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Vista Ridge 1st P-SY 850131ENGINEERING CREATION REPORT FOR DENTON COUNTY LEVEE IMPROVEMENT DISTRICT NO. I JANUARY, 1985 DANNENBAUM ENGINEERING CONSULTING ENGINEERS DALLAS, TEXAS CORPORATION & BURGE S, INC. //=/ENGINEERS · PLANNERS · SURVEYORS [] 1100 MACON STREET / FORT WORTH, TEXAS 70102 / (817) 335-2611 © 1225NO~THLOOPWEST/SUITESOO/HOUSTON, TEXAS77008/(713)869-7900 7950 ELMBROOK DRIVE / SUITE 250 / DALLAS, TEXAS 75247 / (214) 638-0145 DATE f/ ~/,¢~ l JOB NO. z. o z,z RE: ATTENTION:. WE ^rE Herewith ~ In accordance with your request [] Under separate cover via: [] Messenger [] Blueprinter [] Mail 1~ Receipt and return duplicate to Carter & Burgess, Inc. [] Carrier THE FOLLOWING: [] Original tracings [] Prints [] Copy of letter [] Reproducibles [] Specifications [] Other NO. OF DATE DRAWING DESCRIPTION COPIES NO. THESE ARE TRANSMITTED AS CHECKED BELOW: [] For approval [] Furnish as Submitted [] Revise and resubmit copies for approval [] For your use [] Furnish as corrected [] Submit copies for distribution ,~ For your information [] Returned for corrections [] Return corrected prints [] For review and comment [] Submit specified item [] [] FOR BIDS DUE 19 [] PRINTS RETURNED AFTER LOAN TO US REMARKS COPIES TO: SENT BY: If enclosures are not as noted, kindly notify us at once. DANNENBAUm ENGINEERING CORPORatIOn CONSULTING ENGineERS I545 W. MOC~:INGBIRD, SUITE 3000, DALLAS, TEXAS 75235 AREA CODE 214/638-0145 January ll, 1985 Denton County Commissioners Court 401 West Hickory Denton, Texas 76201 Gentlemen: T,e accompanying report entitled Engineering Creation Report for Denton County Levee Improvement District No. 1 ,as been prepared to accompany the petition for creation of the District. The report contains the proposed' plan of reclamation including proposed District boundary, design criteria, backwater calculations, exhibits, construction cost estimates, and a summary of total project costs. The estimated total bond fund requirement includes costs for construction, operation and maintenance of the system. A projected tax rate necessary to amortize the bonds is also included. We trust that the information presented herein fulfills the requirements of the Commissioners Court. If we can provide any further information to assist in your review, please contact us. Sincerely, DANNENBAUM ENGINEERING CORPORATION Phil Deaton, P.E. Project Manager PD;sw;41OSA 1354-0 TABLE OF CONTENTS SECTION NO. INTRODUCTION 1.O1 General II. GENERAL CONDITIONS 2.01 Description of Area 2.02 Topography III. DESIGN CONSIDERATIONS 3.01 General 3.02 Existing Denton Creek Flood Hazards 3.03 Proposed Flood Protection 3.04 Interior Drai.nage IV. PROPOSED PLAN OF RECLAMATION 4.01 Proposed Improvements 4.02 Denton Creek Channel Improvements 4.03 Levee Improvements 4.04 Reclamation Using Compacted Fill 4.05 Interior Drainage Facilities Ye PROJECT COSTS $. O1 General VI. FEASIBILITY 6.0l Engineering Feasibility 6.02 Economic Feasibility PAGE NO. 9 g 10 11 ll 12 15 15 LIST OF TABLES TABLE NO. 3.1 3.2 5.1 5.2 TITLE lO0-Year Water Surface Elevations, Existing and Proposed Conditions 500-Year Water Surface Elevations, Existing and Proposed Conditions. Summary of Project Costs Preliminary Construction Cost Estimate PAGE NO. 7 13 14 .... DANNENBAUM ENGINEERING CORPORATION LIST OF EXHIBITS EXHIBIT NO. TITLE 2. 3. 4. 5. 6. 7. 8. 