-", _ - � � � �� I _' , " 0 , � � , , ,��I �,, - -' o - � 11'' "" - - __ . I I I - - 'ry , �1\ * ' \I ,�\_' �", ,, 489�0 � \ , � I IsI ll I I � 13I ", �4 , , -,--''---, - � I I I,- 23 �"? 1101*1 F F\�'�",N I- - %:` \ , c�,�,-�',�')�-, , 4bL(J � "I", (Ifl �,_� ,� , - ,- __1 ��o _� Aen '�_ A ____ /�"�� 15, - , ��,,,,�� , "oIr4 F_ II � -__ ---, � z I-, v 8 - - � _- IN 18 "I 0 � ,,, , _, - -,: �, " - - I � -- (I �t5 --- I 1 �3 "' , , �� d" e', -a I -, - - , , __ - I? \ 1 0 I I t� �-" I 11 , �,�' - - I` 1__�_, I / I �_ I �__��g I-, . , ," 490�O � 1 1> ,I ,:5, _�,_- 0), 2`6 ' , = 7 \ , C ��,% "�, �r I ,,- I.- -1 ., � , , 11 _(]z,- j b� I I 1 N I - 1 14 L �_� - / A 1 Z�6v , 1 6\ ' � - �, 11 �x ----, I � , � 1 64'�,// 1 � , , �� ___�_, , , � I �So 0 0, I / 030 4 � , - <1 . , - IE33 � , - ,b -, Ai � RETAIL ,,,�- , ,I I'D Z , 8I3 n " I -, ":'6 1 , 771 R I I - ?" ,,� E-'S-A�� , , ""I , ,." , I & � " �� I �R , 1 fqi ",, I," _ , I , I ,_�,_ \�� ",�, - ' -, 11--, JI ., 00 'fl - � �� 1� - � - , - _," - 33 \� - n __ I \ �,I , ,; . . _� I I z I I __ " _- �\ ,� I, --Ir [_,�� 0 , I _ __ \ 9 \ 'gi 0 � ,_ I � I i;� --i,�- ,N�, , �' r, -A% I k __ - _ -,/ 0 - , lo' . \ CA 50 -,W V _; �*-_��_�1-1 ;:?l .1�1 - 'I Ir" - 1, � A 0-.- �6 �� i - , , , ,� ?�* rl� � � I 1�5 6 - ` ___", � \ �,�:\ ,_I I < 1 1 I I kr, "- ' 4� I "I , " - , , �� -`� - t)f'i,10- `�,' " I � --\ - I- - 0 , - , "I ,�� % 4.' .133 , "I - -, ___ . / NAW F Ir ',,-' _�:-Glo) - ,�,� S 1, 27 --- n - i ll __ ,� -- I ", , "` , ., ,� " I - _,,, - - - __ __ A . � / I / k' . " - I -I i,;�,I`ii -- I:i� t - ) - c I - I � " , - I�_ I � - , -,,: ' ,�,� � - � \ N, � � ,p,_CN,�,��- - _____ , I - I I � ,I � I '� Z � " G ' 'I '` . , 6 - ' '_`�' �tl '50 , N' N 29 i� ... �9__� - I , ,'� , V4 �' --- T _,� �___, ---- 1 ,87 1 1 1 3 C.� , I I I 11- \ ,,\,,� GIN '2!I - � "I '_ - � _ A� - - � � ��V, 1 ___` - - , - 4 " � 5' 9: i - , I - - ��I 1� , _- / - 7 _-� , � - 06-21 �� I i __ � MIN. FF % � I)l -----' I - _ :�:< \ . ...... , % ' 1�00 i 9 1�.\ ", -\ I, evll _�� 9 " 1� � , __ N 7, _ _O __� 1;s, �,,. " I, , \ �' ,� , �6 1, - I K Fjf_ r -, - k ,!; ___.,_�, 80- 50 9' �_, , - -, � \ - ,I-��-,- -, V,I - - � , I , X � _ ____ , �_ to, , \ \ _ I , I" 11 � - X %1k t- �� i � r , � - � I ,;'-�� - ,)N== i 1,� ,�I,, '7-\ 42 '+Q,,5,zP , ,--" I - i!� '' - , ' 1 50 � ,_ _ i2 _____ __ i ,I, � - ,,, 'L Ov " � , ,� -- e� 'T, I A - - - - - __� I G, ____1 , __ � , - , ; �7F_ - " I ;, - � ` 17"' 4 ` - � 0 113 I t,�q, P , ��_ ,\,� ��/A�_ jw� - _' `,�' , - 1, 1, I ______�_ 1�� "I _�' t7 , 11 P In /__ , 15' SAN I TA R Y " I i � `1_ I � 'N l -',,- 39- 46E 7-- - . I _ - , ___1) 1 4� �'o --- - , - , _� � \ -% , - / -;, �I r - , ?-- \ I I - ___11:�� 51I,, � __ I I , r r,� / X * -1 � - I I I AGO ,� � , , ,?;j170 11, CL It I . ,u F- � �, - � � � -,,, -1 1 " o , - - a, 9,� I__ � , - ,-I eIj'�$ F-t ��, i \ "a �\, b, Is S � � I � - , � - I I 1 "-' I, �_ , 1 -� .1 I 0 " I.e I, I,' r �_ . ,:, � I $C, , I _ - I 16, I 0 I X � - �,', 0 � � / , - _�, � 1 ,,5-,, _11 m , � , � � I - ' ' , , 11;1 , ,?, ,-,� � _� Co __ ,-,' I _ _, \ Ii ,�,, , , , - - , �,'�/ I , �, �, I I , ' 5� , I ,,,, � I - - - A � � � - , I , - , - , -11 , , "I" - "" � I -1 "" I I , 1 , cp, I 1 58 1 " � I �, I \ ,,'6 \ - 11 � `_58 � -1 I ... I � , I I '111I, 11 ,,-'_, _ _-<�_ 11 I I - - I- � I I I I I Z, Ql I ," � � \ 12 T_ - I 1 � , , �91,-, ,',-' - 1 1 � , " , - I �� i, I 1�k, r) II 1 '�,- , ,, I % � ' " .", I ,_'I"/, y I I� � I "I -,;, , �-\,� \',�/ bLk_)GK ,� C ",:!,��;-- ----,, �, ,� " - , '" ,_ \' I - I ... 'O � ___ - ,��/,,' ` ;�` , ��L ---(,�,,,�, -io , - � II (z) � I -L, "', I 'NN , �� 62 � \ '�"A 0 i, � , 3 �_ , �I , __> __�tlj� �� ' ,!� -1 - \ & 5 , 3 - I, ,'� C � - - 0 t ____ I � , 1,� 11 �� 1,� , " I -, 01 I 0 "', -- , - , , 1, �_ 1 ' '��',� _ 11" 'r�"' - � 1,; m w -1 '� I, , _$> � ,,,, I q- _3 ;�, I:- V , A N. FF' '� "I lz,l \ ,,�\ \ �' I - _- ,"� ":, t� _; i -I- " , , ,i� ___�_� I ` � - , I I , � "J �__ , I ? I V _0, V \ Ac') 2 , J� "I--- \ , \ "I ��:�,� 'v" - 4 - - " '�' " - C - - 7 0 11 I , ---, - , �_ - � C�) - -11 _� & EWER , �o! '__� � I - 11-11, ___ , I t3 �-Jo - , J - � �t i 3::, �1�111 3 , ESMT -_ I i I , ,��"; * cj/ __________�__1r - I � -�.� ':::--_� 0 , (11A I 0 , V __- - 1� � _,;*,/I; _V�� -_,T",� � , - - - , �', 11___ � 7,�� e �, ,�� '. �_, , , , II�t <' , CD __ 41 , � , r, ,� _ ( � V ls�1_1_4_' ,>_-, ,� ,_ ___�, I - i I , �, �, - I I ", ; , y � --,?: - �"' � 15� --- � I I , � , ,;, ,�,?"� -,- , ,- , 'I'll ' \' " " A I 34 " - 1�� - t � `�' 60, ---__ ,� � I I , 'I - � ; I �, 17- 0 �- V "', � T__ 22 , ,'I %;�� I ", \ " 28 ' ' S �,N """ 0 1 \ ? ,5- c I - �, 2 _� I - tv , N, " z l��" A _,"! 13 , \, ,,/ , ( I '� ,14 � 11 __ I- � ,Crl� I V, �, " 5�15�, ,� - � I " cp / " I �311 01 �� 5 _. I- - -1 �O .,'., ,Ir� �,� I __ __ _ go " 20 ", _, NI, - _�, 1 6-to --_`�!- � - ". 1� � --- � , , " , " I _� , ,:, \'. `:� _� ' I j � 5� kz - , � 0, � , , I, � 29 ___,�,_, , 5� T k')�__ - I 1 1 I � Li, 'v�,�,�,,----,,-,�,-,�,�,:�:-��- - III __ ,�,�,,�",�, ,,� A � \ 32 / ----' �` - , � ,� �,�, 7- � 4 � Q, � 11" , _ _011 I I " , I _�� ,_ _ 63 30 _ z , ,\'I, - l "I I 5 (�,,� :� , I " � / , I � �', ,� �A, \ _1�9 , , , , I ; t� V Ia� -- , 0 �D ", BLK� "B " I \ \0, � ,_ I 1, Ir - "I ,�, I , �,�I,1_ \ __ Z \ - �_Im - � - I - - - ------ �,_ j . . 11 I I , 4E 'I I I 5 ,Z': 1i � _ _�_ I �; ,1� 0 Qj T -I 15�� 11 \ ql 14;� � -- " � � tLn I 1, " __11I " - - : ,,�i,� 1, ,, I �,' I I, ��_ I I , - � - I -, _ vo IiI I � /' I <-; �, I I \ b \,- _11 -, -, "I 11 \'�- 1 1 -,xc�_� (,�- , C), �,, 43 M ;P �, - I " _ 24 :�:Il;_ � i _��_",�-,�"_- " I � _�� _1 TNO �6 %� '0_ � �� I ��__ � � � T " ';� _1 ". , , I.- 11 I -r � I 11 ,��,'A \ !�� - ,,�_ , S 'Is IV' S , 04 1 � - - 1_�'(Y` 'I', � 1, <"-, / I - I I � - �� :�,_ ,, ', I , �� - 6- __ 1_� , _� � __ (P � I C51 I . , - ,,, � �,,_ ,� m �,!,'_ ,_ , � Yk 7- _� - ��, , I , 11�_ I I - - � " - I !:: " ,;�_, -�� -4 " __-,iI - I -, > , - �� __�_ I , �� ;4 ',- � � &`- I I "�,,�, ' t", � __ , �__<, � , , I I � 1� , I ,---, , I , � , -Q ,*, " I 11 11 I,--,- - 1 m + I - � I ,,,'- , CI I � - -1 X �11 1, , - I \ , " 10 w"',> I �� 6, - -5 __ , " I- D A I LA S POWER & LIGHT , - , I , -il"', - �_ I _ " I �, � �_k z�,� �tl , __ _ ' - ,_ * :,�- �_ I � gil, 0 , 0 ��,�, � 17;1" 1i 1. I -- LOCK B - A� " I � ;Xlk, _4 - I / - I I J 'V� 1 S �Il_k I��_ I 14D.�111 ,,i_ 0 � � , , � Ie ,��, �__ � , \�Ali��, \\ ____� t �,� : / ____� - �1, \ �" I , >I,-) L/ , 0 \. I - I -1 � \ f , > , 7 11 q _�� I %.,',, A 11 _� *7- , I '_ " , I - 3 , - - -kzu 0 7,I, 1 � I I f 0 ��', ' I V' V1 , " " ___�_ :,�, - " , , , f- � , , _� ,_ I , , I I I I - I - � I I I �� e' 492 9 'D' \�� 4 , -, " , ...00 - 1 � 15cl- , , Y I I f- __�N\ 1' M, 1 N FF \,�,� \ . __ ,,� or _- _� I,,,, �. I � I I -, ___�___)___ � I . � �_ ." I� ", , _�� _ - 6 - %11�\ I \ ,_ � L" , � ,� (� ,,, It, - __ - I \ , I � �, 1 ELEVATION REFERENCE MARKS I 17T� � - - ,; /'-'� 1 >�, , , --\,--, - _____ ,,� 61- ,_ - � I _r- � I z 11 I *k Ir ,,,") � � _--____�`TIUA� ' - -,� � _;� ,?� \� l z�, ,,, 0III, it G " \ 9 � ___' 1 1 I ___1 , ��, , 01 \ �, ,�, ��l ___1 _,j ` \1', \ I I �` VOL. 4414 PG� 82 1 � -) I I 1 44 I ____� -- I I I I I , I - ,��,,k - I __ _�, _� - ,%,� I " I - t_ U� - I �� -, -;. ,�,_NN -, "_1 I A _- -p > �4 2 � � �,;�:, , I � , S ') '7 - V� T - i 6r ' ;?3 � - � -' ��__ 0, , ,, , ,b I - �f, z1�+Q--tv-5rA � - 0 , I' , N �,%'I 11 . - ... " � I I (J) __, __ - , ,I � j__ /-, r,,, I , JYM\1 _ , >---- - \ ,IG ,;? C - \ i .�,- - I ", --".-" ? ' F, 8'8_44 - j, 'j� %. C: I�z) AEr-ERENCS ELEVATION I I I I I i --- __ " 2059 - � el 14 1 , � . I-, �,�, U '15, , , , . _92 , � , , I 0 59 /---r�,,::��-,,� _------ l - � �_ I " __ (,Au "' " 1� - _�� I ' I I I - I - _' I ,,, ,,,� , ,,, � I ====� '3� 1 � M F-AARK WT, � IGVD' DESCRIPTION OF LOCATION 1"�' - - __ , ', ,7, �-" -, -I- \'AL� ,'o ,�, 11)5>__ -, J`�\ ID - - r,�\ ", __ lot - "" \ " �k, tI_P 1 1_1_1_` � I , I - , � �- -.,,: � , , 11 , - �,7j' 8 OI� � , " t 1 0 \ �,;�� - ,,, , " o ' -1 . - 11 __ - 5 I - - 'I' �'%, %'(�:�,\ �;! ,__- \\" . __,---- I I , -, Q , , � � I , - ___ -A �, , _�_,_ - ,;" - QR . - -MIN. FF - � I " NA -_ -1 � " ,� I , � --< - - - � I I _,BLK� b 77 5',_1 1_4 I '� -a� Z� t - I _�A ,�_' -1b ',�� __-, �_,_ � , I 1t5 "'� �" - NO RESIDENCE 01, -3ERMANENT I I , 11 � I ;� q \ 1� � :' --, A 1 , , 2� -t- _< i �) 1 $4 , 49:3 4 60 " u� __� I 7 - "' 1 0 - 0� �� /�,,','� 0 I I , __ � , , , SHALL BE BUILT I 11 1 j_?,,I--3I E I , '_ ` S , I , ", - 1, I __1 - \ I 1� � 11 ------- � I �� -,, , , - 711 - I I I'll I I I I l I - , a 1 1 C � `�\ 0 , , I _____\\ A�, � � I '\ , 7 I � i 0I I 1� 15 �j 1 jS ,',- j��N, 15 , , ,e I , 1 � \1 .I- __,_ __ I I I I , I I _ �, I ; I 11 I _r I I , - - , I I I ' � I � , , � I __ , \ " z, 46 SI 6 _,,,,- WITHIN 2 5 E I T H,` t, SIDE OF I I " , 'I- , , - )I �, I, --' 11 - _ O'� I " ,_ I I � I , I - '_�� __� �NE I _Ni� 5 ___� ��,"�,_" , �A I ii , EXPLORER PI'P Chiseted square on top of wheel gua at southe co o f 1, \ 0 ',�, , - 7 1 1 -,,,,�i I "Y" " 11 _____ \,,,,, 0 ) I ' A. ' \ / _- 4, 29 6 0 1 1 � o ,'- , , ,�, ", I � "_ , , I \ 001� 0 - � I , , W DRNG� ESSiT � � 5 � q \ , '1_1� 61 I- _____� 5' DRNG. - Rm 19's 460.91 � , I� i ; , �, , _ - 5 I . I NG� - I' " �,,C- - � �, I � , 12, � ,,��,. , ,,, I I � 7 _ 7 I - 1�� _ lo "I , � \ >�> CIS � I � - ,, �:-Z�,I, Z "T"�___ -, -- �\� 1� I ��, - � -----I \_1" � �� - 7-I I's , I 6 "'I , , - 1 ,_,5�1 \ �, , - I � �, - 34- P E I �, , , 1 � � - i I_; ,�s 0 5 �, Q 1 57, 11 i �s I I I _< - _--� '� ____ I - go I . I � _____ �, _ , i %_ %,- , ii '� -7 "?-,\ ?" I 5, � (�,-, I ()I I I \ __1:0j '&' I , - i�_ ,- 1, i - I , 1. 1b.,zi:11 _;__ I T � bridge on Beft Line Road over Grapevine Creek. ___ ,6 ,2v&_ 1 '� j t�% �M� I , - i, T" 6 N: __ i i. � I �\, \"� 4/ 'A 1____� _�� " - li�l J � __I� - 5 -�� - ��) � _,_;�60 'C' ,< ",I,,,- - --I- I b I _�,I_ , \\-�'C_ - CIA1--i I I , , �* 5 I -, A - %_ F _* A _�_ , A01 -"-� , "-,�, -11 I - I Z�k N N I __ _________ ____ / =:q MIN, F, F 'it ju ,,,,, I I 11 .0-0 ----' , � � I �j I I I I 1�lr I � �, I 11 1 5 . - � 1, b, C, � - 0 \ 11�3 ___1 '� -� mer of I "I I I � I I I _"� - I 0,_, 0) ,,�- I -I ,� � �? 11 . I _�, " - \\I',A:- ,,,, _�� _� , , 11� 2 I 0� I , 11C I � -- RAO 200 510,71 Chiseled square on top of Vv h0tu g a t Sou Co I ___�_, _ I --- 1 -4 m -,"tq I C�-;; �I_ ,� C'D� , �', -,, 48 - " NOTE '. EX STING SANITARY SEWER EASEMENT ,� lI � t26 79 I'll, 9 1 � I _- 1, I - N 86 ' _1 494.0 m �Ql ,, I !`�,_ 'Q) I'--- 1-11 0 It _"\I - ___' -_ . - -�,(--) I bridge on Coppell Road over Grapevine Creek, I - I � "A i � - 3 4 -3 I W ___ 1 :�" , � � ,�,\ ; i , I :�; tD 1 , I zo ,; 3 ,�, ��, 1� _----- - I - N _� 27, r��l " �41 -.-,) �A � ___--l __�" CA-c�, � I - - AS F1 L ED I N VOL � 78074 PG� 154 TO BE � I ID `0 I �, 1_�� \�,\ C \\ ..� � --A --- I I I � , I ,� I T 0 -6 " __ I � , � 7 I I I , , I "O -1 I I I 11 � -1 ___ - - , " I ,\ I "' "�, 49 `t` \ -10 __,, -,---" � ' - I I t� -5 C', N 5 8 - 56 2 7 W _,�� 74 !7- " �_ 1) \',� \ , 1 .0 I � ___ 15. --- 0, " i�� `�_ -, -- ' 1 52 ty -i� . . . . . I ,\ -I , , 11 ?�� ,_ ABANDONED UPON CITY ACCEPTANCE __ (,-� I 11 l I 1� �_ I , '� _� S\ , a m 483,64 RIM OF SANI, SEWER- 600'i EAST OF DjEtITON a IfX' -, I _ ' 6 _,,__ I _16�'C,� 1, rl,� V I � I ,�, .1 I,- I- I.- '" I � �� /11 I __�, �, I --' - OF THIS PLAT. EXISTING SEWER MAIN i�3 I I I I -- 57, , 130, /, _'0�11 - " __ � �0\ 1,� *,;� __-- I I � 'i , N41 N I \� , P - 'I 0A I - -, 50 :�, I " 5y " -I"."', �_� NORTH OF BETHEL ROAD AT GRAPEV'AE CREEK 6 I I I i5' DRNG. 495�3 / I 0 --,,,',%,, ,_'k I ____1 ! - �5 `�,, '1'1 - 1� 5 '11, .0-10 , \S�\N -1 __ LOCATION COINCIDES WITH PROPOSED I I � ? --- _�1_1_f_ -, 11 __ 6`,Z� 0, � " , I- " t I V - --- I 1,, � -A ,r� , I I 1� , \ 1 5�3\ __ -, 1 1 __LL�i_ , 58 / ,/," � 0 -, I I - ,A L� .001* , 0 � � i:11 iT �141 � \Ii�_- P I`�� ,\, -, ��_,)� \�_� 51 I- I , I / � \! �, , C11 - -/-*' - , " �, � 5 i �� 1 x : :, '�', , �_ �, -, � I N 80-38-2i __�d I r� . I ,,�s __-A I 1'�_ - - - \' 11 1:0 11 ,_ � , , � I - I , � �, I \ _� , 5 I V , le� , - ---I-,--- _______ __.______,_ I I , �, i " s ___ - FINAL PLA i ;;�- \ \ i I�, ��) � I 25,00 le'- _- " \ - ___ 11 _",� * i: _� - 6 7 7 - T , I _ �, � � I , _-.1-11 � , ", -,(� � 1 52 ," ',_ I :� - -V 7�3 "M , , - __�__//�;� 'n C-) I � _* � �_ � 'A .0.0" I- / -- I � I T ,.- ,;��, � 1� I \� , "I", I "I , I I I I .- I - i 1 1 ( I " , - � " -,', (,> -I,- _11,�_9"I,__>1 -, 1_____, -,, -< I_____I__I____' ; 1-1.1- OF , _�" 19/ \4 .... � I ,Q� � � k,_� I � V'_� , , - �� ,� 1. ___', 1 NO I 1 , g,� �A CEIN t I"UT FA �, 11 R" . �" I I- -- - t ---- 1 I _ � I I 11 0 � _j 1 , 4 8i LANDSCAPING /_- � � " 'Q1. 0 _______a C � - �, "e I , , BAPTIST � I -��, 1__�__ -�-,�_��,i 11 5,3 - , � � I � , k - ,,�- _�,, \ __------ I I " , " lz; � - ; QUIT CLAIM DEED " 0 7 � ", 1, ,�? 'e-, ,� , 7, 1, ,,- I __ 0 I 4, 1 ,,0. o(j oo- 1 I I I I 1 I,, ,/ Pl�b ,� "I - <9 \ 'i ,5 � .0 - _T1 I I � I 11 I I " - I I _ \ __ __ , , 1 " i R I 40 1 t f / I I 11 FOUNDATION � ��s ,, �A 1�1 � I 43.- � a - " � 1--' I I I /I r I I ,��,,'� ,�- :�),�� I , - I� I - I I I 0894-9E>' �; -4F.02, I - I I , _____ 0 I_ I L 1 6 1 1 I \ I - l �, _,,q,I. - n -1 , L> I i-�,--,---"--I-----",-,,--,�-li------,�",,---! 1 � \ , , I ", , ", � " I , '_.- " I __ 01, - -,- I 1 57 \-,-- i:>, 0 1 1 �_VA - E h A[_)" D I T I 0 N I, � "'o 11 --`�,, 54 A I >_ .__* ___ �, __ "I I 1 40,00 �11 : I L-45 - , . >; 7,< I _C,5�," " (--I*- VOL� 86109 PG. 0 I , - �q� Iz I I C; " � ir,,��5_ `5� --) X ,� � I _",,� * ,�� __,11 ,_ WILLIAM G. THOMPSON (I I I � ,,�� _,_. ___-t , I t � R L V 6966- 11 ,,�, " 11 1, -,, " I ��,_ I I i 11 I ,,', ��Z! I 11 ___�� "'_ VOL. 80112 PG. 3068 -0 - ; IA1 I ; o 5" , ! I '?, �,- "", , � - 0 0 I�_ .0-0 , I An > 'e l I . 11, � "� ---,------ - 34 1 it I 1 50,00 i / I _r Y) I ! 10, I . I � 61 LI "6'a o��.'_, " I----- ,_1_________, T 1 121 1 1 1 , ,�� " -a � " MIN. F F �, ' � 55 , , "6"3 -, -, , I- I i � I I I , � 11��, � � , 1 ��/ i - & 77 ----- --- ------ -- � 00 ,,A , � " __ � NO. i C11 ,_ .1 I I OVI, m I r- i i L � l I 74, � 41 A ' A TION TO THE CITY OF COPPELL I ,�' ,�,-;� ,� 1 INNER i CENTFA�INM " � I I 1�;,,Ilj' / 501,4 ,'/ "'""n 1�_ ci/, , I AN ADDI I 11 � �11 �_ ,',�,� __� L-I -i-- -4 , , I I I _f I I I i i 1 � 56 , -I "----' / -1 1-" - ------- L_______'____,_1 , I � '. I I IT '2 - I - ,_ I I 4 1 38* 12 2,9 1 4" .1' 07* I W 26 45� 1 � I I - , �', "' La , -11 , .�, 11 P, �� I -11 � � - 0�00 - "I -- - I 1 4 � f 3i' 39' 26� 1 1 1 10 - I -1 4") � � __10 ___ 4;,S�00 1 450,Ct' I . - 1 35 1 R I I 1 50.00 i I I � 11y I I- - T 1 138, IWO7 1 '56,91 ; 11.1 _ "I -- ---- ,�--l-�---"",-"---��",-�",------ I I T I l i4 A0 � - � el;> � I -, _____� A 1 400,010 1 OLT OF THE l -1 M I N', F F I 1 �4 1 �4 1 � � _` I � � I I A I 1_ 1 , I I I � I I I t I'l �11 , ' 1� _" - I A I I I L 266, tl(�42 1 3ol � 9 I No, ! I-ER ! 'Ell."UtIVE I I 1 L r � I � " ,� , � , , I I __ __ I 11 , I` I 50r . � () _l� I I \ P __._�, '� I i-.--,--,-,-I------,�--i--�-,-,-I 5 --J ;_[__1________ 1"" I I____j,___I______,_____ _______.,_,_j____ 2R - ,5 , 0 ---I � -si I-I! , ovTu , I ,I __ I A� I - , 'O -, _ - 1111--111 ___ _� � JACOB G. CARLO(1`1"�K SURVEY, ABSTRACT NO, 312 1 1, � I I "I " :/ � "I , - SS , ""I __---- I I I I I I 1 , I � I � I I I i I I ,tO �o , _<_ .I-- ",_ A j 9* !i8 48. 1 IiI 00 00. 10 01 9' ?.a- I I I , ow No 1 � ' V � 'I,' " I - . I i 26. � A A ), --- " , �r, _� I 15 I & 1 400,00 1 475,00 1 450�00 1 1 1 A I I 1 143 ,� 14 I i I i A - 1 FL00Q A I N / FLOOD WAY o ,_� __�', I - I I I 24 I III I I "1W i i 36 I 50�00 I I L I 10 I T S' __ " ___� I I T 1 �4,93 1 - I , � I I , I �;o � I ,�': I ,� - � , , � 1 �9,73 40,6� f I i 11 I � EDWARD A. CROW SURVEY, ABSTRACT NO. 301 11 "I " 11 _-I I I L 1 69,67 1 I'S,68 1 1 X I t ... I ! i L I i ; I � __- � - � 0 I ,-j �, I , � / ,/" �,�99> .-_� -:171, _', � __ ; , 81,09 i " I L 1, I 1 175.3� 1 1 26 "' A lr� � I � I I" 1 __ ,-----,,-f - � 1 1 I I �, / 0 - .1-00 --- _� �� - Q�l 1--i-i�-----,---I----,,------l-----.-----� J'_J_L_I__J_--11 ,, [,,-,i,-�-1,----,,-�,-,,,-I--�--,---,--I I I I I I ,, ' r- �_, 1 - I , MCKINNEY (!Z,- WILLIAMS SURVEY, ABSTRACT NO. 1054 ' , "' - E � I " I - - �� I ____ I I : 4 � I I I I I I i , - � I �� I , I � I k, , - I I ; , i,4 1 24 53' 24- 1 24 53- 2 1 A 1 87 oN CIO* � f � I ; A t t, 20� 09 1 1 i I , � ,_]�,,�,,-,, - __ 4 24' 53 24- 1 , � I ,�, , I � Vj I A - �_,� '�t 47 1 ,- ".I- - - 1 16 1 K 1 265,00 1 272,50 A i80,00 � F " � - 1 40,00 � I I �, P I j 2� j R i 20,00 j , 1 It I r I I � 1�01 1 1 T 1 $8,48 1 60,14 4 1 1 i i -, 1 1 1, - ,�-- 1 61�7* � , t � Tq IlA,99 4 � I I I I 38,19 I ") ` 111 "s f ,',�� _____� I L 1 15,12 j 118,)II 1 121,63 : I I L I 60.� 1 , _, 1 30�i7 I I I 41 I � S COUN 1 (, TEXAS 11 � I I __ -1 I I I � I j ILI 1 1 I � A - i I I - _, ..00! 149 ___ ,_ !,___!1_,_____,J � ! �-,,-��--�,--,.!-,.,----�i-",-, -"- _______1 i--,--,I-l-�"-,-----��---!----!--�,- ; DALL I I It I I I� Cc- ,__ -,'---, I __ � I � i ; I -,-,- t I I I I I � , k" 11) �� , � l _A: n - 13' oo- 1 Il- n -,. I I , I\O I- I ,- �, !At ?��, 3�_, 13* 1 _j I ,�__ V?, --- I I ; 4, 2 V1 10 02 ; i � I i I I ___ I- 1 33 00 I W 1) ! t i I I � � . ( 0 �\ -1- - I- 11, ! I7 � P, � Z65�00 2 272 to 280,00 t j 26 � R 1 $0,00 ! 34 1 R 1 20.00 � I � � � ', ,I ) , - I I T 76,80 27 5 . � I T 23-64 1 ( � I IZ-1 _ I I Is 28,3" , I 1 55A9 1 ,I �, '40 __� I i : I t i � i T 1 I i f I i I _ � ,� I 11 - � I I L i i3�42 t 54�91 1 $6�44 1 i I t, I t 1 33,92 � I I 1 1 t A175 I I i � � �I, " I , ,,,,, _� ; , � 1: I", I 11 � - "I I * , A,- >, ', ,_ ,--' I � A i_.,__I__1__,___,_I___,_,__? ....... ____ ----,I--:--- 1 1 �)() _ 111 , __ � � __ __j___,__,____I_______ --"-, i-----",I--�-1--�,-,--,---.----��-,--,-,--,--,i------�-,-,-f - V01,88 P9� , � � I _� , " __1_1 , � - --"--,-,-! , 1 1 i I � I I I I I - , NORTHLAKE BUSINESS CENTER i � � 'A 1 30 41' 20 1 li W 4 t 16 26' 2� A I I A 1 127. 09' 21- 1 AUGUST !987 - � , -1 �- �� _, I I I I I � bl --" I- _ �, , I � _ 1 1 1 1 10. li 4,i- t I I I "I I I i I , , - �,- - --,�--,--."".---"��-�,-,----�,-,-",--,�,- ,� I '.k j � 440�Alo 1 497,w � 5ps I0 2� 9, 20 00 i I i f t 1 20,00 1 1 i 1 4 0.0 � P" a "N � , 1'5� __1 ji ,( I � I I I I -, __ 11 _11- -1 i ' I ,_ - I I T 1 114 � 66 1 lfl,31 ltll� ?3 � i I 7 1 24 i I I T 46�2$ 1 " 1 1`0 '31 -�,. 9 7 a2l_lt j I L 1 35, 1 � I 05mmmr-___-", �_ � N ' � I INNER � aNTERLINZ I 'o"TER � t 262,46 I - ! i I I L 1 44,39 i I I A �> _- �___ I I I 1 _1 _, �_ I— __ - I VOL, 81085 PG, 978 i � , I L I 1 i I , , " 1 C � I- -�l--!---"--,-,---."-i".---,-"--i�, I 1-,--I�--,!-"-�-�--.-I---------.,-,---,--��-, I -,-I-,i-----��-----,-,-,I-�,��,-"-�,,��",-I-,-�-,--,--�-I 1--.I--I-,-,-------i--�------I---,------I I - - I __ - __ - ---- I I I I t _ _, I _4� .1 - D - I 1 I I , A I j I i I I I I 0 � I e, 2 I POINT OFV W , I ,I-, ,_ � Ily� � I i I � I ' t, 1 1 6 - W 54- I 26' 36* 54* 1 26' 36' 54' 1 I 1 A � 48� 23' 06- 1 4,� 1 215 25' lo 14 � 114* 14' 1 0* I I C __ I � - C'2' l3� 1 ,O 09' ,o I t I I I � OWNER' ENGINEER: I 0, __ 0 _� I ? � ! I M"Fa I UNTURLINF, I OMER _�__ ' � 9 � R I 400,60 1 42��,OO ; 4 I I 19 I A 1 112,50 I 200, III I 207,50 I � oA I )t � � t 50,00 i 1 40 1 ?I 1 20,00 1 1 i I - 00 M M E N C I N G I ), C-� - le V �_ _ i ___ i -,---------- --,---- ---,--- ---,------ I I � T 1 94,61 � 100,52 � 106,44 1 T 1 86,4S 1 8 75,AI4 � ; i T � . ,0,94 1 I -I---,--- 1. 11-1- - oi, ! I I I 1 ' C", � IIINER ! UmUp"INF i (o1:1TtR THOMPSON, TRUSTEE NATHAN D MAIER, " I .15I \ ,, ! ........ _�__l A ,______ I I I I I I I � 11 I t T I i I I � --' � ------- ------,,----------,------,---"-------,-----,--"-- - ' �, I " I I ; I 4 , I I L � iai,81 I vi�,4�, 1 209,0t , 1 1 I L 1 1 62,56 1 164 � 21 � 145,�43 I L A I 197�99 11, I �9�zs I I WILLIAM G, � _ 1 � I I - - - ' D , ___ i j i � �,`�-oAm) I I I-!- _ � - _-, __-I, I ' I I I I 1 , � � W M. 1 i0* 56' 41 ! I 1 1 1 I CONSULTING ENGINEERS, INC, _____ 1I , A ,_ - I I ----�11--�---,-�---i-,,---,--i---,-------t I___'f__' --- -� 1 �_._I____1_____,___ -- - ---- - i ....... _____,_'j__,__,__1 1_1__ I,- ______I___J_____.__1 I i I � i I I A � I I I I I I I __ I I " I i . I __�' _0 I , i 4� , ,,, W i � I I I t I i I i I , - I . W 21' - - - I � ,,� , - , 1 1 i R I 180,00 I ,2�1, 00 I B60,0o j I I 4 1 IP I 24 27' It I 19' 46' 40 1 S !TE 1510 1 '4 - : I ' I 1 & I 21* 42' 41� j 2 46' 59' I ,71' 41' 10� I i � A I I 1 2le 36' 40. 1 � � -�, I j 2W 54 50' j I I I I NV 2V w. i � I 'TEXAS 75225- 58H A I - I � __1 f , 'r ! 207AI A �50,7 � Z38,06 � '� ! R ' 400-00 � 4i 1 450 1 1 �Ji f k I 400,00 I 42$,00 1 4OA�w 1 1 20 t R I I I �0, 01 I 1 19 1 P, 1 50,00 1 41 1 R 1 4011�0 1 1 I i 1 1 1 � I I i � � DALLAS, I _,�_� - __ I I - A 404.�I 4$fi�f - � 4t4,4$ ! I T I 36,24 � 9LIA 1 74�41 1 I I I 1 1 6,71 1 41, 79 i $6,33 1 1 I T I I I 1 � I I I I i t - I ! � i T � 2 1, 0i I I E 8600 N. CENTRAL EXPVIY I ,__,_ _�� I - --- _! -- � _1_ i ----I---.---,- I ____ -1- I I 1 L I 72�29 1 is 3� 1 147,41I 1 t I L 1 151,57 1 161,56 1 0_5�6tl I I I L I I 1 208,23 I � il-1 � 261,72 f �, IL I 38, 1) '21 _369-5200 S U11 T E 3 C () --' - ,,-- I I 1 1 1 1 I___.11_;1_L______1_____ -,--- _______,_! i,_.L,_ I---,- ___i____,__ I__ � i I i I � � I I - __j_____1 I -i--I-------"-,I--.,�"---I�,---"--�,----� 1,---,-I-",-I"--,-----;--,-,--- i____I__L__,____ t ----------- - _____I_____,____.___J DALLAS, TEXAS 752:31 -, , '10) (R? 146, A 'I I � � t I i ! 1 / ! I i I 1 (214) 739- 4741 1 �� _� $ 1 W 00 � I A i 4 40' 25 i i I I - - - ,I i , 1 7 ,!I � 7� �0 00 I I 1 f O' 42' 51 1 24 W ti- I 15� W 56- t A 6, 1 it, a 00 11 It W 00 I 11 3l' 00- 1 � ! a i 1 i I2$1 01; 00* ! 1 14! i i N101 i I NOTE : MIN!MUMI FINISHED FLOORS I ,- Tr� IRF 303� 1 1 i - 1 i I I 4�, I ,,,- ,., &,� � " A � 00 � A - - . i 1 2 j P, I 3 IA 5 , 0 0 t 425.00 i 465,00 i 6 1 P 1 400 � 00 1 425,W 1 4",00 A I � I I � _` 1 1 � ; i I I I I P 1 400,00 1 425,00 I 450,00 1 1 21 1 P, I I I 50�00 , i ! 30 1 III 4 50�00 I i 42 IR I 20J�o I i i ::�� BASE[) ON 100 YEAR WATER 49 ; T � i T 1 23,70 1 � I I I I I : I A __,_-, . I I � ,__ ,I 1 T 1 2il,22 233,16 , 255�11 1 1 1 T I 10,01 ! 92,94 1 #,2. so I ; I I 1 40.4!� 1 42�18 1 45,51 I I I T I I I 11 I j L t ! I ---- I ! " RY SEWER 1,56 AC P "' - -m __ __41 I SUNBELT PROPERTIES-' i L I , ", �, � � 7 i 426�51 1 .66,66 I I I L 1 60,9 i ln.CA i M.22 i ; I L 1 al)�63 � SSI67 � , to, 71 1 I I L I I f 1"'ge , I �, i 261 � so I L I l'I, 7 9 ,I ; I I I � I I I t SURFACE OR S4NITA I The Almloper, builder, stller, or Agent , shirll infor in writing, each � _ - -,-"--�--"�t-,---------�-----i�"---,---,-�--I � � __ � 1.____ � - I _,__,_,__,_,__1 I I i"-t",-,-,--,---i-------,�-----",�----I i.--�,---I------,-t�-�-�-,---f-,--- ��,�,�,--,i,-�,-i----,----,,-,-I i__� ,____L_t___________l -1 '31 L I'T'Y I ______ -- I I I I I I I I I � I __ ______ � � I SERVICEAC - I ____ - I I i I I 1 I I � I I I I I � I I f I I I I I A prospective buyer of subdivision lots or proper 1 1 I I '_ ____,__� ' _ - j - ow 00 I 14 1 24* W 00' 1 24' 3 0' 00' 1 24* 1 i I - ,� V I 00 "j, p ta " , ty located within I - II - I F"I G, 7 I , j I 1 I4 41' '0 I � I 1 02*C1'1.'�I JI , I I- I I I Voi 81()7() i 1 4, j At ow 00 1 8 00 00 Al - I 26" 1. j ,�_ � 9 W 43- I I$ 2V 04- t 7- 56' 35- 1 1 A 1 74 41' 10- I 1 4 " t7 00 l I I . 111 II00c i I I I - ,,, j 3 1 r, 1 625,1,,o l 1��! ( 22" ol- 00�Iq 1 I I D�Ve Permit Application No. 'n -I sq special floodl hazard areas of thi3 , 4ite that such property is in aa I I ,� I C � I I I I � I I I 0 i -C ___________,___ , ,I oo 1 675 00 j I 7 1 9 1 4 0 " ) � 00 I ' 425,00 1 A 0,00 I 1 1 12 1 X f 400,00 j 42.�,00 1 450,00 1 1 22 1 R 1 20�00 I � 1 4�5 � � ,3 _ r, , � ; I � becrt filed with, tht C'� r _� t , I 70,00 I ; 11 I k � 4MO 1 1 1 1 R � 79 , 8C 2, i - � � T I 0�9 � 4!,45 I 47,20 � r 1 7 1 196,85 t 92,28 , 1 91'" 1 1 A T l 28,01 1 57, �2 1 MI24 I I I T 1 1$,26 1 t 51A.41 I i I T A� 31,96 1 1 11 o f Cc%ell Fiocdplaim Adfim.ini-�tra�,n,r on, idermfied V.txA blizard arca aM that all <Itye-lopmtat must conform to , I I i 4 W25 1 1 f L 1 171,04 1 181,7,1 1 191�92 1 59 I , I I � � A I 1 87,77 5- 16 I i I I �, 1 55�!O ! 114,1� I f,2,)9 i I I I - I 26�07 1 1 91,25 I I I L I 60,74 f I I I � t". 1 ,�e ;', i , Z, JAN 19 , i 8& 1 _�,�,, i " I � 1--,-,�-,I-, , I 1_ ...... I__I________,_I______,__, I � 10�1? i 9 1 �,_, I , I --,----"-" I f __I__, _ -,---,I t____i__i --------------- I,___,___,_i_,______f 1,,--!-I-----t--�----�-,---,-----,--� 't---."-�,�",--�---�",��,-�"-,-"-, I ______ __ tht, PCOY-M'101.13 of the Cit-f Of C4Pp-#_U F100d;,Iain MAnSg_-Ment OrdinanCe. I - / �_� - - - __ _____ *K��', � �_ � I / - , I ____T NOI , G � / I ___ I / N Z--"- ;�� L I - / \ "' Y' W 44, 16111 ' '0'0* w 28""6 , If """ ' " 0- ' "'.." . - I , - v 7 � � uIl, S .I' - ' s ' "' -AND NI �� _ � / __ 1 � cl / 1/ "' -!L _! ___ , ,_ , I ___�_____ 1______ --I I 1 1� � I I i ! I, I I I I I t I I I ; � I � � I I I I t I I I t I � I I The wrinta iti� shall b4e filed for ec I t I � i i �-, ; �,, - 2 I !�G� � s6 2Z' �O� 1 5,5 2" - 10� 1 8 �' It, , 8' 54' III � I$' 1 7 1 49- i lz 4s 10 I I j 6 l 1 1 t 0o I 19 is 00 1 19* Is C-0 1 1 j 4, 1 W 30 21 ! � I � b 1 � l j� l `�o�' '�� ,I ! � I I � I I I A SAN 1_ � : _', I � I O-W, j 6?5,0f � A I , I I _ � , 1 I I I I I I t ' P ord in ttie County Detd of � I "O � I i ;q_i 110 ('1111 I I I ' - ainistr, 11 I '�C, `�_,� I : I � 1 40 I,�i [ -,--,--,-"-------",--,----,-,--,------,----- _____ - I 1, I 1 1 I I 4 [ P i 6�5,00 1 65 i R i .,)*, oo 1 425,-x 1 4 l G _0 0 i A I 3 j R � 400,00 � 42s,00 ! 45-3,00 � 12� JR� 20,00, 1 1 , 1 4 OA I � , , i , I -, " n A -'z ,,, ,to�-, r I � 4 4,44 �0�49� :_ , I ,,, , � I I t I T I _M�$7 I -;��" 26 0 34"U i i I j T t 6 j 72�07 A 76,31 1 , I I T I la,17 I , I I I I 3 I 7 1 11�13` � � I I , I I I _ ., ", ; __ Record aiNd a copy of the notice must accompany the application for I I ; I � � %, � 444 � 6;. j t�q�,& i oIi" , bz I I � 1 1 i 0,17 I I I �K, 7Z I i*J,55 � t I, 1 . �4,19 f - 142�79 � 1 51.11� I L I Moo I - I I 1 , q , 1 , �A � I �,��I�,,,,,&,-,�Vlzv,, I I t I � � I � � I - � 4 i I I I I I I I 6 1 I i � I - I e_ I 11, I � 1 1 ,, I � I -------- i___1_____ _ , � � I development Permit." I I , ,��-",r"" _�__,__ _111-1 - :� i� :;;: i :: �� I ____'___ , -1 I i-�, . . . " I 1_111_1_� � 1L.- ,.--��'ll-�".".;�,�'l-"",,�l-,-��"-l---"- , , 1'� I I I I FP SHT, I of 2 � I . I I I � 1 87-06-062 1 1 1 1 1 1 � , I 11 - - I I I - I'll, I ''I ''I "I I'll- I I I OWNER'S CERTIFICATE STATE OF TEXAS COUNTY OF DALLAS m meanders a as f follows: S SURVEYOR'S CERTIFICATE WHEREAS, Sunbelt Properties are owners of a 49.5665 Acre tract of land situa- N N 1 19* 4 42' 5 56.3" E, a d distance o of 2 28.70 feet to a a p KNOW ALL MEN BY THESE PRESENTS: ted in the McKinney and Williams Survey, Abstract No. 1054, the Jacob G. point f Garlock Survey, Abstract No. 312, and the Edward A. Crow Survey, Abstract No. N N 1 18' 3 31" 4 4�5" W, a d distance o of 3 34.54 feet to a point for corner; That I, Nathan D. Maier, do hereby certify that I prepared this plat from an 301, and being part of a tract of land conveyed to Sunbelt Properties by deed N 1 12* 4 45' 2 26.5" E, a d distance o of 5 54.94 feet to a a point for corner; actual and accurate survey of the land, and t hat the corner monuments shown as recorded in Volume 81070, Page 774, Deed Records of Dallas County, Texas t N 0 03 ' " E distance o of 3 39.60 feet to a point f thereon were properly placed under my personal supervision in accordance with (D.R.D,C.T.), being all of a 15.52 acre tract of land conveyed to William G. N N 3 33* 1 18 1 1.2" E, a d distance o of 6 69.47 feet to a p point f the Platting Rules and Regulations of the City Planning Commission of the City Thompson by deed, as recorded in Volume 80112, Page 3070, and being part of a N S 8 86' 0 06' 2 25.C" E, a d distance o of 3 38.02 feet to a point f of Coppell, Texas. 'tract of land conveyed to Dallas Power and Light Company by died, as recorded point f in Volume 4414, Page 82, D.R.D.C.T., and being more particularly described as N N 7 70* 1 17 2 28.5"E, a d distance o of 5 58.24 feet to a a point for corner; __ follows; N N 0 09* 1 16' 2 21.2" W, a d distance o of 1 17.44 feet to a a point for corner; � ��' t t _ N 3 38' 4 48' 1 14,9" E, a d distance o of 1 1.28.70 feet to a a point for corner; COMMENCING, at a found 5/8" rod at the intersection of the north line of the N N 1 13' 4 46' 9 9.4" E, a d distance o of 6 65.88 feet to a p point for corner; N Nathan D.' aier Southwestern Railroad (100 foot R.O.W.) and the east line of N N 0 03* 1 14' 4 44.7" W, a d distance o of 2 28t.63 feet to a a point for corner; R Denton Tap Road (100 foot R.O.W.); N N 4 49' 1 19' 1 1.7" W, a d distance o of 2 24.36 feet to a p point for corner; N 6 68* 5 54 4 40,1"W, a d distance o of 1 126.95 feet to a a point for corner; S STATE OF TEXAS THENCE, along said east R.O.W. of Denton Tap Road (100 foot R,O.W.), a di,s- N N 4 47' 4 44' 3 3.4" W, a d distAnce o of 3 38.95 feet to a p point for corner; COUNTY OF DALLAS tance of 1162.93 feet to a 1/2" iron rod set for the POINT OF BEGINNING; S N 3 37* 4 42' 1 11.7" E, a d distance o of 5 55AI feet to a a point for corner; C S 8 88* 0 02' 2 2. " distance o of 2 25.90 feet to a p point for corner; along, l N 2 29' 1 13' 4 46.4" E, a d distance o of 2 29.32 feet to a a point for corner; B Before me, the undersigned authority, a Notary Public in and for said county THENCE, N 00 55' 51" E, continuing a N 0 04* 5 50' 3 34.5" E, a d distance o of 3 30.63 feet to a a point for corner; a and state, on this day personally appeared Nathan D. Maier, known to me to be feet to a 1/2" iron rod set, said point also being the beginning of a curve to N N 7 78' 1 11' 1 17.9" W, a d distance o of 1 17.78 feet to a a point for corner; t the person whose name is subscribed to the foregoing instrument and acknow- the right, having a chord bearing S 71' 35' 00" E, a distance of 458.86 feet; N S 6 65* 3 30' 6 6.5" W, a d distance o of 2 21.40 feet to a p point for corner; l ledged to me that he executed the same for the purpose and considerations N 2 28* 2 29' 4 44.6" W, a d distance o of 1 15.00 feet to a a point for corner; t therein expressed. THENCE, along said curve to the right, having a central angle of 30* 56' 43", N N 0 02* 2 24' 4 42.9" W, a d distance o of 3 37.70 feet to a a point for corner; a radius of 860.00 feet, a tangent length 238.06 feet, and an arc length of N N 4 43* 5 57' 4 44.3" E, a d distance o of 2 26.41 feet to a a point for corner; G GIVEN UNDER 'AND;SrEAL OF OFFICE, this 6 DAY OF 464.48 feet,-to a point in the centerline of a creek; N N 2 27* 2 22' 4 44. W, a d distance o of 2 24, feet to a a point for corner; 1 19 g N 5 53 0 05' 1 15.7" W, a d distance o of 2 29.36 feet to a a point for corner; along the centerline of said creek with its meanders as follows: S S 7 78 1 15' 5 56,8" W, a d distance o of 2 23.08 feet to a a point for corner; N 7 72* 0 05' 3 32.6" W, a d distance o of 2 28.42 feet to a a point for corner; N 13' 56' 5.6" W, a distance of 7.10 feet to a point for corner; N N 3 35' 1 15' 1 17,9" E, a d distance o of 4 40.20 feet to a a point for corner; N NOTARY PUBLIC IN AND FOR TEE STATE OF TEXAS N 46' 49' 32.1" E, a distance of 40.55 feet to a point for corner; N N 0 06* 0 05' 2 29.5 E, a d distance o of 1 17.83 feet to a a point for corner; N 46* 29' 51,8" W, a distance of 27.02 feet to a point for corner; N N 7 70' 5 58' 1 .3" W , a d distance o of 2 22.74 feet t o a a point for corner; My Commission Expires -f- N 62' 06' 0.6" W, a distance of 20,00 feet to a point for corner; N 0 00* 4 48' 2 26.5" E a d distance o of 1 17.99 feet to a a point for corner; N 53' 17' 59.8" E, a distance of 60,03 feet to a point for corner; N N 3 39' 1 18' 3 34.6" E a d distance o of 4 48.84 feet to a a point for corner; R Recommended for P Approval: N 58' 40' 47.7" E, a distance of 35.10 feet to a point for corner; N N 8 84' 4 42' 4 4,0" E, a d distance o of 2 23.42 feet to a p point for corner; N 76* 02' 28.4" E, a distance of 23.40 feet to a point for corner; D N 2 29* 0 09' 3 36,5" E, a d distance o of 3 37.22 feet to a a point for corner; I N 52' 31' 46.4" E, a distance of 31.92 feet to a point for corner; S S 7 73* 0 00' 4 42.0" W, a d distance o of 1 12.81 feet to a a point for corner; P Planning and Z ing Commission N 36* 43' 09" E, a distance of 14.52 feet to a point, said point also N N 3 33' 2 26' 5 59.5" W, a d distance o of 4 47.03 feet to a a point for corner; C City of Coppell, Texas being the most south southwest corner of the North Lake Woodlands S S 8 86* 5 54' 1 12.8" E, a d distance o of 5 57.17 feet to a a point for corner; Fifth Section, as recorded in Volume 78238, Page 2025-2032, N N 3 35' 2 26' 4 49.4" W, a d distance o of 5 57.00 feet to a a point for corner; A Approved and Accepted: D,R,D.C.T., said point also being in the centerline of Grapevine N N 8 87 0 03 5 56.7E, a distance o of 6 65.10 feet to a a 1/2" iron rod for the Creek; b beginning o of a c curve to t the left, having a a chord bearing N 71' 58' 40" W W, a distance of 400.38 f feet; 111,F,N,gE, along the centerline of said creek with its meanders as follows: Mayor__ Date THENCE, d departing c centerline of s said creek, along said curve to the left, City of Coppell, Texas S 38* 57' 28.7" E, a distance of 52.31 feet to a point for corner; h having a a central a angle o of 29* 44' 36", a a radius of 780.90 feet, a tangent S 61' 05' 08" E, a distance of 61.17 feet to a point for corner; l length o of 2 207,13 feet, a and an arc l length of 404.91 f feet to the POINT OF' T The undersigned, the City Secretary of the City of Coppell, Texas, hereby S 54' 16' 25.2" E, a distance of 112.23 feet to a point for corner; B BEGINNING; c certifies that the foregoing final plat of Greek View Addition, a Subdivision S 52* 39' 27.8" E, a distance of 60.89 feet to a point for corner; o or Addition to the City of Coppell, was submitted to the 'City Council on the S 61' 51' 5.7" E, a distance of 111,95 feet to a point for corner; C CONTAINING, 4 49.' - -37 acres ( (2,158, , .)6 s square feet) of l land, more or less, n nP day of 1987, and the Council, by formal. N 0 58' 22.5" E, a distance of 52,20 feet to a point for corner; a action, then and there accepted the dedication of streets, alleys, parks, N 33* 16' 22,7" E, a distance of 80,07 feet to a point for corner; e easements, public places, and water and sewer 'Lines, as shown and set forth in N 06' 28' 38«9" E, a distance of 62.86 feet to a point for corner; a and upon said plat, and said Council further authorized Mayor to note the N1 74' 30' 40,8" E, a distance of 74.05 feet to a point for corner; a acceptance thereof by signing his name as hereinabove described. S 53 05' 21, E, a distance of 19,22 feet to a point for corner S 70' 53 16, - 1 " E, a distance of 92.54 feet to a point for corner; Witness my hand this day of 19 S 85' 26' 18.6" E, a distance oi 139,10 feet to a point for corner; N 43' 47' 20,8" E, a distance of 112.16 feet to a point for corner; N i9 39' � 1 " F, 01tstance of 24�47 feet, t o a point for corner N NOW "I'll-] FIREFORE K KNOW ALI, MEN B IESF PRI City Secretary Dot e N' 05' 21' 37,6" W, a distance o f 52, 1 e feet t, o a point for corner; by a ll C C. T e ell Texas THAT, S Sunbelt P Properties, a acting b THENCE, departing cent.orllne of Grapevine Greek, N 88* 39' 27" East, along d duly authorized s so to act, ' doeshereby a adopt this pl at ,nating the. h e r el n - ol barbwire fence, a distance of 434.96 feet to a one-inch iron pipe found t above d described p t View A Addition, a an addition t the, northwest corner of Dallas Power and Light Conipany tract, as recorded in C Coppell, a and d do hereby d dedicate t to t the public use f i s Volume 4414, Page 82, D.R C .D..T.; a alleys s shown t the reon and d d hereby reserve t the easement s plat for t the m mutual use a and accommodat o of garbage c 'Ll I I all public utilities desiring to u use o a in e. A Any Public utility shall UTILITY CERTIFICATE IE 1 have the right t t remove and keep r removed all o or part of any buildings, westerly line of J-ot 9 Block 8, North Lake Woodlands Fourth Section, an f fences, trees. s shrubs, o or other i improvements o or. g rowths w THIS PLAT CORRECTLY PRESENTS THE REQUIRED , g ad on to t e Ev or opp IS n respective systems on any of these easement strips and any public utility D.R.D.C.T, shall at all times have the right of ingress and egress to and from and upon S 51 ' 54' 16" E, along the southwest line of said Lot 9, a distance of the said easement strips for the purpose of constructing, reconstructing, any time of procuring the 48. - feet to an iron rod found for corner; inspecting, patrolling, without the necessity at a permission of anyone. This plat approved subject to all platting ordinances N 8' 3C) 7" 8, along said south line at 60.00 feet passing the rules, regulations, and resolutions of the city of Coppell, Texas. southeast corner of said North Lake Woodlands Fourth Section, said corner also being the southwest corner of North Lake Woodlands Third Section, as recorded in Volume 77019, Pages 2141-2148, D.RD,C.T., in all feet along south line of said third section to a point in the centerline of Grapevine Creek; WILLIAM G, THO�IPSON, Trustee M-AA� W11`11< OWNER: WILLIAM G. THOMPSON, TRUSTEE ENGINEER: NATHAN D. MAIER CONSULTING ENGINEERS INC. 8333 DOUGILAIS, STE 1510 THREE NORTHPARK / 8800 N. CENTRAL EXP'vN / STE. 300 DALLAS, TEXAS 75225-581 DAI L- LAS, TEXAS 7523 PHONE: 2 Vo', 88H6, pg, C AUGUST 1987 F P SHT 2 of 2 W- � %M' 87 - 06 M-AA� W11`11< OWNER: WILLIAM G. THOMPSON, TRUSTEE ENGINEER: NATHAN D. MAIER CONSULTING ENGINEERS INC. 8333 DOUGILAIS, STE 1510 THREE NORTHPARK / 8800 N. CENTRAL EXP'vN / STE. 300 DALLAS, TEXAS 75225-581 DAI L- LAS, TEXAS 7523 PHONE: 2 Vo', 88H6, pg, C AUGUST 1987 F P SHT 2 of 2 W- � %M' 87 - 06 > V, �:2 Lr) U) Lr) E0 BRIDGE C X i 1� 4 9 j3, 3i t �0 ROJ BENCH �'\CAVAI ION AR J E BRCEL�ES 2, 2 - J - 4' X 01 _KV 7 7 re CR" < L 1 01* 4 A 2 '�4 RA RQP 1 v co PROP. 3-10'x6' RC CC Ir �Y' 1144 , y C ��A.p Ou 5.0 T 1 low 0 1LO --k ZJ L El X J". Ilk 0 v LEGENV* 1205+470 NE CREEK CROSS SECTION �GRAPtVl TOE OF PROPOSED FILL EXISTING AND PROPOSED FLOODWAY (F. _4_ 100 YEAR FLOODPLAIN BOUNDARY (F.J.S. 0) NORTH LAKE __J AREA TO BE RECLAIMED FROM 100 YEAR FLOODPLAIN PROPERTY BOUNDARY L t 4 MAP SOURCE: CITY OF COPPELL AERIAL TOPOGRAPHIC MAPS - 1981 Three NorthPark / 8800 N.Central Expwy. / Suite 300 Dallas, Texas 75231 / (214) 739-4741 RIVISH.) JANUARY '1988 =r.=,n scale date notes w("('15 7 job no, 8`0' , I 'o-9,152, I D LAIN WAY m rcvisi ons NAHHAN D. NAAHE-R 19 COPPELL, TEXAS 21 d -s n d r cv; i sccle dote notes job number i � \O—h'Grilk 88CC V '- �c 300 37-06-062 -,,s F v=5w o'l 4132 SEE PLATE 20 FOR GRAPEVINE CREEK �J APPENDIX A GRAPEVINE CREEK REVISED EXISTING CONDITIONS FLODWAY MODEL I * HEC -2 WATER SURFACE PROFILES * * Version 4.6.0; February 1991 * * RUN DATE 13MOV92 TIME 13:45:59 1 1 1 1 l l l * U.S. ARMY CORPS OF ENGINEERS * HYDROLOGIC ENGINEERING CENTER * 609 SECOND STREET, SUITE D * DAVIS, CALIFORNIA 95616 -4687 * (916) 756 -1104 ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** x x xxxxxxx xxxxx xxxxx x x x x x x x x x x x x xxxxxxx xxxx x xxxxx xxxxx x x x x x x x x x x x x x xxxxxxx xxxxx xxxxxxx I 1 I I I I I I 1 1 I 1 1 I 1 1 13MOV92 13:45:59 PAGE 1 THIS RUN EXECUTED 13NOV92 13:45:59 tt *tt *ttt ** tit *ttttttittttttt *tttt * *ttt HEC -2 WATER SURFACE PROFILES Version 4.6.0; February 1991 ttttttttttttttttttttttttttttttttttttt T1 GRAPEVINE CREEK, COPPELL, DALLAS COUNTY, TEXAS FIS 100 YEAR DISCHARGE T2 EXTENDED FLOOD INSURANCE STUDY NO ENCROACHMENTS T3 GRAPEVINE CREEK FILE: NDMRXETI NDM ENGINEERS 11/10/87 J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ -10. 4 457.86 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 1 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 150 200. 1 1 1 I I 1 13NOV92 1 13:45:59 SECNO DEPTH Q QLOB TIME VLOB SLOPE XLOBL *PROF 1 .0 CWSEL CRIWS WSELK EG QCH GROB ALOB ACH VCH VROB XNL XNCH XLCH XLOBR ITRIAL IDC I I 1 I I HV HL OLOSS L -BANK ELEV AROB VOL TWA R -BANK ELEV XNR WTN ELMIN SSTA ICONT CORAR TOPWID ENDST CCHV= .100 CEHV= .300 * SECNO 15350.000 ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** THIS MODEL IS BASED ON C. ANDERSON ENGRS. MODEL GRPRET FOR THE DENTON TAP RD. BRIDGE REPLACEMENT AND THE NEW MOORE ROAD BRIDGE FOR CITY OF COPPELL MASTER DRAINAGE PLAN. IT IS AN UPDATE OF THE EXIST. 1979 FIS WITH 1986 EXIST. PROJECTS AND THE PROP. DENTON TAP RD. BRIDGE INCLUDED AS WELL AS SUPPLEMENTAL CROSS SECTIONS ADDED FROM TOPO MAPS. THE MODEL WILL BE USED AS THE BASE MODEL TO STUDY THE PROP. CREEKVIEW ADDITION @ DENTON TAP RD. AND THE ST.L&SW RR. ON THE NORTHEAST CORNER. NATHAN D. MAIER ENGRS FURNISHED CROSS SECTIONS 0. 1, 0. 2, 0.3,0.5,1.0,2.0,3.0,4.0,5.O,AND 6.0 TAKEN FROM CITY OF COPPELL MAPS TO ANDERSON ENGINEERS TO MODEL EXISTING CONDITIONS AT THE CREEK VIEW SITE. DLJ & BDH 11/10/87 EXISTING CONDITIONS ENCROACHMENT RUN PROFILE SECTION G - SURVEY SECTION 7 15350.000 16.56 457.86 .00 457.86 458.56 .70 .00 .00 454.80 11000.0 386.0 6422.4 4191.7 165.1 760.2 1464.4 .0 .0 454.60 .00 2.34 8.45 2.86 .070 .050 .070 .000 441.30 1460.93 .003336 1200. 1180. 1300. 0 0 0 .00 619.07 2080.00 CCHV= .300 CEHV= .500 * SECNO 15440.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.50 3495 OVERBANK AREA ASSUMED NONEFFECTIVE, ELLEA= 458.90 ELREA- 459.00 BELT LINE ROAD - DOWNSTREAM SIDE PROFILE SECTION H - SURVEY SECTION 8 BELTLINE ROAD 15440.000 18.65 458.35 .00 .00 458.90 .55 .30 .04 460.50 11000.0 .0 11000.0 .0 .0 1845.6 .0 8.6 2.2 460.50 .01 .00 5.96 .00 .000 .050 .000 .000 439.70 1125.00 .001491 25. 90. 350. 2 0 0 .00 147.00 1272.00 1 1 PAGE 2 I I 1 1 I 1 1 1 1 1 1 1 1 1 1 f 1 ) 1 13NOV92 13:45:59 PAGE 3 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOS QCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST SPECIAL BRIDGE SB XK XKOR COFQ RDLEN BWC BWP BAREA SS ELCHU ELCHD 1.05 2.41 2.50 .00 57.00 6.00 1846.80 2.37 440.04 440.04 * SECNO 15470.000 CLASS A LOW FLOW 3420 BRIDGE W.S.= 458.27 BRIDGE VELOCITY= 6.40 CALCULATED CHANNEL AREA= 1718. EGPRS EGLWC H3 QWEIR QLOW BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA .00 458.95 .05 0. 11000. 1847. 1820. 459.00 460.50 0. 3495 OVERSAW AREA ASSUMED NON- EFFECTIVE, ELLEA= 458.90 ELREA- 459.00 15470.000 18.70 458.40 .00 .00 458.95 .55 .05 .00 460.50 11000.0 .0 11000.0 .0 .0 1853.3 .0 9.9 2.3 460.50 .01 .00 5.94 .00 .000 .050 .000 .000 439.70 1125.00 .001472 30. 30. 30. 0 0 0 .00 147.00 1272.00 * SECNO 15520.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .66 15520.000 17.00 458.30 .00 .00 459.26 .96 .11 .21 453.60 11000.0 720.8 8736.1 1543.1 331.5 997.7 797.9 12.2 2.8 455.60 .01 2.17 8.76 1.93 .070 .050 .070 .000 441.30 1270.98 .003358 50. 50. 50. 2 0 0 .00 656.50 2042.43 * SECNO 15600.000 3495 OVERSAW AREA ASSUMED NON- EFFECTIVE, ELLEA= 459.40 ELREA= 459.40 ST LOUIS 8 SOUTHWESTERN RAILROAD - DOWNSTREAM SIDE PROFILE SECTION I - SURVEY SECTION 9 ST. LOUIS SOUTHWESTERN R.R. 1 1 1 I 1 1 1 1 1 1 1 } 1 1 } 1 1 1 13NOV92 13:45:59 .00 66.20 6.00 1589.35 1.85 442.40 PAGE 4 15600.000 17.18 458.78 .00 .00 459.54 .75 .21 .06 462.70 11000.0 .0 11000.0 .0 .0 1579.5 .0 15.7 3.5 461.70 01 .00 6.96 .00 .000 .050 .000 .000 441.60 1321.00 .002178 50. 80. 100. 2 0 0 .00 129.00 1450.00 SPECIAL BRIDGE S8 XK XKOR COFQ RDLEN BWC BWP BAREA SS ELCHU ELCHD 1.05 2.47 2.50 .00 66.20 6.00 1589.35 1.85 442.40 442.40 *SECHO 15610.000 PRESSURE FLOW EGPRS EGLWC H3 QWEIR QPR BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA 460.62 459.61 .09 0. 11000. 1589. 1558. 459.40 461.70 0. 15610.000 18.40 460.00 .00 .00 460.62 .62 1.09 .00 462.70 11000.0 .0 11000.0 .0 .0 1736.7 .0 16.0 3.6 461.70 .00 6.33 .00 .000 .050 .000 .000 441.60 1321.00 .01 .001624 10. 10. 10. 2 0 0 .00 129.00 1450.00 *SECNO 15630.000 15630.000 18.37 460.07 .00 .00 460.66 .59 .03 .01 450.00 11000.0 807.1 9558.6 634.3 321.6 1464.0 233.0 16.9 3.7 450.00 2.51 6.53 2.72 .070 .050 .070 .000 441.70 1051.74 .01 .001306 30. 20. 10. 2 0 0 .00 198.68 1250.42 CCHV= .100 CEHV= .300 *SECNO 15640.000 15640.000 18.42 460.12 .00 .00 460.68 .56 .01 .00 450.00 11000.0 648.6 9582.2 769.2 258.0 1510.8 280.5 17.4 3.7 450.00 2.51 6.34 2.74 .070 .050 .070 .000 441.70 1051.40 .01 .001220 10. 10. 10. 2 0 0 .00 194.28 1245.68 *SECNO 15650.000 15650.000 18.43 460.13 .00 .00 460.69 .56 .01 .00 450.00 11000.0 649.8 9580.0 770.2 258.7 1512.0 281.0 17.8 3.7 450.00 2.51 6.34 2.74 .070 .050 .070 .000 441.70 1051.34 .02 .001216 10. 10. 10. 0 0 0 .00 194.42 1245.75 I 1 1 1 1 1 ) 1 1 1 1 1 1 1E 1 1 1 1 1 13NOV92 13:45:59 PAGE 5 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST * SECNO 15660.000 15660.000 18.31 460.01 .00 .00 460.76 .75 .01 .06 450.00 11000.0 554.5 9380.4 1065.1 191.4 1261.8 330.6 18.3 3.8 450.00 .02 2.90 7.43 3.22 .070 .050 .070 .000 441.70 1049.95 .001683 10. 10. 10. 2 0 0 .00 175.11 1225.06 CCHV- .100 CEHV= .300 * SECNO 15680.000 15680.000 18.57 460.30 .00 .00 460.82 .52 .03 .02 460.00 11000.0 .0 10999.9 .1 .2 1901.0 .3 19.1 3.9 460.00 .02 .25 5.79 .25 .070 .050 .070 .000 441.73 1050.94 .001804 20. 20. 15. 2 0 0 .00 190.78 1241.72 * SECNO 15730.000 15730.000 18.70 460.45 .00 .00 460.92 .46 .09 .01 460.00 11000.0 .2 10999.6 .2 .6 2013.6 .6 21.4 4.1 460.00 .02 .32 5.46 .32 .070 .050 .070 .000 441.75 1096.51 .001707 50. 50. 30. 2 0 0 .00 213.05 1309.57 CCHV- .100 CEHV= .300 * SECNO 16480.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.59 PROFILE SECTION J - SURVEY SECTION 10 LAND DEVELOPEMENT FILL ON LEFT OVERBANK UPSTREAM TO MOORE ROAD. 16480.000 18.85 461.55 .00 .00 461.70 .15 .75 .03 457.10 11000.0 1990.2 5038.2 3971.6 1212.7 1198.1 2285.8 77.6 12.1 457.20 .09 1.64 4.21 1.74 .070 .050 .070 .000 442.70 1390.00 .000674 830. 750. 650. 2 0 0 .00 744.56 2134.56 * SECNO 17600.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .56 17600.000 17.53 462.53 .00 .00 463.16 .62 1.31 .14 457.50 11800.0 3025.6 7546.8 1227.6 1290.9 973.8 626.0 172.3 30.4 459.50 .14 2.34 7.75 1.96 .070 .050 .070 .000 445.00 1140.00 .002497 1160. 1120. 1000. 2 0 0 .00 733.13 1873.13 I 1 1 1 1 1 1 1 1 1 l ] 1 1 1 l I l l 13NOV92 13:45:59 PAGE 6 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV 0 GLOB OCH GROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELKIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 17980.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.56 17980.000 17.54 463.64 .00 .00 463.84 .20 .64 .04 458.00 11800.0 2823.1 76 %.9 1280.0 1381.1 1814.9 693.1 206.8 37.6 458.00 .18 2.04 4.24 1.85 .070 .050 .070 .000 446.10 1106.91 .001025 600. 380. 260. 2 0 0 .00 643.54 1750.45 *SECNO 18150.000 18150.000 17.15 463.75 .00 .00 464.11 .36 .22 .05 458.00 11800.0 5362.2 5519.2 918.6 1951.6 862.2 430.9 220.5 40.0 460.00 .19 2.75 6.40 2.13 .070 .050 .070 .000 446.60 1084.95 .001789 160. 170. 180. 2 0 0 .00 584.72 1669.67 *SECNO 18210.000 18210.000 17.06 463.86 .00 .00 464.23 .37 .12 .00 458.00 11800.0 6150.6 4620.9 1028.5 1998.9 672.4 428.1 224.9 40.8 460.00 .19 3.08 6.87 2.40 .070 .050 .070 .000 446.80 1088.13 .002204 60. 60. 65. 2 0 0 .00 573.63 1661.76 *SECNO 18240.000 18240.000 16.75 463.65 .00 .00 464.45 .80 .09 .13 460.00 11800.0 4133.5 6868.7 797.8 1262.0 762.8 255.6 226.7 41.2 460.00 .19 3.28 9.00 3.12 .070 .050 .070 .000 446.90 1098.62 .004431 30. 30. 30. 2 0 0 .00 537.23 1635.85 *SECNO 18320.000 18320.000 17.10 464.20 .00 .00 464.76 .56 .28 .02 460.00 11800.0 4372.5 6269.8 1157.7 1523.6 805.6 3 %.2 231.3 42.2 460.00 .20 2.87 7.78 2.92 .070 .050 .070 .000 447.10 1100.58 .002898 80. 80. 80. 2 0 0 .00 577.83 1678.41 *SECNO 18450.000 18450.000 17.04 464.54 .00 .00 465.15 .60 .37 .01 460.00 11800.0 3914.1 6478.1 1407.8 1334.7 807.6 554.0 239.4 43.9 460.00 .20 2.93 8.02 2.54 .070 .050 .070 .000 447.50 1116.49 .002839 120. 130. 160. 2 0 0 .00 591.61 1708.10 1 ) 1 1 I 1 ) 1 1 1 1 1 1 1 l l 1 1 1 13NOV92 13:45:59 PAGE 7 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST * SECNO 18500.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .68 PROFILE SECTION K - SURVEY SECTION 11 LAND DEVELOPEMENT FILL ON LEFT OVERBANK 18500.000 16.60 464.20 .00 .00 465.58 1.38 .20 .23 462.00 11800.0 1251.3 9709.7 839.0 500.9 939.2 304.0 242.0 44.6 461.00 .21 2.50 10.34 2.76 .070 .050 .070 .000 447.60 4608.60 .006055 50. 50. 50. 3 0 0 .00 568.50 5177.10 CCHV= .300 CEHV= .500 * SECNO 18514.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.67 18514.000 15.50 464.18 .00 .00 465.69 1.50 .05 .06 472.34 11800.0 1.8 11798.2 .0 2.7 1200.0 .0 242.5 44.7 473.65 .21 .67 9.83 .00 .070 .028 .000 .000 448.68 1255.00 .002168 14. 14. 14. 2 0 0 .00 148.64 1668.48 * SECNO 18515.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 21 MIN ELTRD= 470.50 MAX ELLC= 469.76 PROFILE SECTION L - SURVEY SECTION 12 AS -BUILT BRIDGE - UPDATE ON OCTOBER 1987 MOORE ROAD - DOWNSTREAM SIDE 1 1 1 1 1 1 1 1 1 1 1 1 1 13NOV92 13:45:59 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 18515.000 15.44 464.12 .00 .00 465.75 1.63 .00 .07 472.34 11800.0 1.9 11798.1 .0 2.5 1149.8 .0 242.5 44.7 473.65 .21 .78 10.26 .00 .070 .028 .000 .000 448.68 1255.00 .003108 1. 1. 1. 2 0 0 .00 143.24 1668.29 * SECNO 18565.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 21 MIN ELTRD= 470.50 MAX ELLC= 469.84 MOORE ROAD - UPSTREAM SIDE 18565.000 15.98 464.47 .00 .00 465.95 1.48 .14 .05 472.66 11800.0 2.9 11797.1 .0 3.5 1210.2 .0 243.8 44.9 473.32 .21 .83 9.75 .00 .070 .028 .000 .000 448.49 1255.00 .002693 50. 50. 50. 2 0 0 .00 144.63 1668.77 * SECNO 18566.000 3265 DIVIDED FLOW 18566.000 15.93 464.42 .00 .00 466.00 1.58 .00 .05 458.73 11800.0 89.1 11622.9 88.0 54.2 1144.3 50.7 243.9 44.9 458.57 .21 1.65 10.16 1.74 .070 .028 .070 .000 448.49 1255.00 .001718 1. 1. 1. 2 0 0 .00 149.31 1668.62 * SECNO 18600.000 3301 HV CHANGED MORE THAN HVIHS 18600.000 18.66 466.06 .00 .00 466.42 .36 .06 .36 459.70 11800.0 2747.9 8300.8 751.3 1123.0 1492.9 387.3 245.5 45.2 461.00 .21 2.45 5.56 1.94 .070 .050 .070 .000 447.40 1087.07 .001727 34. 34. 34. 3 0 0 .00 553.97 1641.04 1 I PAGE 8 1 1 1 I 1 I 1 1 1 i 1 1 1 13NOV92 13:45:59 SECHO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q GLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XHL XNCH XNR WTN ELKIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST * SECHO 18615.000 18615.000 18.69 466.09 .00 .00 466.45 .36 .03 .00 459.70 11800.0 2760.2 8281.2 758.5 1132.2 1498.1 392.2 246.6 45.3 461.00 .21 2.44 5.53 1.93 .070 .050 .070 .000 447.40 1086.78 .001699 15. 15. 15. 0 0 0 .00 554.96 1641.74 * SECNO 18650.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .62 18650.000 18.32 465.82 .00 .00 466.91 1.09 .09 .37 463.10 11800.0 2712.7 8118.5 968.8 984.9 815.2 386.1 248.7 45.8 462.70 .21 2.75 9.96 2.51 .070 .050 .070 .000 447.50 1372.16 .004469 35. 35. 35. 2 0 0 .00 631.64 2048.16 CCHV= .100 CEHV= .300 * SECNO .100 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.47 .100 18.70 467.70 .00 .00 468.29 .59 1.33 .05 464.00 11800.0 2395.3 8629.5 775.2 1348.8 1212.5 402.1 271.9 50.6 462.00 .23 1.78 7.12 1.93 .090 .050 .090 .000 449.00 82.90 .002074 330. 510. 275. 2 0 0 .00 589.20 672.10 * SECNO .200 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .63 .200 18.37 468.57 .00 .00 469.50 .92 1.10 .10 464.00 11800.0 943.0 7370.6 3486.5 403.3 773.7 1272.6 291.7 54.7 464.00 .25 2.34 9.53 2.74 .090 .050 .090 .000 450.20 133.49 .005236 290. 390. 265. 2 0 0 .00 632.27 765.76 1 l PAGE 9 1 1 1 I 1 1 ) 1 1 1 1 1 l l 1 l l 1 1 13MOV92 13:45:59 PAGE 10 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST * SECNO .300 .300 19.47 470.47 .00 .00 470.99 .52 1.45 .04 464.00 11800.0 2575.7 5788.2 3436.1 1080.6 735.8 1288.1 314.7 59.5 464.00 .27 2.38 7.87 2.67 .090 .050 .090 .000 451.00 46.47 .002741 410. 450. 280. 2 0 0 .00 577.33 623.80 * SECNO 20540.000 20540.000 18.87 471.47 .00 .00 471.% .49 .% .00 466.00 11800.0 3403.3 8345.1 51.6 1723.3 1271.1 37.7 344.4 64.2 466.00 .29 1.97 6.57 1.37 .090 .050 .090 .000 452.60 1140.89 .001602 370. 540. 350. 2 0 0 .00 463.15 1604.04 * SECNO .500 .500 18.21 472.21 .00 .00 472.49 .28 .51 .02 460.00 11800.0 3818.6 7968.2 13.2 1875.1 1588.3 21.9 371.9 67.9 470.00 .32 2.04 5.02 .60 .090 .050 .090 .000 454.00 144.14 .001055 315. 435. 415. 2 0 0 .00 457.93 602.07 * SECNO .600 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE Of ACCEPTABLE RANGE, KRATIO = .38 .600 16.87 471.87 469.42 .00 473.87 2.00 .86 .51 470.00 11800.0 971.9 10774.5 53.7 461.7 909.3 39.5 393.6 71.6 470.00 .33 2.10 11.85 1.36 .090 .050 .090 .000 455.00 107.21 .007394 380. 390. 360. 6 14 0 .00 389.96 497.16 * SECNO 21690.000 21690.000 18.23 474.13 473.10 .00 476.03 1.90 2.15 .01 470.00 11800.0 424.4 9982.0 1393.6 176.3 834.3 551.8 403.4 73.8 470.00 .34 2.41 11.96 2.53 .090 .050 .090 .000 455.90 1103.35 .006321 180. 325. 300. 4 5 0 .00 393.96 1497.31 * SECNO 1.000 1 I i 13NOV92 1 I 13:45:59 1 I I SECHO DEPTH CWSEL CRIWS WSELK EG Q QLOB QCH QROB ALOE ACM TIME VLOB VCH VROB XNL XNCH SLOPE XLOBL XLCH XLOBR ITRIAL IDC HV HL OLOSS L-BANK ELEV AROB VOL TWA R -BANK ELEV XNR WTN ELMIN SSTA ICONT CORAR TOPWID ENDST 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.59 1.000 19.71 477.01 .00 .00 478.09 1.08 1.98 .08 470.00 11800.0 634.7 9461.6 1703.7 259.3 1022.7 700.7 424.4 78.0 470.00 .36 2.45 9.25 2.43 .080 .045 .080 .000 457.30 10.49 .002504 510. 530. 500. 2 0 0 .00 325.64 336.12 *SECNO 22600.000 22600.000 19.37 477.97 .00 .00 479.42 1.45 1.22 .11 473.00 11800.0 3071.3 8254.0 474.7 873.2 727.6 225.9 440.6 80.9 474.70 .37 3.52 11.34 2.10 .080 .045 .080 .000 458.60 1204.80 .004419 370. 380. 350. 3 0 0 .00 359.37 1564.17 *SECNO 2.000 2.000 20.44 480.04 .00 .00 481.45 1.41 2.02 .00 474.00 11800.0 318.8 10025.9 1455.3 129.8 975.8 548.1 462.4 84.7 472.00 .39 2.46 10.27 2.66 .080 .045 .080 .000 459.60 65.65 .003020 510. 570. 540. 3 0 0 .00 271.16 336.81 *SECNO 23900.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.42 23900.000 19.51 482.51 .00 .00 483.04 .53 1.50 .09 478.00 11800.0 889.0 10907.0 4.0 567.0 1803.8 5.2 495.5 89.9 480.00 .42 1.57 6.05 .76 .080 .045 .080 .000 463.00 1022.88 .001506 750. 730. 590. 2 0 0 .00 366.30 1389.18 *SECNO 3.000 3.000 18.80 483.10 .00 .00 483.73 .62 .66 .03 475.00 11800.0 457.5 10615.3 727.2 273.8 1598.3 359.4 518.5 92.9 475.00 44 1.67 6.64 2.02 .080 .045 .080 .000 464.30 50.96 .001399 310. 465. 450. 2 0 0 .00 308.73 359.69 I i PAGE 11 I 1 1 I 1 l 1 1 1 1 l l l 13NOV92 13:45:59 SECNO DEPTH CWSEL CRIWS WSELK ES HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 4.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .67 4.000 18.25 483.95 .00 .00 484.94 .99 1.11 .11 480.00 11800.0 178.5 11439.5 182.0 105.7 1409.0 148.2 542.5 96.5 480.00 .46 1.69 8.12 1.23 .080 .050 .080 .000 465.70 126.10 .003081 350. 560. 540. 2 0 0 .00 320.72 446.81 *SECNO 5.000 5.000 18.63 484.53 .00 .00 485.33 .79 .36 .02 480.00 11800.0 117.1 10950.8 732.1 64.5 1479.0 413.2 548.6 97.6 480.00 .47 1.82 7.40 1.77 .080 .050 .080 .000 465.90 71.08 .002065 130. 145. 160. 2 0 0 .00 298.57 369.64 *SECNO 24930.000 24930.000 18.76 485.16 .00 .00 485.73 .57 .38 .02 472.00 11800.0 3572.8 8121.3 105.9 1156.0 1160.6 73.4 558.5 98.8 480.00 .48 3.09 7.00 1.44 .080 .050 .080 .000 466.40 1154.19 .001623 170. 220. 150. 2 0 0 .00 273.24 1427.43 *SECNO 6.000 6.000 18.18 484.98 .00 .00 486.05 1.07 .17 .15 476.00 11800.0 1168.2 10170.6 461.2 468.2 1146.5 187.2 562.1 99.2 476.00 .48 2.50 8.87 2.46 .080 .050 .080 .000 466.80 60.09 .002626 50. 90. 95. 2 0 0 .00 256.42 316.51 *SECNO 25085.000 3301 HV CHANGED MORE THAN HVINS 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 25085.000 16.90 484.00 484.00 .00 487.05 3.05 .38 .60 480.70 11800.0 299.8 11375.2 124.9 106.7 796.8 60.3 564.4 99.6 482.50 .48 2.81 14.28 2.07 .080 .045 .080 .000 467.10 1445.18 .011707 45. 80. 85. 4 11 0 .00 244.16 1689.34 1 1 PAGE 12 1 l 1 1 1 1 1 1 1 13NOV92 13:45:59 1 1 i 1 1 1 1 1 SECNO DEPTH CVSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 25135.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.54 25135.000 18.91 485.91 .00 .00 487.55 1.64 .36 .14 481.40 11800.0 %6.9 10762.7 70.4 319.6 1003.7 69.9 565.7 99.9 484.20 .48 3.03 10.72 1.01 .080 .045 .080 .000 467.00 1437.35 .004938 40. 50. 60. 4 0 0 .00 315.72 1753.07 *SECNO 25185.000 25185.000 18.83 486.43 .00 .00 487.76 1.33 .18 .03 478.00 11800.0 1432.1 9972.6 395.3 438.0 999.7 167.5 567.4 100.2 480.00 .49 3.27 9.98 2.36 .080 .045 .080 .000 467.60 1036.26 .002732 50. 50. 40. 2 0 0 .00 217.84 1254.10 *SECNO 25235.000 25235.000 19.14 487.04 .00 .00 487.91 .87 .10 .05 480.50 11800.0 431.0 10882.9 486.0 215.9 1403.0 286.1 569.4 100.5 480.00 .49 2.00 7.76 1.70 .080 .045 .080 .000 467.90 1024.78 .001501 50. 50. 50. 2 0 0 .00 231.95 1256.72 *SECNO 25280.000 25280.000 19.97 487.37 .00 .00 487.99 .62 .05 .02 482.20 11800.0 25.9 11421.3 352.8 22.9 1781.0 239.7 571.4 100.6 481.00 .49 1.13 6.41 1.47 .080 .045 .080 .000 467.40 1036.58 .000978 55. 45. 25. 2 0 0 .00 184.05 1220.63 *SECNO 25325.000 25325.000 20.28 487.58 .00 .00 488.04 .46 .04 .02 487.00 11800.0 .2 11741.6 58.2 .8 2149.7 54.9 573.5 100.8 484.00 .49 .23 5.46 1.06 .080 .045 .080 .000 467.30 1020.21 .000850 50. 45. 30. 2 0 0 .00 174.50 1194.71 *SECNO 25375.000 25375.000 19.75 487.65 .00 .00 488.09 .44 .04 .00 491.30 11800.0 .0 11800.0 .0 .0 2212.2 .0 576.1 101.0 490.00 .49 .00 5.33 .00 .000 .045 .000 .000 467.90 1014.49 .000866 50. 50. 50. 1 0 0 .00 162.31 1176.80 1 1 PAGE 13 1 1 1 1 i 1 PAGE 14 ] i 1 ] 13NOV92 13:45:59 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L-BANK ELEV Q QLOS QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST * SECNO 25421.000 25421.000 19.83 487.83 .00 .00 488.13 .31 .03 .01 495.00 11800.0 .0 11800.0 .0 .0 2653.8 .0 578.6 101.2 495.00 .50 .00 4.45 .00 .000 .045 .000 .000 468.00 1103.60 .000578 84. 46. 10. 2 0 0 .00 192.14 1295.74 CCHV= .300 CEHV= .500 *SECNo 25422.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 4 MIN ELTRD= 495.00 MAX ELLC= 491.75 25422.000 19.81 487.81 .00 .00 488.15 .33 .00 .01 495.00 11800.0 .0 11800.0 .0 .0 2556.0 .0 578.7 101.2 495.00 .50 .00 4.62 .00 .000 .028 .000 .000 468.00 1103.61 .000381 1. 1. 1. 1 0 0 .00 187.12 1295.73 * SECNO 25542.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 4 MIN ELTRD= 495.00 MAX ELLC= 491.75 25542.000 19.15 487.85 .00 .00 488.20 .35 .05 .01 495.00 11800.0 .0 11800.0 .0 .0 2477.2 .0 585.6 101.7 495.00 .50 .00 4.76 .00 .000 .028 .000 .000 468.70 1103.60 .000416 120. 120. 120. 2 0 0 .00 187.20 1295.80 * SECNO 25543.000 25543.000 19.19 487.89 .00 .00 488.21 .33 .00 .01 495.00 11800.0 .0 11800.0 .0 .0 2578.4 .0 585.7 101.7 495.00 .50 .00 4.58 .00 .000 .028 .000 .000 468.70 1103.52 .000246 1. 1. 1. 2 0 0 .00 192.37 1295.89 * SECNO 25568.000 i 1 PAGE 14 ] i 1 ] 1 1 1 1 1 1 I 1 13NOV92 13:45:59 .13 485.00 11800.0 5.4 SECNO DEPTH CWSEL CRIWS WSELK EG Q QLOB QCH QROB ALOB ACH TIME VLOB VCH VROB XNL XNCH SLOPE XLOBL XLCH XLOBR ITRIAL IDC 1 I 1 1 1 Hy HL OLOSS L -BANK ELEV AROB VOL TWA R -BANK ELEV XNR WTN ELKIN SSTA ICONT CORAR TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .47 25568.000 18.86 487.76 .00 .00 488.36 .59 .01 .13 485.00 11800.0 5.4 11778.3 16.2 7.6 1904.5 23.1 587.0 101.8 485.00 .51 .71 6.18 .70 .080 .045 .080 .000 468.90 1014.47 .001104 5. 25. 75. 2 0 0 .00 162.06 1176.53 CCHV= .100 CEHV= .300 * SECNO 25618.000 25618.000 18.27 487.77 .00 .00 488.44 .67 .06 .02 485.00 11800.0 5.9 11769.3 24.8 7.7 1795.2 35.0 589.1 102.0 485.00 .51 .76 6.56 .71 .080 .045 .080 .000 469.50 1016.44 .001266 20. 50. 50. 1 0 0 .00 169.20 1185.64 * SECNO 25668.000 25668.000 18.80 487.90 .00 .00 488.51 .61 .06 .01 485.00 11800.0 21.2 11746.1 32.7 18.3 1874.0 44.3 591.3 102.2 485.00 .51 1.16 6.27 .74 .080 .045 .080 .000 469.10 1025.36 .001326 55. 50. 50. 2 0 0 .00 201.63 1226.98 * SECNo 25714.000 25714.000 17.90 487.90 .00 .00 488.62 .72 .08 .03 486.00 11800.0 22.6 11739.0 38.4 27.1 1721.5 46.1 593.3 102.5 486.00 .51 .83 6.82 .83 .080 .045 .080 .000 470.00 1181.49 .002158 70. 46. 40. 2 0 0 .00 252.97 1434.46 * SECNO 25754.000 25754.000 18.92 488.02 .00 .00 488.70 .68 .07 .00 481.00 11800.0 898.7 10759.7 141.6 3%.0 1563.5 123.9 595.1 102.7 481.00 .51 2.27 6.88 1.14 .080 .045 .080 .000 469.10 1044.34 .001606 45. 40. 30. 2 0 0 .00 325.49 1369.83 * SECNO 25820.000 25820.000 19.85 488.25 .00 .00 488.82 .57 .11 .01 480.00 11900.0 1569.3 5937.1 4393.5 707.6 735.1 1442.2 598.8 103.3 481.00 .52 2.22 8.08 3.05 .080 .045 .080 .000 468.40 1055.32 .001868 55. 66. 72. 2 0 0 .00 434.68 1490.00 l 1 PAGE 15 I I I 1 I 1 1 1 1 1 1 1 1 1 1 I 1 13MOV92 13:45:59 SECHO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST * SECNO 26170.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .66 26170.000 18.39 488.59 .00 .00 489.90 1.30 .85 .22 480.00 11900.0 441.6 7365.3 4093.1 140.9 655.8 1035.3 615.3 105.8 485.00 .53 3.13 11.23 3.95 .080 .045 .080 .000 470.20 1012.22 .004259 450. 350. 230. 2 0 0 .00 262.78 1275.00 * SECHO 26550.000 26550.000 18.89 489.99 .00 .00 491.49 1.50 1.54 .06 485.00 11900.0 331.0 11321.6 247.4 107.7 1126.9 109.7 628.8 107.6 486.00 3.07 10.05 2.25 .080 .045 .080 .000 471.10 1013.72 .54 .003951 380. 380. 350. 2 0 0 .00 166.28 1180.00 * SECNO 26880.000 26880.000 18.20 491.10 .00 .00 492.% 1.86 1.36 .11 484.80 11900.0 339.6 11105.9 454.6 114.2 981.8 167.6 638.6 108.9 486.70 .55 2.97 11.31 2.71 .070 .045 .075 .000 472.90 1713.78 .004335 360. 330. 300. 2 0 0 .00 166.22 1880.00 * SECNO 27050.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .70 27050.000 18.78 491.78 .00 .00 493.89 2.11 .85 .08 487.00 10500.0 138.1 8916.3 1445.6 41.7 710.8 346.7 642.8 109.4 486.90 .55 3.31 12.54 4.17 .065 .045 .070 .000 473.00 1005.55 .006893 185. 165. 110. 2 0 0 .00 174.45 1180.00 * SECNO 27400.000 3301 HV CHANGED MORE THAN HVINS 1 1 PAGE 16 1 1 1 1 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.99 27400.000 20.81 494.71 .00 .00 495.28 .57 1.23 .15 493.20 10500.0 3333.2 6900.6 266.2 1520.2 941.8 117.0 658.8 112.6 487.40 .57 2.19 7.33 2.28 .065 .045 .070 .000 473.90 1424.95 .001738 360. 420. 300. 3 0 0 .00 598.92 2023.86 CCHV= .300 CEHV= .500 *SECNO 27540.