9. Location Map Vicinity Map Existing Flood Plain and Backwater Section Locations Proposed Improvements Water Surface Profile Typical Cross Sections Property Owners Property Ownership Names and Addresses District Boundary APPENDICES Denton Creek lO0-year HEC-2 Water Surface Profile Computations - Existing Conditions Denton Creek lO0-year HEC-2 Water Surface Profile Computations - Proposed Conditions ii ...... DANNENBAUM ENGINEERING CORPORATION SECTION I INTRODUCTION 1.01 General. The purpose of this report is to present engineering and economic data and other background information necessary for the creation of the 938.337 acre Denton County Levee Improvement District No. 1 (hereinafter referred to as the "District") located along Denton Creek in the southern portion of Lewisville, Texas as shown on Exhibit 1. This report contains a description of the area, the proposed plan of reclamation including design criteria, and an estimate of the project costs. The feasibility of the project is also discussed. Approximately 72 percent of the land included in the District is located in the flood plain of Denton Creek. The proposed improvements will provide flood protection to the area thereby allowing development of property within the District. -1- ....... OANNENB&UM ENGINEERING CORPORATION SECTION II GENERAL CONDTIONS 2.01 Description of Area. The proposed Denton County Levee Improvement District No. 1 is located within the corporate limits of Lewisville, Texas as shown on Exhibit 2. The District is bounded on the south by Denton Creek, on the west by Denton Tap Road, and on the northeast by Interstate Highway 35E. The north and east boundaries following existing property lines. Of the 938.337 acres within the District, 876.674 acres are located within Denton County with the remaining 61.663 acres located in Dallas County. Adjacent, property owners are shown on Exhibits 7 and 8. A metes and bounds description of the District is included as Exhibit 9. The proposed District is approximately 4 miles from downtown Lewisville and 18 miles from downtown Dallas. Access to the District is provided by Interstate Highway 35E, State Highway 121, Denton Tap Road and FM 3040. An extensive system of streets will be constructed within the District as the area is developed. Denton Creek, a tributary of the Elm Fork of the Trinity River, is located along the south boundary of the District. The Elm Fork is located approximately one mile to the east. Approximately 673 acres of the District lie within the lO0-year flood plain of Denton Creek and the Elm Fork. -2- ~ ; DANNENBAUM ENG*INEERING CORPORATION 2.02 Topography,. The property comprising the proposed District varies from relative fl at flood plain land along Denton Creek to a small area of moderately steep hills located in the northwest portion of the District. The flood plain land varies from elevation 446 to 456 while the highest elevation of the hill area is elevation 540. The flood plain varies in width from 4000 feet near Denton Tap Road to 6000 feet in the central portion of the District. Much of the land has been cleared for use as pasture land, however there are significant areas which remain heavily wooded. The District is drained largely by Denton Creek. A small unnamed tributary to Denton Creek drains the upland portion of the District. -3- ...... DANNENBAUM ENGINEERING CORPORATION SECTION III DESIGN CONSIDERATIONS 3.01 General. The levee and channel improvements and drainage facilities proposed in the Plan of Reclamation for the District are designed to protect lives and property from flooding by Denton Creek and the Elm Fork of the Trinity River. The proposed improvements will be designed to provide a minimum of lO0-year flood protection with the additional requirement that the proposed levee will provide 500-year flood protection. 3.02 Existin9 Denton Creek Flood Hazards. The lO0-year and SOO-year water surface profiles under existing conditions were established using the backwater model developed for the current flood insurance study of Denton Creek which has been approved by the Federal Emergency Management Agency (FEMA). The model was further refined with the addition of four valley sections obtained from one-foot contour interval topographic maps. Starting water surface elevations downstream of the proposed project and lO0-year and 500-year flood discharges within the project area were based on studies of the Elm Fork and Denton Creek conducted by the U.S. Army Corps of Engineers for FEMA. The lO0-year discharge in Denton Creek within the- project area varies from 20,000 to 21,300 cfs. The 500-year discharge is 36,200 cfs. The backwater analysis was performed utilizing the Corps of Engineers computer program HEC-2. -4- .... D&NNENB&UM ENGINEERING CORPORATION The lO0-year flood plain for existing conditions and the location of the valley sections used in the model are shown on Exhibit 3. The existing and proposed condition lO0-year water surface profiles along Denton Creek are shown graphically on Exhibit 5 and are tabulated in Table 3.1. The existing and proposed condition 500-year water surface profiles are tabulated in Table 3.2 with the proposed condition profile shown graphically on Exhibit 5. Copies of the HEC-2 computer printout for the lO0-year flood are included in Appendix A and B. 3.03 Proposed Flood Protection. The backwater model discussed in Paragraph 3.02 was utilized to analyse the affect that a system of levee and channel improvements would have on water surface levels along Denton Creek. The size and location of the proposed improvements were determined using the basic criteria that the improvements should not result in water levels above those allowed in previous FEMA flood insurance studies. The maximum allowable water surface levels adopted by FEMA provide for reclamation of a portion of the Denton Creek flood plain without increasing water levels more than one-foot above levels existing prior to reclamation. The limit of the area which can be reclaimed has been previously established by FEMA for both sides of Denton Creek. The area in which reclamation is not allowed unless improvements to the stream are constructed is designated as the "floodway". The proposed project will reclaim land within the present floodway as established by FEMA. However, the proposed channel improvements will compensate for the encroachment into the floodway and will allow revision of the floodway limits in accordance with .FEMA regulations. -5- DANNENBAUM ENGINEERIN6 CORPORATION TABLE 3.1 IO0-YEAR WATER SURFACE ELEVATIONS DENTON, CREEK EXISTING AND PROPOSED CONDITIONS SECTION NO. 18440 19330 19930 21560 22370 23800 24700 25530 26830 28080 28870 29610 30570 31230 32150 32200 DENTON TAP ROAD 32230 32250 32780 34130 35170 36970 39440 WITHOUT FEMA FLOODWAY EXISTING PROPOSED CONDITIONS CONDITIONS 450.60 450.60 450.81 450.82 451.04 450.91 451.86 451.24 452.76 451.31 453.32 452.02 454.24 452.66 455.03 453.30 456.00 454.42 457.18 455.55 458.35 456.09 459.37 456.97 460.16 457.81 460.98 458.52 461.81 458.87 461.57 459.32 461.82 459.33 462.43 -459.30 462.61 460.97 462.78 461.58 462.99 461.98 465.04 465.35 467.75 467.81 WITH FEMA EXISTING CONDITIONS 451.60 451.75 451.89 452.41 453.26 453.98 455.08 455.86 456.93 458.13 459.31 460.24 461.07 461.80 462.60 462.41 462.56 463.11 463.31 463.59 463.81 465.89 468.68 FLOODWAY PROPOSED CONDITIONS 451.60 451.72 451.77 452.03 452.08 452.64 453.23 453.76 454.88 456.06 456.59 457.33 458.08 458.79 459.08 459.53 459.54 459.49 461.01 462.33 452.78 465.70 468.64 -6- ......... m D~NNEN~AUM EN~INEERINO CORPORATION TABLE 3.2 500-YEAR WATER SURFACE ELEVATIONS DENTON CREEK EXISTING AND PROPOSED CONDITIONS SECTION EXISTING (1) PROPOSED {1) NO. CONDITIONS CONDITIONS 18440 453.00 453.00 19330 453.22 453.17 19930 453.41 453.23 