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .67 3495 OVERBANK AREA ASSUMED NON- EFFECTIVE, ELLEA- 495.00 ELREA= 498.50 27540.000 19.69 494.69 13NOV92 13:45:59 496.00 1.31 .35 .37 496.80 PAGE 17 SECHO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACM AROB VOL TWA R -BANK( ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.99 27400.000 20.81 494.71 .00 .00 495.28 .57 1.23 .15 493.20 10500.0 3333.2 6900.6 266.2 1520.2 941.8 117.0 658.8 112.6 487.40 .57 2.19 7.33 2.28 .065 .045 .070 .000 473.90 1424.95 .001738 360. 420. 300. 3 0 0 .00 598.92 2023.86 CCHV= .300 CEHV= .500 *SECNO 27540.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .67 3495 OVERBANK AREA ASSUMED NON- EFFECTIVE, ELLEA- 495.00 ELREA= 498.50 27540.000 19.69 494.69 .00 .00 496.00 1.31 .35 .37 496.80 10500.0 .0 10500.0 .0 .0 1141.9 .0 664.8 113.7 499.40 .57 .00 9.20 .00 .000 .045 .000 .000 475.00 1950.00 .003838 140. 140. 140. 4 0 0 .00 107.18 2057.18 SPECIAL BRIDGE SS XK XKOR COFQ RDLEN BIC BWP BARER SS ELCHU ELCHD 1.05 2.34 2.50 .00 17.00 4.00 1279.15 3.00 480.20 480.00 *SECNO 27570.000 CLASS A LOW FLOW 3420 BRIDGE W.S.= 493.67 BRIDGE VELOCITY= 14.41 CALCULATED CHANNEL AREA= 719. EGPRS EGLWC H3 QWEIR QLOW BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA .00 496.23 .24 0. 10500. 1279. 1243. 498.50 496.80 0. 3495 OVERBANK AREA ASSUMED NON- EFFECTIVE, ELLEA= 495.20 ELREA - 498.70 CCHV= .100 CEHV= .300 * SECNO 27620.000 27620.000 20.12 495.62 .00 .00 496.43 .81 .15 .05 494.80 10500.0 2733.7 7522.3 244.0 1178.2 8%.5 96.1 667.5 114.2 489.00 .58 2.32 8.39 2.54 .065 .045 .070 .000 475.50 1430.09 .002433 50. 50. 50. 3 0 0 .00 590.80 2020.89 CCHV= .100 CEHV= .300 * SECNO 30130.000 30130.000 18.47 502.17 .00 .00 503.30 1.13 6.77 .10 492.30 10500.0 4493.2 6006.4 .5 861.2 581.9 1.2 749.8 130.8 501.90 .65 5.22 10.32 .39 .065 .045 .065 .000 483.70 1989.51 .004058 1600. 2510. 2000. 2 0 0 .00 241.33 2230.84 CCHV= .300 CEHV= .500 * SECNO 30189.000 3301 HV CHANGED MORE THAN HVINS 30189.000 15.34 502.14 .00 .00 503.87 1.74 .27 .30 513.30 10500.0 .0 10500.0 .0 .0 993.2 .0 751.4 131.0 513.40 .65 .00 10.57 .00 .000 .045 .000 .000 486.80 2153.93 .005150 59. 59. 59. 2 0 0 .00 98.12 2252.04 * SECNO 30190.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .49 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 513.30 MAX ELLC= 510.40 I I PAGE 18 I I I I 13MOV92 13:45:59 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH GROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XL08L XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 27570.000 19.73 494.93 .00 .00 496.23 1.30 .23 .00 497.00 10500.0 .0 10500.0 .0 .0 1146.7 .0 665.6 113.8 499.60 .58 .00 9.16 .00 .000 .045 .000 .000 475.20 1950.00 .003791 30. 30. 30. 0 0 0 .00 107.25 2057.25 CCHV= .100 CEHV= .300 * SECNO 27620.000 27620.000 20.12 495.62 .00 .00 496.43 .81 .15 .05 494.80 10500.0 2733.7 7522.3 244.0 1178.2 8%.5 96.1 667.5 114.2 489.00 .58 2.32 8.39 2.54 .065 .045 .070 .000 475.50 1430.09 .002433 50. 50. 50. 3 0 0 .00 590.80 2020.89 CCHV= .100 CEHV= .300 * SECNO 30130.000 30130.000 18.47 502.17 .00 .00 503.30 1.13 6.77 .10 492.30 10500.0 4493.2 6006.4 .5 861.2 581.9 1.2 749.8 130.8 501.90 .65 5.22 10.32 .39 .065 .045 .065 .000 483.70 1989.51 .004058 1600. 2510. 2000. 2 0 0 .00 241.33 2230.84 CCHV= .300 CEHV= .500 * SECNO 30189.000 3301 HV CHANGED MORE THAN HVINS 30189.000 15.34 502.14 .00 .00 503.87 1.74 .27 .30 513.30 10500.0 .0 10500.0 .0 .0 993.2 .0 751.4 131.0 513.40 .65 .00 10.57 .00 .000 .045 .000 .000 486.80 2153.93 .005150 59. 59. 59. 2 0 0 .00 98.12 2252.04 * SECNO 30190.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .49 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 513.30 MAX ELLC= 510.40 I I PAGE 18 I I I I 1 PAGE 19 1 1 1 i 13MOV92 13:45:59 SECHO DEPTH CWSEL CRIWS WSELK EG NV HL OLOSS L -BANK ELEV Q QLOB QCH GROB ALOE ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 30190.000 15.17 501.97 .00 .00 504.06 2.09 .01 .18 513.30 10500.0 .0 10500.0 .0 .0 904.1 .0 751.5 131.0 513.40 .65 .00 11.61 .00 .000 .045 .000 .000 486.80 2154.05 .021406 1. 1. 1. 2 0 0 .00 90.73 2251.78 *SECNO 30200.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 513.30 MAX ELLC= 510.40 30200.000 15.59 502.39 .00 .00 504.32 1.92 .20 .05 513.30 10500.0 .0 10500.0 .0 .0 943.1 .0 751.7 131.1 513.40 .65 .00 11.13 .00 .000 .045 .000 .000 486.80 2154.00 .019341 10. 10. 10. 2 0 0 .00 91.45 2252.45 *SECNO 30201.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.18 30201.000 16.18 502.98 .00 .00 504.46 1.48 .01 .13 513.30 10500.0 .0 10500.0 .0 .0 1076.5 .0 751.7 131.1 513.40 .65 .00 9.75 .00 .000 .045 .000 .000 486.80 2153.48 .004062 1. 1. 1. 3 0 0 .00 99.88 2253.37 CCHV= .100 CEHV= .300 *SECNO 30250.000 3301 HV CHANGED MORE THAN HVINS 30250.000 20.22 504.02 .00 .00 504.68 .66 .14 .08 492.40 10500.0 5055.6 5372.6 71.8 1229.3 655.5 66.7 753.4 131.3 502.00 .66 4.11 8.20 1.08 .065 .045 .065 .000 483.80 1950.54 .002182 49. 49. 49. 2 0 0 .00 337.29 2287.83 *SECNO 31310.000 31310.000 18.35 506.15 .00 .00 506.65 .50 1.95 .02 490.70 10500.0 6288.4 4211.6 .0 1515.0 573.6 .0 792.4 138.0 509.20 .70 4.15 7.34 .00 .065 .045 .000 .000 487.80 1494.73 .002198 750. 1060. 500. 2 0 0 .00 418.98 1913.71 1 PAGE 19 1 1 1 i 13NOV92 13:45:59 PAGE 20 T1 GRAPEVINE CREEK, COPPELL, DALLAS COUNTY, TEXAS FIS 100 YEAR DISCHARGE T2 EXTENDED FLOOD INSURANCE STUDY ENCROACHMENT RUN T3 GRAPEVINE CREEK FILE: NDMRXET1 NDM ENGINEERS 11/10/87 J1 ICHECK ING NINV IDIR STRT METRIC HVINS Q WSEL FQ 7 457.69 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 15 -1 1 1 1 ) 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 13NOV92 13:45:59 PAGE 21 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOS VCH VROB XNL XNCH XNR WTN ELM IN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *PROF 2 CCHV-- .100 CEHV= .300 * SECNO 15350.000 3470 ENCROACHMENT STATIONS= 1147.5 1967.5 TYPE= 1 TARGET= 820.000 ***************************************** * * * * * * * * * * * * * ** * * * * * * * * * * * * * * ** THIS MODEL IS BASED ON C. ANDERSON ENGRS. MODEL GRPRET FOR THE DENTON TAP RD. BRIDGE REPLACEMENT AND THE NEW MOORE ROAD BRIDGE FOR CITY OF COPPELL MASTER DRAINAGE PLAN. IT IS AN UPDATE OF THE EXIST. 1979 FIS WITH 1986 EXIST. PROJECTS AND THE PROP. DENTON TAP RD. BRIDGE INCLUDED AS WELL AS SUPPLEMENTAL CROSS SECTIONS ADDED FROM TOPO MAPS. THE MODEL WILL BE USED AS THE BASE MODEL TO STUDY THE PROP. CREEKVIEW ADDITION 8 DENTON TAP RD. AND THE ST.L&SW RR. ON THE NORTHEAST CORNER. NATHAN D. MAIER ENGRS FURNISHED CROSS SECTIONS 0. 1, 0. 2, 0.3,0.5,1.0,2.0,3.0,4.0,5.0,AND 6.0 TAKEN FROM CITY OF COPPELL MAPS TO ANDERSON ENGINEERS TO MODEL EXISTING CONDITIONS AT THE CREEK VIEW SITE. DLJ & BDH 11/10/87 EXISTING CONDITIONS ENCROACHMENT RUN ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** PROFILE SECTION G - SURVEY SECTION 7 15350.000 16.39 457.69 .00 457.86 458.49 .80 .00 .00 454.80 11000.0 368.5 6665.9 3965.6 154.0 749.8 1287.8 .0 .0 454.60 .00 2.39 8.89 3.08 .070 .050 .070 .000 441.30 1462.07 .003762 1200. 1180. 1300. 0 0 0 .00 505.43 1967.50 CCHV= .300 CEHV .500 * SECNO 15440.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.58 3470 ENCROACHMENT STATIONS= 1125.0 1272.0 TYPE= 1 TARGET- 147.000 3495 OVERBANK AREA ASSUMED NON- EFFECTIVE, ELLEA-- 458.90 ELREA= 459.00 BELT LINE ROAD - DOWNSTREAM SIDE PROFILE SECTION H - SURVEY SECTION 8 BELTLINE ROAD 1 1 1 l 1 1 1 1 1 1 t i 1 1 1 1 l i i 13NOV92 13:45:59 PAGE 22 15440.000 18.62 458.32 .00 458.35 458.87 .55 .31 .07 460.50 11000.0 .0 11000.0 .0 .0 1840.9 .0 7.9 1.8 100000.00 .01 .00 5.98 .00 .000 .050 .000 .000 439.70 1125.00 .001503 25. 90. 350. 2 0 0 .00 147.00 1272.00 SPECIAL BRIDGE S8 XK XKOR COFQ RDLEN BWC BWP BAREA SS ELCHU ELCHD 1.05 2.41 2.50 .00 57.00 6.00 1846.80 2.37 440.04 440.04 *SECNO 15470.000 CLASS A LOW FLOW 3420 BRIDGE W.S.= 458.24 BRIDGE VELOCITY= 6.42 CALCULATED CHANNEL AREA= 1714. EGPRS EGLWC H3 OWEIR QLOW BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA .00 458.92 .05 0. 11000. 1847. 1820. 459.00 460.50 0. 3470 ENCROACHMENT STATIONS= 1125.0 1272.0 TYPE= 1 TARGET= 147.000 3495 OVERBANK AREA ASSUMED NON- EFFECTIVE, ELLEA= 458.90 ELREA= 459.00 15470.000 18.67 458.37 .00 458.40 458.92 .55 .05 .00 460.50 11000.0 .0 11000.0 .0 .0 1848.6 .0 9.2 1.9 100000.00 .01 .00 5.95 .00 .000 .050 .000 .000 439.70 1125.00 .001483 30. 30. 30. 0 0 0 .00 147.00 1272.00 *SECNO 15520.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .66 3470 ENCROACHMENT STATIONS= 1242.5 1892.5 TYPE= 1 TARGET= 650.000 15520.000 16.96 458.26 .00 458.30 459.24 .97 .11 .21 453.60 11000.0 711.0 8751.4 1537.6 326.5 994.8 685.9 11.4 2.2 455.60 .01 2.18 8.80 2.24 .070 .050 .070 .000 441.30 1387.03 .003403 50. 50. 50. 2 0 0 .00 505.47 1892.50 *SECNO 15600.000 3470 ENCROACHMENT STATIONS- 1321.0 1450.8 TYPE= 1 TARGET= 129.000 1 i 1 1 1 ) l 1 13NOV92 13:45:59 PAGE 23 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB OCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3495 OVERBANK AREA ASSUMED NON- EFFECTIVE, ELLEA- 459.40 ELREA= 459.40 ST LOUIS & SOUTHWESTERN RAILROAD - DOWNSTREAM SIDE PROFILE SECTION I - SURVEY SECTION 9 ST. LOUIS SOUTHWESTERN R.R. 15600.000 17.16 458.76 .00 458.78 459.52 .76 .22 .06 462.70 11000.0 .0 11000.0 .0 .0 1576.9 .0 14.7 2.8 100000.00 .01 .00 6.98 .00 .000 .050 .000 .000 441.60 1321.00 .002189 50. 80. 100. 2 0 0 .00 129.00 1450.00 SPECIAL BRIDGE SB XK XKOR COFQ RDLEN BWC BWP BAREA SS ELCHU ELCHD 1.05 2.47 2.50 .00 66.20 6.00 1589.35 1.85 442.40 442.40 *SECNO 15610.000 PRESSURE FLOW EGPRS EGLWC H3 QWEIR QPR BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA 460.60 459.60 .09 0. 11000. 1589. 1558. 459.40 461.70 0. 3470 ENCROACHMENT STATIONS= 1321.0 1450.0 TYPE= 1 TARGET= 129.000 15610.000 18.38 459.98 .00 460.00 460.60 .62 1.09 .00 462.70 11000.0 .0 11000.0 .0 .0 1733.9 .0 15.1 2.9 100000.00 .01 .00 6.34 .00 .000 .050 .000 .000 441.60 1321.00 .001632 10. 10. 10. 2 0 0 .00 129.00 1450.00 *SECNO 15630.000 3470 ENCROACHMENT STATIONS= 1069.7 1498.1 TYPE= 1 TARGET = 428.340 15630.000 18.33 460.03 .00 460.07 460.64 .61 .03 .00 450.00 11000.0 719.8 9644.8 635.4 279.0 1459.1 230.9 15.9 2.9 450.00 .01 2.58 6.61 2.75 .070 .050 .070 .000 441.70 1069.73 .001344 30. 20. 10. 1 0 0 .00 180.40 1250.13 1 ) l 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 l l l i 13NOV92 13:45:59 PAGE 24 SECNO DEPTH CWSEL CRIYS WSELK EG HV HL OLOSS L- BAN K ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELKIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST CCHV= .100 CEHV= .300 * SECNO 15640.000 3470 ENCROACHMENT STATIONS= 1070.8 1492.7 TYPE= 1 TARGET= 421.850 15640.000 18.38 460.08 .00 460.12 460.65 .58 .01 .00 450.00 11000.0 562.8 9665.5 771.7 213.0 1506.7 278.6 16.4 3.0 450.00 ,01 2.64 6.41 2.77 .070 .050 .070 .000 441.70 1070.85 .001253 10. 10. 10. 2 0 0 .00 174.60 1245.45 * SECNO 15650.000 3470 ENCROACHMENT STATIONS= 1070.7 1495.4 TYPE= 1 TARGET= 424.750 15650.000 18.39 460.09 .00 460.13 460.67 .57 .01 .00 450.00 11000.0 565.2 9662.1 772.7 214.2 1508.0 279.2 16.9 3.0 450.00 .02 2.64 6.41 2.77 .070 .050 .070 .000 441.70 1070.65 .001248 10. 10. 10. 0 0 0 .00 174.87 1245.52 * SECNO 15660.000 3470 ENCROACHMENT STATIONS= 1067.2 1477.8 TYPE= 1 TARGET- 410.530 15660.000 18.26 459.96 .00 460.01 460.74 .78 .01 .06 450.00 11000.0 464.4 9467.0 1068.6 151.8 1258.1 328.0 17.3 3.1 450.00 .02 3.06 7.52 3.26 .070 .050 .070 .000 441.70 1067.23 .001731 10. 10. 10. 2 0 0 .00 157.64 1224.87 CCHV- .100 CEHV= .300 * SECNO 15680.000 3470 ENCROACHMENT STATIONS= 1052.0 1385.4 TYPE= 1 TARGET= 333.430 15680.000 18.55 460.28 .00 460.30 460.80 .52 .04 .03 460.00 11000.0 .0 10999.9 .1 .0 1897.3 .2 18.1 3.1 460.00 .02 .00 5.80 .24 .000 .050 .070 .000 441.73 1052.00 ,001820 20. 20. 15. 2 0 0 .00 189.61 1241.61 * SECNO 15730.000 3470 ENCROACHMENT STATIONS- 1099.0 1461.3 TYPE= 1 TARGET= 362.280 15730.000 18.68 460.43 .00 460.45 460.90 .47 .09 .01 460.00 11000.0 .0 10999.8 .2 .0 2009.6 .5 20.4 3.4 460.00 .02 .00 5.47 .31 .000 .050 .070 .000 441.75 1099.00 .001724 50. 50. 30. 2 0 0 .00 210.46 1309.46 13NOV92 13:45:59 PAGE 25 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOS QCH OROS ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST CCHV= .100 CEHV= .300 *SECNO 16480.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.47 3470 ENCROACHMENT STATIONS= 1390.0 2028.0 TYPE= 1 TARGET= 638.000 PROFILE SECTION J - SURVEY SECTION 10 LAND DEVELOPEMENT FILL ON LEFT OVERBANK UPSTREAM TO MOORE ROAD. 16480.000 18.88 461.58 .00 46135 461.77 .19 .84 .03 457.10 11000.0 2190.6 5513.6 3295.7 1219.7 1200.6 1737.8 72.6 10.5 457.20 .08 1.80 4.59 1.90 .070 .050 .070 .000 442.70 1390.00 .000802 830. 750. 650. 2 0 0 .00 638.00 2028.00 *SECNO 17600.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .60 3470 ENCROACHMENT STATIONS= 1255.0 1870.0 TYPE= 1 TARGET- 615.000 17600.000 17.72 462.72 .00 462.53 463.39 .67 1.48 .14 457.50 11800.0 2609.6 7795.1 1395.3 1028.0 987.9 673.6 158.3 26.1 459.50 .13 2.54 7.89 2.07 .070 .050 .070 .000 445.00 1255.00 .002539 1160. 1120. 1000. 2 0 0 .00 615.00 1870.00 *SECNO 17980.000 3470 ENCROACHMENT STATIONS= 1305.0 1672.0 TYPE- 1 TARGET= 367.000 17980.000 17.74 463.84 .00 463.64 464.18 .34 .75 .03 458.00 11800.0 1386.7 9406.8 1006.5 554.9 1853.8 431.0 184.9 30.9 458.00 .16 2.50 5.07 2.34 .070 .050 .070 .000 446.10 1305.00 .001426 600. 380. 260. 2 0 0 .00 367.00 1672.00 *SECNO 18150.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .69 1 1 1 1 1 I 1 1 1 I l I I I 13NOV92 13:45:59 PAGE 26 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3470 ENCROACHMENT STATIONS= 1321.0 1649.0 TYPE= 1 TARGET= 328.000 18150.000 17.30 463.90 .00 463.75 464.63 .73 .34 .12 458.00 11800.0 3461.4 7258.3 1080.3 938.3 872.6 386.2 194.7 32.2 460.00 .17 3.69 8.32 2.80 .070 .050 .070 .000 446.60 1321.00 .002972 160. 170. 180. 2 0 0 .00 328.00 1649.00 * SECNO 18210.000 3470 ENCROACHMENT STATIONS= 1340.0 1650.0 TYPE= 1 TARGET= 310.000 18210.000 17.21 464.01 .00 463.86 464.89 .88 .21 .04 458.00 11800.0 3950.2 6438.3 1411.5 901.3 680.5 420.9 197.6 32.7 460.00 .17 4.38 9.46 3.35 .070 .050 .070 .000 446.80 1340.00 .004112 60. 60. 65. 2 0 0 .00 310.00 1650.00 * SECNO 18240.000 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 1315.0 1598.0 TYPE= 1 TARGET= 283.000 18240.000 16.85 463.75 .00 463.65 465.22 1.46 .15 .18 460.00 11800.0 2562.3 8565.3 672.4 620.6 770.6 169.3 198.8 32.9 460.00 .17 4.13 11.12 3.97 .070 .050 .070 .000 446.90 1315.00 .006662 30. 30. 30. 2 0 0 .00 283.00 1598.00 * SECMO 18320.000 3470 ENCROACHMENT STATIONS= 1415.0 1670.0 TYPE= 1 TARGET= 255.000 18320.000 17.30 464.40 .00 464.20 465.70 1.30 .47 .02 460.00 11800.0 1658.3 8576.0 1565.6 418.0 819.2 3 %.0 201.8 33.4 460.00 .17 3.97 10.47 3.95 .070 .050 .070 .000 447.10 1415.00 .005127 80. 80. 80. 2 0 0 .00 255.00 1670.00 * SECNO 18450.000 3470 ENCROACHMENT STATIONS= 1393.0 1583.0 TYPE= 1 TARGET= 190.000 18450.000 17.37 464.87 .00 464.54 466.48 1.61 .69 .09 460.00 11800.0 1505.9 9326.9 %7.2 351.2 829.6 239.1 206.4 34.1 460.00 .18 4.29 11.24 4.04 .070 .050 .070 .000 447.50 1393.00 .005382 120. 130. 160. 2 0 0 .00 190.00 1583.00 I I I I 13NOV92 13:45:59 PAGE 27 SECHO DEPTH CWSEL CRIYS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST * SECHO 18500.000 3470 ENCROACHMENT STATIONS = 4895.0 5060.0 TYPE= 1 TARGET= 165.000 PROFILE SECTION K - SURVEY SECTION 11 LAND DEVELOPEMENT FILL ON LEFT OVERBANK 18500.000 17.54 465.14 .00 464.20 466.76 1.62 .28 .00 462.00 11800.0 413.7 10895.6 490.6 119.6 1028.6 132.7 208.0 34.3 461.00 .18 3.46 10.59 3.70 .070 .050 .070 .000 447.60 4895.00 .005632 50. 50. 50. 0 0 0 .00 165.00 5060.00 CCHV= .300 CEHV= .500 * SECHO 18514.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.76 3470 ENCROACHMENT STATIONS= 1546.8 1646.8 TYPE= 1 TARGET= 100.000 18514.000 16.48 465.16 .00 464.18 466.82 1.66 .04 .02 100000.00 11800.0 .0 11800.0 .0 .0 1140.7 .0 208.4 34.3 100000.00 .18 .00 10.34 .00 .000 .028 .000 .000 448.68 1546.85 .001824 14. 14. 14. 2 0 0 .00 100.00 1646.85 * SECHO 18515.000 STCARD, BRIDGE STENCL= 1546.85 STENCR= 1646.85 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 21 MIN ELTRD= 470.50 MAX ELLC= 469.76 3470 ENCROACHMENT STATIONS= 1546.8 1646.8 TYPE= 1 TARGET= 100.000 PROFILE SECTION L - SURVEY SECTION 12 AS -BUILT BRIDGE - UPDATE ON OCTOBER 1987 MOORE ROAD - DOWNSTREAM SIDE 18515.000 16.40 465.08 .00 464.12 466.91 1.83 .00 .08 100000.00 11800.0 .0 11800.0 .0 .0 1086.8 .0 208.4 34.3 100000.00 .18 .00 10.86 .00 .000 .028 .000 .000 448.68 1546.85 .002929 1. 1. 1. 8 0 0 .00 95.00 1646.85 13NOV92 13:45:59 PAGE 28 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH GROB ALOB ACH ARDS VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELKIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST * SECNO 18565.000 BTCARD, BRIDGE STENCL- 1546.32 STENCR= 1646.32 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 21 MIN ELTRD= 470.50 MAX ELLC= 469.84 3470 ENCROACHMENT STATIONS= 1546.3 1646.3 TYPE= 1 TARGET= 100.000 MOORE ROAD - UPSTREAM SIDE 18565.000 16.91 465.40 .00 464.47 467.09 1.69 .14 .04 100000.00 11800.0 .0 11800.0 .0 .0 1129.7 .0 209.7 34.4 100000.00 .18 .00 10.45 .00 .000 .028 .000 .000 448.49 1546.32 .002638 50. 50. 50. 13 0 0 .00 95.00 1646.32 * SECNO 18566.000 3470 ENCROACHMENT STATIONS= 1550.7 1640.7 TYPE= 1 TARGET = 90.000 18566.000 16.87 465.36 .00 464.42 467.13 1.77 .00 .04 100000.00 11800.0 .0 11800.0 .0 .0 1104.9 .0 209.7 34.4 100000.00 .18 .00 10.68 .00 .000 .028 .000 .000 448.49 1550.73 .001821 1. 1. 1. 2 0 0 .00 90.00 1640.73 * SECNO 18600.000 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 1300.0 1550.0 TYPE= 1 TARGET= 250.000 18600.000 19.65 467.05 .00 466.06 467.57 .52 .06 .38 459.70 11800.0 1063.4 10063.4 673.2 347.6 1642.9 260.1 211.0 34.5 461.00 .18 3.06 6.13 2.59 .070 .050 .070 .000 447.40 1300.00 .001845 34. 34. 34. 3 0 0 .00 250.00 1550.00 * SECNO 18615.000 3470 ENCROACHMENT STATIONS= 1295.0 1555.0 TYPE= 1 TARGET= 260.000 1 1 ) 1 I 1 ) 1 1 1 1 l l 13NOV92 13:45:59 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 18615.000 19.72 467.12 .00 466.09 467.61 .48 .03 .01 459.70 11800.0 1196.8 9863.4 739.8 384.0 1653.5 285.4 211.8 34.6 461.00 .18 3.12 5.97 2.59 .070 .050 .070 .000 447.40 1295.00 .001734 15. 15. 15. 2 0 0 .00 260.00 1555.00 * SECNO 18650.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .64 3470 ENCROACHMENT STATIONS= 1696.5 1976.5 TYPE= 1 TARGET= 280.000 18650.000 19.32 466.82 .00 465.82 468.09 1.27 .09 .39 463.10 11800.0 1573.4 8948.5 1278.1 449.0 878.4 396.4 213.4 34.9 462.70 .18 3.50 10.19 3.22 .070 .050 .070 .000 447.50 1696.50 .004234 35. 35. 35. 2 0 0 .00 280.00 1976.50 CCHV= .100 CEHV= .300 * SECNO .100 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.45 3470 ENCROACHMENT STATIONS= 335.0 625.0 TYPE= 1 TARGET= 290.000 .100 19.75 468.75 .00 467.70 469.46 .71 1.32 .06 464.00 11800.0 1263.4 9688.3 848.2 618.1 1311.7 374.0 232.7 37.2 462.00 .20 2.04 7.39 2.27 .090 .050 .090 .000 449.00 335.00 .002011 330. 510. 275. 2 0 0 .00 290.00 625.00 * SECNO .200 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .67 3470 ENCROACHMENT STATIONS= 172.5 522.5 TYPE= 1 TARGET= 350.000 PAGE 29 1 1 1 I I ) l 1 1 1 l 1 1 13MOV92 13:45:59 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST .200 19.40 469.60 .00 468.57 470.59 .99 1.05 .09 464.00 11800.0 1423.5 8043.3 2333.2 517.3 850.6 714.7 249.5 39.5 464.00 .22 2.75 9.46 3.26 .090 .050 .090 .000 450.20 172.50 .004545 290. 390. 265. 2 0 0 .00 350.00 522.50 * SECNO .300 3470 ENCROACHMENT STATIONS= 158.5 528.5 TYPE= 1 TARGET= 370.000 .300 20.40 471.40 .00 470.47 471.92 .51 1.28 .05 464.00 11800.0 2572.4 5992.7 3234.9 967.5 789.1 1116.4 270.8 42.5 464.00 .24 2.66 7.59 2.90 .090 .050 .090 .000 451.00 158.50 .002328 410. 450. 280. 2 0 0 .00 370.00 528.50 * SECNO 20540.000 3470 ENCROACHMENT STATIONS= 1225.0 1595.0 TYPE= 1 TARGET- 370.000 20540.000 19.69 472.29 .00 471.47 472.73 .43 .80 .01 466.00 11800.0 3457.4 8311.7 30.9 1711.7 1347.9 26.5 300.1 45.9 466.00 .26 2.02 6.17 1.17 .090 .050 .090 .000 452.60 1225.00 .001307 370. 540. 350. 2 0 0 .00 370.00 1595.00 * SECNO .500 3470 ENCROACHMENT STATIONS= 225.0 575.0 TYPE= 1 TARGET= 350.000 .500 18.91 472.91 .00 472.21 473.17 .26 .42 .02 460.00 11800.0 3880.7 7919.3 .0 1893.0 1656.4 .0 328.2 48.8 100000.00 .29 2.05 4.78 .00 .090 .050 .000 .000 454.00 225.00 .000879 315. 435. 415. 2 0 0 .00 350.00 575.00 * SECNO .600 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .38 3470 ENCROACHMENT STATIONS= 205.0 455.0 TYPE 1 TARGET= 250.000 .600 17.58 472.58 .00 471.87 474.34 1.76 .72 .45 470.00 11800.0 1031.0 10769.0 .0 426.0 969.4 .0 350.1 51.5 100000.00 .30 2.42 11.11 .00 .090 .050 .000 .000 455.00 205.00 .006192 380. 390. 360. 3 0 0 .00 250.00 455.00 1 1 PAGE 30 I l 1 l 1 I 1 I 1 1 1 1 1 l 1 1 1 1 1 l 1 1 1 13NOV92 13:45:59 PAGE 31 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 21690.000 3470 ENCROACHMENT STATIONS= 1122.5 1322.5 TYPE= 1 TARGET = 200.000 21690.000 18.44 474.34 .00 474.13 476.46 2.12 2.01 .11 470.00 11800.0 489.0 10479.8 831.2 180.9 847.7 260.2 359.0 52.7 470.00 .31 2.70 12.36 3.19 .090 .050 .090 .000 455.90 1122.50 .006609 180. 325. 300. 3 0 0 .00 200.00 1322.50 *SECNO 1.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.59 3470 ENCROACHMENT STATIONS= 32.0 212.0 TYPE= 1 TARGET= 180.000 1.000 20.08 477.38 .00 477.01 478.63 1.25 2.08 .09 470.00 11800.0 599.4 10092.1 1108.6 222.4 1048.6 376.1 376.6 55.0 470.00 .33 2.70 9.62 2.95 .080 .045 .080 .000 457.30 32.00 .002621 510. 530. 500. 2 0 0 .00 180.00 212.00 *SECNO 22600.000 3470 ENCROACHMENT STATIONS= 1260.0 1460.0 TYPE= 1 TARGET = 200.000 22600.000 19.79 478.39 .00 477.97 480.00 1.61 1.27 .11 473.00 11800.0 2966.5 8717.4 116.1 770.3 748.9 46.7 390.3 56.6 474.70 .34 3.85 11.64 2.49 .080 .045 .080 .000 458.60 1260.00 .004477 370. 380. 350. 2 0 0 .00 200.00 1460.00 *SECNO 2.000 3470 ENCROACHMENT STATIONS = 66.0 246.0 TYPE= 1 TARGET= 180.000 2.000 21.00 480.60 .00 480.04 481.96 1.36 1.93 .03 474.00 11800.0 385.3 10147.1 1267.6 153.2 1012.0 411.5 410.1 58.9 472.00 .36 2.51 10.03 3.08 .080 .045 .080 .000 459.60 66.00 .002740 510. 570. 540. 2 0 0 .00 180.00 246.00 1 l 1 13NOV92 1 1 13:45:59 1 1 1 1 1 1 1 1 SECHO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 23900.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 2 1.45 3470 ENCROACHMENT STATIONS= 1041.0 1391.0 TYPE= 1 TARGET= 350.000 23900.000 19.90 482.90 .00 482.51 483.38 .48 1.33 .09 478.00 11800.0 992.2 10802.3 5.4 621.0 1870.0 7.0 443.7 63.3 480.00 .39 1.60 5.78 .78 .080 .045 .080 .000 463.00 1041.00 .001310 750. 730. 590. 2 0 0 .00 348.83 1389.83 *SECNO 3.000 3470 ENCROACHMENT STATIONS = 79.0 299.0 TYPE= 1 TARGET = 220.000 3.000 19.09 483.39 .00 483.10 484.03 .64 .61 .05 475.00 11800.0 480.0 10875.1 444.9 263.4 1634.4 199.4 466.7 65.9 475.00 .41 1.82 6.65 2.23 .080 .045 .080 .000 464.30 79.00 .001363 310. 465. 450. 2 0 0 .00 220.00 299.00 *SECNO 4.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .67 3470 ENCROACHMENT STATIONS= 114.0 314.0 TYPE= 1 TARGET= 200.000 4.000 18.53 484.23 .00 483.95 485.22 .99 1.08 .10 480.00 11800.0 221.1 11578.9 .0 124.7 1440.0 .0 489.2 68.2 100000.00 .43 1.77 8.04 .00 .080 .050 .000 .000 465.70 119.20 .003038 350. 560. 540. 2 0 0 .00 194.79 314.00 *SECNO 5.000 3470 ENCROACHMENT STATIONS= 65.0 275.0 TYPE= 1 TARGET= 210.000 5.000 18.89 484.79 .00 484.53 485.59 .80 .35 .02 480.00 11800.0 131.8 11111.4 556.9 71.9 1507.6 272.3 494.9 68.9 480.00 44 1.83 7.37 2.04 .080 .050 .080 .000 465.90 67.70 .001994 130. 145. 160. 2 0 0 .00 207.30 275.00 l l PAGE 32 I 1 ] 1 I 1 1 1 I I I I 1 1 1 1 1 1 1 1 1 1 1 13NOV92 13:45 :59 PAGE 33 SECNO DEPTH CWSEL CRIWS USELK EG HV HL GLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELKIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST * SECNO 24930.000 3470 ENCROACHMENT STATIONS= 1170.0 1400.0 TYPE= 1 TARGET = 230.000 24930.000 19.03 485.43 .00 485.16 485.98 .55 .36 .03 472.00 11800.0 3623.1 8106.4 70.5 1174.4 1181.7 44.3 504.7 69.8 480.00 .45 3.09 6.86 1.59 .080 .050 .080 .000 466.40 1170.00 .001523 170. 220. 150. 2 0 0 .00 230.00 1400.00 * SECNO 6.000 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 100.0 280.0 TYPE= 1 TARGET= 180.000 6.000 18.41 485.21 .00 484.98 486.31 1.10 .16 .17 476.00 11800.0 1085.7 10376.1 338.2 404.2 1164.4 111.0 508.2 70.1 476.00 .45 2.69 8.91 3.05 .080 .050 .080 .000 466.80 100.00 .0025% 50. 90. 95. 2 0 0 .00 180.00 280.00 * SECNO 25085.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 44 3470 ENCROACHMENT STATIONS= 1537.0 1627.0 TYPE= 1 TARGET= 90.000 25085.000 16.88 483.98 .00 484.00 487.39 3.41 .39 .69 480.70 11800.0 .0 11800.0 .0 .0 796.1 .0 510.3 70.3 100000.00 .45 .00 14.82 .00 .000 .045 .000 .000 467.10 1537.00 .013449 45. 80. 85. 3 0 0 .00 90.00 1627.00 * SECNO 25135.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.42 I 1 I I 1 1 1 1 1 1 ] 1 I 1 I 13NOV92 13:45:59 PAGE 34 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3470 ENCROACHMENT STATIONS= 1534.0 1623.0 TYPE= 1 TARGET = 89.000 25135.000 18.77 485.77 .00 485.91 487.97 2.20 .46 .12 481.40 11800.0 .0 11800.0 .0 .0 991.2 .0 511.3 70.4 100000.00 .45 .00 11.90 .00 .000 .045 .000 .000 467.00 1534.00 .006678 40. 50. 60. 4 0 0 .00 89.00 1623.00 *SECNO 25185.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.44 3470 ENCROACHMENT STATIONS= 1100.5 1205.5 TYPE= 1 TARGET= 105.000 25185.000 18.94 486.54 .00 486.43 488.25 1.71 .22 .05 478.00 11800.0 532.8 10926.1 341.1 157.0 1006.8 107.0 512.6 70.5 480.00 .45 3.39 10.85 3.19 .080 .045 .080 .000 467.60 1100.50 .003203 50. 50. 40. 2 0 0 .00 105.00 1205.50 *SECNO 25235.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.42 3470 ENCROACHMENT STATIONS= 1072.7 1172.7 TYPE= 1 TARGET= 100.000 25235.000 19.52 487.42 .00 487.04 488.42 1.01 .11 .07 480.50 11800.0 74.0 11634.1 91.9 44.3 1435.8 44.4 514.2 70.7 480.00 .46 1.67 8.10 2.07 .080 .045 .080 .000 467.90 1072.65 .001588 50. 50. 50. 2 0 0 .00 100.00 1172.65 *SECNO 25280.000 3470 ENCROACHMENT STATIONS= 1044.7 1154.7 TYPE= 1 TARGET= 110.000 25280.000 20.48 487.88 .00 487.37 488.52 .64 .05 .04 482.20 11800.0 5.8 11786.4 7.8 8.5 1835.3 11.3 516.0 70.8 481.00 .46 .68 6.42 .69 .080 .045 .080 .000 467.40 1044.65 .000942 55. 45. 25. 2 0 0 .00 110.00 1154.65 1 1 1 1 1 1 1 1 1 1 1 1 1 l 1 1 1 1 1 13NOV92 13:45:59 PAGE 35 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q GLOB QCH GROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST * SECNO 25325.000 3470 ENCROACHMENT STATIONS= 1033.0 1163.0 TYPE= 1 TARGET= 130.000 25325.000 20.80 488.10 .00 487.58 488.57 .47 .04 .02 100000.00 11800.0 .0 11800.0 .0 .0 2134.2 .0 518.0 70.9 100000.00 .46 .00 5.53 .00 .000 .045 .000 .000 467.30 1033.00 .000813 50. 45. 30. 2 0 0 .00 130.00 1163.00 * SECNO 25375.000 3470 ENCROACHMENT STATIONS= 1026.0 1156.0 TYPE= 1 TARGET= 130.000 25375.000 20.25 488.15 .00 487.65 488.61 .46 .04 .00 100000.00 11800.0 .0 11800.0 .0 .0 2161.7 .0 520.5 71.0 100000.00 .46 .00 5.46 .00 .000 .045 .000 .000 467.90 1026.00 .000778 50. 50. 50. 0 0 0 .00 130.00 1156.00 * SECNO 25421.000 3470 ENCROACHMENT STATIONS= 1127.5 1277.5 TYPE= 1 TARGET= 150.000 25421.000 20.32 488.32 .00 487.83 488.65 .34 .03 .01 100000.00 11800.0 .0 11800.0 .0 .0 2534.0 .0 523.0 71.2 100000.00 .47 .00 4.66 .00 .000 .045 .000 .000 468.00 1127.50 .000552 84. 46. 10. 2 0 0 .00 150.00 1277.50 CCHV= .300 CEHV= .500 * SECNO 25422.000 STCARD, BRIDGE STENCL= 1127.50 STENCR= 1277.50 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 4 MIN ELTRD= 495.00 MAX ELLC= 491.75 3470 ENCROACHMENT STATIONS= 1127.5 1277.5 TYPE= 1 TARGET= 150.000 25422.000 20.30 488.30 .00 487.81 488.67 .37 .00 .01 100000.00 11800.0 .0 11800.0 .0 .0 2432.7 .0 523.0 71.2 100000.00 .47 .00 4.85 .00 .000 .028 .000 .000 468.00 1127.50 .000392 1. 1. 1. 6 0 0 .00 145.00 1277.50 i ) PAGE 36 13NOV92 13:45:59 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOE ACM AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST * SECNO 25542.000 BTCARD, BRIDGE STENCL 1127.50 STENCR= 1277.50 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 4 MIN ELTRD= 495.00 MAX ELLC= 491.75 3470 ENCROACHMENT STATIONS= 1127.5 1277.5 TYPE- 1 TARGET- 150.000 25542.000 19.64 488.34 .00 487.85 488.73 .39 .05 .01 100000.00 11800.0 .0 11800.0 .0 .0 2358.5 .0 529.6 71.6 100000.00 .47 .00 5.00 .00 .000 .028 .000 .000 468.70 1127.50 .000427 120. 120. 120. 13 0 0 .00 145.00 1277.50 * SECNO 25543.000 3470 ENCROACHMENT STATIONS= 1127.5 1277.5 TYPE= 1 TARGET- 150.000 25543.000 19.68 488.38 .00 487.89 488.74 .36 .00 .01 100000.00 11800.0 .0 11800.0 .0 .0 2461.7 .0 529.7 71.6 100000.00 .47 .00 4.79 .00 .000 .028 .000 .000 468.70 1127.50 .000234 1. 1. 1. 2 0 0 .00 150.00 1277.50 * SECNO 25568.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .49 3470 ENCROACHMENT STATIONS= 1002.5 1172.5 TYPE= 1 TARGET- 170.000 25568.000 19.40 488.30 .00 487.76 488.85 .55 .01 .10 485.00 11800.0 8.2 11764.8 27.1 10.9 1976.5 31.7 531.0 71.7 485.00 .47 .75 5.95 .85 .080 .045 .080 .000 468.90 1013.40 .000973 5. 25. 75. 2 0 0 .00 159.10 1172.50 CCHV- .100 CEHV= .300 * SECNO 25618.000 3470 ENCROACHMENT STATIONS= 1001.5 1171.5 TYPE- 1 TARGET= 170.000 25618.000 18.80 488.30 .00 487.77 488.92 .62 .05 .02 485.00 11800.0 8.8 11753.1 38.1 11.0 1863.6 40.3 533.2 71.9 485.00 .48 .81 6.31 .95 .080 .045 .080 .000 469.50 1015.37 .001114 20. 50. 50. 1 0 0 .00 156.13 1171.50 i ) PAGE 36 I 1 t I I 1 I 1 I I I 1 1 13NOV92 13:45:59 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELKIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST * SECNO 25668.000 3470 ENCROACHMENT STATIONS= 1014.5 1204.5 TYPE= 1 TARGET- 190.000 25668.000 19.32 488.42 .00 487.90 488.98 .56 .06 .01 485.00 11800.0 27.2 11730.3 42.5 23.1 1952.9 42.1 535.5 72.1 485.00 .48 1.18 6.01 1.01 .080 .045 .080 .000 469.10 1024.52 .001153 55. 50. 50. 2 0 0 .00 179.98 1204.50 * SECNO 25714.000 3470 ENCROACHMENT STATIONS- 1208.0 1388.0 TYPE= 1 TARGET- 180.000 25714.000 18.42 488.42 .00 487.90 489.08 .66 .07 .03 486.00 11800.0 4.0 11792.0 4.0 4.7 1813.0 4.8 537.5 72.3 486.00 .48 .85 6.50 .85 .080 .045 .080 .000 470.00 1208.00 .001833 70. 46. 40. 2 0 0 .00 180.00 1388.00 * SECNO 25754.000 3470 ENCROACHMENT STATIONS= 1126.5 1306.5 TYPE= 1 TARGET- 180.000 25754.000 19.36 488.46 .00 488.02 489.16 .69 .07 .01 481.00 11800.0 541.5 11120.2 138.3 217.4 1619.6 86.7 539.2 72.4 481.00 .48 2.49 6.87 1.60 .080 .045 .080 .000 469.10 1126.50 .001525 45. 40. 30. 1 0 0 .00 180.00 1306.50 * SECNO 25820.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .70 3470 ENCROACHMENT STATIONS= 1158.0 1378.0 TYPE- 1 TARGET- 220.000 25820.000 19.85 488.25 .00 488.25 489.45 1.20 .14 .15 480.00 11900.0 1701.5 7756.1 2442.4 502.7 734.8 630.7 542.1 72.7 481.00 .48 3.38 10.55 3.87 .080 .045 .080 .000 468.40 1158.00 .003192 55. 66. 72. 2 0 0 .00 220.00 1378.00 1 1 PAGE 37 I I I I I l I I I I PAGE 38 13MOV92 13:45:59 SECHO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELKIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST * SECHO 26170.000 3470 ENCROACHMENT STATIONS= 1045.0 1239.1 TYPE= 1 TARGET= 194.140 26170.000 19.22 489.42 .00 488.59 490.68 1.26 1.22 .02 480.00 11900.0 .0 7503.2 4396.8 .0 693.2 1000.1 554.7 74.2 485.00 .49 .00 10.82 4.40 .000 .045 .080 .000 470.20 1045.00 .004535 450. 350. 230. 2 0 0 .00 194.14 1239.14 * SECNO 26550.000 3470 ENCROACHMENT STATIONS= 1040.0 1140.0 TYPE= 1 TARGET= 100.000 26550.000 19.73 490.83 .00 489.99 492.33 1.50 1.57 .07 485.00 11900.0 .0 11900.0 .0 .0 1210.4 .0 567.0 75.4 100000.00 .51 .00 9.83 .00 .000 .045 .000 .000 471.10 1040.00 .003909 380. 380. 350. 2 0 0 .00 100.00 1140.00 * SECNO 26880.000 3470 ENCROACHMENT STATIONS= 1733.0 1843.0 TYPE= 1 TARGET= 110.000 26880.000 19.01 491.91 .00 491.10 493.66 1.75 1.25 .07 484.80 11900.0 334.6 11326.0 239.3 95.7 1042.9 81.6 576.2 76.2 486.70 .51 3.50 10.86 2.93 .070 .045 .075 .000 472.90 1733.00 .003686 360. 330. 300. 2 0 0 .00 110.00 1843.00 * SECNO 27050.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .68 3470 ENCROACHMENT STATIONS= 1000.0 1125.5 TYPE= 1 TARGET= 125.500 27050.000 19.42 492.42 .00 491.78 494.51 2.09 .75 .10 487.00 10500.0 183.2 9165.5 1151.3 53.6 746.0 241.6 580.4 76.6 486.90 .52 3.42 12.29 4.77 .065 .045 .070 .000 473.00 1003.21 .006200 185. 165. 110. 2 0 0 .00 122.29 1125.50 * SECNO 27400.000 3301 HV CHANGED MORE THAN HVINS I l I I I I PAGE 38 1 1 1 1 1 11 TARGET- 1 1 1 1 1 1 1 1 13NOV92 13:45:59 1.28 .14 493.20 10500.0 2699.1 7674.0 126.9 1135.0 PAGE 39 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q GLOB QCH GROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.80 3470 ENCROACHMENT STATIONS= 1585.0 2000.0 TYPE= 1 TARGET- 415.000 1.05 2.34 27400.000 21.30 495.20 .00 494.71 495.93 .73 1.28 .14 493.20 10500.0 2699.1 7674.0 126.9 1135.0 974.1 55.2 594.6 78.9 487.40 .54 2.38 7.88 2.30 .065 .045 .070 .000 473.90 1585.00 .001920 360. 420. 300. 3 0 0 .00 415.00 2000.00 CCHV= .300 CEHV- .500 .22 0. 10500. 1279. 1243. 498.50 496.80 0. * SECNO 27540.000 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 1960.5 2067.5 TYPE= 1 TARGET= 107.000 3495 OVERBANK AREA ASSUMED NON- EFFECTIVE, ELLEA- 495.00 ELREA= 498.50 27540.000 20.27 495.27 .00 494.69 496.55 1.27 .35 .27 100000.00 10500.0 .0 10500.0 .0 .0 1160.2 .0 599.9 79.7 100000.00 .54 .00 9.05 .00 .000 .045 .000 .000 475.00 1960.50 .003344 140. 140. 140. 2 0 0 .00 97.65 2058.15 SPECIAL BRIDGE SB XK XKOR COFQ RDLEN BWC BWP BAREA SS ELCHU ELCHD 1.05 2.34 2.50 .00 17.00 4.00 1279.15 3.00 480.20 480.00 * SECNO 27570.000 BTCARD, BRIDGE STENCL= 1960.50 STENCR= 2067.50 CLASS A LOW FLOW 3420 BRIDGE W.S.= 494.77 BRIDGE VELOCITY= 12.55 CALCULATED CHANNEL AREA- 827. EGPRS EGLWC H3 GWEIR GLOW BARER TRAPEZOID ELLC ELTRD WEIRLN AREA .00 496.76 .22 0. 10500. 1279. 1243. 498.50 496.80 0. 1 1 1 1 1 1 1 1 1 1 ) 1 l 1 1 1 1 1 1 1 1 1 13NOV92 13:45:59 PAGE 40 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3470 ENCROACHMENT STATIONS= 1960.5 2067.5 TYPE= 1 TARGET= 107.000 3495 OVERBANK AREA ASSUMED NON- EFFECTIVE, ELLEA= 495.20 ELREA= 498.70 27570.000 20.29 495.49 .00 494.93 496.76 1.27 .22 .00 100000.00 10500.0 .0 10500.0 .0 .0 1161.9 .0 600.7 79.7 100000.00 .54 .00 9.04 .00 .000 .045 .000 .000 475.20 1960.50 .003329 30. 30. 30. 0 0 0 .00 97.68 2058.18 CCHV= .100 CEHV= .300 *SECNO 27620.000 3470 ENCROACHMENT STATIONS= 1548.0 1992.0 TYPE= 1 TARGET = 443.960 27620.000 20.65 496.15 .00 495.62 496.95 .80 .14 .05 494.80 10500.0 2820.4 7679.6 .0 1089.9 931.4 .0 602.5 80.1 100000.00 .54 2.59 8.25 .00 .065 .045 .000 .000 475.50 1548.04 .002514 50. 50. 50. 3 0 0 .00 443.96 1992.00 CCHV= .100 CEHV= .300 *SECNO 30130.000 3470 ENCROACHMENT STATIONS= 2094.9 2222.0 TYPE= 1 TARGET= 127.080 30130.000 18.98 502.68 .00 502.17 503.86 1.18 6.80 .11 492.30 10500.0 4318.3 6181.7 .0 732.5 603.2 .0 680.2 91.7 100000.00 .62 5.90 10.25 .00 .065 .045 .000 .000 483.70 2094.92 .003886 1600. 2510. 2000. 2 0 0 .00 127.08 2222.00 CCHV= .300 CEHV= .500 *SECNO 30189.000 3470 ENCROACHMENT STATIONS= 2155.5 2245.5 TYPE= 1 TARGET = 90.000 30189.000 15.91 502.71 .00 502.14 504.32 1.61 .24 .21 100000.00 10500.0 .0 10500.0 .0 .0 1032.8 .0 681.8 91.8 100000.00 .62 .00 10.17 .00 .000 .045 .000 .000 486.80 2155.50 .004294 59. 59. 59. 2 0 0 .00 90.00 2245.50 *SECNO 30190.000 1 1 1 1 1 1 1 l 1 1 l 1 1 13NOV92 13:45:59 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB OCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST BTCARD, BRIDGE STENCL- 2155.50 STENCR= 2245.50 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .48 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 513.30 MAX ELLC= 510.40 3470 ENCROACHMENT STATIONS= 2155.5 2245.5 TYPE= 1 TARGET-- 90.000 30190.000 15.76 502.56 .00 501.97 504.48 1.92 .01 .16 100000.00 10500.0 .0 10500.0 .0 .0 945.2 .0 681.9 91.8 100000.00 .62 .00 11.11 .00 .000 .045 .000 .000 486.80 2155.50 .018548 1. 1. 1. 12 0 0 .00 84.00 2245.50 * SECNO 30200.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 513.30 MAX ELLC= 510.40 3470 ENCROACHMENT STATIONS= 2155.5 2245.5 TYPE- 1 TARGET-- 90.000 30200.000 16.08 502.88 .00 502.39 504.69 1.81 .18 .03 100000.00 10500.0 .0 10500.0 .0 .0 971.8 .0 682.1 91.8 100000.00 .62 .00 10.81 .00 .000 .045 .000 .000 486.80 2155.50 .017322 10. 10. 10. 2 0 0 .00 84.00 2245.50 * SECNO 30201.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.19 3470 ENCROACHMENT STATIONS= 2155.5 2245.5 TYPE- 1 TARGET-- 90.000 30201.000 16.58 503.38 .00 502.98 504.81 1.43 .01 .11 100000.00 10500.0 .0 10500.0 .0 .0 1093.5 .0 682.1 91.8 100000.00 .62 .00 9.60 .00 .000 .045 .000 .000 486.80 2155.50 .003613 1. 1. 1. 2 0 0 .00 90.00 2245.50 1 1 PAGE 41 1 l 1 1 1 1 1 1 1 1 1 1 1 1 ) 1 1 1 1 1 ) 1 1 13NOV92 13:45:59 PAGE 42 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST CCHV= .100 CEHV= .300 * SECMO 30250.000 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 2066.9 2222.0 TYPE= 1 TARGET= 155.050 30250.000 20.48 504.28 .00 504.02 505.02 .74 .14 .07 492.40 10500.0 4947.7 5552.3 .0 1020.1 666.2 .0 683.7 92.0 100000.00 .62 4.85 8.33 .00 .065 .045 .000 .000 483.80 2066.95 .002334 49. 49. 49. 2 0 0 .00 155.05 2222.00 * SECNO 31310.000 3470 ENCROACHMENT STATIONS= 1734.4 1920.0 TYPE= 1 TARGET= 185.600 31310.000 18.68 506.48 .00 506.15 507.09 .60 2.05 .01 490.70 10500.0 6076.3 4423.7 .0 1187.2 590.6 .0 718.0 95.2 100000.00 .66 5.12 7.49 .00 .065 .045 .000 .000 487.80 1734.40 .002241 750. 1060. 500. 2 0 0 .00 179.99 1914.39 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 13NOV92 13:45:59 PAGE 43 THIS RUN EXECUTED 13NOV92 13:46:26 1 1 1 1 HEC -2 WATER SURFACE PROFILES Version 4.6.0; February 1991 NOTE- ASTERISK ( *) AT LEFT OF CROSS- SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST GRAPEVINE CREEK FILE SUMMARY PRINTOUT TABLE 150 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10*KS VCH AREA .01K 15350.000 .00 .00 .00 441.30 11000.00 457.86 .00 458.56 33.36 8.45 2389.70 1904.55 15350.000 .00 .00 .00 441.30 11000.00 457.69 .00 458.49 37.62 8.89 2191.63 1793.46 * 15440.000 90.00 .00 .00 439.70 11000.00 458.35 .00 458.90 14.91 5.96 1845.63 2848.79 * 15440.000 90.00 .00 .00 439.70 11000.00 458.32 .00 458.87 15.03 5.98 1840.90 2837.42 15470.000 30.00 460.50 459.00 439.70 11000.00 458.40 .00 458.95 14.72 5.94 1853.29 2867.26 15470.000 30.00 460.50 459.00 439.70 11000.00 458.37 .00 458.92 14.83 5.95 1848.63 2856.02 * 15520.000 50.00 .00 .00 441.30 11000.00 458.30 .00 459.26 33.58 8.76 2127.15 1898.17 * 15520.000 50.00 .00 .00 441.30 11000.00 458.26 .00 459.24 34.03 8.80 2007.27 1885.69 15600.000 80.00 .00 .00 441.60 11000.00 458.78 .00 459.54 21.78 6.96 1579.50 2357.11 15600.000 80.00 .00 .00 441.60 11000.00 458.76 .00 459.52 21.89 6.98 1576.92 2351.18 15610.000 10.00 461.70 459.40 441.60 11000.00 460.00 .00 460.62 16.24 6.33 1736.75 2729.57 15610.000 10.00 461.70 459.40 441.60 11000.00 459.98 .00 460.60 16.32 6.34 1733.91 2722.71 15630.000 20.00 .00 .00 441.70 11000.00 460.07 .00 460.66 13.06 6.53 2018.59 3044.23 15630.000 20.00 .00 .00 441.70 11000.00 460.03 .00 460.64 13.44 6.61 1969.06 3000.41 15640.000 10.00 .00 .00 441.70 11000.00 460.12 .00 460.68 12.20 6.34 2049.29 3149.22 15640.000 10.00 .00 .00 441.70 11000.00 460.08 .00 460.65 12.53 6.41 1998.29 3108.09 15650.000 10.00 .00 .00 441.70 11000.00 460.13 .00 460.69 12.16 6.34 2051.73 3154.24 15650.000 10.00 .00 .00 441.70 11000.00 460.09 .00 460.67 12.48 6.41 2001.38 3113.55 15660.000 10.00 .00 .00 441.70 11000.00 460.01 .00 460.76 16.83 7.43 1783.77 2681.28 15660.000 10.00 .00 .00 441.70 11000.00 459.96 .00 460.74 17.31 7.52 1737.92 2643.71 15680.000 20.00 .00 .00 441.73 11000.00 460.30 .00 460.82 18.04 5.79 1901.46 2589.64 15680.000 20.00 .00 .00 441.73 11000.00 460.28 .00 460.80 18.20 5.80 1897.51 2578.59 I I I I 1 I I 1 I I 1 1 1 I 1 I I 13NOV92 13:45:59 PAGE 44 SECNO XLCH ELTRD ELLC ELMIN G CWSEL CRIWS EG 10*KS VCH AREA .01K 15730.000 50.00 .00 .00 441.75 11000.00 460.45 .00 460.92 17.07 5.46 2014.74 2662.03 15730.000 50.00 .00 .00 441.75 11000.00 460.43 .00 460.90 17.24 5.47 2010.13 2649.61 * 16480.000 750.00 .00 .00 442.70 11000.00 461.55 .00 461.70 6.74 4.21 4696.56 4235.85 * 16480.000 750.00 .00 .00 442.70 11000.00 461.58 .00 461.77 8.02 4.59 4158.12 3884.21 * 17600.000 1120.00 .00 .00 445.00 11800.00 462.53 .00 463.16 24.97 7.75 2890.64 2361.26 * 17600.000 1120.00 .00 .00 445.00 11800.00 462.72 .00 463.39 25.39 7.89 2689.54 2341.85 * 17980.000 380.00 .00 .00 446.10 11800.00 463.64 .00 463.84 10.25 4.24 3888.99 3685.79 17980.000 380.00 .00 .00 446.10 11800.00 463.84 .00 464.18 14.26 5.07 2839.72 3124.58 18150.000 170.00 .00 .00 446.60 11800.00 463.75 .00 464.11 17.89 6.40 3244.69 2789.98 * 18150.000 170.00 .00 .00 446.60 11800.00 463.90 .00 464.63 29.72 8.32 2197.11 2164.38 18210.000 60.00 .00 .00 446.80 11800.00 463.86 .00 464.23 22.04 6.87 3099.41 2513.20 18210.000 60.00 .00 .00 446.80 11800.00 464.01 .00 464.89 41.12 9.46 2002.61 1840.18 18240.000 30.00 .00 .00 446.90 11800.00 463.65 .00 464.45 44.31 9.00 2280.46 1772.68 18240.000 30.00 .00 .00 446.90 11800.00 463.75 .00 465.22 66.62 11.12 1560.49 1445.71 18320.000 80.00 .00 .00 447.10 11800.00 464.20 .00 464.76 28.98 7.78 2725.43 2192.09 18320.000 80.00 .00 .00 447.10 11800.00 464.40 .00 465.70 51.27 10.47 1633.21 1647.99 18450.000 130.00 .00 .00 447.50 11800.00 464.54 .00 465.15 28.39 8.02 2696.32 2214.60 18450.000 130.00 .00 .00 447.50 11800.00 464.87 .00 466.48 53.82 11.24 1419.90 1608.44 * 18500.000 50.00 .00 .00 447.60 11800.00 464.20 .00 465.58 60.55 10.34 1744.12 1516.38 18500.000 50.00 .00 .00 447.60 11800.00 465.14 .00 466.76 56.32 10.59 1280.89 1572.41 * 18514.000 14.00 .00 .00 448.68 11800.00 464.18 .00 465.69 21.68 9.83 1202.69 2534.27 * 18514.000 14.00 .00 .00 448.68 11800.00 465.16 .00 466.82 18.24 10.34 1140.67 2763.22 18515.000 1.00 470.50 469.76 448.68 11800.00 464.12 .00 465.75 31.08 10.26 1152.31 2116.77 18515.000 1.00 470.50 469.76 448.68 11800.00 465.08 .00 466.91 29.29 10.86 1086.78 2180.27 18565.000 50.00 470.50 469.84 448.49 11800.00 464.47 .00 465.95 26.93 9.75 1213.72 2273.89 18565.000 50.00 470.50 469.84 448.49 11800.00 465.40 .00 467.09 26.38 10.45 1129.71 2297.29 18566.000 1.00 .00 .00 448.49 11800.00 464.42 .00 466.00 17.18 10.16 1249.15 2847.07 18566.000 1.00 .00 .00 448.49 11800.00 465.36 .00 467.13 18.21 10.68 1104.95 2765.30 18600.000 34.00 .00 .00 447.40 11800.00 466.06 .00 466.42 17.27 5.56 3003.21 2839.60 18600.000 34.00 .00 .00 447.40 11800.00 467.05 .00 467.57 18.45 6.13 2250.54 2747.40 18615.000 15.00 .00 .00 447.40 11800.00 466.09 .00 466.45 16.99 5.53 3022.57 2862.96 18615.000 15.00 .00 .00 447.40 11800.00 467.12 .00 467.61 17.34 5.97 2322.91 2833.39 * 18650.000 35.00 .00 .00 447.50 11800.00 465.82 .00 466.91 44.69 9.96 2186.15 1765.08 * 18650.000 35.00 .00 .00 447.50 11800.00 466.82 .00 468.09 42.34 10.19 1723.76 1813.52 1 1 1 1 1 1 1 1 l l 1 1 1 i I I 1 1 1 13NOV92 13:45:59 PAGE 45 SECNO XLCH ELTRD ELLC ELMIN 0 CWSEL CRIWS EG 10*KS VCH AREA OIK * .100 510.00 .00 .00 449.00 11800.00 467.70 .00 468.29 20.74 7.12 2963.38 2591.35 * .100 510.00 .00 .00 449.00 11800.00 468.75 .00 469.46 20.11 7.39 2303.85 2631.51 * .200 390.00 .00 .00 450.20 11800.00 468.57 .00 469.50 52.36 9.53 2449.54 1630.76 * .200 390.00 .00 .00 450.20 11800.00 469.60 .00 470.59 45.45 9.46 2082.62 1750.28 .300 450.00 .00 .00 451.00 11800.00 470.47 .00 470.99 27.41 7.87 3104.46 2253.71 .300 450.00 .00 .00 451.00 11800.00 471.40 .00 471.92 23.28 7.59 2872.97 2445.52 20540.000 540.00 .00 .00 452.60 11800.00 471.47 .00 471.96 16.02 6.57 3032.10 2948.32 20540.000 540.00 .00 .00 452.60 11800.00 472.29 .00 472.73 13.07 6.17 3086.11 3264.25 .500 435.00 .00 .00 454.00 11800.00 472.21 .00 472.49 10.55 5.02 3485.36 3632.74 .500 435.00 .00 .00 454.00 11800.00 472.91 .00 473.17 8.79 4.78 3549.45 3979.50 * .600 390.00 .00 .00 455.00 11800.00 471.87 469.42 473.87 73.94 11.85 1410.53 1372.29 * .600 390.00 .00 .00 455.00 11800.00 472.58 .00 474.34 61.92 11.11 1395.45 1499.51 21690.000 325.00 .00 .00 455.90 11800.00 474.13 473.10 476.03 63.21 11.96 1562.51 1484.13 21690.000 325.00 .00 .00 455.90 11800.00 474.34 .00 476.46 66.09 12.36 1288.80 1451.45 * 1.000 530.00 .00 .00 457.30 11800.00 477.01 .00 478.09 25.04 9.25 1982.70 2358.07 * 1.000 530.00 .00 .00 457.30 11800.00 477.38 .00 478.63 26.21 9.62 1647.09 2304.94 22600.000 380.00 .00 .00 458.60 11800.00 477.97 .00 479.42 44.19 11.34 1826.71 1775.07 22600.000 380.00 .00 .00 458.60 11800.00 478.39 .00 480.00 44.77 11.64 1565.93 1763.60 2.000 570.00 .00 .00 459.60 11800.00 480.04 .00 481.45 30.20 10.27 1653.79 2147.09 2.000 570.00 .00 .00 459.60 11800.00 480.60 .00 481.96 27.40 10.03 1576.82 2254.26 * 23900.000 730.00 .00 .00 463.00 11800.00 482.51 .00 483.04 15.06 6.05 2376.11 3040.20 * 23900.000 730.00 .00 .00 463.00 11800.00 482.90 .00 483.38 13.10 5.78 2498.06 3259.75 3.000 465.00 .00 .00 464.30 11800.00 483.10 .00 483.73 13.99 6.64 2231.43 3154.79 3.000 465.00 .00 .00 464.30 11800.00 483.39 .00 484.03 13.63 6.65 2097.15 3196.47 * 4.000 560.00 .00 .00 465.70 11800.00 483.95 .00 484.94 30.81 8.12 1662.90 2126.00 * 4.000 560.00 .00 .00 465.70 11800.00 484.23 .00 485.22 30.38 8.04 1564.74 2140.79 5.000 145.00 .00 .00 465.90 11800.00 484.53 .00 485.33 20.65 7.40 1956.70 2596.87 5.000 145.00 .00 .00 465.90 11800.00 484.79 .00 485.59 19.94 7.37 1851.86 2642.36 24930.000 220.00 .00 .00 466.40 11800.00 485.16 .00 485.73 16.23 7.00 2389.97 2929.17 24930.000 220.00 .00 .00 466.40 11800.00 485.43 .00 485.98 15.23 6.86 2400.37 3023.91 6.000 90.00 .00 .00 466.80 11800.00 484.98 .00 486.05 26.26 8.87 1801.95 2302.84 6.000 90.00 .00 .00 466.80 11800.00 485.21 .00 486.31 25.96 8.91 1679.65 2316.17 * 25085.000 80.00 .00 .00 467.10 11800.00 484.00 484.00 487.05 117.07 14.28 963.80 1090.59 * 25085.000 80.00 .00 .00 467.10 11800.00 483.98 .00 487.39 134.49 14.82 796.07 1017.50 I l 1 I 1 1 ] 1 ] 1 1 ] ] l 13NOV92 13:45:59 PAGE 46 SECNO XLCH ELTRD ELLC ELMIN 0 CWSEL CRIWS EG 10*KS VCH AREA OIK * 25135.000 50.00 .00 .00 467.00 11800.00 485.91 .00 487.55 49.38 10.72 1393.18 1679.15 * 25135.000 50.00 .00 .00 467.00 11800.00 485.77 .00 487.97 66.78 11.90 991.22 1443.93 25185.000 50.00 .00 .00 467.60 11800.00 486.43 .00 487.76 27.32 9.98 1605.14 2257.69 * 25185.000 50.00 .00 .00 467.60 11800.00 486.54 .00 488.25 32.03 10.85 1270.79 2085.05 25235.000 50.00 .00 .00 467.90 11800.00 487.04 .00 487.91 15.01 7.76 1905.02 3045.72 * 25235.000 50.00 .00 .00 467.90 11800.00 487.42 .00 488.42 15.88 8.10 1524.52 2960.73 25280.000 45.00 .00 .00 467.40 11800.00 487.37 .00 487.99 9.78 6.41 2043.64 3772.82 25280.000 45.00 .00 .00 467.40 11800.00 487.88 .00 488.52 9.42 6.42 1855.10 3843.70 25325.000 45.00 .00 .00 467.30 11800.00 487.58 .00 488.04 8.50 5.46 2205.36 4046.84 25325.000 45.00 .00 .00 467.30 11800.00 488.10 .00 488.57 8.13 5.53 2134.23 4137.47 25375.000 50.00 .00 .00 467.90 11800.00 487.65 .00 488.09 8.66 5.33 2212.24 4010.86 25375.000 50.00 .00 .00 467.90 11800.00 488.15 .00 488.61 7.78 5.46 2161.74 4231.79 25421.000 46.00 .00 .00 468.00 11800.00 487.83 .00 488.13 5.78 4.45 2653.83 4906.28 25421.000 46.00 .00 .00 468.00 11800.00 488.32 .00 488.65 5.52 4.66 2534.03 5023.16 25422.000 1.00 495.00 491.75 468.00 11800.00 487.81 .00 488.15 3.81 4.62 2555.95 6047.19 25422.000 1.00 495.00 491.75 468.00 11800.00 488.30 .00 488.67 3.92 4.85 2432.71 5957.35 25542.000 120.00 495.00 491.75 468.70 11800.00 487.85 .00 488.20 4.16 4.76 2477.20 5784.60 25542.000 120.00 495.00 491.75 468.70 11800.00 488.34 .00 488.73 4.27 5.00 2358.51 5710.29 25543.000 1.00 .00 .00 468.70 11800.00 487.89 .00 488.21 2.46 4.58 2578.41 7523.02 25543.000 1.00 .00 .00 468.70 11800.00 488.38 .00 488.74 2.34 4.79 2461.71 7712.88 * 25568.000 25.00 .00 .00 468.90 11800.00 487.76 .00 488.36 11.04 6.18 1935.31 3552.00 * 25568.000 25.00 .00 .00 468.90 11800.00 488.30 .00 488.85 9.73 5.95 2019.12 3783.03 25618.000 50.00 .00 .00 469.50 11800.00 487.77 .00 488.44 12.66 6.56 1837.97 3316.65 25618.000 50.00 .00 .00 469.50 11800.00 488.30 .00 488.92 11.14 6.31 1914.90 3534.97 25668.000 50.00 .00 .00 469.10 11800.00 487.90 .00 488.51 13.26 6.27 1936.66 3240.34 25668.000 50.00 .00 .00 469.10 11800.00 488.42 .00 488.98 11.53 6.01 2018.14 3475.55 25714.000 46.00 .00 .00 470.00 11800.00 487.90 .00 488.62 21.58 6.82 1794.65 2539.88 25714.000 46.00 .00 .00 470.00 11800.00 488.42 .00 489.08 18.33 6.50 1822.46 2756.38 25754.000 40.00 .00 .00 469.10 11800.00 488.02 .00 488.70 16.06 6.88 2083.37 2944.92 25754.000 40.00 .00 .00 469.10 11800.00 488.46 .00 489.16 15.25 6.87 1923.65 3021.89 25820.000 66.00 .00 .00 468.40 11900.00 488.25 .00 488.82 18.68 8.08 2884.94 2753.30 * 25820.000 66.00 .00 .00 468.40 11900.00 488.25 .00 489.45 31.92 10.55 1868.18 2106.39 * 26170.000 350.00 .00 .00 470.20 11900.00 488.59 .00 489.90 42.59 11.23 1832.04 1823.51 26170.000 350.00 .00 .00 470.20 11900.00 489.42 .00 490.68 45.35 10.82 1693.32 1767.13 ] 1 1 1 1 1 1 1 I ! 1 1 l 1 1 l 1 1 1 1 I 1 13NOV92 13:45:59 PAGE 47 SECNO XLCH ELTRD ELLC ELNIN G CWSEL CRIWS EG 10*KS VCH AREA .01K 26550.000 380.00 .00 .00 471.10 11900.00 489.99 .00 491.49 39.51 10.05 1344.29 1893.26 26550.000 380.00 .00 .00 471.10 11900.00 490.83 .00 492.33 39.09 9.83 1210.36 1903.38 26880.000 330.00 .00 .00 472.90 11900.00 491.10 .00 492.% 43.35 11.31 1263.52 1807.47 26880.000 330.00 .00 .00 472.90 11900.00 491.91 .00 493.66 36.86 10.86 1220.19 1960.05 * 27050.000 165.00 .00 .00 473.00 10500.00 491.78 .00 493.89 68.93 12.54 1099.29 1264.65 * 27050.000 165.00 .00 .00 473.00 10500.00 492.42 .00 494.51 62.00 12.29 1041.23 1333.45 * 27400.000 420.00 .00 .00 473.90 10500.00 494.71 .00 495.28 17.38 7.33 2578.94 2518.98 * 27400.000 420.00 .00 .00 473.90 10500.00 495.20 .00 495.93 19.20 7.88 2164.32 23 %.32 * 27540.000 140.00 .00 .00 475.00 10500.00 494.69 .00 4 %.00 38.38 9.20 1141.91 1694.86 27540.000 140.00 .00 .00 475.00 10500.00 495.27 .00 4 %.55 33.44 9.05 1160.19 1815.87 27570.000 30.00 4 96.80 498.50 475.20 10500.00 494.93 .00 4 %.23 37.91 9.16 1146.66 1705.38 27570.000 30.00 4 96.80 498.50 475.20 10500.00 495.49 .00 4 %.76 33.29 9.04 1161.93 1819.82 27620.000 50.00 .00 .00 475.50 10500.00 495.62 .00 4 %.43 24.33 8.39 2170.75 2128.58 27620.000 50.00 .00 .00 475.50 10500.00 4 %.15 .00 4 %.95 25.14 8.25 2021.32 2093.% 30130.000 2510.00 .00 .00 483.70 10500.00 502.17 .00 503.30 40.58 10.32 1444.24 1648.38 30130.000 2510.00 .00 .00 483.70 10500.00 502.68 .00 503.86 38.86 10.25 1335.69 1684.42 30189.000 59.00 .00 .00 486.80 10500.00 502.14 .00 503.87 51.50 10.57 993.15 1463.14 30189.000 59.00 .00 .00 486.80 10500.00 502.71 .00 504.32 42.94 10.17 1032.77 1602.33 * 30190.000 1.00 513.30 510.40 486.80 10500.00 501.97 .00 504.06 214.06 11.61 904.12 717.66 * 30190.000 1.00 513.30 510.40 486.80 10500.00 502.56 .00 504.48 185.48 11.11 945.16 770.97 30200.000 10.00 513.30 510.40 486.80 10500.00 502.39 .00 504.32 193.41 11.13 943.09 755.01 30200.000 10.00 513.30 510.40 486.80 10500.00 502.88 .00 504.69 173.22 10.81 971.75 797.80 * 30201.000 1.00 .00 .00 486.80 10500.00 502.98 .00 504.46 40.62 9.75 1076.53 1647.38 * 30201.000 1.00 .00 .00 486.80 10500.00 503.38 .00 504.81 36.13 9.60 1093.49 1746.94 30250.000 49.00 .00 .00 483.80 10500.00 504.02 .00 504.68 21.82 8.20 1951.55 2247.73 30250.000 49.00 .00 .00 483.80 10500.00 504.28 .00 505.02 23.34 8.33 1686.35 2173.24 31310.000 1060.00 .00 .00 487.80 10500.00 506.15 .00 506.65 21.98 7.34 2088.63 2239.60 31310.000 1060.00 .00 .00 487.80 10500.00 506.48 .00 507.09 22.41 7.49 1777.79 2217.89 13NOV92 13:45:59 PAGE GRAPEVINE CREEK FILE SUMMARY PRINTOUT TABLE 150 SECNO 0 CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 15350.000 11000.00 457.86 .00 .00 .00 619.07 .00 15350.000 11000.00 457.69 -.17 .00 -.17 505.43 .00 * 15440.000 11000.00 458.35 .00 .49 .00 147.00 90.00 * 15440.000 11000.00 458.32 -.03 .63 -.03 147.00 90.00 15470.000 11000.00 458.40 .00 .05 .00 147.00 30.00 15470.000 11000.00 458.37 -.03 .05 -.03 147.00 30.00 * 15520.000 11000.00 458.30 .00 -.10 .00 656.50 50.00 * 15520.000 11000.00 458.26 -.04 -.10 -.04 505.47 50.00 15600.000 11000.00 458.78 .00 .48 .00 129.00 80.00 15600.000 11000.00 458.76 -.02 .50 -.02 129.00 80.00 15610.000 11000.00 460.00 .00 1.22 .00 129.00 10.00 15610.000 11000.00 459.98 -.02 1.22 -.02 129.00 10.00 15630.000 11000.00 460.07 .00 .07 .00 198.68 20.00 15630.000 11000.00 460.03 -.04 .05 -.04 180.40 20.00 15640.000 11000.00 460.12 .00 .05 .00 194.28 10.00 15640.000 11000.00 460.08 -.04 .05 -.04 174.60 10.00 15650.000 11000.00 460.13 .00 .01 .00 194.42 10.00 15650.000 11000.00 460.09 -.04 .01 -.04 174.87 10.00 15660.000 11000.00 460.01 .00 -.12 .00 175.11 10.00 15660.000 11000.00 459.96 -.05 -.13 -.05 157.64 10.00 15680.000 11000.00 460.30 .00 .29 .00 190.78 20.00 15680.000 11000.00 460.28 -.02 .32 -.02 189.61 20.00 15730.000 11000.00 460.45 .00 .15 .00 213.05 50.00 15730.000 11000.00 460.43 -.02 .15 -.02 210.46 50.00 * 16480.000 11000.00 461.55 .00 1.10 .00 744.56 750.00 * 16480.000 11000.00 461.58 .03 1.14 .03 638.00 750.00 * 17600.000 11800.00 462.53 .00 .98 .00 733.13 1120.00 * 17600.000 11800.00 462.72 .19 1.15 .19 615.00 1120.00 * 17980.000 11800.00 463.64 .00 1.11 .00 643.54 380.00 17980.000 11800.00 463.84 .20 1.12 .20 367.00 380.00 18150.000 11800.00 463.75 .00 .12 .00 584.72 170.00 * 18150.000 11800.00 463.90 .15 .06 .15 328.00 170.00 PAGE 48 1 1 1 1 PAGE 49 1 ) 1 1 13NOV92 13:45:59 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 18210.000 11800.00 463.86 .00 .11 .00 573.63 60.00 18210.000 11800.00 464.01 .15 .11 .15 310.00 60.00 18240.000 11800.00 463.65 .00 -.21 .00 537.23 30.00 18240.000 11800.00 463.75 .10 -.25 .10 283.00 30.00 18320.000 11800.00 464.20 .00 .55 .00 577.83 80.00 18320.000 11800.00 464.40 .20 .64 .20 255.00 80.00 18450.000 11800.00 464.54 .00 .34 .00 591.61 130.00 18450.000 11800.00 464.87 .33 .48 .33 190.00 130.00 * 18500.000 11800.00 464.20 .00 -.35 .00 568.50 50.00 18500.000 11800.00 465.14 .94 .26 .94 165.00 50.00 * 18514.000 11800.00 464.18 .00 -.01 .00 148.64 14.00 * 18514.000 11800.00 465.16 .98 .02 .98 100.00 14.00 18515.000 11800.00 464.12 .00 -.06 .00 143.24 1.00 18515.000 11800.00 465.08 .96 -.08 .96 95.00 1.00 18565.000 11800.00 464.47 .00 .35 .00 144.63 50.00 18565.000 11800.00 465.40 .92 .32 .92 95.00 50.00 18566.000 11800.00 464.42 .00 -.05 .00 149.31 1.00 18566.000 11800.00 465.36 .94 -.04 .94 90.00 1.00 18600.000 11800.00 466.06 .00 1.64 .00 553.97 34.00 18600.000 11800.00 467.05 .99 1.69 .99 250.00 34.00 18615.000 11800.00 466.09 .00 .03 .00 554.96 15.00 18615.000 11800.00 467.12 1.03 .07 1.03 260.00 15.00 * 18650.000 11800.00 465.82 .00 -.28 .00 631.64 35.00 * 18650.000 11800.00 466.82 1.01 -.30 1.01 280.00 35.00 * 11800.00 467.70 .00 1.89 .00 589.20 510.00 * .100 .100 11800.00 468.75 1.05 1.93 1.05 290.00 510.00 * .200 11800.00 468.57 .00 .87 .00 632.27 390.00 * .200 11800.00 469.60 1.03 .85 1.03 350.00 390.00 .300 11800.00 470.47 .00 1.89 .00 577.33 450.00 .300 11800.00 471.40 .94 1.80 .94 370.00 450.00 20540.000 11800.00 471.47 .00 1.00 .00 463.15 540.00 20540.000 11800.00 472.29 .83 .89 .83 370.00 540.00 .500 11800.00 472.21 .00 .74 .00 457.93 435.00 .500 11800.00 472.91 .70 .61 .70 350.00 435.00 1 1 1 1 PAGE 49 1 ) 1 1 I I I I 1 1 1 1 1 13NOV92 13:45:59 1 1 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH * .600 11800.00 471.87 .00 -.34 .00 389.96 390.00 * .600 11800.00 472.58 .71 -.33 .71 250.00 390.00 21690.000 11800.00 474.13 .00 2.26 .00 393.96 325.00 21690.000 11800.00 474.34 .21 1.76 .21 200.00 325.00 * 1.000 11800.00 477.01 .00 2.87 .00 325.64 530.00 * 1.000 11800.00 477.38 .37 3.04 .37 180.00 530.00 22600.000 11800.00 477.97 .00 .97 .00 359.37 380.00 22600.000 11800.00 478.39 .42 1.01 .42 200.00 380.00 2.000 11800.00 480.04 .00 2.07 .00 271.16 570.00 2.000 11800.00 480.60 .56 2.21 .56 180.00 570.00 * 23900.000 11800.00 482.51 .00 2.46 .00 366.30 730.00 * 23900.000 11800.00 482.90 .39 2.30 .39 348.83 730.00 3.000 11800.00 483.10 .00 .60 .00 308.73 465.00 3.000 11800.00 483.39 .29 .50 .29 220.00 465.00 * 4.000 11800.00 483.95 .00 .85 .00 320.72 560.00 * 4.000 11800.00 484.23 .28 .84 .28 194.79 560.00 5.000 11800.00 484.53 .00 .58 .00 298.57 145.00 5.000 11800.00 484.79 .26 .56 .26 207.30 145.00 24930.000 11800.00 485.16 .00 .63 .00 273.24 220.00 24930.000 11800.00 485.43 .27 .64 .27 230.00 220.00 6.000 11800.00 484.98 .00 -.18 .00 256.42 90.00 6.000 11800.00 485.21 .23 -.23 .23 180.00 90.00 * 25085.000 11800.00 484.00 .00 -.98 .00 244.16 80.00 * 25085.000 11800.00 483.98 -.02 -1.23 -.02 90.00 80.00 * 25135.000 11800.00 485.91 .00 1.92 .00 315.72 50.00 * 25135.000 11800.00 485.77 -.14 1.79 -.14 89.00 50.00 25185.000 11800.00 486.43 .00 .52 .00 217.84 50.00 * 25185.000 11800.00 486.54 .11 .77 .11 105.00 50.00 25235.000 11800.00 487.04 .00 .61 .00 231.95 50.00 * 25235.000 11800.00 487.42 .38 .88 .38 100.00 50.00 25280.000 11800.00 487.37 .00 .32 .00 184.05 45.00 25280.000 11800.00 487.88 .51 .46 .51 110.00 45.00 25325.000 11800.00 487.58 .00 .21 .00 174.50 45.00 25325.000 11800.00 488.10 .52 .22 .52 130.00 45.00 1 1 1 1 1 l 1 1 PAGE 50 I 1 i 1 1 1 1 1 1 13NOV92 13:45:59 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 25375.000 11800.00 487.65 .00 .06 .00 162.31 50.00 25375.000 11800.00 488.15 .50 .05 .50 130.00 50.00 25421.000 11800.00 487.83 .00 .18 .00 192.14 46.00 25421.000 11800.00 488.32 .49 .17 .49 150.00 46.00 25422.000 11800.00 487.81 .00 -.01 .00 187.12 1.00 25422.000 11800.00 488.30 .49 -.01 .49 145.00 1.00 25542.000 11800.00 487.85 .00 .04 .00 187.20 120.00 25542.000 11800.00 488.34 .49 .04 .49 145.00 120.00 25543.000 11800.00 487.89 .00 .04 .00 192.37 1.00 25543.000 11800.00 488.38 .50 .04 .50 150.00 1.00 * 25568.000 11800.00 487.76 .00 -.12 .00 162.06 25.00 * 25568.000 11800.00 488.30 .53 -.09 .53 159.10 25.00 25618.000 11800.00 487.77 .00 .01 .00 169.20 50.00 25618.000 11800.00 488.30 .53 .01 .53 156.13 50.00 25668.000 11800.00 487.90 .00 .13 .00 201.63 50.00 25668.000 11800.00 488.42 .52 .12 .52 179.98 50.00 25714.000 11800.00 487.90 .00 .00 .00 252.97 46.00 25714.000 11800.00 488.42 .52 .00 .52 180.00 46.00 25754.000 11800.00 488.02 .00 .12 .00 325.49 40.00 25754.000 11800.00 488.46 .44 .04 .44 180.00 40.00 25820.000 11900.00 488.25 .00 .23 .00 434.68 66.00 * 25820.000 11900.00 488.25 -.01 -.21 -.01 220.00 66.00 * 26170.000 11900.00 488.59 .00 .34 .00 262.78 350.00 26170.000 11900.00 489.42 .83 1.18 .83 194.14 350.00 26550.000 11900.00 489.99 .00 1.40 .00 166.28 380.00 26550.000 11900.00 490.83 .84 1.40 .84 100.00 380.00 26880.000 11900.00 491.10 .00 1.11 .00 166.22 330.00 26880.000 11900.00 491.91 .80 1.08 .80 110.00 330.00 * 27050.000 10500.00 491.78 .00 .68 .00 174.45 165.00 * 27050.000 10500.00 492.42 .64 .51 .64 122.29 165.00 * 27400.000 10500.00 494.71 .00 2.93 .00 598.92 420.00 * 27400.000 10500.00 495.20 .49 2.78 .49 415.00 420.00 * 27540.000 10500.00 494.69 .00 -.02 .00 107.18 140.00 27540.000 10500.00 495.27 .59 .08 .59 97.65 140.00 1 1 1 l 1 1 1 1 PAGE 51 1 1 1 1 1 1 1 1 1 l 1 1 l 13NOV92 13:45:59 SECNO 0 CWSEL DIFWSP DIFWSX DIFWSS TOPWID XLCH 27570.000 10500.00 494.93 .00 .24 .00 107.25 30.00 27570.000 10500.00 495.49 .56 .22 .56 97.68 30.00 27620.000 10500.00 495.62 .00 .69 .00 590.80 50.00 27620.000 10500.00 496.15 .53 .66 .53 443.96 50.00 30130.000 10500.00 502.17 .00 6.55 .00 241.33 2510.00 30130.000 10500.00 502.68 .51 6.53 .51 127.08 2510.00 30189.000 10500.00 502.14 .00 -.04 .00 98.12 59.00 30189.000 10500.00 502.71 .57 .03 .57 90.00 59.00 * 30190.000 10500.00 501.97 .00 -.17 .00 90.73 1.00 * 30190.000 10500.00 502.56 .60 -.15 .60 84.00 1.00 30200.000 10500.00 502.39 .00 .42 .00 91.45 10.00 30200.000 10500.00 502.88 .49 .31 .49 84.00 10.00 * 30201.000 10500.00 502.98 .00 .59 .00 99.88 1.00 * 30201.000 10500.00 503.38 .40 .50 .40 90.00 1.00 30250.000 10500.00 504.02 .00 1.04 .00 337.29 49.00 30250.000 10500.00 504.28 .26 .90 .26 155.05 49.00 31310.000 10500.00 506.15 .00 2.13 .00 418.98 1060.00 31310.000 10500.00 506.48 .33 2.21 .33 179.99 1060.00 1 1 1 1 1 PAGE 52 1 1 I 1 1 1 1 1 1 1 I 1 1 13NOV92 13:45:59 15440.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 15440.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 15440.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 15520.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 15520.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 16480.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 16480.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 17600.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 17600.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 17980.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 18150.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 18500.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 18514.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 18514.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 18650.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 18650.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= .100 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= .100 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= .200 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= .200 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= .600 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= .600 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 1.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 1.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 23900.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 23900.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 4.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 4.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 25085.000 PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO= 25085.000 PROFILE= 1 MINIMUM SPECIFIC ENERGY WARNING SECNO= 25085.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25135.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25135.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE I I I I I PAGE 53 WARNING SECNO= 25185.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 1 1 1 1 1 1 1 1 1 1 13NOV92 13:45:59 WARNING SECNO= 25235.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25568.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25568.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25820.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 26170.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 27050.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 27050.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 27400.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 27400.