21560 454.01 453.75 22370 454.95 453.86 23800 455.61 455.12 24700 456.59 456.23 25530 457.39 457.16 26830 458.58 459.15 28080 459.77 460.41 28870 461.09 460.97 29610 462.10 461.35 30570 463. O1 461.94 31230 463.71 462.71 32150 464.55 463.09 32200 464.04 462.72 DENTON TAP ROAD 32230 464.52 462.74 32250 465.93 464.17 32780 466.10 464.80 34130 466.52 465.93 35170 466.85 466.36 36970 469.83 469.74 39440 473.31 473.28 (1) Profiles computed assuming flow restricted to area within FEMA floodway used in developing lO0-year profiles with floodway (Table 3.1). -7- DANNENBAUM ENGINEERING CORPORATION 3.04 Interior Drainage. The proposed levee will protect approximately 433 acres of land from flooding by the Elm Fork and Denton Creek with an additional 127 acres reclaimed by placement of earth fill. However, storm runoff from 1.5 square miles of land will accumulate within the area protected by the levee. An interior drainage system will be provided to manage this storm runoff and discharge it to Denton Creek. The system will be designed to safely control runoff from a lO0-year flood and will consist of an interior drainage lake and canal, a stormwater pump station, and a gravity sluice. The interior drainage lake and canal will serve as a means to collect and store runoff within the leveed area. During periods of normal river stages in Denton Creek, water stored in the interior lake will be discharged to the creek through the gravity sluice. A stormwater pump station will be provided to pump storm runoff from the interior lake during periods when higher river stages prevent use of gravity flow. -8- , ,- D&NNENBAUM ENOINEERING CORPORATION SECTION IV PROPOSED PLAN OF RECLAMATION 4.01 ~roposed Improvements. The proposed improvements to be constructed by the District will include construction of a levee, flood control channel, interior drainage lake and canal, stormwater pump station, and gravity sluice, and placement of compacted fill. These improvements will provide for reclamation of approximately 560 acres within the District. Of this total, approximately 433 acres will be protected by the proposed levee, while the remaining 127 acres will be reclaimed by placement of earth fill to an elevation at least one-foot above the lO0-year flood level. The proposed improvements are shown on Exhibit 4. Typical sections of the levee and channels are shown on Exhibit 6. 4.02 Denton Creek Channel Improvements. Water surface profiles for the lO0-year and 500-year floods assuming the proposed Denton Creek channel and levee improvements are constructed were computed using procedures discussed in Section III. These profiles are shown on Exhibit $ and are tabulated in Tables 3.1 and 3.2. The proposed improvements will not significantly increase lO0-year water surface levels within or upstream of the project area. The proposed channel will vary in bottom width from 180-feet to 30-feet as shown on Exhibit 4. The reach of 180-foot channel will be constructed by enlargement of the existing Denton Creek channel. -g- DANNENBAUM ENGINEERING CORPORATION The reach of l O0-foot channel will generally be a new channel to the north of the existing creek. Within this reach the existing creek will not be utilized to carry flood waters. However, base flows will continue to flow down the existing creek. The 30-foot channel will be constructed parallel to the existing creek channel and both will carry flood waters. The proposed flow line of the channel improvements is shown on Exhibit $. The channel will have 3 horizontal to 1 vertical side slopes and its slopes will be grassed for erosion protection. The proposed channel improvements will require excavation of approximately 1,200,000 cubic yards of earth which will be used to construct the proposed levee and to reclaim land using earth fill. Channel improvements will be required under the Denton Tap Road bridge to protect the bridge from scoring velocities. These improvements will include enlargement of the channel and concrete paving of the bottom and side slopes for a distance of approximately SO-feet upstream and downstream of the bridge. 