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 27540.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 30190.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 30190.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 30201.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 30201.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 1 ) 1 PAGE 54 1 1 1 1 13NOV92 13:45:59 FLOODWAY DATA, GRAPEVINE CREEK FILE PROFILE NO. 2 -___ FLOODWAY WATER SURFACE ELEVATION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOODWAY FLOODWAY 15350.000 505. 2192. 5.0 457.7 457.9 -.2 15440.000 147. 1841. 6.0 458.3 458.3 .0 15470.000 147. 1849. 6.0 458.4 458.4 .0 15520.000 505. 2007. 5.5 458.3 458.3 .0 15600.000 129. 1577. 7.0 458.8 458.8 .0 15610.000 129. 1734. 6.3 460.0 460.0 .0 15630.000 180. 1969. 5.6 460.1 460.1 .0 15640.000 175. 1998. 5.5 460.1 460.1 .0 15650.000 175. 2001. 5.5 460.1 460.1 .0 15660.000 158. 1738. 6.3 460.0 460.0 .0 15680.000 190. 1898. 5.8 460.3 460.3 .0 15730.000 210. 2010. 5.5 460.5 460.5 .0 16480.000 638. 4158. 2.6 461.5 461.5 .0 17600.000 615. 2690. 4.4 462.7 462.5 .2 17980.000 367. 2840. 4.2 463.8 463.6 .2 18150.000 328. 2197. 5.4 463.9 463.8 .1 18210.000 310. 2003. 5.9 464.0 463.9 .1 18240.000 283. 1560. 7.6 463.8 463.7 .1 18320.000 255. 1633. 7.2 464.4 464.2 .2 18450.000 190. 1420. 8.3 464.8 464.5 .3 18500.000 165. 1281. 9.2 465.1 464.2 .9 18514.000 100. 1141. 10.3 465.2 464.2 1.0 18515.000 100. 1087. 10.9 465.1 464.1 1.0 18565.000 100. 1130. 10.4 465.4 464.5 .9 18566.000 90. 1105. 10.7 465.3 464.4 .9 18600 -000 250. 2251. 5.2 4671 466 1.0 18615.000 260. 2323. 5.1 467.1 466.1 1.0 18650.000 280. 1724. 6.8 466.8 465.8 1.0 .100 290. 2304. 5.1 468.7 467.7 1.0 .200 350. 2083. 5.7 469.6 468.6 1.0 .300 370. 2873. 4.1 471.4 470.5 .9 20540.000 370. 3086. 3.8 472.3 471.5 .8 .500 350. 3549. 3.3 472.9 472.2 .7 .600 250. 1395. 8.5 472.6 471.9 .7 21690.000 200. 1289. 9.2 474.3 474.1 .2 1.000 180. 1647. 7.2 477.4 477.0 .4 22600.000 200. 1566. 7.5 478.4 478.0 .4 2.000 180. 1577. 7.5 480.6 480.0 .6 23900.000 349. 2498. 4.7 482.9 482.5 .4 3.000 220. 2097. 5.6 483.4 483.1 .3 4.000 195. 1565. 7.5 484.2 483.9 .3 5.000 207. 1852. 6.4 484.8 484.5 .3 PAGE 55 I 1 1 1 1 1 1 1 1 1 l l 1 1 1 1 1 1 1 13NOV92 13:45:59 PAGE 56 FLOODWAY DATA, GRAPEVINE CREEK FILE PROFILE NO. 2 ---- -- FLOODWAY - -- WATER SURFACE ELEVATION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOODWAY FLOODWAY 24930.000 230. 2400. 4.9 485.5 485.2 .3 6.000 180. 1680. 7.0 485.2 485.0 .2 25085.000 90. 796. 14.8 484.0 484.0 .0 25135.000 89. 991. 11.9 485.8 485.9 -.1 25185.000 105. 1271. 9.3 486.5 486.4 .1 25235.000 100. 1525. 7.7 487.4 487.0 .4 25280.000 110. 1855. 6.4 487.9 487.4 .5 25325.000 130. 2134. 5.5 488.1 487.6 .5 25375.000 130. 2162. 5.5 488.1 487.6 .5 25421.000 150. 2534. 4.7 488.3 487.8 .5 25422.000 150. 2433. 4.9 488.3 487.8 .5 25542.000 150. 2359. 5.0 488.4 487.9 .5 25543.000 150. 2462. 4.8 488.4 487.9 .5 25568.000 159. 2019. 5.8 488.3 487.8 .5 25618.000 156. 1915. 6.2 488.3 487.8 .5 25668.000 180. 2018. 5.8 488.4 487.9 .5 25714.000 180. 1822. 6.5 488.4 487.9 .5 25754.000 180. 1924. 6.1 488.4 488.0 .4 25820.000 220. 1868. 6.4 488.3 488.3 .0 26170.000 194. 1693. 7.0 489.4 488.6 .8 26550.000 100. 1210. 9.8 490.8 490.0 .8 26880.000 110. 1220. 9.8 491.9 491.1 .8 27050.000 122. 1041. 10.1 492.4 491.8 .6 27400.000 415. 2164. 4.9 495.2 494.7 .5 27540.000 98. 1160. 9.1 495.3 494.7 .6 27570.000 98. 1162. 9.0 495.5 494.9 .6 27620.000 444. 2021. 5.2 496.1 495.6 .5 30130.000 127. 1336. 7.9 502.7 502.2 .5 30189.000 90. 1033. 10.2 502.7 502.1 .6 30190.000 90. 945. 11.1 502.6 502.0 .6 30200.000 90. 972. 10.8 502.9 502.4 .5 30201.000 90. 1093. 9.6 503.4 503.0 .4 30250.000 155. 1686. 6.2 504.3 504.0 .3 31310.000 180. 1778. 5.9 506.5 506.2 .3 APPENDIX B GRAPEVINE CREEK AS BUILT CONDITIONS FLOODWAY MODEL I I I I a 1 I 1 1 1 1 l l 1 1 * HEC -2 WATER SURFACE PROFILES * * U.S. ARMY CORPS OF ENGINEERS * * * HYDROLOGIC ENGINEERING CENTER * Version 6.6.0; February 1991 * * 609 SECOND STREET, SUITE D * * * DAVIS, CALIFORNIA 95616-6687 * RUN DATE 13NOV92 TIME 13:32:55 * * (916) 756 -1104 x x xxxxxxx xxxxx XXXXX x x x x x x x x x x x x xxxxxxx xxxx x xxxxx xxxxx x x x x x x x x x x x x x xxxxxxx XXXXx xxxxxxx 1 1 1 I I 1 I 1 I I I 1 l I l I 1 1 - l 1 1 I 1314OV92 13:32:55 PAGE 1 HEC -2 WATER SURFACE PROFILES Version 4.6.0; February 1991 T1 GRAPEVINE CREEK, COPPELL, DALLAS COUNTY, TEXAS FIS 100 YEAR DISCHARGE T2 EXTENDED FLOOD INSURANCE STUDY -NO ENCROACHMENTS -AS BUILT CONDITIONS T3 GRAPEVINE CREEK FILE: NDMASBLT NDM ENGINEERS 06 /10/92 J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q 0. 4 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBM 1 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 150 200. NC .07 .07 .05 .1 .3 QT 6 6900 9700 11000 14200 16100 11000 ET 8.1 ww ** *www *wwwwww * * * * *ww>twwwww * * *ww write, t** ttfr*, t***, k**** tt ,tt►,rr * *tttt *rtrtrtt * *te *rttt THIS MODEL IS BASED ON C. ANDERSON ENGRS. MODEL GRPRET FOR THE DENTON TAP RD. BRIDGE REPLACEMENT AND THE NEW MOORE ROAD BRIDGE FOR CITY OF COPPELL MASTER DRAINAGE PLAN. IT IS AN UPDATE OF THE EXIST. 1979 FIS WITH 1986 EXIST. PROJECTS AND THE PROP. DENTON TAP RD. BRIDGE INCLUDED AS WELL AS SUPPLEMENTAL CROSS SECTIONS ADDED FROM TOPO MAPS. THE MODEL WILL BE USED AS THE BASE MODEL TO STUDY THE PROP. CREEKVIEW ADDITION 8 DENTON TAP RD. AND THE ST.L&SW RR. ON THE NORTHEAST CORNER. NATHAN D. MAIER ENGRS FURNISHED CROSS SECTIONS 0. 1, 0. 2, 0.3,0.5,1.0,2.0,3.0,4.0,5.0,AND 6.0 TAKEN FROM CITY OF COPPELL MAPS TO ANDERSON ENGINEERS TO MODEL EXISTING CONDITIONS AT THE CREEK VIEW SITE. DLJ & BDH 11/10/87 AS BUILT CONDITIONS PER FIELD SURVEY JUNE 1992 PROFILE SECTION G - SURVEY SECTION 7 X1 15350 36 1527 1588 1200 1300 1180 GR 480.9 1000 475.0 1100 470.5 1200 463.8 GR 458.3 1271 462.7 1295 462.7 1300 460.0 GR 459.6 1352 459.6 1390 459.5 1426 459.8 GR 454.7 1482 455.1 1500 454.8 1527 441.4 GR 454.6 1588 454.7 1600 454.1 1700 453.1 GR 456.7 1898 456.9 1909 457.0 1919 455.0 GR 456.5 2000 458.2 2100 4613 2200 467.7 GR 481.1 2500 THIS RUN EXECUTED 13NOV92 13:32:55 WSEL FQ 457.86 CHNIM ITRACE 1147.5 1967.5 1249 459.1 1258 1326 459.7 1344 1437 459.5 1450 1545 441.3 1569 1800 453.6 1882 1941 455.2 1949 2300 474.0 2400 1 1 1 1 1 1 1 1 1 l 1 l l i 1 1 1 l 1 13NOV92 13:32:55 PAGE 2 NC .3 .5 ET 8.1 1125 1272 BELT LINE ROAD - DOWNSTREAM SIDE PROFILE SECTION H - SURVEY SECTION 8 BELTLINE ROAD X1 15440 38 1125 1272 25 350 90 X3 10 458.9 459 GR 480.9 658 470.5 758 463.8 807 463.5 829 462.7 853 GR 461.0 879 459.7 897 459.6 943 459.5 979 459.8 990 GR 459.7 1000 460.5 1100 460.5 1125 457.2 1125 454.9 1136 GR 454.9 1137 450.0 1145 442.2 1160 439.7 1177 439.7 1179 GR 441.1 1222 441.1 1224 441.6 1230 446.4 1240 450.1 1248 GR 450.1 1249 456.2 1270 457.4 1272 460.5 1272 460.5 1300 GR 460.2 1400 460.2 1461 460.2 1500 460.8 1600 462.5 1700 GR 464.6 1800 466.4 1900 469.1 2000 ET 8.1 1125 1272 SB 1.05 2.413 2.5 57 6 1846.80 2.373 440.04 440.04 X1 15470 30 30 30 X2 1 459 460.5 X3 10 458.9 459 BT -23 658 480.9 0 758 470.5 0 807 463.8 0 BT 829 463.5 0 853 462.7 0 879 461.0 0 BT 897 459.7 0 943 459.6 0 979 459.5 0 BT 990 459.8 0 1000 459.7 0 1100 460.5 0 BT 1125 460.5 458.9 1272 460.5 459.0 1300 460.5 0 BT 1400 460.2 0 1461 460.2 0 1500 460.2 0 BT 1600 Ia.8 0 1700 462.5 0 1800 464.6 0 BT 1900 466.4 0 2000 469.1 0 ET 8.1 1242.5 1892.5 X1 15520 18 1527 1608 50 50 50 GR 480.9 1000 475.0 1100 470.5 1200 463.8 1249 459.1 1258 GR 458.3 1271 462.7 1295 462.7 1300 460.5 1326 459.7 1344 GR 453.6 1527 441.3 1560 441.8 1585 455.6 1608 455.2 1700 GR 460.0 2230 470.0 2400 475.0 2600 ET 8.1 1321 1450 ST LOUIS 8 SOUTHWESTERN RAILROAD- DOWNSTREAM SIDE PROFILE SECTION I - SURVEY SECTION 9 ST. LOUIS SOUTHWESTERN R.R. X1 15600 28 1321 1450 50 100 80 X3 10 459.4 459.4 GR 462.7 1000 462.6 1100 462.6 1200 462.8 1300 462.7 1321 GR 455.0 1321 448.4 1333 448.4 1334 442.4 1349 442.4 1350 GR 442.3 1378 442.3 1379 441.6 1392 445.5 1400 446.0 1410 GR 446.0 1411 449.0 1423 449.0 1424 452.6 1437 452.6 1438 GR 456.4 1450 461.7 1450 462.9 1500 463.4 1600 463.8 1700 GR 464.2 1800 464.8 1900 465.4 2000 1 1 I 1 1 l 1 1 1 1 l ) 1 1 l l 1 1 1 13NOV92 13:32:55 PAGE 3 ET 8.1 1321 1450 SB 1.05 2.475 2.5 66.2 6 1589.35 1.85 442.4 442.4 X1 15610 10 10 10 X2 1 459.4 461.7 X3 10 459.4 459.4 BT -13 1000 462.7 0 1100 462.6 0 1200 462.6 0 BT 1300 462.8 0 1320 462.7 0 1321 462.7 459.4 BT 1450 461.7 459.4 1500 462.9 0 1600 463.4 0 BT 1700 463.8 0 1800 464.2 0 1900 464.8 0 BT 2000 465.4 0 ET 8.1 1069.73 1498.07 X1 15630 24 1115 1210 30 10 20 GR 470 1000 468 1020 466 1026 464 1038 462 1045 GR 460 1052 458 1060 456 1068 454 1100 452 1105 GR 450 1115 442 1130 441.8 1132 441.7 1158 442 1160 GR 450 1210 452 1220 454 1230 456 1240 460 1250 GR 461.76 1260 462 1470 464 1770 466 1970 NC .1 .3 ET 8.1 1070.85 1492.70 X1 15640 24 1102 1200 10 10 10 GR 470 1000 468 1015 466 1025 464 1035 462 1042 GR 460 1052 458 1060 456 1070 454 1085 452 1092 GR 450 1102 442 1126 441.8 1128 441.7 1154 442 1156 GR 450 1200 452 1215 454 1225 456 1235 460 1245 GR 461.76 1255 462 1465 464 1765 466 1 %5 ET 8.1 1070.65 1495.40 X1 15650 0 0 0 10 10 10 0 ET 8.1 1067.23 1477.76 X1 15660 24 1089 1170 10 10 10 GR 470 1000 468 1010 466 1020 464 1030 462 1040 GR 460 1050 458 1058 456 1065 454 1075 452 1082 GR 450 1089 442 1105 441.8 1107 441.7 1133 442 1135 GR 450 1170 452 1190 454 1200 456 1210 460 1225 GR 461.76 1235 462 1445 464 1745 466 1945 NC .07 .07 .05 .1 .3 ET 8.1 1052 1385.43 X1 15680 24 1052 1240 20 15 20 GR 470 1000 468 1012 466 1023 464 1038 462 1045 GR 460 1052 458 1060 456 1068 454 1075 452 1082 GR 450 1088 442 1102 441.83 1104 441.73 1130 442 1132 GR 450 1160 452 1185 454 1220 456 1230 460 1240 GR 461.76 1250 462 1460 464 1750 466 1950 13NOV92 13:32:55 PAGE 4 ET 8.1 1099 1461.28 X1 15730 20 1099 1307 50 30 50 GR 470 1000 468 1055 466 1070 464 1080 462 1088 GR 460 1099 450 1130 442 1142 441.85 1144 441.75 1170 GR 442 1172 450 1192 452 1210 454 1287 456 1297 GR 460 1307 461.76 1317 462 1527 464 1817 466 2017 NC .07 .07 .05 .1 .3 QT 6 6900 9700 11000 14200 16300 11000 ET 8.1 1390 2028 PROFILE SECTION J - SURVEY SECTION 10 LAND DEVELOPEMENT FILL ON LEFT OVERBANK UPSTREAM TO MOORE ROAD. X1 16480 27 1634 1722 830 650 750 GR 485.5 1000 480.4 1100 473.9 1200 470.0 1300 470.0 1390 GR 459.5 1390 458.7 1400 456.3 1500 454.9 1600 457.1 1634 GR 445.0 1665 442.7 1683 443.8 1700 457.2 1722 455.9 1800 GR 455.6 1900 455.6 2000 456.1 2100 455.3 2116 465.4 2146 GR 470.0 2146 470.0 2151 470.0 2170 470.0 2200 470.0 2261 GR 470.0 2300 470.0 2322 QT 6 7500 10500 11800 15100 16000 11800 ET 8.1 1255 1870 X1 17600 15 1535 1610 1160 1000 1120 GR 480.0 950 470.0 980 470.0 1140 460.0 1140 459.0 1410 GR 458.7 1520 457.5 1535 445.8 1561 445.0 1572 446.0 1590 GR 459.5 1610 459.6 1710 460.8 1820 461.5 1870 471.4 1900 ET 8.1 1305 1672 X1 17980 22 1400 1590 600 260 380 GR 470 1000 470 1030 470 1070 470 1090 464.67 1090 GR 464 1100 462 1138 460 1165 458 1205 458 1400 GR 456 1495 454 1505 452 1522 450 1530 446.1 1550 GR 450 1570 458 1590 460 1730 462 1745 468 1765 GR 469.2 1770 470 2100 ET 8.1 1321 1649 X1 18150 19 1480 1550 160 180 170 GR 470 1000 470 1030 470 1045 470 1050 465.71 1050 GR 464 1080 462 1120 460 1145 458 1220 458 1255 GR 458 1480 450 1495 446.6 1510 450 1530 460 1550 GR 460 1595 460 1660 469.7 1685 470 1810 ET 8.1 1340 1650 X1 18210 18 1490 1545 60 65 60 GR 470 1000 470 1030 470 1045 470 1050 465.71 1050 GR 464 1085 462 1130 460 1150 458 1240 458 1490 GR 450 1510 446.8 1525 450 1535 460 1545 460 1605 GR 460 1650 469.85 1680 470 1730 I 13NOV92 13:32:55 PAGE 5 ET 8.1 1315 1598 X1 18240 16 1480 1553 30 30 30 GR 470 1000 470 1035 470 1042 467.07 1042 466 1050 GR 464 1090 462 1140 460 1155 460 1480 450 1520 GR 446.9 1530 450 1540 460 1553 460 1610 469.9 1680 GR 470 1700 ET 8.1 1415 1670 X1 18320 16 1510 1580 80 80 80 GR 470 1000 470 1040 470 1052 467.09 1052 466 1062 GR 464 1105 462 1150 460 1195 460 1450 460 1510 GR 450 1535 447.1 1542 450 1560 460 1580 460 1670 GR 470 1690 ET 8.1 1393 1583 X1 18450 19 1465 1530 120 160 130 GR 470 1000 470 1055 470 1065 467.20 1065 466 1080 GR 464 1130 462 1170 460 1240 460 1385 460 1465 GR 450 1480 447.5 1490 450 1510 460 1530 462 1675 GR 464 1700 466 1730 468 1770 470 1780 ET 8.1 4895 5060 PROFILE SECTION K - SURVEY SECTION 11 LAND DEVELOPEMENT FILL ON LEFT OVERBANK X1 18500 42 4930 5025 50 50 50 GR 487.2 4050 484.5 4100 482.3 4150 479.3 4200 476.7 4250 GR 474.3 4300 472.4 4350 470.8 4400 470.0 4450 470.0 4500 GR 470.0 4550 470.0 4553 465.99 4553 464.3 4600 463.7 4650 GR 463.2 4700 462.2 4750 462.3 4800 462.3 4850 461.6 4900 GR 461.6 4910 461.8 4920 462 4930 458.5 4946 454.5 4960 GR 450 4970 447.6 4983 448.5 4990 451.5 5000 459.5 5020 GR 461 5025 461.5 5050 462.4 5100 462.3 5150 465.8 5200 GR 468.5 5250 472.8 5280 472.9 5290 470.6 5298 475.12 5350 GR 475.9 5380 479.3 5440 NC .028 .3 .5 ET 8.11 1546.85 1646.85 X1 18514 34 1513 1680.7 14 14 14 GR 476.9 1000 472.9 1007 472.5 1057 471.1 1107 470.9 1157 GR 470.6 1183 470.5 1255 463.3 1255 463.3 1258 470.6 1258 GR 470.8 1407 472.2 1457 472.5 1501 472.34 1513 467.09 1513 GR 458.91 1540.7 458.56 1558.4 455.81 1565.65 454.86 1568.15 448.68 1584.45 GR 449.1 1596.95 449.04 1610.80 455.98 1625.55 457.16 1628.05 458.15 1630.15 GR 458.50 1652.3 468.48 1680.7 473.65 1680.7 473.8 1698 473.8 1757 GR 473.5 1807 473.6 1857 473.6 1898 473.3 1907 l 1 l I 1 1 1 1 f l 1 1 1 1 13NOV92 13:32:55 PAGE 6 ET 8.11 1546.85 1646.85 PROFILE SECTION L - SURVEY SECTION 12 AS -BUILT BRIDGE - UPDATE ON OCTOBER 1987 MOORE ROAD - DOWNSTREAM SIDE X1 18515 38 1513 1680.7 1 1 1 ST -21 1000 476.9 0 1007 472.9 0 1057 472.5 0 ST 1107 471.1 0 1157 470.9 0 1183 470.6 0 BT 1255 470.5 467.3 1258 470.6 467.3 1407 470.8 0 ST 1457 472.2 0 1501 472.5 0 1513 472.34 468.34 BT 1565.65 473.32 469.32 1625.55 473.76 469.76 1680.7 473.65 469.65 BT 1698 473.8 0 1757 473.8 0 1807 473.5 0 BT 1857 473.6 0 1898 473.6 0 1907 473.3 0 GR 476.9 1000 472.9 1007 472.5 1057 471.1 1107 470.9 1157 GR 470.6 1183 470.5 1255 463.3 1255 463.3 1258 470.6 1258 GR 470.8 1407 472.2 1457 472.5 1501 472.34 1513 467.09 1513 GR 458.91 1540.7 458.56 1558.4 455.81 1565.65 469.32 1565.65 469.32 1568.15 GR 454.86 1568.15 448.68 1584.45 449.1 1596.95 449.04 1610.80 455.98 1625.55 GR 469.76 1625.55 469.76 1628.05 457.16 1628.05 458.15 1630.15 458.50 1652.3 GR 468.48 1680.7 473.65 1680.7 473.8 1698 473.8 1757 473.5 1807 GR 473.6 1857 473.6 1898 473.3 1907 ET 8.11 1546.32 1646.32 MOORE ROAD - UPSTREAM SIDE X1 18565 38 1513 1679.65 50 50 50 BT -21 1000 476.9 0 1007 472.9 0 1057 472.5 0 BT 1107 471.1 0 1157 470.9 0 1183 470.6 0 BT 1255 470.5 467.3 1258 470.6 467.3 1407 470.8 0 BT 1457 472.2 0 1501 472.5 0 1513 472.66 468.66 BT 1565.2 473.3 469.3 1624.92 473.84 469.84 1679.65 473.32 469.32 ST 1698 473.8 0 1757 473.8 0 1807 473.5 0 BT 1857 473.6 0 1898 473.6 0 1907 473.3 0 GR 476.9 1000 472.9 1007 472.5 1057 471.1 1107 470.9 1157 GR 470.6 1183 470.5 1255 463.3 1255 463.3 1258 470.6 1258 GR 470.8 1407 472.2 1457 472.5 1501 472.66 1513 467.39 1513 GR 458.73 1540.15 458.47 1557.95 455.6 1565.2 469.3 1565.2 469.3 1567.7 GR 454.61 1567.7 448.49 1583.15 449.1 1595.65 448.69 1610.4 455.94 1624.92 GR 469.84 1624.92 469.84 1627.42 457.19 1627.42 458.24 1629.5 458.57 1651.3 GR 468.15 1679.65 473.32 1679.65 473.8 1698 473.8 1757 473.5 1807 GR 473.6 1857 473.6 1898 473.3 1907 ET 8.11 1550.73 1640.73 X1 18566 33 1540.15 1651.3 1 1 1 GR 476.9 1000 472.9 1007 472.5 1057 471.10 1107 470.9 1157 GR 470.6 1183 470.5 1255 463.3 1255 463.3 1258 470.6 1258 GR 470.8 1407 472.2 1457 472.5 1501 472.66 1513 467.39 1513 GR 458.73 1540.15 458.47 1557.95 455.60 1565.20 454.61 1567.70 448.49 1583.15 GR 449.1 1595.65 448.69 1610.4 455.94 1624.92 457.19 1627.42 458.24 1629.50 GR 458.57 1651.3 468.15 1679.65 473.32 1679.65 473.80 1698 473.8 1757 GR 473.5 1807 473.6 1857 476.6 1898 1 1 1 1 13NOV92 13:32:55 PAGE 7 NC .05 ET 8.1 1300 1550 X1 18600 19 1350 1500 34 34 34 GR 476.3 1000 470.5 1050 464.5 1100 462 1150 462 1200 GR 461.4 1250 460.5 1300 459.7 1350 458.3 1390 447.7 1406 GR 447.4 1428 457.6 1444 461 1500 462.7 1550 464 1600 GR 466.5 1650 469.3 1695 473.4 1741 473.5 1750 ET 8.1 1295 1555 X1 18615 19 1350 1500 15 15 15 GR 476.3 1000 470.5 1050 464.5 1100 462 1150 462 1200 GR 461.4 1250 460.5 1300 459.7 1350 458.3 1390 447.7 1406 GR 447.4 1428 457.6 1444 461 1500 462.7 1550 464 1600 GR 466.5 1650 469.3 1695 473.4 1741 473.5 1750 ET 8.1 16 %.5 1976.5 X1 18650 32 1805 1868 35 35 35 .7 GR 482.6 1100 478.3 1200 469.2 1300 465.2 1372 463.3 1376 GR 467.3 1384 466.8 1400 466.5 1416 463.4 1434 463.6 1500 GR 462.3 1600 461.6 1700 462.4 1805 447.5 1830 446.8 1841 GR 448.1 1853 462.0 1868 462.3 1900 463.1 2000 467.3 2100 GR 472.3 2133 473.2 2134 472.7 2140 470.7 2157 475.6 2185 GR 476.4 2200 477.0 2250 478.2 2263 478.6 2284 477.7 2300 GR 476.2 2321 478.3 2349 QT 6 7500 10500 11800 15100 16500 11800 NC 0.090 0.090 0.050 0.1 0.3 ET 8.1 335 625 X1 0.1 20. 465. 560. 330. 275. 510. GR 478. 0. 476. 10. 474. 25. 472. 35. 470. 65. GR 468. 80. 466. 100. 464. 120. 464. 465. 460. 480. GR 450. 500. 449. 510. 449. 520. 450. 530. 460. 550. GR 462. 560. 464. 625. 466. 655. 470. 695. 471. 715. ET 8.1 172.5 522.5 X1 0.2 20. 310. 385. 290. 265. 390. GR 478. 0. 476. 35. 474. 50. 472. 80. 470. 105. GR 468. 145. 466. 240. 464. 310. 460. 320. 450.2 330. GR 450.2 340. 460. 355. 462. 365. 464. 385. 466. 725. GR 468. 760. 470. 780. 472. 785. 474. 802. 475. 810. ET 8.1 158.5 528.5 X1 0.3 16. 315. 372. 410. 280. 450. GR 476. 0. 474. 10. 472. 35. 470. 50. 468. 100. GR 466. 185. 464. 315. 460. 330. 451. 340. 451. 350. GR 460. 362. 464. 372. 464. 475. 468. 610. 470. 622. GR 476. 645. 13NOV92 13:32:55 PAGE 8 ET 8.1 1225 1595 X1 20540 19 1497 1590 370 350 540 GR 480. 1020. 478. 1052. 476. 1074. 474. 1100. 472. 1134. GR 470. 1160. 468. 1192. 466. 1230. 466. 1385. 466. 1497. GR 460. 1515. 452.8 1529. 452.6 1552. 460. 1575. 466. 1590. GR 470. 1600. 478. 1622. 480. 1628. 480.5 1653. QT 6 7500 10500 11800 15100 16100 11800 ET 8.1 225 575 X1 0.5 19. 450. 582. 315. 415. 435. GR 484. 0. 482. 25. 480. 55. 478. 80. 476. 102. GR 474. 128. 472. 146. 470. 1 %. 468. 250. 460. 450. GR 454. 475. 454. 490. 460. 524. 470. 582. 472. 600. GR 474. 620. 480. 650. 482. 665. 484. 680. ET 8.1 205 455 X1 0.6 12.0 370. 455. 380. 360. 390. GR 480. 0. 474. 60. 472. 105. 470. 140. 470. 370. GR 460. 395. 455. 405. 455. 415. 460. 435. 470. 455. GR 474. 545. 480. 555. ET 8.1 1122.5 1322.5 X1 21690 19 1190 1255 180 300 325 GR 482 1000 480 1020 478 1055 476 1080 474 1105 GR 472 1150 470 1190 460 1200 456 1205 455.9 1210 GR 456.0 1220 460 1230 470 1255 472 1395 474 1495 GR 476 1530 478 1555 480 1580 482 1610 NH 5. .08 76. .045 146. .065 295. .035 295.1 .065 NH 445. QT 6 7500 10500 11800 15100 16000 11800 ET 8.1 32 212 X1 1.0 19. 76. 146. 510. 500. 530. GR 480. 0. 478. 9. 476. 12. 474. 22. 472. 65. GR 470. 76. 460. 83. 457. 90. 455.5 93. 456.1 %. GR 460. 112. 470. 146. 472. 178. 474. 283. 474.5 295. GR 479.75 295.1 479.75 385. 482. 400. 484. 445. QT 6 7500 10500 11800 15100 16000 11800 NH 5. .08 1397. .045 1447. .065 1473. .035 1473.1 .065 NH 2000 ET 8.1 1260 1460 X1 22600 17 1397 1447 370 350 380 GR 487.7 1000 485.2 1100 478.6 1200 474.3 1233 472.4 1300 GR 473.0 1397 458.6 1412 459.0 1425 461.5 1435 474.7 1447 GR 475.2 1473 481.62 1473.1 481.62 1640 485.1 1700 490.2 1800 GR 497.3 1900 502.2 2000 i 1 1 i l 1 t l 1 13NOV92 13:32:55 50. 480. 66. 472. NC .08 .065 .045 167. 472. 173. ET 304.4 8.1 1041 1391 X1 2.0 19. 108. 173. 510. 540. GR 487. 0. 486. 18. 484. 33. GR 478. 78. 476. 95. 474. 108. GR 460. 135. 459.6 147. 460. 155. GR 474. 188. 476. 225. 477.2 266. ET 337.1 492. 490. 315.1 X1 23900 12 1215 1385 750 590 GR 488 1000 482 1025 480 1075 GR 463 1345 463 1355 470 1370 GR 488 1405 490 1440 11800 NH 5. .08 146. .045 271. .065 BT 490. 486. 52. 484. ET 468. 133. 465.9 148. 482. 300. X1 3.0 19.0 146. 271. 310. 450. GR 489. 0. 488. 4. 486. 14. GR 480. 120. 475. 146. 470. 172. GR 470. 215. 475. 271. 480. 326. GR 488.05 391. 488.05 418. 490. 462. NH 4. .08 190. .05 315. .035 ET 334. 492. 365. X1 4.0 19. 190. 315. 350. 540. GR 491. 0. 490. 32. 488. 48. GR 482. 168. 480. 190. 470. 218. GR 470. 255. 480. 315. 485.87 315.1 GR 488. 550. 490. 586. 492. 635. OT 6 7500 10500 11800 15100 15500 NC .08 .065 .050 ET X1 5.0 18. 98. 208. 130. 160. GR 491. 0. 490. 25. 488. 40. GR 482. 82. 480. 98. 470. 113. GR 465.9 158. 470. 172. 480. 208. GR 485.5 395. 490. 416. 490. 535. ET X1 24930 20 1312 1390 170 150 GR 494 1000 492 1025 490 1130 GR 484 1160 482 1180 480 1200 GR 466.4 1355 466.4 1365 470 1375 GR 485.0 1415 486 1425 489 1435 ET X1 6.0 16. 184. 263. 50. 95. GR 491. 0. 490. 35. 484. 65. GR 476. 184. 470. 205. 466.8 215. GR 476. 263. 483. 275. 485.0 320. GR 493. 380. 1 1 1 1 l 1 PAGE 9 8.1 66 246 570. 482. 50. 480. 66. 472. 113. 470. 118. 470. 167. 472. 173. 490. 304.4 8.1 1041 1391 730 478 1215 470 1325 480 1385 486 1395 337. .035 337.1 .065 8.1 79 299 465. 484. 42. 482. 62. 463.8 182. 463.8 194. 481.0 337. 488.05 337.1 492. 490. 315.1 .065 665. 8.1 114 314 560. 486. 75. 484. 125. 464.84 230. 464.84 238. 485.87 450. 485.87 525. 494. 665. 11800 8.1 65 275 145. 486. 52. 484. 78. 468. 133. 465.9 148. 482. 300. 484. 355. 8.1 1170 1400 220 488 1140 486 1150 472 1312 470 1340 480 1390 484 1400 491 1454 492 1580 8.1 100 280 90. 482. 90. 480. 170. 466.8 225. 470. 245. 490. 334. 492. 365. 1 1 1 1 1 I 1 1 1 1 l l 1 1 1 1 1 1 1 13NOV92 13:32:55 PAGE 10 NC 0.080 0.060 0.045 ET 8.1 1537 1627 X1 25085 19 1537 1627 45 85 80 GR 490 1417 488 1425 486 1437 484 1445 483 1500 GR 480.7 1537 472 1560 467.3 1564 467.1 1572 467.2 1585 GR 478.4 1593 479.0 1607 480.6 1627 483.0 1658 488 1688 GR 490 1706 490 1706 490 1706 490 1708 ET 8.1 1534 1623 X1 25135 20 1534 1623 40 60 50 GR 492 1325 490 1417 488 1427 486 1437 484 1445 GR 481.8 1500 481.4 1534 473.5 1556 467.1 1559 467 1570 GR 467.1 1584 478.5 1593 479.0 1605 480.5 1623 484.0 1650 GR 488 1671 489 1678 489 1678 489 1678 490 1700 ET 8.1 1100.5 1205.5 X1 25185 23 1120 1200 50 40 50 GR 494 910 492 1000 490 1010 488 1030 486 1038 GR 484 1050 482 1070 480 1080 478 1120 467.7 1135.8 GR 467.6 1140 469 1166 470 1168 480 1176 482.2 1200 GR 483 1210 485 1226 488 1238 489 1250 490.0 1274 GR 491 1300 492 1312 493 1324 ET 8.1 1072.65 1172.65 X1 25235 22 1079.3 1166 50 50 50 GR 494 920 492 1000 490 1010 488 1020 486 1030 GR 484 1040 482 1060 480.5 1079.3 477.9 1082.3 467.9 1094.4 GR 467.9 1106.3 469 1145 475 1156 480 1166 481 1178 GR 482 11% 485 1216 487 1225 488.0 1230 489 1240 GR 490 1265 491 1330 ET 8.1 1044.65 1154.65 X1 25280 18 1046.3 1153 55 25 45 GR 494 920 492 1000 490 1010 488 1035 486 1040 GR 484 1043.3 482.2 1046.3 468.2 1061.7 467.4 1069.3 469 1130 GR 475 1141 480 1151 481 1153 483 1172 489 1206 GR 490 1215 491 1230 494 1239 ET 8.1 1033 1163 X1 25325 21 1023 1163 50 30 45 GR 494 910 491.8 1000 487 1023 485 1027 480 1037 GR 475 1042 470 1050 467.8 1055.2 467.9 1070 467.3 1079.6 GR 468.5 1086.8 469 1129 470 1131 475 1140 480 1149 GR 481 1152 485 1163 490 1190 491 1190 491 1190 GR 494 1212 494 1215 ET 8.1 1026 1156 X1 25375 19 1000 1182 50 50 50 GR 494 880 491.3 1000 487 1017 485 1020 480 1030 GR 475 1038 470 1047 468 1050 468.4 1118 467.9 1121.7 GR 469 1125 470 1127 475 1136 480 1146 481 1148 GR 482 1165 485 1171 490 1182 494 1191 1 1 1 1 13NOV92 13:32:55 PAGE 11 ET 8.1 1127.5 1277.5 X1 25421 11 1100 1305 84 10 46 GR 495 1000 495 1100 489.43 1100 468.5 1147 468 1190 GR 468.5 1235 481.62 1263 482 1282 491.75 1305 495 1305 GR 495 1400 NC .080 .080 .028 .3 .5 ET 8.11 1127.5 1277.5 X1 25422 18 1100 1305 1 1 1 BT -4 1100 495 490.33 1170 495 490.57 1235 495 490.47 BT 1305 495 491.75 GR 495 1000 495 1100 489.43 1100 468.5 1147 468.3 1167.5 GR 490.57 1167.5 490.57 1170 468.2 1170 468 1190 468.5 1235 GR 490.47 1235 490.47 1237.5 469.75 1237.5 481.62 1263 482 1282 GR 491.75 1305 495 1305 495 1400 ET 8.11 1127.5 1277.5 X1 25542 18 1100 1305 120 120 120 BT -4 1100 495 490.03 1170 495 490.32 1235 495 490.57 BT 1305 495 491.75 GR 495 1000 495 1100 489.40 1100 469.20 1147 469.0 1167.5 GR 490.32 1167.5 490.32 1170 468.9 1170 468.7 1190 469.2 1235 GR 490.57 1235 490.57 1237.5 470.45 1237.5 481.62 1263 482 1282 GR 491.75 1305 495 1305 495 1400 ET 8.11 1127.5 1277.5 X1 25543 11 1100 1305 1 1 1 GR 495 1000 495 1100 489.40 1100 469.20 1147 468.7 1190 GR 469.2 1235 481.62 1263 482 1282 491.75 1305 495 1305 GR 495 1400 NC .045 ET 8.1 1002.5 1172.5 X1 25568 18 1020 1155 5 75 25 GR 495 1000 490 1010 485 1020 480 1030 475 1040 GR 470 1050 468.9 1070 469 1076 469 1083 470 1119 GR 475 1128 480 1136 481 1138 482 1149 485 1155 GR 486 1158 490 1200 492 1310 NC .1 .3 ET 8.1 1001.5 1171.5 X1 25618 16 1022 1151 20 50 50 GR 495 1000 490 1012 485 1022 480 1032 475 1042 GR 470 1052 469.5 1060 470 1117 475 1126 480 1134 GR 481 1136 482 1144 485 1151 486 1154 490 1225 GR 492 1270 ET 8.1 1014.5 1204.5 X1 25668 27 1034 1185 55 50 50 GR 495 1000 490 1022 485 1030 485 1034 484 1039 GR 483 1050 482 1060 481 1066 480 1071 479 1075 GR 478 1078 477 1080 476 1082 475 1084 470 1094 GR 469.1 1096 469.4 1104 469.1 1114 470 1154 475 1162 1 1 1 i 13NOV92 13:32:55 PAGE 12 GR 480 1170 481 1172 482 1177 485 1185 486 1188 GR 490 1270 492 1295 ET 8.1 1208 1388 X1 25714 17 1210 1386 70 40 46 GR 494 930 492 1000 490 1160 488 1180 486 1210 GR 484.2 1235 484 1240 481 1252 480 1293 470 1306 GR 470 1351 475 1359 480 1367 485 1380 486 1386 GR 490 1488 492 1498 ET 8.1 1126.5 1306.5 X1 25754 27 1154 1279 45 30 40 GR 490 1000 485 1112 480 1123 480 1136 481 1141 GR 481 1154 480 1160 479 1166 478 1171 477 1173 GR 470 1183 469.1 1201 469.2 1209 470 1214 480 1230 GR 480 1242 479 1245 478 1249 477 1256 477 1268 GR 478 1273 479 1275 480 1277 481 1279 482 1281 GR 486 1288 490 1450 NC .045 QT 6 7600 10600 11900 15100 14500 11900 ET 8.1 1158 1378 X1 25820 19 1245 1291 55 72 66 GR 490.4 1000 484 1165 483.8 1182 480 1245 470 1255 GR 469.3 1258 468.4 1275 481 1291 481 1376 480 1419 GR 480 1464 486 1485 486.33 1490 495 1490 495 1500 GR 495 1525 495 1555 495 1570 495 1585 ET 8.1 1045 1239.14 X1 26170 18 1045 1090 450 230 350 GR 491.8 1000 480 1045 470.2 1065 470.2 1080 485 1090 GR 484 1120 483 1160 482 1185 481 1200 481 1225 GR 482 1240 483 1255 488 1275 495 1275 495 1385 GR 495 1405 495 1430 495 1450 ET 8.1 1040 1140 X1 26550 19 1040 1140 380 350 380 GR 493.5 1000 492.6 1010 485.6 1020 485 1040 480 1065 GR 471.1 1080 471.1 1095 475 1100 480 1115 483 1125 GR 486 1140 487 1150 488 1180 495 1180 495 1215 GR 495 1255 495 1300 495 1345 495 1390 NC .07 .075 .045 ET 8.1 1733 1843 X1 26880 25 1750 1826 360 300 330 GR 508.1 1000 508.4 1100 508.1 1200 508.5 1300 508.8 1400 GR 508.6 1500 507.4 1508 507.2 1528 504.1 1600 501.8 1628 GR 493.5 1700 484.8 1750 473.0 1762 472.9 1777 479.0 1800 GR 486.7 1826 489.3 1880 495.0 1880 495.0 1900 495.0 2000 GR 495.0 2100 495.0 2200 497.2 2300 500.2 2400 504.1 2500 1 1 1 i 1 I I I 1 1 1 1 1 I 1 l 1 ] 1 13NOV92 13:32:55 PAGE 13 NC .065 .07 .045 QT 6 6700 9400 10500 13400 11300 10500 ET 8.1 1000 1125.5 X1 27050 14 1023 1078 185 110 165 GR 493.3 1000 487 1023 473 1024 473 1045 480.3 1050 GR 486.9 1078 487.3 1104 487.6 1116 489.9 1164 490.2 1180 GR 495 1180 495.0 1264 495 1354 495.0 1464 ET 8.1 1585 2000 X1 27400 32 1926 1992 360 300 420 GR 509.5 1000 506.7 1100 503.0 1200 498.8 1300 497.0 1400 GR 495.1 1422 492.3 1443 491.4 1500 489.0 1600 491.5 1700 GR 491.6 1713 492.2 1731 492.0 1746 493.3 1800 493.0 1900 GR 493.2 1926 476.6 1955 474.6 1960 473.9 1 %5 474.4 1970 GR 477.7 1978 479.3 1988 487.4 1992 489.2 2000 495.2 2026 GR 499.1 2100 499.0 2200 502.2 2300 504.8 2400 506.2 2500 GR 506.8 2600 508.4 2700 NC .3 .5 ET 8.11 1960.5 2067.5 X1 27540 32 1950 2078 140 140 140 X3 10 495 498.5 GR 509.7 1000 506.7 1100 503.0 1200 499.2 1300 4 96.1 1400 GR 494.0 1500 492.7 1600 492.7 1700 492.9 1731 493.9 1800 GR 4 96.0 1900 4 96.4 1918 4 96.8 1950 491.7 1950 486.1 1990 GR 484.3 1992 480.6 1994 477.8 2002 475.0 2020 475.4 2027 GR 480.9 2034 481.9 2036 498.2 2063 498.5 2078 499.4 2078 GR 500.2 2108 501.4 2200 502.8 2300 504.3 2400 505.7 2500 GR 506.8 2600 506.5 2700 ET 8.11 1960.5 2067.5 SB 1.05 2.342 2.5 17 4 1279.15 3 480.2 480 X1 27570 30 30 30 .2 X2 1 498.5 4 96.8 X3 10 495.2 498.7 BT 2 1950 4 96.8 495.0 2078 499.4 498.5 NC .065 .070 .045 .1 .3 ET 8.1 1548.04 1992 X1 27620 32 1926 1992 50 50 50 1.6 GR 509.5 1000 506.7 1100 503.0 1200 498.8 1300 497.0 1400 GR 495.1 1422 492.3 1443 491.4 1500 489.0 1600 491.5 1700 GR 491.6 1713 492.2 1731 492.0 1746 493.3 1800 493.0 1900 GR 493.2 1926 476.6 1955 474.6 1960 473.9 1 965 474.4 1970 GR 477.7 1978 479.3 1988 487.4 1992 489.2 2000 495.2 2026 GR 499.1 2100 499.0 2200 502.2 2300 504.8 2400 506.2 2500 GR 506.8 2600 508.4 2700 1 I 1 I 13NOV92 13:32:55 PAGE 14 NC .065 .065 .045 .1 .3 ET -0.1 1700 510.0 X1 30130 20 2180 2222 1600 GR 512.8 1500 513.0 1600 512.1 GR 501.8 2000 500.8 2066 495.7 GR 483.8 2207 484.8 2212 502.0 GR 510.9 2500 511.4 2600 512.2 NC 515.8 1400 1700 .3 .5 ET 1900 2138 510.2 2138 503.9 X1 30189 42 2138 2263 59 GR 517.3 1000 516.9 1100 516.5 GR 515.3 1500 515.0 1600 514.6 GR 513.4 2000 513.2 2100 513.3 GR 502.0 2154 494.1 2166 494.1 GR 491.5 2181 487.2 2194 487.2 GR 487.1 2221 487.1 2222 494.5 GR 500.2 2249 507.2 2260 510.4 GR 514.0 2500 514.4 2600 514.5 GR 515.4 3000 515.6 3100 510.4 ET 2173 491.5 2180 510.4 2180 X1 30190 58 2138 2263 1 BT 2 2138 513.3 510.2 2263 GR 517.3 1000 516.9 1100 516.5 GR 515.3 1500 515.0 1600 514.6 GR 513.4 2000 513.2 2100 513.3 GR 510.4 2153 510.4 2154 502.0 GR 510.4 2167 494.1 2167 492.5 GR 510.4 2181 491.5 2181 487.2 GR 487.2 2195 486.8 2207 510.4 GR 487.1 2221 510.4 2221 510.4 GR 510.4 2234 510.4 2235 494.5 GR 510.4 2249 500.2 2249 507.2 GR 513.7 2400 514.0 2500 514.4 GR 515.1 2900 515.4 3000 515.6 ET 2234 494.5 2235 500.2 2248 X1 30200 2263 513.7 2400 10 X2 2800 515.1 2900 ET X1 30201 42 2138 2263 1 GR 517.3 1000 516.9 1100 516.5 GR 515.3 1500 515.0 1600 514.6 GR 513.4 2000 513.2 2100 513.3 GR 502.0 2154 494.1 2166 494.1 GR 491.5 2181 487.2 2194 487.2 GR 487.1 2221 487.1 2222 494.5 GR 500.2 2249 507.2 2260 510.4 GR 514.0 2500 514.4 2600 514.5 GR 515.4 3000 515.6 3100 8.1 2094.92 2222 2000 2510 -0.1 1700 510.0 1800 506.3 1900 2100 492.4 2180 484.5 2200 2222 504.4 2300 507.1 2400 2700 512.5 2800 513.1 2900 8.1 2155.5 2245.5 59 59 1200 516.2 1300 515.8 1400 1700 514.2 1800 513.7 1900 2138 510.2 2138 503.9 2153 2167 492.5 2173 491.5 2180 2195 486.8 2207 486.8 2208 2234 494.5 2235 500.2 2248 2263 513.4 2263 513.7 2400 2700 514.7 2800 515.1 2900 8.11 2155.5 2245.5 1 1 513.4 510.4 1200 516.2 1300 515.8 1400 1700 514.2 1800 513.7 1900 2138 510.2 2138 503.9 2153 2154 494.1 2166 510.4 2166 2173 491.5 2180 510.4 2180 2194 510.4 2194 510.4 2195 2207 510.4 2208 486.8 2208 2222 487.1 2222 494.5 2234 2235 500.2 2248 510.4 2248 2260 510.4 2263 513.4 2263 2600 514.5 2700 514.7 2800 3100 8.11 2155.5 2245.5 10 10 1 8.1 2155.5 2245.5 1 1 1200 516.2 1300 515.8 1400 1700 514.2 1800 513.7 1900 2138 510.2 2138 503.9 2153 2167 492.5 2173 491.5 2180 2195 486.8 2207 486.8 2208 2234 494.5 2235 500.2 2248 2263 513.4 2263 513.7 2400 2700 514.7 2800 515.1 2900 1 1 1 1 1 1 ) 1 1 ) 1 l 1 l 1 1 l 1 l 13NOV92 13:32:55 PAGE 15 NC .1 .3 ET 8.1 2066.95 2222 X1 30250 20 2180 2222 49 49 49 GR 512.8 1500 513.0 1600 512.1 1700 510.0 1800 506.3 1900 GR 501.8 2000 500.8 2066 495.7 2100 492.4 2180 484.5 2200 GR 483.8 2207 484.8 2212 502.0 2222 504.4 2300 507.1 2400 GR 510.9 2500 511.4 2600 512.2 2700 512.5 2800 513.1 2900 ET 8.1 1734.4 1920 X1 31310 19 1863 1920 750 500 1060 -0.4 GR 515.3 1000 515.3 1100 512.0 1200 507.5 1400 506.5 1500 GR 504.7 1600 504.7 1700 501.8 1766 497.3 1800 491.1 1863 GR 488.2 1869 488.3 1876 509.6 1920 511.4 2000 513.2 2100 GR 514.8 2200 515.8 2300 516.4 2400 516.8 2500 1 I 1 1 I 1 1 I 13NOV92 13:32:55 .04 460.50 11000.0 .0 SECNO DEPTH CWSEL CRIWS WSELK EG Q QLOB QCH QROB ALOB ACH TIME VLOB VCH VROB XNL XNCH SLOPE XLOBL XLCH XLOBR ITRIAL IDC *PROF 1 .00 147.00 1272.00 I 1 I 1 1 HV HL OLOSS L -BANK ELEV AROB VOL TWA R -BANK ELEV XNR WTN ELMIN SSTA ICONT CORAR TOPWID ENDST CCHV= .100 CEHV= .300 *SECNO 15350.000 ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** THIS MODEL IS BASED ON C. ANDERSON ENGRS. MODEL GRPRET FOR THE DENTON TAP RD. BRIDGE REPLACEMENT AND THE NEW MOORE ROAD BRIDGE FOR CITY OF COPPELL MASTER DRAINAGE PLAN. IT IS AN UPDATE OF THE EXIST. 1979 FIS WITH 1986 EXIST. PROJECTS AND THE PROP. DENTON TAP RD. BRIDGE INCLUDED AS WELL AS SUPPLEMENTAL CROSS SECTIONS ADDED FROM TOPO MAPS. THE MODEL WILL BE USED AS THE BASE MODEL TO STUDY THE PROP. CREEKVIEW ADDITION & DENTON TAP RD. AND THE ST.L&SW RR. ON THE NORTHEAST CORNER. NATHAN D. MAIER ENGRS FURNISHED CROSS SECTIONS 0. 1, 0. 2, 0.3,0.5,1.0,2.0,3.0,4.0,5.0,AND 6.0 TAKEN FROM CITY OF COPPELL MAPS TO ANDERSON ENGINEERS TO MODEL EXISTING CONDITIONS AT THE CREEK VIEW SITE. DLJ & BDH 11/10/87 AS BUILT CONDITIONS PER FIELD SURVEY JUNE 1992 ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** PROFILE SECTION G - SURVEY SECTION 7 15350.000 16.56 457.86 .00 457.86 458.56 .70 .00 .00 454.80 11000.0 386.0 6422.4 4191.7 165.1 760.2 1464.4 .0 .0 454.60 .00 2.34 8.45 2.86 .070 .050 .070 .000 441.30 1460.93 .003336 1200. 1180. 1300. 0 0 0 .00 619.07 2080.00 CCHV= .300 CEHV= .500 *SECNO 15440.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.50 3495 OVERBANK AREA ASSUMED NON- EFFECTIVE, ELLEA= 458.90 ELREA- 459.00 BELT LINE ROAD - DOWNSTREAM SIDE PROFILE SECTION H - SURVEY SECTION 8 BELTLINE ROAD 15440.000 18.65 458.35 .00 .00 458.90 .55 .30 .04 460.50 11000.0 .0 11000.0 .0 .0 1845.6 .0 8.6 2.2 460.50 .01 .00 5.96 .00 .000 .050 .000 .000 439.70 1125.00 .001491 25. 90. 350. 2 0 0 .00 147.00 1272.00 1 7 PAGE 16 1 I I I i I 1 I 1 I 1 1 I 1 1 I 1 I I 13NOV92 13:32:55 PAGE 17 SECMO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST SPECIAL BRIDGE SB XK XKOR COFQ RDLEN BWC BWP BAREA SS ELCHU ELCHD 1.05 2.41 2.50 .00 57.00 6.00 1846.80 2.37 440.04 440.04 *SECNO 15470.000 CLASS A LOW FLOW 3420 BRIDGE W.S.= 458.27 BRIDGE VELOCITY= 6.40 CALCULATED CHANNEL AREA= 1718. EGPRS EGLWC H3 QWEIR QLOW BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA .00 458.95 .05 0. 11000. 1847. 1820. 459.00 460.50 0. 3495 OVERBANK AREA ASSUMED NON- EFFECTIVE, ELLEA= 458.90 ELREA= 459.00 15470.000 18.70 458.40 .00 .00 458.95 .55 .05 .00 460.50 11000.0 .0 11000.0 .0 .0 1853.3 .0 9.9 2.3 460.50 .01 .00 5.94 .00 .000 .050 .000 .000 439.70 1125.00 .001472 30. 30. 30. 0 0 0 .00 147.00 1272.00 *SECNO 15520.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .66 15520.000 17.00 458.30 .00 .00 459.26 .96 .11 .21 453.60 11000.0 720.8 8736.1 1543.1 331.5 997.7 797.9 12.2 2.8 455.60 .01 2.17 8.76 1.93 .070 .050 .070 .000 441.30 1270.98 .003358 50. 50. 50. 2 0 0 .00 656.50 2042.43 *SECNO 15600.000 3495 OVERBANK AREA ASSUMED NON- EFFECTIVE, ELLEA= 459.40 ELREA= 459.40 ST LOUIS 6 SOUTHWESTERN RAILROAD - DOWNSTREAM SIDE PROFILE SECTION I - SURVEY SECTION 9 ST. LOUIS SOUTHWESTERN R.R. I 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 13NOV92 13:32:55 PAGE 18 15600.000 17.18 458.78 .00 .00 459.54 .75 .21 .06 462.70 11000.0 .0 11000.0 .0 .0 1579.5 .0 15.7 3.5 461.70 .01 .00 6.96 .00 .000 .050 .000 .000 441.60 1321.00 .002178 50. 80. 100. 2 0 0 .00 129.00 1450.00 SPECIAL BRIDGE SB XK XKOR COFQ RDLEN BWC BWP BAREA SS ELCHU ELCHD 1.05 2.47 2.50 .00 66.20 6.00 1589.35 1.85 442.40 442.40 *SECNO 15610.000 PRESSURE FLOW EGPRS EGLWC H3 QWEIR QPR BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA 460.62 459.61 .09 0. 11000. 1589. 1558. 459.40 461.70 0. 15610.000 18.40 460.00 .00 .00 460.62 .62 1.09 .00 462.70 11000.0 .0 11000.0 .0 .0 1736.7 .0 16.0 3.6 461.70 .01 .00 6.33 .00 .000 .050 .000 .000 441.60 1321.00 .001624 10. 10. 10. 2 0 0 .00 129.00 1450.00 *SECNO 15630.000 15630.000 18.37 460.07 .00 .00 460.66 .59 .03 .01 450.00 11000.0 807.1 9558.6 634.3 321.6 1464.0 233.0 16.9 3.7 450.00 .01 2.51 6.53 2.72 .070 .050 .070 .000 441.70 1051.74 .001306 30. 20. 10. 2 0 0 .00 198.68 1250.42 CCHV= .100 CEHV= .300 *SECNO 15640.000 15640.000 18.42 460.12 .00 .00 460.68 .56 .01 .00 450.00 11000.0 648.6 9582.2 769.2 258.0 1510.8 280.5 17.4 3.7 450.00 .01 2.51 6.34 2.74 .070 .050 .070 .000 441.70 1051.40 .001220 10. 10. 10. 2 0 0 .00 194.28 1245.68 *SECNO 15650.000 15650.000 18.43 460.13 .00 .00 460.69 .56 .01 .00 450.00 11000.0 649.8 9580.0 770.2 258.7 1512.0 281.0 17.8 3.7 450.00 .02 2.51 6.34 2.74 .070 .050 .070 .000 441.70 1051.34 .001216 10. 10. 10. 0 0 0 .00 194.42 1245.75 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 13NOV92 13:32:55 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECHO 15660.000 15660.000 18.31 460.01 .00 .00 460.76 .75 .01 .06 450.00 11000.0 554.5 9380.4 1065.1 191.4 1261.8 330.6 18.3 3.8 450.00 .02 2.90 7.43 3.22 .070 .050 .070 .000 441.70 1049.95 .001683 10. 10. 10. 2 0 0 .00 175.11 1225.06 CCHV= .100 CEHV= .300 *SECNO 15680.000 15680.000 18.57 460.30 .00 .00 460.82 .52 .03 .02 460.00 11000.0 .0 10999.9 .1 .2 1901.0 .3 19.1 3.9 460.00 .02 .25 5.79 .25 .070 .050 .070 .000 441.73 1050.94 .001804 20. 20. 15. 2 0 0 .00 190.78 1241.72 *SECNO 15730.000 15730.000 18.70 460.45 .00 .00 460.92 .46 .09 .01 460.00 11000.0 .2 10999.6 .2 .6 2013.6 .6 21.4 4.1 460.00 .02 .32 5.46 .32 .070 .050 .070 .000 441.75 1096.51 .001707 50. 50. 30. 2 0 0 .00 213.05 1309.57 CCHV= .100 CEHV= .300 *SECNO 16480.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.59 PROFILE SECTION J - SURVEY SECTION 10 LAND DEVELOPEMENT FILL ON LEFT OVERBANK UPSTREAM TO MOORE ROAD. 16480.000 18.85 461.55 .00 .00 461.70 .15 .75 .03 457.10 11000.0 1990.2 5038.2 3971.6 1212.7 1198.1 2285.8 77.6 12.1 457.20 .09 1.64 4.21 1.74 .070 .050 .070 .000 442.70 1390.00 .000674 830. 750. 650. 2 0 0 .00 744.56 2134.56 *SECNO 17600.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .56 17600.000 17.53 462.53 .00 .00 463.16 .62 1.31 .14 457.50 11800.0 3025.6 7546.8 1227.6 1290.9 973.8 626.0 172.3 30.4 459.50 .14 2.34 7.75 1.96 .070 .050 .070 .000 445.00 1140.00 .002497 1160. 1120. 1000. 2 0 0 .00 733.13 1873.13 1 1 PAGE 19 1 1 1 1 1 1 l l 1 1 1 1 1 1 l 1 13NOV92 13:32:55 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST * SECNO 17980.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.56 17980.000 17.54 463.64 .00 .00 463.84 .20 .64 .04 458.00 11800.0 2823.1 7696.9 1280.0 1381.1 1814.9 693.1 206.8 37.6 458.00 .18 2.04 4.24 1.85 .070 .050 .070 .000 446.10 1106.91 .001025 600. 380. 260. 2 0 0 .00 643.54 1750.45 * SECNO 18150.000 18150.000 17.15 463.75 .00 .00 464.11 .36 .22 .05 458.00 11800.0 5362.2 5519.2 918.6 1951.6 862.2 430.9 220.5 40.0 460.00 .19 2.75 6.40 2.13 .070 .050 .070 .000 446.60 1084.95 .001789 160. 170. 180. 2 0 0 .00 584.72 1669.67 * SECNO 18210.000 18210.000 17.06 463.86 .00 .00 464.23 .37 .12 .00 458.00 11800.0 6150.6 4620.9 1028.5 1998.9 672.4 428.1 224.9 40.8 460.00 .19 3.08 6.87 2.40 .070 .050 .070 .000 446.80 1088.13 .002204 60. 60. 65. 2 0 0 .00 573.63 1661.76 * SECNO 18240.000 18240.000 16.75 463.65 .00 .00 464.45 .80 .09 .13 460.00 11800.0 4133.5 6868.7 797.8 1262.0 762.8 255.6 226.7 41.2 460.00 .19 3.28 9.00 3.12 .070 .050 .070 .000 446.90 1098.62 .004431 30. 30. 30. 2 0 0 .00 537.23 1635.85 * SECNO 18320.000 18320.000 17.10 464.20 .00 .00 464.76 .56 .28 .02 460.00 11800.0 4372.5 6269.8 1157.7 1523.6 805.6 396.2 231.3 42.2 460.00 .20 2.87 7.78 2.92 .070 .050 .070 .000 447.10 1100.58 .002898 80. 80. 80. 2 0 0 .00 577.83 1678.41 * SECNO 18450.000 18450.000 17.04 464.54 .00 .00 465.15 .60 .37 .01 460.00 11800.0 3914.1 6478.1 1407.8 1334.7 807.6 554.0 239.4 43.9 460.00 .20 2.93 8.02 2.54 .070 .050 .070 .000 447.50 1116.49 .002839 120. 130. 160. 2 0 0 .00 591.61 1708.10 1 1 PAGE 20 1 1 1 1 13NOV92 13:32:55 PAGE 21 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTH ELKIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST * SECNO 18500.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .68 PROFILE SECTION K - SURVEY SECTION 11 LAND DEVELOPEMENT FILL ON LEFT OVERBANK 18500.000 16.60 464.20 .00 .00 465.58 1.38 .20 .23 462.00 11800.0 1251.3 9709.7 839.0 500.9 939.2 304.0 242.0 44.6 461.00 .21 2.50 10.34 2.76 .070 .050 .070 .000 447.60 4608.60 .006055 50. 50. 50. 3 0 0 .00 568.50 5177.10 CCHV= .300 CEHV= .500 * SECNO 18514.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.67 18514.000 15.50 464.18 .00 .00 465.69 1.50 .05 .06 472.34 11800.0 1.8 11798.2 .0 2.7 1200.0 .0 242.5 44.7 473.65 .21 .67 9.83 .00 .070 .028 .000 .000 448.68 1255.00 .002168 14. 14. 14. 2 0 0 .00 148.64 1668.48 * SECNO 18515.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 21 MIN ELTRD= 470.50 MAX ELLC- 469.76 PROFILE SECTION L - SURVEY SECTION 12 AS -BUILT BRIDGE - UPDATE ON OCTOBER 1987 MOORE ROAD - DOWNSTREAM SIDE I 13NOV92 13:32:55 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q GLOB QCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPYID ENDST 18515.000 15.44 464.12 .00 .00 465.75 1.63 .00 .07 472.34 11800.0 1.9 11798.1 .0 2.5 1149.8 .0 242.5 44.7 473.65 .21 .78 10.26 .00 .070 .028 .000 .000 448.68 1255.00 .003108 1. 1. 1. 2 0 0 .00 143.24 1668.29 * SECNO 18565.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 21 MIN ELTRD= 470.50 MAX ELLC= 469.84 MOORE ROAD - UPSTREAM SIDE 18565.000 15.98 464.47 .00 .00 465.95 1.48 .14 .05 472.66 11800.0 2.9 11797.1 .0 3.5 1210.2 .0 243.8 44.9 473.32 .21 .83 9.75 .00 .070 .028 .000 .000 448.49 1255.00 .002693 50. 50. 50. 2 0 0 .00 144.63 1668.77 * SECNO 18566.000 3265 DIVIDED FLOW 18566.000 15.93 464.42 .00 .00 466.00 1.58 .00 .05 458.73 11800.0 89.1 11622.9 88.0 54.2 1144.3 50.7 243.9 44.9 458.57 .21 1.65 10.16 1.74 .070 .028 .070 .000 448.49 1255.00 .001718 1. 1. 1. 2 0 0 .00 149.31 1668.62 * SECNO 18600.000 3301 HV CHANGED MORE THAN HVINS 18600.000 18.66 466.06 .00 .00 466.42 .36 .06 .36 459.70 11800.0 2747.9 8300.8 751.3 1123.0 1492.9 387.3 245.5 45.2 461.00 .21 2.45 5.56 1.94 .070 .050 .070 .000 447.40 1087.07 .001727 34. 34. 34. 3 0 0 .00 553.97 1641.04 1 1 1 1 1 1 PAGE 22 1 l t 1 1 1 t { 1 1 1 1 1 1 1 1 1 1 1 13NOV92 13:32:55 PAGE 23 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH GROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 18615.000 18615.000 18.69 466.09 .00 .00 466.45 .36 .03 .00 459.70 11800.0 2760.2 8281.2 758.5 1132.2 1498.1 392.2 246.6 45.3 461.00 .21 2.44 5.53 1.93 .070 .050 .070 .000 447.40 1086.78 .001699 15. 15. 15. 0 0 0 .00 554.96 1641.74 *SECNO 18650.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .62 18650.000 18.32 465.82 .00 .00 466.91 1.09 .09 .37 463.10 11800.0 2712.7 8118.5 968.8 984.9 815.2 386.1 248.7 45.8 462.70 .21 2.75 9.96 2.51 .070 .050 .070 .000 447.50 1372.16 .004469 35. 35. 35. 2 0 0 .00 631.64 2048.16 CCHV= .100 CEHV= .300 *SECNO .100 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.47 .100 18.70 467.70 .00 .00 468.29 .59 1.33 .05 464.00 11800.0 2395.3 8629.5 775.2 1348.8 1212.5 402.1 271.9 50.6 462.00 .23 1.78 7.12 1.93 .090 .050 .090 .000 449.00 82.90 .002074 330. 510. 275. 2 0 0 .00 589.20 672.10 *SECNO .200 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .63 .200 18.37 468.57 .00 .00 469.50 .92 1.10 .10 464.00 11800.0 943.0 7370.6 3486.5 403.3 773.7 1272.6 291.7 54.7 464.00 .25 2.34 9.53 2.74 .090 .050 .090 .000 450.20 133.49 .005236 290. 390. 265. 2 0 0 .00 632.27 765.76 13NOV92 13:32:55 PAGE 24 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST * SECNO .300 .300 19.47 470.47 OD .00 470.99 .52 1.45 .04 464.00 11800.0 2575.7 5788.2 3436.1 1080.6 735.8 1288.1 314.7 59.5 464.00 .27 2.38 7.87 2.67 .090 .050 .090 .000 451.00 46.47 .002741 410. 450. 280. 2 0 0 .00 577.33 623.80 * SECNO 20540.000 20540.000 18.87 471.47 .00 .00 471.96 .49 .96 .00 466.00 11800.0 3403.3 8345.1 51.6 1723.3 1271.1 37.7 344.4 64.2 466.00 .29 1.97 6.57 1.37 .090 .050 .090 .000 452.60 1140.89 .001602 370. 540. 350. 2 0 0 .00 463.15 1604.04 * SECNO .500 .500 18.21 472.21 .00 .00 472.49 .28 .51 .02 460.00 11800.0 3818.6 7968.2 13.2 1875.1 1588.3 21.9 371.9 67.9 470.00 .32 2.04 5.02 .60 .090 .050 .090 .000 454.00 144.14 .001055 315. 435. 415. 2 0 0 .00 457.93 602.07 * SECNO .600 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .38 .600 16.87 471.87 469.42 .00 473.87 2.00 .86 .51 470.00 11800.0 971.9 10774.5 53.7 461.7 909.3 39.5 393.6 71.6 470.00 .33 2.10 11.85 1.36 .090 .050 .090 .000 455.00 107.21 .007394 380. 390. 360. 6 14 0 .00 389.96 497.16 * SECNO 21690.000 21690.000 18.23 474.13 473.10 .00 476.03 1.90 2.15 .01 470.00 11800.0 424.4 9982.0 1393.6 176.3 834.3 551.8 403.4 73.8 470.00 .34 2.41 11.96 2.53 .090 .050 .090 .000 455.90 1103.35 .006321 180. 325. 300. 4 5 0 .00 393.96 1497.31 1490 NH CARD USED Z l 1 I 1 ) 1 ) l 1 1 ! 1 1 l l l 13NOV92 13:32:55 PAGE 25 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L- BAN K ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOS VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST * SECNO 1.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.67 1.000 21.49 476.99 .00 .00 477.98 .99 1.86 .09 470.00 11800.0 597.9 9310.5 1891.5 258.0 1049.7 643.3 424.3 77.8 470.00 .36 2.32 8.87 2.94 .080 .045 .065 .000 455.50 10.52 .002259 510. 530. 500. 2 0 0 .00 284.53 295.05 1490 NH CARD USED * SECNO 22600.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .67 22600.000 19.12 477.72 .00 .00 479.40 1.68 1.22 .21 473.00 11800.0 3007.6 8574.8 217.6 825.6 715.1 72.2 439.4 80.1 474.70 .37 3.64 11.99 3.01 .080 .045 .065 .000 458.60 1206.72 .005052 370. 380. 350. 3 0 0 .00 266.32 1473.04 * SECNO 2.000 2.000 20.58 480.18 .00 .00 481.51 1.33 2.07 .04 474.00 11800.0 328.5 9850.6 1620.9 135.8 984.9 459.8 459.5 83.0 472.00 .39 2.42 10.00 3.53 .080 .045 .065 .000 459.60 64.53 .002827 510. 570. 540. 2 0 0 .00 210.42 274.95 * SECNO 23900.000 3301 HV CHANGED MORE THAN HVINS 23900.000 19.51 482.51 .00 .00 483.04 .53 1.45 .08 478.00 11800.0 889.5 10905.6 4.9 567.4 1804.2 5.2 492.1 87.7 480.00 .42 1.57 6.04 .93 .080 .045 .065 .000 463.00 1022.88 .001505 750. 730. 590. 2 0 0 .00 366.31 1389.18 t l 1 I 1 1 ) 1 l t 1 1 1 ] l 1 1 l 1 13NOV92 13:32:55 PAGE 26 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1490 NH CARD USED * SECNO 3.000 3.000 19.31 483.11 .00 .00 483.71 .60 .65 .02 475.00 11800.0 451.0 10491.7 857.3 274.4 1604.2 337.3 515.0 90.7 475.00 44 1.64 6.54 2.54 .080 .045 .065 .000 463.80 50.90 .001352 310. 465. 450. 2 0 0 .00 286.13 337.03 1490 NH CARD USED * SECNO 4.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .65 4.000 19.06 483.90 .00 .00 484.93 1.04 1.09 .13 480.00 11800.0 174.0 11625.9 .0 102.5 1413.4 .1 538.0 93.3 480.00 .46 1.70 8.23 .25 .080 .050 .035 .000 464.84 127.18 .003160 350. 560. 540. 2 0 0 .00 187.88 315.07 * SECNO 5.000 5.000 18.67 484.57 .00 .00 485.32 .76 .36 .03 480.00 11800.0 116.9 10782.7 900.3 65.4 1482.8 418.6 543.9 94.2 480.00 .47 1.79 7.27 2.15 .080 .050 .065 .000 465.90 70.63 .001985 130. 145. 160. 2 0 0 .00 299.48 370.11 * SECNO 24930.000 24930.000 18.74 485.14 .00 .00 485.72 .58 .38 .02 472.00 11800.0 3580.0 8154.0 66.0 1152.5 1158.9 41.1 553.7 95.3 480.00 .48 3.11 7.04 1.61 .080 .050 .065 .000 466.40 1154.30 .001644 170. 220. 150. 2 0 0 .00 262.10 1416.40 * SECNO 6.000 3301 HV CHAFED MORE THAN HVINS 6.000 18.12 484.92 .00 .00 486.06 1.14 .17 .17 476.00 11800.0 1170.4 10362.1 267.5 460.9 1141.9 106.7 557.2 95.7 476.00 48 2.54 9.07 2.51 .080 .050 .065 .000 466.80 60.39 .002763 50. 90. 95. 2 0 0 .00 257.87 318.26 13NOV92 13:32:55 PAGE 27 SECNO DEPTH CWSEL CRINS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH MOOR ITRIAL IDC ICONT CORAR TOPWID ENDST * SECNO 25085.000 3301 HV CHANGED MORE THAN WINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .58 25085.000 17.31 484.41 483.40 .00 486.77 2.36 .34 .37 480.70 11800.0 376.5 11070.0 353.5 144.9 871.3 86.8 559.5 96.1 480.60 .48 2.60 12.71 4.07 .080 .045 .060 .000 467.10 1443.37 .008212 45. 80. 85. 6 11 0 .00 223.08 1666.45 * SECNO 25135.000 3301 HV CHANGED MORE THAN WINS 25135.000 18.48 485.48 .00 .00 487.16 1.67 .32 .07 481.40 11800.0 794.2 10660.9 344.9 277.9 980.6 92.8 560.9 96.3 480.50 .48 2.86 10.87 3.72 .080 .045 .060 .000 467.00 1439.09 .005165 40. 50. 60. 3 0 0 .00 218.66 1657.75 * SECNO 25185.000 25185.000 18.36 485.96 .00 .00 487.40 1.44 .22 .02 478.00 11800.0 1501.8 10103.5 194.7 399.0 980.7 66.9 562.5 96.6 482.20 .49 3.76 10.30 2.91 .080 .045 .060 .000 467.60 1038.22 .003923 50. 50. 40. 2 0 0 .00 191.64 1229.86 * SECNO 25235.000 3301 HV CHANGED MORE THAN WINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.58 25235.000 18.80 486.70 .00 .00 487.58 .87 .12 .06 480.50 11800.0 388.3 10747.6 664.1 197.8 1373.8 238.9 564.4 96.8 480.00 .49 1.96 7.82 2.78 .080 .045 .060 .000 467.90 1026.46 .001570 50. 50. 50. 2 0 0 .00 197.22 1223.68 1 1 1 1 1 1 1 1 1 1 t l i 1 l 1 1 1 1 13MOV92 13:32:55 PAGE 28 $ECHO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 25280.000 25280.000 19.60 487.00 .00 .00 487.66 .66 .06 .02 482.20 11800.0 22.0 11496.7 281.2 19.5 1741.4 140.2 566.2 96.9 481.00 .49 1.13 6.60 2.01 .080 .045 .060 .000 467.40 1037.51 .001068 55. 45. 25. 2 0 0 .00 157.13 1194.64 *SECNO 25325.000 25325.000 19.89 487.19 .00 .00 487.72 .53 .05 .01 487.00 11800.0 .0 11789.6 10.4 .1 2025.0 12.9 568.2 97.1 485.00 .49 .01 5.82 .81 .080 .045 .060 .000 467.30 1022.09 .000962 50. 45. 30. 2 0 0 .00 152.73 1174.83 *SECNO 25375.000 25375.000 19.40 487.30 .00 .00 487.77 .46 .05 .01 491.30 11800.0 .0 11800.0 .0 .0 2158.9 .0 570.6 97.3 490.00 .49 .00 5.47 .00 .000 .045 .000 .000 467.90 1015.79 .000923 50. 50. 50. 2 0 0 .00 160.28 1176.07 *SECNo 25421.000 25421.000 19.50 487.50 .00 .00 487.82 .32 .03 .01 495.00 11800.0 .0 11800.0 .0 .0 2590.6 .0 573.1 97.5 495.00 .50 .00 4.55 .00 .000 .045 .000 .000 468.00 1104.34 .000620 84. 46. 10. 2 0 0 .00 190.62 1294.96 CCHV= .300 CEHV= .500 *SECNO 25422.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 4 MIN ELTRDa 495.00 MAX ELLC= 491.75 25422.000 19.48 487.48 .00 .00 487.83 .35 .00 .01 495.00 11800.0 .0 11800.0 .0 .0 2494.3 .0 573.2 97.5 495.00 .50 .00 4.73 .00 .000 .028 .000 .000 468.00 1104.36 .000407 1. 1. 1. 1 0 0 .00 185.59 1294.95 1 1 ) 1 f 1 1 1 l 1 1 1 1 1 =1 1 1 l l 13MOV92 13:32:55 PAGE 29 SECHO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH 0m ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 25542.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 4 MIN ELTRD= 495.00 MAX ELLC= 491.75 25542.000 18.82 487.52 .00 .00 487.89 .37 .05 .01 495.00 11800.0 .0 11800.0 .0 .0 2415.9 .0 580.0 98.0 495.00 .50 .00 4.88 .00 .000 .028 .000 .000 468.70 1104.37 .000446 120. 120. 120. 2 0 0 .00 185.66 1295.03 *SECNO 25543.000 25543.000 18.86 487.56 .00 .00 487.90 .34 .00 .01 495.00 11800.0 .0 11800.0 .0 .0 2515.9 .0 580.0 98.0 495.00 .50 .00 4.69 .00 .000 .028 .000 .000 468.70 1104.28 .000264 1. 1. 1. 2 0 0 .00 190.84 1295.12 *SECNo 25568.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .47 25568.000 18.53 487.43 .00 .00 488.06 .62 .01 .14 485.00 11800.0 4.0 11784.9 11.1 5.9 1859.7 16.6 581.3 98.1 485.00 .50 .68 6.34 .67 .080 .045 .080 .000 468.90 1015.14 .001196 5. 25. 75. 2 0 0 .00 157.90 1173.04 CCHV= .100 CEHV= .300 *SECNO 25618.000 25618.000 17.94 487.44 .00 .00 488.14 .70 .06 .02 485.00 11800.0 4.4 11779.4 16.2 6.0 1751.2 24.3 583.4 98.3 485.00 .51 .73 6.73 .67 .080 .045 .080 .000 469.50 1017.12 .001377 20. 50. 50. 2 0 0 .00 162.47 1179.58 *SECNO 25668.000 25668.000 18.48 487.58 .00 .00 488.22 .64 .07 .01 485.00 11800.0 17.7 11760.0 22.3 15.6 1825.0 31.7 585.5 98.5 485.00 .51 1.13 6.44 .70 .080 .045 .080 .000 469.10 1025.88 .001452 55. 50. 50. 2 0 0 .00 194.45 1220.32 1 1 I I 1 I 1 I i 1 I I 13NOV92 13:32:55 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST * SECNO 25714.000 25714.000 17.57 487.57 .00 .00 488.34 .77 .09 .04 486.00 11800.0 14.4 11761.1 24.5 18.5 1663.3 31.4 587.4 98.7 486.00 .78 7.07 .78 .080 .045 .080 .000 470.00 1186.45 .51 .002430 70. 46. 40. 2 0 0 .00 239.58 1426.03 *SECNo 25754.000 25754.000 18.61 487.71 .00 .00 488.43 .73 OB 00 481.00 11800.0 856.0 10828.0 116.0 362.6 1524.1 97.3 589.1 99.0 481.00 2.36 7.10 1.19 .080 .045 .080 .000 469.10 1051.40 .51 .001770 45. 40. 30. 2 0 0 .00 305.68 1357.07 * SECNO 25820.000 25820.000 19.54 487.94 .00 .00 488.57 .63 .13 .01 480.00 11900.0 1486.1 6065.6 4328.3 648.5 720.4 1378.8 592.6 99.5 481.00 2.29 8.45 3.14 .080 .045 .080 .000 468.40 1063.54 .52 .002099 55. 66. 72. 2 0 0 .00 426.46 1490.00 * SECNO 26170.000 3301 MV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .67 26170.000 18.14 488.34 .00 .00 489.75 1.41 .95 .23 480.00 11900.0 427.1 7489.7 3983.3 132.8 644.5 988.6 608.4 102.0 485.00 3.22 11.62 4.03 .080 .045 .080 .000 470.20 1013.18 .53 .004668 450. 350. 230. 2 0 0 .00 261.82 1275.00 * SECNO 26550.000 26550.000 18.79 489.89 .00 .00 491.42 1.53 1.63 .04 485.00 11900.0 323.9 11339.3 236.8 105.0 1116.7 105.7 621.5 103.8 486.00 3.08 10.15 2.24 .080 .045 .080 .000 471.10 1013.87 .54 .004085 380. 380. 350. 2 0 0 .00 166.13 1180.00 * SECNO 26880.000 26880.000 18.14 491.04 .00 .00 492.93 1.89 1.40 .11 484.80 11900.0 334.2 11121.3 444.6 112.0 977.3 164.4 631.3 105.0 486.70 2.98 11.38 2.70 .070 .045 .075 .000 472.90 1714.12 .54 .004414 360. 330. 300. 2 0 0 .00 165.88 1880.00 I I PAGE 30 i I I I 1 1 1 1 1 1 i 1 l 1 1 1 1 13NOV92 13:32:55 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST * SECNO 27050.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .70 27050.000 18.73 491.73 .00 .00 493.88 2.14 .87 .08 487.00 10500.0 135.6 8938.1 1426.3 40.9 708.2 341.9 635.4 105.6 486.90 3.32 12.62 4.17 .065 .045 .070 .000 473.00 1005.72 .55 .007013 185. 165. 110. 2 0 0 .00 174.28 1180.00 * SECNO 27400.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.01 27400.000 20.80 494.70 .00 .00 495.28 .58 1.24 .16 493.20 10500.0 3328.0 6906.0 266.0 1517.1 941.3 116.8 651.4 108.8 487.40 .57 2.19 7.34 2.28 .065 .045 .070 .000 473.90 1424.99 .001743 360. 420. 300. 3 0 0 .00 598.84 2023.84 CCHV= .300 CEHV= .500 * SECNO 27540.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .67 3495 OVERBANK AREA ASSUMED NON- EFFECTIVE, ELLEA= 495.00 ELREA= 498.50 27540.000 19.68 494.68 .00 .00 495.99 1.31 .35 .37 496.80 10500.0 .0 10500.0 .0 .0 1141.4 .0 657.4 109.9 499.40 .00 9.20 .00 .000 .045 .000 .000 475.00 1950.00 .57 .003844 140. 140. 140. 4 0 0 .00 107.17 2057.17 1 1 PAGE 31 1 1 1 1 1 1 1 1 { 1 1 1 1 ) t l 1 1 1 13NOV92 13:32:55 17.00 4.00 1279.15 3.00 480.20 480.00 *SECNO 27570.000 PAGE 32 SECNO DEPTH CVSEL CRIWS WSELK EG HV HL GLOSS L -BANK ELEV Q GLOB QCH QROS ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST SPECIAL BRIDGE S8 XK XKOR COFQ RDLEN BWC BWP BAREA SS ELCHU ELCHD 1.05 2.34 2.50 .00 17.00 4.00 1279.15 3.00 480.20 480.00 *SECNO 27570.000 CLASS A LOW FLOW 3420 BRIDGE W.S.= 493.65 BRIDGE VELOCITY- 14.44 CALCULATED CHANNEL AREA= 718. EGPRS EGLWC H3 QWEIR QLOW BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA .00 496.23 .24 0. 10500. 1279. 1243. 498.50 496.80 0. 3495 OVERBANK AREA ASSUMED NON- EFFECTIVE, ELLEA- 495.20 ELREA- 498.70 27570.000 19.72 494.92 .00 .00 496.23 1.30 .23 .00 497.00 10500.0 .0 10500.0 .0 .0 1146.2 .0 658.2 110.0 499.60 .57 .00 9.16 .00 .000 .045 .000 .000 475.20 1950.00 .003796 30. 30. 30. 0 0 0 .00 107.24 2057.24 CCHV= .100 CEHV- .300 *SECNO 27620.000 27620.000 20.12 495.62 .00 .00 496.43 .81 .15 .05 494.80 10500.0 2728.7 7527.5 243.8 1175.4 8%.1 96.0 660.1 110.4 489.00 .58 2.32 8.40 2.54 .065 .045 .070 .000 475.50 1430.14 .002440 50. 50. 50. 3 0 0 .00 590.73 2020.87 CCHV= .100 CEHV-- .300 *SECNO 30130.000 30130.000 18.48 502.18 .00 .00 503.30 1.13 6.78 .09 492.30 10500.0 4494.6 6005.0 .5 861.9 582.0 1.2 742.3 126.9 501.90 .65 5.21 10.32 .39 .065 .045 .065 .000 483.70 1989.42 .004052 1600. 2510. 2000. 2 0 0 .00 241.55 2230.97 CCHV= .300 CEHV- .500 *SECNO 30189.000 1 1 1 1 1 1 I 1 1 1 I I 1 1 1 I 1 13NOV92 13:32:55 .0 993.5 .0 744.0 127.2 513.40 .65 .00 10.57 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3301 HV CHANGED MORE THAN HVINS 30189.000 15.34 502.14 .00 .00 503.87 1.73 .27 .30 513.30 10500.0 .0 10500.0 .0 .0 993.5 .0 744.0 127.2 513.40 .65 .00 10.57 .00 .000 .045 .000 .000 486.80 2153.93 .005145 59. 59. 59. 2 0 0 .00 98.12 2252.05 *SECNO 30190.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .49 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 513.30 MAX ELLC= 510.40 30190.000 15.17 501.97 .00 .00 504.06 2.09 .01 .18 513.30 10500.0 .0 10500.0 .0 .0 904.4 .0 744.0 127.2 513.40 .00 11.61 .00 .000 .045 .000 .000 486.80 2154.04 .65 .021388 1. 1. 1. 2 0 0 .00 90.74 2251.78 *SECMO 30200.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 513.30 MAX ELLC= 510.40 30200.000 15.59 502.39 .00 .00 504.32 1.92 .20 .05 513.30 10500.0 .0 10500.0 .0 .0 943.4 .0 744.2 127.2 513.40 .00 11.13 .00 .000 .045 .000 .000 486.80 2154.00 .65 .019328 10. 10. 10. 2 0 0 .00 91.45 2252.45 *SECNO 30201.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.18 30201.000 16.18 502.98 .00 .00 504.46 1.48 .01 .13 513.30 10500.0 .0 10500.0 .0 .0 1076.8 .0 744.2 127.2 513.40 .00 9.75 .00 .000 .045 .000 .000 486.80 2153.48 .65 .004060 1. 1. 1. 3 0 0 .00 99.89 2253.37 1 1 PAGE 33 1 ) I 1 1 1 1 1 I 1 1 1 I 1 1 1 1 1 1 13NOV92 13:32:55 PAGE 34 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELNIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST CCHV= .100 CEHV= .300 * SECNO 30250.000 3301 HV CHANGED MORE THAN HVINS 30250.000 20.22 504.02 .00 .00 504.68 .66 .14 .08 492.40 10500.0 5056.1 5371.9 72.0 1229.8 655.6 66.8 745.9 127.5 502.00 .65 4.11 8.19 1.08 .065 .045 .065 .000 483.80 1950.50 .002181 49. 49. 49. 2 0 0 .00 337.40 2287.90 * SECNO 31310.000 31310.000 18.35 506.15 .00 .00 506.65 .50 1.95 .02 490.70 10500.0 6288.6 4211.4 .0 1515.2 573.7 .0 784.9 134.1 509.20 .70 4.15 7.34 .00 .065 .045 .000 .000 487.80 1494.66 .002197 750. 1060. 500. 2 0 0 .00 419.05 1913.71 1 ] 1 I 1 1 l 1 1 1 1 l 1 1 1 1 1 l 1 13NOV92 13:32:55 PAGE 35 T1 GRAPEVINE CREEK, COPPELL, DALLAS COUNTY, TEXAS FIS 100 YEAR DISCHARGE T2 EXTENDED FLOOD INSURANCE STUDY - ENCROACHMENT RUN -AS BUILT CONDITIONS T3 GRAPEVINE CREEK FILE: NDMASBLT NDM ENGINEERS 06 /10/92 J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 7 457.69 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 15 -1 1 1 1 l i 1 1 I 1 1 1 1 1 1 1 1 l l 1 13MOV92 13:32:55 PAGE 36 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L -BANK ELEV Q QLOB QCH GROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *PROF 2 CCHV- .100 CEHV= .300 * SECNO 15350.000 3470 ENCROACHMENT STATIONS= 1147.5 1967.5 TYPE= 1 TARGET= 820.000 THIS MODEL IS BASED ON C. ANDERSON ENGRS. MODEL GRPRET FOR THE DENTON TAP RD. BRIDGE REPLACEMENT AND THE NEW MOORE ROAD BRIDGE FOR CITY OF COPPELL MASTER DRAINAGE PLAN. IT IS AN UPDATE OF THE EXIST. 1979 FIS WITH 1986 EXIST. PROJECTS AND THE PROP. DENTON TAP RD. BRIDGE INCLUDED AS WELL AS SUPPLEMENTAL CROSS SECTIONS ADDED FROM TOPO MAPS. THE MODEL WILL BE USED AS THE BASE MODEL TO STUDY THE PROP. CREEKVIEW ADDITION 8 DENTON TAP RD. AND THE ST.L&SW RR. ON THE NORTHEAST CORNER. NATHAN D. MAIER ENGRS FURNISHED CROSS SECTIONS 0. 1, 0. 2, 0.3,0.5,1.0,2.0,3.0,4.0,5.0,AND 6.0 TAKEN FROM CITY OF COPPELL MAPS TO ANDERSON ENGINEERS TO MODEL EXISTING CONDITIONS AT THE CREEK VIEW SITE. DLJ & BDH 11/10/87 AS BUILT CONDITIONS PER FIELD SURVEY JUNE 1992 PROFILE SECTION G - SURVEY SECTION 7 15350.000 16.39 457.69 .00 457.86 458.49 .80 .00 .00 454.80 11000.0 368.5 6665.9 3965.6 154.0 749.8 1287.8 .0 .0 454.60 .00 2.39 8.89 3.08 .070 .050 .070 .000 441.30 1462.07 .003762 1200. 1180. 1300. 0 0 0 .00 505.43 1967.50 CCHV- .300 CEHV= .500 * SECNO 15440.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.58 3470 ENCROACHMENT STATIONS= 1125.0 1272.0 TYPE= 1 TARGET= 147.000 3495 OVERBANK AREA ASSUMED NONEFFECTIVE, ELLEA= 458.90 ELREA= 459.00 BELT LINE ROAD - DOWNSTREAM SIDE PROFILE SECTION H - SURVEY SECTION 8 BELTLINE ROAD 1 1 1 1 1 1 ) I 1 1 1 1 1 1 1 1 13NOV92 13:32:55 6.00 1846.80 2.37 440.04 440.04 *SECNO 15470.000 15440.000 18.62 458.32 .00 458.35 458.87 .55 .31 .07 460.50 11000.0 .0 11000.0 .0 .0 1840.9 .0 7.9 1.8 100000.00 .01 .00 5.98 .00 .000 .050 .000 .000 439.70 1125.00 .001503 25. 90. 350. 2 0 0 .00 147.00 1272.00 SPECIAL BRIDGE SB XK XKOR COFQ RDLEN BWC BWP BAREA SS ELCHU ELCHD 1.05 2.41 2.50 .00 57.00 6.00 1846.80 2.37 440.04 440.04 *SECNO 15470.000 CLASS A LOW FLOW 3420 BRIDGE W.S.= 458.24 BRIDGE VELOCITY= 6.42 CALCULATED CHANNEL AREA= 1714. EGPRS EGLWC H3 QWEIR QLOW BARER TRAPEZOID ELLC ELTRD WEIRLN AREA .00 458.92 .05 0. 11000. 1847. 1820. 459.00 460.50 0. 3470 ENCROACHMENT STATIONS= 1125.0 1272.0 TYPE= 1 TARGET= 147.000 3495 OVERBANK AREA ASSUMED NON- EFFECTIVE, ELLEA= 458.90 ELREA= 459.00 15470.000 18.67 458.37 .00 458.40 458.92 .55 .05 .00 460.50 11000.0 .0 11000.0 .0 .0 1848.6 .0 9.2 1.9 100000.00 .01 .00 5.95 .00 .000 .050 .000 .000 439.70 1125.00 .001483 30. 30. 30. 0 0 0 .00 147.00 1272.00 *SECNO 15520.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .66 3470 ENCROACHMENT STATIONS= 1242.5 1892.5 TYPE= 1 TARGET= 650.000 15520.000 16.96 458.26 .00 458.30 459.24 .97 .11 .21 453.60 11000.0 711.0 8751.4 1537.6 326.5 994.8 685.9 11.4 2.2 455.60 .01 2.18 8.80 2.24 .070 .050 .070 .000 441.30 1387.03 .003403 50. 50. 50. 2 0 0 .00 505.47 1892.50 *SECNO 15600.000 3470 ENCROACHMENT STATIONS= 1321.0 1450.0 TYPE= 1 TARGET= 129.000 1 1 PAGE 37 1 1 1 1 1 i 1 1 13NOV92 13:32:55 1 1 i 1 I i 1 1 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH GROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3495 OVERBANK AREA ASSUMED NONEFFECTIVE, ELLEA= 459.40 ELREA= 459.40 ST LOUIS & SOUTHWESTERN RAILROAD - DOWNSTREAM SIDE PROFILE SECTION I - SURVEY SECTION 9 ST. LOUIS SOUTHWESTERN R.R. 15600.000 17.16 458.76 .00 458.78 459.52 .76 .22 .06 462.70 11000.0 .0 11000.0 .0 .0 1576.9 .0 14.7 2.8 100000.00 .01 .00 6.98 .00 .000 .050 .000 .000 441.60 1321.00 .002189 50. 80. 100. 2 0 0 .00 129.00 1450.00 SPECIAL BRIDGE SB XK XKOR COFQ RDLEN BWC BWP BAREA SS ELCHU ELCHD 1.05 2.47 2.50 .00 66.20 6.00 1589.35 1.85 442.40 442.40 * SECNO 15610.000 PRESSURE FLOW EGPRS EGLWC H3 QWEIR QPR BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA 460.60 459.60 .09 0. 11000. 1589. 1558. 459.40 461.70 0. 3470 ENCROACHMENT STATIONS= 1321.0 1450.0 TYPE= 1 TARGET= 129.000 15610.000 18.38 459.98 .00 460.00 460.60 .62 1.09 .00 462.70 11000.0 .0 11000.0 .0 .0 1733.9 .0 15.1 2.9 100000.00 .01 .00 6.34 .00 .000 .050 .000 .000 441.60 1321.00 .001632 10. 10. 10. 2 0 0 .00 129.00 1450.00 * SECNO 15630.000 3470 ENCROACHMENT STATIONS= 1069.7 1498.1 TYPE= 1 TARGET= 428.340 15630.000 18.33 460.03 .00 460.07 460.64 .61 .03 .00 450.00 11000.0 719.8 9644.8 635.4 279.0 1459.1 230.9 15.9 2.9 450.00 .01 2.58 6.61 2.75 .070 .050 .070 .000 441.70 1069.73 .001344 30. 20. 10. 1 0 0 .00 180.40 1250.13 l 1 PAGE 38 1 1 1 i I 1 1 I 13NOV92 13:32:55 1 1 1 1 1 1 1 1 1 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV 0 QLOB QCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST CCHV- .100 CEHV= .300 *SECNO 15640.000 3470 ENCROACHMENT STATIONS= 1070.8 1492.7 TYPE= 1 TARGET= 421.850 15640.000 18.38 460.08 .00 460.12 460.65 .58 .01 .00 450.00 11000.0 562.8 9665.5 771.7 213.0 1506.7 278.6 16.4 3.0 450.00 .01 2.64 6.41 2.77 .070 .050 .070 .000 441.70 1070.85 .001253 10. 10. 10. 2 0 0 .00 174.60 1245.45 *SECNO 15650.000 3470 ENCROACHMENT STATIONS= 1070.7 1495.4 TYPE= 1 TARGET = 424.750 15650.000 18.39 460.09 .00 460.13 460.67 .57 .01 .00 450.00 11000.0 565.2 9662.1 772.7 214.2 1508.0 279.2 16.9 3.0 450.00 .02 2.64 6.41 2.77 .070 .050 .070 .000 441.70 1070.65 .001248 10. 10. 10. 0 0 0 .00 174.87 1245.52 *SECNO 15660.000 3470 ENCROACHMENT STATIONS= 1067.2 1477.8 TYPE= 1 TARGET- 410.530 15660.000 18.26 459.% .00 460.01 460.74 .78 .01 .06 450.00 11000.0 464.4 9467.0 1068.6 151.8 1258.1 328.0 17.3 3.1 450.00 .02 3.06 7.52 3.26 .070 .050 .070 .000 441.70 1067.23 .001731 10. 10. 10. 2 0 0 .00 157.64 1224.87 CCHV= .100 CEHV= .300 *SECNO 15680.000 3470 ENCROACHMENT STATIONS= 1052.0 1385.4 TYPE= 1 TARGET= 333.430 15680.000 18.55 460.28 .00 460.30 460.80 .52 .04 .03 460.00 11000.0 .0 10999.9 .1 .0 1897.3 .2 18.1 3.1 460.00 .02 .00 5.80 .24 .000 .050 .070 .000 441.73 1052.00 .001820 20. 20. 15. 2 0 0 .00 189.61 1241.61 *SECNO 15730.000 3470 ENCROACHMENT STATIONS= 1099.0 1461.3 TYPE= 1 TARGET- 362.280 15730.000 18.68 460.43 .00 460.45 460.90 .47 .09 .01 460.00 11000.0 .0 10999.8 .2 .0 2009.6 .5 20.4 3.4 460.00 .02 .00 5.47 .31 .000 .050 .070 .000 441.75 1099.00 .001724 50. 50. 30. 2 0 0 .00 210.46 1309.46 1 1 PAGE 39 1 1 1 l I 1 l 1 I 1 I 1 1 1 1 1 1 13MOV92 13:32:55 SECHO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L -BANK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST CCHV= .100 CEHV= .300 * SECNO 16480.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.47 3470 ENCROACHMENT STATIONS= 1390.0 2028.0 TYPE= 1 TARGET= 638.000 PROFILE SECTION J - SURVEY SECTION 10 LAND DEVELOPEMENT FILL ON LEFT OVERBANK UPSTREAM TO MOORE ROAD. 16480.000 18.88 461.58 .00 461.55 461.77 .19 .84 .03 457.10 11000.0 2190.6 5513.6 3295.7 1219.7 1200.6 1737.8 72.6 10.5 457.20 .08 1.80 4.59 1.90 .070 .050 .070 .000 442.70 1390.00 .000802 830. 750. 650. 2 0 0 .00 638.00 2028.00 * SECNO 17600.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .60 3470 ENCROACHMENT STATIONS= 1255.0 1870.0 TYPE= 1 TARGET- 615.000 17600.000 17.72 462.72 .00 462.53 463.39 .67 1.48 .14 457.50 11800.0 2609.6 7795.1 1395.3 1028.0 987.9 673.6 158.3 26.1 459.50 .13 2.54 7.89 2.07 .070 .050 .070 .000 445.00 1255.00 .002539 1160. 1120. 1000. 2 0 0 .00 615.00 1870.00 * SECNO 17980.000 3470 ENCROACHMENT STATIONS= 1305.0 1672.0 TYPE= 1 TARGET- 367.000 17980.000 17.74 463.84 .00 463.64 464.18 .34 .75 .03 458.00 11800.0 1386.7 9406.8 1006.5 554.9 1853.8 431.0 184.9 30.9 458.00 .16 2.50 5.07 2.34 .070 .050 .070 .000 446.10 1305.00 .001426 600. 380. 260. 2 0 0 .00 367.00 1672.00 * SECNO 18150.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .69 I 1 PAGE 40 I 1 1 1 1 I 1 13NOV92 1 I 13:32:55 I 1 I SECNO DEPTH CWSEL CRIWS WSELK EG Q QLOB QCH QROB ALOB ACH TIME VLOB VCH VROB XNL XNCH SLOPE XLOBL XLCH XLOBR ITRIAL IDC I I I 1 I HV HL OLOSS L -BANK ELEV AROB VOL TWA R -BANK ELEV XNR WTN ELMIN SSTA ICONT CORAR TOPWID ENDST 3470 ENCROACHMENT STATIONS= 1321.0 1649.0 TYPE= 1 TARGET= 328.000 18150.000 17.30 463.90 .00 463.75 464.63 .73 .34 .12 458.00 11800.0 3461.4 7258.3 1080.3 938.3 872.6 386.2 194.7 32.2 460.00 .17 3.69 8.32 2.80 .070 .050 .070 .000 446.60 1321.00 .002972 160. 170. 180. 2 0 0 .00 328.00 1649.00 *SECNO 18210.000 3470 ENCROACHMENT STATIONS= 1340.0 1650.0 TYPE= 1 TARGET- 310.000 18210.000 17.21 464.01 .00 463.86 464.89 .88 .21 .04 458.00 11800.0 3950.2 6438.3 1411.5 901.3 680.5 420.9 197.6 32.7 460.00 .17 4.38 9.46 3.35 .070 .050 .070 .000 446.80 1340.00 .004112 60. 60. 65. 2 0 0 .00 310.00 1650.00 *SECNO 18240.000 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 1315.0 1598.0 TYPE= 1 TARGET- 283.000 18240.000 16.85 463.75 .00 463.65 465.22 1.46 .15 .18 460.00 11800.0 2562.3 8565.3 672.4 620.6 770.6 169.3 198.8 32.9 460.00 .17 4.13 11.12 3.97 .070 .050 .070 .000 446.90 1315.00 .006662 30. 30. 30. 2 0 0 .00 283.00 1598.00 *SECNO 18320.000 3470 ENCROACHMENT STATIONS- 1415.0 1670.0 TYPE= 1 TARGET- 255.000 18320.000 17.30 464.40 .00 464.20 465.70 1.30 .47 .02 460.00 11800.0 1658.3 8576.0 1565.6 418.0 819.2 396.0 201.8 33.4 460.00 .17 3.97 10.47 3.95 .070 .050 .070 .000 447.10 1415.00 .005127 80. 80. 80. 2 0 0 .00 255.00 1670.00 *SECNO 18450.000 3470 ENCROACHMENT STATIONS- 1393.0 1583.0 TYPE= 1 TARGET- 190.000 18450.000 17.37 464.87 .00 464.54 466.48 1.61 .69 .09 460.00 11800.0 1505.9 9326.9 967.2 351.2 829.6 239.1 206.4 34.1 460.00 .18 4.29 11.24 4.04 .070 .050 .070 .000 447.50 1393.00 .005382 120. 130. 160. 2 0 0 .00 190.00 1583.00 1 I PAGE 41 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 13NOV92 13:32:55 PAGE 42 SECHO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST * SECHO 18500.000 3470 ENCROACHMENT STATIONS= 4895.0 5060.0 TYPE= 1 TARGET- 165.000 PROFILE SECTION K - SURVEY SECTION 11 LAND DEVELOPEMENT FILL ON LEFT OVERBANK 18500.000 17.54 465.14 .00 464.20 466.76 1.62 .28 .00 462.00 11800.0 413.7 10895.6 490.6 119.6 1028.6 132.7 208.0 34.3 461.00 3.46 10.59 3.70 .070 .050 .070 .000 447.60 4895.00 .18 .005632 50. 50. 50. 0 0 0 .00 165.00 5060.00 CCHV= .300 CEHV- .500 * SECNO 18514.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.76 3470 ENCROACHMENT STATIONS= 1546.8 1646.8 TYPE= 1 TARGET= 100.000 18514.000 16.48 465.16 .00 464.18 466.82 1.66 .04 .02 100000.00 11800.0 .0 11800.0 .0 .0 1140.7 .0 208.4 34.3 100000.00 .00 10.34 .00 .000 .028 .000 .000 448.68 1546.85 .18 .001824 14. 14. 14. 2 0 0 .00 100.00 1646.85 * SECNO 18515.000 BTCARD, BRIDGE STENCL- 1546.85 STENCR= 1646.85 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 21 MIN ELTRD= 470.50 MAX ELLC-- 469.76 3470 ENCROACHMENT STATIONS= 1546.8 1646.8 TYPE= 1 TARGET= 100.000 PROFILE SECTION L - SURVEY SECTION 12 AS -BUILT BRIDGE - UPDATE ON OCTOBER 1987 MOORE ROAD - DOWNSTREAM SIDE 18515.000 16.40 465.08 .00 464.12 466.91 1.83 .00 .08 100000.00 11800.0 .0 11800.0 .0 .0 1086.8 .0 208.4 34.3 100000.00 .18 .00 10.86 .00 .000 .028 .000 .000 448.68 1546.85 .002929 1. 1. 1. 8 0 0 .00 95.00 1646.85 1 1 1 1 1 13MOV92 13:32:55 1 1 1 1 1 1 1 1 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST * SECNO 18565.000 BTCARD, BRIDGE STENCL- 1546.32 STENCR= 1646.32 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD 21 MIN ELTRD= 470.50 MAX ELLC= 469.84 3470 ENCROACHMENT STATIONS= 1546.3 1646.3 TYPE= 1 TARGET- 100.000 MOORE ROAD - UPSTREAM SIDE 18565.000 16.91 465.40 .00 464.47 467.09 1.69 .14 .04 100000.00 11800.0 .0 11800.0 .0 .0 1129.7 .0 209.7 34.4 100000.00 .18 .00 10.45 .00 .000 .028 .000 .000 448.49 1546.32 .002638 50. 50. 50. 13 0 0 .00 95.00 1646.32 * SECNO 18566.000 3470 ENCROACHMENT STATIONS- 1550.7 1640.7 TYPE- 1 TARGET= 90.000 18566.000 16.87 465.36 .00 464.42 467.13 1.77 .00 .04 100000.00 11800.0 .0 11800.0 .0 .0 1104.9 .0 209.7 34.4 100000.00 .18 .00 10.68 .00 .000 .028 .000 .000 448.49 1550.73 .001821 1. 1. 1. 2 0 0 .00 90.00 1640.73 * SECNO 18600.000 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 1300.0 1550.0 TYPE= 1 TARGET= 250.000 18600.000 19.65 467.05 .00 466.06 467.57 .52 .06 .38 459.70 11800.0 1063.4 10063.4 673.2 347.6 1642.9 260.1 211.0 34.5 461.00 .18 3.06 6.13 2.59 .070 .050 .070 .000 447.40 1300.00 .001845 34. 34. 34. 3 0 0 .00 250.00 1550.00 * SECNO 18615.000 3470 ENCROACHMENT STATIONS= 1295.0 1555.0 TYPE= 1 TARGET= 260.000 1 PAGE 43 1 1 1 1 1 13NOV92 13:32:55 1 1 1 1 1 1 1 1 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 18615.000 19.72 467.12 .00 466.09 467.61 .48 .03 .01 459.70 11800.0 1196.8 9863.4 739.8 384.0 1653.5 285.4 211.8 34.6 461.00 3.12 5.97 2.59 .070 .050 .070 .000 447.40 1295.00 .18 .001734 15. 15. 15. 2 0 0 .00 260.00 1555.00 *SECNO 18650.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .64 3470 ENCROACHMENT STATIONS= 1696.5 1976.5 TYPE= 1 TARGET= 280.000 18650.000 19.32 466.82 .00 465.82 468.09 1.27 .09 .39 463.10 11800.0 1573.4 8948.5 1278.1 449.0 878.4 396.4 213.4 34.9 462.70 3.50 10.19 3.22 .070 .050 .070 .000 447.50 1696.50 .18 .004234 35. 35. 35. 2 0 0 .00 280.00 1976.50 CCHV= .100 CEHV= .300 *SECNO .100 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.45 3470 ENCROACHMENT STATIONS= 335.0 625.0 TYPE= 1 TARGET= 290.000 .100 19.75 468.75 .00 467.70 469.46 .71 1.32 .06 464.00 11800.0 1263.4 9688.3 848.2 618.1 1311.7 374.0 232.7 37.2 462.00 .20 2.04 7.39 2.27 .090 .050 .090 .000 449.00 335.00 .002011 330. 510. 275. 2 0 0 .00 290.00 625.00 *SECNO .200 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .67 3470 ENCROACHMENT STATIONS- 172.5 522.5 TYPE= 1 TARGET= 350.000 I 1 PAGE 44 i 1 1 13NOV92 1 13:32:55 1 1 1 1 l 1 1 1 1 SECMO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV 0 GLOB GCH am ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST .200 19.40 469.60 .00 468.57 470.59 .99 1.05 .09 464.00 11800.0 1423.5 8043.3 2333.2 517.3 850.6 714.7 249.5 39.5 464.00 .22 2.75 9.46 3.26 .090 .050 .090 .000 450.20 172.50 .004545 290. 390. 265. 2 0 0 .00 350.00 522.50 *SECNO .300 3470 ENCROACHMENT STATIONS= 158.5 528.5 TYPE= 1 TARGET= 370.000 .300 20.40 471.40 .00 470.47 471.92 .51 1.28 .05 464.00 11800.0 2572.4 5992.7 3234.9 967.5 789.1 1116.4 270.8 42.5 464.00 .24 2.66 7.59 2.90 .090 .050 .090 .000 451.00 158.50 .002328 410. 450. 280. 2 0 0 .00 370.00 528.50 *SECNO 20540.000 3470 ENCROACHMENT STATIONS= 1225.0 1595.0 TYPE= 1 TARGET- 370.000 20540.000 19.69 472.29 .00 471.47 472.73 .43 .80 .01 466.00 11800.0 3457.4 8311.7 30.9 1711.7 1347.9 26.5 300.1 45.9 466.00 2.02 6.17 1.17 .090 .050 .090 .000 452.60 1225.00 .26 .001307 370. 540. 350. 2 0 0 .00 370.00 1595.00 *SECNO .500 3470 ENCROACHMENT STATIONS= 225.0 575.0 TYPE 1 TARGET- 350.000 .500 18.91 472.91 .00 472.21 473.17 .26 .42 .02 460.00 11800.0 3880.7 7919.3 .0 1893.0 1656.4 .0 328.2 48.8 100000.00 .29 2.05 4.78 .00 .090 .050 .000 .000 454.00 225.00 .000879 315. 435. 415. 2 0 0 .00 350.00 575.00 *SECNO .600 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE Of ACCEPTABLE RANGE, KRATIO = .38 3470 ENCROACHMENT STATIONS= 205.0 455.0 TYPE= 1 TARGET= 250.000 .600 17.58 472.58 .00 471.87 474.34 1.76 .72 .45 470.00 11800.0 1031.0 10769.0 .0 426.0 969.4 .0 350.1 51.5 100000.00 .30 2.42 11.11 .00 .090 .050 .000 .000 455.00 205.00 .006192 380. 390. 360. 3 0 0 .00 250.00 455.00 1 1 PAGE 45 I I I I 1 1 PAGE 46 I I I I 13NOV92 13:32:55 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST * SECNO 21690.000 3470 ENCROACHMENT STATIONS= 1122.5 1322.5 TYPE= 1 TARGET- 200.000 21690.000 18.44 474.34 .00 474.13 476.46 2.12 2.01 .11 470.00 11800.0 489.0 10479.8 831.2 180.9 847.7 260.2 359.0 52.7 470.00 .31 2.70 12.36 3.19 .090 .050 .090 .000 455.90 1122.50 .006609 180. 325. 300. 3 0 0 .00 200.00 1322.50 1490 MH CARD USED * SECMO 1.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.67 3470 ENCROACHMENT STATIONS= 32.0 212.0 TYPE= 1 TARGET- 180.000 1.000 21.87 477.37 .00 476.99 478.51 1.14 1.95 .10 470.00 11800.0 568.0 9939.0 1293.0 222.0 1076.5 375.4 376.7 55.0 470.00 .33 2.56 9.23 3.44 .080 .045 .065 .000 455.50 32.00 .002367 510. 530. 500. 2 0 0 .00 180.00 212.00 1490 NH CARD USED * SECNO 22600.000 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 1260.0 1460.0 TYPE= 1 TARGET- 200.000 22600.000 19.61 478.21 .00 477.72 479.90 1.69 1.22 .16 473.00 11800.0 2884.9 8780.5 134.6 744.4 739.5 44.0 390.4 56.6 474.70 .34 3.88 11.87 3.06 .080 .045 .065 .000 458.60 1260.00 .004739 370. 380. 350. 3 0 0 .00 200.00 1460.00 * SECNO 2.000 3470 ENCROACHMENT STATIONS = 66.0 246.0 TYPE= 1 TARGET= 180.000 2.000 20.99 480.59 .00 480.18 481.87 1.28 1.93 .04 474.00 11800.0 374.8 9905.9 1519.3 152.7 1011.3 410.5 410.0 58.9 472.00 .36 2.45 9.80 3.70 .080 .045 .065 .000 459.60 66.00 .002618 510. 570. 540. 2 0 0 .00 180.00 246.00 1 1 PAGE 46 I I I I I 1 I t 1 1 I I 1 I I 1 1 13NOV92 13:32:55 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L - BAN K ELEV Q QLOB OCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST * SECNO 23900.000 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 1041.0 1391.0 TYPE= 1 TARGET= 350.000 23900.000 19.78 482.78 .00 482.51 483.28 .49 1.33 .08 478.00 11800.0 960.8 10833.1 6.1 601.2 1850.7 6.5 443.3 63.3 480.00 .39 1.60 5.85 .95 .080 .045 .065 .000 463.00 1041.00 .001364 750. 730. 590. 2 0 0 .00 348.64 1389.64 1490 NH CARD USED * SECNO 3.000 3470 ENCROACHMENT STATIONS = 79.0 299.0 TYPE= 1 TARGET= 220.000 3.000 19.51 483.31 .00 483.11 483.94 .63 .62 .04 475.00 11800.0 464.3 10798.5 537.2 257.6 1628.8 196.9 465.9 65.9 475.00 .41 1.80 6.63 2.73 .080 .045 .065 .000 463.80 79.00 .001362 310. 465. 450. 2 0 0 .00 220.00 299.00 1490 NH CARD USED * SECNO 4.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .67 3470 ENCROACHMENT STATIONS= 114.0 314.0 TYPE= 1 TARGET = 200.000 4.000 19.30 484.14 .00 483.90 485.13 .99 1.08 .11 480.00 11800.0 206.7 11593.3 .0 118.4 1439.4 .0 488.4 68.2 100000.00 .43 1.75 8.05 .00 .080 .050 .000 .000 464.84 121.50 .003058 350. 560. 540. 2 0 0 .00 192.50 314.00 * SECNO 5.000 3470 ENCROACHMENT STATIONS= 65.0 275.0 TYPE= 1 TARGET= 210.000 5.000 18.82 484.72 .00 484.57 485.51 .79 .35 .02 480.00 11800.0 126.9 11008.0 665.1 69.8 1499.6 267.4 494.1 68.8 480.00 .44 1.82 7.34 2.49 .080 .050 .065 .000 465.90 68.65 .001993 130. 145. 160. 2 0 0 .00 206.35 275.00 I 1 PAGE 47 1 1 1 1 I I 1 1 1 1 i I 1 1 1 I 1 13NOV92 13:32:55 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 24930.000 3470 ENCROACHMENT STATIONS= 1170.0 1400.0 TYPE= 1 TARGET= 230.000 24930.000 18.94 485.34 .00 485.14 485.90 .56 .37 .02 472.00 11800.0 3607.6 8133.0 59.3 1161.0 1174.4 33.4 503.7 69.8 480.00 .45 3.11 6.93 1.78 .080 .050 .065 .000 466.40 1170.00 .001565 170. 220. 150. 2 0 0 .00 230.00 1400.00 *SECNO 6.000 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 100.0 280.0 TYPE= 1 TARGET- 180.000 6.000 18.29 485.09 .00 484.92 486.24 1.15 .17 .18 476.00 11800.0 1069.7 10486.5 243.8 394.5 1155.3 77.0 507.1 70.1 476.00 .45 2.71 9.08 3.17 .080 .050 .065 .000 466.80 100.00 .002722 50. 90. 95. 2 0 0 .00 180.00 280.00 *SECNo 25085.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .50 3470 ENCROACHMENT STATIONS= 1537.0 1627.0 TYPE= 1 TARGET= 90.000 25085.000 17.09 484.19 .00 484.41 487.17 2.98 .38 .55 480.70 11800.0 .0 11800.0 .0 .0 852.1 .0 509.3 70.3 100000.00 .45 .00 13.85 .00 .000 .045 .000 .000 467.10 1537.00 .011014 45. 80. 85. 3 0 0 .00 90.00 1627.00 *SECNO 25135.000 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 1534.0 1623.0 TYPE= 1 TARGET = 89.000 25135.000 18.40 485.40 .00 485.48 487.68 2.28 .44 .07 481.40 11800.0 .0 11800.0 .0 .0 973.7 .0 510.3 70.4 100000.00 .45 .00 12.12 .00 .000 .045 .000 .000 467.00 1534.00 .007258 40. 50. 60. 3 0 0 .00 89.00 1623.00 1 I PAGE 48 1 I I I i i 1 1 I 1 i l 1 1 1 l 1 13MOV92 13:32:55 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELKIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST * SECNO 25185.000 3470 ENCROACHMENT STATIONS= 1100.5 1205.5 TYPE= 1 TARGET= 105.000 25185.000 18.56 486.16 .00 485.96 488.01 1.85 .28 .04 478.00 11800.0 590.2 11150.5 59.4 149.6 996.6 20.6 511.5 70.5 482.20 .45 3.94 11.19 2.88 .080 .045 .060 .000 467.60 1100.50 .004530 50. 50. 40. 2 0 0 .00 105.00 1205.50 * SECNO 25235.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.65 3470 ENCROACHMENT STATIONS= 1072.7 1172.7 TYPE= 1 TARGET= 100.000 25235.000 19.29 487.19 .00 486.70 488.22 1.03 .13 .08 480.50 11800.0 72.2 11621.7 106.0 42.8 1415.8 46.0 513.1 70.6 480.00 .46 1.69 8.21 2.31 .080 .045 .060 .000 467.90 1072.65 .001661 50. 50. 50. 2 0 0 .00 100.00 1172.65 * SECNO 25280.000 3470 ENCROACHMENT STATIONS= 1044.7 1154.7 TYPE- 1 TARGET- 110.000 25280.000 20.26 487.66 .00 487.00 488.31 .66 .06 .04 482.20 11800.0 5.6 11784.2 10.2 8.2 1811.9 10.8 514.8 70.8 481.00 .46 .69 6.50 .94 .080 .045 .060 .000 467.40 1044.65 .000983 55. 45. 25. 2 0 0 .00 110.00 1154.65 * SECNO 25325.000 3470 ENCROACHMENT STATIONS= 1033.0 1163.0 TYPE= 1 TARGET= 130.000 25325.000 20.57 487.87 .00 487.19 488.37 .50 .04 .02 100000.00 11800.0 .0 11800.0 .0 .0 2087.0 .0 516.8 70.9 100000.00 .46 .00 5.65 .00 .000 .045 .000 .000 467.30 1033.00 .000853 50. 45. 30. 2 0 0 .00 130.00 1163.00 1 1 PAGE 49 1 1 1 1 i i 1 1 I 13MOV92 13:32:55 i I 1 1 1 1 1 1 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCN XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST * SECNO 25375.000 3470 ENCROACHMENT STATIONS= 1026.0 1156.0 TYPE= 1 TARGET= 130.000 25375.000 20.04 487.94 .00 487.30 488.41 .47 .04 .00 100000.00 11800.0 .0 11800.0 .0 .0 2135.6 .0 519.2 71.0 100000.00 .46 .00 5.53 .00 .000 .045 .000 .000 467.90 1026.00 .000807 50. 50. 50. 2 0 0 .00 130.00 1156.00 * SECNO 25421.000 3470 ENCROACHMENT STATIONS= 1127.5 1277.5 TYPE= 1 TARGET= 150.000 25421.000 20.11 488.11 .00 487.50 488.46 .35 .03 .01 100000.00 11800.0 .0 11800.0 .0 .0 2503.1 .0 521.7 71.2 100000.00 .47 .00 4.71 .00 .000 .045 .000 .000 468.00 1127.50 .000573 84. 46. 10. 2 0 0 .00 150.00 1277.50 CCHV= .300 CEHV= .500 *SECNo 25422.000 BTCARD, BRIDGE STENCL= 1127.50 STENCR= 1277.50 3265 DIVIDED PLOW 3370 NORMAL BRIDGE, NRD= 4 MIN ELTRD= 495.00 MAX ELLC= 491.75 3470 ENCROACHMENT STATIONS= 1127.5 1277.5 TYPE= 1 TARGET= 150.000 25422.000 20.10 488.10 .00 487.48 488.47 .37 .00 .01 100000.00 11800.0 .0 11800.0 .0 .0 2402.8 .0 521.7 71.2 100000.00 .47 .00 4.91 .00 .000 .028 .000 .000 468.00 1127.50 .000406 1. 1. 1. 6 0 0 .00 145.00 1277.50 * SECNO 25542.000 BTCARD, BRIDGE STENCL= 1127.50 STENCR= 1277.50 3265 DIVIDED PLOW 3370 NORMAL BRIDGE, NRD= 4 MIN ELTRD= 495.00 MAX ELLC= 491.75 i 1 PAGE 50 1 I 1 1 1 1 I t I 13NOV92 13:32:55 1 1 1 1 I 1 1 1 SECHO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTH ELKIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3470 ENCROACHMENT STATIONS= 1127.5 1277.5 TYPE= 1 TARGET= 150.000 25542.000 19.44 488.14 .00 487.52 488.54 .40 .05 .01 100000.00 11800.0 .0 11800.0 .0 .0 2328.8 .0 528.3 71.6 100000.00 .47 .00 5.07 .00 .000 .028 .000 .000 468.70 1127.50 .000442 120. 120. 120. 13 0 0 .00 145.00 1277.50 * SECNO 25543.000 3470 ENCROACHMENT STATIONS= 1127.5 1277.5 TYPE= 1 TARGET= 150.000 25543.000 19.48 488.18 .00 487.56 488.55 .37 .00 .01 100000.00 11800.0 .0 11800.0 .0 .0 2431.2 .0 528.3 71.6 100000.00 .47 .00 4.85 .00 .000 .028 .000 .000 468.70 1127.50 .000243 1. 1. 1. 2 0 0 .00 150.00 1277.50 * SECHO 25568.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .49 3470 ENCROACHMENT STATIONS= 1002.5 1172.5 TYPE= 1 TARGET= 170.000 25568.000 19.19 488.09 .00 487.43 488.66 .57 .01 .10 485.00 11800.0 7.0 11770.0 23.0 9.6 1948.6 28.1 529.6 71.7 485.00 .47 .74 6.04 .82 .080 .045 .080 .000 468.90 1013.82 .001021 5. 25. 75. 2 0 0 .00 158.68 1172.50 CCHV= .100 CEHV= .300 * SECHO 25618.000 3470 ENCROACHMENT STATIONS= 1001.5 1171.5 TYPE= 1 TARGET= 170.000 25618.000 18.60 488.10 .00 487.44 488.73 .63 .05 .02 485.00 11800.0 7.6 11759.6 32.8 9.7 1837.1 36.1 531.8 71.9 485.00 .48 .79 6.40 .91 .080 .045 .080 .000 469.50 1015.79 .001170 20. 50. 50. 1 0 0 .00 155.71 1171.50 * SECHO 25668.000 3470 ENCROACHMENT STATIONS= 1014.5 1204.5 TYPE= 1 TARGET- 190.000 25668.000 19.12 488.22 .00 487.58 488.80 .58 .06 .01 485.00 11800.0 24.8 11737.8 37.3 21.2 1922.3 38.2 534.0 72.1 485.00 .48 1.17 6.11 .98 .080 .045 .080 .000 469.10 1024.85 .001217 55. 50. 50. 2 0 0 .00 179.65 1204.50 l PAGE 51 I I 1 1 1 1 1 1 1 1 1 1 1 1 l 1 1 13NOV92 13:32:55 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-8ANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST * SECNO 25714.000 3470 ENCROACHMENT STATIONS= 1208.0 1388.0 TYPE= 1 TARGET= 180.000 25714.000 18.22 488.22 .00 487.57 488.90 .68 .07 .03 486.00 11800.0 3.7 11792.6 3.7 4.3 1777.0 4.4 536.0 72.2 486.00 .48 .85 6.64 .85 .080 .045 .080 .000 470.00 1208.00 .001960 70. 46. 40. 2 0 0 .00 180.00 1388.00 * SECNO 25754.000 3470 ENCROACHMENT STATIONS= 1126.5 1306.5 TYPE= 1 TARGET- 180.000 25754.000 19.16 488.26 .00 487.71 488.98 .72 .07 .01 481.00 11800.0 534.3 11136.3 129.4 211.9 1594.6 81.2 537.7 72.4 481.00 .48 2.52 6.98 1.59 .080 .045 .080 .000 469.10 1126.50 .001611 45. 40. 30. 1 0 0 .00 180.00 1306.50 * SECNO 25820.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .69 3470 ENCROACHMENT STATIONS= 1158.0 1378.0 TYPE= 1 TARGET= 220.000 25820.000 19.62 488.02 .00 487.94 489.30 1.27 .15 .17 480.00 11900.0 1653.3 7845.6 2401.1 483.3 724.6 611.3 540.5 72.7 481.00 .48 3.42 10.83 3.93 .080 .045 .080 .000 468.40 1158.00 .003423 55. 66. 72. 2 0 0 .00 220.00 1378.00 * SECNO 26170.000 3470 ENCROACHMENT STATIONS= 1045.0 1239.1 TYPE= 1 TARGET= 194.140 26170.000 19.09 489.29 .00 488.34 490.59 1.30 1.29 .01 480.00 11900.0 .0 7556.1 4343.9 .0 687.3 980.4 552.9 74.1 485.00 .49 .00 10.99 4.43 .000 .045 .080 .000 470.20 1045.00 .004720 450. 350. 230. 2 0 0 .00 194.14 1239.14 1 1 PAGE 52 13NOV92 13:32:55 PAGE 53 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST * SECNO 26550.000 3470 ENCROACHMENT STATIONS= 1040.0 1140.0 TYPE= 1 TARGET= 100.000 26550.000 19.66 490.76 .00 489.89 492.28 1.52 1.62 .06 485.00 11900.0 .0 11900.0 .0 .0 1203.6 .0 565.0 75.4 100000.00 .51 .00 9.89 .00 .000 .045 .000 .000 471.10 1040.00 .003977 380. 380. 350. 2 0 0 .00 100.00 1140.00 * SECNO 26880.000 3470 ENCROACHMENT STATIONS= 1733.0 1843.0 TYPE= 1 TARGET- 110.000 26880.000 18.% 491.86 .00 491.04 493.62 1.76 1.27 .07 484.80 11900.0 332.5 11330.3 237.2 94.9 1039.4 80.8 574.2 76.2 486.70 .51 3.50 10.90 2.94 .070 .045 .075 .000 472.90 1733.00 .003731 360. 330. 300. 2 0 0 .00 110.00 1843.00 * SECNO 27050.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .68 3470 ENCROACHMENT STATIONS= 1000.0 1125.5 TYPE= 1 TARGET= 125.500 27050.000 19.38 492.38 .00 491.73 494.49 2.11 .76 .10 487.00 10500.0 180.6 9176.2 1143.2 52.8 743.7 239.6 578.3 76.6 486.90 .52 3.42 12.34 4.77 .065 .045 .070 .000 473.00 1003.37 .006279 185. 165. 110. 2 0 0 .00 122.13 1125.50 * SECNO 27400.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.80 3470 ENCROACHMENT STATIONS= 1585.0 2000.0 TYPE= 1 TARGET= 415.000 27400.000 21.28 495.18 .00 494.70 495.92 .73 1.29 .14 493.20 10500.0 2689.8 7683.4 126.9 1130.3 973.2 55.1 592.5 78.8 487.40 .54 2.38 7.89 2.30 .065 .045 .070 .000 473.90 1585.00 .001931 360. 420. 300. 3 0 0 .00 415.00 2000.00 I 1 I 1 I 1 1 1 1 I I 1 I 13NOV92 13:32:55 SECNO DEPTH CVSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST CCHV= .300 CEHV- .500 H3 QWEIR QLOW BAREA TRAPEZOID ELLC ELTRD WEIRLN * SECNO 27540.000 AREA .00 4 96.75 .22 0. 10500. 3301 HV CHANGED MORE THAN HVINS 1243. 498.50 4 96.80 0. 3470 ENCROACHMENT STATIONS= 1960.5 2067.5 TYPE= 1 TARGET= 107.000 3470 ENCROACHMENT STATIONS= 1960.5 2067.5 TYPE= 1 TARGET= 107.000 27570.000 20.28 3495 OVERSAW AREA ASSUMED NONEFFECTIVE, ELLEA= 495.00 ELREA= 498.50 .22 .00 100000.00 27540.000 20.26 495.26 .00 494.68 4 %.54 1.27 .35 .27 100000.00 10500.0 .0 10500.0 .0 .0 1159.1 .0 597.8 79.7 100000.00 .54 .00 9.06 .00 .000 .045 .000 .000 475.00 1960.50 .003353 140. 140. 140. 2 0 0 .00 97.64 2058.14 SPECIAL BRIDGE SS XK XKOR COFQ RDLEN BWC BWP BAREA SS ELCHU ELCHD 1.05 2.34 2.50 .00 17.00 4.00 1279.15 3.00 480.20 480.00 * SECNO 27570.000 BTCARD, BRIDGE STENCL= 1960.50 STENCR= 2067.50 CLASS A LOW FLOW 3420 BRIDGE W.S.= 494.76 BRIDGE VELOCITY- 12.57 CALCULATED CHANNEL AREA = 825. EGPRS EGLWC H3 QWEIR QLOW BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA .00 4 96.75 .22 0. 10500. 1279. 1243. 498.50 4 96.80 0. 3470 ENCROACHMENT STATIONS= 1960.5 2067.5 TYPE= 1 TARGET= 107.000 3495 OVERSAW AREA ASSUMED NONEFFECTIVE, ELLEA= 495.20 ELREA= 498.70 27570.000 20.28 495.48 .00 494.92 4 96.75 1.27 .22 .00 100000.00 10500.0 .0 10500.0 .0 .0 1160.9 .0 598.6 79.7 100000.00 .54 .00 9.04 .00 .000 .045 .000 .000 475.20 1960.50 .003338 30. 30. 30. 0 0 0 .00 97.67 2058.17 1 1 PAGE 54 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 l 1 l 1 1 13NOV92 13:32:55 PAGE 55 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q GLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTI! ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST CCHV= .100 CEHV= .300 * SECNO 27620.000 3470 ENCROACHMENT STATIONS= 1548.0 1992.0 TYPE= 1 TARGET- 443.960 27620.000 20.64 496.14 .00 495.62 496.94 .80 .14 .05 494.80 10500.0 2810.7 7689.3 .0 1085.3 930.6 .0 600.4 80.0 100000.00 2.59 8.26 .00 .065 .045 .000 .000 475.50 1548.04 .54 .002528 50. 50. 50. 3 0 0 .00 443.96 1992.00 CCHV= .100 CEHV- .300 * SECNO 30130.000 3470 ENCROACHMENT STATIONS= 2094.9 2222.0 TYPE= 1 TARGET- 127.080 30130.000 18.99 502.69 .00 502.18 503.87 1.18 6.81 .11 492.30 10500.0 4319.9 6180.1 .0 733.1 603.5 .0 678.0 91.7 100000.00 5.89 10.24 .00 .065 .045 .000 .000 483.70 2094.92 .61 .003878 1600. 2510. 2000. 2 0 0 .00 127.08 2222.00 CCHV= .300 CEHV= .500 * SECNO 30189.000 3470 ENCROACHMENT STATIONS= 2155.5 2245.5 TYPE= 1 TARGET- 90.000 30189.000 15.92 502.72 .00 502.14 504.32 1.60 .24 .21 100000.00 10500.0 .0 10500.0 .0 .0 1033.4 .0 679.6 91.8 100000.00 .00 10.16 .00 .000 .045 .000 .000 486.80 2155.50 .62 .004287 59. 59. 59. 2 0 0 .00 90.00 2245.50 * SECNO 30190.000 BTCARD, BRIDGE STENCL= 2155.50 STENCR= 2245.50 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .48 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 513.30 MAX ELLC= 510.40 3470 ENCROACHMENT STATIONS= 2155.5 2245.5 TYPE= 1 TARGET= 90.000 i 1 1 1 1 1 1 1 1 1 1 1 1 13NOV92 13:32:55 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELKIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 30190.000 15.77 502.57 .00 501.97 504.48 1.91 .01 .16 100000.00 10500.0 .0 10500.0 .0 .0 945.7 .0 679.7 91.8 100000.00 62 .00 11.10 .00 .000 .045 .000 .000 486.80 2155.50 .018521 1. 1. 1. 12 0 0 .00 84.00 2245.50 *SECNO 30200.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD 2 MIN ELTRD= 513.30 MAX ELLC= 510.40 3470 ENCROACHMENT STATIONS= 2155.5 2245.5 TYPE= 1 TARGET = 90.000 30200.000 16.08 502.88 .00 502.39 504.69 1.81 .18 .03 100000.00 10500.0 .0 10500.0 .0 .0 972.2 .0 679.9 91.8 100000.00 .62 .00 10.80 .00 .000 .045 .000 .000 486.80 2155.50 .017301 10. 10. 10. 2 0 0 .00 84.00 2245.50 *SECNO 30201.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.19 3470 ENCROACHMENT STATIONS= 2155.5 2245.5 TYPE= 1 TARGET= 90.000 30201.000 16.58 503.38 .00 502.98 504.82 1.43 .01 .11 100000.00 10500.0 .0 10500.0 .0 .0 1093.9 .0 679.9 91.8 100000.00 .62 .00 9.60 .00 .000 .045 .000 .000 486.80 2155.50 .003608 1. 1. 1. 2 0 0 .00 90.00 2245.50 CCHV= .100 CEHV= .300 *SECNO 30250.000 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS = 2066.9 2222.0 TYPE= 1 TARGET- 155.050 30250.000 20.48 504.28 .00 504.02 505.02 .74 .14 .07 492.40 10500.0 4948.7 5551.3 .0 1020.6 666.4 .0 681.5 92.0 100000.00 4.85 8.33 .00 .065 .045 .000 .000 483.80 2066.95 .62 .002332 49. 49. 49. 2 0 0 .00 155.05 2222.00 1 ] PAGE 56 1 1 1 1 1 1 1 1 ) 1 1 1 1 1 ) 1 1 1 1 l ) 1 1 13NOV92 13:32:55 PAGE 57 SECHO DEPTH CYSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 31310.000 3470 ENCROACHMENT STATIONS= 1734.4 1920.0 TYPE= 1 TARGET= 185.600 31310.000 18.69 506.49 .00 506.15 507.09 .60 2.05 .01 490.70 10500.0 6076.5 4423.5 .0 1187.5 590.7 .0 715.8 95.2 100000.00 5.12 7.49 .00 .065 .045 .000 .000 487.80 1734.40 .66 .002240 750. 1060. 500. 2 0 0 .00 179.99 1914.39 I 1 1 I I 1 I I 1 I l 1 1 1 1 13NOV92 13:32:55 PAGE 58 THIS RUN EXECUTED 13NOV92 13:33:22 I 1 1 1 ****** * * * * * * * * * * * * * * * * * * * * * * * * * * ** * ** HEC -2 WATER SURFACE PROFILES Version 4.6.0; February 1991 ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** NOTE- ASTERISK M AT LEFT OF CROSS- SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST GRAPEVINE CREEK FILE SUMMARY PRINTOUT TABLE 150 SECNO XLCH ELTRD ELLC ELKIN Q CWSEL CRIWS EG 10*KS VCH AREA 01K 15350.000 .00 .00 .00 441.30 11000.00 457.86 .00 458.56 33.36 8.45 2389.70 1904.55 15350.000 .00 .00 .00 441.30 11000.00 457.69 .00 458.49 37.62 8.89 2191.63 1793.46 * 15440.000 90.00 .00 .00 439.70 11000.00 458.35 .00 458.90 14.91 5.96 1845.63 2848.79 * 15440.000 90.00 .00 .00 439.70 11000.00 458.32 .00 458.87 15.03 5.98 1840.90 2837.42 15470.000 30.00 460.50 459.00 439.70 11000.00 458.40 .00 458.95 14.72 5.94 1853.29 2867.26 15470.000 30.00 460.50 459.00 439.70 11000.00 458.37 .00 458.92 14.83 5.95 1848.63 2856.02 * 15520.000 50.00 .00 .00 441.30 11000.00 458.30 .00 459.26 33.58 8.76 2127.15 1898.17 * 15520.000 50.00 .00 .00 441.30 11000.00 458.26 .00 459.24 34.03 8.80 2007.27 1885.69 15600.000 80.00 .00 .00 441.60 11000.00 458.78 .00 459.54 21.78 6.96 1579.50 2357.11 15600.000 80.00 .00 .00 441.60 11000.00 458.76 .00 459.52 21.89 6.98 1576.92 2351.18 15610.000 10.00 461.70 459.40 441.60 11000.00 460.00 .00 460.62 16.24 6.33 1736.75 2729.57 15610.000 10.00 461.70 459.40 441.60 11000.00 459.98 .00 460.60 16.32 6.34 1733.91 2722.71 15630.000 20.00 .00 .00 441.70 11000.00 460.07 .00 460.66 13.06 6.53 2018.59 3044.23 15630.000 20.00 .00 .00 441.70 11000.00 460.03 .00 460.64 13.44 6.61 1969.06 3000.41 15640.000 10.00 .00 .00 441.70 11000.00 460.12 .00 460.68 12.20 6.34 2049.29 3149.22 15640.000 10.00 .00 .00 441.70 11000.00 460.08 .00 460.65 12.53 6.41 1998.29 3108.09 15650.000 10.00 .00 .00 441.70 11000.00 460.13 .00 460.69 12.16 6.34 2051.73 3154.24 15650.000 10.00 .00 .00 441.70 11000.00 460.09 .00 460.67 12.48 6.41 2001.38 3113.55 15660.000 10.00 .00 .00 441.70 11000.00 460.01 .00 460.76 16.83 7.43 1783.77 2681.28 15660.000 10.00 .00 .00 441.70 11000.00 459.96 .00 460.74 17.31 7.52 1737.92 2643.71 15680.000 20.00 .00 .00 441.73 11000.00 460.30 .00 460.82 18.04 5.79 1901.46 2589.64 _ 15680.000 20.00 .00 .00 441.73 11000.00 460.28 .00 460.80 18.20 5.80 1897.51 2578.59 1 1 1 I 1 I 1 1 I 1 I 1 1 I I 1 1 PAGE 59 13NOV92 13:32:55 SECHO XLCH ELTRO ELLC ELMIN C CWSEL CRIWS EG 10*KS VCH AREA OIK 15730.000 50.00 .00 .00 441.75 11000.00 460.45 .00 460.92 460.90 17.07 17.24 5.46 5.47 2014.74 2010.13 2662.03 2649.61 15730.000 50.00 .00 .00 441.75 11000.00 460.43 .00 * 16480.000 750.00 .00 .00 442.70 11000.00 461.55 .00 461.70 6.74 8.02 4.21 4.59 4696.56 4158.12 4235.85 3884.21 * 16480.000 750.00 .00 .00 442.70 11000.00 461.58 .00 461.77 * 17600.000 1120.00 .00 .00 445.00 11800.00 462.53 .00 463.16 24.97 25.39 7.75 7.89 2890.64 2689.54 2361.26 2341.85 * 17600.000 1120.00 .00 .00 445.00 11800.00 462.72 .00 463.39 * 17980.000 380.00 .00 .00 446.10 11800.00 463.64 .00 463.84 10.25 14.26 4.24 5.07 3888.99 2839.72 3685.79 3124.58 17980 380.00 .00 .00 446.10 11800.00 463.84 .00 464.18 18150.000 170.00 .00 .00 446.60 11800.00 463.75 .00 464.11 464.63 17.89 29.72 6.40 8.32 3244.69 2197.11 2789.98 2164.38 * 18150.000 170.00 .00 .00 446.60 11800.00 463.90 .00 18210.000 60.00 .00 .00 446.80 11800.00 463.86 .00 464.23 464.89 22.04 41.12 6.87 9.46 3099.41 2002.61 2513.20 1840.18 18210.000 60.00 .00 .00 446.80 11800.00 464.01 .00 18240.000 30.00 .00 .00 446.90 11800.00 463.65 .00 464.45 465.22 44.31 66.62 9.00 11.12 2280.46 1560.49 1772.68 1445.71 18240.000 30.00 .00 .00 446.90 11800.00 463.75 .00 18320.000 80.00 .00 .00 447.10 11800.00 464.20 .00 464.76 28.98 51.27 7.78 10.47 2725.43 1633.21 2192.09 1647.99 18320.000 80.00 .00 .00 447.10 11800.00 464.40 .00 465.70 18450.000 130.00 .00 .00 447.50 11800.00 464.54 .00 465.15 466.48 28.39 53.82 8.02 11.24 2696.32 1419.90 2214.60 1608.44 18450.000 130.00 .00 .00 447.50 11800.00 464.87 .00 * 18500.000 50.00 .00 .00 447.60 11800.00 464.20 .00 465.58 466.76 60.55 56.32 10.34 10.59 1744.12 1280.89 1516.38 1572.41 18500.000 50.00 .00 .00 447.60 11800.00 465.14 .00 * 18514.000 14.00 .00 .00 448.68 11800.00 464.18 .00 465.69 21.68 18.24 9.83 10.34 1202.69 1140.67 2534.27 2763.22 * 18514.000 14.00 .00 .00 448.68 11800.00 465.16 .00 466.82 18515.000 1.00 470.50 469.76 448.68 11800.00 464.12 .00 465.75 31.08 10.26 1152.31 2116.77 18515.000 1.00 470.50 469.76 448.68 11800.00 465.08 .00 466.91 29.29 10.86 1086.78 2180.27 18565.000 50.00 470.50 469.84 448.49 11800.00 464.47 .00 465.95 26.93 9.75 1213.72 1129.71 2273.89 2297.29 18565.000 50.00 470.50 469.84 448.49 11800.00 465.40 .00 467.09 26.38 10.45 18566.000 1.00 .00 448.49 11800.00 464.42 .00 466.00 17.18 10.16 1249.15 2847.07 18566.000 1.00 .00 .00 .00 448.49 11800.00 465.36 .00 467.13 18.21 10.68 1104.95 2765.30 18600.000 34.00 .00 .00 447.40 11800.00 466.06 .00 466.42 17.27 18.45 5.56 6.13 3003.21 2250.54 2839.60 2747.40 18600.000 34.00 .00 .00 447.40 11800.00 467.05 .00 467.57 18615.000 15.00 .00 .00 447.40 11800.00 466.09 .00 466.45 467.61 16.99 17.34 5.53 5.97 3022.57 2322.91 2862.96 2833.39 18615.000 15.00 .00 .00 447.40 11800.00 467.12 .00 * 18650.000 35.00 .00 .00 447.50 11800.00 465.82 .00 466.91 468.09 44.69 42.34 9.96 10.19 2186.15 1723.76 1765.08 1813.52 * 18650.000 35.00 .00 .00 447.50 11800.00 466.82 .00 1 1 1 1 1 1 1 I I I 1 I 1 I I I I I 1 13NOV92 13:32:55 PAGE 60 SECNO XLCH ELTRO ELLC ELMIN Q CWSEL CRIWS E6 10*KS VCH AREA .01K * 510.00 .00 .00 449.00 11800.00 467.70 .00 468.29 20.74 7.12 2963.38 2591.35 .100 * .100 510.00 .00 .00 449.00 11800.00 468.75 .00 469.46 20.11 7.39 2303.85 2631.51 * 390.00 .00 .00 450.20 11800.00 468.57 .00 469.50 52.36 9.53 2449.54 1630.76 .200 * .200 390.00 .00 .00 450.20 11800.00 469.60 .00 470.59 45.45 9.46 2082.62 1750.28 450.00 .00 .00 451.00 11800.00 470.47 .00 470.99 27.41 7.87 3104.46 2253.71 .300 .300 450.00 .00 .00 451.00 11800.00 471.40 .00 471.92 23.28 7.59 2872.97 2445.52 20540.000 540.00 .00 .00 452.60 11800.00 471.47 .00 471.% 16.02 6.57 3032.10 2948.32 20540.000 540.00 .00 .00 452.60 11800.00 472.29 .00 472.73 13.07 6.17 3086.11 3264.25 435.00 .00 .00 454.00 11800.00 472.21 .00 472.49 10.55 5.02 3485.36 3632.74 .500 .500 435.00 .00 .00 454.00 11800.00 472.91 .00 473.17 8.79 4.78 3549.45 3979.50 * 390.00 .00 .00 455.00 11800.00 471.87 469.42 473.87 73.94 11.85 1410.53 1372.29 .600 * .600 390.00 .00 .00 455.00 11800.00 472.58 .00 474.34 61.92 11.11 1395.45 1499.51 21690.000 325.00 .00 .00 455.90 11800.00 474.13 473.10 476.03 63.21 11. % 1562.51 1484.13 21690.000 325.00 .00 .00 455.90 11800.00 474.34 .00 476.46 66.09 12.36 1288.80 1451.45 * 1.000 530.00 .00 .00 455.50 11800.00 476.99 .00 477.98 22.59 8.87 1951.03 2482.84 * 1.000 530.00 .00 .00 455.50 11800.00 477.37 .00 478.51 23.67 9.23 1673.86 2425.43 * 22600.000 380.00 .00 .00 458.60 11800.00 477.72 .00 479.40 50.52 11.99 1612.90 1660.15 22600.000 380.00 .00 .00 458.60 11800.00 478.21 .00 479.90 47.39 11.87 1527.87 1714.20 2.000 570.00 .00 .00 459.60 11800.00 480.18 .00 481.51 28.27 10.00 1580.58 2219.35 2.000 570.00 .00 .00 459.60 11800.00 480.59 .00 481.87 26.18 9.80 1574.55 2306.25 23900.000 730.00 .00 .00 463.00 11800.00 482.51 .00 483.04 15.05 6.04 2376.81 3041.50 23900.000 730.00 .00 .00 463.00 11800.00 482.78 .00 483.28 13.64 5.85 2458.44 3194.74 3.000 465.00 .00 .00 463.80 11800.00 483.11 .00 483.71 13.52 6.54 2215.81 3208.84 3.000 465.00 .00 .00 463.80 11800.00 483.31 .00 483.94 13.62 6.63 2083.36 3197.95 * 4.000 560.00 .00 .00 464.84 11800.00 483.90 .00 484.93 31.60 8.23 1516.05 2099.20 * 4.000 560.00 .00 .00 464.84 11800.00 484.14 .00 485.13 30.58 8.05 1557.73 2133.92 5.000 145.00 .00 .00 465.90 11800.00 484.57 .00 485.32 19.85 7.27 1966.79 2648.53 5.000 145.00 .00 .00 465.90 11800.00 484.72 .00 485.51 19.93 7.34 1836.74 2643.49 24930.000 220.00 .00 .00 466.40 11800.00 485.14 .00 485.72 16.44 7.04 2352.49 2910.24 24930.000 220.00 .00 .00 466.40 11800.00 485.34 .00 485.90 15.65 6.93 2368.75 2982.92 6.000 90.00 .00 .00 466.80 11800.00 484.92 .00 486.06 27.63 9.07 1709.44 2244.% 6.000 90.00 .00 .00 466.80 11800.00 485.09 .00 486.24 27.22 9.08 1626.77 2261.88 * 25085.000 80.00 .00 .00 467.10 11800.00 484.41 483.40 486.77 82.12 12.71 1102.95 1302.12 * 25085.000 80.00 .00 .00 467.10 11800.00 484.19 .00 487.17 110.14 13.85 852.13 1124.39 I 1 I I 13NOV92 l 13:32:55 I 1 1 1 1 I I 1 I I I PAGE 61 I SECNO XLCH ELTRD ELLC ELMIN G CNSEL CRIVS EG 10*KS VCH AREA OIK 25135.000 50.00 .00 .00 467.00 11800.00 485.48 .00 487.16 51.65 10.87 1351.33 1641.82 25135.000 50.00 .00 .00 467.00 11800.00 485.40 .00 487.68 72.58 12.12 973.75 1385.04 25185.000 50.00 .00 .00 467.60 11800.00 485.% .00 487.40 39.23 10.30 1446.70 1883.90 25185.000 50.00 .00 .00 467.60 11800.00 486.16 .00 488.01 45.30 11.19 1166.77 1753.12 * 25235.000 50.00 .00 467.90 11800.00 486.70 .00 487.58 15.70 7.82 1810.58 2977.88 * 25235.000 50.00 .00 .00 .00 467.90 11800.00 487.19 .00 488.22 16.61 8.21 1504.52 2895.43 25280.000 45.00 .00 .00 467.40 11800.00 487.00 .00 487.66 10.68 6.60 1901.02 3610.14 25280.000 45.00 .00 .00 467.40 11800.00 487.66 .00 488.31 9.83 6.50 1830.92 3763.11 25325.000 45.00 .00 .00 467.30 11800.00 487.19 .00 487.72 9.62 5.82 2038.06 3804.88 25325.000 45.00 .00 .00 467.30 11800.00 487.87 .00 488.37 8.53 5.65 2086.98 4041.34 25375.000 50.00 .00 .00 467.90 11800.00 487.30 .00 487.77 9.23 5.47 2158.85 3883.28 25375.000 50.00 .00 .00 467.90 11800.00 487.94 .00 488.41 8.07 5.53 2135.56 4154.19 25421.000 46.00 .00 .00 468.00 11800.00 487.50 .00 487.82 6.20 4.55 2590.57 4739.10 25421.000 46.00 .00 .00 468.00 11800.00 488.11 .00 488.46 5.73 4.71 2503.13 4929.37 25422.000 1.00 495.00 491.75 468.00 11800.00 487.48 .00 487.83 4.07 4.73 2494.30 5848.97 25422.000 1.00 495.00 491.75 468.00 11800.00 488.10 .00 488.47 4.06 4.91 2402.81 5855.51 25542.000 120.00 495.00 491.75 468.70 11800.00 487.52 .00 487.89 4.46 4.88 2415.94 5589.70 25542.000 120.00 495.00 491.75 468.70 11800.00 488.14 .00 488.54 4.42 5.07 2328.79 5609.89 25543.000 1.00 .00 .00 468.70 11800.00 487.56 .00 487.90 2.64 4.69 2515.87 7261.65 25543.000 1.00 .00 .00 468.70 11800.00 488.18 .00 488.55 2.43 4.85 2431.17 7566.05 * 25568.000 25.00 .00 .00 468.90 11800.00 487.43 .00 488.06 11.% 6.34 1882.15 3411.74 * 25568.000 25.00 .00 .00 468.90 11800.00 488.09 .00 488.66 10.21 6.04 1986.24 3692.68 25618.000 50.00 .00 .00 469.50 11800.00 487.44 .00 488.14 13.77 6.73 1781.41 3179.55 25618.000 50.00 .00 .00 469.50 11800.00 488.10 .00 488.73 11.70 6.40 1882.79 3449.48 25668.000 50.00 .00 .00 469.10 11800.00 487.58 .00 488.22 14.52 6.44 1872.33 3096.56 25668.000 50.00 .00 .00 469.10 11800.00 488.22 .00 488.80 12.17 6.11 1981.61 3382.87 25714.000 46.00 .00 .00 470.00 11800.00 487.57 .00 488.34 24.30 7.07 1713.21 2393.88 25714.000 46.00 .00 .00 470.00 11800.00 488.22 .00 488.90 19.60 6.64 1785.64 2665.63 25754.000 40.00 .00 .00 469.10 11800.00 487.71 .00 488.43 17.70 7.10 1983.% 2804.53 25754.000 40.00 .00 .00 469.10 11800.00 488.26 .00 488.98 16.11 6.98 1887.67 2940.31 25820.000 66.00 .00 .00 468.40 11900.00 487.94 .00 488.57 20.99 8.45 2747.76 2597.46 * 25820.000 66.00 .00 .00 468.40 11900.00 488.02 .00 489.30 34.23 10.83 1819.08 2034.09 * 26170.000 350.00 .00 .00 470.20 11900.00 488.34 .00 489.75 46.68 11.62 1765.86 1741.78 26170.000 350.00 .00 .00 470.20 11900.00 489.29 .00 490.59 47.20 10.99 1667.67 1732.11 I 1 1 13NOV92 13:32:55 PAGE 62 SECNO XLCH ELTRD ELLC ELNIN Q CWSEL CRIWS EG 10*KS VCH AREA .01K 26550.000 380.00 .00 .00 471.10 11900.00 489.89 .00 491.42 40.85 10.15 1327.36 1861.92 26550.000 380.00 .00 .00 471.10 11900.00 490.76 .00 492.28 39.77 9.89 1203.58 1887.10 26880.000 330.00 .00 .00 472.90 11900.00 491.04 .00 492.93 44.14 11.38 1253.72 1791.24 26880.000 330.00 .00 .00 472.90 11900.00 491.86 .00 493.62 37.31 10.90 1215.00 1948.11 * 27050.000 165.00 .00 .00 473.00 10500.00 491.73 .00 493.88 70.13 12.62 1090.97 1253.82 * 27050.000 165.00 .00 .00 473.00 10500.00 492.38 .00 494.49 62.79 12.34 1036.13 1325.08 * 27400.000 420.00 .00 .00 473.90 10500.00 494.70 .00 495.28 17.43 7.34 2575.17 2515.18 * 27400.000 420.00 .00 .00 473.90 10500.00 495.18 .00 495.92 19.31 7.89 2158.60 2389.67 * 27540.000 140.00 .00 .00 475.00 10500.00 494.68 .00 495.99 38.44 9.20 1141.36 1693.63 27540.000 140.00 .00 .00 475.00 10500.00 495.26 .00 496.54 33.53 9.06 1159.07 1813.31 27570.000 30.00 496.80 498.50 475.20 10500.00 494.92 .00 496.23 37.96 9.16 1146.16 1704.28 27570.000 30.00 496.80 498.50 475.20 10500.00 495.48 .00 496.75 33.38 9.04 1160.89 1817.46 27620.000 50.00 .00 .00 475.50 10500.00 495.62 .00 496.43 24.40 8.40 2167.49 2125.65 27620.000 50.00 .00 .00 475.50 10500.00 496.14 .00 496.94 25.28 8.26 2015.94 2088.54 30130.000 2510.00 .00 .00 483.70 10500.00 502.18 .00 503.30 40.52 10.32 1445.17 1649.53 30130.000 2510.00 .00 .00 483.70 10500.00 502.69 .00 503.87 38.78 10.24 1336.56 1686.02 30189.000 59.00 .00 .00 486.80 10500.00 502.14 .00 503.87 51.45 10.57 993.49 1463.87 30189.000 59.00 .00 .00 486.80 10500.00 502.72 .00 504.32 42.87 10.16 1033.35 1603.70 * 30190.000 1.00 513.30 510.40 486.80 10500.00 501.97 .00 504.06 213.88 11.61 904.44 717.97 * 30190.000 1.00 513.30 510.40 486.80 10500.00 502.57 .00 504.48 185.21 11.10 945.72 771.53 30200.000 10.00 513.30 510.40 486.80 10500.00 502.39 .00 504.32 193.28 11.13 943.35 755.27 30200.000 10.00 513.30 510.40 486.80 10500.00 502.88 .00 504.69 173.01 10.80 972.21 798.27 * 30201.000 1.00 .00 .00 486.80 10500.00 502.98 .00 504.46 40.60 9.75 1076.76 1647.91 * 30201.000 1.00 .00 .00 486.80 10500.00 503.38 .00 504.82 36.08 9.60 1093.94 1748.04 30250.000 49.00 .00 .00 483.80 10500.00 504.02 .00 504.68 21.81 8.19 1952.22 2248.51 30250.000 49.00 OD .00 483.80 10500.00 504.28 .00 505.02 23.32 8.33 1687.02 2174.48 31310.000 1060.00 .00 .00 487.80 10500.00 506.15 .00 506.65 21.97 7.34 2088.91 2239.89 31310.000 1060.00 .00 .00 487.80 10500.00 506.49 .00 507.09 22.40 7.49 1778.17 2218.55 1 I 1 13NOV92 1 13:32:55 1 I 1 1 1 1 1 GRAPEVINE CREEK FILE SUMMARY PRINTOUT TABLE 150 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 15350.000 11000.00 457.86 .00 .00 .00 619.07 .00 15350.000 11000.00 457.69 -.17 .00 -.17 505.43 .00 * 15440.000 11000.00 458.35 .00 .49 .00 147.00 90.00 * 15440.000 11000.00 458.32 -.03 .63 -.03 147.00 90.00 15470.000 11000.00 458.40 .00 .05 .00 147.00 30.00 15470.000 11000.00 458.37 -.03 .05 -.03 147.00 30.00 * 15520.000 11000.00 458.30 .00 -.10 .00 656.50 50.00 * 15520.000 11000.00 458.26 -.04 -.10 -.04 505.47 50.00 15600.000 11000.00 458.78 .00 .48 .00 129.00 80.00 15600.000 11000.00 458.76 -.02 .50 -.02 129.00 80.00 15610.000 11000.00 460.00 .00 1.22 .00 129.00 10.00 15610.000 11000.00 459.98 -.02 1.22 -.02 129.00 10.00 15630.000 11000.00 460.07 .00 .07 .00 198.68 20.00 15630.000 11000.00 460.03 -.04 .05 -.04 180.40 20.00 15640.000 11000.00 460.12 .00 .05 .00 194.28 10.00 15640.000 11000.00 460.08 -.04 .05 -.04 174.60 10.00 15650.000 11000.00 460.13 .00 .01 .00 194.42 10.00 15650.000 11000.00 460.09 -.04 .01 -.04 174.87 10.00 15660.000 11000.00 460.01 .00 -.12 .00 175.11 10.00 15660.000 11000.00 459.96 -.05 -.13 -.05 157.64 10.00 15680.000 11000.00 460.30 .00 .29 .00 190.78 20.00 15680.000 11000.00 460.28 -.02 .32 -.02 189.61 20.00 15730.000 11000.00 460.45 .00 .15 .00 213.05 50.00 15730.000 11000.00 460.43 -.02 .15 -.02 210.46 50.00 * 16480.000 11000.00 461.55 .00 1.10 .00 744.56 750.00 * 16480.000 11000.00 461.58 .03 1.14 .03 638.00 750.00 * 17600.000 11800.00 462.53 .00 .98 .00 733.13 1120.00 * 17600.000 11800.00 462.72 .19 1.15 .19 615.00 1120.00 * 17980.000 11800.00 463.64 .00 1.11 .00 643.54 380.00 17980.000 11800.00 463.84 .20 1.12 .20 367.00 380.00 18150.000 11800.00 463.75 .00 .12 .00 584.72 170.00 * 18150.000 11800.00 463.90 .15 .06 .15 328.00 170.00 I I 1 1 PAGE 63 I I 1 I } 1 ) } } 1 } 1 1 1 l 13NOV92 13:32:55 SECNO Q CWSEL DIFWSP DIFWSX DIFKSS TOPWID XLCH 18210.000 11800.00 463.86 .00 .11 .00 573.63 60.00 18210.000 11800.00 464.01 .15 .11 .15 310.00 60.00 18240.000 11800.00 463.65 .00 -.21 .00 537.23 30.00 18240.000 11800.00 463.75 .10 -.25 .10 283.00 30.00 18320.000 11800.00 464.20 .00 .55 .00 577.83 80.00 18320.000 11800.00 464.40 .20 .64 .20 255.00 80.00 18450.000 11800.00 464.54 .00 .34 .00 591.61 130.00 18450.000 11800.00 464.87 .33 .48 .33 190.00 130.00 * 18500.000 11800.00 464.20 .00 -.35 .00 568.50 50.00 18500.000 11800.00 465.14 .94 .26 .94 165.00 50.00 * 18514.000 11800.00 464.18 .00 -.01 .00 148.64 14.00 * 18514.000 11800.00 465.16 .98 .02 .98 100.00 14.00 18515.000 11800.00 464.12 .00 -.06 .00 143.24 1.00 18515.000 11800.00 465.08 .% -.08 .% 95.00 1.00 18565.000 11800.00 464.47 .00 .35 .00 144.63 50.00 18565.000 11800.00 465.40 .92 .32 .92 95.00 50.00 18566.000 11800.00 464.42 .00 -.05 .00 149.31 1.00 18566.000 11800.00 465.36 .94 -.04 .94 90.00 1.00 18600.000 11800.00 466.06 .00 1.64 .00 553.97 34.00 18600.000 11800.00 467.05 .99 1.69 .99 250.00 34.00 18615.000 11800.00 466.09 .00 .03 .00 554.% 15.00 18615.000 11800.00 467.12 1.03 .07 1.03 260.00 15.00 * 18650.000 11800.00 465.82 .00 -.28 .00 631.64 35.00 * 18650.000 11800.00 466.82 1.01 -.30 1.01 280.00 35.00 * .100 11800.00 467.70 .00 1.89 .00 589.20 510.00 * .100 11800.00 468.75 1.05 1.93 1.05 290.00 510.00 * .200 11800.00 468.57 .00 .87 .00 632.27 390.00 * .200 11800.00 469.60 1.03 .85 1.03 350.00 390.00 .300 11800.00 470.47 .00 1.89 .00 577.33 450.00 .300 11800.00 471.40 .94 1.80 .94 370.00 450.00 20540.000 11800.00 471.47 .00 1.00 .00 463.15 540.00 20540.000 11800.00 472.29 .83 .89 .83 370.00 540.00 .500 11800.00 472.21 .00 .74 .00 457.93 435.00 .500 11800.00 472.91 .70 .61 .70 350.00 435.00 1 1 1 1 PAGE 64 1 1 1 1 i � t 13NOV92 ► 13:32:55 i i t t i t t SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH * .600 11800.00 471.87 .00 -.34 .00 389.96 390.00 * .600 11800.00 472.58 .71 -.33 .71 250.00 390.00 21690.000 11800.00 474.13 .00 2.26 .00 393.96 325.00 21690.000 11800.00 474.34 .21 1.76 .21 200.00 325.00 * 1.000 11800.00 476.99 .00 2.85 .00 284.53 530.00 * 1.000 11800.00 477.37 .38 3.03 .38 180.00 530.00 * 22600.000 11800.00 477.72 .00 .74 .00 266.32 380.00 22600.000 11800.00 478.21 .49 .84 .49 200.00 380.00 2.000 11800.00 480.18 .00 2.46 .00 210.42 570.00 2.000 11800.00 480.59 .41 2.38 .41 180.00 570.00 23900.000 11800.00 482.51 .00 2.33 .00 366.31 730.00 23900.000 11800.00 482.78 .27 2.20 .27 348.64 730.00 3.000 11800.00 483.11 .00 .60 .00 286.13 465.00 3.000 11800.00 483.31 .20 .52 .20 220.00 465.00 * 4.000 11800.00 483.90 .00 .79 .00 187.88 560.00 * 4.000 11800.00 484.14 .24 .83 .24 192.50 560.00 5.000 11800.00 484.57 .00 .67 .00 299.48 145.00 5.000 11800.00 484.72 .15 .58 .15 206.35 145.00 24930.000 11800.00 485.14 .00 .57 .00 262.10 220.00 24930.000 11800.00 485.34 .20 .62 .20 230.00 220.00 6.000 11800.00 484.92 .00 -.22 .00 257.87 90.00 6.000 11800.00 485.09 .17 -.25 .17 180.00 90.00 * 25085.000 11800.00 484.41 .00 -.51 .00 223.08 80.00 * 25085.000 11800.00 484.19 -.21 -.90 -.21 90.00 80.00 25135.000 11800.00 485.48 .00 1.08 .00 218.66 50.00 25135.000 11800.00 485.40 -.08 1.21 -.08 89.00 50.00 25185.000 11800.00 485.96 .00 .48 .00 191.64 50.00 25185.000 11800.00 486.16 .20 .76 .20 105.00 50.00 * 25235.000 11800.00 486.70 .00 .74 .00 197.22 50.00 * 25235.000 11800.00 487.19 .48 1.03 .48 100.00 50.00 25280.000 11800.00 487.00 .00 .29 .00 157.13 45.00 25280.000 11800.00 487.66 .66 .47 .66 110.00 45.00 25325.000 11800.00 487.19 .00 .19 .00 152.73 45.00 25325.000 11800.00 487.87 .68 .22 .68 130.00 45.00 1 1 1 I PAGE 65 1 i 1 1 I 1 1 1 I I 1 13NOV92 13:32:55 I I 1 1 PAGE 66 I l I I SECNO G CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCN 25375.000 11800.00 487.30 .00 .12 .00 160.28 50.00 25375.000 11800.00 487.94 .63 .07 .63 130.00 50.00 25421.000 11800.00 487.50 .00 .19 .00 190.62 46.00 25421.000 11800.00 488.11 .62 .17 .62 150.00 46.00 25422.000 11800.00 487.48 .00 -.01 .00 185.59 1.00 25422.000 11800.00 488.10 .61 -.01 .61 145.00 1.00 25542.000 11800.00 487.52 .00 .04 .00 185.66 120.00 25542.000 11800.00 488.14 .61 .04 .61 145.00 120.00 25543.000 11800.00 487.56 .00 .04 .00 190.84 1.00 25543.000 11800.00 488.18 .62 .04 .62 150.00 1.00 * 25568.000 11800.00 487.43 .00 -.13 .00 157.90 25.00 * 25568.000 11800.00 488.09 .66 -.09 .66 158.68 25.00 25618.000 11800.00 487.44 .00 .01 .00 162.47 50.00 25618.000 11800.00 488.10 .66 .01 .66 155.71 50.00 25668.000 11800.00 487.58 .00 .14 .00 194.45 50.00 25668.000 11800.00 488.22 .64 .12 .64 179.65 50.00 25714.000 11800.00 487.57 .00 -.01 .00 239.58 46.00 25714.000 11800.00 488.22 .65 -.01 .65 180.00 46.00 25754.000 11800.00 487.71 .00 .14 .00 305.68 40.00 25754.000 11800.00 488.26 .56 .05 .56 180.00 40.00 25820.000 11900.00 487.94 .00 .23 .00 426.46 66.00 * 25820.000 11900.00 488.02 .09 -.24 .09 220.00 66.00 * 26170.000 11900.00 488.34 .00 .41 .00 261.82 350.00 26170.000 11900.00 489.29 .95 1.27 .95 194.14 350.00 26550.000 11900.00 489.89 .00 1.55 .00 166.13 380.00 26550.000 11900.00 490.76 .87 1.47 .87 100.00 380.00 26880.000 11900.00 491.04 .00 1.15 .00 165.88 330.00 26880.000 11900.00 491.86 .82 1.10 .82 110.00 330.00 * 27050.000 10500.00 491.73 .00 .69 .00 174.28 165.00 * 27050.000 10500.00 492.38 .65 .52 .65 122.13 165.00 * 27400.000 10500.00 494.70 .00 2.97 .00 598.84 420.00 * 27400.000 10500.00 495.18 .48 2.81 .48 415.00 420.00 * 27540.000 10500.00 494.68 .00 -.02 .00 107.17 140.00 27540.000 10500.00 495.26 .58 .08 .58 97.64 140.00 I I 1 1 PAGE 66 I l I I I I 13HOV92 13:32:55 SECHO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 27570.000 10500.00 494.92 .00 .24 .00 107.24 30.00 27570.000 10500.00 495.48 .56 .22 .56 97.67 30.00 27620.000 10500.00 495.62 .00 .69 .00 590.73 50.00 27620.000 10500.00 496.14 .52 .66 .52 443.96 50.00 30130.000 10500.00 502.18 .00 6.56 .00 241.55 2510.00 30130.000 10500.00 502.69 .51 6.55 .51 127.08 2510.00 30189.000 10500.00 502.14 .00 -.04 .00 98.12 59.00 30189.000 10500.00 502.72 .58 .03 .58 90.00 59.00 * 30190.000 10500.00 501.97 .00 -.17 .00 90.74 1.00 * 30190.000 10500.00 502.57 .60 -.15 .60 84.00 1.00 30200.000 10500.00 502.39 .00 .42 .00 91.45 10.00 30200.000 10500.00 502.88 .49 .31 .49 84.00 10.00 * 30201.000 10500.00 502.98 .00 .59 .00 99.89 1.00 * 30201.000 10500.00 503.38 .40 .50 .40 90.00 1.00 30250.000 10500.00 504.02 .00 1.04 .00 337.40 49.00 30250.000 10500.00 504.28 .26 .90 .26 155.05 49.00 31310.000 10500.00 506.15 .00 2.13 .00 419.05 1060.00 31310.000 10500.00 506.49 .33 2.20 .33 179.99 1060.00 1 1 1 l PAGE 67 1 l 1 1 PAGE 68 13NOV92 13:32:55 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 15440.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 15440.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 15520.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 15520.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 16480.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 16480.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 17600.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 17600.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 17980.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 18150.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 18500.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 18514.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 18514.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 18650.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 18650.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= .100 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= .100 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= .200 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= .200 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= .600 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= .600 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 1.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 1.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 22600.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 4.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 4.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25085.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25085.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECHO= 25235.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25235.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25568.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25568.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25820.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE I 1 13WM 13:32:55 WARNING SECNO= 26170.000 WARNING SECNO= 27050.000 WARNING SECNO= 27050.000 WARNING SECNO= 27400.000 WARNING SECNO= 27400.000 WARNING SECNO= 27540.000 WARNING SECNO= 30190.000 WARNING SECNO= 30190.000 WARNING SECNO= 30201.000 WARNING SECNO= 30201.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 1 l 1 1 PAGE 69 1 1 1 1 1 1 1 1 13NOV92 13:32:55 I 1 1 I I I I 1 1 I FLOODWAY DATA, GRAPEVINE CREEK FILE PROFILE NO. 2 FLOODWAY -- WATER SURFACE ELEVATION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOODWAY FLOODWAY 15350.000 505. 2192. 5.0 457.7 457.9 -.2 15440.000 147. 1841. 6.0 458.3 458.3 .0 15470.000 147. 1849. 6.0 458.4 458.4 .0 15520.000 505. 2007. 5.5 458.3 458.3 .0 15600.000 129. 1577. 7.0 458.8 458.8 .0 15610.000 129. 1734. 6.3 460.0 460.0 .0 15630.000 180. 1969. 5.6 460.1 460.1 .0 15640.000 175. 1998. 5.5 460.1 460.1 .0 15650.000 175. 2001. 5.5 460.1 460.1 .0 15660.000 158. 1738. 6.3 460.0 460.0 .0 15680.000 190. 1898. 5.8 460.3 460.3 .0 15730.000 210. 2010. 5.5 460.5 460.5 .0 16480.000 638. 4158. 2.6 461.5 461.5 .0 17600.000 615. 2690. 4.4 462.7 462.5 .2 17980.000 367. 2840. 4.2 463.8 463.6 .2 18150.000 328. 2197. 5.4 463.9 463.8 .1 18210.000 310. 2003. 5.9 464.0 463.9 .1 18240.000 283. 1560. 7.6 463.8 463.7 .1 18320.000 255. 1633. 7.2 464.4 464.2 .2 18450.000 190. 1420. 8.3 464.8 464.5 .3 18500.000 165. 1281. 9.2 465.1 464.2 .9 18514.000 100. 1141. 10.3 465.2 464.2 1.0 18515.000 100. 1087. 10.9 465.1 464.1 1.0 18565.000 100. 1130. 10.4 465.4 464.5 .9 18566.000 90. 1105. 10.7 465.3 464.4 .9 18600.000 250. 2251. 5.2 467.1 466.1 1.0 18615.000 260. 2323. 5.1 467.1 466.1 1.0 18650.000 280. 1724. 6.8 466.8 465.8 1.0 .100 290. 2304. 5.1 468.7 467.7 1.0 .200 350. 2083. 5.7 469.6 468.6 1.0 .300 370. 2873. 4.1 471.4 470.5 .9 20540.000 370. 3086. 3.8 472.3 471.5 .8 .500 350. 3549. 3.3 472.9 472.2 .7 .600 250. 1395. 8.5 472.6 471.9 .7 21690.000 200. 1289. 9.2 474.3 474.1 .2 1.000 180. 1674. 7.0 477.4 477.0 .4 22600.000 200. 1528. 7.7 478.2 477.7 .5 2.000 180. 1575. 7.5 480.6 480.2 .4 23900.000 349. 2458. 4.8 482.8 482.5 .3 3.000 220. 2083. 5.7 483.3 483.1 .2 4.000 193. 1558. 7.6 484.1 483.9 .2 5.000 206. 1837. 6.4 484.8 484.6 .2 1 PAGE 7D 1 1 1 I l 1 1 I 1 I 1 I 1 13MOV92 13:32:55 FLOODWAY DATA, GRAPEVINE CREEK FILE 1 1 1 1 PROFILE N0. 2 PAGE 71 - - - - -- FLOODWAY WATER SURFACE ELEVATION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOODWAY FLOODWAY 24930.000 230. 2369. 5.0 485.3 485.1 .2 6.000 180. 1627. 7.3 485.1 484.9 .2 25085.000 90. 852. 13.8 484.2 484.4 -.2 25135.000 89. 974. 12.1 485.4 485.5 -.1 25185.000 105. 1167. 10.1 486.2 486.0 .2 25235.000 100. 1505. 7.8 487.2 486.7 .5 25280.000 110. 1831. 6.4 487.7 487.0 .7 25325.000 130. 2087. 5.7 487.9 487.2 .7 25375.000 130. 2136. 5.5 487.9 487.3 .6 25421.000 150. 2503. 4.7 488.1 487.5 .6 25422.000 150. 2403. 4.9 488.1 487.5 .6 25542.000 150. 2329. 5.1 488.1 487.5 .6 25543.000 150. 2431. 4.9 488.2 487.6 .6 25568.000 159. 1986. 5.9 488.1 487.4 .7 25618.000 156. 1883. 6.3 488.1 487.4 .7 25668.000 180. 1982. 6.0 488.2 487.6 .6 25714.000 180. 1786. 6.6 488.2 487.6 .6 25754.000 180. 1888. 6.3 488.3 487.7 .6 25820.000 220. 1819. 6.5 488.0 487.9 .1 26170.000 194. 1668. 7.1 489.2 488.3 .9 26550.000 100. 1204. 9.9 490.8 489.9 .9 26880.000 110. 1215. 9.8 491.8 491.0 .8 27050.000 122. 1036. 10.1 492.3 491.7 .6 27400.000 415. 2159. 4.9 495.2 494.7 .5 27540.000 98. 1159. 9.1 495.3 494.7 .6 27570.000 98. 1161. 9.0 495.5 494.9 .6 27620.000 444. 2016. 5.2 496.1 495.6 .5 30130.000 127. 1337. 7.9 502.7 502.2 .5 30189.000 90. 1033. 10.2 502.7 502.1 .6 30190.000 90. 946. 11.1 502.6 502.0 .6 30200.000 90. 972. 10.8 502.9 502.4 .5 30201.000 90. 1094. 9.6 503.4 503.0 .4 30250.000 155. 1687. 6.2 504.3 504.0 .3 31310.000 180. 1778. 5.9 506.5 506.2 .3 1 1 l 1 1 1 1 1 l 1 PAGE 71 p- APPENDIX C GRAPEVINE CREEK AS BUILT CONDITIONS 10 -,50- ,100- ,500 -YEAR FLOODS 1 1 1 1 1 1 1 * HEC -2 WATER SURFACE PROFILES * * * Version 4.6.0; February 1991 * * * RUN DATE 13NOV92 TIME 13:25:34 ************* * * * * * * * * ** * * * * * * * * * * * * * * * * * * * ** I * U.S. ARMY CORPS OF ENGINEERS * HYDROLOGIC ENGINEERING CENTER * 609 SECOND STREET, SUITE D * DAVIS, CALIFORNIA 95616 -4687 * (916) 756 -1104 ******** * * * * ** * * * * * * * * * * * * * * * * * * * * * * * ** x x XXX)D= )00= xxxxx x x x x x x x x x x x x xxxxxxx XXXX x xxxxx xxxxx x x x x x x x x x x x x x xxxxxxx xxxxx XXXXXXX 13NOV92 13:25:34 PAGE 1 THIS RUN EXECUTED 13NOV92 13:25:34 ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** HEC -2 WATER SURFACE PROFILES Version 4.6.0; February 1991 ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** T1 GRAPEVINE CREEK, COPPELL, DALLAS COUNTY, TEXAS FIS 10-YEAR DISCHARGE T2 EXTENDED FLOOD INSURANCE STUDY -NO ENCROACHMENTS -AS BUILT CONDITIONS T3 GRAPEVINE CREEK FILE: NDMMULT NOM ENGINEERS 06 /30/92 J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL 2 456.38 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM 1 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 150 J5 LPRNT NUMSEC * * * * * ** *REQUESTED SECTION NUMBERS * * * * * * ** -10 -10 NC .07 .07 .05 .1 .3 QT 6 6900 9700 11000 14200 16100 11000 THIS MODEL IS BASED ON C. ANDERSON ENGRS. MODEL GRPRET FOR THE DENTON TAP RD. BRIDGE REPLACEMENT AND THE NEW MOORE ROAD BRIDGE FOR CITY OF COPPELL MASTER DRAINAGE PLAN. IT IS AN UPDATE OF THE EXIST. 1979 FIS WITH 1986 EXIST. PROJECTS AND THE PROP. DENTON TAP RD. BRIDGE INCLUDED AS WELL AS SUPPLEMENTAL CROSS SECTIONS ADDED FROM TOPO MAPS. THE MODEL WILL BE USED AS THE BASE MODEL TO STUDY THE PROP. CREEKVIEW ADDITION 8 DENTON TAP RD. AND THE ST.L&SW RR. ON THE NORTHEAST CORNER. NATHAN D. MAIER ENGRS FURNISHED CROSS SECTIONS 0. 1, 0. 