4.03 Levee Improvements. The proposed levee will protect 433 acres from flooding by the 500-year flood on Denton creek. The levee will be constructed of compacted earth fill and will vary in height from 5 feet to l0 feet and will be approximately 9200 feet long. It will have a top width of 12 feet with 4 horizontal to 1 vertical side slopes. The levee will be grassed to provide erosion protection. The levee profile is shown on Exhibit 5. -10- .... Illl D~NNENmAU~ ENGINEERING CORPORAT)ON The levee construction will require approximately 170,000 cubic yards of earth fill which will be obtained from the proposed channel excavation. 4.04 Reclamation Usin9 Compacted Fill. Approximately 127 acres of flood plain will be reclaimed using 1,300,000 cubic yards of material obtained from the proposed channel excavation and interior lake and canal. The area will be filled to a minimum level of one-foot above the lO0-year flood. The fill material will be compacted and sloped to drain. Side slopes of the fill will be 4 horizontal to 1 vertical and will be grassed for erosion protection. 4.05 Interior Drainage Facilities. The interior drainage facilities will consist of a lake and a 6000-foot drainage canal with a total flood storage capcity of 225 acre-feet. A 400,000 gpm storm water pump station and a 10' x 10' gravity sluice will be provided to discharge water from the lake and canal into Denton Creek. These facilities will protect the interior areas from flooding by the lO0-year flood. A storm sewer system will be provided by the developer as the reclaimed area is developed. The location of the proposed facilities are shown on Exhibit 4. Approximately 650,000 cubic yards of earth will be excavated to form the interior lake and canal. This earth will be used to reclaim land as discussed in Paragraph 4.04. -ll- DANNENB&UM ENO)NEERINO CORPORATION SECTION V PROJECT COSTS 5.01 General. The total project cost is estimated to be $18,600,000. A summary of the major elements of cost is presented in Table 5.1. A breakdown of these costs is presented in Table 5.2. -12- D&NNENBAUM ENGINEERING CORPORATION TABLE 5.1 SUMMARY OF PROJECT COSTS Construction Cost 1. Care of Water 2. Clearing and Grubbing 3. Denton Creek Channel Excavation 4. Interior Drainage Lake and Canal 5. Seeding and Sprigging 6. Storm Water Pump Station and Gravity Sluice 7. Erosion Control Structure 8. Improvements to Channel Under Denton Tap Road Bridge 9. Contingencies (15%) 10. Engineering $100,000 250,000 3,000,000 1,625,000 500,000 3,000,000 150,000 200,000 1,325,000 850,000 TOTAL CONSTRUCTION COSTS $11,000,000 B. Non-Construction Costs 1. Legal Fees (2% of BIR*) 2. Financial Advision Fee 3. Capitalized Interest (2 years at ll%) 4. Administrative Bond Issue and other District Expenses 5. Bond Discount (3% of BIR) 6. Purchase of Land (95 acres at $20,O00/acre) 7. Maintenance and Operating Expense 372,000 372,000 4,092,000 131,000 558,000 1,900,000 175,000 TOTAL NON-CONSTRUCTION COSTS TOTAL BOND ISSUE REQUIREMENTS $ 7,600,000 $18,600,000 *Bond issue requirements -13- ...... D&NNENBAUM EN{~INEERING, CORPORATION TABLE 5.2 PRELIMINARY CONSTRUCTION COST ESTIMATE ITEM NO. DESCRIPTION UNIT QUANTITY PRICE AMOUNT 1. Care of Water L.S. 1 $100,000.00 $100,000.00 2. Clearing and Grubbing AC. 250 1,O00.O0 250,000.00 3. Denton Creek Channel Excavation C.Y. 1,200,000 