2, 0.3,0.5,1.0,2.0,3.0,4.0,5.0,AND 6.0 TAKEN FROM CITY OF COPPELL MAPS TO ANDERSON ENGINEERS TO MODEL EXISTING CONDITIONS AT THE CREEK VIEW SITE. DLJ & BDH 11/10/87 AS BUILT CONDITIONS PER FIELD SURVEY JUNE 1992 ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** PROFILE SECTION G - SURVEY SECTION 7 X1 15350 36 1527 1588 1200 1300 1180 GR 480.9 1000 475.0 1100 470.5 1200 463.8 GR 458.3 1271 462.7 1295 462.7 1300 460.0 GR 459.6 1352 459.6 1390 459.5 1426 459.8 GR 454.7 1482 455.1 1500 454.8 1527 441.4 GR 454.6 1588 454.7 1600 454.1 1700 453.1 GR 456.7 1898 456.9 1909 457.0 1919 455.0 FQ ITRACE 1249 459.1 1258 1326 459.7 1344 1437 459.5 1450 1545 441.3 1569 1800 453.6 1882 1941 455.2 1949 13NOV92 13:25:34 PAGE 2 GR 456.5 2000 458.2 2100 461.5 2200 467.7 2300 474.0 2400 GR 481.1 2500 NC .3 .5 BELT LINE ROAD - DOWNSTREAM SIDE PROFILE SECTION H - SURVEY SECTION 8 BELTLINE ROAD X1 15440 38 1125 1272 25 350 90 X3 10 458.9 459 GR 480.9 658 470.5 758 463.8 807 463.5 829 462.7 853 GR 461.0 879 459.7 897 459.6 943 459.5 979 459.8 990 GR 459.7 1000 460.5 1100 460.5 1125 457.2 1125 454.9 1136 GR 454.9 1137 450.0 1145 442.2 1160 439.7 1177 439.7 1179 GR 441.1 1222 441.1 1224 441.6 1230 446.4 1240 450.1 1248 GR 450.1 1249 456.2 1270 457.4 1272 460.5 1272 460.5 1300 GR 460.2 1400 460.2 1461 460.2 1500 460.8 1600 462.5 1700 GR 464.6 1800 466.4 1900 469.1 2000 SB 1.05 2.413 2.5 57 6 1846.80 2.373 440.04 440.04 X1 15470 30 30 30 X2 1 459 460.5 X3 10 458.9 459 BT -23 658 480.9 0 758 470.5 0 807 463.8 0 BT 829 463.5 0 853 462.7 0 879 461.0 0 BT 897 459.7 0 943 459.6 0 979 459.5 0 BT 990 459.8 0 1000 459.7 0 1100 460.5 0 BT 1125 460.5 458.9 1272 460.5 459.0 1300 460.5 0 BT 1400 460.2 0 1461 460.2 0 1500 460.2 0 BT 1600 460.8 0 1700 462.5 0 1800 464.6 0 BT 1900 466.4 0 2000 469.1 0 X1 15520 18 1527 1608 50 50 50 GR 480.9 1000 475.0 1100 470.5 1200 463.8 1249 459.1 1258 GR 458.3 1271 462.7 1295 462.7 1300 460.5 1326 459.7 1344 GR 453.6 1527 441.3 1560 441.8 1585 455.6 1608 455.2 1700 GR 460.0 2230 470.0 2400 475.0 2600 ST LOUIS & SOUTHWESTERN RAILROAD - DOWNSTREAM SIDE PROFILE SECTION I - SURVEY SECTION 9 ST. LOUIS SOUTHWESTERN R.R. X1 15600 28 1321 1450 50 100 80 X3 10 459.4 459.4 GR 462.7 1000 462.6 1100 462.6 1200 462.8 1300 462.7 1321 GR 455.0 1321 448.4 1333 448.4 1334 442.4 1349 442.4 1350 GR 442.3 1378 442.3 1379 441.6 1392 445.5 1400 446.0 1410 GR 446.0 1411 449.0 1423 449.0 1424 452.6 1437 452.6 1438 GR 456.4 1450 461.7 1450 462.9 1500 463.4 1600 463.8 1700 GR 464.2 1800 464.8 1900 465.4 2000 i a > > I l 1 1 1 1 1 1 7 l 1 1 1 1 1 13NOV92 13:25:34 PAGE 3 SB 1.05 2.475 2.5 66.2 6 1589.35 1.85 442.4 442.4 X1 15610 10 10 10 X2 1 459.4 461.7 X3 10 459.4 459.4 BT -13 1000 462.7 0 1100 462.6 0 1200 462.6 0 BT 1300 462.8 0 1320 462.7 0 1321 462.7 459.4 BT 1450 461.7 459.4 1500 462.9 0 1600 463.4 0 BT 1700 463.8 0 1800 464.2 0 1900 464.8 0 BT 2000 465.4 0 X1 15630 24 1115 1210 30 10 20 GR 470 1000 468 1020 466 1026 464 1038 462 1045 GR 460 1052 458 1060 456 1068 454 1100 452 1105 GR 450 1115 442 1130 441.8 1132 441.7 1158 442 1160 GR 450 1210 452 1220 454 1230 456 1240 460 1250 GR 461.76 1260 462 1470 464 1770 466 1970 NC .1 .3 X1 15640 24 1102 1200 10 10 10 GR 470 1000 468 1015 466 1025 464 1035 462 1042 GR 460 1052 458 1060 456 1070 454 1085 452 1092 GR 450 1102 442 1126 441.8 1128 441.7 1154 442 1156 GR 450 1200 452 1215 454 1225 456 1235 460 1245 GR 461.76 1255 462 1465 464 1765 466 1%5 X1 15650 0 0 0 10 10 10 0 X1 15660 24 1089 1170 10 10 10 GR 470 1000 468 1010 466 1020 464 1030 462 1040 GR 460 1050 458 1058 456 1065 454 1075 452 1082 GR 450 1089 442 1105 441.8 1107 441.7 1133 442 1135 GR 450 1170 452 1190 454 1200 456 1210 460 1225 GR 461.76 1235 462 1445 464 1745 466 1945 NC .07 .07 .05 .1 .3 X1 15680 24 1052 1240 20 15 20 GR 470 1000 468 1012 466 1023 464 1038 462 1045 GR 460 1052 458 1060 456 1068 454 1075 452 1082 GR 450 1088 442 1102 441.83 1104 441.73 1130 442 1132 GR 450 1160 452 1185 454 1220 456 1230 460 1240 GR 461.76 1250 462 1460 464 1750 466 1950 X1 15730 20 1099 1307 50 30 50 GR 470 1000 468 1055 466 1070 464 1080 462 1088 GR 460 1099 450 1130 442 1142 441.85 1144 441.75 1170 GR 442 1172 450 1192 452 1210 454 1287 456 1297 GR 460 1307 461.76 1317 462 1527 464 1817 466 2017 1 1 I 1 I I 1 I 13NOV92 13:25:34 PAGE 4 NC .07 .07 .05 .1 .3 OT 6 6900 9700 11000 14200 16300 11000 PROFILE SECTION J - SURVEY SECTION 10 LAND DEVELOPMENT FILL ON LEFT OVERBANK UPSTREAM TO NOORE ROAD. X1 16480 27 1634 1722 830 650 750 GR 485.5 1000 480.4 1100 473.9 1200 470.0 1300 470.0 1390 GR 459.5 1390 458.7 1400 456.3 1500 454.9 1600 457.1 1634 GR 445.0 1665 442.7 1683 443.8 1700 457.2 1722 455.9 1800 GR 455.6 1900 455.6 2000 456.1 2100 455.3 2116 465.4 2146 GR 470.0 2146 470.0 2151 470.0 2170 470.0 2200 470.0 2261 GR 470.0 2300 470.0 2322 OT 6 7500 10500 11800 15100 16000 11800 X1 17600 15 1535 1610 1160 1000 1120 GR 480.0 950 470.0 980 470.0 1140 460.0 1140 459.0 1410 GR 458.7 1520 457.5 1535 445.8 1561 445.0 1572 446.0 1590 GR 459.5 1610 459.6 1710 460.8 1820 461.5 1870 471.4 1900 X1 17980 22 1400 1590 600 260 380 GR 470 1000 470 1030 470 1070 470 1090 464.67 1090 GR 464 1100 462 1138 460 1165 458 1205 458 1400 GR 456 1495 454 1505 452 1522 450 1530 446.1 1550 GR 450 1570 458 1590 460 1730 462 1745 468 1765 GR 469.2 1770 470 2100 X1 18150 19 1480 1550 160 180 170 GR 470 1000 470 1030 470 1045 470 1050 465.71 1050 GR 464 1080 462 1120 460 1145 458 1220 458 1255 GR 458 1480 450 1495 446.6 1510 450 1530 460 1550 GR 460 1595 460 1660 469.7 1685 470 1810 X1 18210 18 1490 1545 60 65 60 GR 470 1000 470 1030 470 1045 470 1050 465.71 1050 GR 464 1085 462 1130 460 1150 458 1240 458 1490 GR 450 1510 446.8 1525 450 1535 460 1545 460 1605 GR 460 1650 469.85 1680 470 1730 X1 18240 16 1480 1553 30 30 30 GR 470 1000 470 1035 470 1042 467.07 1042 466 1050 GR 464 1090 462 1140 460 1155 460 1480 450 1520 GR 446.9 1530 450 1540 460 1553 460 1610 469.9 1680 GR 470 1700 X1 18320 16 1510 1580 80 80 80 GR 470 1000 470 1040 470 1052 467.09 1052 466 1062 GR 464 1105 462 1150 460 1195 460 1450 460 1510 GR 450 1535 447.1 1542 450 1560 460 1580 460 1670 GR 470 1690 I I 1 I 1 1 1 I I t I 1 1 i l 1 i 1 I 13NOV92 13:25:34 PAGE 5 X1 18450 19 1465 1530 120 160 130 GR 470 1000 470 1055 470 1065 467.20 1065 466 1080 GR 464 1130 462 1170 460 1240 460 1385 460 1465 GR 450 1480 447.5 1490 450 1510 460 1530 462 1675 GR 464 1700 466 1730 468 1770 470 1780 PROFILE SECTION K - SURVEY SECTION 11 LAND DEVELOPENENT FILL ON LEFT OVERBANK X1 18500 42 4930 5025 50 50 50 GR 487.2 4050 484.5 4100 482.3 4150 479.3 4200 476.7 4250 GR 474.3 4300 472.4 4350 470.8 4400 470.0 4450 470.0 4500 GR 470.0 4550 470.0 4553 465.99 4553 464.3 4600 463.7 4650 GR 463.2 4700 462.2 4750 462.3 4800 462.3 4850 461.6 4900 GR 461.6 4910 461.8 4920 462 4930 458.5 4946 454.5 4960 GR 450 4970 447.6 4983 448.5 4990 451.5 5000 459.5 5020 GR 461 5025 461.5 5050 462.4 5100 462.3 5150 465.8 5200 GR 468.5 5250 472.8 5280 472.9 5290 470.6 5298 475.12 5350 GR 475.9 5380 479.3 5440 NC .028 .3 .5 X1 18514 34 1513 1680.7 14 14 14 GR 476.9 1000 472.9 1007 472.5 1057 471.1 1107 470.9 1157 GR 470.6 1183 470.5 1255 463.3 1255 463.3 1258 470.6 1258 GR 470.8 1407 472.2 1457 472.5 1501 472.34 1513 467.09 1513 GR 458.91 1540.7 458.56 1558.4 455.81 1565.65 454.86 1568.15 448.68 1584.45 GR 449.1 1596.95 449.04 1610.80 455.98 1625.55 457.16 1628.05 458.15 1630.15 GR 458.50 1652.3 468.48 1680.7 473.65 1680.7 473.8 1698 473.8 1757 GR 473.5 1807 473.6 1857 473.6 1898 473.3 1907 PROFILE SECTION L - SURVEY SECTION 12 AS -BUILT BRIDGE - UPDATE ON OCTOBER 1987 MOORE ROAD - DOWNSTREAM SIDE X1 18515 38 1513 1680.7 1 1 1 BT -21 1000 476.9 0 1007 472.9 0 1057 472.5 0 BT 1107 471.1 0 1157 470.9 0 1183 470.6 0 BT 1255 470.5 467.3 1258 470.6 467.3 1407 470.8 0 BT 1457 472.2 0 1501 472.5 0 1513 472.34 468.34 ST 1565.65 473.32 469.32 1625.55 473.76 469.76 1680.7 473.65 469.65 ST 1698 473.8 0 1757 473.8 0 1807 473.5 0 ST 1857 473.6 0 1898 473.6 0 1907 473.3 0 GR 476.9 1000 472.9 1007 472.5 1057 471.1 1107 470.9 1157 GR 470.6 1183 470.5 1255 463.3 1255 463.3 1258 470.6 1258 GR 470.8 1407 472.2 1457 472.5 1501 472.34 1513 467.09 1513 GR 458.91 1540.7 458.56 1558.4 455.81 1565.65 469.32 1565.65 469.32 1568.15 GR 454.86 1568.15 448.68 1584.45 449.1 1596.95 449.04 1610.80 455.98 1625.55 GR 469.76 1625.55 469.76 1628.05 457.16 1628.05 458.15 1630.15 458.50 1652.3 GR 468.48 1680.7 473.65 1680.7 473.8 1698 473.8 1757 473.5 1807 GR 473.6 1857 473.6 1898 473.3 1907 i I 1 I 1 1 1 I 1 1 I 1 1 1 I 1 ) 1 13NOW2 13:25:34 PAGE 6 50 MOORE ROAD - UPSTREAM SIDE 1057 0 1183 X1 18565 38 1513 1679.65 50 50 ST -21 1000 476.9 0 1007 472.9 BT 1513 1107 471.1 0 1157 470.9 BT 473.8 1255 470.5 467.3 1258 470.6 BT 1258 1457 472.2 0 1501 472.5 BT 473.80 1565.2 473.3 469.3 1624.92 473.84 BT 1698 473.8 0 1757 473.8 BT 1857 473.6 0 1898 473.6 GR 476.9 1000 472.9 1007 472.5 1057 GR 470.6 1183 470.5 1255 463.3 1255 GR 470.8 1407 472.2 1457 472.5 1501 GR 458.73 1540.15 458.47 1557.95 455.6 1565.2 GR 454.61 1567.7 448.49 1583.15 449.1 1595.65 GR 469.84 1624.92 469.84 1627.42 457.19 1627.42 GR 468.15 1679.65 473.32 1679.65 473.8 1698 GR 473.6 1857 473.6 1898 473.3 1907 X1 18566 33 1540.15 1651.3 1 1 GR 476.9 1000 472.9 1007 472.5 1057 GR 470.6 1183 470.5 1255 463.3 1255 GR 470.8 1407 472.2 1457 472.5 1501 GR 458.73 1540.15 458.47 1557.95 455.60 1565.20 GR 449.1 1595.65 448.69 1610.4 455.94 1624.92 GR 458.57 1651.3 468.15 1679.65 473.32 1679.65 GR 473.5 1807 473.6 1857 476.6 1898 NC .05 X1 18600 19 1350 1500 34 34 GR 476.3 1000 470.5 1050 464.5 1100 GR 461.4 1250 460.5 1300 459.7 1350 GR 447.4 1428 457.6 1444 461 1500 GR 466.5 1650 469.3 1695 473.4 1741 X1 18615 19 1350 1500 15 15 GR 476.3 1000 470.5 1050 464.5 1100 GR 461.4 1250 460.5 1300 459.7 1350 GR 447.4 1428 457.6 1444 461 1500 GR 466.5 1650 469.3 1695 473.4 1741 X1 18650 32 1805 1868 35 35 GR 482.6 1100 478.3 1200 469.2 1300 GR 467.3 1384 466.8 1400 466.5 1416 GR 462.3 1600 461.6 1700 462.4 1805 GR 448.1 1853 462.0 1868 462.3 1900 GR 472.3 2133 473.2 2134 472.7 2140 GR 476.4 2200 477.0 2250 478.2 2263 GR 476.2 2321 478.3 2349 50 0 0 1057 0 1183 467.3 1407 0 1513 469.84 1679.65 0 1807 0 1907 471.1 1107 463.3 1258 472.66 1513 469.3 1565.2 448.69 1610.4 458.24 1629.5 473.8 1757 1 2157 471.10 1107 463.3 1258 472.66 1513 454.61 1567.70 457.19 1627.42 473.80 1698 34 0 462 1150 458.3 1390 462.7 1550 473.5 1750 15 0 462 1150 458.3 1390 462.7 1550 473.5 1750 35 1567.7 465.2 1372 463.4 1434 447.5 1830 463.1 2000 470.7 2157 478.6 2284 472.5 0 470.6 0 470.8 0 472.66 468.66 473.32 469.32 473.5 0 473.3 0 470.9 1157 470.6 1258 467.39 1513 469.3 1567.7 455.94 1624.92 458.57 1651.3 473.5 1807 470.9 1157 470.6 1258 467.39 1513 448.49 1583.15 458.24 1629.50 473.8 1757 462 1200 447.7 1406 464 1600 462 1200 447.7 1406 464 1600 .7 463.3 1376 463.6 1500 446.8 1841 467.3 2100 475.6 2185 477.7 2300 i 1 1 1 l 1 t 1 1 t 1 1 1 i 1 l 1 i 13NOV92 13:25:34 PAGE 7 QT 6 7500 10500 11800 15100 16500 11800 NC 0.090 0.090 0.050 0.1 0.3 X1 0.1 20. 465. 560. 330. 275. 510. GR 478. 0. 476. 10. 474. 25. 472. 35. 470. 65. GR 468. 80. 466. 100. 464. 120. 464. 465. 460. 480. GR 450. 500. 449. 510. 449. 520. 450. 530. 460. 550. GR 462. 560. 464. 625. 466. 655. 470. 695. 471. 715. X1 0.2 20. 310. 385. 290. 265. 390. GR 478. 0. 476. 35. 474. 50. 472. 80. 470. 105. GR 468. 145. 466. 240. 464. 310. 460. 320. 450.2 330. GR 450.2 340. 460. 355. 462. 365. 464. 385. 466. 725. GR 468. 760. 470. 780. 472. 785. 474. 802. 475. 810. X1 0.3 16. 315. 372. 410. 280. 450. GR 476. 0. 474. 10. 472. 35. 470. 50. 468. 100. GR 466. 185. 464. 315. 460. 330. 451. 340. 451. 350. GR 460. 362. 464. 372. 464. 475. 468. 610. 470. 622. GR 476. 645. X1 20540 19 1497 1590 370 350 540 GR 480. 1020. 478. 1052. 476. 1074. 474. 1100. 472. 1134. GR 470. 1160. 468. 1192. 466. 1230. 466. 1385. 466. 1497. GR 460. 1515. 452.8 1529. 452.6 1552. 460. 1575. 466. 1590. GR 470. 1600. 478. 1622. 480. 1628. 480.5 1653. QT 6 7500 10500 11800 15100 16100 11800 X1 0.5 19. 450. 582. 315. 415. 435. GR 484. 0. 482. 25. 480. 55. 478. 80. 476. 102. GR 474. 128. 472. 146. 470. 1 %. 468. 250. 460. 450. GR 454. 475. 454. 490. 460. 524. 470. 582. 472. 600. GR 474. 620. 480. 650. 482. 665. 484. 680. X1 0.6 12.0 370. 455. 380. 360. 390. GR 480. 0. 474. 60. 472. 105. 470. 140. 470. 370. GR 460. 395. 455. 405. 455. 415. 460. 435. 470. 455. GR 474. 545. 480. 555. X1 21690 19 1190 1255 180 300 325 GR 482 1000 480 1020 478 1055 476 1080 474 1105 GR 472 1150 470 1190 460 1200 456 1205 455.9 1210 GR 456.0 1220 460 1230 470 1255 472 1395 474 1495 GR 476 1530 478 1555 480 1580 482 1610 NH 5. .08 76. .045 146. .065 295. .035 295.1 .065 NH 445. QT 6 7500 10500 11800 15100 16000 11800 X1 1.0 19. 76. 146. 510. 500. 530. GR 480. 0. 478. 9. 476. 12. 474. 22. 472. 65. GR 470. 76. 460. 83. 457. 90. 455.5 93. 456.1 %. GR 460. 112. 470. 146. 472. 178. 474. 283. 474.5 295. GR 479.75 295.1 479.75 385. 482. 400. 484. 445. 1 i 1 l 1 1 1 1 1 1 1 1 ) 1 1 1 1 1 1 1 1 1 1 13NOV92 13:25:34 PAGE 8 QT 6 7500 10500 11800 15100 16000 11800 NH 5. .08 1397. .045 1447. .065 1473. .035 1473.1 .065 NH 2000 . X1 22600 17 1397 1447 370 350 380 GR 487.7 1000 485.2 1100 478.6 1200 474.3 1233 472.4 1300 GR 473.0 1397 458.6 1412 459.0 1425 461.5 1435 474.7 1447 GR 475.2 1473 481.62 1473.1 481.62 1640 485.1 1700 490.2 1800 GR 497.3 1900 502.2 2000 NC .08 .065 .045 X1 2.0 19. 108. 173. 510. 540. 570. GR 487. 0. 486. 18. 484. 33. 482. 50. 480. 66. GR 478. 78. 476. 95. 474. 108. 472. 113. 470. 118. GR 460. 135. 459.6 147. 460. 155. 470. 167. 472. 173. GR 474. 188. 476. 225. 477.2 266. 490. 304.4 X1 23900 12 1215 1385 750 590 730 GR 488 1000 482 1025 480 1075 478 1215 470 1325 GR 463 1345 463 1355 470 1370 480 1385 486 1395 GR 488 1405 490 1440 NH 5. .08 146. .045 271. .065 337. .035 337.1 .065 BT 490. X1 3.0 19.0 146. 271. 310. 450. 465. GR 489. 0. 488. 4. 486. 14. 484. 42. 482. 62. GR 480. 120. 475. 146. 470. 172. 463.8 182. 463.8 194. GR 470. 215. 475. 271. 480. 326. 481.0 337. 488.05 337.1 GR 488.05 391. 488.05 418. 490. 462. 492. 490. NH 4. .08 190. .05 315. .035 315.1 .065 665. X1 4.0 19. 190. 315. 350. 540. 560. GR 491. 0. 490. 32. 488. 48. 486. 75. 484. 125. GR 482. 168. 480. 190. 470. 218. 464.84 230. 464.84 238. GR 470. 255. 480. 315. 485.87 315.1 485.87 450. 485.87 525. GR 488. 550. 490. 586. 492. 635. 494. 665. QT 6 7500 10500 11800 15100 15500 11800 NC .08 .065 .050 X1 5.0 18. 98. 208. 130. 160. 145. GR 491. 0. 490. 25. 488. 40. 486. 52. 484. 78. GR 482. 82. 480. 98. 470. 113. 468. 133. 465.9 148. GR 465.9 158. 470. 172. 480. 208. 482. 300. 484. 355. GR 485.5 395. 490. 416. 490. 535. X1 24930 20 1312 1390 170 150 220 GR 494 1000 492 1025 490 1130 488 1140 486 1150 GR 484 1160 482 1180 480 1200 472 1312 470 1340 GR 466.4 1355 466.4 1365 470 1375 480 1390 484 1400 GR 485.0 1415 486 1425 489 1435 491 1454 492 1580 1 1 l I I l 1 1 1 1 1 1 1 1 1 13NOV92 13:25:34 PAGE 9 X1 6.0 16. 184. 263. 50. 95. 90. GR 491. 0. 490. 35. 484. 65. 482. 90. 480. 170. GR 476. 184. 470. 205. 466.8 215. 466.8 225. 470. 245. GR 476. 263. 483. 275. 485.0 320. 490. 334. 492. 365. GR 493. 380. NC 0.080 0.060 0.045 X1 25085 19 1537 1627 45 85 80 GR 490 1417 488 1425 486 1437 484 1445 483 1500 GR 480.7 1537 472 1560 467.3 1564 467.1 1572 467.2 1585 GR 478.4 1593 479.0 1607 480.6 1627 483.0 1658 488 1688 GR 490 1706 490 1706 490 1706 490 1708 X1 25135 20 1534 1623 40 60 50 GR 492 1325 490 1417 488 1427 486 1437 484 1445 GR 481.8 1500 481.4 1534 473.5 1556 467.1 1559 467 1570 GR 467.1 1584 478.5 1593 479.0 1605 480.5 1623 484.0 1650 GR 488 1671 489 1678 489 1678 489 1678 490 1700 X1 25185 23 1120 1200 50 40 50 GR 494 910 492 1000 490 1010 488 1030 486 1038 GR 484 1050 482 1070 480 1080 478 1120 467.7 1135.8 GR 467.6 1140 469 1166 470 1168 480 1176 482.2 1200 GR 483 1210 485 1226 488 1238 489 1250 490.0 1274 GR 491 1300 492 1312 493 1324 X1 25235 22 1079.3 1166 50 50 50 GR 494 920 492 1000 490 1010 488 1020 486 1030 GR 484 1040 482 1060 480.5 1079.3 477.9 1082.3 467.9 1094.4 GR 467.9 1106.3 469 1145 475 1156 480 1166 481 1178 GR 482 11% 485 1216 487 1225 488.0 1230 489 1240 GR 490 1265 491 1330 X1 25280 18 1046.3 1153 55 25 45 GR 494 920 492 1000 490 1010 488 1035 486 1040 GR 484 1043.3 482.2 1046.3 468.2 1061.7 467.4 1069.3 469 1130 GR 475 1141 480 1151 481 1153 483 1172 489 1206 GR 490 1215 491 1230 494 1239 X1 25325 21 1023 1163 50 30 45 GR 494 910 491.8 1000 487 1023 485 1027 480 1037 GR 475 1042 470 1050 467.8 1055.2 467.9 1070 467.3 1079.6 GR 468.5 1086.8 469 1129 470 1131 475 1140 480 1149 GR 481 1152 485 1163 490 1190 491 1190 491 1190 GR 494 1212 494 1215 X1 25375 19 1000 1182 50 50 50 GR 494 880 491.3 1000 487 1017 485 1020 480 1030 GR 475 1038 470 1047 468 1050 468.4 1118 467.9 1121.7 GR 469 1125 470 1127 475 1136 480 1146 481 1148 GR 482 1165 485 1171 490 1182 494 1191 1 1 1 1 1 1 1 ! t 1 1 1 I 1 1 1 7 t 1 1 1 I 13NOV92 13:25:34 PAGE 10 X1 25421 11 1100 1305 84 10 46 GR 495 1000 495 1100 489.43 1100 468.5 1147 468 1190 GR 468.5 1235 481.62 1263 482 1282 491.75 1305 495 1305 GR 495 1400 NC .080 .080 .028 .3 .5 X1 25422 18 1100 1305 1 1 1 BT -4 1100 495 490.33 1170 495 490.57 1235 495 490.47 BT 1305 495 491.75 GR 495 1000 495 1100 489.43 1100 468.5 1147 468.3 1167.5 GR 490.57 1167.5 490.57 1170 468.2 1170 468 1190 468.5 1235 GR 490.47 1235 490.47 1237.5 469.75 1237.5 481.62 1263 482 1282 GR 491.75 1305 495 1305 495 1400 X1 25542 18 1100 1305 120 120 120 BT -4 1100 495 490.03 1170 495 490.32 1235 495 490.57 BT 1305 495 491.75 GR 495 1000 495 1100 489.40 1100 469.20 1147 469.0 1167.5 GR 490.32 1167.5 490.32 1170 468.9 1170 468.7 1190 469.2 1235 GR 490.57 1235 490.57 1237.5 470.45 1237.5 481.62 1263 482 1282 GR 491.75 1305 495 1305 495 1400 X1 25543 11 1100 1305 1 1 1 GR 495 1000 495 1100 489.40 1100 469.20 1147 468.7 1190 GR 469.2 1235 481.62 1263 482 1282 491.75 1305 495 1305 GR 495 1400 NC .045 X1 25568 18 1020 1155 5 75 25 GR 495 1000 490 1010 485 1020 480 1030 475 1040 GR 470 1050 468.9 1070 469 1076 469 1083 470 1119 GR 475 1128 480 1136 481 1138 482 1149 485 1155 GR 486 1158 490 1200 492 1310 NC .1 .3 X1 25618 16 1022 1151 20 50 50 GR 495 1000 490 1012 485 1022 480 1032 475 1042 GR 470 1052 469.5 1060 470 1117 475 1126 480 1134 GR 481 1136 482 1144 485 1151 486 1154 490 1225 GR 492 1270 X1 25668 27 1034 1185 55 50 50 GR 495 1000 490 1022 485 1030 485 1034 484 1039 GR 483 1050 482 1060 481 1066 480 1071 479 1075 GR 478 1078 477 1080 476 1082 475 1084 470 1094 GR 469.1 10% 469.4 1104 469.1 1114 470 1154 475 1162 GR 480 1170 481 1172 482 1177 485 1185 486 1188 GR 490 1270 492 1295 1 1 1 1 1 1 1 1 1 1 1 l l ) 1 13NOV92 13:25:34 PAGE 11 X1 25714 17 1210 1386 70 40 46 GR 494 930 492 1000 490 1160 488 1180 486 1210 GR 484.2 1235 484 1240 481 1252 480 1293 470 1306 GR 470 1351 475 1359 480 1367 485 1380 486 1386 GR 490 1488 492 1498 X1 25754 27 1154 1279 45 30 40 GR 490 1000 485 1112 480 1123 480 1136 481 1141 GR 481 1154 480 1160 479 1166 478 1171 477 1173 GR 470 1183 469.1 1201 469.2 1209 470 1214 480 1230 GR 480 1242 479 1245 478 1249 477 1256 477 1268 GR 478 1273 479 1275 480 1277 481 1279 482 1281 GR 486 1288 490 1450 NC .045 QT 6 7600 10600 11900 15100 14500 11900 X1 25820 19 1245 1291 55 72 66 GR 490.4 1000 484 1165 483.8 1182 480 1245 470 1255 GR 469.3 1258 468.4 1275 481 1291 481 1376 480 1419 GR 480 1464 486 1485 486.33 1490 495 1490 495 1500 GR 495 1525 495 1555 495 1570 495 1585 X1 26170 18 1045 1090 450 230 350 GR 491.8 1000 480 1045 470.2 1065 470.2 1080 485 1090 GR 484 1120 483 1160 482 1185 481 1200 481 1225 GR 482 1240 483 1255 488 1275 495 1275 495 1385 GR 495 1405 495 1430 495 1450 X1 26550 19 1040 1140 380 350 380 GR 493.5 1000 492.6 1010 485.6 1020 485 1040 480 1065 GR 471.1 1080 471.1 1095 475 1100 480 1115 483 1125 GR 486 1140 487 1150 488 1180 495 1180 495 1215 GR 495 1255 495 1300 495 1345 495 1390 NC .07 .075 .045 X1 26880 25 1750 1826 360 300 330 GR 508.1 1000 508.4 1100 508.1 1200 508.5 1300 508.8 1400 GR 508.6 1500 507.4 1508 507.2 1528 504.1 1600 501.8 1628 GR 493.5 1700 484.8 1750 473.0 1762 472.9 1777 479.0 1800 GR 486.7 1826 489.3 1880 495.0 1880 495.0 1900 495.0 2000 GR 495.0 2100 495.0 2200 497.2 2300 500.2 2400 504.1 2500 NC .065 .07 .045 QT 6 6700 9400 10500 13400 11300 10500 X1 27050 14 1023 1078 185 110 165 GR 493.3 1000 487 1023 473 1024 473 1045 480.3 1050 GR 486.9 1078 487.3 1104 487.6 1116 489.9 1164 490.2 1180 GR 495 1180 495.0 1264 495 1354 495.0 1464 1 1 1 1 1 1 1 1 1 t I 1 ] 1 1 1 1 1 1 13NOV92 13:25:34 PAGE 12 X1 27400 32 1926 1992 360 300 420 GR 509.5 1000 506.7 1100 503.0 1200 498.8 1300 497.0 1400 GR 495.1 1422 492.3 1443 491.4 1500 489.0 1600 491.5 1700 GR 491.6 1713 492.2 1731 492.0 1746 493.3 1800 493.0 1900 GR 493.2 1926 476.6 1955 474.6 1960 473.9 1 %5 474.4 1970 GR 477.7 1978 479.3 1988 487.4 1992 489.2 2000 495.2 2026 GR 499.1 2100 499.0 2200 502.2 2300 504.8 2400 506.2 2500 GR 506.8 2600 508.4 2700 NC .3 .5 X1 27540 32 1950 2078 140 140 140 X3 10 495 498.5 GR 509.7 1000 506.7 1100 503.0 1200 499.2 1300 4 %.1 1400 GR 494.0 1500 492.7 1600 492.7 1700 492.9 1731 493.9 1800 GR 4 %.0 1900 4 %.4 1918 4 %.8 1950 491.7 1950 486.1 1990 GR 484.3 1992 480.6 1994 477.8 2002 475.0 2020 475.4 2027 GR 480.9 2034 481.9 2036 498.2 2063 498.5 2078 499.4 2078 GR 500.2 2108 501.4 2200 502.8 2300 504.3 2400 505.7 2500 GR 506.8 2600 506.5 2700 SB 1.05 2.342 2.5 17 4 1279.15 3 480.2 480 X1 27570 30 30 30 .2 X2 1 498.5 4 %.8 X3 10 495.2 498.7 BT 2 1950 4 %.8 495.0 2078 499.4 498.5 NC .065 .070 .045 .1 .3 X1 27620 32 1926 1992 50 50 50 1.6 GR 509.5 1000 506.7 1100 503.0 1200 498.8 1300 497.0 1400 GR 495.1 1422 492.3 1443 491.4 1500 489.0 1600 491.5 1700 GR 491.6 1713 492.2 1731 492.0 1746 493.3 1800 493.0 1900 GR 493.2 1926 476.6 1955 474.6 1960 473.9 1 965 474.4 1970 GR 477.7 1978 479.3 1988 487.4 1992 489.2 2000 495.2 2026 GR 499.1 2100 499.0 2200 502.2 2300 504.8 2400 506.2 2500 GR 506.8 2600 508.4 2700 NC .065 .065 .045 .1 .3 X1 30130 20 2180 2222 1600 2000 2510 -0.1 GR 512.8 1500 513.0 1600 512.1 1700 510.0 1800 506.3 1900 GR 501.8 2000 500.8 2066 495.7 2100 492.4 2180 484.5 2200 GR 483.8 2207 484.8 2212 502.0 2222 504.4 2300 507.1 2400 GR 510.9 2500 511.4 2600 512.2 2700 512.5 2800 513.1 2900 NC .3 .5 X1 30189 42 2138 2263 59 59 59 GR 517.3 1000 516.9 1100 516.5 1200 516.2 1300 515.8 1400 GR 515.3 1500 515.0 1600 514.6 1700 514.2 1800 513.7 1900 GR 513.4 2000 513.2 2100 513.3 2138 510.2 2138 503.9 2153 GR 502.0 2154 494.1 2166 494.1 2167 492.5 2173 491.5 2180 GR 491.5 2181 487.2 2194 487.2 2195 486.8 2207 486.8 2208 GR 487.1 2221 487.1 2222 494.5 2234 494.5 2235 500.2 2248 GR 500.2 2249 507.2 2260 510.4 2263 513.4 2263 513.7 2400 GR 514.0 2500 514.4 2600 514.5 2700 514.7 2800 515.1 2900 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 13NOV92 13:25:34 PAGE 13 GR 515.4 3000 515.6 3100 X1 30190 58 2138 2263 1 1 1 BT 2 2138 513.3 510.2 2263 513.4 510.4 GR 517.3 1000 516.9 1100 516.5 1200 516.2 1300 515.8 1400 GR 515.3 1500 515.0 1600 514.6 1700 514.2 1800 513.7 1900 GR 513.4 2000 513.2 2100 513.3 2138 510.2 2138 503.9 2153 GR 510.4 2153 510.4 2154 502.0 2154 494.1 2166 510.4 2166 GR 510.4 2167 494.1 2167 492.5 2173 491.5 2180 510.4 2180 GR 510.4 2181 491.5 2181 487.2 2194 510.4 2194 510.4 2195 GR 487.2 2195 486.8 2207 510.4 2207 510.4 2208 486.8 2208 GR 487.1 2221 510.4 2221 510.4 2222 487.1 2222 494.5 2234 GR 510.4 2234 510.4 2235 494.5 2235 500.2 2248 510.4 2248 GR 510.4 2249 500.2 2249 507.2 2260 510.4 2263 513.4 2263 GR 513.7 2400 514.0 2500 514.4 2600 514.5 2700 514.7 2800 GR 515.1 2900 515.4 3000 515.6 3100 X1 30200 10 10 10 X2 1 X1 30201 42 2138 2263 1 1 1 GR 517.3 1000 516.9 1100 516.5 1200 516.2 1300 515.8 1400 GR 515.3 1500 515.0 1600 514.6 1700 514.2 1800 513.7 1900 GR 513.4 2000 513.2 2100 513.3 2138 510.2 2138 503.9 2153 GR 502.0 2154 494.1 2166 494.1 2167 492.5 2173 491.5 2180 GR 491.5 2181 487.2 2194 487.2 2195 486.8 2207 486.8 2208 GR 487.1 2221 487.1 2222 494.5 2234 494.5 2235 500.2 2248 GR 500.2 2249 507.2 2260 510.4 2263 513.4 2263 513.7 2400 GR 514.0 2500 514.4 2600 514.5 2700 514.7 2800 515.1 2900 GR 515.4 3000 515.6 3100 NC .1 .3 X1 30250 20 2180 2222 49 49 49 GR 512.8 1500 513.0 1600 512.1 1700 510.0 1800 506.3 1900 GR 501.8 2000 500.8 2066 495.7 2100 492.4 2180 484.5 2200 GR 483.8 2207 484.8 2212 502.0 2222 504.4 2300 507.1 2400 GR 510.9 2500 511.4 2600 512.2 2700 512.5 2800 513.1 2900 ET 8.1 1734.4 1920 X1 31310 19 1863 1920 750 500 1060 -0.4 GR 515.3 1000 515.3 1100 512.0 1200 507.5 1400 506.5 1500 GR 504.7 1600 504.7 1700 501.8 1766 497.3 1800 491.1 1863 GR 488.2 1869 486.3 1876 509.6 1920 511.4 2000 513.2 2100 GR 514.8 2200 515.8 2300 516.4 2400 516.8 2500 1 1 1 13NOV92 13:25:34 PAGE 14 T1 GRAPEVINE CREEK, COPPELL, DALLAS COUNTY, TEXAS FIS 50-YEAR DISCHARGE T2 EXTENDED FLOOD INSURANCE STUDY -NO ENCROACHMENTS -AS GUILT CONDITIONS T3 GRAPEVINE CREEK FILE: NOMMULT NDM ENGINEERS 06 /30/92 J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 3. 457.45 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 2 -1 1 1 i ! 1 l 1 1 1 1 1 1 1 1 13NOV92 13:25:34 T1 GRAPEVINE CREEK, COPPELL, DALLAS COUNTY, TEXAS FIS 100 -YEAR DISCHARGE T2 EXTENDED FLOOD INSURANCE STUDY -NO ENCROACHMENTS -AS BUILT CONDITIONS T3 GRAPEVINE CREEK FILE: NDMMULT NDM ENGINEERS 6/30/92 J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q 4. J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW 3 -1 1 1 1 1 PAGE 15 WSEL FQ 457.86 CHNIM ITRACE 1 ) 1 1 1 1 1 I I 1 ) ) 1 1 1 1 1 1 13NOV92 13:25:34 PAGE 16 Ti GRAPEVINE CREEK, COPPELL, DALLAS COUNTY, TEXAS FIS 500 -YEAR DISCHARGE T2 EXTENDED FLOOD INSURANCE STUDY -NO ENCROACHMENTS -AS BUILT CONDITIONS T3 GRAPEVINE CREEK FILE: NDMMULT NDM ENGINEERS 6/30/92 J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 5. 458.75 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 15 -1 I I I I 1 1 1 1 1 1 1 l 1 1 1 1 ) 1 13NOV92 13:25:34 PAGE 17 THIS RUN EXECUTED 13NOV92 13:26:10 HEC -2 WATER SURFACE PROFILES Version 4.6.0; February 1991 ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** NOTE- ASTERISK ( *) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST GRAPEVINE CREEK FILE SUMMARY PRINTOUT TABLE 150 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10*KS VCH AREA .01K 15350.000 .00 .00 .00 441.30 6900.00 456.38 .00 457.04 31.29 7.52 1557.78 1233.56 15350.000 .00 .00 .00 441.30 9700.00 457.45 .00 458.14 32.75 8.19 2141.41 1694.86 15350.000 .00 .00 .00 441.30 11000.00 457.86 .00 458.56 33.36 8.45 2389.70 1904.55 15350.000 .00 .00 .00 441.30 14200.00 458.75 .00 459.47 34.26 8.97 2964.50 2425.88 * 15440.000 90.00 .00 .00 439.70 6900.00 457.06 .00 457.33 8.16 4.16 1657.01 2415.68 * 15440.000 90.00 .00 .00 439.70 9700.00 458.01 .00 458.47 12.62 5.40 1796.37 2731.03 * 15440.000 90.00 .00 .00 439.70 11000.00 458.35 .00 458.90 14.91 5.96 1845.63 2848.79 15440.000 90.00 .00 .00 439.70 14200.00 459.08 .00 459.90 20.81 7.27 1953.84 3113.01 15470.000 30.00 460.50 459.00 439.70 6900.00 457.08 .00 457.35 8.12 4.16 1660.09 2421.66 15470.000 30.00 460.50 459.00 439.70 9700.00 458.05 .00 458.50 12.49 5.38 1802.29 2745.10 15470.000 30.00 460.50 459.00 439.70 11000.00 458.40 .00 458.95 14.72 5.94 1853.29 2867.26 15470.000 30.00 460.50 459.00 439.70 14200.00 460.27 .00 460.95 15.87 6.65 2222.69 3564.55 * 15520.000 50.00 .00 .00 441.30 6900.00 456.93 .00 457.64 25.78 7.09 1358.51 1359.09 * 15520.000 50.00 .00 .00 441.30 9700.00 457.92 .00 458.82 31.45 8.30 1890.26 1729.64 * 15520.000 50.00 .00 .00 441.30 11000.00 458.30 .00 459.26 33.58 8.76 2127.15 1898.17 15520.000 50.00 .00 .00 441.30 14200.00 460.63 .00 461.10 17.05 7.00 4060.63 3438.96 * 15600.000 80.00 .00 .00 441.60 6900.00 457.51 .00 457.88 12.05 4.87 1415.73 1988.09 15600.000 80.00 .00 .00 441.60 9700.00 458.48 .00 459.09 18.32 6.30 1539.93 2266.15 15600.000 80.00 .00 .00 441.60 11000.00 458.78 .00 459.54 21.78 6.96 1579.50 2357.11 15600.000 80.00 .00 .00 441.60 14200.00 460.55 .00 461.51 23.95 7.86 1807.12 2901.64 15610.000 10.00 461.70 459.40 441.60 6900.00 457.55 .00 457.91 11.93 4.86 1420.01 1997.47 15610.000 10.00 461.70 459.40 441.60 9700.00 458.54 .00 459.15 18.01 6.26 1548.50 2285.75 15610.000 10.00 461.70 459.40 441.60 11000.00 460.00 .00 460.62 16.24 6.33 1736.75 2729.57 15610.000 10.00 461.70 459.40 441.60 14200.00 462.52 .00 463.26 15.90 6.89 2073.93 3560.65 15630.000 20.00 .00 .00 441.70 6900.00 457.56 .00 457.94 10.31 5.16 1542.23 2148.80 15630.000 20.00 .00 .00 441.70 9700.00 458.57 .00 459.19 15.19 6.58 1729.27 2488.87 15630.000 20.00 .00 .00 441.70 11000.00 460.07 .00 460.66 13.06 6.53 2018.59 3044.23 15630.000 20.00 .00 .00 441.70 14200.00 462.73 .00 463.32 11.28 6.75 2794.44 4228.30 1 1 1 OryryMNn Nv ^NN.t .t�O�On tiSOa Ov OtiNA pM1�p� �p��pOpA.O �Op�N7 Y O • u �M Ny 0 1 LA0 Oa�a O - p /►% - ~ p � p pp App ��N N �M M �pMppT OOM00% �NNM WNV - UN��p N MO ~ O. A t.t NNM3 NNM. PNNM rNN ANN§ NM�T �O PPNM NMM co U N OO f�N •� O � MMtiM * f.�} .�T O. �O . �O tiddOAQQpN �Q �} M�1 . 00 .tV W dc LU . 00 �O 3 ~ y OO (fO��P M 0�0 M �N I�M00^ 'n �v�pPN � �Op�ypN�. pA. ��p NCO .Cp�O cm O tiO�e M P p er . VN� q!pN. A NO 'f`�IN Mgt cCN Go Vtii 3 NN < e�-�NN r' N CM a�-�NN 10 Pcm NM d M MM VAi CO Nn N 3tiY P 1 Lf% p �M.tN p N .ta00� v OEM 310%0%0 3%0 �n Nf`t• 3 �ninv� 4 333M aoaOr�O M333 �n .O�O�O � ..•. .p p0pp "O N10 L'i 5 -71 pppp NM1 O. 001 t . MOM MOOS pppp . MtiM �0pp I� OO . ��pp O Y .T pp.. M �v 00 .�t} M�O. 47 Y P 01 3 N O P P P A It N O P P P M A 10 It P P P P 1O N 00 M P P P P. fV 1 N P (V P P 001%0%1 P U1 N -t It M M N P A 0 O a0 P P I�- 00 N. d P P P P M N N N N P AN10M O OMti.t OMOD. �.tP� � Mt --� eN-NOO.Mt Lf!tiNti t7 W f` A pp �Np1 f` A �Mp 00 A .Mp 00 A oa M 00 A .Mp § A .t .f d .t d .t 8588 8888 8885 8888 5888 8585 8888 8888 . . . . 5888 . . 8888 . . H _ . . . . . . . . . . . . . . . . . . . . H d' u Sp!M2 N1Z Pto OO 1O f` MNP��pp u1� 0 1O AP y� 10 00 M 0 p00 %n S 00 A 3 O tn (NV M.p P M 0 Ppp Mpp 3 10 Y� 1O A O 1 0 N O N N M 8 Ap r M 00 J N �O 10 P f` 00O� 10 P N 00 f- f- 00 a pC .pp tt��VpVp r- 00 , .N�pp I- 00 o a o �0 .M�pp 3 00 , � . o .0 P �pp f � f �p VV p ,�..pp .Pp Mp � �.p . . . u p ► f � V p .Mp M p ��p rte• 0 .mot . .t .t .mot . .t .t . .fit .T 3 It 4 3 .T . . .t . 5855 8888 5888 8888 8888 5885 5885 8858 8888 8858 o Sgg gSBg 8588 q 8 qS$Q SS8S O� 8588 SS�S I OO O 58� O �08I0 ij P P P P P P P P P \T P P P P P P P P P P P P P P z P r °r ti °i °titii {."�'(.'(: titian ;29;22p 8888 0000 $$$$ $888 _. N ! L 5 u . . . 5 3 35 . . . 3352 . . . . . . . 8885 SS8S 5885 SS8S . SS8S . SS8S • . SS8S . . . SS8S . • . 8888 8888 V J . . . . . • . . W 8888 5888 8888 8888 8888 8888 8888 8888 8888 8888 W LN 8885 5888 5588 8888 8888 8588 8888 8858 8858 8888 LN r u J 6666 PP PP O O O O P PP. O O O O PP P. 0 0 0 NNN O O O O In In In In 0000 y1 In to( f�f{n •f`f` N N N N M PP PP X � OOOO 8888 OOOO 8888 OOOO 8888 OOOO N N oO O O OOOO LA to . . p p p �O �O �O COI MO CMO NOS h I� 1� I� � � � � 8 0 8 0 88 0 �O �O �O �D w w 2 8 I t O 0- N O - O O O O O N P N P O P �N P M P 1� o O 1�oo �D N N N to P P P P 10 1O 1 0 10 N in Y� V1 P P P P 10 10 10 10 V11n �n Y1 P P P P �O �n U1�n in P P P P �n 1n 1n �n P P P P P P P P ti f` � f` P P P P Ilt P P P P 00 00 00 00 P P P P 00 00 OD OD P P P P 49 # # # # # # # # # 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7 1 13NOV92 13:25:34 PAGE 19 SECNO XLCH ELTRO ELLC ELMIN Q CWSEL CRIWS EG 10*KS VCH AREA .01K * 18240.000 30.00 .00 .00 446.90 7500.00 461.79 .00 462.84 60.75 9.25 1333.97 962.24 * 18240.000 30.00 .00 .00 446.90 10500.00 463.06 .00 463.95 50.03 9.21 1970.73 1484.52 18240.000 30.00 .00 .00 446.90 11800.00 463.65 .00 464.45 44.31 9.00 2280.46 1772.68 18240.000 30.00 .00 .00 446.90 15100.00 465.32 .00 465.91 29.94 8.17 3216.63 2759.67 * 18320.000 80.00 .00 .00 447.10 7500.00 462.66 .00 463.21 29.58 7.14 1860.98 1379.02 18320.000 80.00 .00 .00 447.10 10500.00 463.71 .00 464.28 30.34 7.73 2440.67 1906.11 18320.000 80.00 .00 .00 447.10 11800.00 464.20 .00 464.76 28.98 7.78 2725.43 2192.09 18320.000 80.00 .00 .00 447.10 15100.00 465.66 .00 466.13 22.90 7.49 3589.26 3155.11 18450.000 130.00 .00 .00 447.50 7500.00 463.01 .00 463.60 27.87 7.28 1829.23 1420.64 18450.000 130.00 .00 .00 447.50 10500.00 464.07 .00 464.68 29.15 7.92 2420.06 1944.69 18450.000 130.00 .00 .00 447.50 11800.00 464.54 .00 465.15 28.39 8.02 2696.32 2214.60 18450.000 130.00 .00 .00 447.50 15100.00 465.93 .00 466.44 23.32 7.80 3555.47 3126.83 18500.000 50.00 .00 .00 447.60 7500.00 462.79 459.52 463.96 55.01 8.90 1044.58 1011.20 * 18500.000 50.00 .00 .00 447.60 10500.00 463.70 463.11 465.14 64.14 10.28 1472.31 1311.07 * 18500.000 50.00 .00 .00 447.60 11800.00 464.20 .00 465.58 60.55 10.34 1744.12 1516.38 18500.000 50.00 .00 .00 447.60 15100.00 465.75 .00 466.74 41.69 9.46 2688.34 2338.65 * 18514.000 14.00 .00 .00 448.68 7500.00 463.39 .00 464.12 11.63 6.90 1087.20 2198.88 * 18514.000 14.00 .00 .00 448.68 10500.00 464.00 .00 465.24 18.30 8.95 1175.56 2454.31 * 18514.000 14.00 .00 .00 448.68 11800.00 464.18 .00 465.69 21.68 9.83 1202.69 2534.27 18514.000 14.00 .00 .00 448.68 15100.00 465.35 .00 467.22 24.10 10.98 1380.79 3075.90 18515.000 1.00 470.50 469.76 448.68 7500.00 463.36 .00 464.16 16.26 7.18 1044.67 1859.79 18515.000 1.00 470.50 469.76 448.68 10500.00 463.95 .00 465.30 26.06 9.33 1127.56 2056.99 18515.000 1.00 470.50 469.76 448.68 11800.00 464.12 .00 465.75 31.08 10.26 1152.31 2116.77 18515.000 1.00 470.50 469.76 448.68 15100.00 465.27 .00 467.31 35.51 11.48 1320.68 2533.88 18565.000 50.00 470.50 469.84 448.49 7500.00 463.49 .00 464.25 15.01 6.98 1074.36 1936.00 18565.000 50.00 470.50 469.84 448.49 10500.00 464.21 .00 465.45 23.19 8.95 1175.67 2180.36 18565.000 50.00 470.50 469.84 448.49 11800.00 464.47 .00 465.95 26.93 9.75 1213.72 2273.89 18565.000 50.00 470.50 469.84 448.49 15100.00 465.72 .00 467.54 30.32 10.84 1399.06 2742.11 18566.000 1.00 .00 .00 448.49 7500.00 463.48 .00 464.26 9.62 7.13 1111.99 2418.57 18566.000 1.00 .00 .00 448.49 10500.00 464.17 .00 465.49 14.79 9.27 1212.26 2730.40 18566.000 1.00 .00 .00 448.49 11800.00 464.42 .00 466.00 17.18 10.16 1249.15 2847.07 18566.000 1.00 .00 .00 448.49 15100.00 465.61 .00 467.65 19.32 11.59 1430.99 3435.57 18600.000 34.00 .00 .00 447.40 7500.00 464.10 .00 464.44 19.28 5.08 1978.43 1708.15 18600.000 34.00 .00 .00 447.40 10500.00 465.47 .00 465.83 18.16 5.48 2683.81 2463.88 18600.000 34.00 .00 .00 447.40 11800.00 466.06 .00 466.42 17.27 5.56 3003.21 2839.60 18600.000 34.00 .00 .00 447.40 15100.00 467.91 .00 468.22 12.74 5.35 4072.67 4229.78 18615.000 15.00 .00 .00 447.40 7500.00 464.14 .00 464.47 18.97 5.05 1992.21 1721.85 18615.000 15.00 .00 .00 447.40 10500.00 465.50 .00 465.86 17.90 5.45 2699.63 2482.05 18615.000 15.00 .00 .00 447.40 11800.00 466.09 .00 466.45 16.99 5.53 3022.57 2862.96 18615.000 15.00 .00 .00 447.40 15100.00 467.93 .00 468.24 12.58 5.33 4092.30 4257.04 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 13NOV92 13:25:34 PAGE 20 SECNO XLCH ELTRD ELLC ELMIN Q CYSEL CRIYS EG 10*KS VCH AREA .01K * 18650.000 35.00 .00 .00 447.50 7500.00 463.59 459.95 465.24 64.59 10.56 925.63 933.23 * 18650.000 35.00 .00 .00 447.50 10500.00 465.11 464.89 466.46 53.88 10.53 1743.98 1430.47 * 18650.000 35.00 .00 .00 447.50 11800.00 465.82 .00 466.91 44.69 9.% 2186.15 1765.08 18650.000 35.00 .00 .00 447.50 15100.00 467.85 .00 468.44 24.82 8.18 3578.24 3030.84 * .100 510.00 .00 .00 449.00 7500.00 466.32 .00 466.75 15.86 5.76 2158.13 1883.30 * .100 510.00 .00 .00 449.00 10500.00 467.39 .00 467.92 18.83 6.67 2779.34 2419.57 * .100 510.00 .00 .00 449.00 11800.00 467.70 .00 468.29 20.74 7.12 2%3.38 2591.35 .100 510.00 .00 .00 449.00 15100.00 468.82 .00 469.45 21.51 7.66 3627.04 3255.63 * .200 390.00 .00 .00 450.20 7500.00 466.92 .00 467.95 60.45 9.11 1464.48 964.62 * .200 390.00 .00 .00 450.20 10500.00 468.17 .00 469.09 52.67 9.31 2199.77 1446.75 * .200 390.00 .00 .00 450.20 11800.00 468.57 .00 469.50 52.36 9.53 2449.54 1630.76 * .200 390.00 .00 .00 450.20 15100.00 469.72 .00 470.55 45.62 9.54 3195.54 2235.69 * .300 450.00 .00 .00 451.00 7500.00 469.03 .00 469.45 22.95 6.65 2292.32 1565.49 * .300 450.00 .00 .00 451.00 10500.00 470.07 .00 470.57 26.26 7.54 2876.22 2049.11 .300 450.00 .00 .00 451.00 11800.00 470.47 .00 470.99 27.41 7.87 3104.46 2253.71 .300 450.00 .00 .00 451.00 15100.00 471.40 .00 471.98 29.58 8.56 3647.73 2776.15 20540.000 540.00 .00 .00 452.60 7500.00 469.90 .00 470.24 11.91 5.22 2324.01 2173.19 20540.000 540.00 .00 .00 452.60 10500.00 471.04 .00 471.49 14.87 6.19 2835.02 2723.20 20540.000 540.00 .00 .00 452.60 11800.00 471.47 .00 471.% 16.02 6.57 3032.10 2948.32 20540.000 540.00 .00 .00 452.60 15100.00 472.46 .00 473.06 18.57 7.41 3495.97 3503.78 .500 435.00 .00 .00 454.00 7500.00 470.46 .00 470.64 8.04 3.94 2732.15 2645.26 .500 435.00 .00 .00 454.00 10500.00 471.73 .00 471.98 9.85 4.72 3269.27 3345.29 .500 435.00 .00 .00 454.00 11800.00 472.21 .00 472.49 10.55 5.02 3485.36 3632.74 .500 435.00 .00 .00 454.00 15100.00 473.31 .00 473.66 12.07 5.69 4000.42 4345.89 * .600 390.00 .00 .00 455.00 7500.00 470.25 466.73 471.70 61.55 9.69 829.79 956.01 * .600 390.00 .00 .00 455.00 10500.00 471.39 468.61 473.29 72.59 11.39 1228.75 1232.42 * .600 390.00 .00 .00 455.00 11800.00 471.87 469.42 473.87 73.94 11.85 1410.53 1372.29 * .600 390.00 .00 .00 455.00 15100.00 473.05 472.76 475.12 71.95 12.53 1902.30 1780.22 21690.000 325.00 .00 .00 455.90 7500.00 472.10 .00 473.69 58.88 10.29 901.36 977.44 21690.000 325.00 .00 .00 455.90 10500.00 473.60 472.22 475.43 62.26 11.55 1362.57 1330.75 21690.000 325.00 .00 .00 455.90 11800.00 474.13 473.10 476.03 63.21 11.% 1562.51 1484.13 21690.000 325.00 .00 .00 455.90 15100.00 475.20 .00 477.25 66.64 12.95 1999.04 1849.68 * 1.000 530.00 .00 .00 455.50 7500.00 474.68 .00 475.50 20.91 7.63 1300.53 1640.30 * 1.000 530.00 .00 .00 455.50 10500.00 476.40 .00 477.33 21.82 8.49 1785.40 2247.74 * 1.000 530.00 .00 .00 455.50 11800.00 476.99 .00 477.98 22.59 8.87 1951.03 2482.84 * 1.000 530.00 .00 .00 455.50 15100.00 478.20 .00 479.36 25.09 9.84 2296.46 3014.75 * 22600.000 380.00 .00 .00 458.60 7500.00 475.30 .00 476.% 54.89 11.04 988.79 1012.28 * 22600.000 380.00 .00 .00 458.60 10500.00 477.10 .00 478.75 50.83 11.67 1448.06 1472.70 * 22600.000 380.00 .00 .00 458.60 11800.00 477.72 .00 479.40 50.52 11.99 1612.90 1660.15 * 22600.000 380.00 .00 .00 458.60 15100.00 479.06 .00 480.85 51.37 12.83 1975.40 2106.74 I 1 1 I I 1 I i I 1 1 1 I I 13NOV92 13:25:34 PAGE 21 SECHO XLCH ELTRD ELLC ELMIN 0 CWSEL CRIWS EG 10*KS VCH AREA .01K * 2.000 570.00 .00 .00 459.60 7500.00 478.00 .00 478.94 22.89 8.11 1144.09 1567.69 2.000 570.00 .00 .00 459.60 10500.00 479.59 .00 480.81 26.78 9.48 1459.03 2029.05 2.000 570.00 .00 .00 459.60 11800.00 480.18 .00 481.51 28.27 10.00 1580.58 2219.35 2.000 570.00 .00 .00 459.60 15100.00 481.49 .00 483.08 31.63 11.18 1865.38 2684.77 23900.000 730.00 .00 .00 463.00 7500.00 479.98 .00 480.42 17.18 5.39 1509.88 1809.24 23900.000 730.00 .00 .00 463.00 10500.00 481.82 .00 482.32 15.51 5.87 2125.32 2666.45 23900.000 730.00 .00 .00 463.00 11800.00 482.51 .00 483.04 15.05 6.04 2376.81 3041.50 * 23900.000 730.00 .00 .00 463.00 15100.00 484.07 .00 484.65 14.32 6.46 2956.74 3990.78 3.000 465.00 .00 .00 463.80 7500.00 480.66 .00 481.10 12.49 5.46 1561.97 2121.96 3.000 465.00 .00 .00 463.80 10500.00 482.44 .00 482.99 13.25 6.25 2026.41 2884.08 3.000 465.00 .00 .00 463.80 11800.00 483.11 .00 483.71 13.52 6.54 2215.81 3208.84 3.000 465.00 .00 .00 463.80 15100.00 484.63 .00 485.33 14.12 7.20 2662.88 4018.05 * 4.000 560.00 .00 .00 464.84 7500.00 481.49 .00 482.19 29.14 6.73 1124.59 1389.33 * 4.000 560.00 .00 .00 464.84 10500.00 483.24 .00 484.18 30.84 7.81 1397.86 1890.82 * 4.000 560.00 .00 .00 464.84 11800.00 483.90 .00 484.93 31.60 8.23 1516.05 2099.20 * 4.000 560.00 .00 .00 464.84 15100.00 485.38 .00 486.64 33.12 9.14 1820.91 2623.71 5.000 145.00 .00 .00 465.90 7500.00 481.96 .00 482.54 19.16 6.19 1299.04 1713.35 5.000 145.00 .00 .00 465.90 10500.00 483.84 .00 484.56 19.88 7.02 1760.06 2354.68 5.000 145.00 .00 .00 465.90 11800.00 484.57 .00 485.32 19.85 7.27 1966.79 2648.53 5.000 145.00 .00 .00 465.90 15100.00 486.23 .00 487.04 19.32 7.75 2514.61 3435.53 24930.000 220.00 .00 .00 466.40 7500.00 482.49 .00 482.92 15.14 5.92 1717.61 1927.42 24930.000 220.00 .00 .00 466.40 10500.00 484.42 .00 484.95 16.06 6.73 2168.34 2619.76 24930.000 220.00 .00 .00 466.40 11800.00 485.14 .00 485.72 16.44 7.04 2352.49 2910.24 24930.000 220.00 .00 .00 466.40 15100.00 486.76 .00 487.43 17.29 7.73 2794.42 3631.23 6.000 90.00 .00 .00 466.80 7500.00 482.35 .00 483.21 25.27 7.62 1143.21 1491.87 6.000 90.00 .00 .00 466.80 10500.00 484.21 .00 485.28 27.21 8.71 1534.17 2013.00 6.000 90.00 .00 .00 466.80 11800.00 484.92 .00 486.06 27.63 9.07 1709.44 2244.96 6.000 90.00 .00 .00 466.80 15100.00 486.53 .00 487.78 28.05 9.81 2135.94 2851.07 * 25085.000 80.00 .00 .00 467.10 7500.00 481.84 .00 483.94 104.23 11.66 661.03 734.63 * 25085.000 80.00 .00 .00 467.10 10500.00 483.66 482.47 486.03 89.50 12.57 942.10 1109.87 * 25085.000 80.00 .00 .00 467.10 11800.00 484.41 483.40 486.77 82.12 12.71 1102.95 1302.12 * 25085.000 80.00 .00 .00 467.10 15100.00 486.12 .00 488.41 68.16 12.90 1499.11 1829.03 25135.000 50.00 .00 .00 467.00 7500.00 482.95 .00 484.39 58.62 9.73 840.96 979.55 25135.000 50.00 .00 .00 467.00 10500.00 484.85 .00 486.44 52.19 10.51 1215.25 1453.42 25135.000 50.00 .00 .00 467.00 11800.00 485.48 .00 487.16 51.65 10.87 1351.33 1641.82 25135.000 50.00 .00 .00 467.00 15100.00 486.89 .00 488.75 51.00 11.71 1669.75 2114.45 25185.000 50.00 .00 .00 467.60 7500.00 483.59 .00 484.66 36.94 8.66 1023.96 1234.05 25185.000 50.00 .00 .00 467.60 10500.00 485.37 .00 486.69 37.94 9.80 1334.17 1704.69 25185.000 50.00 .00 .00 467.60 11800.00 485.96 .00 487.40 39.23 10.30 1446.70 1883.90 25185.000 50.00 .00 .00 467.60 15100.00 487.24 .00 488.99 42.96 11.52 1698.05 2303.70 I 1 1 I 1 1 1 I 1 1 I 1 1 1 1 1 1 1 1 1 13NOV92 13:25:34 PAGE 22 SECNO XLCH ELTRD ELLC ELMIN G CWSEL CRIWS EG 10*KS VCH AREA 01K * 25235.000 50.00 .00 .00 467.90 7500.00 484.23 .00 484.81 12.45 6.22 1351.86 2125.23 * 25235.000 50.00 .00 .00 467.90 10500.00 486.07 .00 486.85 14.67 7.36 1687.32 2741.24 * 25235.000 50.00 .00 .00 467.90 11800.00 486.70 .00 487.58 15.70 7.82 1810.58 2977.88 * 25235.000 50.00 .00 .00 467.90 15100.00 488.08 .00 489.19 18.23 8.91 2092.76 3536.83 25280.000 45.00 .00 .00 467.40 7500.00 484.48 .00 484.87 7.81 5.05 1530.37 2683.86 25280.000 45.00 .00 .00 467.40 10500.00 486.35 .00 486.93 9.77 6.15 1801.47 3358.86 25280.000 45.00 .00 .00 467.40 11800.00 487.00 .00 487.66 10.68 6.60 1901.02 3610.14 25280.000 45.00 .00 .00 467.40 15100.00 488.39 .00 489.28 12.99 7.69 2129.10 4189.22 25325.000 45.00 .00 .00 467.30 7500.00 484.60 .00 484.91 7.00 4.50 1668.17 2835.38 25325.000 45.00 .00 .00 467.30 10500.00 486.52 .00 486.98 8.84 5.43 1938.01 3532.33 25325.000 45.00 .00 .00 467.30 11800.00 487.19 .00 487.72 9.62 5.82 2038.06 3804.88 25325.000 45.00 .00 .00 467.30 15100.00 488.65 .00 489.35 11.39 6.75 2271.23 4474.59 25375.000 50.00 .00 .00 467.90 7500.00 484.66 .00 484.95 6.81 4.28 1750.39 2873.78 25375.000 50.00 .00 .00 467.90 10500.00 486.62 .00 487.03 8.44 5.12 2050.56 3615.02 25375.000 50.00 .00 .00 467.90 11800.00 487.30 .00 487.77 9.23 5.47 2158.85 3883.28 25375.000 50.00 .00 .00 467.90 15100.00 488.81 .00 489.42 11.34 6.27 2406.46 4483.60 25421.000 46.00 .00 .00 468.00 7500.00 484.78 .00 484.98 4.66 3.59 2090.60 3475.63 25421.000 46.00 .00 .00 468.00 10500.00 486.79 .00 487.07 5.72 4.27 2457.05 4391.45 25421.000 46.00 .00 .00 468.00 11800.00 487.50 .00 487.82 6.20 4.55 2590.57 4739.10 25421.000 46.00 .00 .00 468.00 15100.00 489.06 .00 489.48 7.39 5.22 2893.59 5553.56 25422.000 1.00 495.00 491.75 468.00 7500.00 484.78 .00 484.99 2.98 3.73 2009.04 4345.66 25422.000 1.00 495.00 491.75 468.00 10500.00 486.78 .00 487.08 3.73 4.44 2364.45 5436.60 25422.000 1.00 495.00 491.75 468.00 11800.00 487.48 .00 487.83 4.07 4.73 2494.30 5848.97 25422.000 1.00 495.00 491.75 468.00 15100.00 489.04 .00 489.50 4.92 5.41 2789.16 6810.59 25542.000 120.00 495.00 491.75 468.70 7500.00 484.80 .00 485.04 3.34 3.89 1930.06 4102.72 25542.000 120.00 495.00 491.75 468.70 10500.00 486.81 .00 487.14 4.11 4.59 2285.56 5180.22 25542.000 120.00 495.00 491.75 468.70 11800.00 487.52 .00 487.89 4.46 4.88 2415.94 5589.70 25542.000 120.00 495.00 491.75 468.70 15100.00 489.09 .00 489.57 5.32 5.57 2712.31 6546.64 25543.000 1.00 .00 .00 468.70 7500.00 484.83 .00 485.04 2.04 3.73 2012.09 5252.39 25543.000 1.00 .00 .00 468.70 10500.00 486.85 .00 487.15 2.45 4.41 2381.08 6706.% 25543.000 1.00 .00 .00 468.70 11800.00 487.56 .00 487.90 2.64 4.69 2515.87 7261.65 25543.000 1.00 .00 .00 468.70 15100.00 489.14 .00 489.58 3.11 5.35 2822.42 8565.94 * 25568.000 25.00 .00 .00 468.90 7500.00 484.75 .00 485.14 9.86 5.01 1497.% 2388.50 * 25568.000 25.00 .00 .00 468.90 10500.00 486.74 .00 487.28 11.28 5.94 1775.28 3126.83 * 25568.000 25.00 .00 .00 468.90 11800.00 487.43 .00 488.06 11.% 6.34 1882.15 3411.74 * 25568.000 25.00 .00 .00 468.90 15100.00 488.% .00 489.78 13.68 7.27 2138.77 4081.87 25618.000 50.00 .00 .00 469.50 7500.00 484.77 .00 485.21 11.45 5.33 1407.46 2216.79 25618.000 50.00 .00 .00 469.50 10500.00 486.75 .00 487.37 12.99 6.31 1674.71 2913.24 25618.000 50.00 .00 .00 469.50 11800.00 487.44 .00 488.14 13.77 6.73 1781.41 3179.55 25618.000 50.00 .00 .00 469.50 15100.00 488.97 .00 489.88 15.63 7.69 2052.% 3819.55 I 1 1 1 I 1 1 l 1 1 1 l 1 1 l 1 l 13MOV92 13:25:34 PAGE 23 SECNO XLCH ELTRD ELLC ELMIN C CWSEL CRIWS EG 10*KS VCH AREA .01K 25668.000 50.00 .00 .00 469.10 7500.00 484.83 .00 485.27 13.81 5.32 1409.45 2018.19 25668.000 50.00 .00 .00 469.10 10500.00 486.86 .00 487.44 14.15 6.11 1738.53 2791.08 25668.000 50.00 .00 .00 469.10 11800.00 487.58 .00 488.22 14.52 6.44 1872.33 3096.56 25668.000 50.00 .00 .00 469.10 15100.00 489.17 .00 489.97 15.50 7.23 2210.01 3835.63 25714.000 46.00 .00 .00 470.00 7500.00 484.79 .00 485.41 25.22 6.31 1188.88 1493.47 25714.000 46.00 .00 .00 470.00 10500.00 486.84 .00 487.57 25.26 6.83 1549.58 2089.19 25714.000 46.00 .00 .00 470.00 11800.00 487.57 .00 488.34 24.30 7.07 1713.21 2393.88 25714.000 46.00 .00 .00 470.00 15100.00 489.20 .00 490.08 22.77 7.61 2153.37 3164.45 25754.000 40.00 .00 .00 469.10 7500.00 484.96 .00 485.50 18.07 6.05 1360.31 1764.11 25754.000 40.00 .00 .00 469.10 10500.00 486.98 .00 487.66 17.63 6.81 1779.29 2500.91 25754.000 40.00 .00 .00 469.10 11800.00 487.71 .00 488.43 17.70 7.10 1983.96 2804.53 25754.000 40.00 .00 .00 469.10 15100.00 489.34 .00 490.17 17.65 7.71 2568.65 3594.68 25820.000 66.00 .00 .00 468.40 7600.00 484.91 .00 485.74 30.01 8.75 1584.24 1387.31 25820.000 66.00 .00 .00 468.40 10600.00 487.12 .00 487.79 22.73 8.48 2408.56 2223.19 25820.000 66.00 .00 .00 468.40 11900.00 487.94 .00 488.57 20.99 8.45 2747.76 2597.46 25820.000 66.00 .00 .00 468.40 15100.00 489.73 .00 490.31 18.11 8.44 3555.74 3548.17 26170.000 350.00 .00 .00 470.20 7600.00 485.74 .00 487.23 55.19 11.05 1106.08 1022.99 * 26170.000 350.00 .00 .00 470.20 10600.00 487.61 .00 489.04 48.86 11.48 1575.23 1516.40 * 26170.000 350.00 .00 .00 470.20 11900.00 488.34 .00 489.75 46.68 11.62 1765.86 1741.78 * 26170.000 350.00 .00 .00 470.20 15100.00 490.00 .00 491.39 42.61 11.94 2204.38 2313.28 26550.000 380.00 .00 .00 471.10 7600.00 487.88 .00 488.89 34.33 8.15 996.19 1297.14 26550.000 380.00 .00 .00 471.10 10600.00 489.30 .00 490.69 39.65 9.64 1228.47 1683.37 26550.000 380.00 .00 .00 471.10 11900.00 489.89 .00 491.42 40.85 10.15 1327.36 1861.92 26550.000 380.00 .00 .00 471.10 15100.00 491.28 .00 493.12 42.76 11.23 1558.80 2309.17 26880.000 330.00 .00 .00 472.90 7600.00 488.87 .00 490.14 36.67 9.17 908.13 1255.05 26880.000 330.00 .00 .00 472.90 10600.00 490.42 .00 492.14 42.56 10.81 1151.29 1624.76 26880.000 330.00 .00 .00 472.90 11900.00 491.04 .00 492.93 44.14 11.38 1253.72 1791.24 26880.000 330.00 .00 .00 472.90 15100.00 492.47 .00 494.71 46.76 12.57 1497.02 2208.21 * 27050.000 165.00 .00 .00 473.00 6700.00 489.26 .00 491.13 73.20 11.19 688.70 783.11 * 27050.000 165.00 .00 .00 473.00 9400.00 490.99 .00 493.15 73.83 12.45 963.37 1093.98 * 27050.000 165.00 .00 .00 473.00 10500.00 491.73 .00 493.88 70.13 12.62 1090.97 1253.82 27050.000 165.00 .00 .00 473.00 13400.00 493.36 .00 495.58 65.55 13.21 1378.83 1655.06 * 27400.000 420.00 .00 .00 473.90 6700.00 492.02 .00 492.87 24.91 7.81 1195.47 1342.47 * 27400.000 420.00 .00 .00 473.90 9400.00 494.03 .00 494.67 19.46 7.51 2173.17 2130.75 * 27400.000 420.00 .00 .00 473.90 10500.00 494.70 .00 495.28 17.43 7.34 2575.17 2515.18 * 27400.000 420.00 .00 .00 473.90 13400.00 496.31 .00 496.76 13.58 6.96 3570.91 3635.61 27540.000 140.00 .00 .00 475.00 6700.00 492.41 .00 493.27 31.77 7.43 902.05 1188.72 27540.000 140.00 .00 .00 475.00 9400.00 494.12 .00 495.30 36.10 8.68 1082.36 1564.41 * 27540.000 140.00 .00 .00 475.00 10500.00 494.68 .00 495.99 38.44 9.20 1141.36 1693.63 27540.000 140.00 .00 .00 475.00 13400.00 496.40 .00 497.17 24.45 7.90 2607.88 2710.18 13NOV92 13:25:34 1 1 1 l CRIWS EG 10*KS .00 493.43 32.26 .00 495.51 35.99 .00 496.23 37.96 .00 499.92 6.83 .00 493.74 39.28 .00 495.69 31.81 .00 496.43 24.40 .00 499.97 6.57 .00 501.41 27.74 .00 503.01 33.67 .00 503.30 40.52 .00 503.82 78.23 .00 501.70 31.71 .00 503.47 42.26 .00 503.87 51.45 .00 504.80 94.26 .00 501.79 120.09 .00 503.62 173.32 .00 504.06 213.88 .00 505.22 404.23 .00 501.92 114.92 .00 503.81 161.61 .00 504.32 193.28 .00 505.89 263.37 .00 501.99 28.32 .00 503.92 35.41 .00 504.46 40.60 .00 506.13 48.64 .00 502.14 21.16 .00 504.12 21.03 .00 504.68 21.81 .00 506.40 19.40 .00 504.14 22.54 .00 506.06 22.04 .00 506.65 21.97 .00 508.13 19.82 1 1 1 PAGE 24 VCH AREA .01K 7.47 897.51 1179.67 8.68 1083.54 1566.96 9.16 1146.16 1704.28 4.45 4876.98 5129.21 9.35 853.37 1069.05 9.15 1602.61 1666.73 8.40 2167.49 2125.65 5.20 4816.00 5228.77 8.06 1145.66 1272.09 9.36 1421.24 1620.01 10.32 1445.17 1649.53 14.04 1334.99 1515.00 7.79 860.46 1189.89 9.54 985.23 1445.94 10.57 993.49 1463.87 14.05 953.92 1380.20 8.49 789.34 611.40 10.44 900.22 714.00 11.61 904.44 717.97 15.78 849.25 666.49 8.33 804.21 624.99 10.14 926.88 739.43 11.13 943.35 755.27 13.19 1016.08 825.70 7.49 894.84 1259.02 8.98 1046.19 1579.65 9.75 1076.76 1647.91 11.19 1197.95 1921.42 7.25 1285.92 1456.50 7.86 1781.16 2049.65 8.19 1952.22 2248.51 8.30 2630.20 3042.00 6.83 1284.46 1411.30 7.22 1853.38 2002.06 7.34 2088.91 2239.89 7.30 2837.26 3009.59 1 1 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL 27570.000 30.00 4 %.80 498.50 475.20 6700.00 492.56 27570.000 30.00 4 %.80 498.50 475.20 9400.00 494.34 27570.000 30.00 4 %.80 498.50 475.20 10500.00 494.92 * 27570.000 30.00 4 %.80 498.50 475.20 13400.00 499.73 27620.000 50.00 .00 .00 475.50 6700.00 492.43 27620.000 50.00 .00 .00 475.50 9400.00 494.62 27620.000 50.00 .00 .00 475.50 10500.00 495.62 27620.000 50.00 .00 .00 475.50 13400.00 499.74 30130.000 2510.00 .00 .00 483.70 6700.00 500.69 30130.000 2510.00 .00 .00 483.70 9400.00 502.08 30130.000 2510.00 .00 .00 483.70 10500.00 502.18 * 30130.000 2510.00 .00 .00 483.70 13400.00 501.70 30189.000 59.00 .00 .00 486.80 6700.00 500.76 30189.000 59.00 .00 .00 486.80 9400.00 502.06 30189.000 59.00 .00 .00 486.80 10500.00 502.14 30189.000 59.00 .00 .00 486.80 13400.00 501.73 * 30190.000 1.00 513.30 510.40 486.80 6700.00 500.67 * 30190.000 1.00 513.30 510.40 486.80 9400.00 501.92 * 30190.000 1.00 513.30 510.40 486.80 10500.00 501.97 * 30190.000 1.00 513.30 510.40 486.80 13400.00 501.35 30200.000 10.00 513.30 510.40 486.80 6700.00 500.84 30200.000 10.00 513.30 510.40 486.80 9400.00 502.22 30200.000 10.00 513.30 510.40 486.80 10500.00 502.39 30200.000 10.00 513.30 510.40 486.80 13400.00 503.19 * 30201.000 1.00 .00 .00 486.80 6700.00 501.12 * 30201.000 1.00 .00 .00 486.80 9400.00 502.67 * 30201.000 1.00 .00 .00 486.80 10500.00 502.98 * 30201.000 1.00 .00 .00 486.80 13400.00 504.18 30250.000 49.00 .00 .00 483.80 6700.00 501.57 30250.000 49.00 .00 .00 483.80 9400.00 503.50 30250.000 49.00 .00 .00 483.80 10500.00 504.02 * 30250.000 49.00 .00 .00 483.80 13400.00 505.78 31310.000 1060.00 .00 .00 487.80 6700.00 503.65 31310.000 1060.00 .00 .00 487.80 9400.00 505.56 31310.000 1060.00 .00 .00 487.80 10500.00 506.15 31310.000 1060.00 .00 .00 487.80 13400.00 507.68 1 1 1 l CRIWS EG 10*KS .00 493.43 32.26 .00 495.51 35.99 .00 496.23 37.96 .00 499.92 6.83 .00 493.74 39.28 .00 495.69 31.81 .00 496.43 24.40 .00 499.97 6.57 .00 501.41 27.74 .00 503.01 33.67 .00 503.30 40.52 .00 503.82 78.23 .00 501.70 31.71 .00 503.47 42.26 .00 503.87 51.45 .00 504.80 94.26 .00 501.79 120.09 .00 503.62 173.32 .00 504.06 213.88 .00 505.22 404.23 .00 501.92 114.92 .00 503.81 161.61 .00 504.32 193.28 .00 505.89 263.37 .00 501.99 28.32 .00 503.92 35.41 .00 504.46 40.60 .00 506.13 48.64 .00 502.14 21.16 .00 504.12 21.03 .00 504.68 21.81 .00 506.40 19.40 .00 504.14 22.54 .00 506.06 22.04 .00 506.65 21.97 .00 508.13 19.82 1 1 1 PAGE 24 VCH AREA .01K 7.47 897.51 1179.67 8.68 1083.54 1566.96 9.16 1146.16 1704.28 4.45 4876.98 5129.21 9.35 853.37 1069.05 9.15 1602.61 1666.73 8.40 2167.49 2125.65 5.20 4816.00 5228.77 8.06 1145.66 1272.09 9.36 1421.24 1620.01 10.32 1445.17 1649.53 14.04 1334.99 1515.00 7.79 860.46 1189.89 9.54 985.23 1445.94 10.57 993.49 1463.87 14.05 953.92 1380.20 8.49 789.34 611.40 10.44 900.22 714.00 11.61 904.44 717.97 15.78 849.25 666.49 8.33 804.21 624.99 10.14 926.88 739.43 11.13 943.35 755.27 13.19 1016.08 825.70 7.49 894.84 1259.02 8.98 1046.19 1579.65 9.75 1076.76 1647.91 11.19 1197.95 1921.42 7.25 1285.92 1456.50 7.86 1781.16 2049.65 8.19 1952.22 2248.51 8.30 2630.20 3042.00 6.83 1284.46 1411.30 7.22 1853.38 2002.06 7.34 2088.91 2239.89 7.30 2837.26 3009.59 1 1 1 1 1 1 1 1 1 1 I l 1 13NOV92 13:25:34 GRAPEVINE CREEK FILE SUMMARY PRINTOUT TABLE 150 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 15350.000 6900.00 456.38 .00 .00 .00 495.02 .00 15350.000 9700.00 457.45 1.07 .00 .00 592.22 .00 15350.000 11000.00 457.86 .41 .00 .00 619.07 .00 15350.000 14200.00 458.75 .89 .00 .00 671.43 .00 * 15440.000 6900.00 457.06 .00 .68 .00 145.79 90.00 * 15440.000 9700.00 458.01 .95 .56 .00 147.00 90.00 * 15440.000 11000.00 458.35 .34 .49 .00 147.00 90.00 15440.000 14200.00 459.08 .74 .33 .00 147.00 90.00 15470.000 6900.00 457.08 .00 .02 .00 145.92 30.00 15470.000 9700.00 458.05 .97 .04 .00 147.00 30.00 15470.000 11000.00 458.40 .35 .05 .00 147.00 30.00 15470.000 14200.00 460.27 1.87 1.19 .00 460.29 30.00 * 15520.000 6900.00 456.93 .00 -.16 .00 463.79 50.00 * 15520.000 9700.00 457.92 1.00 -.13 .00 603.68 50.00 * 15520.000 11000.00 458.30 .38 -.10 .00 656.50 50.00 15520.000 14200.00 460.63 2.33 .36 .00 945.03 50.00 * 15600.000 6900.00 457.51 .00 .58 .00 129.00 80.00 15600.000 9700.00 458.48 .96 .55 .00 129.00 80.00 15600.000 11000.00 458.78 .31 .48 .00 129.00 80.00 15600.000 14200.00 460.55 1.77 -.08 .00 129.00 80.00 15610.000 6900.00 457.55 .00 .03 .00 129.00 10.00 15610.000 9700.00 458.54 1.00 .07 .00 129.00 10.00 15610.000 11000.00 460.00 1.46 1.22 .00 129.00 10.00 15610.000 14200.00 462.52 2.52 1.97 .00 162.76 10.00 15630.000 6900.00 457.56 .00 .01 .00 182.21 20.00 15630.000 9700.00 458.57 1.01 .03 .00 188.77 20.00 15630.000 11000.00 460.07 1.50 .07 .00 198.68 20.00 15630.000 14200.00 462.73 2.66 .21 .00 537.02 20.00 15640.000 6900.00 457.60 .00 .04 .00 177.00 10.00 15640.000 9700.00 458.63 1.03 .06 .00 184.11 10.00 15640.000 11000.00 460.12 1.49 .05 .00 194.28 10.00 15640.000 14200.00 462.77 2.65 .04 .00 540.53 10.00 15650.000 6900.00 457.61 .00 .01 .00 177.07 10.00 15650.000 9700.00 458.65 1.04 .02 .00 184.21 10.00 15650.000 11000.00 460.13 1.49 .01 .00 194.42 10.00 15650.000 14200.00 462.78 2.64 .01 .00 542.23 10.00 1 1 1 1 l 1 1 1 PAGE 25 1 l 1 1 1 1 1 1 PAGE 26 13NOV92 13:25:34 SECNO 0 CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 15660.000 6900.00 457.53 .00 -.08 .00 156.10 10.00 15660.000 9700.00 458.52 .99 -.13 .00 163.52 10.00 15660.000 11000.00 460.01 1.49 -.12 .00 175.11 10.00 15660.000 14200.00 462.66 2.65 -.12 .00 506.94 10.00 15680.000 6900.00 457.69 .00 .16 .00 173.01 20.00 15680.000 9700.00 458.81 1.12 .29 .00 180.27 20.00 15680.000 11000.00 460.30 1.49 .29 .00 190.78 20.00 15680.000 14200.00 462.95 2.65 .30 .00 556.82 20.00 15730.000 6900.00 457.80 .00 .11 .00 195.70 50.00 15730.000 9700.00 458.98 1.18 .17 .00 202.29 50.00 15730.000 11000.00 460.45 1.47 .15 .00 213.05 50.00 15730.000 14200.00 463.09 2.64 .14 .00 602.00 50.00 16480.000 6900.00 458.92 .00 1.12 .00 729.57 750.00 * 16480.000 9700.00 460.33 1.40 1.35 .00 740.93 750.00 * 16480.000 11000.00 461.55 1.22 1.10 .00 744.56 750.00 * 16480.000 14200.00 463.% 2.42 .87 .00 751.74 750.00 * 17600.000 7500.00 460.41 .00 1.49 .00 644.25 1120.00 * 17600.000 10500.00 461.68 1.27 1.35 .00 730.57 1120.00 * 17600.000 11800.00 462.53 .85 .98 .00 733.13 1120.00 * 17600.000 15100.00 464.60 2.07 .64 .00 739.40 1120.00 * 17980.000 7500.00 461.% .00 1.55 .00 606.16 380.00 * 17980.000 10500.00 463.09 1.13 1.41 .00 631.30 380.00 * 17980.000 11800.00 463.64 .55 1.11 .00 643.54 380.00 17980.000 15100.00 465.25 1.61 .65 .00 665.83 380.00 18150.000 7500.00 462.06 .00 .10 .00 546.62 170.00 18150.000 10500.00 463.21 1.14 .12 .00 572.41 170.00 18150.000 11800.00 463.75 .55 .12 .00 584.72 170.00 18150.000 15100.00 465.35 1.60 .10 .00 617.47 170.00 18210.000 7500.00 462.16 .00 .10 .00 530.05 60.00 18210.000 10500.00 463.32 1.16 .11 .00 559.75 60.00 18210.000 11800.00 463.86 .54 .11 .00 573.63 60.00 18210.000 15100.00 465.44 1.58 .09 .00 610.79 60.00 * 18240.000 7500.00 461.79 .00 -.37 .00 481.09 30.00 * 18240.000 10500.00 463.06 1.27 -.26 .00 518.41 30.00 18240.000 11800.00 463.65 .59 -.21 .00 537.23 30.00 18240.000 15100.00 465.32 1.67 -.12 .00 584.10 30.00 * 18320.000 7500.00 462.66 .00 .87 .00 540.15 80.00 18320.000 10500.00 463.71 1.05 .65 .00 565.83 80.00 18320.000 11800.00 464.20 .49 .55 .00 577.83 80.00 18320.000 15100.00 465.66 1.46 .33 .00 611.95 80.00 1 l 1 1 1 1 1 1 PAGE 26 1 1 1 1 1 1 1 1 1 1 1 13NOV92 13:25:34 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 18450.000 7500.00 463.01 .00 .35 .00 537.53 130.00 18450.000 10500.00 464.07 1.06 .36 .00 572.63 130.00 18450.000 11800.00 464.54 .48 .34 .00 591.61 130.00 18450.000 15100.00 465.93 1.39 .27 .00 647.10 130.00 18500.000 7500.00 462.79 .00 -.22 .00 436.63 50.00 * 18500.000 10500.00 463.70 .91 -.37 .00 519.68 50.00 * 18500.000 11800.00 464.20 .50 -.35 .00 568.50 50.00 18500.000 15100.00 465.75 1.55 -.18 .00 639.73 50.00 * 18514.000 7500.00 463.39 .00 .60 .00 143.71 14.00 * 18514.000 10500.00 464.00 .61 .30 .00 147.50 14.00 * 18514.000 11800.00 464.18 .19 -.01 .00 148.64 14.00 18514.000 15100.00 465.35 1.17 -.40 .00 155.93 14.00 18515.000 7500.00 463.36 .00 -.03 .00 138.48 1.00 18515.000 10500.00 463.95 .59 -.05 .00 142.16 1.00 18515.000 11800.00 464.12 .17 -.06 .00 143.24 1.00 18515.000 15100.00 465.27 1.15 -.08 .00 150.38 1.00 18565.000 7500.00 463.49 .00 .13 .00 138.64 50.00 18565.000 10500.00 464.21 .72 .26 .00 143.02 50.00 18565.000 11800.00 464.47 .26 .35 .00 144.63 50.00 18565.000 15100.00 465.72 1.25 .45 .00 152.24 50.00 18566.000 7500.00 463.48 .00 -.01 .00 143.61 1.00 18566.000 10500.00 464.17 .69 -.03 .00 147.80 1.00 18566.000 11800.00 464.42 .25 -.05 .00 149.31 1.00 18566.000 15100.00 465.61 1.19 -.11 .00 156.56 1.00 18600.000 7500.00 464.10 .00 .62 .00 494.13 34.00 18600.000 10500.00 465.47 1.37 1.30 .00 537.39 34.00 18600.000 11800.00 466.06 .59 1.64 .00 553.97 34.00 18600.000 15100.00 467.91 1.85 2.30 .00 600.88 34.00 18615.000 7500.00 464.14 .00 .03 .00 495.25 15.00 18615.000 10500.00 465.50 1.37 .03 .00 538.22 15.00 18615.000 11800.00 466.09 .59 .03 .00 554.96 15.00 18615.000 15100.00 467.93 1.84 .02 .00 601.68 15.00 * 18650.000 7500.00 463.59 .00 -.55 .00 421.45 35.00 * 18650.000 10500.00 465.11 1.52 -.40 .00 607.58 35.00 * 18650.000 11800.00 465.82 .71 -.28 .00 631.64 35.00 18650.000 15100.00 467.85 2.04 -.08 .00 754.75 35.00 * .100 7500.00 466.32 .00 2.72 .00 561.20 510.00 * .100 10500.00 467.39 1.08 2.28 .00 582.92 510.00 * .100 11800.00 467.70 .31 1.89 .00 589.20 510.00 .100 15100.00 468.82 1.11 .96 .00 609.30 510.00 1 1 1 1 PAGE 27 1 I 1 i 1 1 1 1 1 1 1 1 1 1 I 1 1 1 13NOV92 13:25:34 SECNO A CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCN * .200 7500.00 466.92 .00 .60 .00 544.83 390.00 * .200 10500.00 468.17 1.25 .78 .00 620.31 390.00 * .200 11800.00 468.57 .40 .87 .00 632.27 390.00 * .200 15100.00 469.72 1.15 .91 .00 666.73 390.00 * .300 7500.00 469.03 .00 2.11 .00 541.85 450.00 * .300 10500.00 470.07 1.04 1.90 .00 572.84 450.00 .300 11800.00 470.47 .40 1.89 .00 577.33 450.00 .300 15100.00 471.40 .93 1.68 .00 587.90 450.00 20540.000 7500.00 469.90 .00 .87 .00 438.13 540.00 20540.000 10500.00 471.04 1.14 .97 .00 456.40 540.00 20540.000 11800.00 471.47 .43 1.00 .00 463.15 540.00 20540.000 15100.00 472.46 .99 1.06 .00 480.47 540.00 .500 7500.00 470.46 .00 .56 .00 401.64 435.00 .500 10500.00 471.73 1.27 .69 .00 444.79 435.00 .500 11800.00 472.21 .48 .74 .00 457.93 435.00 .500 15100.00 473.31 1.10 .85 .00 478.83 435.00 * .600 7500.00 470.25 .00 -.21 .00 324.97 390.00 * .600 10500.00 471.39 1.15 -.33 .00 370.84 390.00 * .600 11800.00 471.87 .48 -.34 .00 389.% 390.00 * .600 15100.00 473.05 1.18 -.25 .00 442.53 390.00 21690.000 7500.00 472.10 .00 1.85 .00 252.47 325.00 21690.000 10500.00 473.60 1.50 2.21 .00 361.41 325.00 21690.000 11800.00 474.13 .53 2.26 .00 393.% 325.00 21690.000 15100.00 475.20 1.06 2.14 .00 425.91 325.00 * 1.000 7500.00 474.68 .00 2.58 .00 276.39 530.00 * 1.000 10500.00 476.40 1.73 2.80 .00 283.64 530.00 * 1.000 11800.00 476.99 .58 2.85 .00 284.53 530.00 * 1.000 15100.00 478.20 1.21 3.00 .00 286.% 530.00 * 22600.000 7500.00 475.30 .00 .62 .00 247.65 380.00 * 22600.000 10500.00 477.10 1.80 .70 .00 261.52 380.00 * 22600.000 11800.00 477.72 .62 .74 .00 266.32 380.00 * 22600.000 15100.00 479.06 1.33 .86 .00 279.99 380.00 * 2.000 7500.00 478.00 .00 2.71 .00 190.43 570.00 2.000 10500.00 479.59 1.59 2.49 .00 204.78 570.00 2.000 11800.00 480.18 .59 2.46 .00 210.42 570.00 2.000 15100.00 481.49 1.31 2.43 .00 224.81 570.00 23900.000 7500.00 479.98 .00 1.98 .00 308.24 730.00 23900.000 10500.00 481.82 1.84 2.23 .00 358.49 730.00 23900.000 11800.00 482.51 .69 2.33 .00 366.31 730.00 * 23900.000 15100.00 484.07 1.56 2.58 .00 375.43 730.00 1 PAGE 28 1 1 1 1 1 1 1 1 1 1 1 1 1 l l 13NOV92 13:25:34 SECNO Q CWSEL DIFWSP DIFWSX DIFKSS TOPWID XLCH 3.000 7500.00 480.66 .00 .68 .00 232.28 465.00 3.000 10500.00 482.44 1.78 .62 .00 279.42 465.00 3.000 11800.00 483.11 .67 .60 .00 286.13 465.00 3.000 15100.00 484.63 1.52 .55 .00 303.86 465.00 * 4.000 7500.00 481.49 .00 .83 .00 141.42 560.00 * 4.000 10500.00 483.24 1.75 .81 .00 173.82 560.00 * 4.000 11800.00 483.90 .65 .79 .00 187.88 560.00 * 4.000 15100.00 485.38 1.48 .75 .00 224.54 560.00 5.000 7500.00 481.% .00 .47 .00 215.66 145.00 5.000 10500.00 483.84 1.88 .60 .00 272.34 145.00 5.000 11800.00 484.57 .72 .67 .00 299.48 145.00 5.000 15100.00 486.23 1.66 .85 .00 347.81 145.00 24930.000 7500.00 482.49 .00 .53 .00 221.11 220.00 24930.000 10500.00 484.42 1.93 .58 .00 248.38 220.00 24930.000 11800.00 485.14 .72 .57 .00 262.10 220.00 24930.000 15100.00 486.76 1.62 .53 .00 281.32 220.00 6.000 7500.00 482.35 .00 -.14 .00 188.29 90.00 6.000 10500.00 484.21 1.86 -.20 .00 238.45 90.00 6.000 11800.00 484.92 .71 -.22 .00 257.87 90.00 6.000 15100.00 486.53 1.61 -.23 .00 271.92 90.00 * 25085.000 7500.00 481.84 .00 -.51 .00 124.46 80.00 * 25085.000 10500.00 483.66 1.82 -.55 .00 198.32 80.00 * 25085.000 11800.00 484.41 .75 -.51 .00 223.08 80.00 * 25085.000 15100.00 486.12 1.71 -.41 .00 240.41 80.00 25135.000 7500.00 482.95 .00 1.11 .00 170.57 50.00 25135.000 10500.00 484.85 1.90 1.19 .00 212.82 50.00 25135.000 11800.00 485.48 .64 1.08 .00 218.66 50.00 25135.000 15100.00 486.89 1.41 .77 .00 232.61 50.00 25185.000 7500.00 483.59 .00 .64 .00 160.58 50.00 25185.000 10500.00 485.37 1.78 .52 .00 185.67 50.00 25185.000 11800.00 485.% .60 .48 .00 191.64 50.00 25185.000 15100.00 487.24 1.28 .35 .00 201.93 50.00 * 25235.000 7500.00 484.23 .00 .64 .00 172.02 50.00 * 25235.000 10500.00 486.07 1.84 .70 .00 191.19 50.00 * 25235.000 11800.00 486.70 .63 .74 .00 197.22 50.00 * 25235.000 15100.00 488.08 1.38 .84 .00 211.36 50.00 25280.000 7500.00 484.48 .00 .25 .00 137.87 45.00 25280.000 10500.00 486.35 1.87 .28 .00 151.87 45.00 25280.000 11800.00 487.00 .64 .29 .00 157.13 45.00 25280.000 15100.00 488.39 1.40 .31 .00 172.45 45.00 1 1 1 ) PAGE 29 1 ] 1 1 1 1 1 1 1 1 1 1 l t 1 13NOV92 13:25:34 SECNO 0 CWSEL DIFWSP DIFWSX DIFKSS TOPWID XLCH 25325.000 7500.00 484.60 .00 .12 .00 134.09 45.00 25325.000 10500.00 486.52 1.92 .17 .00 147.26 45.00 25325.000 11800.00 487.19 .67 .19 .00 152.73 45.00 25325.000 15100.00 488.65 1.46 .25 .00 167.57 45.00 25375.000 7500.00 484.66 .00 .07 .00 149.66 50.00 25375.000 10500.00 486.62 1.% .10 .00 157.00 50.00 25375.000 11800.00 487.30 .68 .12 .00 160.28 50.00 25375.000 15100.00 488.81 1.50 .16 .00 169.52 50.00 25421.000 7500.00 484.78 .00 .12 .00 178.13 46.00 25421.000 10500.00 486.79 2.01 .17 .00 187.37 46.00 25421.000 11800.00 487.50 .71 .19 .00 190.62 46.00 25421.000 15100.00 489.06 1.56 .25 .00 197.80 46.00 25422.000 7500.00 484.78 .00 -.01 .00 173.14 1.00 25422.000 10500.00 486.78 2.00 -.01 .00 182.34 1.00 25422.000 11800.00 487.48 .71 -.01 .00 185.59 1.00 25422.000 15100.00 489.04 1.56 -.02 .00 192.77 1.00 25542.000 7500.00 484.80 .00 .03 .00 172.% 120.00 25542.000 10500.00 486.81 2.01 .04 .00 182.34 120.00 25542.000 11800.00 487.52 .71 .04 .00 185.66 120.00 25542.000 15100.00 489.09 1.57 .05 .00 193.00 120.00 25543.000 7500.00 484.83 .00 .02 .00 178.04 1.00 25543.000 10500.00 486.85 2.02 .03 .00 187.50 1.00 25543.000 11800.00 487.56 .71 .04 .00 190.84 1.00 25543.000 15100.00 489.14 1.58 .05 .00 198.22 1.00 * 25568.000 7500.00 484.75 .00 -.08 .00 134.01 25.00 * 25568.000 10500.00 486.74 1.98 -.11 .00 149.20 25.00 * 25568.000 11800.00 487.43 .70 -.13 .00 157.90 25.00 * 25568.000 15100.00 488.% 1.53 -.17 .00 177.06 25.00 25618.000 7500.00 484.77 .00 .02 .00 128.03 50.00 25618.000 10500.00 486.75 1.98 .01 .00 148.93 50.00 25618.000 11800.00 487.44 .69 .01 .00 162.47 50.00 25618.000 15100.00 488.97 1.53 .01 .00 192.67 50.00 25668.000 7500.00 484.83 .00 .06 .00 149.65 50.00 25668.000 10500.00 486.86 2.03 .11 .00 178.59 50.00 25668.000 11800.00 487.58 .72 .14 .00 194.45 50.00 25668.000 15100.00 489.17 1.59 .20 .00 229.64 50.00 25714.000 7500.00 484.79 .00 -.04 .00 152.69 46.00 25714.000 10500.00 486.84 2.05 -.02 .00 210.11 46.00 25714.000 11800.00 487.57 .73 -.01 .00 239.58 46.00 25714.000 15100.00 489.20 1.63 .03 .00 299.53 46.00 1 1 1 I 1 1 1 1 PAGE 30 PAGE 31 13NOV92 13:25:34 SECNO Q CWSEL DIFWSP DIFWSX DIFKSS TOPWID XLCH 25754.000 7500.00 484.96 .00 .16 .00 174.08 40.00 25754.000 10500.00 486.98 2.02 .14 .00 260.18 40.00 25754.000 11800.00 487.71 .72 .14 .00 305.68 40.00 25754.000 15100.00 489.34 1.64 .14 .00 408.65 40.00 25820.000 7600.00 484.91 .00 -.05 .00 339.68 66.00 25820.000 10600.00 487.12 2.21 .14 .00 405.44 66.00 25820.000 11900.00 487.94 .81 .23 .00 426.46 66.00 25820.000 15100.00 489.73 1.80 .39 .00 472.79 66.00 26170.000 7600.00 485.74 .00 .83 .00 242.81 350.00 * 26170.000 10600.00 487.61 1.87 .49 .00 257.47 350.00 * 26170.000 11900.00 488.34 .73 .41 .00 261.82 350.00 * 26170.000 15100.00 490.00 1.65 .27 .00 268.13 350.00 26550.000 7600.00 487.88 .00 2.14 .00 159.65 380.00 26550.000 10600.00 489.30 1.42 1.69 .00 165.28 380.00 26550.000 11900.00 489.89 .60 1.55 .00 166.13 380.00 26550.000 15100.00 491.28 1.39 1.28 .00 168.11 380.00 26880.000 7600.00 488.87 .00 .99 .00 144.37 330.00 26880.000 10600.00 490.42 1.55 1.12 .00 162.30 330.00 26880.000 11900.00 491.04 .62 1.15 .00 165.88 330.00 26880.000 15100.00 492.47 1.43 1.20 .00 174.11 330.00 * 27050.000 6700.00 489.26 .00 .40 .00 135.98 165.00 * 27050.000 9400.00 490.99 1.73 .58 .00 171.58 165.00 * 27050.000 10500.00 491.73 .74 .69 .00 174.28 165.00 27050.000 13400.00 493.36 1.63 .89 .00 180.00 165.00 * 27400.000 6700.00 492.02 .00 2.76 .00 353.13 420.00 * 27400.000 9400.00 494.03 2.00 3.03 .00 590.84 420.00 * 27400.000 10500.00 494.70 .68 2.97 .00 598.84 420.00 * 27400.000 13400.00 496.31 1.61 2.95 .00 639.30 420.00 27540.000 6700.00 492.41 .00 .39 .00 103.40 140.00 27540.000 9400.00 494.12 1.71 .10 .00 106.25 140.00 * 27540.000 10500.00 494.68 .56 -.02 .00 107.17 140.00 27540.000 13400.00 496.40 1.72 .09 .00 637.88 140.00 27570.000 6700.00 492.56 .00 .15 .00 103.33 30.00 27570.000 9400.00 494.34 1.78 .21 .00 106.27 30.00 27570.000 10500.00 494.92 .59 .24 .00 107.24 30.00 * 27570.000 13400.00 499.73 4.80 3.33 .00 791.40 30.00 27620.000 6700.00 492.43 .00 -.13 .00 226.31 50.00 27620.000 9400.00 494.62 2.19 .28 .00 450.71 50.00 27620.000 10500.00 495.62 1.00 .69 .00 590.73 50.00 27620.000 13400.00 499.74 4.12 .01 .00 745.17 50.00 PAGE 31 I 1 1 13HOV92 1 13:25:34 1 1 1 1 1 I 1 SECHO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 30130.000 6700.00 500.69 .00 8.26 .00 155.23 2510.00 30130.000 9400.00 502.08 1.39 7.46 .00 236.06 2510.00 30130.000 10500.00 502.18 .10 6.56 .00 241.55 2510.00 * 30130.000 13400.00 501.70 -.48 1.96 .00 221.65 2510.00 30189.000 6700.00 500.76 .00 .07 .00 93.99 59.00 30189.000 9400.00 502.06 1.30 -.02 .00 97.95 59.00 30189.000 10500.00 502.14 .08 -.04 .00 98.12 59.00 30189.000 13400.00 501.73 -.41 .04 .00 97.01 59.00 * 30190.000 6700.00 500.67 .00 -.08 .00 86.73 1.00 * 30190.000 9400.00 501.92 1.25 -.13 .00 90.59 1.00 * 30190.000 10500.00 501.97 .05 -.17 .00 90.74 1.00 * 30190.000 13400.00 501.35 -.62 -.38 .00 88.84 1.00 30200.000 6700.00 500.84 .00 .17 .00 87.26 10.00 30200.000 9400.00 502.22 1.37 .29 .00 91.17 10.00 30200.000 10500.00 502.39 .18 .42 .00 91.45 10.00 30200.000 13400.00 503.19 .79 1.84 .00 92.69 10.00 * 30201.000 6700.00 501.12 .00 .27 .00 95.11 1.00 * 30201.000 9400.00 502.67 1.55 .45 .00 99.24 1.00 * 30201.000 10500.00 502.98 .31 .59 .00 99.89 1.00 * 30201.000 13400.00 504.18 1.20 .99 .00 102.92 1.00 30250.000 6700.00 501.57 .00 .45 .00 206.39 49.00 30250.000 9400.00 503.50 1.93 .83 .00 308.41 49.00 30250.000 10500.00 504.02 .53 1.04 .00 337.40 49.00 * 30250.000 13400.00 505.78 1.75 1.59 .00 439.34 49.00 31310.000 6700.00 503.65 .00 2.08 .00 193.75 1060.00 31310.000 9400.00 505.56 1.91 2.07 .00 382.73 1060.00 31310.000 10500.00 506.15 .59 2.13 .00 419.05 1060.00 31310.000 13400.00 507.68 1.52 1.90 .00 542.56 1060.00 1 1 I 1 PAGE 32 1 I 1 I T T T T APPENDIX D T TRIB. NO. 1 & 3 T T T T T EXISTING CONDITIONS TRIBUTARY NO. 1 I * HEC -2 WATER SURFACE PROFILES * * Version 4.6.0; February 1991 * * RUN DATE 13NOV92 TIME 13:21:22 i l 1 l x x xxxxxxx xxxxx xxxxx x x x x x x x x x x x x xxxxxxx xxxx x xxxxx xxxxx x x x x x x x x x x x x x xxxxxxx xxxxx xxxxxxx * U.S. ARMY CORPS OF ENGINEERS * HYDROLOGIC ENGINEERING CENTER * 609 SECOND STREET, SUITE D * DAVIS, CALIFORNIA 95616 -4687 * (916) 756 -1104 ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 1 i 1 1 1 1 1 1 1 l 13NOV92 13:21:22 1 1 1 1 1 1 i 1 t 1 1 1 PAGE 1 THIS RUN EXECUTED 13NOV92 13:21:22 HEC -2 WATER SURFACE PROFILES Version 4.6.0; February 1991 T1 TRIB #1 TO GRAPEVINE CREEK -- CREEKVIEW ADDITION-- COPPELL, TEXAS T2 100 YEAR PROFILE- -XSEC FROM COPPELL TOPO -START WS AT GRAPEVINE 10-YR T3 NATHAN D. MAIER ENGINEERS DLJ 6/12/87 FILE: TRIBIWS J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0. 2. 481.90 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE -1. -1. NC 0.100 0.100 0.060 0.3 0.5 QT 2.0 1500. 1500. 1500. X1 0. 10. 95. 171. X3 102. 488. 136. 488. GR 486. 485. 35. 484. 58. 482. 85. 480. 95. GR 470. 115. 470. 123. 480. 171. 482. 178. 483. 235. NC .1 .1 .03 D/S FACE OF PROPOSED BETHEL ROAD (3- 10 NBC) X1 0.1 6. 100. 131.17 5. 5. 5. GR 486.47 486.47 100. 471.8 100. 471.8 131.17 486.47 131.17 GR 486.47 250. SB 1.25 1.982 2.7 31.17 1.17 180. 0. 473.5 471.8 X1 1.9 6. 100. 131.17 150. 150. 150. X2 1. 479.5 486.47 BT 4. 100. 486.47 100. 486.47 479.5 131.17 486.47 479.5 ST 131.17 486.47 GR 486.47 486.47 100. 473.5 100. 473.5 131.17 486.47 131.17 GR 486.47 250. NC .1 .1 .06 .1 .3 X1 2. 12. 75. 190. 10. 30. 10. X3 102. 488. 153. 488. GR 490. 0. 488. 61. 486. 75. 484. 85. 482. 95. GR 480. 103. 473.5 124. 473.5 132. 480. 155. 486. 190. GR 488. 240. 490. 320. QT 2.0 1445. 1445. 1445. X1 3. 11. 110. 215. 210. 180. 260. GR 496. 0. 494. 68. 492. 110. 490. 120. 480. 130. GR 476.4 139. 476.4 146. 480. 160. 490. 215. 492. 260. GR 494. 310. 1 1 1 1 l 1 1 1 1 1 1 1 1 1 l 1 1 1 1 13NOV92 13:21:22 PAGE 2 X1 4. 8. 82. 140. 310. 260. 340. GR 500. 0. 490. 82. 480.8 99. 480.8 106. 490. 120. GR 492. 140. 494. 165. 4 %. 228. X1 5. 9. 200. 240. 160. 225. 210. GR 502. 0. 500. 90. 490. 200. 482.8 217. 482.8 224. GR 490. 240. 4 %. 260. 498. 275. 500. 320. X1 6. 10. 85. 174. 230. 290. 275. GR 504. 0. 502. 71. 500. 85. 490. 120. 487. 132. GR 487. 139. 490. 148. 500. 174. 502. 240. 504. 300. QT 2.0 1360. 1360. 1360. X1 7. 10. 140. 210. 240. 170. 220. GR 508. 0. 506. 60. 504. 105. 502. 130. 500. 140. GR 493.6 170. 493.6 176. 500. 210. 502. 230. 504. 290. 1 I 1 1 13MOV92 13:21:22 PAGE 3 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH GROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIH SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *PROF 1 CCHV= .300 CEHV= .500 * SECNO .000 3470 ENCROACHMENT STATIONS= 102.0 136.0 TYPE= 1 TARGET= 34.000 ELENCL= 488.00 ELENCR= 488.00 .000 11.90 481.90 .00 481.90 482.19 .29 .00 .00 488.00 1500.0 .0 1500.0 .0 .0 344.7 .0 .0 .0 488.00 .00 .00 4.35 .00 .000 .060 .000 .000 470.00 102.00 .002377 0. 0. 0. 0 0 0 .00 34.00 136.00 * SECNO .100 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.69 D/S FACE OF PROPOSED BETHEL ROAD (3- 10'x6' NBC) .100 10.08 481.88 .00 .00 482.23 .35 .01 .03 486.47 1500.0 .0 1500.0 .0 .0 314.1 .0 .0 .0 486.47 .00 .00 4.78 .00 .000 .030 .000 .000 471.80 100.00 .000830 5. 5. 5. 2 0 0 .00 31.17 131.17 SPECIAL BRIDGE SB XK XKOR COFQ RDLEN BWC BWP BAREA SS ELCHU ELCHD 1.25 1.98 2.70 .00 31.17 1.17 180.00 .00 473.50 471.80 * SECNO 1.900 PRESSURE FLOW EGPRS EGLWC H3 QWEIR QPR BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA 484.01 482.42 .03 0. 1500. 180. 180. 479.50 486.47 0. 1.900 10.17 483.67 .00 .00 484.01 .35 1.78 .00 486.47 1500.0 .0 1500.0 .0 .0 316.9 .0 1.1 .1 486.47 .01 .00 4.73 .00 .000 .030 .000 .000 473.50 100.00 .000810 150. 150. 150. 2 0 0 .00 31.17 131.17 1 I 1 1 1 1 1 l 1 1 1 i i 1 1 i 1 13NOV92 13:21:22 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELKIN SSTA SLOPE XLOSL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST CCHV= .100 CEHV= .300 *SECNO 2.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .63 3470 ENCROACHMENT STATIONS= 102.0 153.0 TYPE= 1 TARGET= 51.000 ELENCL- 488.00 ELENCR= 488.00 2.000 10.31 483.81 .00 .00 484.04 .23 .01 .01 488.00 1500.0 .0 1500.0 .0 .0 388.4 .0 1.2 .1 488.00 .01 .00 3.86 .00 .000 .060 .000 .000 473.50 102.00 .002049 10. 10. 30. 2 0 0 .00 51.00 153.00 *SECNO 3.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .53 3.000 8.13 484.53 .00 .00 484.98 .45 .88 .06 492.00 1445.0 .0 1445.0 .0 .0 269.5 .0 3.2 .5 490.00 .02 .00 5.36 .00 .000 .060 .000 .000 476.40 125.47 .006740 210. 260. 180. 2 0 0 .00 59.47 184.94 *SECNO 4.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 46 4.000 7.06 487.86 .00 .00 489.68 1.82 4.29 .41 490.00 1445.0 .0 1445.0 .0 .0 133.5 .0 4.7 .8 492.00 .03 .00 10.82 .00 .000 .060 .000 .000 480.80 85.95 .031671 310. 340. 260. 5 0 0 .00 30.80 116.75 *SECNO 5.000 3301 HV CHANGED MORE THAN HVINS 1 1 1 1 1 1 PAGE 4 I 1 1 1 1 I 1 1 1 1 1 1 1 1 i 13NOV92 13:21:22 4.9 15.9 237.3 4.8 5.7 1.0 PAGE 5 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELNIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.29 5.000 8.91 491.71 .00 .00 492.26 .55 2.45 .13 490.00 1445.0 16.4 1423.7 4.9 15.9 237.3 4.8 5.7 1.0 490.00 .04 1.03 6.00 1.01 .100 .060 .100 .000 482.80 181.28 .006022 160. 210. 225. 1 0 0 .00 64.39 245.67 * SECNO 6.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .68 6.000 6.91 493.91 .00 .00 494.65 .75 2.34 .06 500.00 1445.0 .0 1445.0 .0 .0 208.6 .0 7.1 1.4 500.00 .05 .00 6.93 .00 .000 .060 .000 .000 487.00 106.32 .012899 230. 275. 290. 3 0 0 .00 51.85 158.17 * SECNO 7.000 3301 HV CHANGED MORE THAN HVINS 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 7.000 4.82 498.42 498.42 .00 499.78 1.37 4.53 .19 500.00 1360.0 .0 1360.0 .0 .0 144.8 .0 8.0 1.6 500.00 .06 .00 9.39 .00 .000 .060 .000 .000 493.60 147.43 .039647 240. 220. 170. 9 19 0 .00 54.15 201.58 1 1 1 1 I 1 I 1 1 I I I I 1 1 1 1 I I 1 13NOV92 13:21:22 PAGE 6 THIS RUN EXECUTED 13NOV92 13:21:25 ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** HEC -2 WATER SURFACE PROFILES Version 4.6.0; February 1991 ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** NOTE- ASTERISK ( *) AT LEFT OF CROSS - SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST NATHAN D. MAIER ENGINEER SUMMARY PRINTOUT TABLE 150 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10 *KS VCH AREA .01K .000 .00 .00 .00 470.00 1500.00 481.90 .00 482.19 23.77 4.35 344.74 307.66 * .100 5.00 .00 .00 471.80 1500.00 481.88 .00 482.23 8.30 4.78 314.08 520.55 1.900 150.00 486.47 479.50 473.50 1500.00 483.67 .00 484.01 8.10 4.73 316.89 527.08 * 2.000 10.00 .00 .00 473.50 1500.00 483.81 .00 484.04 20.49 3.86 388.41 331.36 * 3.000 260.00 .00 .00 476.40 1445.00 484.53 .00 484.98 67.40 5.36 269.45 176.01 * 4.000 340.00 .00 .00 480.80 1445.00 487.86 .00 489.68 316.71 10.82 133.52 81.20 * 5.000 210.00 .00 .00 482.80 1445.00 491.71 .00 492.26 60.22 6.00 258.00 186.21 * 6.000 275.00 .00 .00 487.00 1445.00 493.91 .00 494.65 128.99 6.93 208.60 127.23 * 7.000 220.00 .00 .00 493.60 1360.00 498.42 498.42 499.78 396.47 9.39 144.82 68.30 i I I 1 1 1 l 1 1 1 I 1 1 i 13NOV92 13:21:22 NATHAN D. MAIER ENGINEER SUMMARY PRINTOUT TABLE 150 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH .000 1500.00 481.90 .00 .00 .00 34.00 .00 * .100 1500.00 481.88 .00 -.02 .00 31.17 5.00 1.900 1500.00 483.67 .00 1.79 .00 31.17 150.00 * 2.000 1500.00 483.81 .00 .14 .00 51.00 10.00 * 3.000 1445.00 484.53 .00 .73 .00 59.47 260.00 * 4.000 1445.00 487.86 .00 3.33 .00 30.80 340.00 * 5.000 1445.00 491.71 .00 3.84 .00 64.39 210.00 * 6.000 1445.00 493.91 .00 2.20 .00 51.85 275.00 * 7.000 1360.00 498.42 .00 4.51 .00 54.15 220.00 i PAGE 7 1 1 1 1 P - TRIBUTARY NO. 3 0- I * HEC -2 WATER SURFACE PROFILES * * * Version 4.6.0; February 1991 * * RUN DATE 13NOV92 TIME 13:23:52 I 1 ) 1 x x xxxxxxx xxxxx xxxxx x x x x x x x x x x x x xxxxxxx xxxx x xxxxx xxxxx x x x x x x x x x x x x x xxxxxxx xxxxx xxxxxxx 1 l 1 1 1 * U.S. ARMY CORPS OF ENGINEERS * HYDROLOGIC ENGINEERING CENTER * 609 SECOND STREET, SUITE D * DAVIS, CALIFORNIA 95616 -4687 * (916) 756 -1104 ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 1 1 1 1 1 1 l 1 1 1 1 1 1 1 1 1 1 1 l l 1 l 13NOV92 13:23:52 PAGE 1 Version 4.6.0; February 1991 THIS RUN EXECUTED 13NOV92 13:23:52 HEC -2 WATER SURFACE PROFILES Version 4.6.0; February 1991 T1 TRIB #3 TO GRAPEVINE CREEK- - CREEKVIEW ADDITION-- COPPELL, TEXAS T2 100 YEAR PROFILE -XSEC FROM COPPELL TOPO -START WS AT GRAPEVINE 10-YR. T3 NATHAN D. MAIER ENGINEERS DLJ 6/12/87 FILE: TRIBUS J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0. 2. 475.11 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBY CHNIM ITRACE -1. -1. NC 0.100 0.100 0.060 0.3 0.5 QT 2.0 600. 600. 600. X1 1. 12. 270. 300. 0. 0. 0. X3 250. 480. 315. 480. GR 480. 0. 478. 40. 476. 125. 474. 230. 472. 240. GR 470. 270. 465.04 282. 465.04 286. 470. 300. 472. 330. GR 474. 370. 476. 430. NC .1 .1 .03 D/S FACE OF PROPOSED BETHEL ROAD (2- 8 NBC) X1 1.3 6. 100. 116.58 40. 60. 70. GR 479.43 479.43 100. 465.9 100. 465.9 116.58 479.43 116.58 GR 479.43 250 QT 2. 565. 565. 565. SB 1.25 2.006 2.7 16.58 0.58 64. 0. 467.1 465.9 X1 1.7 6. 100. 116.58 100. 100. 100. X2 1. 471.1 479.43 BT 4. 100. 479.43 100. 479.43 471.1 116.58 479.43 471.1 ST 116.58 479.43 GR 479.43 479.43 100. 467.1 100. 467.1 116.58 479.43 116.58 GR 479.43 250. NC .1 .1 .06 .1 .3 X1 2. 17. 180. 285. 60. 35. 55. X3 190. 480. 255. 480. GR 490. 0. 488. 30. 486. 65. 484. 90. 482. 105. GR 480. 130. 478. 148. 476. 155. 474. 180. 472. 190. GR 470. 210. 467.8 220. 467.8 224. 470. 240. 480. 285. GR 482. 320. 484. 360. I I 1 1 1 1 1 l 1 1 1 1 1 1 i 1 1 1 l 13NOV92 13:23:52 PAGE 2 QT 2. 550. 550. 550. X1 3. 11. 120. 230. 200. 210. 200. X3 160. 480. 210. 480. GR 490. 0. 488. 25. 486. 60. 484. 80. W. 105. GR 480. 120. 471.05 168. 471.05 172. 480. 230. 486. 275. GR 488. 300. X1 4. 11. 115. 220. 140. 120. 150. X3 130. 480. 180. 480. GR 490. 0. 484. 90. 482. 100. 480. 115. 473.3 143. GR 473.3 147. 480. 220. 482. 230. 484. 240. 488. 260. GR 490. 290. 1 l I 1 1 I ) 1 1 I 1 1 I I 1 13MOV92 13:23:52 PAGE 3 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELKIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *PROF 1 CCHV= .300 CEHV= .500 *SECNO 1.000 3470 ENCROACHMENT STATIONS= 250.0 315.0 TYPE= 1 TARGET= 65.000 ELENCL= 480.00 ELENCR= 480.00 1.000 10.07 475.11 .00 475.11 475.16 .05 .00 .00 470.00 600.0 67.9 480.4 51.7 88.9 237.6 69.1 .0 .0 470.00 .00 .76 2.02 .75 .100 .060 .100 .000 465.04 250.00 .000457 0. 0. 0. 0 0 0 .00 65.00 315.00 *SECNO 1.300 D/S FACE OF PROPOSED BETHEL ROAD (2- 8'x4' NBC) 1.300 9.16 475.06 .00 .00 475.30 .24 .04 .09 479.43 600.0 .0 600.0 .0 .0 151.8 .0 .4 .1 479.43 .00 .00 3.95 .00 .000 .030 .000 .000 465.90 100.00 .000896 40. 70. 60. 2 0 0 .00 16.58 116.58 SPECIAL BRIDGE SS XK XKOR COFQ RDLEN BWC BWP BAREA SS ELCHU ELCHD 1.25 2.01 2.70 .00 16.58 .58 64.00 .00 467.10 465.90 *SECNO 1.700 PRESSURE FLOW EGPRS EGLWC H3 QWEIR QPR BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA 477.48 475.36 .02 0. 565. 64. 64. 471.10 479.43 0. 1.700 10.21 477.31 .00 .00 477.48 .17 2.19 .00 479.43 565.0 .0 565.0 .0 .0 169.3 .0 .8 .1 479.43 .01 .00 3.34 .00 .000 .030 .000 .000 467.10 100.00 .000597 100. 100. 100. 2 0 0 .00 16.58 116.58 CCHV= .100 CEHV= .300 I I i I ) 1 1 I ) I I ) 1 1 1 ) 1 13MOV92 13:23:52 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROS ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST * SECNO 2.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.76 3470 ENCROACHMENT STATIONS= 190.0 255.0 TYPE= 1 TARGET= 65.000 ELENCL= 480.00 ELENCR= 480.00 2.000 9.70 477.50 .00 .00 477.52 .02 .02 .02 480.00 565.0 .0 565.0 .0 .0 479.6 .0 1.2 .1 480.00 .03 .00 1.18 .00 .000 .060 .000 .000 467.80 190.00 .000192 60. 55. 35. 2 0 0 .00 65.00 255.00 * SECNO 3.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .30 3470 ENCROACHMENT STATIONS= 160.0 210.0 TYPE= 1 TARGET= 50.000 ELENCL= 480.00 ELENCR = 480.00 3.000 6.47 477.52 .00 .00 477.63 .11 .09 .03 480.00 550.0 .0 550.0 .0 .0 206.2 .0 2.8 .4 480.00 .05 .00 2.67 .00 .000 .060 .000 .000 471.05 160.00 .002047 200. 200. 210. 2 0 0 .00 50.00 210.00 * SECNO 4.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .68 3470 ENCROACHMENT STATIONS= 130.0 180.0 TYPE= 1 TARGET= 50.000 ELENCL= 480.00 ELENCR = 480.00 4.000 4.61 477.91 .00 .00 478.09 .18 .44 .02 480.00 550.0 .0 550.0 .0 .0 160.2 .0 3.4 .6 480.00 .06 .00 3.43 .00 .000 .060 .000 .000 473.30 130.00 .004460 140. 150. 120. 2 0 0 .00 50.00 180.00 1 ) PAGE 4 i ) 1 ) 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 13NOV92 13:23:52 PAGE 5 THIS RUN EXECUTED 13NOV92 13:23:55 HEC -2 WATER SURFACE PROFILES Version 4.6.0; February 1991 ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** NOTE- ASTERISK M AT LEFT OF CROSS- SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST NATHAN D. MAIER ENGINEER SUMMARY PRINTOUT TABLE 150 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10*KS VCH AREA .01K 1.000 .00 .00 .00 465.04 600.00 475.11 .00 475.16 4.57 2.02 395.63 280.73 1.300 70.00 .00 .00 465.90 600.00 475.06 .00 475.30 8.% 3.95 151.83 200.45 1.700 100.00 479.43 471.10 467.10 565.00 477.31 .00 477.48 5.97 3.34 169.32 231.16 * 2.000 55.00 .00 .00 467.80 565.00 477.50 .00 477.52 1.92 1.18 479.62 407.42 * 3.000 200.00 .00 .00 471.05 550.00 477.52 .00 477.63 20.47 2.67 206.23 121.56 * 4.000 150.00 .00 .00 473.30 550.00 477.91 .00 478.09 44.60 3.43 160.21 82.36 1 1 1 1 PAGE 6 1 1 1 1 13NOV92 13:23:52 NATHAN D. MAIER ENGINEER SUMMARY PRINTOUT TABLE 150 SECNO G CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 1.000 600.00 475.11 .00 .00 .00 65.00 .00 1.300 600.00 475.06 .00 -.05 .00 16.58 70.00 1.700 565.00 477.31 .00 2.25 .00 16.58 100.00 * 2.000 565.00 477.50 .00 .18 .00 65.00 55.00 * 3.000 550.00 477.52 .00 .03 .00 50.00 200.00 * 4.000 550.00 477.91 .00 .39 .00 50.00 150.00 1 1 1 1 PAGE 6 1 1 1 1 APPENDIX E TRIB. NO. 1 & 3 AS BUILT CONDITIONS TRIBUTARY NO. 1 x x xxxxxxx xxxxx xxxxx x x x * HEC -2 WATER SURFACE PROFILES * * U.S. ARMY CORPS OF ENGINEERS * x * * HYDROLOGIC ENGINEERING CENTER * Version 4.6.0; February 1991 * * 609 SECOND STREET, SUITE D * x * * DAVIS, CALIFORNIA 95616 -4687 * RUN DATE 13NOV92 TIME 13:17:09 * * (916) 756-1104 ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ******** * * * * * * * * * * * * * * * * ** * * * * * * * * * * * ** x x xxxxxxx xxxxx xxxxx x x x x x x x X x x x x xxxxxxx xxxx x xxxxx xxxxx x x x x x x x x x x x x x xxxxxxx xxxxx xxxxxxx 1 1 i I I I I I 1 I 13NOV92 13:17:09 THIS RUN EXECUTED 13NOV92 13:17:09 PAGE 1 THIS RUN EXECUTED 13NOV92 13:17:09 HEC -2 WATER SURFACE PROFILES Version 4.6.0; February 1991 Ti TRIB #1 TO GRAPEVINE CREEK- - CREEKVIEW ADDITION-- COPPELL, TEXAS T2 100 YEAR PROFILE -XSEC FROM COPPELL TOPO -START WS AT GRAPEVINE 10-YR T3 NATHAN D. MAIER ENGINEERS FILE: N01ASBLT --AS BUILT CONDITIONS 8/92 J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0. 2. 481.90 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE -1. -1. NC 0.100 0.100 0.060 0.3 0.5 QT 2.0 1500. 1500. 1500. X1 0. 12. 95. 171. X3 102. 488. 136. 488. GR 486. 485. 35. 484. 58. 482. 85. 480. 95. GR 470. 115. 470. 123. 480. 171. 482. 178. 482.3 196. GR 486. 196.1 486. 235. NC .1 .1 .03 D/S FACE OF PROPOSED BETHEL ROAD (3- 10 MBC) X1 0.1 6. 100. 131.17 5. 5. 5. GR 486.47 486.47 100. 471.8 100. 471.8 131.17 486.47 131.17 GR 486.47 250. SB 1.25 1.982 2.7 31.17 1.17 180. 0. 473.5 471.8 X1 1.9 6. 100. 131.17 150. 150. 150. X2 1. 479.5 486.47 BT 4. 100. 486.47 100. 486.47 479.5 131.17 486.47 479.5 BT 131.17 486.47 GR 486.47 486.47 100. 473.5 100. 473.5 131.17 486.47 131.17 GR 486.47 250. NC .1 .1 .06 .1 .3 X1 2. 12. 75. 190. 10. 30. 10. X3 102. 488. 153. 488. GR 490. 0. 488. 61. 486. 75. 484. 85. 482. 95. GR 480. 103. 473.5 124. 473.5 132. 480. 155. 486. 190. GR 488. 240. 490. 320. 13NOV92 13:17:09 PAGE 2 QT 2.0 1445. 1445. 1445. X1 3. 11. 110. 215. 210. 180. 260. GR 496. 0. 494. 68. 492. 110. 490. 120. 480. 130. GR 476.4 139. 476.4 146. 480. 160. 490. 215. 492. 260. GR 494. 310. X1 4. 8. 82. 140. 310. 260. 340. GR 500. 0. 490. 82. 480.8 99. 480.8 106. 490. 120. GR 492. 140. 494. 165. 496. 228. X1 5. 11. 200. 240. 160. 225. 210. GR 502. 0. 500. 90. 490. 200. 482.8 217. 482.8 224. GR 490. 240. 493. 250. 496.7 250.1 496.7 265. 498. 275. GR 500. 320. X1 6. 10. 85. 174. 230. 290. 275. GR 504. 0. 502. 71. 500. 85. 490. 120. 487. 132. GR 487. 139. 490. 148. 500. 174. 502. 240. 504. 300. QT 2.0 1360. 1360. 1360. X1 7. 10. 140. 210. 240. 170. 220. GR 508. 0. 506. 60. 504. 105. 502. 130. 500. 140. GR 493.6 170. 493.6 176. 500. 210. 502. 230. 504. 290. f 1 1 I ! 13NOV92 13:17:09 l 1 1 1 1 1 1 1 1 1 PAGE 3 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACM AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *PROF 1 CCHV= .300 CEHV= .500 * SECNO .000 3470 ENCROACHMENT STATIONS= 102.0 136.0 TYPE= 1 TARGET= 34.000 ELENCL= 488.00 ELENCR= 488.00 .000 11.90 481.90 .00 481.90 482.19 .29 .00 .00 488.00 1500.0 .0 1500.0 .0 .0 344.7 .0 .0 .0 488.00 .00 .00 4.35 .00 .000 .060 .000 .000 470.00 102.00 .002377 0. 0. 0. 0 0 0 .00 34.00 136.00 * SECNO .100 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.69 D/S FACE OF PROPOSED BETHEL ROAD (3- 10'x6' NBC) .100 10.08 481.88 .00 .00 482.23 .35 .01 .03 486.47 1500.0 .0 1500.0 .0 .0 314.1 .0 .0 .0 486.47 .00 .00 4.78 .00 .000 .030 .000 .000 471.80 100.00 .000830 5. 5. 5. 2 0 0 .00 31.17 131.17 SPECIAL BRIDGE SB XK XKOR COFQ RDLEN BWC BWP BAREA SS ELCHU ELCHD 1.25 1.98 2.70 .00 31.17 1.17 180.00 .00 473.50 471.80 * SECNO 1.900 PRESSURE FLOW EGPRS EGLWC H3 QWEIR QPR BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA 484.01 482.42 .03 0. 1500. 180. 180. 479.50 486.47 0. 1.900 10.17 483.67 .00 .00 484.01 .35 1.78 .00 486.47 1500.0 .0 1500.0 .0 .0 316.9 .0 1.1 .1 486.47 .01 .00 4.73 .00 .000 .030 .000 .000 473.50 100.00 .000810 150. 150. 150. 2 0 0 .00 31.17 131.17 PAGE 4 13NOV92 13:17:09 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST CCHV= .100 CEHV= .300 * SECNO 2.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .63 3470 ENCROACHMENT STATIONS= 102.0 153.0 TYPE= 1 TARGET= 51.000 ELENCL- 488.00 ELENCR= 488.00 2.000 10.31 483.81 .00 .00 484.04 .23 .01 .01 488.00 1500.0 .0 1500.0 .0 .0 388.4 .0 1.2 .1 488.00 .01 .00 3.86 .00 .000 .060 .000 .000 473.50 102.00 .002049 10. 10. 30. 2 0 0 .00 51.00 153.00 * SECNO 3.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .53 3.000 8.13 484.53 .00 .00 484.98 .45 .88 .06 492.00 1445.0 .0 1445.0 .0 .0 269.5 .0 3.2 .5 490.00 .02 .00 5.36 .00 .000 .060 .000 .000 476.40 125.47 .006740 210. 260. 180. 2 0 0 .00 59.47 184.94 * SECNO 4.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .46 4.000 7.06 487.86 .00 .00 489.68 1.82 4.29 .41 490.00 1445.0 .0 1445.0 .0 .0 133.5 .0 4.7 .8 492.00 .03 .00 10.82 .00 .000 .060 .000 .000 480.80 85.95 .031671 310. 340. 260. 5 0 0 .00 30.80 116.75 * SECNO 5.000 3301 HV CHANGED MORE THAN HVINS PAGE 4 1 1 I 1 1 i l I 1 l 1 1 1 1 7 13NOV92 13:17:09 4.9 15.9 237.3 4.8 5.7 1.0 PAGE 5 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOS QCH QROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.29 5.000 8.91 491.71 .00 .00 492.26 .55 2.45 .13 490.00 1445.0 16.4 1423.7 4.9 15.9 237.3 4.8 5.7 1.0 490.00 .04 1.03 6.00 1.01 .100 .060 .100 .000 482.80 181.28 .006022 160. 210. 225. 1 0 0 .00 64.39 245.67 *SECNO 6.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .68 6.000 6.91 493.91 .00 .00 494.65 .75 2.34 .06 500.00 1445.0 .0 1445.0 .0 .0 208.6 .0 7.1 1.4 500.00 .05 .00 6.93 .00 .000 .060 .000 .000 487.00 106.32 .012899 230. 275. 290. 3 0 0 .00 51.85 158.17 *SECNO 7.000 3301 HV CHANGED MORE THAN HVINS 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 7.000 4.82 498.42 498.42 .00 499.78 1.37 4.53 .19 500.00 1360.0 .0 1360.0 .0 .0 144.8 .0 8.0 1.6 500.00 .06 .00 9.39 .00 .000 .060 .000 .000 493.60 147.43 .039647 240. 220. 170. 9 19 0 .00 54.15 201.58 I I I I 1 1 1 1 1 13MOV92 13:17:09 1 1 1 1 1 l 1 l 1 } 1 ) l l PAGE 6 HEC -2 WATER SURFACE PROFILES THIS RUN EXECUTED 13NOV92 13:17:12 ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** HEC -2 WATER SURFACE PROFILES Version 4.6.0; February 1991 ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** NOTE- ASTERISK ( *) AT LEFT OF CROSS- SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST NATHAN D. MAIER ENGINEER SUMMARY PRINTOUT TABLE 150 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10*KS VCH AREA .01K .000 .00 .00 .00 470.00 1500.00 481.90 .00 482.19 23.77 4.35 344.74 307.66 * .100 5.00 .00 .00 471.80 1500.00 481.88 .00 482.23 8.30 4.78 314.08 520.55 1.900 150.00 486.47 479.50 473.50 1500.00 483.67 .00 484.01 8.10 4.73 316.89 527.08 * 2.000 10.00 .00 .00 473.50 1500.00 483.81 .00 484.04 20.49 3.86 388.41 331.36 * 3.000 260.00 .00 .00 476.40 1445.00 484.53 .00 484.98 67.40 5.36 269.45 176.01 * 4.000 340.00 .00 .00 480.80 1445.00 487.86 .00 489.68 316.71 10.82 133.52 81.20 * 5.000 210.00 .00 .00 482.80 1445.00 491.71 .00 492.26 60.22 6.00 258.00 186.21 * 6.000 275.00 .00 .00 487.00 1445.00 493.91 .00 494.65 128.99 6.93 208.60 127.23 * 7.000 220.00 .00 .00 493.60 1360.00 498.42 498.42 499.78 396.47 9.39 144.82 68.30 I 1 1 1 PAGE 7 1 1 1 1 13NOV92 13:17:09 NATHAN D. MAIER ENGINEER SUMMARY PRINTOUT TABLE 150 SECNO 0 CWSEL DIFWWP DIFKWX DIFKWS TOPWID XLCH .000 1500.00 481.90 .00 .00 .00 34.00 .00 * .100 1500.00 481.88 .00 -.02 .00 31.17 5.00 1.900 1500.00 483.67 .00 1.79 .00 31.17 150.00 * 2.000 1500.00 483.81 .00 .14 .00 51.00 10.00 * 3.000 1445.00 484.53 .00 .73 .00 59.47 260.00 * 4.000 1445.00 487.86 .00 3.33 .00 30.80 340.00 * 5.000 1445.00 491.71 .00 3.84 .00 64.39 210.00 * 6.000 1445.00 493.91 .00 2.20 .00 51.85 275.00 * 7.000 1360.00 498.42 .00 4.51 .00 54.15 220.00 I 1 1 1 PAGE 7 1 1 1 1 .- .- TRIBUTARY NO. 3 P- I 1 I ) 1 1 1 1 1 1 1 l l * HEC-2 WATER SURFACE PROFILES * * U.S. ARMY CORPS OF ENGINEERS * * * HYDROLOGIC ENGINEERING CENTER * Version 4.6.0; February 1991 * * 609 SECOND STREET, SUITE D * * * DAVIS, CALIFORNIA 95616-4687 * RUN DATE 13NOV92 TIME 13:19:36 * * (916) 756 -1104 ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** x x xxxxxxx xxxxx xxxxx x x x x x X x x x x x x xxxxxxx xxxx x xxxxx xxxxx x x x x x x x x x x x x x xxxxxxx xxxxx xxxxxxx 1 1 ) 1 1 1 13MOV92 13:19:36 1 1 1 1 1 1 1 1 1 1 ) 1 1 PAGE 1 SURFACE PROFILES THIS RUN EXECUTED 13NOV92 13:19:36 HEC -2 WATER SURFACE PROFILES Version 4.6.0; February 1991 T1 TRIB 113 TO GRAPEVINE CREEK -- CREEKVIEW ADDITION-- COPPELL, TEXAS T2 100 YEAR PROFILE --XSEC FROM COPPELL TOPO- -START WS AT GRAPEVINE 10-YR. T3 NATHAN D. MAIER ENGINEERS - -FILE: NO3ASBLT AS BUILT CONDITIONS 8/92 J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0. 2. 475.11 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE -1. -1. NC 0.100 0.100 0.060 0.3 0.5 QT 2.0 600. 600. 600. X1 1. 14. 270. 300. 0. 0. 0. X3 250. 480. 315. 480. GR 480. 0. 480. 40. 480. 225. 474. 225.1 472. 240. GR 470. 270. 465.04 282. 465.04 286. 470. 300. 472. 330. GR 474. 370. 474.8 397. 479.8 397.1 479.8 500. NC .1 .1 .03 D/S FACE OF PROPOSED BETHEL ROAD (2- 8'x4' NBC) X1 1.3 6. 100. 116.58 40. 60. 70. GR 479.43 479.43 100. 465.9 100. 465.9 116.58 479.43 116.58 GR 479.43 250 QT 2. 565. 565. 565. SB 1.25 2.006 2.7 16.58 0.58 64. 0. 467.1 465.9 X1 1.7 6. 100. 116.58 100. 100. 100. X2 1. 471.1 479.43 BT 4. 100. 479.43 100. 479.43 471.1 116.58 479.43 471.1 BT 116.58 479.43 GR 479.43 479.43 100. 467.1 100. 467.1 116.58 479.43 116.58 GR 479.43 250. NC .1 .1 .06 .1 .3 X1 2. 18. 180. 285. 60. 35. 55. X3 190. 480. 255. 480. GR 490. 0. 488. 30. 486. 65. 484. 90. 482. 105. GR 480. 130. 480. 187. 472.2 187.1 472.2 187.1 472. 190. GR 470. 210. 467.8 220. 467.8 224. 470. 240. 474. 258. GR 480. 258.1 480. 285. 484. 360. i 1 1 1 1 1 1 1 1 1 1 l 1 1 1 13NOV92 13:19:36 PAGE 2 OT 2. 550. 550. 550. X1 3. 14. 145. 225.1 200. 210. 200. X3 160. 480. 210. 480. GR 490. 0. 488. 25. 486. 60. 484. 80. 482. 105. GR 480. 120. 480. 145. 475.3 145.1 471.05 168. 471.05 172. GR 474.7 225. 480. 225.1 480. 283. 490. 290. X1 4. 11. 118. 192.1 140. 120. 150. X3 130. 480. 180. 480. GR 490. 0. 485. 75. 485. 118. 479.4 118.1 473.3 143. GR 473.3 147. 477.5 192. 485. 192.1 485. 245. 488. 260. GR 490. 290. 1 1 1 1 1 1 i 1 i 1 1 1 l 1 i l 1 i 1 13NOV92 13:19:36 PAGE 3 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *PROF 1 CCHV- .300 CEHV= .500 * SECNO 1.000 3470 ENCROACHMENT STATIONS= 250.0 315.0 TYPE= 1 TARGET= 65.000 ELENCL= 480.00 ELENCR= 480.00 1.000 10.07 475.11 .00 475.11 475.16 .05 .00 .00 470.00 600.0 67.9 480.4 51.7 88.9 237.6 69.1 .0 .0 470.00 .00 .76 2.02 .75 .100 .060 .100 ODO 465.04 250.00 .000457 0. 0. 0. 0 0 0 .00 65.00 315.00 * SECNO 1.300 D/S FACE OF PROPOSED BETHEL ROAD (2- 8'x4' MBC) 1.300 9.16 475.06 .00 .00 475.30 .24 .04 .09 479.43 600.0 .0 600.0 .0 .0 151.8 .0 .4 .1 479.43 .00 .00 3.95 .00 .000 .030 .000 .000 465.90 100.00 .000896 40. 70. 60. 2 0 0 .00 16.58 116.58 SPECIAL BRIDGE SB XK XKOR COFQ RDLEN BWC BWP BAREA SS ELCHU ELCHD 1.25 2.01 2.70 .00 16.58 .58 64.00 .00 467.10 465.90 * SECNO 1.700 PRESSURE FLOW EGPRS EGLWC H3 QWEIR QPR BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA 477.48 475.36 .02 0. 565. 64. 64. 471.10 479.43 0. 1.700 10.21 477.31 .00 .00 477.48 .17 2.19 .00 479.43 565.0 .0 565.0 .0 .0 169.3 .0 .8 .1 479.43 .01 .00 3.34 .00 .000 .030 .000 .000 467.10 100.00 .000597 100. 100. 100. 2 0 0 .00 16.58 116.58 CCHV= .100 CEHV= .300 I 1 1 1 1 1 1 1 l 1 1 1 1 1 1 ! l l l 1 1 1 1 13NOV92 13:19:36 2.000 9.70 477.50 .00 .00 477.52 .02 .02 .02 PAGE 4 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV Q QLOB QCH QROB ALOB ACM AROB VOL TWA R -BANK ELEV TIME VLOS VCH VROB XNL XNCH XNR WTN ELMIN SSTA KRATIO = SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST ELENCL= 480.00 ELENCR = * SECNO 2.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.76 3470 ENCROACHMENT STATIONS= 190.0 255.0 TYPE= 1 TARGET= 65.000 ELENCL= 480.00 ELENCR= 480.00 2.000 9.70 477.50 .00 .00 477.52 .02 .02 .02 480.00 565.0 .0 565.0 .0 .0 479.6 .0 1.2 .1 480.00 .03 .00 1.18 .00 .000 .060 .000 .000 467.80 190.00 .000192 60. 55. 35. 2 0 0 .00 65.00 255.00 * SECNO 3.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .45 3470 ENCROACHMENT STATIONS= 160.0 210.0 TYPE= 1 TARGET= 50.000 ELENCL= 480.00 ELENCR = 480.00 3.000 6.49 477.54 .00 .00 477.60 .07 .07 .01 480.00 550.0 .0 550.0 .0 .0 268.7 .0 2.9 .4 480.00 .05 .00 2.05 .00 .000 .060 .000 .000 471.05 160.00 .000907 200. 200. 210. 2 0 0 .00 50.00 210.00 * SECNO 4.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .40 3470 ENCROACHMENT STATIONS= 130.0 180.0 TYPE- 1 TARGET= 50.000 ELENCL= 480.00 ELENCR = 480.00 4.000 4.41 477.71 .00 .00 477.92 .21 .28 .04 485.00 550.0 .0 550.0 .0 .0 149.0 .0 3.6 .6 485.00 .06 .00 3.69 .00 .000 .060 .000 .000 473.30 130.00 .005606 140. 150. 120. 2 0 0 .00 50.00 180.00 13NOV92 13:19:36 THIS RUN EXECUTED 13NOV92 PAGE 5 ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** THIS RUN EXECUTED 13NOV92 13:19:38 ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** HEC -2 WATER SURFACE PROFILES Version 4.6.0; February 1991 NOTE- ASTERISK M AT LEFT OF CROSS - SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST NATHAN D. MAIER ENGINEER SUMMARY PRINTOUT TABLE 150 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10*KS VCH AREA 01K 1.000 .00 .00 .00 465.04 600.00 475.11 .00 475.16 4.57 2.02 395.63 280.73 1.300 70.00 .00 .00 465.90 600.00 475.06 .00 475.30 8.96 3.95 151.83 200.45 1.700 100.00 479.43 471.10 467.10 565.00 477.31 .00 477.48 5.97 3.34 169.32 231.16 * 2.000 55.00 .00 .00 467.80 565.00 477.50 .00 477.52 1.92 1.18 479.62 407.42 * 3.000 200.00 .00 .00 471.05 550.00 477.54 .00 477.60 9.07 2.05 268.66 182.61 * 4.000 150.00 .00 .00 473.30 550.00 477.71 .00 477.92 56.06 3.69 149.03 73.46 I 1 I I 1 1 1 l 1 1 1 13NOV92 13:19:36 NATHAN D. MAIER ENGINEER SUMMARY PRINTOUT TABLE 150 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 1.000 600.00 475.11 .00 .00 .00 65.00 .00 1.300 600.00 475.06 .00 -.05 .00 16.58 70.00 1.700 565.00 477.31 .00 2.25 .00 16.58 100.00 * 2.000 565.00 477.50 .00 .18 .00 65.00 55.00 * 3.000 550.00 477.54 .00 .04 .00 50.00 200.00 * 4.000 550.00 477.71 .00 .17 .00 50.00 150.00 I I I I PAGE 6 1 1 1 I APPENDIX F COMPACTION TESTS Hooper Engineering Laboratories, Inc. Construction Materials Testing IN -PLACE DENSITY TESTS r 4SPECTOR: W DISTRIBUTION: (2) — (1) (1) Owner Contractor City Contractor Subcontrac - William G. Thompson, Trustee - E. G. Alford Construction Co. - City of Coppell, Steve Morton - J -N Construction Co., Inc. for - Crawford Utility Contractor, Inc. 2870 Walnut Hill Lane Dallas . Texas 75229 (214) 361.6419 CLIENT: William G. Thompson, Trustee DATE: 2 November 1988 PROJECT: Creek View Addition, Coppell, TX JOB NO.: 88.1002 MATERIAL DESCRIPTION: 1) On Site Fill - Orange & Tan Sand 2) On Site Fill - Dark Brown Clayey Sand "- ASTM D 698 STANDARD PROCTOR: 1) 113.0 pcf fad 12.0% Moisture 2) 116.0 pcf Q 11.0% Moisture MOISTURE DRY PERCENT REQUIRED LOCATION PROCTOR LIFT CONTENT DENSITY COMPACTION COMPACTION % PCF % % ��5) Block B Lo tT0 - 2 2 8.9 111.0 95.7 95+ :.56) Lot 9 2 3 11.5 111.9 96.5 387) Lot 8 2 3 8.3 113.5 97.8 Lot 2 1 Exist. Sub. 13.8 112.0 99.1 .78) 19) Lot 4 1 Exist. Sub. 12.9 113.1 100.1 390) Lot 6 1 Exist. Sub. 13.6 111.9 99.0 r 4SPECTOR: W DISTRIBUTION: (2) — (1) (1) Owner Contractor City Contractor Subcontrac - William G. Thompson, Trustee - E. G. Alford Construction Co. - City of Coppell, Steve Morton - J -N Construction Co., Inc. for - Crawford Utility Contractor, Inc. 2870 Walnut Hill Lane Dallas . Texas 75229 (214) 361.6419 Hooper Engineering Laboratories, Inc. Construction Materials Testing IN -PLACE DENSITY TESTS CLIENT: William G. Thompson, Trustee PROJECT: Creek View Addition, Coppell MATERIAL DESCRIPTION: 1) On Site Fill 2) On Site Fill '- ASTM D 698 STANDARD PROCTOR: 1) 106.0 2) 108.0 DATE: 25 November 1988 TX JOB NO.: 88.1002 - Dark Brown Sandy Clay - Reddish Brown Clayey Sand pcf ® 17.0% Moisture pcf ® 14.0% Moisture MOISTURE DRY PERCENT REQUIRED LOCATION PROCTOR LIFT CONTENT DENSITY COMPACTION COMPACTIOt % PCF % % JL01) Lot 3, Block B, centerline of 2 2 13.2 107.8 99.4 Optimum +/- lot, 25' off back side 402) Lot 5, Block B, centerline of 1 2 13.9 92.0 86.7* lot, 20' off back side 403) Lot 4, Block B, centerline of 1 2 13.7 100.7 95.0 - lot, 30' off back side 404) Lot 9, Block B, centerline of 2 5 10.2 110.6 102.4 lot, 30' off back side .05) Lot 12, Block B, centerline of lot 1 1 17.7 101.1 95.3 '06) Lot 22, Block B 2 2 14.9 106.2 98.3 407) Lot 23, Block 8, low spot 15' 1 2 19.0 100.8 95.1 off back side 408) Lot 24, Block B, center of fill 1 2 20.8 101.9 96.1 _ 20' off backside 09) Lot 25, Block B, southeast corner 1 2 14.8 103.3 97.5 - 'Test results indicate fill is not compacted to required density /moisture. Contractor advised. INSPECTOR: EH ^ ►ISTRIBUTION: (2) Owner - William G. Thompson, Trustee z r w (1) Contractor - E. G. Alford Construction Co. (1) City - City of Coppell, Steve Morton Contractor - J -N Construction Co., Inc. (17 Subcontractor - Crawford Utility Contractor, Inc. 2870 Walnut Hill Lana Dallas . Toxaa 76229 (214) 361.6410 Hooper Engineering Laboratories, Inc. Construction Materials Testing IN -PLACE DENSITY TESTS CLIENT: William G. Thompson, Trustee DATE: 14 March 1989 PROJECT: Creek View Addition, Coppell TX JOB NO.: 88.1002 MATERIAL DESCRIPTION: 1) On Site Fill 2) On -Site Fill 3) On -Site Fill ASTM D 698 STANDARD PROCTOR: 1) 117.0 2) 108.0 3) 113.0 - Tan Clayey Sand - Reddish Brown Clayey Sand - Brown Clayey Sand pcf @ 11.0% Moisture pcf Q 14.0% Moisture pcf ® 11.0% Moisture MOISTURE DRY PERCENT REQUIRED LOCATION PROCTOR LIFT CONTENT DENSITY COMPACTION COMPACTION % PCF % % Block B 424) Lot 4 4' i) Lot 12 426) Lot 10 16.7 Block D 427 ) Lot 6 r 1 4 13.4 114.0 97.4 95+ 1 6 11.8 115.1 98.4 2 6 16.7 108.6 100.6 3 2 14.8 INSPECTOR: CDJ D ;TRIBUTION: (2) William G. Thompson, Trustee (1) Kimbrel Dirt Service, Steve Kimbrel (1) Carmen Homes, Roy Brock (1) Mike Clements (1) Louis Crump (1) Frank Bamburg (1) JAM Street, Inc., Melinda Street 109.0 96.5 2870 Walnut Hill Lane Dallas . Texas 75229 (214).351-6419 Hooper Engineering Laboratories, Inc. Construction Materials Testing IN -PLACE DENSITY TESTS .. CLIENT: William G. Thompson, Trustee DATE: 6 July 1989 PROJECT: Creekview Estates, Coppell, TX JOB NO.: 88.1002 MATERIAL DESCRIPTION: 1) On -Site Fill - Dark Brown Sandy Clay 2) On -Site Fill - Brown Clayey Sand ASTM D 698 STANDARD PROCTOR: 1) 106.0 pcf ® 17.0% Moisture 2) 113.0 pcf ® 11.0% Moisture MOISTURE DRY PERCENT REQUIRED .- LOCATION PROCTOR LIFT CONTENT DENSITY COMPACTION COMPACTIOr % PCF % % Block A — 436) Lot 11 RETAKE 1 Exist. Sub. 17.8 104.4 98.5 95+ 437) Lot 9 RETAKE 1 Exist. Sub. 19.1 101.1 95.4 438) Lot 7 RETAKE 2 Exist. Sub. 13.3 111.9 99.0 —439) Lot 5 RETAKE 2 Exist. Sub. 11.5 113.5 100.4 440) Lot 3 RETAKE 1 Exist. Sub. 19.2 102.0 96:2 441) Lot 1 RETAKE 1 Exist. Sub. 17.5 102.6 96.8 INSPECTOR: CDJ DISTRIBUTION: (2) William G. Thompson, Trustee (1) Kimbrell Dirt Service, Steve Kimbrel (1) Carmen Homes, Roy Brock (1) Mike Clements (1) Louis Crump (1) Frank Bamburg (1) J & M Steet, Inc. 2870 Walnut Hill Lan* Dallas , Texas 78229 (214) 361.6410 Hooper Engineering Laboratories, Inc. Construction Materials Testing _. IN -PLACE DENSITY TESTS INSPECTOR: CDJ DISTRIBUTION: (2) (1) (1) (1) (1) (1) William G. Thompson, Trustee Kimbrell Dirt Service, Steve Kimbrel Carmen Homes, Roy Brock Mike Clements Louis Crump Frank Bamburg J do M Steet, Inc -- 2870 Walnut Hill Lana Dallas , Texas 75229 (214) 351.8418 CLIENT: William G. Thompson, Trustee DATE: 7 July 1989 PROJECT: Creekview Estates, Coppell, TX JOB NO.t 88.1002 -- MATERIAL DESCRIPTION: 1) On -Site Fill - Dark Brown Sandy Clay 2) On -Site Fill - Brown Clayey Sand ASTM D 698 STANDARD PROCTOR: 1) 106.0 pcf ® 17.0% Moisture _ 2) 113.0 pcf 0 11.0% Moisture MOISTURE DRY PERCENT REQUIRED LOCATION PROCTOR LIFT CONTENT DENSITY COMPACTION COMPACTION % PCF % % Block B _.442) Lot 58 1 Exist. Sub. 13.8 105.8 99.8 95+ Block A 443) Lot 5 2 1 13.0 113.7 100.6 '— 444) Lot 7 2 1 14.7 110.2 97.5 445) Lot 3 2 1 15.0 109.9 97.3 446) Lot 1 1 1 17.9 107.7 101.6 INSPECTOR: CDJ DISTRIBUTION: (2) (1) (1) (1) (1) (1) William G. Thompson, Trustee Kimbrell Dirt Service, Steve Kimbrel Carmen Homes, Roy Brock Mike Clements Louis Crump Frank Bamburg J do M Steet, Inc -- 2870 Walnut Hill Lana Dallas , Texas 75229 (214) 351.8418 r- 7 RE VED Hooper Engineering Laboratories �� Construction Materials Testing p 9 9 JUL 25 1989 �. F NATHAN D. MAIER CONSULTING ENGINEERS �. IN -PLACE DENSITY TESTS r I INSPECTOR: CDJ r (2) t ( (1) (l) (1) William G. Thompson, Trustee Kimbrell Dirt Service, Steve Kimbrel Carmen Homes, Roy Brock Mike Clements Louis Crump Frank Bamburg J & M Steet, Inc. r- 2870 Walnut H111 Lana Dallas . Taxes 75229 (214) 351.8410 CLIENT: William G. Thompson, Trustee DATE: 13 July 1989 PROJECT: Creekview Estates, Coppell, TX JOB NO.: 88.1002 MATERIAL DESCRIPTION: 1) On -Site Fill - Brown Clayey Sand 2) On -Site Fill - Dark Brown Sandy Clay �., ASTM D 698 STANDARD PROCTOR: 1) 113.0 pcf 0 11.0 Moisture 2) 106.0 pcf 0 17.0% Moisture MOISTURE DRY PERCENT REQUIRED LOCATION PROCTOR LIFT CONTENT DENSITY COMPACTION COMPACTION % PCF 916 % Block A L�= 1 2 9.7 114.7 101.6 95+ 1 53) 54) Lot 7 1 4 13.8 108.4 96.0 455) Lot 5 2 3 20.8 103.4 97.5 r }56) Lot 1 1 2 13.2 107.7 95.3 t '' Block B 457) Lo t 2- 2 7 17.8 105.8 99 .8 58) Lot 11 1 7 13.1 115.4 102.1 7 m) Lot 9 1 6 13.8 115.3 102.0 r I INSPECTOR: CDJ r (2) t ( (1) (l) (1) William G. Thompson, Trustee Kimbrell Dirt Service, Steve Kimbrel Carmen Homes, Roy Brock Mike Clements Louis Crump Frank Bamburg J & M Steet, Inc. r- 2870 Walnut H111 Lana Dallas . Taxes 75229 (214) 351.8410 KECEIVED INSPECTOR: CDJ _„DISTRIBUTION: (2) (1) (1) (1) (1) (1) William G. Thompson, Trustee Kimbrell Dirt Service, Steve Kimbrel Carmen Homes, Roy Brock Mike Clements Louis Crump Frank Bamburg J & M Steet, Inc. 2870 Walnut Hill Lan* Dallas . Taxes 75220 (214) 351.6416 Hooper Engineering Laboratorier� ft 19969 Construction Materials Testing NATHAN D. MAIM CONSULTING ENGINEERS IN -PLACE DENSITY TESTS CLIENT: William G. Thompson, Trustee DATE: 24 July 1989 PROJECT: Creekview Estates, Coppell, TX JOB NO.: 88.1002 MATERIAL DESCRIPTION: 1) Borrow Fill - Light Grey Clay 2) On -Site Fill - Brown Clayey Sand ._ ASTM D 698 STANDARD PROCTOR: 1) 108.0 pcf 0 15.0% Moisture 2) 113.0 pcf ® 11.0% Moisture MOISTURE DRY PERCENT REQUIRED '- LOCATION PROCTOR LIFT CONTENT DENSITY COMPACTION COMPACTION % PCF % % Block A -060) Lot 1 1 3 15.8 111.0 102.8 95+ 461) Lot 7 2 5 11.3 113.1 100.1 462) Lot 9 2 1 7.8 107.6 95.2 Block B 463) L E 1 2 4 13.9 112.5 99.6 464) Lot 2 2 5 11.5 113.7 100.6 INSPECTOR: CDJ _„DISTRIBUTION: (2) (1) (1) (1) (1) (1) William G. Thompson, Trustee Kimbrell Dirt Service, Steve Kimbrel Carmen Homes, Roy Brock Mike Clements Louis Crump Frank Bamburg J & M Steet, Inc. 2870 Walnut Hill Lan* Dallas . Taxes 75220 (214) 351.6416 W r.. R E CEIVED i Ho�6W��"iEnqineering Laboratories, Inc. NATHAN D. R eR'S struction Materials Testing GI CONSULTING ENGI ., IN -PLACE DENSITY TESTS INSPECTOR: CDJ DISTRIBUTION: (2) (1) (1) (1) (1) (1) (1) William G. Thompson, Trustee Kimbrell Dirt Service, Steve Kimbrel Carmen Homes, Roy Brock Mike Clements Louis Crump Frank Bamburg J & M Steet, Inc. I' I REQUIRED COMPACTION 95+ 2870 Walnut Hill Lane Dallas . Texas 75229 (214) 351.6416 CLIENT: William G. Thompson, Trustee DATE: 27 July 1989 PROJECT: Creekview Estates, Coppell, TX JOB NO.: 88.1002 ^ MATERIAL DESCRIPTION: 1) Borrow Fill - Light Grey Clay ASTM D 698 STANDARD PROCTOR: 1) 108.0 pcf 0 15.0% Moisture MOISTURE DRY PERCENT LOCATION PROCTOR LIFT CONTENT DENSITY COMPACTI ^ % PCF % Block B 465) Lot 1 1 5 17.5 106.2 98.3 .-466) Lot 2 1 6 17.1 104.1 96.4 Block A 467) Lot 1 3 14.3 103.9 96.2 468) Lot 5 1 5 16.3 104.1 - 96.4 469) Lot 7 1 6 18.9 105.8 99.8 470) Lot 9 1 2 15.5 107.3 99.4 Block 8 471) Lot 58 1 1 16.8 102.8 95.1 INSPECTOR: CDJ DISTRIBUTION: (2) (1) (1) (1) (1) (1) (1) William G. Thompson, Trustee Kimbrell Dirt Service, Steve Kimbrel Carmen Homes, Roy Brock Mike Clements Louis Crump Frank Bamburg J & M Steet, Inc. I' I REQUIRED COMPACTION 95+ 2870 Walnut Hill Lane Dallas . Texas 75229 (214) 351.6416 Hooper Engineering Laboratories, Inc. INSPECTOR: CDJ DISTRIBUTION: (2) William G. Thompson, Trustee kml�ml (1) Kimbrell Dirt Service, Steve Kimbrel (1) Carmen Homes, Roy Brock (1) Mike Clements (1) Louis Crump (1) Frank Bamburg (1) J & M Steet, Inc. 2870 Walnut Hill Lana Dallas . Texas 78228 (214) 351.6418 Construction Materials Testing RECEIVED AUG 10 1989 -- IN -PLACE DENSITY TESTS NATHAN 0. (AAlER CONSULTING ENGINEERS .. CLIENT: William G. Thompson, Trustee DATE: 4 August 1989 PROJECT: Creekview Estates, Coppell, TX JOB NO.: 88.1002 '^ MATERIAL DESCRIPTION: 1) Borrow Fill - Light Grey Clay ASTM D 698 STANDARD PROCTOR: 1) 108.0 pcf 4 15.0% Moisture MOISTURE DRY PERCENT REQUIRED LOCATION PROCTOR LIFT CONTENT DENSITY COMPACTION COMPACTION ... % PCF % % Block B 472) Lot 58 1 2 17.0 107.1 99.1 95+ ' Lot 1 1 6 17.7 106.6 98.6 474) Lot 2 1 7 14.2 111.2 103.0 Block A 475) Lot 11 1 3 15.5 109.9 101.7 476) Lot 9 1 3 18.7 104.6 96.9 477) Lot 7 1 7 15.4 106.4 98.5 478) Lot 5 1 6 15.5 107.7 99.7 479) Lot 3 1 4 17.7 107.7 99.7 480) r- Lot 1 1 4 16.9 106.4 98.5 INSPECTOR: CDJ DISTRIBUTION: (2) William G. Thompson, Trustee kml�ml (1) Kimbrell Dirt Service, Steve Kimbrel (1) Carmen Homes, Roy Brock (1) Mike Clements (1) Louis Crump (1) Frank Bamburg (1) J & M Steet, Inc. 2870 Walnut Hill Lana Dallas . Texas 78228 (214) 351.6418 RK WAILUM INSPECTOR: CDJ DISTRIBUTION: (2) (1) (1) (1) (1) (1) William G. Thompson, Trustee Kimbrell Dirt Service, Steve Kimbrel Carmen Homes, Roy Brock Mike Clements Louis Crump Frank Bamburg J do M Steet, Inc. i 2870 Walnut Hill Lana Callas . Tax** 75229 (214) 351.8418 Hooper Engineering Laboratories Inc. Inc. fq ` 1V r:: Construction Materials Testing AU G 18 1989 ,- IN -PLACE DENSITY TESTS NATHAN D. MATER CONSUL TINIG ENGINEEPS �.. CLIENT: William G. Thompson, Trustee DATE: 12 August 1989 PROJECT: Creekview Estates, Coppell, TX JOB NO.: 88.1002 "- MATERIAL DESCRIPTION: 1) Borrow Fill - Light Grey Clay ASTM D 698 STANDARD PROCTOR: 1) 108.0 pcf ® 15.0% Moisture MOISTURE DRY PERCENT REQUIRED LOCATION PROCTOR LIFT CONTENT DENSITY COMPACTION COMPACTIO" % PCF % % Block A 481) Lot 5 1 7 15.4 107.4 99.5 95+ 482) Lot 3 1 5 14.6 107.2 99.3 ...483) Lot 1 1 5 17.7 107.7 99.7 Block B 484) Lot 59 1 3 18.7 105.2 97.4 INSPECTOR: CDJ DISTRIBUTION: (2) (1) (1) (1) (1) (1) William G. Thompson, Trustee Kimbrell Dirt Service, Steve Kimbrel Carmen Homes, Roy Brock Mike Clements Louis Crump Frank Bamburg J do M Steet, Inc. i 2870 Walnut Hill Lana Callas . Tax** 75229 (214) 351.8418 _�e(U_ vt — INSPECTOR: CDJ DISTRIBUTION: (2) William G. Thompson, Trustee (1) Kimbrell Dirt Service, Steve Kimbrel (1) Carmen Homes, Roy Brock (1) Mike Clements (1) Louis Crump (1) Frank Bamburg (1) J & M Steet, Inc. 2870 Walnut HI11 Lana Dallas . Texas 75229 (214) 361.6418 Hooper Engineering Laboratories, Inc. .� Construction Materials Testing REC IN - PLACE DENSITY TESTS AL r., 13 1989 Nr THAN D. MAIER ._ CLIENT: William G. Thompson, Trustee DATE: (jy AG PROJECT: Creekview Estates, Coppell, TX JOB NO.: 88.1002 '- MATERIAL DESCRIPTION: 1) Borrow Fill - Light Grey Clay 2) On -Site Fill - Brown Clayey Sand ASTM D 698 STANDARD PROCTOR: 1) 108.0 pcf ® 15.0% Moisture 2) 113.0 pcf ® 11.0% Moisture MOISTURE DRY PERCENT REQUIRED .. LOCATION PROCTOR LIFT CONTENT DENSITY COMPACTION COMPACTION % PCF % % "485) Block B Lot $- 1 4 15.1 106.2 98.3 95+ ,, -486) Block A Lo t �� 2 4 14.9 114.4 101.2 487) Lot 9 1 4 18.0 103.5 95.8 488) Lot 7 1 8 14.8 108.9 100.9 „489) Lot 5 1 8 14.9 108.0 100.0 — INSPECTOR: CDJ DISTRIBUTION: (2) William G. Thompson, Trustee (1) Kimbrell Dirt Service, Steve Kimbrel (1) Carmen Homes, Roy Brock (1) Mike Clements (1) Louis Crump (1) Frank Bamburg (1) J & M Steet, Inc. 2870 Walnut HI11 Lana Dallas . Texas 75229 (214) 361.6418 INSPECTOR: CDJ DISTRIBUTION: (2) (1) (1) ` (1) (1) (1) (1) William G. Thompson, Trustee Kimbrell Dirt Service, Steve Kimbrel Carmen Homes, Roy Brock Mike Clements Louis Crump Frank Bamburg J & M Steet, Inc. 2870 Walnut H111 Lane Dallas , Texas 75229 (214) 351.8419 Hooper Engineering Laboratories, Inc. Construction Materials Testing IN -PLACE DENSITY TESTS CLIENT: William G. Thompson, Trustee DATE: 18 August 1989 PROJECT: Creekview Estates, Coppell, TX JOB NO.: 88.1002 �- MATERIAL DESCRIPTION: 1) Borrow Fill - Light Grey Clay ASTM 0 698 STANDARD PROCTOR: 1) 108.0 pcf ® 15.0% Moisture MOISTURE DRY PERCENT REQUIRED LOCATION PROCTOR LIFT CONTENT DENSITY COMPACTION COMPACTION % PCF % 916 Block B 490) Lot 58 1 5 14.0 112.7 104.3 95+ Block A 491) LU 1 1 6 15.7 109.6 101.6 Lot 3 1 6 18.3 103.1 95.4 ,492) 493) Lot 5 1 9 18.3 104.4 96.7 INSPECTOR: CDJ DISTRIBUTION: (2) (1) (1) ` (1) (1) (1) (1) William G. Thompson, Trustee Kimbrell Dirt Service, Steve Kimbrel Carmen Homes, Roy Brock Mike Clements Louis Crump Frank Bamburg J & M Steet, Inc. 2870 Walnut H111 Lane Dallas , Texas 75229 (214) 351.8419 -INSPECTOR: COJ DISTRIBUTION: (2) (1) _ (1) (1) (1) (1) (1) William G. Thompson, Trustee Kimbrell Dirt Service, Steve Kimbrel Carmen Homes, Roy Brock Mike Clements Louis Crump Frank Bamburg J & M Steet, Inc. Y / 2870 Walnut Hill Lana Dallas , Taxes 75229 (214) 361.6419 Hooper Engineering Laboratories, Inc. ... Construction Materials Tes4FCE1XF", :. -, AUG 2 5 1 .q8a �- IN -PLACE DENSITY TESTS PJATHAN p N%'E R C'O dSU� �"INC ENG� CLIENT: William G. Thompson, Trustee DATE: 23 August 189 PROJECT: Creekview Estates, Coppell, TX JOB NO.: 88.1002 MATERIAL DESCRIPTION: 1) Borrow Fill - Light Grey Clay ASTM D 698 STANDARD PROCTOR: 1) 108.0 pcf ® 15.0% Moisture MOISTURE DRY PERCENT REQUIRED LOCATION PROCTOR LIFT CONTENT DENSITY COMPACTION COMPACTION % PCF % % Block A 494) Lott 1 7 14.6 109.3 101.2 95+ -A95) Lot 3 1 7 14.3 108.3 100.3 196) Lot 5 1 10 17.6 103.0 95.3 497) Lot 7 1 9 14.3 108.0 100.0 ,.498) Lot 9 1 5 14.6 104.8 97.0 199) Lot 11 1 5 15.4 106.4 98.5 Block B ")00) Lot 58 1 6 15.1 107.8 99.8 -INSPECTOR: COJ DISTRIBUTION: (2) (1) _ (1) (1) (1) (1) (1) William G. Thompson, Trustee Kimbrell Dirt Service, Steve Kimbrel Carmen Homes, Roy Brock Mike Clements Louis Crump Frank Bamburg J & M Steet, Inc. Y / 2870 Walnut Hill Lana Dallas , Taxes 75229 (214) 361.6419 V Hooper Engineering Laborator1fqk%3tnom Construction Materials Testing NATHAN D. MAIER CONSULTING ENGINEERS IN -PLACE DENSITY TESTS CLIENT: William G. Thompson, Trustee DATE: 25 August 1989 PROJECT: Creekview Estates, Coppell, TX JOB NO.: 88.1002 MATERIAL DESCRIPTION: 1) Borrow Fill - Light Grey Clay ASTM D 698 STANDARD PROCTOR: 1) 108.0 pcf 0 15.0% Moisture MOISTURE DRY PERCENT REQUIRED LOCATION PROCTOR LIFT CONTENT DENSITY COMPACTION COMPACTION % PCF % % Block A 501) Loth 1 11 18.1 107.2 99.3 95+ 502) Lot 7 1 10 19.8 104.9 97.1 ^,,.503) Lot 9 1 6 16.5 110.0 101.9 INSPECTOR: CDJ DISTRIBUTION: (2) (1) (1) (1) (1) (lj William G. Thompson, Trustee Kimbrell Dirt Service, Steve Kimbrel Carmen Homes, Roy Brock Mike Clements Louis Crump Frank Bamburg J & M Steet, Inc. r- 2870 Walnut H111 Lana oallaa , Texas 75229 (214) 351.8418 Hooper Engineering Laboratories, Inc. Construction Materials Testin %ftjv 4�.a 0 IN -PLACE DENSITY TESTS THA CONSULT1 G ENG NE -- CLIENT: William G. Thompson, Trustee DATE: 28 August 189 PROJECT: Creekview Estates, Coppell, TX JOB NO.: 88.1002 MATERIAL DESCRIPTION: 1) Borrow Fill - Light Grey Clay ASTM D 698 STANDARD PROCTOR: 1) 108.0 pcf ® 15.0% Moisture INSPECTOR: TCL " DISTRIBUTION: (2) (1) (1) ^ (1) (1) (1) ^ (1) William G. Thompson, Trustee Kimbrell Dirt Service, Steve Kimbrel Carmen Homes, Roy Brock Mike Clements Louis Crump Frank Bamburg J & M Steet, Inc. 2870 Walnut Hill Lane Dallas , Texas 75229 (214) 361.6419 MOISTURE DRY PERCENT REQUIRED .- LOCATION PROCTOR LIFT CONTENT DENSITY COMPACTION COMPACTION % PCF % % Block A 504) Lo 6' south of north 1 12 14.9 103.6 96.9 95+ „ property line ® centerline 505) Lot 11 ® 10' south of north 1 6 16.3 102.8 95.2 property line ® centerline Block B .506) Lot 58 ® 15' southeast of 1 7 14.5 103.0 95.3 northwest property line 0 centerline INSPECTOR: TCL " DISTRIBUTION: (2) (1) (1) ^ (1) (1) (1) ^ (1) William G. Thompson, Trustee Kimbrell Dirt Service, Steve Kimbrel Carmen Homes, Roy Brock Mike Clements Louis Crump Frank Bamburg J & M Steet, Inc. 2870 Walnut Hill Lane Dallas , Texas 75229 (214) 361.6419 CEIVED Hooper Engineering LaboratorS1j9s7, jApc. Construction Materials Testin JATHAN 0. MAIER CC SULTiNG ENGINEERS IN -PLACE DENSITY TESTS *Burn hole excavation INSPECTOR: CDJ DISTRIBUTION: (2) (1) (1) (1) (1) (1) (1) William G. Thompson, Trustee Kimbrell Dirt Service, Steve Kimbrel Carmen Homes, Roy Brock Mike Clements Louis Crump Frank Bamburg 3 & M Steet, Inc. 2870 Walnut H111 Lan• Dallas . Taxaa 75229 (214) 381.6419 CLIENT: William G. Thompson, Trustee DATE: 31 August 1989 PROJECT: Creekview Estates, Coppell, TX JOB NO.: 88.1002 MATERIAL DESCRIPTION: 1) Borrow Fill - Light Grey Clay 2) On -Site Fill - Tan Clay - ASTM D 698 STANDARD PROCTOR: 1) 108.0 pcf ® 15.0% Moisture 2) 109.0 pcf ® 16.0% Moisture MOISTURE DRY PERCENT REQUIRED .» LOCATION PROCTOR LIFT CONTENT DENSITY COMPACTION COtrPACTIO' % PCF % % Block A — 507) Lot 5 1 13 15.2 102.6 95.0 95+ 508) Lot 9 1 7 15.0 103.3 95.6 Block C 509) Lam 2 Exist. Sub. 14.4 110.2 101.1 x "510) Lot 6 2 1 15.8 109.2 100.2 511) Lot 6 2 2 14.3 108.2 99.3 *Burn hole excavation INSPECTOR: CDJ DISTRIBUTION: (2) (1) (1) (1) (1) (1) (1) William G. Thompson, Trustee Kimbrell Dirt Service, Steve Kimbrel Carmen Homes, Roy Brock Mike Clements Louis Crump Frank Bamburg 3 & M Steet, Inc. 2870 Walnut H111 Lan• Dallas . Taxaa 75229 (214) 381.6419 Hooper Engineering Laboratories, Inc. ... Construction Materials Testing IN -PLACE DENSITY TESTS ,.. CLIENT: William G. Thompson, Trustee DATE: 1 September 1989 PROJECT: Creekview Estates, Coppell, TX JOB NO.: 88.1002 MATERIAL DESCRIPTION: 1) On -Site Fill - Tan Clay 2) Borrow Fill - Light Grey Clay -- ASTM D 698 STANDARD PROCTOR: 1) 109.0 pcf ® 16.0% Moisture 2) 108.0 pcf ® 15.0% Moisture MOISTURE DRY PERCENT REQUIRED LOCATION PROCTOR LIFT CONTENT DENSITY COMPACTION COMPACTION % PCF % % Block C ^512) Lot 1 3 15.6 112.0 102.8 95+ Block B ..513) Lot 11 1 8 13.7 113.0 103.7 514) Lot 12 1 8 13.7 113.1 103.8 515) Lot 58 2 8 18.2 103.4 95.7 Block C 516) Lot 6 1 4 17.5 104.1 95.4 517) Lot 6 1 5 16.5 106.6 97.8 INSPECTOR: CDJ DISTRIBUTION: (2) (1) (1) (1) (1) William G. Thompson, Trustee Kimbrell Dirt Service, Steve Kimbrel Carmen Homes, Roy Brock Mike Clements Louis Crump Frank Bamburg J & M Steet, Inc. 2870 Walnut Hill Lane Dallas , Texas 75229 (214) 361.6418 Hooper Engineering Laboratories, Inc. Construction Materials Testing IN -PLACE DENSITY TESTS �. CLIENT: William G. Thompson, Trustee DATE: 9 October 1989 PROJECT: Creekview Estates, Coppell, TX JOB NO.: 88.1002 MATERIAL DESCRIPTION: 1) On -Site Fill - Dark Grey Clayey Sand ASTM D 698 STANDARD PROCTOR: 1) 109.0 pcf ® 13.0% Moisture LOCATION Retail Buildina Fill Area 526) West side 527) Middle .528) East side — INSPECTOR: CDJ DISTRIBUTION: (2) (1) (1) (1) (1) (1) (1) MOISTURE PROCTOR LIFT CONTENT % 1 Exist. Sub. 12.4 1 Exist. Sub. 12.5 1 Exist. Sub. 10.0 William G. Thompson, Trustee Kimbrell Dirt Service, Steve Kimbrel Carmen Homes, Roy Brock Mike Clements Louis Crump Frank Bamburg J & M Steet, Inc. DRY PERCENT REQUIRED DENSITY COMPACTION COMPACTION PCF % % 104.2 95.6 95+ Optimum +/- 3% 103.6 95.0 103.6 95.0 2670 Walnut H111 Lano Dallas , Taxes 75229 (214) 361.6419 Hooper Engineering Laboratoriee J q '- Construction Materials Testing IN -PLACE DENSITY TESTS CLIENT: William G. Thompson, Trustee DATE: 9 October 1989 PROJECT: Creekview Estates, Coppell, TX JOB NO.: 88.1002 MATERIAL DESCRIPTION: 1) On -Site Fill - Light Grey Clay ,., ASTM D 698 STANDARD PROCTOR: 1) 108.0 pcf 0 15.0% Moisture MOISTURE DRY PERCENT REQUIRED LOCATION PROCTOR LIFT CONTENT DENSITY COMPACTION COMPACTION % PCF % % Retail Building Fill Area A36) 50' west of east end 1 4 15.7 108.0 100.0 95 -100 Optimum to +5 .37) 175' west of east end 1 2 15.6 107.3 99.4 38) 175' west of east end 1 3 15.9 104.6 96.9 539) Northwest section 1 3 15.2 108.0 100.0 ^ r� NSPECTOR: CDJ AISTRIBUTION: (2) William G. Thompson, Trustee (1) Kimbrell Dirt Service, Steve Kimbrel (1) Carmen Homes, Roy Brock (1) Mike Clements (1) Louis Crump (1) Frank Bamburg (1) J & M Steet, Inc. ^ (1) L. E. Delekta, Inc. (1) City of Coppell, Larry Davis 2870 Walnut Hill Lane Dallas , Texas 75229 (214) 381.4419 **t * * *RRRRfRR *R } * *f}ff ► * ♦Rwt Rwwrfww }f # ♦ff *i}ftfR4Rt * ** MATER SURFACE PROFILES * VERSION OF :40VEMBEQ 197o * UPDATED MARCH 1982 PLOTFIL` VERSION w * * RUN DATE 7 FES 90 TIME 12:02:47 *} tt*}# RfRR*# Rf# t# f* w* t *R *R * # Rwt► *w ; } ** # ## * # * *R * * * * * ## x x xxxxxxx x x x x x x xxxxxxx xxxx x x x x x x x x xxxxxxx xxxxx x x x x x x x xxxxx xxxxx xxxxx x x x xxxxx x x xxxxxxx }4 *RRf }f *f * ► }R }4 }f }4Rf *t#R }► * ► }► }f } ► } ♦i * U.S. ARMY G04PS OF ENGINEERS * THE H77ROLOGIC ENGINEERING CENTER * 009 SECOND STREETS SUITE Co * DAVIS. CALIFORNIA 95610 * (910) 44-3 -2105 (FTS) 448 -2105 2.ULTIMATE WATERSHED,EXIST. CREEK, BRIDGES, CREEKVIEW RECLAMATION 7 FEd 90 12:02:47 PAGE 1 RRfR # #fIRRR RRfII *Riwiwifi #RRfRRf tf iwt #i #wiR *} riEC2 RELEASE DATED NOV 7o UPGAT °_D MARC 1902 ERROR CORR - 01i02PO3iO4 05 MODIFICATION - 50.51.52.53.54.55 * *R }R *RwRR *RR * *RiifRRf t #i # #w * }wifwfw # #f }f # # }i }fw *# THIS RUN EXECUTED 7 FEB 90 12:02:48 C T1 GRAPEVINE CREEKi CUPPELL, DALLAS COUNTY, TEXAS ULT 2-YEAR DISCHARGE Ti: EXTENDED FLOOD INSURANCE STUDY* *NO ENCROACHMENTS-- W /CREEKVIEW ADDITION T3 GRAPEVINE CREEK FILE: N3MGR3 NDM ENGINEERS 11/10197 J1 ICHECK INS NINY ILIR STRT METRIC HVINS 0 WS - EL FQ 0. 7. 0. 0. 0.000000 0.00 0.0 0. 462.780 0.001 J2 NPROF IPLOT FRFVS XSECV XSECH FN ALLOC IBW CHNIM ITRACE 1.000 C.300 - 1.000 0.000 3.000 0.000 0.000 0.003 0.003 J.JGO J3. VARIABLE CODES FOR SUMMARY PRINTOUT 150.000 0.000 0.0(j0 0.003 0.000 0.000 0.000 0.003 0.000 3.00) NC 0.07J 0.070 0..5') 0.300 0.500 0.000 3.00) 0.001) 0.00'0 0.000 uT 0.003 7500.000 10500.000 11300.000 15100.000 16000.000 5220.UOD O.JUJ 0.000 0.000 X1''1b0UJ.JOJ 19.000 1350.000 150J.00) 34.000 34.000 34.000 13.000 3.000 0.000 GR 1000.000 470.500 1050.007 464.500 1100.000 462.000 1150.50:i 402.30J 1201).00J GR .70.300 461.403 1250.00U 460.501 1300.001) 459.700 1350.000 453.300 1390.000 447.70) 1406.000 Gk 447.40J 142e.000 457.60) 1444.00) »01.000 1500.00J 462.700 1550.JOJ 464.001 1600.000 GR 400.50J 1050.000 469.30) 1�95.00J 473.400 1741.000 473.50) 1750.00J J.JOJ 0.000 X1 1bo15.000 19.000 135u.000 1500.001 15.000 15.000 15.000 0.000 0.000 0.000 GR 475.300 1000.000 470.500 1050.00) 464.500 1100.000 462.000 1150.000 462.007 1200.000 GR 461.4CO 1250.000 460.500 1300.003 459.700 1350.000 453.300 1390.000 447.700 1405.000 GR 447.403 1428.0)) 457.61.0 1444.000 461.000 1500.000 462.700 1550.000 464.003 1000.000 GR 400.50J 1650.000 469.300 1595.00.) 473.400 1741.000 473.500 1750.30) 0.00) 0.001 X1 1do5U.v00 32.000 1005.000 1869.000 35.000 35.000 35.000 0.000 0.70J 0.000 GR 482.600 1100.000 47'6.300 1200.007 469.200 1300.000 465.200 1372.000 463.30`] 137o.000 GR 467.303 1394.070 465.800 1400.001 466.500 1415.000 463.400 1434.009 463.500 1500.000 GR +02.303 1600.000 461.'500 1700.00) 462.400 1805.000 447.500 1830.000 446.303 1841.000 GR r4o.100 1853.OJU 4oi.CUO 1341.00) 462.300 1900.000 463.103 2000.00) 467.30: 2100.000 GR 472.30J 2133.010 473.100 2134.000 472.700 2140.000 470.700 2157.000 475.500 2185.000 GR 47o.400 22)0.000 477.00) 2250.00) 478.200 2263.000 473.600 2284.000 477.700 2300.000 GR 47o.200 2321.000 476.300 2349.000 0.000 0.000 0.000 0.003 0.000 0.000 7 FE6 40 12:02:47 OT NC x1 GR GR GR 4jR x1 GR G R, t, R GR x1 GR GR GR GR x1 GR GR GR GR j T x1 G it GR GR GR x1 GR GR GR x1 GR GR GR GR NC j x1 x3 GR GR GR t, R PAGE 2 0.000 7500.000 10506.000 11800.000 15100.000 16500.000 5210.000 0.000 0.000 0.000 0.090 0.090 0.050 0.100 0.300 0.000 J.000 0.000 0.000 0.000 J.100 20.000 465.000 560.000 330.000 275.000 510.000 0.00•) 0.000 0.000 476.000 0.GOO 476.0U0 10.001) 474.000 25.000 472.JOJ 35.0013 470.J00 65.000 466.000 80.000 460.000 100.000 464.000 120.00U 464.060 465.006 403.009 480.000 450.GOO 500.000 449.000 510.000 449.000 520.000 45J.000 530.000 460.JCJ 550.000 462.300 5oG.0 -50 404.000 625.000 466.000 655.000 470.000 695.000 471.000 715.000 J.20J 20.000 31L.00u 385.00) 290.000 Z65.000 39).000 0.O0O O.00J 0.000 476.000 0.000 476.00) 35.001 474.000 50.000 472.006 EO.00: 470.000 101.000 40d.000 145.0•)0 460.000 240.000 464.000 310.OUO 460.000 323.000 45).203 33J.000 450.200 340.0]0 460.0',) 355.003 462.000 365.000 464.000 385.)01 400.000 725.000 468.000 7oO.000 .7u. -J0:) 780.000 472.000 785.000 474.000 802.J6J 475.000 310.000 0.300 16.000 315.000 372.000 410.000 280.000 450.000 0.000 3.00J 0.000 47o.003 0.000 474.000 1U. 00) 472.003 35.000 470.JOO 5).003 4o3.)0) 100.000 4 0.000 195.000 464.00) 315.00) 460.000 330.000 451.000 340.JLJ 451.3C) 35).00) 463.000 302.000 404.000 372.000 464.000 475.000 463.000 010.00J 47J.000 622.000 470.003 645.000 ).OGG 0.003 0.000 0.000 0.000 0.000 0.000 0.000 Z054u.000 19.00') 1497.000 1590.001) 370.000 350.000 540.000 J.UCJ 0.00) 0.000 4P,J.U0J 1020.0J0 47 1)52.000 476.000 1074.000 474.000 1100.001 472.000 1134.000 470.000 1160.OJO 403.000 1192.000 460.000 1230.000 46o.000 1385.00) 466.000 1497.000 460.000 1515.0)0 452.800 1529.001 452.600 1552.000 460.000 1575.JOJ 46o.000 1599.000 470.000 1600.0)0 .71.000 1622.00) 480.000 162d.000 480.501 1653.00J 0.000 0.000 0.JJ4 7500.C)O 10500.000 1130^..00) 15100.000 16100.000 5130.000 0.300 0.003 0.000 J.5c0 19.0)0 450.0Uu 5a2.000 315.003 415.000 435.000 0.300 0.0C) 0.000 404.00J 0.000 4bt.000 25.00) 480.000 55.000 471.UUJ 80.000 476.001.1 102.000 474.UU0 128.000 472.00u 145.00) 470.000 196.000 466.000 250.000 46J.000 450.000 454.000 475.700 454.000 - 9).00) 460.000 524.003 473.000 582.00U 472.003 000.000 474.00') 620.0)0 4co.130. 650.000 482.000 665.000 484.000 060.003 O.JQU 0.000 J.oco 12.000 37').:)Ou .55.301 580.0o4 360.000 39).Jou 4.00U 0.00.) 0.4013 460.000 0.000 474.Uuu 00.00') 472.000 105.000 470.000 140.00u 470.000 370.000 400.000 395.0)0 455.00u 40).J0) 455.000 415.000 460.000 435.000 470.000 455.000 474.000 545.0 -10 48J.00i 555.003 0.000 0.000 3.000 0.0UJ 0.000 0.000 21690.300 19.0)0 1193.0C') 1255.00) 180.000 300.000 325.J00 0.000 0.000 0.000 482.600 1000.000 48'J.LOJ 1020.003 478.000 1055.000 475.000 1080.000 474.00J 1105.000 472.000 1150.0 470.000 1190.000 460.000 1200.000 456.000 1205.000 455.x00 1210.004 456.000 1220.0)0 460.GUJ 1230.00) 470.000 1255.000 472.000 1395.000 474.000 1495.000 470.000 1530.000 478.000 1555.00) 480.000 1580.000 482.000 1610.00) 0.000 0.000 0.060 0.0 ".0 0.045 0.00) 0.000 0.000 0.000 0.000 0.000 0.000 o.UO3 7500.0)0 1050,3.00) 1150).003 15100.000 16000.000 5130.000 0.000 0.000 0.000 1.000 19.0)0 76.000 140.009 510.000 500.000 530.000 0.000 0.000 0.000 0.000 0.000 0.000 0.003 0.000 257.000 0.000 0.000 0.000 0.000 480.001 0.090 478.000 9.000 476.000 12.000 474.000 22.000 472.000 65.00J 47'J.000 76.000 460.')UJ °3.00) 458.000 90.000 457.307 03.00) 458.000 90.000 400.06.' 112.0)C 470.OLC 14.000 472.000 178.000 474.000 244.001 476.)OJ 322.000 473.000 350.0)0 460.^')! 