2.50 3,000,000.00 4. Interior Drainage Lake and Canal C.Y. 650,000 2.50 1,625,000.00 5. Seeding and Sprigging AC. 250 2,000.00 500,000.00 6. Storm Water Pump Station and Gravity Sluice L.S. 1 3,000,000.00 3,000,000.00 7. Erosion Control Structure EA. 3 50,000.00 150,000.00 8. Improvements to Channel Under Denton Tap Road Bridge L.S. 1 200,000.00 200,000.00 SUB-TOTAL 15% CONTINGENCIES 8,825,000.00 1,325,000.00 TOTAL CONSTRUCTION COST $10,150,000.00 -14- II DANNENBAUM ENGINEERING CORPORATION SECTION VI FEASIBILITY 6.01 Engineerin9 Feasibility. An examination of this property indicates that it is feasible from an engineering standpoint to provide the levee and drainage improvements described in this report for the District. The cost of these improvements will require the issuance of bonds in the amount of approximately $18,600,000. 6.02 Economic Feasibility,. At full development the area included inside the District should produce a taxable value of approximately $604,600,000. The assesed valuation of the District is estimated as follows: Residential (all types) Comme rci a 1 $200,000,000 404,600,000 TOTAL TAXABLE VALUE $604,600,000 Assuming an 11% interest rate on bonds funds, the average annual debt service payment on $18,600,000 will be approximately $2,140,000 over a 30 year period. Based on a valuation of $604,600,000 and 90% collections, an average tax rate of $0.40 per $100 valuation will provide $2,176,600 for debt service requirements. -15- ,-- D&NNENBAUM ENGINEERING CORPORATION To operate and maintain the complex control structures and to insure proper mowing, cleaning, and maintenance of the drainage ditches, it is proposed that an operation and maintenance tax be established, in the amount of $0.05 per $100 valuation, assuming gO% collections. Based on the above figures, this project is believed to be economically feasi bl e. -16- D,&NNENBAUM ENGINEERING, CORPORATION z _J o HJ. ttON o r~ . -I~/NOI.I.'CN~I3/NI _J I-- b- S~"T'IYQ 3NI"I J.-1313 oo LOCATION MAP EXHIBIT I ~ · ' ,, ,, ' . X. ,.. ,..'~' :~.,~,..,- .~ i , / , .~_ ~ ~ ~1 .4- - - .. '~ , ............. ........ .'% -~,.,<: .... ~ · .. .¢----_% ,¢ ~ '¢,~ ,., ,., '.'. ',, . . .~, , ..... ~...,.,,. ~ _,, , /',,' ~; - 1/~, . . .~, '% · ~'"~'~ ~'~ - ~ '~ ~, . / ,,,;,/ _,~? ~---- ;.q-,.-.¢---t:/' .......... , ~. ~ ~. · !' I I^~ ,.x l ,-:/~'., I:". :..:" '",' ' .'/~ ' -"%*~ '-"'-, ~' : % I i, I :'i, ,-",, :-'/:q ):.. -,:--'.¢ "- --,~' ~x "~,. . N, .,\ ..._-.::::.-- ..... ~ ~ ( ;, ,'. / ,I--- .......... ...... ~ , I ,... ti ~ · - .. ..' ~,~' :.¢' ' ":-.. -, . ,,,,o, ,.-, , , " · - ~m " :- - ~' '- .""..,'--~--- .' [ ' . ~o I ' .,...~' ~ ~ ', ' ~,'" .~.'/i ,~ -) k ~ /' -~ /. c.-?~"~'~..~ ti;.'"~ NN .---- . ."---, I .... : -~- ~...~-- - ,,',"--~'~ ' .... 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[OF ~RTH FILL DE :~N CO "5O PROPOSED IMPROVEMENTS DENTON TAP ROAD BRIDGE DANNENBAUM ENGINEERING CORPORATION 11 CANALS INTERIOR LAKE AND PROPOSED LEVEE ISI.'rION II \1 $ ,, ,/ · · (3 SC/tJ.E IN FEET PuMP STATION 6RA¥i:TY SLUICE AND DISCHARGE D,ENT;q~I. ! COUNTY L.I.D ' N0%JI PROPOSED FLOOD CHANNEy -- TRANSITION PROPOSED IMPROVEMEN'I'S EXHIBIT 4 470 465-- 460 455 Z 0 4,50 445 -- 440 4:55 4:50 40 BACKWATER SECTION LOCATIONS AND NUMBERS ~ / -- i~ ~ ~ ~ 0 0 ~ ~ ~ I I ,o,~w. / TRANSI;ION ,00'a'W. i TRAN,;ITION ; lO0' B; : TRAN- E~lSmlN~ PLUS EXISTING CHANNEL '~ ' ~ ~ITION - CHANN~L~ 500-YEAR FLOOD WITH FLOODWAY~ ENCROACHMENTS- I ~ ~~ ~ ~ PROPOSED CONDITIONS r ' I -~~ ~ ~ / /-~~ ~~ ~MIN. TOP,OF LEVEE 38 :57 :56 :59 .~--APPRO:X EXISTING S~REAM BED i 470 465 --460 455 Z 450 0 --445 1440 435 , 430 35 34 33 3,2 31 30 29 28 27 26 25 24 23 22 21 20 I 9 18 DISTANCE IN THOUSAND FEET ALONG EXISTING STREAM BED FROM CONFLUENCE WITH ELM FORK OF TRINITY RIVER WATER SURFACE PROFILES EXHIBIT 5 COMPACTED FILL -.