3A5.000 482.000 400.000 484.060 445.00J 0.000 0.000 7 FEd 9U 122:02:47 PAGE 3 JT 0.000 7500.000 1050U.000 11303.000 15100.000 16000.000 5133.000 0.000 0.000 0.000 x1 22600.00J 16.000 1397.000 1447.009 370.000 350.000 380.000 0.0013 0.000 0.000 x3 0.000 0.000 0.000 0.009 0.000 1460.000 0.000 J.300 0.000 0.00i1 Gk 481.700 1000.000 485.2GO 1100.000 473.600 1200.000 474.3UO 1233.00J 472.400 1300.000 GR 473.00J 1397.000 453.600 1412.000 459.000 1425.000 461.500 1435.000 474.700 1447.000 GR 475.oOO 1500.000 479.300 1500.000 485.100 1700.000 493.200 1600.000 497.307 1900.000 GR 502.200 2000.000 0.000 0.003 0.000 0.000 0.000 0.000 0.005 0.000 x1 1.500 22.000 94.000 164.00) 255.000 270.000 2b5.000 0.301 3.000 0.000 GR 4b2.000 0.OJO 481.900 6.001 480.000 23.000 47.000 30.00J 476.003 44.000 GR 477.000 53.090 470.000 65.003 475.000 72.000 474.000 74.000 473.400 94.000 GR 470.JOJ 96.5]0 460.000 104.00 459.000 106.000 459.000 126.000 400.000 129.000 GR 47 J. 000 149.000 47[.000 154.000 474.000 192.000 475.000 249.000 482.000 267.000 GR 482.00J 394.000 4&4.00J 454.000 O.00J 0.000 0.000 0.000 0.000 0.000 x1 2.001 21.000 101 uuu 173.00) 255.000 270.00) 28i.000 O.JOU 0.003 O.00J X3 0.000 0.0 J.00U 0.00) 0.000 266.000 J.000 0.000 O.00J 0.000 Gk 407.003 0.000 480.UU0 13.00) 484.000 33.000 462.000 50.000 420.00) 66.000 GR 478.JOO 78.000 476.000 95.000 474.000 108.000 472.000 113.00D 470.00J 113.000 GR 460.000 135.000 454.600 147.009 460.000 155.000 473.000 107.OUJ :72.000 173.000 GR .74.003 138.000 476.UGu 225.003 473.000 295.00J 480.003 331.000 490.003 523.000 ;R 500.00J 790.000 U.OGU 0.303 0.000 0.000 0.000 0.000 0.003 0.000 x1 23900.000 12.070 1215.000 1385.003 750.000 590.000 733.000 0.000 0.000 0.000 X3 0.001 0.000 0.001 0.000 0.000 1395.000 0.000 0.000 0.001] 0.000 GR 4bd.OGO 1000.000 482.Uco 1925.003 480.000 1075.000 473.000 1215.000 470.000 1325.000 GR 465.DU0 1345.000 405.01,,: 1355.003 470.000 1370.000 480.000 1365.003 486.003 1395.000 GR 4436.000 1405.030 49U.+)0) 14:.0.000 0.000 0.000 3.000 0.000 0.003 0.000 xi 3.000 19.0Uu 146.000 271.000 310.000 450.000 465.000 0.000 0.000 0.000 A3 O.COJ 0.030 0.0(;3 0.00) 0.000 333.000 J.000 0.000 0.000 0.000 GR 489.000 0.0)0 483.000 4.003 486.000 14.000 484.000 42.000 482.00'3 62.000 GR 40G.00J 120.000 475.Uk�, 14.003 470.000 172.000 464.300 1L1.00: 404.30'3 190.000 GR 47J.JGO 215.0.70 475.UGj 271.)0) 480.000 326.000 482.000 347.JOU 484.000 370.000 GR 480.000 391.000 465.0(.0 41 - 490.000 462.000 492.000 490.000 0.000 O.00u NG U.050 0.030 U.05U 0.00) 0.000 O.00J 0.000 3.000 0.000 0.000 x1 4.000 19.000 190.000 315.003 350.000 540.000 560.000 0.300 3.00) 0.000 X3 J.JOJ O.C10 0.000 0..)OJ 0.000 314.000 J.000 0.000 0.000 0.000 GR 491.001) 0.0)1 490.000 32.JOJ 483.000 43.000 486.000 75.000 464.000 125.000 GR 482.001 168.C'JO 480.000 199.000 470.000 218.000 465.700 22d.O09 4o5.700 240.000 GR 47J.JOJ 255.000 480.000 315.00) 482.000 325.000 484.000 450.000 486.000 525.000 GR 405.600 550.000 490.000 585.000 492.000 o35.000 494.000 665.000 0.00) 0.000 QT 0.000 75J0.OJO 10500.00•3 11300.000 15100.000 15500.000 5030.00 0.001 0.003 0.000 x1 5.000 18.000 9:.000 203.00) 130.000 160.000 145.000 O.00u 13.003 0.000 X3 U.000 0.000 0.000 0.000 0.000 353.000 0.000 0.000 0.000 0.000 GR 491.300 0.000 490.GUU 25.003 488.000 40.000 485.000 52.000 484.000 73.000 GR 482.000 92.000 450.000 93.000 470.000 113.000 463.003 133.300 465.90u 149.000 GR 4o5.900 158.000 470.JOG 172.003 480.000 208.000 482.000 300.000 484.000 355.000 GR 460.000 410.000 4E.i.,UJ , .75.30) 490.000 535.000 3.000 O.00J 0.000 0.000 7 FEb 90 12:02:47 PAGE 4 X1 2493G.000 20.OJU 1312.000 1390.000 170.000 150.000 220.000 O.JOO 0.000 0.000 X3 1.000 0.070 O.OUJ 0.000 0.000 1430.000 0.000 0.000 0.000 0.000 GR 4Y4.JOO 1000.0.30 492.OUJ 1u25.003 490.000 1130.101 485.00J 1140.00J 465.001 1150.000 GR 464.003 1150.03C 482.000 11?0.000 480.000 1200.000 472.JUO 1312.00J 470.00') 1340.000 GR 466.400 1355.000 466.4Uu 1365.000 470.000 1375.000 460.000 1390.JGU 464.007 1410.000 GR 400.000 1440.010 486.000 1490.000 490.000 1530.000 492.000 1580.000 494.JOJ 1620.000 x1 5.000 15.000 164.000 263.000 50.000 95.000 90.000 0.000 0.000 0.000 X3 J.000 O.OJU U.000 0.000 0.000 315.000 0.003 0.000 0.000 0.000 v 491.000 0.000 49+1.000 35.007 484.000 65.000 482.000 50.000 450.007 170.000 GR 47o.000 134.000 470.4jOU 2U5.000 466.800 215.000 463.3GJ 225.0Ou 470.000 245.UOJ GR 47o.000 2o3.000 480.000 275.000 486.000 325.000 483.000 375.00) 490.000 '430.000 uc U.0bO 0.050 2.045 0.000 0.000 0.000 J.000 O.00J 0.000 0.000 x1 25085.000 17.000 1537.001 1527.000 45.000 85.000 8J.00U 0.Juu 0.000 3.000 X3 0.000 0.000 0.000 0.00) 0.000 1667.000 ).001 3.000 O.J00 0.000 GR 49U.000 1417.U'JO 40o.000 1425.003 466.000 1437.001 484.000 1445.JOu 483.000 1500.000 GR 48J.700 1537.0•)0 472.00) 1560.000 4o7.300 1564.000 407.100 1572.000 4c7.20U 1545.000 GR 476.400 1593.000 475.4U 1620.003 474.200 1627.000 482.900 1042.000 485.000 1750.000 GR 4b� 1730.010 4 1240.007 0.000 0.000 0.000 O.00u 0.000 0.000 X1 2513;.UOJ 19.000 1534.00 1023.00) 40.000 60.000 53.000 0.000 O.OJ3 0.0Ou X3 0.000 0.000 U.OUJ 0.00•) 0.000 1657.000 0.000 O.00U 0.000 O.00u GR 492.000 1325.000 490.000 1417.007 488.000 1427.000 485.000 1437.000 484.003 1445.00J GR 4b1.300 1500.0 .)0 461.400 1534.000 473.500 1555.000 467.100 1559.000 467.000 1570.000 GR 467.1CJ 1564.000 47. 1.50'3 1593.000 478.400 1608.000 474.000 1623.000 479.000 1623.000 GR 4b5.100 1647.000 466.0OU 1765.000 488.000 1805.000 490.000 1845.000 0.000 0.000 X1 25145.000 23.000 112U.000 1186.001 50.000 40.000 50.000 0.000 0.000 1.000 X3 1.000 0.000 0.000 0.00) 0.000 1230.000 3.000 O.00J 0.000 0.000 GR 494.000 910.000 492.00) 1000.00) 490.000 1010.000 483.000 1030.00J 485.003 1038.000 GR 484.007 1050.010 48c.000 1070.900 480.000 1080.000 473.000 1120.000 4o7.700 1135.800 GR 467.o6J 1140.000 46v.JU•) 116 .)0) 470.000 1168.000 475.000 1175.UUu 473.5CJ 1183.000 GR 476.500 1186.000 474.GUJ 1 ?00.001 484.000 1220.00 484.000 1220.0(j0 434.000 1220.000 uR 4d5.000 1309.000 490.UUJ 1324.00) 494.000 1335.000 3.000 0.00u 0.000 0.000 x1 25235.000 21.000 1079.300 110 ^..00) 50.000 50.000 5J.00J 0.000 0.003 0.000 X3 0.000 0.000 U.060 0.00] 0.000 1230.000 0.000 0.000 0.000 O.UOJ GR 494.00.) 920.0)0 49e.000 1000.003 490.000 1010.00J 485.000 1021.000 405.00) 1030.000 GR 4b..000 1040.000 482.OUu 1U60.00) 480.500 1079.300 477.400 1082.300 4o7.900 1094.400 GR 407.900 1106.300 469.UUU 1145.000 475.000 1156.000 480.000 1166.000 461.000 1170.00J GR 461.500 1198.000 484.500 1210.003 484.500 1210.000 483.000 1251.00J .90.000 1265.000 GR 494.000 1275.000 0.000 0.00) 0.000 0.000 0.000 0.000 0.003 0.000 X1 252dJ.G0u 18.000 1046.3CO 1153.001 55.000 25.000 45.000 O.UOJ 0.000 0.000 GR 494.u0J 970.000 492.000 1000.00) 490.000 1010.000 483.000 1035.00u 4E5.000 104).OG GR 484.000 1043.300 482.200 1046.300 4o8.200 1061.700 467.40) 1069.300 469.000 1130.000 GR 475.000 1141.000 48U.000 1151.000 481.000 1153.000 482.000 1170.000 484.003 1174.000 GR 465.000 1214.000 490.00) 1228.001 494.000 1239.000 0.000 0.000 0.000 0.000 7 FEy 90 11:02:47 PAGE 5 x1 25325.000 21.000 1023.000 1173.000 50.000 30.000 45.000 0.000 0.00 0.000 GR 494.00J 910.000 491.30') 1000.000 487.000 1023.000 485.000 1027.UO) 480.000 1037.000 GR 475.300 1042.000 470.000 1050.00) 4o7.600 1055.ZOU 46T.90u 1070.00.1 467.30:► 1079.000 GR .oy.50U 1086.8 409.(JG0 1129.000 470.000 1131.000 475.000 1140.00J 480.003 1149.00J GR 481.000 1152.000 48Z.000 1169.000 484.000 1173.000 485.000 1169.000 490.000 1201.000 GR 494.000 1212.000 U.000 0.000 0.000 0.000 J.000 0.000 0.000 0.000 x1 25375.000 19.000 1000.000 1182.007 50.000 50.000 50.000 0.000 0.000 0.000 GR 49..JOO 830.0)0 491.300 1000.003 487.000 1017.000 485.000 1020.000 480.000 1030.001) GR 475.000 1038.000 470.000 1047.00) 463.000 1050.000 463.400 1113.003 407.900 1121.700 GR 469.000 1125.000 470.001) 1127.003 475.000 1130.000 480.000 1146.000 481.000 1143.000 GR 4b4.000 1165.000 485.000 1171.000 490.000 1182.000 494.000 1191.000 0.000 0.000 x1 25421.000 11.000 1100.000 1305.007 84.000 10.000 45.000 0.000 0.000 0.000 GR 495.003 1000.000 495.000 1100.003 489.430 1100.JOJ 463.500 1147.00U 468.000 1190.000 GR 406.5GO 1235.000 481.62U 1263.000 482.000 1282.000 491.75) 1305.000 495.000 1305.000 GR 495.000 1 40.000 U.000 0.000 0.000 0.000' 0.000 0.000 0.000 0.000 NC 0.000 0.030 0.023 0.300 0.500 0.000 0.000 0.000 0.000 0.000 x1 25422.000 18.000 1100.000 1305.007 1.000 1.000 1.000 0.000 0.003 0.000 6T -..00O 1100.000 495.00U 490.330 1170.000 495.000 49J.570 1235.00J 495.003 490.47) dT ).JOU 1305.OJO 495.000 .91.750 0.000 0.000 . 1.000 O.00J 0.303 0.00) GR 495.000 10)0.000 495.000 1100.00) 489.430 1100.000 468.500 1147.000 463.30') 1167.500 GR 490.57U 1167.500 49u.570 1170.00li 468.200 1170.000 463.000 11y0.000 4 1235.000 Gk 490.470 1235.000 49U.47J 1237.500 469.750 1237.500 481.520 1"263.00) ,82.3GU 1282.000 GR 491.750 1305.000 495.000 1305.000 495.000 1400.000 0.000 0.000 0.000 0.000 x1 2554c.000 18.000 1100.003 1305.000 120.000 120.000 123.000 3.000 0.000 0.000 8T -4.000 1100.000 495.000 490.030 1170.000 495.000 490.320 1235.000 495.000 490.570 8T 0.300 1305.000 495.000 491.750 0.000 0.000 0.000 0.000 3.000 0.000 GR 495.000 1030.000 495.003 1100.00) 489.400 1100.000 469.200 1147.000 469.000 1167.500 GR 490.320 1157.500 490.320 1170.00) 468.900 1170.000 463.700 1190.000 469.2011 1235.0013 GR .Y-J.570 1235.000 490.570 1237.50) 470.450 1237.500 481.6ZO 1163.000 482.3(j') 1282.000 GR 491.750 1305.000 495.000 1305.00) 495.000 1400.000 O.UO 0.000 0.00) 0.000 x1 25543.000 11.000 110U.OuO 1305.001) 1.000 1.000 1.000 0.000 0.000 0.000 GR 495.300 10JO.OJO 495.300 1100.001) 489.400 1100.000 469.200 1147.000 469.700 1190.000 GR 409.200 1235.000 481.520 12,3.003 482.000 1282.000 491.750 1305.000 495.000 1305.000 GR 49�1.000 1400.000 U.000 0.000 0.000 0.000 0.000 O.00u .3.000 ).000 NC 0.000 0.000 0.045 0.003 0.000 0.000 0.000 0.000 0.000 0.000 x1, 25�66.000 18.000 1020.000 1155.000 5.000 75.000 25.000 0.000 0.000 0.000 GR 495.000 1000.030 49U.OGU 1010.000 485.000 1020.000 480.000 1030.000 475.000 1040.000 GR 470.000 1050.070 469.900 1070.000 469.000 1076.000 469.000 1U83.UOJ 473.000 1119.000 GR 475.000 11 ?8.000 400.)0'0 1135.003 481.000 1138.000 482.JOO 1149.000 485.000 1155.000 GR 460.000 1153.000 490.vUU 1200.000 492.000 1310.000 J.00J 0.000 O.00'J O.00J NC 0.000 O.OJo O.OUO 0.101 0.300 0.000 0.000 0.000 0.001 0.000 xl 25old.00J 16.000 1022.000 1151.007 20.000 50.000 50.000 0.003 .3.003 0.000 GR 495.000 1000.000 490.OUJ 1012.003 485.000 1022.000 480.000 1032.000 475.000 104.000 GR 47U.00G 1052.OJO 469.50) 1J60.000 470.000 1117.000 475.000 1125.000 483.000 1134.000 GR 481.000 1136.030 482.0011 1144.001 485.000 1151.000 486.JOJ 1154.000 493.003 1225.000 GR 492.000 1270.000 O.OUJ 0.000 0.000 0.000 0.000 0.004 0. 00) 0.000 7 FEo 9C 12:02:47 DA.,E x1 25069.000 27.000 1034.x00 1185.00) 55.000 50.000 50.000 0.000 0.000 0.000 Gk 095.000 1000.000 490.000 1022.000 485.000 1030.000 485.000 1034.000 464.000 1039.000 GR 483.JGJ 1050.030 482.000 1000.000 461.000 1066.000 480.000 1071.000 479.000 1075.000 vR 473.000 1073.000 477.000 1080.)0) 476.000 1082.000 475.000 1084.00J 470.70) 1094.000 to 409.100 1096.000 469.400 1104.000 469.100 1114.000 47J.000 1154.000 475.000 1162.000 GR 480.000 1170.000 481.000 1172.000 482.000 1177.000 465.000 1185.00J 486.000 1186.000 GR 49J.000 1270.000 492.000 1295.000 0.000 0.000 0.000 0.000 0.000 0.000 EJ 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 7 FEd 90 12:02:47 SECNO DEPTH CWSEL CRIWS WSELK EG Q QL0b OCM QR08 AL09 ACM TIME VLO6 VCM VR08 XNL XNCM SLOPE XL36L XLCH XLObK !TRIAL IDC *PROF 1 THAN HVINS ld65U.00 15.00 462.50 CCHV= 0.300 CEHV= 0.500 5218. 0. 0.00 *SECNO 1d6J0.000 4.01 0.00 0.00420 35. :j• 106UO.OJ 15.39 4 7d 0. Jo 462.74 463.09 5220. 474. 47U3. 43. 325. 1002. O.OJ 1.46 4.69 U.42 0.070 0.050 0 002093 3 /.- 34. 34. 0 0 *ScCNO 13615.030 16615.00 15.42 402.82 0.00 5220. 483. 4691. 45. 0.00 1.46 4.6o 0.93 0.002051 15. 15. 15. *SECNO 1d650.000 3265 DIVIDED FLOW 3301 MV CHANGED MORE THAN HVINS ld65U.00 15.00 462.50 U. -JO 5220. 2. 5218. 0. 0.00 0.32 4.01 0.00 0.00420 35. :j• = CCHV= 0.1CO CEHV = 0.300 -SZCNO 0.100 3301 MV CHANCED MORE THAN HVINS 0.10 15.65 464.65 0.00 5210. 119. 4966. 105. 0.03 0.52 5.40 0.94 0.001120 330. 510. 275. *SECNO 0.200 0.00 463.12 331. 1007. 0.070 0.050 0 0 0.00 463.65 5. 600. 0.070 0.050 2 0 0.00 465.09 230. 923. 0.090 0.050 2 0 MV AROtl XNR ICONT 0.31 47. 0.070 0 0.31 48. 0.070 0 1.15 0 . 0.070 0 I. 0.43 111. 0.090 0 ML OLOSS BANK ELEV VOL TWA LEFT /RIGHT WTN ELMIN SSTA CORAR TOPWIO ENOST 0.00 O.UU 459.70 0. 0. 451.00 0.000 447.40 1134.40 0.00 418.65 1553.08 0.03 0.00 459.70 0. 0. 461.00 0.000 447.40 1133.77 0.00 420.51 1554.28 0.11 0.42 463.10 1. 0. 462.70 0.000 447.50 1671.62 0.00 116.23 1867.78 1.36 0.07 464.00 11. 3. 462.00 0.000 449.00 113.39 0.00 521.51 634.91 PAGE 7 7 FEd 90 12:02:47 455.21 4o3.27 0.00 466.63 1.35 1.27 SECNO DEPTH C4SEL CRIWS WSELK EG MV HL OLOSS BANK ELEV G QLOB OCM UROb ALOE! ACM AROB VOL TWA LEFT /RIGHT TIMc VLOB VCH VROb XNL XNCH XNR WTN ELMIN SSTA SLOPE XLObL XLCH XLOnR ITRIAL IOC ICONT CORAR TOPaIO ENUST 3,301 MV CHANGED MORE THAN HVINS 0.20 15.08 455.21 4o3.27 0.00 466.63 1.35 1.27 0.2d 464.00 5210. 33. 5015. 162. 29. 527. 141. 20. 6. 404.00 U.U4 1.15 4 .52 1.15 0.090 0.050 0.090 0.000 450.20 264.97 0.008717 290. 3v0. 265. 4 16 0 0.00 338.77 603.73 • SECNO U.3UU 3301 HV CHANGEO MORE THAN 4VINS 0.30 10.95 467.95 13.GC. 0.00 466.33 0.37 1.59 0.10 464.00 5210. 649. 3491. 1070. 454. 592. 669. 30. 9. 454.00 0.07 1.40 5.9G 1.�,0 C.09 0.050 0.090 0.000 451.00 102.26 O.UUcU5y 410. 45U. 280. 2 0 0 0.U0 505.94 008.20 * SECNO 20540.000 2U540.00 16.15 4 * -°.75 0.00 0.00 469.01 0.25 0.67 0.01 466.00 521U. 731 4423 0. 805. 1018. 9. 4d. 14. 466.00 0.10 0.97 4.34 0.00 0.090 0.050 0.090 0.000 452.oO 1179.99 0.000-043 370. 540. 350. 2 0 0 0.00 416.83 1590.88 * SECNO 0.500 0.51 15.20 4,9.40 0.70 0.09 4o9.33 0.13 0.31 0.01 400.00 5130. 1273. 3852. 0. 1059. 1193. 0. 66. 17. 470.00 U.15 1.21 3.23 0.0C O.U91) 0.050 0.090 0.000 454.00 217.03 0.000010 315. 435. 415. 2 0 0 0.00 359.73 577.35 * SECNO 0.600 3301 Hv CMANGEO MORE THAN HVINS 0.60 14.17 469.17 0.00 0.00 470.05 0.88 0.50 0.23 470.00 5130. 0. 5130. 0. 0. 681. 0. 79. 19. 470.00 0.16 0.00 7.54 0.00 0.090 0.050 0.090 0.000 455.00 372.08 0.004130 380. 390. 3o0. 2 0 0. 0.00 81.25 453.33 PAGE 3 7 FEET 90 12:02:47 SECNO DEPTH C'aSEL CRIWS WSELK EG HV ML OLOSS BANK ELEV 0 OL05 OCH JROn AL08 ACH ARDS VOL TWA LEFT /RIGHT TIME VLOE VCH VRCB XNL XNCH XNR WTN ELMIN SSTA SLOPE XL06L XLCH XLOt;R ITRIAL IDC ICONT CORAR TOPMIO E.NOST *SECNO 21690.000 21690.00 14.57 470.47 0.00 0.00 471.62 1.15 1.49 0.03 470.00 5130. 1. 5126. 3. 2. 596. 8. 84. 19. 470.00 0.17 0.45 6.00 0.45 0.090 0.050 0.090 0.000 455.90 118J.59 O.OU51Jo 180. 325. 300. 3 0 0 0.00 107.33 1287.92 *SECNO 1.000 86. 103. 23. 472.00 0.21 1.03 6.63 1.22 O.JSI) 3470 ENCROACHMENT STATIONS = 0.0 257.0 TYPE- 1 TARGET= 256.999 265. 1.00 15.35 472.65 O.JO 0.00 473.40 0.75 1.75 0.04 470.00 5130. 24. 5035. 71. 23. 716. 64. 93. 21. 470.00 0.19 1.07 7.01 1.10 0.080 0.045 0.080 0.000 457.30 50.94 O.Oue3U7 510. 530. 500. 2 0 0 0.00 161.73 212.67 *SECNO 22600.OJO 3301 MV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 0.0 1460.) TYPE= 1 TARGET= 1459.99? 22600.00 14.79 473.39 4c9.49 0.00 474.94 1.56 1.30 0.24 473.00 5130. 86. 5042. 0. 55. 499. 0. 99. 22. 474.70 0.20 1.04 10.10 0.00 0.060 0.045 0.080 0.000 458.60 1265.00 0.005567 370. 330. 55u. 4 8 0 0.00 180.81 1445.31 *SECNO 1.500 3301 MV CHANGED MORE THAN HVINS 1.50 16.26 475.25 0.70 0.00 475.93 0.67 0.89 0.09 473.40 5130. 30. 4 105. 29. 753. 86. 103. 23. 472.00 0.21 1.03 6.63 1.22 O.JSI) 0.045 0.080 0.000 459.00 70.18 0.002012 255. 265. 270. 2 0 0 0.00 157.75 227.93 *$m-CNO 2.000 3470 ENCROACHMENT STATIONS= 0.) 266.J TYPE= 1 TARGET= 265.999 2.00 16.19 475.79 0.00 0.00 476.57 0.79 0:61 0.04 474.00 5130. 9. 5024. 9. 10. 699. 71. 109. 24. 472.00 0.23 0.32 7.15 1.37 0.080 0.045 0.080 0.000 459.60 96.38 0.002303 255. 235. 270. 2 0 0 0.00 124.71 221.08 PAGE 9 7 FEn 90 12:0 SECNO DEPTH CWSEL CRIaS wSELK EG HV ML GLOSS BANK ELEV 4 GLOB DCH JQOB ALOE ACH AROB VOL TWA LEFT /RIGHT TIMt VLOB VCH VQOE XNL XNCH XNR NTN ELMIN SSTA SLOPE XLOBL XLCH XL08R ITRIAL IDC ICONT CORAR TOPWID ENOST -SECNO 23900.000 3470 ENCROACHMENT STATIONS= 0.0 1395.0 TYPE= 1 TARGET= 1394.99) 23900.U0 14.34 477.84 0.00 0.00 479.24 0.40 1.63 0.04 478.00 5130. 0. 5130. J. 0. 1014. 0. 124. 27. 430.00 U.27 0.00 5.06 0.00 0.080 0.045 0.080 0.000 463.00 1217.16 0.002167 750. 730. 500. 2 0 0 0.00 164.60 1381.70 *SECNO 3.000 3470 ENCROACHMENT STATIONS= 0.0 333.0 TYPE= 1 TARGET= 332.999 3.00 1 ». 476.66 0.00 0.00 479.01 0.35 0.77 0.00 475.00 5130. 34. 5022. 74. 35. 1043. 74. 135. 28. 475.00 0.29 0.99 4.82 1.00 0.090 0.045 0.080 0.000 464.30 120.98 0.001301 310. 450. 2 0 0 O.UO 134.2o 311.24 *SECNO 4.000 3470 ENCROACHMENT STATIONS= 0.0 314.-) TYPE= 1 TARGET= 313.999 4.00 13.39 479.59 0.00 0.00 480.13 0.55 1.06 0.05 480.00 5136. 0. 5130. J. 0. 464. 0. 148. 30. 100000.00 0.32 0.00 5. 4 ii. O.00 0.05? 0.050 '0.080 0.000 465.70 191.10 0.003037 350. 560. 540. 2 0 0 0.00 121.35 312.51 *SECNG 5.000 347U ENCROACHMENT STATIONS= 0.0 353.0 TYPE= 1 TARGET= 352.994 5.00 14.16 44U.Oo 0.00 0.00 480.47 0.40 0.32 0.01 480.00 5030. J. 5030. 0. 0. 988. 0. 151. 31. 400.00 0.33 0.01 5.09 0.01 0.050 0.050 0.080 0.000 4o5.9J 97.48 C.001674 130. 145. 1tU. 2 0 0 0.00 113.54 211.02 *SECNO 24930.000 3470 ENCROACHMENT STATIONS= 0.0 1450.) TYPE= 1 TARGET- 1429.999 24930.OU 14.07 460.47 J.00 0.00 480.81 0.34 0.33 0.01 472.00 5030. % 4073. G. 5)1. 794. 1. 156. 31. 4dO.00 U.34 1.91 5.13 0.26 0.080 0.050 0.080 0.000 46o.40 1195.34 0.001445 170. 220. 155. 2 0 0 0.00 197.00 1392.33 PAGE 10 7 FEb 90 10:02:47 SECNO DEPTH C CRIWS WSELK EG HV HL OLOSS BANK ELEV U GLOB QCH jROB ALOE ACH AR08 VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL X.LCH XL08R ITRIAL IDC ICONT CORAR TOPWID ENDST * SECNO 6.000 3470 ENCROACHMENT STATICUS= 0.0 315.0 TYPE= 1 TARGET= 314.999 25065.00 15.02 6.00 13.54 430.44 0.:0 0.00 4!1.04 0.60 0.15 0.05 476.00 5030. 53. 4932. 44. 38. 788. 30. 153. 32. 476.00 U.34 1.40 6.26 1.48 0.080 0.050 0.080 0.000 466.60 152.51 0.002160 5J. �0. 95. 2 0 0 0.00 126.14 278.64 * SECNO 25065.000 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 0.0 1557.0 TYPE= 1 TARGET= 1666.999 1229.999 25065.00 15.02 480.12 0.30 0.00 481.63 1.51 0.32 0.27 480.70 5030. 0. 5u17. 3. 0. 510. 2. 1o0. 32. 479.20 0.35 0.00 9.86 1.45 U.080 0.045 0.060 0.000 467.10 1533.51 0.009061 45. 60. 85. 2 0 0 0.00 92.25 1630.76 • SECNO 45135.000 0 0.00 138.85 1199.73 3470 ENCROACHMENT STATIONS= 0.0 1057.0 TYPE- 1 TARGET= 1656.999 25135.03 13.97 460.47 0.6O 0.00 482.04 1.07 0.37 0.04 481.40 5030. 0. 5010. 14. 0. 603. 8. 160. 32. 479.00 0.35 0.00 °.32 1.:1 0. :90 0.045 0.060 0.000 467.00 1535.20 0.00508o 40. 50. t ]. 3 0 0 0.00 95.54 1630.74 * SECNO 25165.000 3470 ENCROACHMENT STATIONS= 0.0 1230.7 TYPE= 1 TARGET- 1229.999 251d5.0u 13.92 431.52 o.u0 U.00 482.24 0. 0.17 0.03 678.00 iO3u. 169. 4754. 107. 107. 678. 51. 161. 32. 478.50 0.35 1.58 7.02 2.08 0.090 0.045 0.060 0.000 467.00 1072.40 0.002L55 50. 5U. 40. 2 0 0 0.00 137.69 1210.08 * SECNO 25235.000 3470 ENCROACHMENT STATIONS= 0.7 1230.0 TYPE= 1 TARGET= 1229.999 Z5235.Ou 14.03 461.93 u.uo 0.00 (682.35 0.42 0.08 0.03 480.50 5030. 7. 5005. 1). 13. 960. 25. 162. 32. 440.00 0.35 0.50 5.21 ).73 0.080 0.045 0.060 0.000 467.90 1060.97 0.0u1120 50. 50. 53. 2 0 0 0.00 138.85 1199.73 PAGE 11 7 FE6 90 12:02:47 SECNO DEPTH CWSEL CkIWS WSELK EG HY HL OLOSS BANK ELEV O QLOB QCH QRO6 AL03 ACH ARDS VOL TWA LEFT /RIGHT TIM= VL06 YCH VROb XNL XNCH XNR MTN ELMIN SSTA SLOPE XL08L XLCH XLOtR ITRIAL IDC ICONT CORAR TOP410 ENOST *SECNO 25280.000 252dO.00 14.74 432.1. 0.00 0.00 482.41 0.26 0.04 0.02 482.20 5030. 0. 5025. 5. 0. 1224. 11. 163. 32. 481.00 0.3o 0.00 4.11 U.i.7 0.030 O.U45 0.060 0.000 407.40 1046.36 O.000061 55. 45. 25. 2 0 0 0.00 123.93 1170.29 *SECNO 25325.000 25315.00 14.93 432.23 0.00 0.00 482.44 0.21 0.03 0.01 487.00 joso. Q. 5030. 0. 0. 1374. 0. 165. 33. 434.00 0.30 J.00 3.66 0.00 0.0 0 10 0.045 0.060 0.000 467.30 1032.54 O.000oOo 50. 45. 30. 2 0 0 0.00 136.04 1106.56 *SECNO 25375.000 15375.01 14.37 432.27 0.JO 0.00 482.47 0.20 0.03 0.00 491.30 303U. 0. 5030. 0. 0. 1403. 0. 16o. 33. 490.00 0.3o 0.00 3.54 0.06 0.0bo 0.045 0.060 0.000 467.90 1025.47 0.000564 50. 50. 50. 0 0 0 0.00 140.05 1165.53 *SECNO 21421.000 25411.UU 14.36 4s2.3o 0.00 0.00 482.50 0.14 0.02 0.01 495.00 5050. 0. 5030. U. 0. 1672. 0. 16d. 33. 495.00 0.37 0.00 3.01 0.00 0.080 0.045 0.060 0.000 468.00 1115.88 0.000 "03 E +. 46. 1G. Z 0 0 0.00 lo6.96 1282.64 CCHV= 0.300 CEHV= 7.500 *SECNO 25422.000 3205 DIVIDED FLOW 3370 NORMAL dRIDGE.NRD= 4 MIN ELTZO= 495.00 MAX ELLC= 491.75 25422.00 14.35 492.35 0.00 0.00 482.50 0.15 0.00 0.01 495.00 5030. 0. 5030. J. 0. 1603. 0. 168. 33. 495.00 0.37 0.00 3.14 0.00 0.080 0.028 0.080 0.000 468.00 1115.88 O.00U251 1. 1. 1. 0 0 0 0.00 161.97 1282.85 PAGE 12 I FEo 90 12:02:47 SECNO DEPTH CaSEL CRIWS WSELK =G MV HL OLOSS BANK ELEV O OLO5 OCH 'JROB ALOd ACM AROS VOL TWA LEFT /RIGHT TIME VLOS vCH vkou XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOeL XLCH xLOER ITRIAL IOC ICONT CORAR TOPAIO ENOST *SECNO 25542.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE.NRO= 4 MIN ELTRD= 495.00 MAX ELLC= 491.75 25542.00 13.68 432.33 C.00 0.00 482.55 0.17 0.03 0.01 495.00 5030. 0. 5030. 0. 0. 1524. 0. 172. 33. 495.00 0.3d ).30 3.31) 0.00 0.080 0.028 0.080 0.000 468.70 1116.32 0.000291 120. 120. 120. 1 0 0 0.00 161 .So 1282.91 *SECNO 25543.030 25543.OU 13.69 432.39 O.UO 0.00 482.55 0.16 0.00 0.00 495.00 5030. 0. 5030. 0. 0. 1591. 0. 172. 33. 495.00 0.36 0.00 3.1e) 0.00 J.080 0.028 0.080 0.000 468.70 1116.32 0.000163 1. 1. 1. 1 0 0 0.00 1 166.59 1262.91 *SECNO 25568.000 2556b.00 13.44 442.34 U.00 0.00 482.62 0.28 0.01 0.06 485.00 5030. J. 5030. J. 0. 1187. 0. 173. 33. 435.00 U.3d U.)O 4.2(. 0.00 0.0E) 0.045 0.080 0.000 468.90 1025.32 0.000*66 5. 25. 75. 2 0 0 0.00 124.37 1149.68 CCHv= 0.10J CEHv= J. -SECNO 25613.000 25olb.UU 12.86 442.3c 0.00 0.00 482.68 0.32 0.05 0.01 465.00 5030. 0. 5030. 0. 0. 1111. 0. 174. 34. 435.00 0.30 O.UO 4.53 U.00 0.030 0.045 0.080 0.000 469.50 1027.28 0.001006 20. 50. 50. 0 0 :'0 0.00 117.57 1144.85 *SECNO 25668.000 25668.UJ 13.30 432.40 0.00 0.00 482.74 0.34 0.05 0.01 485.00 5030. 0. 5030. 0. 0. 1078. 0. 176. 34. 415.00 0.39 U.00 4.57 0.00 0.030 0.045 0.080 0.000 469.10 1055.91 O.OU11o� 55. 50. :0. 0 0 0 U.00 122.18 1179.09 PAGE 13 7 FE* ?G 12:02:47 # xrrrxwrrrwx .t *�.». *rx.xr*w *r *xwrx +w *x sx� * #s•rrk *# r1EC2 RELEASE OAT-:D Nov 7o UPDATED MARC 1982 ERROR CORR — 01i02iO3r64i05 MODIFICATION — 50.51.52.5354.55 x* x* xxrx*#*#* kn#*# x * # *.xrxw♦ * *x **x * * # # * # # # * #4 *#* T1 GRAPEVINE CREEK, COPPELL. T2 tXTENUED FLOOD INSURANCE T3 GRAPEVINE CREEK FILE: J1 ICMECK INQ NINV U. 6. 0. J2 NPROF (PLOT PRFVS DALLAS COUNTY. TEXAS ULT 100—YEAR DISCHARGE STUOY * *NO ENCROACMMENTS--W /CREEKVIEW AOOITION NDMGR3 NOM ENGINEERS 1/08190 IDIR STRT METRIC MVINS 0 0. 0.000000 0.00 0.0 0. XSECV XSECM FN ALLOC IBM PAGE 114 THIS RUN EXECUTED 7 FES 90 12:03:02 WSEL FO 468.450 0.000 CMNIM ITRACE 0.000 0.000 15.000 0.000 —1.000 0.000 0.000 0.000 0.000 0.000 0 7 FE6 90 1:02 SECNO 0EPTM 0 GLOB TIM= VLC6 SLOPc XLOhL *PROF 1 CCHV= 0.300 CEMV= *SECNO 16600.000 ldoUU.UJ 21.05 1ouu0. 4597. 0.00 2.59 O.UO1159 34. *SECNO 19615.000 16615.OJ 21.07 16000. 4601. U.OJ 2.58 0.001152 15. *SECNO 16650.000 1do5U.0 J 20.92 10000. ),971. 0.00 2.24 0.002122 35. CCHV= 0.100 CEMV= ►SECNO 0.100 0.10 20.23 1050U. 4433. U. (12 2.21 9 0.001191 330. *SECNO 0.200 0.20 19.95 10501J. 1937. 0.04 2.74 0.004392 290. *SECNO 0.300 0.31 20 3 .77 16500. 4165. 0.00 2.90 0.003J2d 410. 47 CASEL QCH VCH XLCH 0.500 453.45 9746. 5.26 34. 4od.47 9737. 5.25 15. 468.42 7537. 7.75 35. 0.300 469.25 1 06'17. 7.8! 510. 470.15 3557. 9.59 390. 471.77 7139. 8.81 4i0. CRIWS WSELK EG OROB ALOi ACH VROe XNL XNCH XLOBQ ITRIAL IOC 0.00 466.45 468.75 1656. 1778. 1853. 2.14 0.070 0.050 34. 0 0 O.UO 1c62. 2.13 15. 0.00 468.77 1732. 1855. 0.070 0.050 0 0 HV AROS XNR ICONT 0.30 776. 0.070 0 0.30 779. 0.070 0 HL OLOSS BANK ELEV VOL TWA LEFURIGHT MTN ELMIN SSTA CORAR TOP410 =_NOST 0.00 0.00 459.70 0. 0. 461.00 0.000 447.40 1067.08 0.00 614.26 1681.34 0.02 0.00 459.70 2. 0. 461.00 0.000 447.40 1066.94 0.00 614.63 1581.62 0.00 0.00 469.92 0.51 0.05 0.10 463.10 2442. 21-)l. 979. 933. 5. 1. 4o2.70 2.67 0.0713 0.050 0.070 0.000 447.50 1326.06 35. 2 0 0 0.00 776.10 2102.76 U.00 O.OU 469.88 0.65 0.92 0.04 464.00 137J. 193 ?. 1357. 544. 39. 0. 462.00 x.35 0.0 0.050 0.090 0.000 449.00 70.78 ?75. 2 0 0 0.00 616.52 087.30 0.60 0.00 470.96 i 0.81 1.03 0.05 464.00 00Ga. 706. 892. 1885. 65. 10. 404.00 3.19 0.090 0.050 0.090 0.000 450.20 103.09 2c5. 2 0 0 0.00 677.29 780.38 0.00 0.00 472.38 0.61 1.39 0.02 464.00 5195. 1435. 810. 1619. 95. 16. 464.00 3.21 0.090 0.050 0.090 0.000 451.00 36.71 2b0. 2 0 0 0.00 592.08 023.79 PAGE 15 7 FEd 90 12:02:47 MV SECNO DEPTH CWSEL CRIWS Q GLOB OCH UROB TIME VLOB VCH VROb SLOPE XLOBL XLCH XLO8R *SECNO 20540.000 ICONT CORAR TOPWIO 2U54U.OU 20.25 472.85 0.00 10510. 5501. 10793. 10e. U.Ud 2.51 7.71 1.76 O.OJ1445 370. 540. 350. *SECNO 0.500 452.60 1119.58 3 0.50 19.74 473.74 0.00 10100. 555. 10392. 03. 0.11 2.40 5.dU G.9E 0.001201 315. 435. 415. *SECNO 0.000 0.090 0.050 0.090 3101 MV CMANGEJ MOQE THAN iVINS 0.60 13.55 473.55 0.00 161 JO. 2313. 13007. 280. 0.11 3.01 12.36 1.97 0.006027 360. 3Q0. 36U. *SECNO 21690.OJO 21090.00 19.59 475.49 0.00 10100. 955. 12199. 2 ?57. 6.12 3.13 13.22 3.30 0.000746 1E0. 325. 300. *SECNO 1.000 3301 hV CHANGED MORE THAN 4VINS 3470 ENCROACHMENT STATIONS= 0.0 1.00 21.16 478.4o 0.00 16000. 1109. 12436. 2395. 0.14 3.28 11.00 3.47 0.003155 510. 530. 500. WSELK EG MV ML GLOSS BANK ELEV ALOE ACM AR08 VOL TWA LEFT /RIGHT XNL XNCH XNR WTN ELMIN SSTA ITRIAL IDC ICONT CORAR TOPWIO ENDST 0.00 473.49 0.64 1.10 0.01 460.00 222?. 1399. 60. 131. 20. 400.00 0.090 0.050 0.090 0.000 452.60 1119.58 3 0 0 0.00 488.25 1607.83 0.00 474.11 0.37 0.59 0.03 460.00 2354. 1791. 64. 164. 24. 470.00 0.090 0.050 0.090 0.000 454.00 130.35 2 0 0 0.00 487.04 617.39 0.00 475.49 1.94 0.91 0.47 47U.00 934. 1052. 142. 192. 28. 470.00 0.090 0.050 0.090 0.000 455.00 70.05 3 0 0 0.00 464.91 534.95 0.00 477.58 2.09 2.04 O.U4 470.00 305. 922. 896. 206. 31. 470.00 0.090 0.050 0.090 0.000 455.90 1086.43 3 0 0 0.00 434.57 15'11.00 r 257.) TYPE= 1 TARGET- 256.999 0.00 479.97 1.52 2.33 0.06 470.00 356. 1124. 690. 231. 35. 470.00 0.080 0.045 0.080 0.000 457.30 6.93 2 0 0 0.00 250.07 257.00 PAGE 16 7 FEd 90 12:02:47 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BAN( ELEV "V GLOB OCH QROB ALOE ACM AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOP4I0 ENOST * SECNO 22600.000 590. 2 0 0 0.00 378.82 1392.76 * SECNO 3.000 3470 ENCROACHMENT STATIONS= 0.0 1460.0 TYPE= 1 'TARGET= 1459.999 3470 ENCROACHMENT 22000.UU 21.15 479.75 0.00 0.00 481.48 1.73 1.44 0.06 473.00 160JG. 5423. 10379. 1a3. 1230. 816. 64. 249. 37. 474.70 U.15 4.41 12.72 3.01 0.080 0.045 0.080 0.000 458.60 1182.66 O.UO47o6 370. 330. X50. 2 0 0 O.UO 277.34 1400.00 * SECNO 1.500 450. 2 0 0 0.00 307.15 333.00 1.51 22.01 41.01 U.00 0.00 462.57 1.56 1.07 0.02 473.40 16000. 1023. 12737. 2190. 328. 1156. 605. 262. 39. 472.00 OAS 3.12 11.00 3.62 0.030 0.045 0.080 0.000 459.00 5.94 0.001o6 255. 235. 270. 2 0 0 0.00 258.09 264.03 * SECNO 2.000 3470 ENCROACHMENT STATIONS= 0.0 266.1 TYPE= 1 TARGET= 265.999 2.00 22.13 491.73 0.00 0.00 483.61 1.87 0.95 0.10 474.00 16000. 080. 13053. 2257. 213. 1086. 591: Z75. 40. 472.00 0.10 3.19 12.03 3.32 0.180 0.045 0.080 0.000 459.60 52.11 0.003 >91 255. 2i5. 270. 2 0 0 0.00 213.89 2o6.00 ■ SECNO 23900.000 3301 HV CHSNGEO MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 0.3 1395.0 TYPE= 1 1 TARGET= 1394.999 23900.00 21.o6 414.6o 0.00 0.00 485.23 0.57 1.49 0.13 478.00 16000. 2013. 139nll. 10. 939. 2169. 18. 317. 45. 430.00 0.10 2.03 o.4» 1.08 1.080 0.045 0.080 0.000 463.00 1013.94 0.001337 750. 730. 590. 2 0 0 0.00 378.82 1392.76 * SECNO 3.000 3470 ENCROACHMENT STATIONS= 0.0 333.) TYPE= 1 TARGET= 332.999 3.u0 20.95 435.15 0.00 1.U0 485.90 0.75 0.62 0.05 475.00 16000. 103 J. 13774. 1190. 492. 1855. 455. 346. 48. 475.00 0.21 2.09 7.43 2.o3 0.obo 0.045 0.080 0.000 464.30 25.84 0.001435 310. 465. 450. 2 0 0 0.00 307.15 333.00 PAGE 17 7 FEA 9O 12:02:47 435.94 16000. 574. SECNU DEPTH C'WSEL CRIWS WSELK EG G QL08. OCH uROB ALOE ACM TIME VLOB VCH VkOE XNL XNCH SLOPE XLOBL XLCH xL08R ITRIAL IDC -SECNO 4.000 3301 HV CHANGED MORE THAN MVINS 3470 ENCROACHMENT STATIONS= 4.00 20.24 435.94 16000. 574. 15326. 0.23 2.3 Q.28 0.003426 350. 560. •SECNO 5.000 Q. 282. 3470 ENCROACHMENT STATIONS= 5.U0 20. 436.81 1550U. 322. 1341o. 0.24 2.05 7.76 O.GU1839 130. 145. -S6LNO c4930.000 0 0.00 3470 ENCROACHMENT STATIONS= 24930.00 20.97 487.37 155UG. 5214. 9977. U.25 3.44 7.49 0.001541. 170. 220. RSECNO 6.000 3470 ENCROACHMENT STATIONS= 6.00 20.39 487.19 11500. 2197. 123J3. 0.25 3.04 9.31 0.002395 50. 90. •SECNO 25085.000 3301 HV CHANGED MORE THAN HVINS HV HL OLOSS BANK ELEV ARDS VOL TWA LEFT /RIGHT XNR WTN ELMIN SSTA ICONT CORAR TOPWID ENOST 0.0 314.0 TYPE= 1 TARGET= 313.999 488.29 0.00 0.00 487.22 1.28 1.16 0.16 480.00 Q. 282. 1652. 0. 374. 51. 100000.00 0.00 0.080 0.050 0.080 0.000 465.70 76.53 i40. 2 0 0 0.00 237.47 314.00 0.0 353.0 TYPE= 1 TARGET= 352.999 488.29 0.30 0.07 487.63 0.82 0.36 0.05 480.00 1761. 157. 1730. 739. 382. 52. 460.00 2.38 0.090 0.05U 0.080 0.000 465.90 47.13 160. 2 0 0 0.00 305.87 353.00 0.0 1430.0 TYPE= 0.00 0.00 487.99 309. 1517. 1333. 1.91 0.081 0.050 150. 2 0 y 0.0 315.0 TYPE= 0.00 0.00 488.29 599. 754. 1321. 2.95 0.080 0.050 95. 2 0 1 TARGET= 1429.999 0.62 0.35 0.02 472.00 162. 395: 53. 480.00 0.080 0.000 466.40 1143.14 0 0.00 26o.8o 1:30.00 1' TARGET= 314.999 1.10 0.15 0.14 476.00 302. 399. 54. 476.00 0.080 0.000 466.80 49.03 0 0.00 265.96 315.00 PAGE 19 7 FEd 90 12:02:47 SECNO DEPTH CWSEL CRIWS WSELK EG MV ML OLOSS BANK EL5V 0 ;JL08 QCM wR09 AL03 ACH ARDS VOL TWA LEFU RIGHT TIM[ VLOB VCH VROr XNL XNCM XNR WTN ELMIN SSTA SLOPE XL08L XLCH XLOeR ITRIAL IDC ICONT CORAR TOPWIO ENDST 3470 ENCROACHMENT STATIONS= 0.0 1567.3 TYPE= 1 TARGET= 1666.999 25085.00 19.76 49o. °5 0.00 0.00 488.80 1.94 0.26 0.25 480.70 15500. 1319. 13335. 145. 338. 1116. 177. 403. 54. 479.20 0.25 3.40 11.95 4.76 0.080 0.045 0.060 0.000 467.1J 1431.79 0.005220 45. '3U. b5. 2 0 0 0.00 235.21 1667.00 *SECNO 25135.000 3470 ENCROACHMENT STATIONS= 0.0 1o57.0 TYPE= 1 TARGET= 1656.999 25135.UO 20.35 417.35 0.00 0.00 489.06 1.71 0.24 0.02 481.40 15500. 1631. 13193. 676. 464. 1171. 150. 404. 54. 479.00 0.25 3.51 11.26 4.52 0.060 0.045 0.060 0.000 467.00 1430.22 0.004374 40. 50. 60. 2 0 0 0.00 226.73 1657.00 -SECNO 15185.000 3470 ENCROACHMENT STATIONS= 0.0 1230.0 TYPE= 1 TARGET= 1229.999 25185.00 20.11 417.71 0.00 0.00 489.26 1.54 0.18 0.02 473.00 155 , j0. 2077. 1 2 1 035. 1386. 548. 1086. 286. 407. 55. 476.50 0.2i 3.79 11.08 4.o5 0.030 0.045 0.060 0.000 467.60 1031.14 0.002995 50. 50. 40. 2 0 0 0.00 198.86 1230.00 *SECNO 25235.000 3470 ENCROACHMENT STATIONS= 0.13 1230.3 TYPE= 1 TARGET= 1229.999 25235.00 20.41 498.31 O.UO 0.00 489.41 1.10 0.11 0.04 480.50 15500. 719. 13522. 125. 289. 1513. 367. 409. 55. 430.00 0.26 2.49 8.94 3.1.3 0.080 0.045 0.060 0.000 467.90 1018.42 0.001301 50. 50. 50. 2 0 0 0.00 211.58 1230.00 *SECNO 25230.000 25260.0) 21.25 438.65 0.00 0.00 4;9.50 0.85 0.07 0.02 482.20 15500. 56. 14593. c51. 40. 1918. 329. 411. 55. 481.00' 0.26 1.41 7.51 2.59 0.130 0.045 0.060 0.000 467.40 1026.84 O.Ou1247 55. 45. 25. 2 0 0 0.00 197.39 1224.23 PAGE 19 7 Ft3 90 12:02:47 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV Q QLOB QCH QR08 ALO3 ACH ARDS VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XL08R ITRIAL IDC ICONT CORAR TOPWIO ENOST *SECNO 25325.000 25325.00 21.62 498.92 0.00 0.00 489.58 0.65 0.05 0.02 487.00 15500. 5. 15326. 169. 9. 2351. 86. 413. 55. 484.00 0.25 0.58 6.52 1.96 0.080 0.045 0.060 0.000 457.30 1013.79 0.001075 50. 45. 30. 2 0 0 0.00 134.41 1196.20 *SECNO 25375.000 25375.00 21.11 489.01 0.00 0.00 499.63 0.63 0.06 0.00 491.30 15500. 0. 15500. 0. 0. 2441. 0. 416. 55. 490.00 0.26 0.00 6.35 O.GO 0.080 0.045 0.060 0.000 467.90 1009.06 O.OU1151 50. 50. 50. 2 0 0 0.00 170.75 1179.82 *SECNO 25421.000 25421.00 21.26 419.26 0.00 0.00 489.70 0.43 0.04 0.02 495.00 15500. 0. 15500. 0. 0. 2935. 0. 419. 5o. 495.00 U.�.o o. 5.28 0.00 0.080 0.045 0.060 0.000 468.OU 1100.38 0.00074d 64. 45. 10. 2 0 0 0.00 198.76 1294.13 CCHV= 0.3GO CEHV= 0.500 *SECNO 25422.030 32o5 DIVIDED FLOW 3370 NURAAL 3RIDGE.NRD= 4 MIN E L TRD= 445.00 MAX ELLC= 491.75 21422.00 21.25 499.25 0.00 0.00 489.71 0.47 0.00 0.02 495.00 135UU. 0. 15500. 0. 0. 2829. 0. 419, 56. 495.00 U.Lo 0.30 5.43 0.00 0.080 0.028 0.080 0.000 468.00 1100.39 0.000496 1. 1. 1. 1 0 0 0.00 193.72 1299.11 *SECNO 25542.000 3265 DIVIDED FLOG 3370 NOkMAL dRIDGErNRO= 4 MIN ELTRU= 495.OU MAx ELLC= 491.75 25542.OU 20.60 439.30 0.00 0.00 489.79 0.49 0.06 0.01 495.00 155UG. 0. 15500. 0. 0. 2752. 0. 427. S6. 495.00 U.27 0.00 5.93 0.00 0.0H0 0.028 0.080 0.000 468.70 1100.24 O.000539 120. 120. 120. 2 0 0 O.UO 193.97 1299.21 PAGE 20 7 FEd 9G 12 :02 :47 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV 0 GLOB 0CH ORO8 ALC3 ACM AR08 VOL TWA LEFT /RIGHT TIME VLOB VCH VR09 XNL XNCH XNR WTN ELMIN SSTA SLOPE XL06L XLCH KLOBR ITRIAL IOC ICONT CORAR TOPAID ENOST *SECNO 25543.000 25543.00 ZU.o4 439.34 0.00 0.00 489.80 0.45 0.00 0.01 -095.00 15500. 0. 15500. 0. 0. 2864. 0. 427. 50. 495.00 0.27 0.00 5.41 0.00 0.090 0.028 0.080 0.000 468.73 1103.13 U.000314 1. 1. 1. 2 0 0 0.00 199.20 1Z99.33 *SECNO 15568.000 25566.00 20.27 439.17 0.00 0.00 490.00 0.84 0.01 0.19 485.00 15500. 13. 15415. 67. 17. 2094. 64. 42d. 56. 435.00 0.17 1.04 7.36 1.05 0.080 0.045 0.080 0.000 468.90 1011.66 0.001378 5. 25. 75. 2 0 0 0.00 179.60 1191.26 CCHV= O.1C0 CEHV= 0.300 *SECNO 25618.000 25616.UO 19.67 48 0 .17 0.00 0.00 490.11 0.93 0.07 0.03 485.00 15500. 19. 15372. 108. 17. 1975. 100. 431. 56. 4d5.00 U.27 1.12 7.7o 1.1)8 0.050 0.045 0.080 0.000 469.50 1313.65 0.001572 20. 50. 50. 2 0 0 0.00 196.69 1210.34 *SECNO 25668.030 25668.01 20.28 439.35 0.00 0.00 490.20 0.82 0.08 0.01 485.00 15500. 51. 15307. 142. 33. 2097. 129. 433. 57. 435.00 U.26 1.56 7.33 1.10 0.05.) 0.045 0.080 0.000 469.10 1022.99 0.001543 55. 50. 50. 2 0 0 0.00 234.30 1257.29 PAGE 21 7 FE3 90 12:02:47 PAGE 22 * * * * * *tf RrR* R* f* fr* 4Rf * * *rf ►t #RR4f.r ♦fRRk44 * * ** * ** MECZ RELEASE DATED NOV 7c UPOATEJ MARC 1782 ERROR CORR - 01.02.03.04505 M001FICATION - 50.51.52.53.54.55 *#** 4**#*# f* R*** k* f * *i ► *4 #tt ♦ *Rrtrff * * ► * # *f *ttk *R* THIS RUN EXECUTED 7 FEB 90 12:03:08 NoTL- ASTERISK ( *i AT .E7T OF CROSS- SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST GRAPEVINE CREEK FILE SUMMARY PRINTCUT TABLE 150 SECNO XLCM ELTRD ELLC =LMIN 0 CWSEL CRIWS EG 10K *S VCM AREA .01K 1do00.000 0.00 0.00 0.00 447.40 5220.00 462.78 0.00 463.09 20.93 4.69 1373.31 1141.04 16600.030 0.00 0.00 0.10 447.40 16000.00 468.45 0.00 468.75 11.59 5.26 4405.67 4649.47 1d615.000 15.00 O.uO 0.00 447.40 5220.00 462.82 0.00 463.12 20.51 4.66 1380.48 1152.69 16615.000 15.00 0.00 0.00 447.40 16000.00 468.47 0.00 468.77 11.52 5.25 4416.35 4714.80 18050.000 35.00 0.00 0.00 447.50 5220.00 462.50 0.00 463.65 48.26 3.61 611.50 751.45 18650.000 35.00 0. CA 0 J 447.50 16000.00 468.42 0.00 468.92 21.22 7.75 4011.96 3473.53 0.100 510.00 0.00 0.00 449.00 5210.00 464.65 0.00 465.09 17.20 5.40 1264.03 1216.16 0.100 510.00 0.00 O.JO 449.00 16500.00 469.23 0.00 469.68 21.90 7.58 3380.08 3520.13 0.200 390.00 O.Ou 0.00 450.20 5210.00 465.28 463.27 466.63 27.17 9.52 696.69 558.02 0.200 390.r)0 0.+JU 0.00 450.20 16500.00 470.15 0.00 470.96 43.92 9.59 3483.05 2469.65 0.300 450.00 0.u0 0.00 051.00 5210.00 467.95 0.00 4od.33 2u.59 5.90 1724.97 114n.20 0.3GG 450.00 0.00 0.00 451.00 16500.00 471.77 0.00 472.38 30.28 8.41 3365.27 2996.4: 20540.000 540.00 0.00 0.00 1 .52.60 5210.00 468.75 0.00 469.01 9.43 4.34 1833.02 169o.79 20540.000 540.00 O.JO 0.00 452.60 16500.00 472.d5 3.JO 473.49 14.45 7.71 3680.d5 3741.35 0.500 435.00 0.00 0.00 454.00 5130.00 469.20 0.00 469.33 6.10 3.23 2252.32 2076.7o 0.530 435.00 0.00 0.00 454.00 16100.00 473.74 0.00 474.11 12.01 5. °0 4209.28 4645.09 0.000 390.00 0.00 0.00 455.00 5130.00 469.17 0.00 470.05 41.36 7.54 680.77 797.54 0.600 390.00 O.0G 0.00 455.00 16100.00 473.55 0.00 475.49 06.27' 12.30 2127.92 1977.74 21090.000 325.00 O.JU 0.00 455.90 5130.00 470.47 0.00 471.62 51.06 5.60 606.27 717.9[ 21690.000 325.00 0.00 0.00 455.90 16100.00 475.49 0.00 477.58 67.48 13.22 2123.26 1959.93 1.000 530.00 0.00 0.00 057.30 5130.00 472.65 0.00 473.40 23.07 7.01 804.96 10o8.09 1.000 530.00 0.00 0.00 457.30 16000.00 478.46 J.00 479.97 31.55 11.06 217J.59 2b4b.36 7 FES 90 12:02:47 PAGE 23 SECNO XLCM ELTRO ELLC ELMIN 0 CWSEL CRIWS EG IOK *S YCH AREA .UlK 22600.000 380.00 0.00 0.00 453.60 5130.00 473.39 469.49 474.94 55.67 10.10 583.?4 637.5 22600.000 380.00 0.00 O.JO 453.60 16000.00 479.75 0.00 481.48 47.66 12.72 2110.66 2317.75 1.500 285.00 0.00 0. 10 459.00 5130.00 475.26 0.00 475.93 20.12 6.63 868.41 1143.65 1.500 285.00 0.00 0.00 459.00 16000.00 481.01 0.00 482.57 31.66 11.06 2086.40 2843.69 2.000 285.00 0.00 0.00 459.60 5130.00 475.79 0.00 476.57 23.03 7.18 781.03 10o8.89 2.000 285.00 0.00 0.00 459.60 16000.00 481.73 0.00 463.61 35.91 12.03 1890.37 2610.UU 23900.000 730.00 O.UU 0.00 463.00 5130.00 477.84 0.00 479.24 21.67 5.06 1014.41 1102.0 239JU.000 730.00 0.00 0.00 463.00 16000.00 484.66 0.00 485.23 13.37 6.44 3176.19 .376.57 3.000 465.00 O.OJ 0.00 464.30 5130.00 473.66 0.00 479.01 13.01 4.92 1150.93 1422.33 3.000 405.00 U.L'0 0.00 464.30 16000.00 485.15 O.UO 485.90 14.35 7.43 2801.70 4224.30 4.000 560.00 0.00 0.00 465.70 5130.00 479.59 0.00 480.13 3J.37 5.94 364.25 930.61 4.000 5oO.00 0.00 0.00 465.70 16000.00 485.94 0.00 467.22 34.28 9.28 1933.66 2731.71 5.000 145.00 0.00 0.00 465.90 5030.00 480.06 0.00 480.47 16.74 5.09 987.78 1229.50 5.000 145.00 0.U0 0.00 465.90 15500.00 486.81 0.00 487.63 16.39 7.7o 2625.58 3o14.41 24930.000 220.00 0.00 0.00 466.40 5030.00 480.47 0.00 480.81 14.45 5.13 1296.25 1323.34 24930.000 220.00 0.00 0.00 466.40 15500.00 487.37 0.00 487.99 15.44 7.48 3011.49 3945.27 6.000 90.00 0.00 7.00 466.80 5030.00 480.44 0.00 481.04 21.60 6.26 855.55 1092.37 6.000 90.00 0.00 0.00 466.30 15500.00 487.19 0.00 484.29 23.95 9.31 2377.76 3107.30 25065.000 80.00 0.00 0.00 467.10 5030.00 480.12 0.00 481.63 96.31 9.96 511.65 506.01 25065.000 80.00 0.00 0.00 467.10 15500.00 486.86 0.00 489.50 52.20 11.95 1681.60 2145.42 25135.000 50.00 O.Uu 0.10 467.00 5030.00 480.97 0.00 482.04 50.86 8.32 610.48 607.05 25135.000 5J.JO O.wo 0.00 467.00 15500.00 487.35 0.00 489.06 43.74 11.26 1784.d9 2343.77 251d5.000 50.00 O.CC 0.00 467.60 5030.00 481.52 0.00 482.24 22.55 7.02 835.61 1059.24 25165.000 50.00 0.60 0.00 467.60 15500.00 487.71 0.00 489.26 29.95 11.08 1921.23 2832.22 25235.000 5O. ^0 0.00 0.00 467.90 5030.00 481.93 0.00 482.35 11.26 5.21 999.18 1479.31 25235.JJO 50.00 O.UC 0.30 467.90 15500.00 488.31 0.00 489.41 13.01 3.94 2169.33 3452.o0 25280.000 45.00 0.00 0.00 467.40 5030.00 482.14 0.00 482.41 6.61 4.11 1234.70 1956.72 252d0.000 45.00 0.00 0.00 467.40 15500.00 483.65 0.00 489.50 12.47 7.61 2186.79 43d9.4U 25325.000 45.00 O.00 0.00 467.30 5030.00 482.23 0.00 482.44 6.06 3.66 1373.84 2043.69 25325.000 45.00 O.JU 0.00 467.30 15500.00 488.92 0.00 489.58 13.75 6.52 2446.05 4727.51 25375.000 50.00 0.00 0.00 467.90 5030.00 482.27 0.00 482.47 5.84 3.59 1402.60 2062.11 25375.000 50.00 0.00 0.00 467.90 15500.00 489.01 0.00 489.63 11.51 6.35 2440.o7 45o8.22 25421.000 46.00 0.00 0.00 469.00 5030.00 482.36 0.00 482.50 4.03 3.01 1672.01 2506.23 25421.000 46.00 0.00 3.00 468.00 15500.00 489.26 0.00 489.70 7.46 5.28 2934.56 5666.29 7 FE3 90 12:02:47 PAGE 24 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10K*S VCH AREA .01K ,25422.000 1.00 495.00 491.75 468.00 5030.00 482.35 0.00 482.50 2.51 3.14 1602.57 3174.08 i542i.000 1.00 495.00 491.75 468.00 15500.00 489.25 0.00 489.71 4.98 5.48 2329.07 6943.30 25542.000 120.00 495.00 491.75 468.70 5030.00 482.38 0.00 482.55 2.91 3.30 1523.08 2949.91 25542.000 120.00 495.QU 491.75 463.70 15500.00 489.30 0.00 489.79 5.39 5.63 2752.36 6676.69 25543.000 1.00 0.00 0.00 459.70 5030.00 482.39 0.00 482.S5 1.33 3.16 1590.99 3720.64 25543.000 1.00 0.00 0.00 :68.70 15500.00 489.34 J.00 489.30 3.14 5.41 2863.7 3746.21 25506.000 25.00 0.00 U.00 469.90 5030.00 482.34 0.00 482.o2 6.08 4.34 1186.52 1707.64 255ob.GUO 25.00 U.UO 0.00 468.90 15500.00 489.17 0.00 490.00 13.78 7.36 2175.06 4175.44 25616.000 50.00 0.00 0.00 469.50 5030.00 482.36 0.00 482.68 10.Oo 4.53 1111.06 153o.25 25018.000 50.00 O.UO 0.00 469.50 15500.00 489.17 0.00 490.11 15.72 7.78 2092.54 3909.69 23008.000 50.00 0.00 0.00 469.10 5030.00 482.40 0.00 462.74 11.o6 4.57 1077.60 1472.84 256od.000 50.00 U. JO 0.00 469.10 15500.00 489.38 0.00 490.20 15.48, 7.30 2258.87 3940.01 I FEo 90 12:02:47 GRAPEVINE CREEK FILE SUMMARY PRINTOUT TABLE 150 PAGE 25 SECNO O CWSEL O:FWSP DIFMSX OIFKMS TOPMIO XLCM 18600.03G 5220.00 4o2.76 0.00 0.00 0.00 413.68 0.00 18600.000 10700.00 469.45 5.57 0.00 0.00 614.26 0.00 1d615.00G 5220.00 4o2. 0.00 0.04 0.00 420.51 15.00 18615.000 16000.00 403.47 5.05 0.02 0.00 614.68 15.00 13050.000 5220.00 4c2.50 0.00 -0.32 0.00 116.23 35.00 18650.000 16000.00 408.4 5.92 -0.05 0.00 776.10 35.00 0.100 5210.00 464.o: 0.00 2.15 0.00 521.51 510.00 0.100 16500.00 469.2; 4.58 0.81 0.00 616.52 510.00 0.200 5210.00 465.24 0.00 0.63 0.00 338.77 390.00 0.200 16500.00 470.15 4.87 0.92 0.00 677.29 390.00 0.300 521J.00 467.95 0.00 2.67 0.00 505.94 450.00 0.300 16500.00 471.77 3.82 1.62 0.00 592.08 450.00 20540.000 5210.00 46d.75 0.00 0.80 0.00 416.88 540.00 20540.000 16500.00 472.35 ».09 1.08 0.00 488.25 540.00 0.500 5130.00 469.26 0.00 0.44 0.00 359.73 435.00 0.500 16100.00 473.74 4.54 0.69 0.00 487.04 435.00 0.600 5130.00 469.17 0.00 -0.03 0.00 81.25 390.00 0.600 16100.30 ✓ 473.55 4.39 -0.19 0.00 464.91 390.00 21640.000 5130.10 470.47 0.00 1.30 0.00 107.33 325.00 21690.000 16100.00 475.44 5.02 1.94 0.00 434.57 325.00 1.000 5130.00 472.o5 0.00 2.18 0.00 161.73 530.00 1.000 16000.00 478.46 5..0 2.97 0.00 250.07 530.00 22600.000 5130.00 473.3y 0.00 0.73 0.00 180.81 380.00 22600.G00 16000.00 479.75 0.36 1.29 0.00 277.34 380.00 1.500 5130.00 475.20 0.00 1.87 0.00 157.75 285.00 1.500 1600J.00 481.01 5.75 1.26 0.00 258.09 285.00 2.00G 5130.00 475.79 0.00 0.53 0.00 124.71 285.00 2.000 16000.00 481.73 5.05 0.73 0.00 213.89 285.00 2390G.GJO 5130.00 477.94 0.00 2.05 0.00 164.60 730.00 23900.000 16000.00 4e4.te 9.51 2.92 0.00 375.62 730.00 3.OGG 513J.00 473.oc 0.70 0.82 0.00 184.26 465.00 3.000 16000.00 485.15 5.50 0.50 0.00 307.16 465.00 7 Feb 90 12:02:47 SECNO Q CWSEL DIFdSP DIFKWX DIFKWS TOPWID XLCH 4.ODU 5130.00 479.59 0.00 0.93 0.00 121.35 563.00 4.OUG 16300.00 485.44 6.35 0.79 0.00 237.47 560.00 5.000 5030.00 060.06 0.00 0.48 0.00 113.54 145.00 5.000 15500.00 486.61 5.74 0.87 0.00 305.87 14S.00 24930.000 5030.00 480.47 0.00 0.40 0.00 197.00 220.00 2493u.000 1550J.00 487.37 5.91 0.5o 0.00 286.86 220.00 0.000 5030.00 480.44 0.00 -0.03 0.00 126.14 90.00 0.000 15500.00 487.19 6.75 -0.18 0.00 265.96 90.00 25055.000 5030.00 490.12 0.00 -0.32 0.00 92.25 80.00 25085.000 15500.00 486.b6 6.74 -0.33 0.00 235.21 83.00 2135.000 5030.00 480.97 0.00 0.85 0.00 95.54 50.00 25155.000 15500.00 487.35 6.38 0.49 0.00 226.78 50.00 25165.000 5030.00 481.52 0.00 0.55 0.00 137.68 50.00 25165.000 15500.00 »87.71 6.19 0.36 0.00 198.86 50.00 25235.000 5030.00 481.93 0.00 0.41 0.00 138.85 50.00 2i2L5.000 15500.00 488.31 5.38 0.60 0.00 211.58 50.00 25230.000 5030.00 48 ?.14 0.00 0.21 0.00 123.93 45.00 e52aO.000 15503.00 483.1-5 5.51 0.34 0.00 197.39 45.00 253e5.000 5030.00 4d2.Z3 0.00 0.09 0.00 136.04 45.JO 25345.000 1550J.00 483.92 6.69 0.27 0.00 184.41 45.00 25375.000 5030.00 452.27 0.00 0.04 0.00 140.05 50.00 25315.OJu 15500.00 489.01 0.74 0.09 0.00 170.75 50.00 25421.000 5030.00 452.3o 0.00 0.09 0.00 166.96 40.00 25421.000 15500.00 489.26 6.90 0.25 0.00 198.76 46.00 25422.000 5030.00 482.35 0.00 -0.01 0.00 161.97 1.00 254e2.000 15500.00 489.25 6.39 -0.02 0.00 193.72 1.00 25542.000 5030.00 482.36 0.00 0.02 0.00 161.58 120.00 25542.000 15500.00 489.30 6.92 0.05 0.00 193.97 120.00 25543.000 5030.00 482.39 0.00 0.02 0.00 166.59 1.00 25543.000 15500.00 489.34 5.95 0.05 0.00 199.20 1.00 255o8.000 5030.00 482.34 0.00 -0.05 0.00 124.37 25.00 25568.000 15500.00 489.17 6.93 -0.18 0.00 179.60 25.00 25618.000 5030.00 482.36 0.00 0.02 0.00 117.57 50.00 25016.000 15500.00 489.17 0.31 0.01 0.00 196.69 50.00 PAGE 20 7 FEB 90 12:02:47 SECNO Q CWSEL DIFoSP DIFWSX DIFKWS TDPWID XLCM 25668.000 5030.00 482.40 0.00 0.04 0.00 122.18 50.00 25oob.000 15500.00 4b9.36 6.98 0.21 0.00 234.30 50.00 PAGE 27 7 FEd 90 12:02:47 PAGE 23 SUMMARY OF ERRORS AND SPECIAL NOTES I FEB 40 12:03:12 HEC2 RELEASE DATED NOV 76 UPDATED MARC 1982 ERROR CORR - O1r02r03iO4i05 MODIFICATION - 50.51.52.53.54.55 PAGE 1 THIS RUN EKECUTED 7 FES 90 12:03:12 ****** w! r!! w!*♦ 4r* wwwl wwwrw }w }www * * *f *f **** }* }rw # * * *** w WATER SURFACE PROFILES w VERSION OF NOVEMBER 107 ! UPDATED MARCH 1982 PLOTFILE VERSION * * * RUN DATE 7 FES 90 TIME 12:13:188 x x xxxxxxx xxxxx x x x x x x x x x xxxxxxx xxxx x x x x x x x x x x x x xxxxxxx xxxxx # ww# w#*} tt *Rtw # #tr # # *w # # # # # # }!wlww *w # *# * U.S. ARMY CORPS OF ENGINEERS * THE MYOROLOGIC ENGINEERING CENTER * 009 SECOND STR°_ETP SUITE D * DAVIS. CALIFORNIA 95616 * (916) 440-2105 (FTS) 448-2105 xxxxx xxxxx x x x xxxxx x x xxxxxxx EFFECTIVE FEMA WITH XSECTN NO. 1.5 7 FE-3 90 12:13:1? * xw# w## xw4x* xxw* wrww4 *4R4 #xxr # *x.R.w4wRw #4 #4r *ww #w PAGE 1 THIS RUN EXECUTED 7 FEB 90 12:13:19 HEC2 RELEASE DATED NOV 76 UPDATED MARC 1482 ERROR CORR - 01.02.03.04.05 MODIFICATION - 50.51.52.53.54P55 # xx** xf* xw4k## 4wkR4 #4w ♦ *444xw #wxR4x * * * # # # #R * # ## * #* C T1 GRAPEVINE CREEKS COPPELL&IRVING.OALLAS COUNTY.TX T2 EXTENDED FIS FLOODWAY DETERMINATION NATURAL CMANNELiNOMGR5 T3 GRAPEVINE CREEK 100 YEAR FREQUENCY J1 ICHECK lNQ NINV IOIR STRT METRIC HVINS 0 NSEL FQ 0. 4. 0. 0. 0.000000 0.00 0.0 0. 466.060 0.000 J2 NPROF (PLOT PRFVS XSECV XSECH FN ALLOC IBM CHNIM ITRACE 1.000 0.000 -1.000 0.000 0.000 0.000 0.000 0.000 0.000 O.JUu J3 VARIABLE CODES FOR SUMMARY PRINTOUT 110.000 200.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 JS LPRNT NJMSEC ********REQUESTED SECTION NUMBERS * * * * * * ** - 10.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 NC 0.070 0.070 0.050 0.303 0.500 0.000 0.000 0.000 0.000 0.000 QT 0.000 7500.000 10500.000 11 °.00.000 15100.000 16000.000 11300.000 0.000 0.000 0.000 ET 0.000 0.000 0.000 0.000 0.000 0.000 6.100 1300.000 1550.000 0.000 X1 1ls000.000 19.000 1350.0Ou 1500.000 34.000 34.000 34.000 0.000 0.000 0.000 GR 410.300 1000.000 470.500 1050.000 464.500 1100.000 462.000 1150.000 462.000 1200.000 GR 461.400 1250.000 4tO.500 1300.003 459.700 1350.000 • 458.300 1390.000 447.700 1406.000 GR 447.400 148.000 457.oO& 1444.007 461.000 1500.000 462.700 1550.000 464.000 1600.000 GR 466.500 1650.000 469.300 1695.009 473.400 1741.000 473.500 1750.000 0.000 0.000 ET 0.000 0.000 U.000 0.000 0.000 0.000 3.100 1295.000 1555.000 0.000 X1 18015.000 19.000 1350.000 1500.003 15.000 15.000 15.000 0.000 0.000 0.000 GR 476.300 1000.010 470.500 1050.000 464.500 1100.000 462.000 1150.000 462.000 1200.000 GR 461.400 1250.000 460.5UO 1300.000 459.700 1350.000 453.300 1390.000 447.700 1406.000 GR 447.400 1428.000 457.n0U 1444.000 461.000 1500.000 462.700 1550.000 464.000 1600.000 GR 46o.503 1650.000 40`+.360 1695.000 473.400 1741.000 473.500 1750.000 0.000 0.000 ET 0.000 0.000 0.000 0.000 0.000 0.000 3.100 1696.500 1976.500 0.000 x1 18050.000 32.000 1505.000 1363.000 35.000 35.000 35.000 0.000 0.700 0.000• GR 482.600 1100.01)0 475.300 1200.000 469.200 1300.000 465.200 1372.000 463.300 1376.000 GR 467.300 1394.000 466.500 1400.000 466.500 1416.000 463.400 1434.000 463.600 1500.000 GR 462.300 1600.000 401.too 1700.00) 462.400 1805.000 447.500 1830.000 446.800 1341.000 GR 446.100 1853.OJU 462.J00 1308.003 462.300 1900.000 463.100 2000.000 467.300 2100.000 GR 472.300 2133.000 473.203 2134.003 472.700 2140.000' 470.700 2157.000 475.600 2185.000 GR 476.400 2200.000 477.000 2250.000 478.200 2263.000 473.600 2284.000 477.700 1 -300.000 GR 47o.200 2321.000 %7 , 3.3GO 2349.003 0.000 0.000 0.000 0.000 0.000 0.000 7 FEd 9u 12:13:18 1T NC £T x1 GR GR GR GR ET xi GR GR GR GR ET x1 GR GR GR GR ET x1 GR GR GR GR UT ET X1 GR GR GR GR £T x1 GR GR GR ET x1 GR GR GR GR PAGE 2 6.000 7500.000 10500.000 11900.000 15100.000 16500.000 11800.000 0.000 0.000 0.000 0.090 0.090 0.050 0.103 0.300 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00) 0.000 0.000 8.100 335.000 625.000 O.000 0.100 20.000 465.000 560.000 330.000 275.000 513.000 0.000 0.000 0.000 478.000 0.000 476.000 10.000 474.000 25.000 472.000 35.000 470.000 65.000 468.000 80.000 466.000 100.000 464.000 120.000 464.000 465.000 460.000 480.000 45U.000 500.000 449.000 510.007 449.000 520.000 450.000 530.000 460.000 550.000 462.000 560.000 464.000 525.00) 466.000 655.000 470.000 695.000 471.000 715.000 0.000 0.000 0.000 0.00) 0.000 0.000 3.100 172.500 522.500 0.000 0.200 20.000 31U.0u0 385.003 290.000 265.000 390.000 0.000 0.000 0.000 476.000 0.000 476.000 35.00) 474.000 50.000 472.000 80.000 470.000 105.000 468.000 145.000 466.000 240.007 464.000 310.000 460.000 320.000 450.200 330.000 450.200 340.000 460.000 355.007 462.000 365.000 464.000 385.000 466.000 725.000 408.J00 760.000 470.000 780.000 472.000 785.000 474.000 302.000 475.000 810.000 0.000 0.000 0.000 0.000 0.000 0.000 8.100 153.500 523.500 0.000 0.300 16.000 315.000 372.000 410.000 280.000 450.000 0.000 0.000 0.000 476.000 0.000 474.000 10.00) 472.000 35.000 470.000 50.000 463.000 100.000 465.000 1 °5.000 464.000 315.000 460.000 330.000 451.000 340.000 451.000 350.000 460.000 302.0 0 464.000 372.000 464.000 475.000 463.000 610.000 470.50) 622.000 47o.000 645.000 O.00J 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.007 0.000 0.000 3.100 1225.000 1595.300 0.000 20540.000 19.000 1497.000 1590.000 370.000 350.000 540.000 0.000 0.000 0.000 480.000 1020.000 479.000 1052.000 476.000 1074.000 474.000 1100.000 472.000 1134.000 470.000 1160.000 463.000 1192.00) 466.000 1230.000 466.000 1385.JOO 46o.000 1497.000 400.000 1515.000 45i.-,UO 1529.000 452.600 1552.000 46J.000 1575.000 466.000 1590.000 470.000 16o0.OJ0 478.000 1622.007 480.000 1628.000 480.500 1o53.000 0.000 0.000 6.000 7500.000 1050J.000 11800.007 15100.000 16100.000 11800.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 8.100 225.000 575.000 0.000 0.500 19.000 450.OG3 582.00J 315.000 415.000 435.000 0.000 0.000 0.000 464.000 0.000 462.000 25.000 480.000 55.000 473.000 80.000 476.000 102.000 474.000 12F.OJ0 472.000 145.000 470.000 196.000 463.000 250.000 460.000 450.000 454.UG0 475.000 454.000 490.007 460.000 524.000 470.000 582.000 472.000 600.000 474.003 620.000 480.00) 650.00) 482.000 665.000 484.000 680.000 0.000 0.000 O.00J 0.0)0 0.000 0.00) 0.000 0.000 3.100 205.000 455.000 0.000 J.00 0 12.0 J0 370.00u 455.00) 360.000 360.000 390.000 0.000 0.00) 0.000 483.000 0.000 474.UOJ 00.00) 472.000 105.000 470.000 140.000 470.000 370.000 400.000 395.000 455.000 4 05.000 455.000 415.000 460.000 435.000 470.000 455.000 474.000 545.0JO 480.001 555.000 0.000 0.000 0.000 0.000 0.000 0.000 J.000 C.000 Q.700 0.000 0.000 0.000 3.100 1122.500 1322.50) 0.000 2109J.000 19.000 1195.0LO 1255.007 180.000 300.000 323.000 O.UOo 0.001 0.000 462.000 1000.000 48J.000 1020.00) 478.000 1055.000 476.000 1080.001 474.000 1105.000 472.000 1150.000 470.00) 1190.000 460.000 1200.000 456.000 1205.000 455.900 1210.000 456.000 1220.000 460.00J 1230.000 470.000 1255.000 472.000 1395.000 474.000 1495.000 475.000 1530.0)0 478.000 1555.000 480.000 1580.000 482.000 1610.000 0.000 0.000 7 FEd 90 12:13:18 oaGvE 3 NC 0.080 0.080 0.045 0.00) 0.000 0.000 0.000 0.000 0.300 0.000 OT 0.000 7500.000 10500.000 11800.000 15100.000 16000.000 11800.000 0.004) 0.000 0.000 ET O.GOU 0.000 O.JuJ 0.000 0.000 0.000 8.100 32.000 212.000 0.000 X1 1.000 19.000 7o.OGO 145.000 510.000 500.000 530.000 0.000 0.000 0.000 GR 480.000 0.000 476.000 9.000 476.000 12.000 474.000 22.000 472.000 65.000 GR 470.000 76.000 460.000 83.000 458.000 90.000 457.300 93.000 458.000 96.000 GR 460.000 112.000 470.000 146.000 472.000 178.000 474..000 284.000 476.000 322.000 GR 473.00J 350.0)0 480.000 385.000 482.000 400.000 484.000 445.000 0.000 0.000 3T 0.000 7500.030 10500.000 11800.000 15100.000 16000.000 11800.000 0.000 0.000 O.00J ET J.JOU 0.000 0.000 0.000 0.000 0.000 8.100 1260.000 1460.003 0.0011) x1 22600.000 16.000 1397.000 1447.000 370.000 350.000 380.000 0.000 0.000 0.000 GR 467.700 1000.000 485.ZG0 1100.000 478.600 1200.000 474.300 1233.000 472.400 1300.000 GR 473.000 1397.000 45.600 1412.000 459.000 1425.000 461.500 1435.000 474.700 1447.000 GR 475.o00 1500.000 479.300 1500.00) 485.100 1700.000 490.200 1800.000 497.300 1900.000 GR 5U2.2OU 2000.000 0.000 0.000 0.000 O.00J 0.000 0.00J 0.000 0.000 ET J.000 0.000 0.000 0.000 0.000 0.000 8.100 53.000 249.000 0.000 Al 1.501 22.000 94.000 164.000 255.000 270.000 285.000 0.000 0.000 0.000 GR 482.0OJ 0.000 481.000 6.000 480.000 23.000 479.000 36.000 478.000 44.000 GR 477.00J 53.000 470.000 65.000 475.000 72.000 474.JOU 79.000 473.400 94.000 GR 470.000 96.500 460.00J 104.00) 459.000 106.000 459.000 126.000 460.000 128.000 GR 47U.000 149.000 472.000 164.00) 474.000 192.000 476.000 249.000 482.000 267.000 GR 482.000 394.000 484.000 454.000 0.000 0.000 0.000 0.000 0.000 0.000 ET 0.000 0.090 0.000 0.00) 0.000 0.000 1.100 66.000 245.000 0.000 x1 2.000 21.000 106.000 173.000 255.000 270.000 285.00J 0.000 0.000 0.00J GR 487.JGJ 0.000 486.GO') 19.00) 484.000 33.000 482.000 50.0OJ 480.000 65.000 GR 478.000 78.000 476.000 95.00J 474.000 108.000 472.000 113.000 470.00] 118.000 GR 4o 135.030 459.o00 147.000 460.000 155.000 470.000 167.000 472.003 173.000 GR 474.000 188.000 476.000 225.003 478.000 295.000 480.000 336.000 490.003 523.000 GR 500.000 790.090 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 ET J.000 0.000 0.000 0.003 0.000 0.000 3.100 1041.000 1391.000 0.000 x1 23900.000 12.000 1215.000 1385.009 750.000 590.000 730.000 0.000 0.000 0.000 GR 488.000 1000.000 482.000 102:.00) 480.000 1075.000 473.000 1215.000 470.000 1325.000 GR 463.000 1345.000 463.000 1355.00) 470.000 1370.000 480.000 1385.000 486.000 1395.000 GR 488.000 1405.000 490.000 1440.000 0.000 0.000 0.000 0.000 0.000 0.000 ET 0.000 0.000 0.00) 3.003 0.000 0.003 3.100 79.000 299.000 0.000 x1 3.000 19.000 140.000 271.000 310.000 450.000 465.000 0.000 0.000 0.000 GR 463.000 0.000 486.00J 4.000 486.000 14.000 484.000 42.000 482.000 62.000 GR 480.000 120.000 475.000 146.009 470.000 172.000 464.300 181.000 464.300 196.000 GR 470.000 215.000 475.009 271.003 480.000 326.000 482.000 347.000 484.000 370.000 bR 486.UJ0 3 486.9GG 419.00J 490.000 462.000 492.000 490.000 0.000 0.000 NC 0.080 0.030 0.050 0.000 0.000 0.000 0.000 0.000 0.000 0.000 i-T J.00J 0.000 0.000 0.000 0.000 0.000 1.100 114.000 314.000 0.000 X1 4.003 19.000 190.000 315.000 350.000 540.000 560.000 0.000 0.000 0.001) GR 491.00J 0.0130 490.000 32.00) 488.000 - 48.000 - 486.000 75.000 484.000 125.000 GR 4b2.000 158.000 480.000 190.000 470.000 218.000 465.700 228.000 465.700 240.000 GR 470.000 255.000 4bO.OLJ 315.00J 482.000 325.000 484.000 450.000 480.J00 525.000 GR 488.000 550.000 490.00-1 586.000 492.000 635.000 494.000 665.000 0.000 0.000 7 FEd 90 12:13:18 PAGE 4 uT 0.000 7500.000 10500.000 11900.000 15100.000 15500.000 11800•.000 0.000 0.000 0.000 ET 0.000 0.000 0.000 0.000 0.000 0.000 3.100 65.000 275.000 0.000 x1 5.000 18.000 98.000 203.003 130.000 160.000 145.000 0.000 0.001 0.000 GR 491.300 0.000 490.000 25.00J 483.000 40.000 485.000 52.000 484.00J 75.000 GR 482.000 92.000 480.000 98.000 470.000 113.000 463.000 133.000 465.900 148.000 GR 405.900 155.000 470.000 172.000 480.000 208.000 482.000 300.000 484.000 355.000 GR 486.000 410.000 488.000 475.000 490.000 535.000 0.000 0.000 0.000 0.000 ET 0.000 0.000 0.000 0.000 0.000 0.000 3.100 1170.000 1400.000 0.000 X1 24930.000 20.000 1312.000 1390.000 170.000 150.000 220.000 0.000 0.000 `.000 GR 494.000 1000.000 492.000 1025.000 490.00 1130.000 48'.000 1140.000 486.000 1150.000 GR 484.000 1160.000 482.000 1180.000 480.000 1200.000 472.000 1312.000 470.000 1340.000 GR 466.40G 1355.000 466.400 1365.000 470.000 1375.000 480.000 1390.000 484.000 1410.000 GR 486.000 1440.000 488.000 1490.000 490.000 1530.000 - 492.000 1580.000 494.000 1620.000 ET 0.000 0.000 0.000 0.001 0.000 0.000 8.100 100.000 280.000 0.000 x1 6.000 15.000 184.000 263.000 50.000 95.000 90.000 0.000 0.000 0.000 GR 491.000 0.000 490.000 35.000 484.000 65.000 482.000 90.000 480.000 170.000 GR 476.000 184.000 470.000 205.000 466.800 215.000 466.800 225.000 470.00.) 245.000 GR 476.000 253.000 480.000 275.000 486.000 325.000 489.000 375.000 490.000 430.000 NC 0.080 0.030 O.G45 0.001 0.000 0.000 0.000 0.000 0.000 0.000 ET 0.000 0.000 0.000 0.000 0.000 0.000 3.100 1537.000 1627.000 0.000 X1" 25085.000 16.000 1537.)00 1627.000 45.000 85.000 80.000 0.000 0.000 0.000 GR 490.000 1417.000 488.000 1425.000 486.000 1437.000 484.000 1445.000 483.000 1500.000 GR 483.700 1537.000 47_.000 1560.00) 467.300 1564.000 467.100 1572.000 467.200 1585.000 GR 47d.400 1593.000 462.5iG 1027.001 482.400 1641.000 485.000 1750.000 488.00J 1730.000 GR 490.0CU 1840.090 G.COJ 0.00) 0.000 0.000 0.000 0.000 0.000 0.00.) ET 0.000 0.000 O.Uol� 0.000 0.000 0.000 6.100 1534.000 1623.000 0.000 x1 25135.000 18.000 1534.O(:0 1623.00J 40.000 ' 60.000 50.000 0.000 0.000 O.00J GR 491.000 1325.000 490.000 1417.000 488.000 1427.000 486.000 1437.000 484.000 1445.000 GR 461.600 1500.000 4b1.400 1534.000 473.500 1556.000 467.100 1559.000 467.000 1570.000 GR 407.103 1534.0)0 478.50) 1593.00) 478.400 1606.000 484.200 lo23.000 485.100 1543.000 GR 466.000 1765.000 488.000 1305.000 490.000 1845.000 0.000 0.000 0.000 0.000 ET 0.000 0.000 0.000 0.000 0.000 0.000 3.100 1100.500 1205.500 0.000 x1 25185.000 22.000 1120.00) 1185.000 50.000• 40.000 50.000 0.000 0.000 0.000 GR 49 910.000 494.UOJ 1000.007 490.000 1010.000 483.000 1030.000 486.000 1338.000 GR 464.003 ',0:0.000 481.000 1070.000 480.000 1080.000 473.000 1120.000 467.70) 1135.300 GR 467.6UO 1140.000 469.000 1167.00) 470.000 '1168.000 475.000 1176.000 480.000 1186.000 GR 4b1.000 1190.000 4d2.000 1204.00J 483.000 1206.000 484.000 1203.000 485.000 1309.000 GR 4SO.G00 1324.000 494.000 1335.000 0.000 0.000 0.000 0.000 0.000 0.000 ET O.00J 0.000 0.000 0.000 0.000 0.000 3.100 1072.650 1172.650 0.000 x1 25235.000 21.000 1079.30U 1166.001 50.000 50.000 50.000 0.000 0.000 0.000 GR 494.000 920.000 492.000 1000.000 490.000 1010.000 489.000 1020.000 486.000 1030.000 GR 464.000 1040.0uu •e�.Oou 1060.000 480.500 1079.300 477.900 1062.300 467.900 1094.400 GR 461.900 11J6.3UO 469.000 1145.00) 475.000 1156.000 480.000 1166.000 481.000 1170.000 GR 462.000 11 ?4.0)0 483.000 1196.001 484.000 1188.000 485.000 1251.000 490.000 1265.000 GR 494.000 1275.010 0.000 0.00.3 0.000 0.000 0.000 0.000 0.007 3.000 7 Ft8 90 12:13:18 PAGE 5 ET 0.000 0.070 0.000 0.000 0.000 0.000 3.100 1044.650 1154.650 0.000 x1 25280.000 18.000 1046.30) 1153.000 55.000 25.000 45.000 0.000 0.000 0.000 GR 494.000 920.0)0 492.300 1000.000 490.000 1010.000 489.000 1035.000 485.003 1040.000 GR 484.000 1043.3')0 482.200 1046.30) 468.200 1061.700 467.400 1069.300 469.000 1130.000 GR 475.000 1141.000 480.000 1151.000 481.000 1153.000 482.000 1170.000 484.000 1174.000 GR 485.000 1214.000 490.000 1228.000 494.000 1239.000 0.000 0.000 0.000 0.000 ET 0.000 0.000 0.000 0.000 0.000 0•.000 8.100 1033.000 1163.000 0.000 x1 25325.000 21.OJO 102 .00) 1173.00) 50.000 30.000 45.000 0.000 0.000 0.000 GR 494.000 910.000 491.300 1000.007 487.000 1023.000 485.000 1027.000 480.000 1037.000 SR 475.000 1042.000 470.000 1050.000 467.800 1055.200 467.900 1070.000 467.300 1079.600 GR 468.500 1036.800 469.000 1129.000 470.000 1131.000 475.000 1140.000 480.000 1149.000 GR 481.000 1152.000 482.00u 116E.000 484.000 1173.000 485.000 1189.000 490.000 1201.000 GR 494.000 1212.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 ET 0.000 0.000 0.000 0.000 0.000 0.000 1.100 1026.000 1155.000 0.000 xl 25375.000 19.000 1000.0u0 1182.003 50.000 50.000 50.000 0.000 0.000 O.UOJ GR 494.000 830.000 491.303 1000.000 487.000 1017.000 485.000 1020.000 480.000 1030.000 GR 475.003 1038.000 470.000 1047.003 468.000 1050.000 463.400 1118.000 467.900 1121.700 GR 469.000 1125.000 47u.000 1127.007 475.000 1136.000 480.000 1146.000 461.000 1143.000 GR 482.200 1105.010 485.001 1171.00) 490.000 1182.000 494.000 1191.000 0.000 0.00J ET 0.000 0.000 0.000 0.003 0.000 0.000 3.100 1127.500 1277.500 0.000 xl 25421.000 11.000 1100.000 1305.000 84.000 10.000 45.000 0.000 0.000 0.000 GR 495.000 1000.000 495.000 1100.00) 489.430 1100.000 463.500 1147.000 468.000 1190.000 GR 468.500 1235.000 481.620 1263.000 482.000 1282.000-- 491.750 1305.000 495.000 1305.000 GR 495.303 1400.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 NC 0.000 0.000 0.021 0.303 0.500 i . 0.000 0.000 0.000 3.000 0.000 ET 0.000 0.000 O.GO0 0.000 0.000; 0.000 8.110 1127.500 1277.500 0.000 X1 25422.000 18.070 1100.0013 1305.007 1.000 ' 1.000 1.000 0.000 0.000 0.000 9T -4.000 1100.000 495.0L.4 v90.337 1170.000; 495.000 490.570 1235.000 495.000 490.470 6T 0.001 1305.000 495.(JU') 4Q1.750 0.000 0.000 0.000 0.000 0.000 0.000 GR 495.000 1000.000 495.00) 1100.003 489.430 1100.001 463.500 1147.000 468.300 1167.500 GR 490.570 1167.500 490.570 1170.003 468.200 1170.000 468.000 1190.000 463.500 1235.000 GR 490.470 1235.000 490.47J 1237.50) 469.750 1237.500 481.620 1263.000 482.000 1282.000 GR 491.750 1305.000 495.000 1305.000 495.000 1400.000 0.000 0.000 0.000 0.000 ET 0.000 0.000 0.00 0.000 0.000 0.000 3.110 1127.500 1277.500 0.000 X1 25542.000 18.000 11CJ.0C'J 1305.001 120.000 120.000 120.000 0.003 0.000 0.000 BT -4.000 1190.000 491.000 490.030 1170.000 495.000 490.320 1235.000 495.000 490.570 8T 0.000 1305.070 495.00] -.91.750 0.000 0.000 0.000 0.000 0.000 0.000 GR 495.000 1000.000 495.00J 1100.003 489.400 1100.000 469.200 1147.000 469.000 1167.500 GR 490.320 1167.5UO 490.3eO 1170.00) 468.900 1170.000 463.700• 1190.000 469.200 1235.000 GR 49J.570 1235.030 490.570 1237.500 470.450 1237.500 481.620 1263.000 482.000 1282.000 GR 491.75J 1305.000 495.0ou 1305.000 495.000 1400.000 0.000 0.000 0.000 0.000 ET 0.000 0.000 0.000 0.007 0.000 0.000 8.110 1127.500 1277.500 0.000 xl 25543.00J 11.000 1100.00J 1305.00) 1.000 1.000 1.000 0.000 0.000 0.000 GR 4'05.000 1000.000 495.000 1100.000 489.400 1100.000 ° - ` - 469.200 1147.000 468.700 1190.000 uR 469.20J 1235.UJG 481.;20 1263.009 482.000 1282.000 491.750 1305.000 495.000 1305.000 GR 495.JOO 140O.000 0.000 0.007 0.000 0.000 0.000 0.000 0.000 0.000 7 FEn 9C 12:13:18 PAGE 6 NC 0.000 0.000 0.045 0.000 0.000 0.000 0.000 0.000 0.000 0.000 ET 0.000 0.000 0.000 0.000 0.000 0.000 8.100 1002.500 1172.500 0.000 x1 25i6d.000 18.000 1020.000 1155.000 5.000 75.000 25.000 0.000 0.000 0.000 GR 49 >.000 1000.000 490.000 1010.000 485.000 . 1020.000 480.000 1030.000 475.000 1040.000 GR 470.000 1050.000 468.900 1070.000 469.000 1076.000 469.000 1083.000 470.000 1119.000 GR 47i.G00 1128.000 480.000 1135.007 481.000 1138.000 482.000 1149.000 485.000 1155.000 GR 486.000 1158.000 490.000 1200.000 492.000 1310.000 0.000 0.000 0.000 0.000 NC 0.000 0.000 0.000 0.100 0.300 0.000 0.000 0.000 0.000 0.001) ET J.600 0.000 0.000 0.000 0.000 0.000 3.100 1001.500 1171.500 0.000 x1 25618.000 16.000 1022.000 1151.001 20.000 50.000 50.000 0.000 0.000 0.000 GR 491.000 1000.000 490.000 1012.000 485.000 1022.000 480.000 1032.000 475.000 1042.000 GR 470.000 1052.000 469.500 1060.000 470.000 1117.000 475.000 1125.000 480.000 1134.000 GR 481.000 1136.000 482.00^ 1144.00) 485.000 1151.000 486.000 1154.000 490.000 1225.000 GR 492.UGO 1270.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 ET 0.000 0.000 0.000 0.000 0.000 0.000 8.100 1014.500 1204.500 0.000 x1 25668.000 27.000 1034.000 1185.000 55.000 50.000 50.000 .0.000 0.000 0.000 GR 491.000 1000.000 490.000 1022.000 485.000 1030.000 485.000 1034.000 484.000 1039.000 GR 483.000 1050.000 482.000 1060.00) 481.000 1066.000 480.000 1071.000 479.000 1075.000 GR 478.000 1078.070 477.000 1080.000 476.000 1082.000 475.000 1084.000 470.000 1094.00J t,R 469.100 1096.000 469.400 1104.00) 469.100 1114.000 470.000 1154.000 475.00,) 1162.000 GR 480.000 1170.000 481.000 1172.000 482.000 1177.000. 485.000 1185.000 486.000 1188.000 GR 490.000 1270.000 492.000 1295.000 0.000 0.000 0.000 0.000 0.000 0.000 EJ 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 i 7 FEB 90 12:13:18 PAGE 7 THIS RUN EXECUTED 7 FIB 90 12:13:28 * # x * fi * * * # w R # ► * w * w * # s ► * # ► * ► w w # t + t w * ► t R * ► * # ► f / # * } # * * HEC2 RELEASE DATED NOY 76 UPOATEC MARC 1 82 ERROR CORR - 01.02.03.04.05 MODIFICATION - 50.51,52.53.54.55 T1 GRAPEVINE CREEKS COPPELL:IRVING.DALLAS COUNTY.TX T2 FLOOOWAY DETERMINATION ENCROACHMENT T3 GRAPEVINE CREEK 100 YEAR FREQUENCY J1 ICHECK INQ NINV ICIR STRT METRIC MVINS Q NSEL FQ 0. 7. 0. 0. 0.000000 0.00 0.0 0. 467.080 0.000 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLOC I8M CHNIM ITRACE 15.000 0.000 -1.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 7 FEb 90 12:13:18 MEC2 RELEASE DATED NOV 7o UPDATED MARC 1982 ERROR CORR - 01o02.03rO4.05 MODIFICATION - 50i51o52p53.54p55 PAGE 8 THIS RUN EXECUTED 7 FEB 90 12:13:31 NOTE- ASTERISK ( *) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST GRAPEVINE CREEK 100 SUMMARY PRINTOUT TABLE 110 SECNO CWSEL DIFKWS EG TOPWID OLDS OCM OROB PERENC STENCL STCML STCMR STENCR 18600.000 466.06 0.00 466.42 554.20 2750.73 8296.26 ..- 753.01 0.00 0.00 1350.00 1500.00 0.00 18o00.000 467.08 1.02 467.59 250.00 1065.17 10058.98 675.94 250.00 1300.00 1350.00 1500.00 1550.00 18615.000 466.09 0.00 466.45 554.93 2759.84 8281.83- 0.00 0.00 1350.00 1500.00 0.00 16015.000 467.15 1.06 467.63 260.00 1198.82 9858.65 742.53 260.00 1295.00 1350.00 1500.00 1555.00 18650.000 465.91 0.00 465.91 631.52 2709.38 8123.25" 967.38 0.00 0.00 1805.00 1869.00 0.00 16650.000 460.85 1.34 469.10 280.00 1583.02 8929.23 1287.74 280.00 1696.50 1805.00 1866.00 197c.50 0.100 467.70 O.JU 463.29 589.21 2395.46 8629.36 775.18 0.00 0.00 465.00 560.00 O.UO 0.100 409.76 1.06 467.47 290.00 1265.44 9685.44 849.12 290.00 335.00 465.00 560.00 625.OJ 0.200 468.57 0.00 469.50 632.28 943. 7370.40 3486.59 0.00 0.00 310.00 385.00 0.00 0.200 469.01 1.33 470.60 350.00 1425.34 8040.04 2334.62 350.00 172.50 310.00 385.00 522.50 0.300 470.47 O.UU 470.99 577.33 2575.71 5788.23 3436.06 0.00 0.00 315.00 372.00 O.UO 0.300 471.41 0.94 471.92 370.00 2572.86 5991.91 3235.23 370.00 158.50 315.00 372.00 528.50 20540.000 471.47 0.00 471.96 463.15 3403:29 8345.16 51.55 0.00 0.00 1497.00 1590.00 0.00 20540.GJO 472.30 0.0 472.73 370.00 3457.88 8311.21 30.90 370.00 1225.00 1497.00 1590.00 1595.00 0.500 472.21 O.uo 472.49 457.93 3818.62 " 7968.20 13.18 0.00 0.00 450.00 582.00 0.00 0.500 472.91 0.70 473.17 350.00 3880.94 7919.06 0.00 350.00 225.00 :50.00 582.00 575.00 0.600 471.57 0.00 473.97 389.96 971.90 10774.42 "'53.68 0.00 0.00 370.00 455.00 0.00 0.6JO 472.54 0.71 474.34 250.00 1031.64 10768.36 0.00 250.00 205.00 370.00 455.00 455.07 21690.000 474.13 0.00 476.03 393.96 424.41 9981.92 1393.6.6 0.00 0.00 1190.00 1255.00 0.00 21690.000 474.34 0.21 476.4o 200.00 489.08 10479.65 831.28 200.00 1122.50 1190.00 1255.00 1322.50 1.000 477.01 0.0U 473.09 325.63 634.66 9461.70 1703.64 0.00 0.00 76.00 146.00 0.00 1.000 477.38 0.37 473.03 180.00 599.38 10092.04 110d.58 180.00 32.30 76.00 146.00 212.00 r I FEo 90 12:13:18 PAGE 9 SECNO CWSEL OIFKWS EG TOPWIO CLOG OCH GROG PERENC STENCL STCHL STCHR STENCR 226UO.000 477.97 0.00 479.42 359.37 3071.Z8 - 8254.03 474.69 0.00 0.00 1397.00 1447.00 0.00 226UO.000 478.39 0.42 480.00 200.00 2966.47 8717.43 116.11 200.00 1260.00 1397.00 1447.00 1400.00 1.500 479.13 0.00 480.44 224.07 489.16 -10100.40 1210.44 0.00 0.00 94.00 164.00 U.00 1.500 479.81 0.69 480.96 196.00 530.52 9947.34 1322.14 196.00 53.00 94.00 164.00 249.00 2.000 479.98 0.00 481.35 266.86 303.73. 10099.69-- 1396.59 0.00 0.00 108.00 173.00 0.00 2.000 480.37 0.49 481.30 180.00 361.73 10213.66 1224.60 180.00 66.00 108.00 173.00 246.00 23900.000 482.46 0.4jO 482.99 365.98 872.69 10923.53 3.78 0.00 0.00 1215.00 1385.00 0.00 43900.000 482.79 0.34 483.28 343.65 963.03 10831.95 5.01 350.00 1041.00 1215.00 1385.00 1391.00 3.000 483.06 O.UO 183.59 307.86 451.84 106Z6.37 721.79 0.00 0.00 146.00 271.00 0.00 3.000 483.31 0.25 483.96 ?20.00 470.53 10887.35 442.12 220.00 79.00. 146.00 271.00 299.00 4.000 483.92 0.00 484.92 318.33 175.60 11447.14-• 177.26 0.00 0.00 190.00 315.00 0.00 4.000 484.17 0.25 485.17 193.26 212.92 11587.07 0.00 200.00 114.00 190.00 315.00 314.00 5.000 484.51 0.00 485.31 297.66 116.13 10958.41- - 725.46 0.00 0.00 98.00 208.00 0.00 5.000 434.74 U.23 485.55 206.65 129.30 11121.22 549.48 210.00 65.00 99.00 208.00 275.00 24930.000 485.14 0.00 485.71 272.88 3569.10 8125.90 105.00 0.00 0.00 1312.00 1390.00 0.00 24930.000 485.39 0.25 465.94 230.00 3614.81 8115.25 69.93 230.00 1170.00 1312.00 1390.00 1400.00 6.000 484.96 0.00 486.03 256.17 1162.85 10177.66 459.49 0.00 0.00 184.00 203.00 0.00 o.G00 485.16 0.20 486.27 180.00 1076.35 10380.75 336.69 180.00 100.00 184.00 263.00 230.00 25065.000 494.00 0.00 487.05 244.17 299.83 11375.23 124.94 0.00 0.00 1537.00 1627.00 0.00 2i0d5.000 483.91 -O.U6 487.3E 90.00 0.00 11800.00 0.00 90.00 1537.00 1537.00 1627.00 1627.00 25135.000 485.91 0.00 487.55 315.72 966.84 10762.73 70.43 0.00 0.00 1534.00 1623.00 0.00 2i135.GUG 495.76 -0.15 487.97 89.00 0.00 11800.00 0.00 89.00 1534.00 1534.00 1623.00 1o23.00 25135.000 486.55 0.00 487.77 277.85 1424.'52 9733.20 642.28 0.00 0.00 1120.00 1186.00 0.00 251d5.000 486.53 -O.U2 46i.24 105.00 532.56 10926.71 340.73 105.00 1100.50 1120.OU 1186.00 1205.50 25235.000 487.03 0.00 487.90 ?31.83 429.54 10886.82 483.63 0.00 0.00 1079.30 1166.00 0.00 25235.000 487.41 U.3b 489.42 100.00 73.98 11634.18 91.34 100.00 1072.65 1079.30 1160.00 1172.65 25260.000 487.35 0.00 487.98 183.98 25.79 11422.69 351.51 0.00 0.00 1046.30 1153.00 0.00 25260.000 487.87 0.52 488.51 110.00 5.78 11786.43 7.78 110.00 1044.65 1046.30 1153.00 1154.65 25325.000 487.57 0.00 483.03 174.41 0.18 •11741.88• - 57.94 0.00 0.00 1023.00 1173.00 0.00 25325.000 483.09 0.52 488.57 130.00 0.00 11800.00 0.00 130.00 1033.00 1023.00 1173.00 1163.OU 25375.000 487.63 0.00 488.08 162.24 0.00 11800.00 . 0.00 0.00 0.00 1000.00 1182.00 0.00 25375.030 488.14 0.51 483.61 130.00 0.00 11800.00 0.00 130.00 1026.00 1000.00 1182.00 1156.00 25421.000 487.92 0.00 483.12 192.09 0.00 11800.00 0.00 0.00 0.00 1100.00 1305.00 0.00 25421.OJO 489.31 0.56 48j.05 150.00 0.00 11800.00 0.00 150.00 1127.50 1100.00 1305.00 1277.50 7 r"Ed 30 12:13:lF PAGE 10 SECNO CWSEL OIFKWS EG TOPNID GLOB OCM GROB PERENC STENCL STCML STCMR STENCR 25422.000 487.30 0.00 483.14 187.07 0.00 11800.00 0.00 0.00 0.00 1100.00 1305.00 0.00 25422.000 488.30 0.50 483.67 145.00 0.00 11800.00 0.00 150.00 1127.50 1100.00 1305.00 1277.50 25542.000 487.94 0.00 485.19 187.15 0.00 11800.00 0.00 0.00 0.00 1100.00 1305.00 0.00 25542.000 488.34 0.50 488.73 145.00 0.00 11800.00 0.00 150.00 1127.50 1100.00 1305.00 1277.50 25543.000 487.83 0.00 483.20 192.32 0.00 11800.00 0.00 0.00 0.00 1100.00 1305.00 0.00 25543.OJO 488.38 0.50 483.74 150.00 0.00 11800.00 0.00 150.00 1127.50 1100.00 1305.00 1277.50 25566.000 487.75 0.00 483.35 161.92 5.38 11778.57 16.05 0.00 0.00 1020.00 1155.00 0.00 25568.000 488.29 0.54 488.54 159.09 8.14 11764.89 26.97 170.00 1002.50 1020.00 1155.00 1172.50 25618.000 487.76 0.00 483.43 164.99 5.87 11769.63 24.51 0.00 0.00 1022.00 1151.00 0.00 25618.000 486.30 U.54 .83.91 156.12 8.82 11753.22 37.96 170.00 1001.50 1022.00 1151.00 1171.50 25608.000 487.89 0.0(d 488.50 201.39 21.09 11746.63 32.29 0.00 0.00 1034.00 1185.00 0.00 256o8.000 453.42 0.53 483.98 179.97 27.15 11730.46 42.38 190.00 1014.50 1034.70 1185.00 1204.50 7 FEd 90 12:13:12 SUMMARY OF ERRORS ANO SPECIAL NOTES PAGE 11 CAUTION SECNC= 25035.000 PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO= 25065.000 PROFILE= 1 MINIMUM SPECIFIC ENERGY 7 FE8 90 12:13:18 FLOOOWAY DATA. GRAPEVINE CREEK 100 PROFILt NO. 2 - -- - --- FLOODWAY - - - - - -- WATER SURFACE ELEVATION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOODWAY FLOODWAV' 18600.000 250. 2258. 5.2 467.1 466.1 1.0 16615.000 260. 2330. 5.1 467.2 466.1 1.1 18650.000 280. 1732. 6.8 466.8 465.8 1.0 0.100 290. 2306. 5.1 468.8 467.7 1.1 0.200 350. 2085. 5.7 469.6 468.6 1.0 - - 0.300 370. 2874. 4.1 471.4 470.5 0.9 20540.000 370. 3037. 3.8 472.3 471.5 0.8 0.500 350. 3550. 3.3 472.9 472.2 " 0.7 0.600 250. 1396. 3.5 472.6 471.9 0.7 21690.000 200. 1289. 9.2 474.3 474.1 0.2 1.000 180. 1647. 7.2 477.4 477.0 0.4 22600.000 200. 1566. 7.5 478.4 478.0 0.4 1.500 196. 1737. 6.8 479.8 479.1 0.7 2.000 180. 1536. 7.7 480.4 479.9 0 , 5 .._.._. ,.. -. .._.. .. . 23900.0,30 349. 2461. 4.8 482.6 482.5 0.3 3.000 220. 2079. 5.7 463.3 483.1 0.2 4.000 193. 1553. 7.5 494.1 483.9 0.2` 5.000 207. 1841. 6.4 484.7 484.5 0.2 24930.000 230. 2341. 4.9 485.3 465.1 0.2 6.000 180. 1672. 7.1 495.2 485.0 ;, 0.2 25Od5.000 90. 790. 14.9 484.0 484.0 0.0 25135.000 89." 990. 11.9 435.9 485.9 0.0 25185.OGO 105. 1270. 9.3 496.5 486.5 0.0 25235.000 100. 1524. 7.7 497.4 487.0 0.4 25280.000 110. 1355. 0.4 437.9 487.4 0.5 25325.000 130. 2134. 5.5 488.1 467.6 F --- 0.5 25375.000 130. 2151. 5.5 488.1 487.6 0.5 25421.000 150. 2533. 4.7 488.3 487.8 0.5 25422.000 150. 2432. 4.9 498.3 487.8 -^ - 0.S __... -., 25542.000 150. 235b. 5.0 438.3 487.8 0.5 25543.000 150. 2461. 4.9 498.4 487.9 0.5 25568.000 159. 2018. 5.8 468.3 487.8 " ": 0.5 25618.000 156. 1914. 6.2 488.3 487.8 0.5 25668.000 180. 2017. 5.3 488.4 487.9 0.5' PAGE 12 7 Ftd 90 12:13:35 PAGE 1 — THIS RUN EXECUTED 7 FEB 90 12:13:35 rtEC2 RELEASE DATED NOV 76 UPDATED MARC 1992 ERROR CORR — 01.02.03.04.05 MODIFICATION — 50.51.52.53.54.55 Rw* RR# R*** R* R* x* w* w#wR# #w *+*.*. *. *.** * * * ** * *w * ** * * * W4TE SUR ^ACE PROFILES * VERSION OF NOVEAB`R 1:)76 * UPOATED MARCH 1982 PLOTFILE VERSION R * * RUN DATE 7 FE8 90 TIME 12:02:13 x x xxxxxxx xxxxx x x x x x x x x x xxxxxxx xxxx x x x x x x x x x x x x xxxxxxx xxxxx xxxxx * wwwR #wwx.Rwwwx * +fw # *w *► *4w # *x *ww *f .# * U.S. ARMr COMPS OF ENGINEtRS + * THE H10ROLOGIC ENGINEERING C�NTER • 009 SECOND STREETP SUITE 0 * DAVIS/ CILIFORNIA 95616 * (416) 440 - =105 (FTS) 448-2105 * RffRR* RRf * R *RR # * # # * # * * #R + #+ # ►i # *w #.rt xxxxx x x x xxxxx x x xxxxxxx 3.ULTIMATE WATERSHED,EXIST. CREEK,BRIDGES,CREEK VIEW 0 & PROP. FILL 7 FEJ ,O 12:02:14 PA.;E 1 RfR *R.. * *t * *RRR * *RRf.R *.Rf Rf * *Rff RR.f RRRRRR * *RR * *RR MECZ RELEASE DATED NOV 76 UPDATED NARC 19x2 ERROR CORR - O1r02p03iO4p05 MODIFICATION - 50i51r52i53i54p55 * * * * *RR *Rf RR * *R * * *R * *R4 *Rff *RRR * * *R *R *kR R * * * * * * ** THIS RUN EXECUTED 7 FcB 90 12:02:14 C T1 GRAPEVINE CREEK, COPPELL. DALLAS COUNTY, TEXAS ULT 2 DISCHARGE T2 EXTENDED FLOOD INSURANLc STUDY * *W /CREEKVIEW ADDITION -FILL FOR DODSON T3 GRAPEVINE CREEK FILE: NOMGR4 NOM ENGINEERS 1/06/90 J1 lCr1E'CK INO NINV IC IR STRT METRIC MVINS J WSEL =U U. 7. U. 0. 0.000000 0.00 0.0 0. 462.780 U.00J J2 NPROF IPLOT PRFVS XSECV XSECM FN ALLOC IBM CNNIM IT -LACE 1.000 0.000 - 1.UG0 O.00O 0.000 0.000 0.000 0.060 0.00J 0.301 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 150.000 0.000 O.JOU 0.000 0.000 0.000 0.000 0.000 0.000 0.000 NC 0.07J 0.070 0.05.) 0.30) 0.500 0.000 O.J00 J.00'J 3.003 J.00J WT 5.000 7500.000 1U50J.000 11300.000 15100.000 16000.UO0 52ZU.000 0.000 J.00J 0.00i x1 18003.000 19.000 1350.11)00 1500.00) 34.000 34.000 34.000 3.ucu O.JOJ 0.000 GR 47o.300 1000.000 470.500 1050.00) 464.500 1100.000 462.000 1150.00 402.)0) 1200.000 GR 401.40) 1250.000 4c0.5CO 1300.00) 459.700 1350.000 453.300 1391).000 447.7OJ 1406.000 GR 447.400 142H.OJO 457.60+) 1444.00) 461.003 1500.001 462.703 1>50.Jt�t, 4:,4.00) 1000.000 GR 400.50J 1650.OJU 463.300 1095.00 473.400 1741.00J 473.5N0 1750.J01 O.J03 0.000 X1 18015.000 19.0J0 1350.000 1500.003 15.000 15.000 15.000 0.000 0.300 0.000 GR 47o.30J 10JO.000 470.500 1050.001 464.500 1100.000 462.000 115J.JOJ 4o2.00G 1200.000 GR 4o1.400 1250.000 460.50L 130).001) 459.700 1350.000 453.300 1393.0Uv 44 7.700 1406.000 GR ..47.40J 1423.0)0 457.o63 1444.00) 461.000 1500.00J 462.70) 1550.00': 40:.J0') 1600.000 GR 4(jo.5U0 1650.0)0 4o�.300 1095.00) 473.400 1741.000; 473.500 175J.JL3 0.00J 0.000 x1 1865J.00J 32.000 1605.000 1868.000 35.000 35.000 31.000 0.000 0.700 0.000 GR 482.603 1100.000 478.300 1200.00J 469.200 1300.000 465.2Uu 1372.00o 463.30) 1376.000 GR 467.300 13 ?4.000 465.803 1400.00) 466.500 1416.000 463.400 1434.000 463.600 1500.000 GR 402.300 1600.000 401.600 1700.000 462.400 1805.000 447.50) 1330.000 44>.30) 1341.00J GR 44i.10J 1353.090 462.0U.) 136:.00) 462.300 1900.000 463.100 2000.00'0 467.300 2103.O0u GR 472.300 2133.000 473.200 2134.00•) 472.700 2140.000 470.700 2157.000 475.600 2185.000 GR 476.400 2200.000 477.000 2250.000 473.200 2263.000 479.600 2284.000 477.70) 2300.000 GR 470.200 2321.000 47n.300 2349.00J 0.000 0.000 0.000 O..JOJ 0.000 0.000 I FE3 �O 1 :02:14 JT NC X1 GR GR GR GR PAGE 2 5.000 7500.000 10500.000 11800.003 15100.000 16500.000 5213.000 0.00 ').OUJ 0.000 0.090 0.090 0.050 0.100 0.300 0.000 0.000 •).0u0 0.300 O.OGO 0.100 20.000 465.000 563.001 330.000 275.000 510.000 0.001 J.000 0.000 076.003 0.000 470.000 10.000 474.000 25.000 472.000 35.000 470.Ci00 65.000 406.00J 30.000 466.000 100.000 464.000 120.000 464.000 465.000 460.000 4dO.00O 450.000 500.000 449.000 510.000 449.000 520.000 45J.00J 530.000 460.001 550.000 462.000 560.000 464.000 625.000 466.000 655.000 470.000 695.000 471.000 715.000 0.200 20.000 310.000 385.000 290.000 265.000 393.000 O.OUJ J.0QJ 0.00.3 476.000 0.070 476.000 35.001 474.000 50.000 472.003 80.001) 470.•)00 105.000 40d.000 145.000 466 .000 240.000 464.000 310.000 4o0.000 320.000 450.20) 330.000 450.eOO 340.000 460.000 355.000 462.000 365.000 464.000 385.00.3 406.003 725.000 406.000 750.000 470.000 760.000 472.000 785.000 474.000 802.000 475.000 810.000 0.300 16.000 315.000 372.00) 410.000 280.000 451.000 0.000 O.00J 0.000 47o.UOJ 0.000 474.000 10.009 472.000 35.000 470.000 50.0Ou 468.001 100.000 460.000 135.000 464.000 315.000 400.000 330.000 451.0Ou 340.00J 451.000 353.000 4oU.000 352.000 404.000 372.000 464.000 475.000 463.000 610.000 470.003 622.000 470.000 645.000 U.OUO 0.003 0.000 O.00u U.JUO 0.000 0.000 0.000 20540.000 19.000 1497.000 1590.001 370.000 350.000 54J.000 0.000 0.000 0.000 48J.00U 1020.000 476.000 1052.00) 470.000 1074.000 474.000 1100.000 472.00J 1134.000 470.000 1100.000 4od.000 1192.000 466.000 1230.000 466.000 1385.000 466.000 1497.000 460.000 1515.000 452.80U 1529.00) 452.600 1552.000 460.UUJ 1575.000 466.)UO 1590.000 47J.J00 1600.000 475.000 1622.003 480.000 1628.00J 483.500 1053.000 0.003 0.000 6.000 7500.000 10500.000 11600.003 15100.000 16100.000 5130.00-3 0.000 0.300 O.JOJ 0.500 19.0Ju 450.00.0 562.30) 315.000 415.000 435.000 0.000 0.000 3.000 464.000 0.000 492.000 25.003 480.000 55.000 476.000 80.000 476.000 102.000 474.000 128.000 472.000 146.00) 470.000 196.000 463.000 250.000 460.000 450.000 454.000 475.000 454.000 490.001 460.000 524.000 470.000 582.003 472.000 *00.000 474.000 020.0 480.000 050.00) 482.000 665.000 464.000 680.000 0.000 0.000 0.000 12.030 37U.003 455.007 380.000 360.000 390.001 0.000 0.003 0.0Ou 480.000 0.000 474.000 00.001 472.000 105.000 470.000 140.000 470.000 370.000 460.000 395.000 455.000 405.00J 455.000 415.000 463.000 435.000 470.000 455.000 474.000 545.000 480.000 555.007 0.000 0.000 O.U00 0.000 0.000 0.000 21091).000 19.000 1190.000 1255.007 180.000 300.000 325.000 O.00) 0.003 0.000 462.000 1000.030 400.000 1020.000 478.000 1055.000 475.000 1080.OUJ 474.000 1105.000 472.000 1110.000 470.000 1190.000 460.000 1200.000, 45x.000 1205.000 455.900 1210.00-i 456.000 1220.000 46U.00J 1230.000 470.000 1255.000 472.000 1395.000 474.000 1495.000 476.000 1530.000 470.000 1555.001) 480.000 1580.000 48.000 1610.000 0.000 0.000 O.UdJ 0.030 3.045 0.00) 0.000 0.000 0.000 0.000 0.000 0.000 0.00J 7500.OJO 10500.000 11900.000 15100.000 16000.000 5130.000 0.000 0.003 0.000 1.000 19.000 7o.000 140.003 510.000 500.000 530.000 0.000 0.000 ').000 0.003 0.000 0.000 0.000 0.000 257.000 0.000 O.JU-3 0.001 0.000 460.000 0.000 479.000 9.003 476.000 12.000 474.30J 22.JOJ 472.000 65.000 470.000 7 6.000 460.000 83.00') 456.000 90.000 457.300 95.000 453.000 95.0013 40J.0 ^u0 112.000 470.000 146.00) 472.000 173.000 474.JOU' 234.UOj 476.000 322.000 473.000 350.000 480.JCO 381.003 482.000 400.000 484.000 445.Ou0 0.00) 3.000 x1 Gk GR GR GR x1 Gk ;PR GR GR X1 GR w GR GR JT x1 GR GR GR GR x1 GR GR GR x1 GR GR GR GR NC �t x1 x3 GR GR GR GR 7 FE6 90 12:02:14 QT x1 X3 GR GR GR GR x1 A3 GR Gk GR GR GR x1 X3 GR GR 1, R GR GR x1 X3 GP. GR GR x1 X: vR Gk GR GR NC x1 x3 GR GR GR GR PAGE 3 6.000 7500.000 10500.003 11300.000 15100.000 16000.000 5130.000 0.000 3.001 0.00•) 2260U.000 16.000 1397.000 1447.000 370.000 350.000 38J.000 11.000 0.003 0.000 O.OGO 0.000 O.00u 0.003 0.000 1460.000 J.000 O.OL,J 3.00) O.00J 4d7.700 1000.000 4b5.20J 1100.003 473.600 1200.000 471..300 1233.uOU 472.403 1300.OUJ 473.000 1397.000 456.600 1412.000 459.000 1425.000 461.50) 1435.000 474.700 1447.000 475.600 1500.000 479.300 1600.003 485.100 1700.000 491.200 1dO0.000 497.3C3 1900.001 502.200 2000.000 0.000 0.001 0.000 0.000 0.000 0.000 3.003 O.OGU 1.500 22.070 94.300 164.00) 255.000 270.000 285.000 0.001 0.300 0.000 J.000 0.000 0.000 53.00) 0.000 0.000 0.000 0.001) 0.00) 0.009 482.000 0.000 4b1.000 5.000 480.000 23.000 474.OU9 35.000 473.000 44.000 477.000 53.000 470.000 65.000 475.000 72.000 474.000 74.UOJ 473.40J 94.000 470.000 96.500 40J.000 104.000 459.000 106.000 459.000 125.000 400.000 123.000 470.000 149.000 472.000 154.007 474.000 192.000 476.000 249.000 432.000 267.000 482.000 394.000 464.003 454.000 0.000 0.000 0.000 0.000 0.00'1) 3.30) 2.000 21.000 1013.UOQ 173.009 255.000 270.000 28i.OU1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 266.000 O.00J 0.000 3.001 0.000 487.000 0.000 486.U0U 18.003 484.000 33.000 482.000 50.00J 480.000 66.000 479.003 78.000 475.00;r 95.000 474.003 103.000 472.000 113.000 470.00) 118.000 463.UGU 135.0.10 45;.5C0 147.000 400.00J 155.000 470.000 167.0CJ 472.003 173.000 474.uG0 138.000 47o.000 225.000 476.000 295.000 48J.000 335.301 490.000 523.00.) 500.000 790.000 C.000 0.000 0.000 0.000 0.000 0.001 0.000 0.000 23900.000 12.000 1215.900 1385.000 750.000 590.000 730.000 O.00J 0.300 0.000 J.000 0.000 0.000 0.00 0.000 1395.000 0.000 0.000 O.00J 0.000 --86.003 1030.000 48,.000 1025.000 480.000 1075.000 47i.UG 121i.06) 470.003 1325.001 463.000 1345.000 463.000 1355.00.3 470.000 1370.000 48).Ou) 1385.JUU .56.000 1395.0G0 488.000 1405.000 490.000 1440.000 0.000 0.000 O.OuO O.Ouu 0.000 0.000 3.000 10.000 146.000 271.000 310.000 450.000 463.000 O.Ouu 0.00) 0.000 0.000 0.000 0.000 0.000 0.000 333.000 1.300 0.000 3.000 0.000 439.00J 0.000 4ab.000 4.00) 486.000 14.000 484.U0j 42.JUJ 492.DuJ 02.000 a8J.000 120.630 *75.OU! 146.00) 470.000 172.000 464.300 161.000 464.30) 196.000 470.000 215.000 475.000 271.000 480.000 326.000 482.000 347.00:1 484.000 370.000 486.000 391.000 488.000 419.003 490.000 i 462.000 492.000 490.000 0.000 0.000 0.080 0.030 0.050 0.000 0.000 0.000 0.0CJ 0.000 0.000 3.000 4.OGJ 19.000 19U.000 315.000 350.000 54).000 56J.UCJ 0.000 0.J00 O.00u 0.000 CAN 0.00.: 0.000 0.000 314.000 O.00J 0.000 0.000 3.000 491.000 0.000 490.000 32.00J 488.000 48.000 486.JOJ 75.001 484.00'7 125.000 482.000 168.000 480.000 190.000 470.000 213.000 465.700 228.000 465.700 240.000 470.000 255.000 480.000 315.000 462.000 325.000 484.000 450.000 466.000 525.000 488.000 550.000 490.900 586.000 492.000 635.000 494.000 665.000 0.000 0.000 6.000 7500.0)0 105UU.000 11800.000 15100.000 15500.000 5030.000 O.00u 0.003 O.00J 5.000 18.000 9b.000 208.000 130.000 160.000' 145.000 0.000 0.000 O.00J 0.000 0.000 0.000 0.00) 0.000 353.000 0.000 O.JOU 0.000 3.000 491.000 0.000 490.000 25.001 488.000 40.000 485.007 52.OUJ 484.000 73.000 482.000 32.000 48O.CGu 93.007 470.000 113.003 461.000 133.009 -65.90J 148.000 '.65.900 158.000 470.000 172.000 480.000 208.001 462.00J 300.000 4d4.JGJ 355.0UJ 465.000 410.0•)0 *d'.OUJ 475.003 490.000 535.00J ).00J O.J I: 3.30) O.JCJ QT x1 X3 GR GR GR GR 7 Ft8 90 12:02:14 PAGE 4 x1 24V+30.000 20.000 1312.0U) 1390.000 170.000 150.000 220.000 0.000 0.000 0.000 X3 0.000 0.000 J.00 0.000 0.000 1430.000 0.000 0.000 O.00J 0.000 GR' 494.J00 1000.000 492.OUJ 1 025.100) 490.000 1130.000 463.000 114J.JUU 400.000 1150.0Ou GR 404.000 11bJ.OJO 48C.000 1190.00] 480.000 1200.00J 472.JU3 1312.00) 470.00. 1340.300 IaR 4o6.400 1355.030 466.409 1365.000 470.000 1375.000 48J.000 1390.000 494.00) 1410.000 GR 486.000 1440.OJO 48t.00J 1490.000 490.000 1530.00) 492.00J 158J.UOJ 494.000 1520.001 x1 6.000 15.000 184.000 263.000 50.000 95.000 9J.OU0 0.000 0.000 0.000 x3 0.000 0.030 0.000 0.00) 0.000 315.000 J.JuO O.JOJ 0.00) 0.000 GR 491.000 O.OJO 490.0Ou 35.00) 484.000 65.000 482.000 90.Ouu 48J.00) 170.000 GR 476.UOG 194.000 47U.000 105.000 465.800 215.000 460.300 22i..)0J 470.00) 245.000 GR 476.000 263.000 480.000 275.000 486.000 325.00) 489.JOU 375.JOJ 490.000 433.000 NC 0.080 0.060 0.045 0.000 0.000 0.000 O.000 0.0011 0.000 0.000 X1 2508>.JUO 17.0•)0 1537.OuU 1627.00) 45.000 85.000 80.JOO O.JOJ 0.JUJ 0.000 X3 0.001 0.090 0.00) 0.300 0.003 1667.000 J.003 0.000 0 . .)C0 0.001 GR 490.000 1417.000 480.000 1425.000 486.000 1437.000 484.000 1445.OU1 483.001 1500.000 GR 48J.700 1537.000 472.000 1560.000 467.300 1564.000 467.100 1572.000 467.203 1585.000 GR 473.403 15 3.000 478.400 1626.003 479.200 1627.00) 482.9u3 1042.OUO 48�.OUJ 1750.00) GR 483.000 17 °.0.090 490.000 1540.00) 0.000, 0.000 0.000 0.000 0.001) 0.000 x1 25135.000 19.000 1334.000 1623.000 40.000 60.000 50.000 0.000 0.003 0.000 X3 0.000 0.000 0.000 0.000 0.000 1657.000 0.000 3.000 O.70u 0.00u GR 492.000 1325.000 490.000 1417.00) 488.000 1427.000 486.000 1437.JUO 484.000 1445.000 GR 481.800 1500.000 481.400 1534.00) 473.500 1556.000 467.100 1559.000 467.003 1570.000 GR 407.10U 1594.000 473.5UU 1593.00) 478.400 1603.000 479.000 1623.001 479.000 1623.OGO GR 485.10. 1647.OJO 4E6.OU 1705.001 483.000 1805.000 49J.300 1841.000 3.70 0.0010 ii1 2510.000 23.000 1120.OGU 1189.000 50.000 40.000 50.000 0.000 J.00U 0.000 X3 O.000 0.000 0.900 0.007 0.000 1230.000 3.000 0.000 0.000 0.003 GR 49...000 910.000 492.000 1000.000 490.000 1010.000 486.30) 1030.Ju1 +60.06.) 1033.001 GR 4o4.000 1010.000 482.00u 1070.00•) 480.000 1080.000 47j.00J 1120.000 467.70J 1135.800 GR 467.000 1140.000 469.uU0 1166.')OJ 470.000 1168.000 47i.JUJ 1170.001) 473.500 1183.000 GR 476.50J 1136.) .)G 479.000 1200.90) 484.000 1220.001 484.000 1220.001 484.109 1220.00 GR 4b5.OGO 1309.000 490.009 1324.00J 494.000 i 1335.000 0.000 0.000 0.000 0.000 x1 25135.000 21.000 1079.300 1166.000 50.000 50.000 5J.00J 0.00u 0.007 0.000 X3 0.000 0.000 0.00•1 0.001 0.000 1230.000 0.000 0.001) 0.000 0.0013 GR 494.JOJ 920.000 492.000 1000.001 490.000 1010.000 483.000 1021.000 4do.0•_3 1030.000 GR 484.000 1040.000 482.UUJ 1060.003 480.500 1079.300 477.900 lOdZ.300 407.900 1094.403 GR 407.;r0U 1106.300 40-0.000 1145.003 475.000 1156.000 480.000 1166.UOJ 461.000 1170.00) GR 481.500 1198.000 48.500 1210.000 484.500 1210.000 485.000 1251.000 49.0.003 1265.000 GR 494.000 1275.000 0.000 0.00) 0.000 0.000 7.000 0.000 0.000 0.00u x1 25280.000 18.000 1046.300 1153.00) 55.000 25.000 45.00u 0.000 0.000 0.000 GR 494.000 920.030 49_.000 1000.00) 490.000 1010.000 483.000 1035.000 4d6.G00 1040.000 GR 484.000 1043.300 48-ROO 1046.300 468.200 1061.700 467.400 1069.300 469.000 1130.000 GR 475.000 1141.000 480.000 1151.00) 481.000 1153.000' 481.300 1177.000 484.000 1174.000 GR 465.000 1214.000 490.00U 1229.000 494.000 1239.000 J.700 0.00.) O.00J 0.000 7 FEb 90 12:02:14 x1 GR GR GR GR GR x1 GR GR GR GR xi GR GR GR NC X1 a ST GR GR GR GR PAGE 5 15325.000 21.000 1023.000 1173.00J 50.000 30.000 45.000 0.300 0.300 0.000 494.000 910.000 491.:OJ 1000.003 487.000 1023.000 485.000 1027.00 4b).003 1037.000 47)1.003 1042.000 470.005 1050.001 467.800 1055.200 407.900 1070.UUu 4o7.3U.) 1079.o0G 403.500 1096.590 4ov,uUU 1129.000 470.000 1131.000 475.00J 1140.JOJ .bO.003 114 481.000 1152.000 482.UUU 1103.00) 484.000 1173.000 4b5.000 118d.UOJ 490.00J 1201.000 494.000 1212.000 0.000 0.001 0.000 0.000 0.000 0.001 0.00'1 0.00J 25375.000 19.000 1000.000 1182.000 50.000 50.000 50.000 0.000 0.000 0.000 494.000 690.000 491.300 1007.001 487.000 1017.000 485.000 1U20.UU) 430.00) 1330.00J 475.000 1C38.000 470.00) 1047.JO) 463.000 1050.000 4od.400 1113.00J 467.9CJ 1121.70J 460.000 1125.000 470.000 1127.00) 475.000 1136.000 480.000 1140.00J 481.001 1143.000 482.000 1165.000 485.000 1171.00) 490.000 1182.000 494.000 1191.000 0.0011 0.000 25421.000 11.000 1100.001 1305.000 84.000 10.000 46.000 0.000 0.000 0.000 495.000 1000.000 495.0'.,0 1100.009 469.430 1100.000 466.500 1147.00) i-03.)CO 1190.000 468.500 1235.090 .61.620 1263.00) 482.000 1282.000 491.750 1305.00J 495.000 1303.001 495.000 1400.000 0.000 0.009 0.000 0.000 0.000 0.000 0.000 0.000 U.000 0.030 o.u23 0.30) 0.500 O.00u 0.000 0.000 0.000 0.000 25422.000 1°.000 1100.007 1305.00) 1.000 1.000 1.001 0.00J 0.000 0.000 -4.JGO 1130.000 495.000 490.330 1170.000 495.000 490.570 1235.000 495.00J 490.470 0.000 1305.000 495.00+40 491.750 0.000 0.000 0.000 0.000 J.00J 0.000 495.000 1000.000 495.000 110u.003 489.430 1100.000 463.500 1147.003 463.300 1167.50) 490.570 1157.500 493.570 1170.00 0 468.200 1170.000 469.000 1190.000 4od.50) 1:35.000 490.470 1235.000 »9-1.470 1237.503 469.750 1237.500 481.620 1263.000 4E2.000 12b2.000 491.750 1305.000 495.009 1305.000 495.000 1400.000 0.000 0.001) 0.00 +0 7.000 25142.000 18.000 11U0.000 1305.00) 120.000 120.000 123.000 0.00') J.JGj 0.000 -4.000 1100.000 495.000 490.03 1170.000 495.000 490.320 1235.00] 495.001 490.570 0.000 1305.000 495.900 491.759 0.000 0.000 0.000 0.000 0.OG) 0.000 495.000 1000.000 495.000 1100.00.) 48.0.400 1100.000 469.200 1147.00') 469.000 1167.500 49J.320 1157.500 49-3.32.) 1170.00) 466.900 1170.000 463.7UJ 1190.000 469.X7 1235.000 490.570 1235.000 ..9J.57U 1237.50) 470.450 1237.500 481.027 1263.000 4b2. .)0U 1282.000 491.750 1305.000 495.000 1305.003 495.000 1400.000 0.000 0.000 0.00J 0.000 25543.000 11.000 1100.000 1305.00) i 1.000 1.000 1.000 0.000 0.000 0.000 495.000 1000.000 495.000 1100.00) 489.400 1100.000 469.200 1147.000 463.7CO 1190.000 469.200 1235.000 481.!20 1263.00) 482.000 1282.000 491.750 1305.000 495.300 1305.000 495.000 1490.000 U.001) 0.00' 0.000 0.000 3.009 O.00J 0.300 3.000 0.000 0.000 0.045 0.007 0.000 0.000 0.000 0.000 0.000 0.000 25563.000 18.000 1020.000 1155.00') 5.000 75.000 25.009 0.000 0.003 O.00J 495.000 1000.000 490.0(J0 1017.007 485.000 1020.000 480.000 1030.000 (675.000 1040.000 470.000 1050.030 46;.900 1070.00) 469.000 1076.000 469.000 1083.000 470.000 1119.000 475.000 1128.000 4 °0.00,; 1131.OGJ 481.003 1138.000 48L.000 1149.000 465.007 1155.000 486.000 1158.010 490.0(;: 1200.00) 492.000 1310.000 0.00) 0.000 0.00) 0.000 0.000 0.000 O.0o. 0.100 0.300 0.000, 0.001 0.000 O.OGJ r 0.000 25613.000 16.OJO 1022.GU'1 1151.000 20.000 50.000 50.003 O.00J 0.000 0.000 495.000 1000.00 49J.O(,;1 1012.0011 485.00) 1022.000 483.000 1032.000 475.00J 1042.000 470.003 1052.000 469.�PCJ 106).003 ..70.000 1117.U0'J 475.JGJ 1126.JU� +b0.J0'J 1134.000 481.0ou 1136.0)0 485.000 1151.00J 480.JG9 1154.000 490.0OJ 1225.OUJ 492.JOU 1270.0)n U.Ui.)U U.UUJ 0.000 0.000 J.UO) O.JOu 7.00'1 ).Uoj x1 9T dT GR GR GR GR xi GR GR Gk NC x1 GR GR GR GR NC X1 GR GR GR GR 7 Fto 90 12:02:14 PAGE o XI 25665.000 27.000 1034.000 1185.00) 55.000 50.000 50.700 0.000 0.3U) 0.000 GR 495.000 1000.000 490.000 1022.00) 4d5.000 1030.000 485.000 1034.0uJ 4ev.QG0 1039.000 UR 4bJ.000 1050.000 482.000 1060.001 481.003 1066.000 480.000 1071.000 47).JUJ 1075.000 �R 47o.000 1078.000 477.000 1080.00) 476.000 1082.000 475.JUO 1064.JOU 470.J0j 109 +.000 GR 409.100 1096.0)0 4o9.40u 1104.001 469.100 1114.000 470.000 1154.00J 475.00) 1162.000 GR 480.000 1170.000 481.UCO 1172.00) 482.000 1177.000 485.000 1185.000 490.60., 1188.000 GR 490.000 1270.000 49Z.OGU 129-5.000 0.000 0.000 0.000 0.000 0.3UJ 0.000 EJ 0.000 0.090 0.00'13 0.009 0.000 0.000 0.000 0.000 0.000 0.000 7 FEb 90 12:02:14 462.82 0.00 5220. SECNO DEPTH CWSEL CRIW: WSELK EG 0 OLOb OCH QROb ALOE ACH TIME VLOb VCH VROH XNL XNCH SLOPE XLUbL XLCn XLOhR ITRIAL IDC *PROF 1 452.50 0.00 6220. > - CCHV= 0.300 CEHV= 0.500 8.61 OG 0.004s2o *SECNO 16600.000 35. 5. CCHV= 0.100 CEHV= 0.3GO 16000.00 15.38 »5 ?.78 0.00 452.73 463.09 5220. 474. 4703. 43. 325. 1002. 0.00 1.46 4.69 0.92 0.070 0.050 0.002093 34. 34. 34. 0 0 *SECNO 16o15.OJO 16615.00 15.42 462.82 0.00 5220. 483. 4691. 45. O.UO 1.46 4.65 0.);3 0.002051 15. 15. 15. *SECNO 18650.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN nVINS 16650.00 15.00 452.50 0.00 6220. > 521t. U. 0.00 C.32 8.61 OG 0.004s2o 35. 35. 5. CCHV= 0.100 CEHV= 0.3GO *SECNO 0.100 3301 HV CH4NGEO MORE THAN nVINS 0.10 15.65 454.65 0.00 521U. 119. .966. 105. u.03 0.52 5.40 U.94 C.001720 330. 510. 275. *SECNO 0.200 0.00 463.12 331. 1007. 0.070 0.050 0 0 0.00 463.65 5. 606. 0.070 0.050 ? 0 0.00 465.09 230. 923. 0.090 0.050 2 0 HV ARDS XNR ICONT 0.31 47. 0.070 0 0.31 48. 0.070 0 1.15 0. 0.070 0 0.43 111. 0.090 0 HL OLOSS BANK ELEV VOL TWA LEFT /RIGHT WTN ELMIN SSTA CORAR TOPdIU ENUST 0.00 0.00 459.70 0. 0. 461.00 0.000 447.40 1134.40 0.00 418.63 1553.U8 0.03 0.00 459.70 0. 0. 4o1.00 0.000 447.40 1133.77 0.00 420.51 1554.28 0.11 0.42 465.10 • 1. 0. 462.70 0.000 447.50 1671.62 O.JU 110.23 1967.78 1.36 0.07 464.00 11. 3. 402.00 0.000 449.00 113.39 0.00 521.51 034.91 PAGE 7 7 FE8 90 12:02:14 4~5.215 .6..27 0.00 46o.63 1.35 1.27 0.4s 46..OU SECNO DEPTH CWSEL CRIwS WSELK EG HV HL OLOiS BANK ELEV 0 GLOB OCM CROb AL03 ACH ARDS VOL TWA LEFT /RIGHT TIME VLOB VCH VROb XNL KNCH XNR WTN ELMIN SSTA SLOPE KLOBL XLCH XLOLR ITRIAL IOC ICONT CORAR TCP4ID ENOST 3301 MV CHANGED MORE THAN HVINS U.2U 15.08 4~5.215 .6..27 0.00 46o.63 1.35 1.27 0.4s 46..OU 5210. 33. 5015. 162. 29. 527. 141. 20. 0. 464.00 U.04 1.15 9.52 1.15 0.090 0.050 0.090 0.000 450.20 264.97 0.008717 290. 390. 2o5. 4 16 0 0.00 338.77 603.73 *SECNU 0.300 3301 MV CHANGED MORE THAN HVINS 0.30 16.95 467.95 0.70 0.00 468.33 0.37 1.59 0.10 464.00 521U. 649. 3491. 1070. 464. 592. 669. 30. 9. 4o4.00 U.07 1.40 5.90 1.60 0.091 0.050 0.090 0.000 451.03 102.26 0.001j59 410. 450. 280. 2 0 0 0.00 505.94 -jOd.20 *SECNO 20540.000 20540.00 16.15 468.75 0.00 0.00 469.01 0.25 0.67 0.01 406.00 5210. 781. 4421. 6. 805. 1013. 9. 46. 14. 460.00 0.10 0.)7 4.34 G.oG 0.0i0 0.050 0.090 0.000 452.6J 1174.99 0.000943 370. 540. 350. 2 0 0 0.00 416.33 1590.6@ *SECNO 0.500 0.50 15.20 4t-;.2G 7.00 O.uU 464.33 I 0.13 0.31 0.01 400.00 5130. 1271. 3e52. 0. 1059. 1193. 0. 06. 17. 470.00 0.15 1.21 3.23 0.00 0.0 0.050 0.090 0.000 454.00 217.63 0.000610 315. 435. 415. 2 0 0 0.00 359.73 577.35 *SECNO 0.600 3301 MV CHANGED MORE THAN HVINS 0.6J 14.17 469.17 0.00 0.00 470.U5 0.88 0.50 0.23 470.00 5130. 0. 5130. 0. 0. 681. 0. 79. 19. 470.UO 0.10 0.10 7.54 0.00 0.097 0.050 0.090 0.000 455.00 372.38 0.004130 380. 340. 3c0. 1 2 0 0 0.00 31.25 453.33 PAGE 3 7 FEd 90 12:02:14 TYPE= SECNO DEPTH CWSEL CRIWS Q GLOB JCH OROB TIME VLO8 VCH VROB SLOPE XLObL XLCH XLOdR *SECNO 21690.000 0.050 0.045 21690.00 14.57 470.47 0.00 5130. 1. 5126. 3. 0.17 0.45 8.60 0.45 0.005106 18 325. 3UO. *SECNO 1.000 3470 ENCROACHMENT STATIONS= 0.0 1.00 15.35 472.65 U.GU 5130. 24. 5035. 71. 0.19 1.07 7.01 1.10 0.00[307 510. 530. 500. •SCCNO 22600.000 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 0.0 24000.00 14.79 473.39 404. »9 513U. 85. 5042. 0. U.iO 1.04 10.10 U.UO 0.00567 370. 380. 350. *SECNO 1.500 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 53.0 1.50 16.26 475.29 J.�00 513U. 30. 4995. 105. 0.21 1.03 6.63 1.22 O.Ou2u12 255. 235. 270. *SECNO 2.000 3470 tNCROACHMENT STATIONS= 0.0 WSELK EG ALOE ACM XNL XNCH ITRIAL IOC 0.00 471.62 2. 596. 0.090 0.050 3 0 257.0 TYPE= 0.00 473.40 23. 718. 0.080 0.045 2 0 MV HL ARDS VOL XNR WTN ICONT CORAR 1.15 1.49 S. 84. 0.090 0.000 0 0.00 1 TARGET= 0.75 1.75 64. 93. 0.080 0.000 0 0.00 OLOSS BANK ELEV TWA LEFT /kIGHT ELMIN SSTs TOP410 ENOST 0.08 470.00 19. 470.00 455.93 11bU.59 107.33 1267.92 256. ?99 0.04 470. J0 71. 470.00 457.30 50.94 1o1.73 212.67 14b0.) TYPE= 1 TARGET= 1459.999 0.00 474.94 1.56 1.30 0.24 473.00 d5. 499. 0. 99. 22. 474.7) 0.050 0.045 0.080 0.000 458.60 1265.00 2 d 0 0.00 160.b1 1445.61 454.0 TYPE= 1 TARGET- -53.3Ou 0.00 475.93 0.67 0.39 0.04 473.40 29. 753. 36. 103. 23. 472.00 0.090 0.045 0.080 0.000 459.00 70.18 2 0 0 0.00 157.75 227.93 266.0 TYPE= 1 TARGET= 265.999 PAGE 9 7 FEe 90 12:02:14 SECNO DEPTH CWSEL CRIWS WSELK. EG A QLOB ACM OKOB ALOE ACM TIME VLOB VC 1+ VROB XNL xNCM SLOPE xLO8L XLCM xLOBR ITRIAL IDC 2.00 16.19 475.79 0.00 0.00 476.57 5130. 9. 5024. 93. 10. 699. 0.23 3.82 7.18 1.37 0.029 0.045 0.002303 255. 265. 277. 2 0 HY ML AR08 VOL XNR MTN ICONT CORAR 0.79 0.61 71. 109. 0.080 0.000 0 0.00 OLOSS TWA E LM I N Tip 410 0.04 24. 459.oO 124.71 BANK ELEV ,EFT /RIGMT SSTA ENDST 474.00 472.00 96.36 221.08 *SECNO 23900.000 3470 ENCROACHMENT STATIONS= 0.0 1595.0 TYPE= 1 TARGET= 1394.999 239UU.U�j 14.34 477.8( U.60 0.00 47 ?.24 0.40 1.63 0.04 +76.00 5130. 0. 5150. 0. U. 1014. 0. 124. 27. 480.G0 U.27 0.00 5.uo 0.Ou 0.090 0.045 0.080 0.000 4o3.00 1217.16 O.OU21o7 750. 730. 5%0. 2 U 0 0.00 164.60 1381.76 *SZCNO 3.0J0 3470 ENCROACrtM_NT STATIONS= 333.0 TYPE= 1. TARGET= 332.999 3.UJ 14.36 478.6o 0.1)0 0.00 474.01 0.35 0.77 0.00 +75.'70 5130. 34. 5022. 74. 35. 1043. 74. 135. 28. 475.00 0.29 0.99 4.82 1.00 0.080 0.045 0.080 0.000 464.30 126.96 0.001301 310. 405. 45J. 0 0 0.00 184.20 311.24 *SECNO 4.000 3470 ENCROACHMENT STATIONS= , ).3 314.0 TYPE= 1 TARGET= 313.999 4.06 13.99 479.54 0.0G 0.00 480.13 0.55 1.06 0.0!p 48J.00 5130. J. 5130. U. 0. 664. 0. 148. 50. 1000UO.G0 0.32 9.00 5.94 0.uu 0.097 0.050 0.080 O.Oou 465.70 191.10 0.003037 350. 500. 54U. 2 0 0 0.00 121.35 31Z.51 *ScCNO 5.UJO 3470 ENCROACHMENT STATIONS= 1 L.0 353.0 TYPE= 1 TARGET= 352.099 5.OJ 14.16 4 ?0.0� 0.JU 0.00 480.47 0.40 0.32 0.01 480.00 5030. J. 5030. J. 0. 988. 0. 151. 31. 460.00 0,33 0.01 5.0 0.01 0.080 0.050 0.080 0.000 465.90 97.48 0.6::1:�74 133. 145. 100. 2 0 0 0.00 113.54 211.02 PAGE 1U 7 FEd 90 12:02:14 SECNO DEPTH CWSEL CRIWS uSELK E MV ML OLOSS 6ANK ELEV U JLO6 OCM WROB AL03 ACM AR03 VOL TWA L_FU RIGHT TIME VLOS VCM VROB XNL XNCM XNR WTN ELM IN SSTA SLUPE XLJ8L XLCH xLOPR ITRIAL IOC ICONT CORAR TJPWIO ENOST *SECNO 24930.000 0.00 42.25 1630.76 *SECNO 25135.000 0.00 137.08 121J.Utl 3470 ENCROACHMENT STATIONS= 0.0 1430.7 TYPE= 1 TARGET= 1429.194 1 TARGET= 2493U.OJ 14.07 430.47 0.00 0.00 4EO.81 0.34 0.33 0.01 472.uO 5030. 957. 4073. 0. 501. 794. 1. 156. 31. 4oO.00 U.34 1.91 5.13 0.26 0.080 0.050 0.080 0.000 466.4) 1195.34 0.001445 17J. 220. 150. 2 0 0 0.00 197.00 1392.33 *SECNO 0.030 3470 ENCROACHMENT STATIONS= 0.0 315.0 TYPE= 1 TARGET= 314.999 o.Uu 13.04 480.44 0.00 0.00 481.04 0.60 0.15 O.Od 476.00 5030. 53. 4932. 44. 38. 788. 30. 15d. 52. 470.00 0.34 1.40 6.2t 1.4E 0.080 0.050 0.080 0.000 450.80 152.51 0.00[1oJ 5J. 90. 95. 2 0 0 0.00 126.14 173.64 *SECNO 2>085.U30 3301 MV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 0.0 1067.0 TYPE= 1 TARGET= 1005.999 25095.00 13.02 4n0.12 0.00 0.00 481.63 1.51 0.32 0.27 480.70 5030. 0. 5027. 3. 0. 510. 2. 160. 32. 479.,J U.35 0.90 9.85 1.45 0.090 0.045 0.060 0.000 467.13 1531.51 0.(i J9do1 45. 0. d5. 2 0 0 0.00 42.25 1630.76 *SECNO 25135.000 0.00 137.08 121J.Utl 3470 ENCROACHMENT STATIONS= 0.0 1557.1 TYPE= 1 TARGET= 1856.99) 25135.OJ 13.97 4 30. 97 0.00 0.00 482.04 1.07 0.37 0.04 481.40 5030. 0. 5016. 14. 0. 003. 8. 100. 32. 479.00 0.35 0.00 2.32 1.91 0.080 0.045 0.060 0.000 467.00 1535.20 0.005o86 40. 50. 00. 3 0 0 0.00 95.54 lo30.74 -SECNU 2:185.000 3470 ENCROACHMENT STATIONS= 0.0 1230.0 TYPE= 1 TARGET= 1229.999 251b5.00 13.92 431.52 0.00 U.00 482.24 0.73 0.17 0.03 479.00 5030. 169. 4754. 107. 107. 673. 51. 161. 32. 476.50 U.35 1.58 7.02 2.08 0.080 0.045 0.060 0.000 457.6) 1072.40 U.0J2255 5J. 50. 40. 2 0 0 0.00 137.08 121J.Utl PAGE 11 7 FEo 9G 12:02:14 SCCNO DEPTH C'WSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV U ULOS OCH ;JROy AL08 ACM ARDS VOL TWA LEFT /RIGHT TIML VLOB VrH vPOb XNL XNCM XNR WTN ELMIN SSTA SLOPE XLJBL XLCri xLJbR :TRIAL IOC ICONT CORAR TOPWID ENDST 3370 NORMAL 6RIDGE,NRC= 4 MIN ELTRD= 495.00 MAX ELLC= 491.75 0.00 0.00 432.55 25422.LJ 14.35 462.35 J.JO 0.00 482.50 0.15 U.00 0.01 495.00 5030. 0. 5) 030. U. 0. 1603. 0. 163. 33. 495.00 U.31 0.00 3.14 0.00 0.080 0.028 0.080 0.000 468.00 1.115.88 U'.'000251 1. 1. 1. 0 0 0 0.00 161.97 1282.35 *SECNO 25542.0JO 3265 DIVIDED FLOW 3370 NORMAL dRIDGE.NRD= 4 MIN ELTRC= 495.00 MAX ELLC= 491.75 25542.00 13.68 4 0.00 0.00 482.55 0.17 U.03 O.C1 495.00 5030. 0. 5030. 0. 0. 1524. 0. 172. 33. 495.00 0.36 0.90 3.30 0.00 0.080 0.028 0.080 0.000 468.70 1116.32 0.000291 120. 120. 120. 1 0 0 0.00 161.53 1264.91 *StCNO 2),543.000 25543.UU 13.69 412.39 0.00 0.00 432.55 0.16 0.00 O.OJ 495.UO X030. 0. 5030. 0. 0. 1591. 0. 172. 33. 495.OJ 0.33 O.00 3.16 U.-Jo 0.080 0.028 0.080 0.000 466.70 1116.32 0.000183 1. 1. 1. 1 0 0 0.00 156.59 128.91 *SECNO 25568.000 25566.00 13.44 43Z.34 0.00 0.00 482.62 0.28 0.01 0.06 485.00 5030. 0. 5030. 0. 0. 1187. 0. 173. 33. 465.00 0.30 0.00 4.24 0.00 0.080 0.045 0.080 0.000 468.90 1025.32 0.000666 5. 45. 75. 2 0 0 0.00 124.37 1144.68 CCHV= 0.100 CEHV= 0.300 -SECNO 25618.CUo 25618.00 12. °6 432.35 7.00 0.00 482.68 0.32 0.05 0.01 485.00 SU30. 0. 5030. 0. 0. 1111. 0. 174. 34. 415.00 U.3o 0.00 4.5S 0.60 0.060 0.045 0.080 0.000 469.50 1J27.28 0.001J06 20. 50. 50. 0 0 0 0.00 117.57 1144.85 PAGE 13 7 FEtl 90 12:02:14 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV Q BLOB OCH OROB ALOE ACH AROB VOL TWA LEFT /RIGHT TIME VLOS VCH YPOe XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XL09R ITRIAL IDC ICONT CORAR TOPWIO ENOST *SECNO 25668.000 25660.GJ 13.30 432.40 0.A 0.00 482.74 0.34 0.05 0.01 485.00 5030. 0. 5030. C. 0. 1078. 0. 176. 34. 435.00 U.39 U.00 4.57 J.uO 0.0ZJ 0.045 0.080 0.000 499.10 1055.91 O.GU1166 55. i0. `.J. 0 0 0 0.00 122.16 1175.UV PAGE 14 7 FEz 90 12:02:14 MECZ RELEASE DATED NOV 75 UPUaTEO MA C 1992 ERROR CORR - 0102.03.04.05 MODIFICATION - 50.51.52.53.54.55 PAGE 15 THIS RUN EXECUTED 7 FES 90 12:02:27 T1 GRAPEVINE_ CREEK. COPPELL. DALLAS COUNTIe TEXAS ULT 100 OISCMARG= T2 ExTENDZO FLOOD INSURANCE STUDY *Ra /CREEKVIEW ADDITION -- FILL FOR DODSON T3 GRAPEVINE CREEK FILE: P.DMGR4 NDM ENGINEERS 1/06/90 J1 ICHECK INS NINV iOIR STRT METRIC MVINS Q aSEL (J. 6. U. 0. 0.000000 0.00 0.0 0. 466.450 J2 'NPkOF IPLOT PRFVS XSECV XSECH FN ALLDC I3M CMNIM 15.000 0.000 -1.00 0.000 0.000 0.000 0.000 0.000 0.000 FQ 0.00 ITkACE 0.00) 7 FEd 90 12:02:14 SECNO DEPTH CWSEL 0 QLOB OCH TIMz VLOb VCH SLOPE XLObL XLCH *PROF 2 2102.76 0.65 CCHV= 0.300 CEHV= 0.500 *SECNO 18o00.000 39. 6. 10600.00 21.05 468.45 1ou00. 4597. 14746. O.UO 2.59 5.2o 0.00159 34. 34. *SECNO 16615.000 1685. 65. 10615.UO 21.07 4 --8.47 16000. 4501. 9737. 0.00 2.56 5.25 O.OU1152 15. 15. *SECNO 13050.000 4o4.00 1619. 18050.OJ 2J.92 408.42 16000. 5971. 7587. O.OU 2.64 7.75 0.OU21cc 35. 35. CC.-IV= J.100 CEHV= 0.300 *SECNO 0.100 0.10 20.23 459.?3 105JU. 4433. 17o 7. U.04 2.29 7.83 O.UO219U 330. 510. *SECNO 0.200 0.20 19.95 470.15 16500. 1937. 6557. U.U4 2.74 9.59 0.004352 290. 390. *SECNO 0.300 0.30 20.77 471.77 105u0. 4105. 7139. 0.00 2.90 8.81 0.003uz3 410. 450. CRIWS WSELK EG GROb AL09 ACH VROh XNL XNCH XLOb4 ITRIAL IOC 0.00 450.45 468.75 1656. 1778. 1853. 2.14 0.070 0.050 34. 0 0 0.00 1662. 2.13 15. 0.00 468.77 1782. 1355. 0.070 0.050 0 0 0.00 2442 2.t2 35. O.UO 1 0.35 275. 0.00 6000. 3.19 265. 0.00 5195. 3.21 220. 0.00 468.92 6101. 979. 0.070 0.050 2 0 0.00 469.88 1934. 1357. 0.090 0.050 2 0 0.00 470.96 705. 892. 0.0 0.050 2 0 0.00 472.38 1436. 810. 0.090 0.050 2 0 HV AROB XNR M ONT 0.30 776. 0.070 0 0.30 779. 0.070 0 HL OLOSS dANK ELEV VOL TWA LEFT /NIGHT WTN ELMIN SSTA CORAR TOP410 ENOST O.UO 0.00 459.70 J. u. 461.00 0.000 447.40 1067.06 0.00 614.26 1081.34 0.02 0.00 459.70 2. 0. 401.00 0.000 447.40 1066.94 0.00 614.63 1081.02 0.51 0.05 0.10 463.10 933. S. 1. 402.70 0.070 0.000 447.50 1320.66 0 0.00 776.10 2102.76 0.65 0.92 0.04 464.00 584. 39. 6. 46c.00 0.090 0.000 449.UJ 70.71 1,0 0.00 616.52 687.30 0.81 1.03 0.05 404.00 1685. 65. 1u. 404.00 0.090 0.000 450.20 103.09 0 0.00 677.29 780.38 0.61 1.39 0.02 4o4.00 1619. 95. 16. 464.00 0.090 0.000 451.00 3o.71 0 0.00 592.03 628.79 PAGE 16 7 FEti y0 12:02:14 HV SECNO DEPTH CwSEL CRINS U GLOB ",NCH OR09 1IME VLOB VCH VROP SLOPE XLOEL XLCH XLOPR •SECNO 20540.000 ICONT CORAR TOP410 20540.CIJ 20.Z5 472.55 O.JO 165UU. 5501. 10793. 105. O.U3 2.51 7.71 1.78 O.CU1V45 370. 540. 3�U. *SECNO 0.500 452.60 1119.58 3 0.50 19.74 473.74 0.70 1011JU. 5055. 13ze2. o3. 0.11 2.40 5.80 0.ti3 0.0012(11 315. 435. 415. •SECNO O.oOC 0.0913 0.050 0.090 3301 HV CHANGED MORE THAN HVINS 0.60 18.55 473.55 0.30 16100. 2313. ' 13007. 230. 0.11 3.01 12.30 1. ?7 0.00oo27 360. 3 50�J. •SECNO 21690.000 21690.03 19.59 475.43 0.00 161UC. 955. 121y9. 2957. 0.12 3.13 13.22 3.30 0.0067 180. 325. 360. RSECNO 1.000 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 0.0 1.00 21.16 478.46 0.00 10000. 1169. 12436. 2395. 0.14 3.28 11.00 3.47 0.003155 5 10. 530. 5013. WSELK EG HV HL OLOSS BANK ELEV ALO-3 ACH AROS VOL TWA LEFTIRIGHT 470.00 XNL XNCH XNR WTN ELMIN SSTA ITRIAL IOC ICONT CORAR TOP410 ENDST 0.00 473.49 0.64 1.10 0.01 466.00 2228. 1399. 30. 131. 20. 456.00 0.090 0.050 0.090 0.000 452.60 1119.58 3 0 0 0.00 488.25 loO7.63 0.00 474.11 0.37 0.59 0.03 460.00 2354. 1791. 54. 164. 24. 470.00 0.0913 0.050 0.090 0.000 454.OU 130.35 L 0 0 0.00 437.04 017.39 0.00 475.49 1.94 0.91 0.47 470.00 934. 1052. 142. 192. 23. 470.00 0.090 0.050 0.090 0.000 455.00 70.05 3 0 0 0.00 464.41 534.95 0.00 477.58 2.09 2.04 0.04 470.00 305. 922. 896. 205. 31. 470.UJ 0.090 0.050 0.090 0.000 455.90 10b6.43 3 0 0 0.00 434.57 1521.U0 ?57.3 TYPE= I 'TARGETx 256.999 0.00 479.97 1.52 2.33 0.00 470.00 356. 1124. 690. 231. 35. 470.00 0.080 0.045 0.080 0.000 457.33 6.93 2 0 0 0.00 250.07 257.00 PAuE 17 7 FEo 9U 12:02:14 SECNO OEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV 0 GLOB OCH GROb AL03 ACM AROB VOL TWA LEFT /RIGHT TIMt VLCb VCH VROr XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH X LOP) k ITRIAL IOC ICONT CORAR TOPWID ENOST *SECNO 22630.600 2 0 0 0.00 378.86 1392.77 -SECNO 3.OGO 3470 ENCROACHMENT STATIONS= 0.0 1460.0 TYPE= 1 TARGET= 1459.x94 STATIONS= 22600.00 21.15 479.75 O.JO 0.00 481.48 1.73 1.44 0.011 473.00 16000. 5423.% 10379. 193. 1230. 816. 64. 249. 37. 474.70 0.15 4.41 12.72 3.01 0.080 0.045 0.080 0.000 458.60 1182.66 0.004766 370. 380. 350. 2 0 0 0.00 277.34 1460.00 -SECNO 1.500 2 0 0 0.00 307.22 333.00 3470 ENCROACHMENT STATIONS= 53.0 454.0 TYPE= 1 TARGET= - 53.000 1.31 21.95 4i0.93 0.1J0 0.00 482.58 1.63 1.09 0.01 473.40 16000. 3 12949. 2199. 246. 1152. 599. 262. 39. 472.00 0.15 3.47 11.24 i.t,7 0.080 0.045 0.080 0.000 459.00 53.00 0.0J3Zc3 255. 2d5. X75. 2 0 0 0.00 210.66 263.86 *SECNO 2.000 3470 ENCROACHMENT STATIONS= 0.0 269.0 TYPE= 1 TARGET= 265.499 2.UJ 22.15 441.7 J.1 0.00 483.62 1.87 0.96 0.07 +74.00 160Uu. 082. 13057. 2261. 214. 1087. 593. 275. 40. 472.00 U.16 3.19 12.01 3.�1 U.030 0.045 0.050 0.000 459.63 51.99 0.003574 255. 285. i7G. 2 0 0 0.00 214.03 261.00 -SECNO 23900.000 3301 MV CHANGEO MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 0.0 1395. -) TYPE= 1 TARG °_T= 1394.999 23900.UU 21.66 434.66 0.00 0.00 435.23 0.57 1.48 0.13 473.00 16000. 2U15. 13906. 1�. 900. 2170. 18. 31o. 45. 400.00 0.20 2.U3 6.44 1.06 0.090 0.045 0.080 0.000 463.00 1013.91 0.001334 750. 730. 590. 2 0 0 0.00 378.86 1392.77 -SECNO 3.OGO 3470 ENCROACHMENT STATIONS= 0.0 333.0 TYPE= 1 TARGET= 332.999 3.00 2J.96 455.13 0.00 0.00 485.91 0.75 0.62 0.05 475.00 10000. 1031. 13773. 1196. 493. 1855. 455. 346. 43. 475.00 U.21 2.09 7.42 2.13 0.080 0.045 0.060 0.000 464.30 25.78 0.001433 310. 415. 45U, 2 0 0 0.00 307.22 333.00 PAGE 18 7 rEd 90 12:02:14 SECNO DEPTH CWSEL CkIwS WSELK E HV HL OLOSS BANK ELEV G QL03 OCH JROB ALOI ACH AR08 VOL TWA LEFT /RIGHT TIME VLOB VCH VROd XNL XNCH XNR WTN ELMIN SSTA SLOPE ALOBL XLCH XLOER !TRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 4.000 3301 HV CHANGED MOPE THAN HVINS 3470 ENCROACHMENT STATIONS= 0.0 314.0 TYPE= 1 TARGET= 313.999 4.00 2C.24 485.94 O.UG 0.00 487.23 1.28 1.16 0.16 4aJ.CO 16000. 674. 15326. u. 232. 1652. 0. 374. 51. 100000.00 0.23 2.39 9.23 0.00 0.080 0.050 0.080 0.000 465.70 76.45 0.003425 350. 560. 540. 2 0 0 0.00 237.55 314.00 *SECNO 5.000 3470 ENCROACHMENT STATIONS= 0.0 353.0 TYPE= 1 TARGET= 352.999 S.UJ 2U.91 436.c1 O.OU 0.00 487.63 0.82 0.30 0.05 +EU.00 15500. 322. 13415. 170,'. 157. 1730. 739. 382. 52. 430.00 U.24 2.05 7.75 2.36 0.030 0.05U 0.080 0.000 465.90 47.12 0.001636 130. 145. loo. 2 0 0 0.00 305.83 353.00 *SECNU 24930.000 3470 LNCROACHMENT STATIONS= 0.0 1430.0 TYPE= 1 TARGET= 1429.999 24930.00 20.97 457.37 0.70 0.00 488.00 0.62 0.35 0.02 472.00 15500. 5215. 9976. 30 9 . 1517. 1333. 162. 394. 53. 430.00 U.25 3.44 7.4g 1.91 0.080 0.050 0.080 0.000 466.40 1143.13 0.0J1543 170. 220. 15 2 0 0 0.00 23o.67 1430.00 *SECNU 6.000 3470 ENCROACHMENT STATIONS= 0.0 315.7 TYPE= .1 `:TARGET= 314.999 o.GJ 2J.39 497.19 0.00 0.00 488.29 1.10 0.15 0.14 47o.OG 155JO. 2293. 12302. 900. 755. 1321. 302. 399. 53. 476.03 0.e5 3.04 9.31 2.98 0.080 0.050 0.080 0.000 466.80 49.02 0.002393 50. 90. 95. 2 0 0 0.00 265.93 315.00 PAGE 14 * SECNO 250a5.0J0 3301 HV CHANGED MORE THAN HVINS 7 FEd 90 12:02:14 SECNO DEPTH CWSEL CRIWS USELK EG MV HL OLOSS BANK ELEV Q UL08 QCH VROb AL09 ACH AR08 VOL TeA LEFT /MIGHT TIM-- VLO8 VCH VP.ON XNL XNCH XNR MTN ELMIN SSTA SLOPE XL08L XLCA XLObR ITRIAL !DC ICONT CORAR TOPAID ENOST 3470 ENCROACHMENT STATIONS = 0.0 1557.3 TYPE= 1 TARGET= 1666.999 25Oo5.OU 19.76 4 - 36.86 U.00 0.00 488.80 1.94 0.26 0.25 480.70 15530. 13e.0. 1 334. c40. 33 ?. 1116. 176. 402. 54. 479.10 0.25 3.40 11.95 ...7c 0.030 0.045 0.060 0.000 467.10 1431.79 0.005215 45. &U. 85. 2 0 0 0.00 235.22 1667.00 *SECNO 25135.000 3470 ENCROACHMENT STATIONS = 0.0 1657.3 TYPE= 1 TARGET= 1650.999 25135.00 20.35 4n7.35 0.0O 0.00 489.06 1.71 0.24 0.02 481.40 15500. 1632. 13192. o75. 404. 1171. 150. 404. 54. 479.00 0.25 3.51 11.26 4.52 0.080 0.045 0.060 0.000 467.00 1430.21 O.UO4371 40. 50. F0. 2 0 0 0.00 226.79 1657.00 *SECNO 251d5.000 3470 ENCROACHMENT STATIONS= 0.0 1230.0 TYPE- 1 TARGET= 1229.99? 25165.0 2J.12 417.72 0.J0 0.00 489.26 1.54 0.18 0.02 479.70 155Ju. 20'7. 12035. 138.:. 549. 1087. 230. 400. 54. 478.50 0.25 3.79 11.03 + .c 0.060 0.045 0.063 0.000 467.60 1031.14 O.OU2994 5J. 50. 4Q. 2 0 0 O.UU 198.86 1230.00 *SECNO 25235.000 3470 ENCROACHMENT STATION S= 0.0 1230.1 TYPE= I 1 TARGET= 1229.999 25235.00 20.41 438.31 U.OU O.UO 489.42 1.10 0.11 0.04 460.50 155UU. 719. 13522. 1Sa. 239. 1513. 367. 408. 55. 480.00 U.26 2.49 8.93 3.43 0.(J80 0.045 0.060 0.000 467.90 1013.41 0.001801) 50. 50. 5v. 2 0 A 0.00 211.53 1230.00 *SECNO [5280.000 25260.00 21.25 438.65 0.00 0.00 489.51 0.85 . 0.07 0.02 482.20 15500. 50. 14593. 352. 40. 1918. 329. 411. 55. 461.00 0.26 1.41 7.01 2.59 0.080 0.045 0.060 0.000 407.40 1026.33 0.001[47 55. 4.5. �5. 2 0 0 0.00 197.40 122.23 PAGE 20 7 �;E3 9U 12:02:14 S ECNO DEPTH C/SEL CRIWS WSELK EG NV ML OLOSS 5ANK ELEV 0 OL08 OCM OROB ALOE ACM ARDS VOL TWA LEFU RIGHT TIM_ VLOB VCM VRO2 XNL XNCM XNR WTN ELMIN 3STA SLOPE XLOEL XLCH XL .^52 ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 25325.000 25325.01 21.62 438.9 0.00 0.00 489.58 0.65 0.05 0.02 487.00 155JO. 5. 15326. 1461. 9. 2351. 86. 413. 55. 434.00 U.20 0.58 6.52 1. 0.080 0.045 0.060 0.000 467.30 1013.78 0.GU1075 50. 45. 3J. 2 0 0 0.UO 134.42 1193.20 *SECNO 25375.000 25375.()0 21.11 499.01 0.00 0.00 489.63 0.63 0.06 0.00 491.30 155UU. C. 11500. G. 0. 2441. 0. 416. 55. 490.00 U.20 0.00 6.35 O.JO 0.080 0.045 0.060 0.000 457.90 1009.06 0.001151 50. 50. 50. 2 0 0 O.UO 170.76 1179.82 *SECNC 25421.000 25421.UO 21.26 439.26 C.00 0.00 489.70 0.43 0.04 0.02 495.00 15510. 0. 15500. 0. 0. 2935. 0. 419. 55. 495.00 0.26 0.UO 5.29 O.UO 0.080 0.045 0.060 0.000 468.00 1100.37 0.000746 84. 46. 10. 2 0 0 0.00 198.76 1299.13 CCHV= J.300 CENV= J.SCJ *StCNO 25422.000 3255 DIVIDED FLOW 3370 NORMAL 5RIOuEiN,'0= 4 MIN ELTRL = 495.00 MAX ELLC= 491.75 25422.00 21.25 0.00 489.71 0.47 0.00 0.02 495.00 15500. 0. 15500. 0. 2829. 0. 419. 55. 495.00 0.20 0.00 5.41 O.UCJ 0.080 0.028 0.080 0.000 468.00 1100.39 0.000493 1. 1. 1. 1 0 �,0 0.00' 193.73 1299.12 *SECNO 25542.000 326'5 DIVIDED FLOW 3370 NORMAL BRIDGE.NRD= 4 MIN ELTRG= 4)5.00 4AX ELLC= 491.75 25542.00 20.60 439.30 0.10 0.00 489.79 0.49 0.06 0.01 495.00 15500. 0. 15500. 0. 0. 2753. 0. 426. 56. 495.00 0.27 0.00 5.63 0.00 0.090 0.028 0.080 0.000 468.70 1100.24 0.000539 120. 120. 12D. 2 0 0 0.00 193.97 1299.21 PAGE 21 7 FEd 90 16,:02:14 439.17 13.uL C.00 490.11 0.93 0.07 0.03 SECNO DEPTH CWSEL CRIMS GSELK FG HV HL OLOSS BANK ELEV 0 OLO8 9CH UkOa ALC8 ACH AR03 VOL TWA LEFT /RIGHT TIMt VLOB VCH Vk c XNL XNCM XNR WYN ELMIN 5STA SLOPE XLOBL XLCy XLOHR ITRIAL IDC ICONT CORAR TOPWID ENOST *SECNO 25543.000 25068.00 20.26 4:9.36 0.00 0.UO 490.20 0.82 0.08 0.01 25543.OU 20.65 43x.35 0.00 0.00 489.80 0.45 0.00 0.01 495.00 15500. 0. 15500. 0. 0. 2864. 0. 426. 56. 495.00 0.27 O.UO 5.41 0.06 3.080 0.028 0.080 0.000 468.70 1100.13 0.000314 1. 1. 1. 2 0 0 0.00 199.20 1294.33 *SECNO 25568.000 25568.00 2J.27 499.17 0.00 0.00 490.01 0.84 0.01 0.19 485.00 155UO. 13. 15415. 67. 17. 2094. 64. 421. 50. 415.00 0.27 1.04 7.30 1.)5 0.03) 0.045 0.080 0.000 468.90 101.6t U.OU1376 5. 25. 75. 2 0 0 0.00 179.61 1191.27 CCHV= 0.100 CEHV= 3.300 •StCNU 25016.000 25018.00 19.57 439.17 13.uL C.00 490.11 0.93 0.07 0.03 485.)0 15500. 19. 11372. 106. 17. 1975. 100. 430. io. 445.00 0.27 1.12 7.78 1.08 0.030 0.045 0.080 0.000 469.50 1013.65 0.001571 20. 50. 50. 2 0 0 0.00 196.70 1210.35 *SECNO 2J668.UJO 25068.00 20.26 4:9.36 0.00 0.UO 490.20 0.82 0.08 0.01 445.00 15500. 51. 15307. 142. 33. 2097. 129. 433. 56. 495.00 U.27 1.56 7.30 1.10 0.081) 0.045 0.080 0.000 469.10 1022.99 0.001547 55. 50. 50. 2 0 0 0.00 234.32 1257.31 PAGE 22 7 FES 40 12:02:14 R* r* rwRwrRr* R* xRRwrRx *t *t * # * rR ►wRRwr #tR *w * * #x * * *RR HEC2 RELCASE DATED NOV 7S UPDATED MARC 1982 ERROR CORR - 01.02.93.04,05 MODIFICATION - 50.51.52.53.54.55 x *Rwr *rRxR * *w *r *xr *rwxr * #R rf . *RR # *rw♦r• *r # +r # # # RRR PAGE 23 THIS RUN EXECUTED 7 FEB 90 12:02:33 NOTE- ASTERISK ( *) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST GRAPEVINE CREEK FILE SUMMARY PRINTCUT TABLE 150 SECNO XLCH ELTRD ELLC °_LMIN 0 CWSEL CRIWS EG 10KrS VCH AREA .01K 18600.000 0.00 0.00 0.00 447.40 5220.00 462.78 0.00 +03.09 20.93 4.69 1373.31 1141.04 16600.0u0 J.JO O.JO 0.00 447.40 16000.00 463.45 J.1)O 4od.75 11. 9 5.26 4405.67 4699.47 16615.000 15.00 u.00 0.00 447.40 5220.00 462.82 0.00 463.12 2J.51 4.66 138t.48 1152.69 18615.000 15.00 0.00 0.00 447.40 16000.00 466.47 J.JO 468.77 11.52 5.25 4415.35 4714.80 18050.000 35.00 0.00 0.00 447.50 5220.00 462.50 0.00 463.65 46.26 d.51 611.50 751.45 18650.000 :5. 00 O.uu 0.00 447.50 16000.00 468.42 0.00 466.92 21.22 7.75 4011.96 3473.53 0.100 510.00 O.UU 0.00 449.00 5210.00 464.65 O.ou 405.09 17.2o 5.40 1264.03 1256.16 0.100 510.00 u.u0 0.00 449.00 16500.00 469.23 0.00 469.68 21.90 7.58 368U.08 3526.13 0.200 397.00 O.JU 0.00 450.20 5210.00 465.28 463.27 466. 3 67.17 9.52 690.69 55.02 U.ZOJ 393.00 0.00) 0.')0 450.20 16500.00 470.15 3.00 470.4o 43.92 9.59 3463.o5 2439.05 0.300 450.00 0.0u 0.00 451.00 5210.00 467.95 0.00 406.53 20.59 5.90 1724.97 1148.21 0.300 450.00 0.UO 0.00 451.00 16500.00 471.77 J.00 472.38 3U. 28 9.31 3865.27 2998.41 20540.000 540.00 0.00 0.00 452.60 SZ10.06 468.75 0.00 469.01 9.43 4.34 1833.02 1690.79 2u540.000 54J.00 0.00 0.00 452.60 16500.Ob 472.35 0.00 473.49 19.45 7.71 3686.85 3741.35 0.500 435.00 o.uo 0.00 454.00 5130.00 469.20 0.00 469.33 5.10 3.23 2252.32 2076.75 0.500 435.00 J.00 O.UO 454.00 16100.00 473.74 0.00 474.11 12.01 5.30 4209.28 4645.09 0.600 390.00 3.1)0 0.00 :55.00 5130.00 469.17 0.00 470.05 41.36 7.54 580.77 797.64 0.000 390.00 0.00 0.00 455.00 16100.00 473.55 0.00 475.49 oo.27 12.3o 2127.92 1977.74 21oy0.000 325.00 O.OU 0.00 455.90 5130.00 470.47 J.JO 471.62 51.76 8.50 60o.27 717.92 21690.000 325.30 0.00 O.UO 455.90 16100.00' 475.49 0.00 477.58 67.48 13.22 2123.26 1959.96 1.000 530.00 0.00 0.00 457.30 5130.00 472.65 0.00 473.40 23.07 7.01 804.96 1003.09 1.000 530.00 0.00 0.30 457.30 16000.00 478.46 J.JO 479.97 31.55 11.06 2170.59 2648.3'. 7 FEb 90 12:02:14 PAGE 24 SECNO XLCH ELTR0 ELLC EL MIN 0 CMSEL CRIWS E 1OK *S YCH AR2A .u1K 2260U.000 330.00 0.00 0.00 453.60 5130.00 473.39 464.49 474.04 55.67 10.10 583.34 o17.56 Z2ouu.000 3GJ.30 O.uu O.JO 453.oU 16000.00 479.75 O.JO 461.4: �7.0o 12.72 2110.60 2317.75 1.560 2x5.00 0.00 0.00 -* 59.00 5130.00 475.26 0.30 475.43 2U.12 5.63 Bo 8.41 11.3.65 1.500 285.00 0.00 0.00 45x.00 16000.00 480.95 J.UO 482.56 32.63 11.24 199o.67 27 2.000 285.00 0.00 O.OU 459.60 5130.00 475.79 0.00 476.57 23.03 7.18 781.03 1008.89 2.000 285.JO O.:JG 0.00 459.60 16000.00 481.75 O.JO 483.62 35.76 12.01 1993.39 2674.95 23900.000 730.00 O.Gu O.UO 463.00 5130.00 477.64 O.JO 476.24 21.67 5.06 1014.41 1102.04 23900.000 730.00 O.UO 0.00 463.00 16000.00 484.66 O.Ou 485.23 13.34 6.44 3176.37 4330.46 3.OJ0 465.00 0.00 0.00 464.30 5130.00 476.66 0.00 479.01 13.01 4.92 1150.93 1422.33 S.GJO 465.00 O.Uu O.OG 464.30 16000.00 485.16 0.00 465.91 14.33 7.42 2803.11 4226.90 4.000 560.00 0.00 0.JO 465.70 5130.00 479.59 0.00 480.13 30.37 5.94 864.25 930.81 4.OJO 560.00 0.00 0.00 465.70 16000.00 485.94 0.00 487.23 3v.25 9.28 1934.47 2733.93 5.000 145.00 0.00 0.00 465.90 5030.00 480.06 0.00 480.47 16.74 5.09 987.78 1229.50 5.000 145.00 0.00 0.00 465.90 15500.00 486.81 0.00 487.63 13.58 7.75 2625.39 3015.72 24930.000 220.00 O.Ju 0.00 466.40 5030.00 480.47 0.00 480.81 14.45 5.13 1296.25 1323.34 2493U.UJ0 220.00 0.00 0.00 465.40 15500.00 487.37 0.00 486.00 15.43 7.48 3012.13 3946.37 0.000 90.00 0.00 0.00 465.80 5030.00 480.44 0.00 481.04 Z1.00 9.26 855.55 1032.37 0.000 90.00 3.uo 0.00 466.60 15500.00 487.19 0.00 4t3.29 23.93 9.31 2378.38 31ob.35 25U65.000 80.00 0.1jO 0.00 467.10 5030.00 480.12 0.00 481.63 93.61 9. ?6 511.65 5Uo.01 25035.000 80.00 O.Cu 0.00 467.10 15500.00 486.86 0.00 4b8.d0 52.15 11.05 1682.23 214o.40 25135.000 50.00 O.00 0.00 467.00 5030.00 480.97 0.00 482.04 56.36 9.32 610.48 to7.03 25135.000 50.00 G.OG 0.00 467.00 15500.00 487.35 0.00 :89.36 43.71 11.26 1795.31 2344.45 25135.000 50.00 U.00 0.00 4o7.60 5030.00 481.52 0.00 482.24 22.55 7.02 835.o1 1053.24 25165.000 50.00 0.00 0.00 467.50 15500.00 487.72 0.00 489.26 29.94 11.08 1921.52 2832.75 25235.000 50.00 0.00 0.00 467.90 5030.00 481.93 0.00 482.35 11.26 5.21 999.18 1499.31 25235.OGO 50.00 0.00 0.00 467.90 15500.00 488.31 0.00 489.42 1d.JO 6.93 2169.57 305,.10 25260.000 45.00 O.UU 0.00 467.40 5030.00 482.14 0.00 482.41 6.61 4.11 1234.70 195o.72 252dO.000 45.00 O.OU 0.00 467.40 15500.00 488.65 0.00 489.51 12.47 7.61 2280.99 4383.89 25325.000 45.00 0.00 0.90 467.30 5030.00 482.23 0.00 482.44 o.06 3.66 1373.84 2043.64 i5325.GGO 45.00 U.00 0.00 467.30 15500.00 488.92 3.00 489.58 1J.75 5.52 2445.23 47_6.U2 25375.000 50.00 J.GU 0.uO 4o7.90 5030.00 482.27 0.00 4b2.47 5.84 3.59 1402.oO 20d2.11 25375.000 50.00 O.U0 0.00 467.90 15500.00 489.01 0.00 489.53 11.51 6.35 2440.34 4558.63 25421.000 46.00 0.00 0.00 461.00 5030.00 482.36 0.00 482.50 4.J3 3.01 1672.01 25J6.23 254[1.000 46.00 0.00 O.JO 463.00 155UO.00 . 489.26 J.00 4d9.70 7.48 5.28 2934.75 56�6.d0 7 FEd 90 12:02:14 i PAGE 25 SECNO XLCH ELTRD =LLC ELMIN 0 CWSEL CRIWS EG lUK *S VCH AREA .01K 25422.000 1.00 x95.00 491.75 468.00 5030.00 482.35 0.00 482.50 2.51 3.14 1602.57 3174.03 25412.000 1.00 495.60 91.75 468.00 15500.00 489.25 J.UU 4b9.71 4.98 5.48 2329.25 0943.89 25542.000 120.00 495.60 491.75 463.70 5030.00 482.38 J. 48 2. 55 2.01 3.30 1523.66 2949.91 25542.000 120.00 495.06 491.75 468.70 15500.00 499.30 0.30 489.79 1.39 5.63 2752.56 oo79.2:s 25543.000 1.00 0.76 0.00 463.70 5030.00 482.39 0.00 482.55 1.33 3.16 1590.99 372U.64 2.-)..)43.00)0 1.00 O.uu 0.00 469.70 15500.00 499.35 0.J0 489.30 3.14 5.41 2do3.96 674o.94 255o8.000 25.00 0.00 0.00 468.90 5030.00 482.34 0.00 482.62 3.08 4.24 1186.52 1707.69 25508.000 25.00 0.00 0.00 468.90 15500.00 489.17 0.00 490.01 13.78 7.3o 2175.23 4175.89 25618.000 50.00 0.00 0.00 469.50 5030.00 482.36 0.00 482.58 10.06 4.53 1111.06 1536.25 2561b.000 50.00 0.00 0.00 469.50 15500.00 , 489.17 3.00 490.11 15.71 7.78 2092.72 3910.1) 25668.000 50.00 0.00 0.00 469.10 5030.00 482.40 0.30 482.74 11.00 4.67 1077.030 1472.84 25668.000 50.00 0.00 0.00 469.10 15500.00 489.38 0.00 490.20 15.47 7.30 2259.08 394U.4o 7 FE* 90 12:02:14 PAGE 20 GRAPEVINE CREEK FILE SUMMARY PRINTOUT TABLE 150 SECNU 0 CWSEL DIFWSP DIFWSX OIFKWS TOPWIO XLCM 16600.000 5220.00 462.78 0.00 0.00 0.00 418.68 0.00 18oJO.000 16000.00 4c8.45 5.67 0.00 0.00 614.26 0.00 16015.000 5220.00 462.62 0.00 0.04 0.00 420.51 15.00 1bo15.OJU 16000.00 468.47 5.65 0.02 0.00 614.66 15.00 18050.000 5220.00 462.50 0.00 -0.32 0.00 116.23 35.00 1do�0.OJ0 16000.00 44t3.4t 5.92 -0.05 0.00 776.10 35.11)0 0.100 521J.00 464.65 0.00 2.15 0.30 521.51 510.00 0.1UO 16500.00 409.23 4.58 0.81 0.00 616.52 5113.00 0.200 5210.00 465.23 0.00 0.63 0.00 338.77 390.00 0.200 16500.00 470.15 4.87 0.92 0.00 677.29 390. 0.300 5210.00 467.95 0.00 2.o7 0.00 505.94 450.00 U.300 16509.00 471.77 3.52 1.62 0.00 592.08 45U.UO 20540.000 5210.00 468.75 0.00 0.80 0.00 416.88 540.00 20540.000 16500.00 472.65 4.09 1.08 0.00 488.25 540. 0.500 5130.00 409.20 3.00 0.44 0.00 359.73 435.00 0.500 16100.00 473.74 4.54 0.89 0.00 487.04 435.00 0.600 5130.70 469.17 0.00 -0.03 0.00 81.25 390.00 0.600 10100.00 473.55 4.39 -0.19 0.00 464.y1 39).J0 21090.000 5130.00 4713.-7 0.00 1.30 0.00 107.33 325.J0 21ovu.000 10100.00 475.49 5.02 1.94 0.00 434.57 325.UO 1.000 5130.00 472.65 0.00 2.18 0.00 161.73 530.00 1.000 10000.00 478.46 5.80 2.97 0.00 250.07 530.00 22600.000 5130.00 473.39 0.00 0.73 0.00 180.61 380.UO 22000.000 10000.00 479.75 6.30 1.29 0.00 277.34 380.00 1.500 5130.00 475.26 0.00 1.87 0.00 157.75 285.00 1.500 16000.00 480.9; 5.69 1.21 0.00 210.36 285.00 2.000 5130.00 475.79 0.00 0.53 0.00 124.71 285.00 2.000 10000.00 461.75 5.96 0.80 0.00 214.00 265.30 23900.000 5130.00 477.84 0.00 2.05 0.00 164.60 730.00 23900.000 16000.00 484.66 6.82 2.91 0.00 378.86 730.00 3.000 5130.00 473.6c 0.00 0.32 0.00 184.26 4o5.30 3.000 16000.00 485.16 5.50 0.50 0.00 307.22 465.00 7 FEd 90 12:02:14 SECNO Q LwSEL OIFASP DIFWSX DIFKWS TOPWIO XLCH 4.000 5130.00 479.59 0.00 0.93 0.00 121.35 560.00 4.00G 16000.00 485.x4 6.36 0.78 0.00 237.55 560.00 5.000 5030.00 480.06 0.00 0.48 0.00 113.54 145.00 5.000 15500.00 485.81 5.75 0.87 0.00 305.68 145.00 24930.000 5030.00 480.47 0.00 0.40 0.00 197.00 220.00 24930.OUG 15500.00 487.37 5.91 0.56 0.00 286.37 22J.JO 0.000 5030.00 460.44 0.00 -0.03 0.00 12o.14 9 0. 00 6.000 15500.00 447.19 o.76 -0.18 0.00 205.98 90.00 25G85.000 5030.00 460.12 0.00 -0.32 0.00 92.25 80.00 15U65.000 1550J.00 4bo.3o 6.74 -0.33 O.UO 235.22 80. .)0 25135.000 5030.00 480.97 0.00 0.85 0.00 95.54 50.00 25135.000 15500.00 487.35 0.38 0.49 0.00 226.79 50.00 25195.000 5030.00 481.51 0.00 0.55 0.00 137.68 SU.00 251di.UOG 15500.00 487.71 5.20 0.36 O.OG 196.66 50.00 25235.000 5030.00 481.93 0.00 0.41 0.00 138.85 53.00 25135.000 15500.00 483.31 6.39 0.60 0.00 211.58 50.00 25260.000 5030.00 482.14 0.00 0.21 0.00 123.93 45.00 15230.000 15503.00 466.o5 t.51 0.34 0.00 197.40 45.00 25325.000 5030.00 462.23 0.00 0.09 0.00 136.04 45.')0 15325.000 15500.00 486.92 5.59 3.27 0.00 184.42 45.00 25375.000 5030.00 482.27 0.00 0.04 0.00 140.05 50.00 15375.000 15500.00 469.)1 5.74 U.09 0.00 170.76 5J. 00 25421.000 5330.00 482.30 0.01) 0.09 0.00 166.96 4D.00 25421.000 15500.00 489.2o 0.91 U.25 0.00 198.76 40.00 25422.000 5030.00 482.55 0.90 -0.01 0.0 161.97 1.00 25422.OGO 15500.00 469.15 6.90 -0.02 O. OD 193.73 1.00 25542.000 5030.00 482.36 0.00 0.02 0.00 161.58 120.00 25542.000 15500.30 489.30 5.92 0.05 0.00 193.97 120.00 25543.000 5030.00 482.39 0.00 0.02 0.00 166.59 1.30 25543.000 15500.00 489.35 8.95 0.05 0.00 199.20 1.JO 25568.000 5030.00 482.34 0.00 -0.05 0.00 124.37 25.00 255o8.000 15500.00 489.17 5.33 -0.18 0.00 179.61 25.00 25618.000 5030.00 482.36 0.00 0.02 0.00 117.57 50.00 25018.000 15500.00 489.17 6.131 0.01 0.00 196.70 50.00 PAGE 27 7 FE3 90 12:02:14 SECNO C CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCM 25606.000 5030.00 482.40 0.00 0.04 0.00 122.18 5J.00 25008.000 15500.00 489.5tf 6.78 0.21 0.00 234.32 50.00 PAGE 2 t 7 FEd )?0 12:02:14 RAGE 24 SUMMARY OF ERRORS AND SOECIAL NCT£S 7 FEn 90 12:02:36 PAGE hEC2 RELEASE DATED NOV 76 UPDATED MARC 1982 ERROR CORR — 01r02p03p04oQ5 MODIFICATION — 5051.52.53.54.55 THIS RUN EXECUTE) 7 FES 9'J 12:02:36