- I I _ ~4_.~, ! 3',., 500-YEAR WATER SURFACE - ~ '~ · EXISTING DENTON ' ' '~ '~CREEK CHANNEL VARIES I00° TO. 180' EXISTING GROUND / TYPICAL CHANNEL 8~ LEVEE SECTION S =0.5% ... COMPACTED DRAIN TO 4 DOWN DRAINS \'~'-T I , ~ GRASSED SLOPES FOR ~_ ~ I- I \ EROSION CONTROL (TYP.) ~ / "'CHANNEL~ ,,,.__./ //..----EXISTING DENTON CREEK CHANNEL TYPICAL CHANNEL AND FILL SECTION TYPICAL CROSS SECTIONS , EXHIBIT ~6 D ADD SES i,Ottl~ DANNEN_~AUM ENGINEERING CORPORATION ' o' soo' ,ooo' ' = = .... -~ $-;~ SCALE IN FEET ~,, "0 - PROPERs, TY - / '" '~.X~IIBIT 7 PROPERTY OWNERSHIP NAMES AND ADDRESSES 1. Trust~es. £oSystems. Znc. Pool Tn~st 6250 LB~ Freeway Dallas, Texas 752~ 2. Robe~ B. Payne, ~r., e~ c/o Ro~ B. Rash ~soc. Ftrst Ct~ Bank Bldg. ~rland, Texas' 75042 3. ~act Ltvely P.O. Box 20162 Dallas, Texas 75Z20 4. ~. Douglas Adkins ~500 D~nd Sh~ TMr Dallas, Texas 75201 5. C~t Bend Espies 6. ~r~y ~ohn~n [~d~ss Unkn~n) 7. Feltx ~z R~. 1, Box 1758 Car~ 1 ~on, Texas 8. Ftde~ Ramtrez R~. 1, ~x 1754 CarillOn, Texas 75006 g. Oa~s R. Fleming, e~ 14531 ~lon ~11as, Texas 752~ 10. Elste E~ards R~. 1, Box 180 Ca~ll~n, Texas 75006 11. Ctce~o Long R~. 1, Box 182 ~r~ll~n, Texas '75~6 12. Negate Long Rou~e 1, Box 182-A ~11~on, Texas 75~G 13. IHlllam L. Cobb R~. 1, Box 186 C~n'o111~n, Texas 75006 14. ~e~e Long Add~on 15. Charle~ ~Innlsh Ker~s 1910 gtll~p ~11~n, Texas 75~ 16. Sylvta Gravely ~Innish 1910 H~ll~p ~arro11~n, Texas 75~ 17. Kenne~ E. gcInnfs~ 191o Htll~p C~11~n, Tex~s 75~ 18. ~.A. ~innfsh 1910 H~11~op ~r~11~n, Texas 75~6 19. D~llas ~un Club P.O. ~x 20~ D~llns, Tex~s 75221 20. Texas S~a~e Deparcmen~ of Htgh~ay and Publlc Trenspor-t~ton P.O. Box 3067 Dallas, Texas 75221 21. V~s~ Nort. gage& Real~, ]nc. 2007 Bryar. Touer. 35th Floor I~i ,as. Texas 7S23& EXHIBIT 8 o o DENTON COUNI~ LEVEE I~ROVEMENT DISTRICT NO. 1 METES AND BOUNDS DESCRIPTION 938.337 ACRES OF LAND G.C. WOOLSEY SURVEY, ABSTRACT 1402 WM. TRINBLE SURVEY, Ad)STP. ACT 1268 T.B. GARVIN SURVEY, ABSTRACT 506 B.B.B. AND C.R.R. SURVEY, ABSTRACT 144 J.H. DONALD SURVEY, ABSTRACT 1696 DENTON COUNTY, TEXAS CLARINDA SQUIRES SURVEY, ABSTIb~CT 1327 DALLAS COUNI~f, TE)CAS Being 938.337 acres of land situated in the G.C. Woolsey Survey, Abstract 1402, Wm. A. Triable Survey, Abstract 1268, T.B. Garvin Survey, Abstract 606, B.B.B. and C.R.R. Survey, Abstract 144, J.H. Donald Survey, Abstract 1696, Denton County, Texas and the Clarinda Squires Survey Abstract 1327, Dallas County, Texas, and more particularly described as follows. BEGINNING at a point on the south line of said G.C. Woolsey Survey, north l~ne of sa~d Clarinda Squires Survey, and east right-of-way of Denton Tap Road, THENCE North O' 45' 51" East, 1304.33 feet along the said east right-of-way of Denton Tap Road, THENCE North 89° 14' 09" West, 11.34 feet to a point on the east mght-of-way of Denton Tap Road, THENCE North O' 39' 39" East, 1349.87 feet to a 1/2 inch iron rod on the east right-of-way of Denton Tap Road; THENCE South 88° 41' 13"Eagt, 1704.82 feet to a 1/2 inch iron rod; THENCE North 0° 67' 17" East, 2080.66 feet to a 1/2 ~nch iron rod; THENCE East 6309.81 feet to a 1/2 inch iron rod; THENCE North 33' 42' 00" East, 1938.87 feet to a concrete mght-of-way monument on the south right-of-way of Interstate Highway 35; THENCE South 56° 18' 00" East, 104.52 feet along said mght-of-way to a concrete right-of-way monument, THENCE South 51° 07' 31" East, ll04 38 feet along said right-of-way to a concrete right-of-way monument, THENCE South 56' 19' 10' East, 66 33 feet along said right-of-way to a point, THENCE South O* 15' 31" West, 2081.59 feet to a fence corner post; THENCE South 89' 57' 59" West, 785.37 feet to a fence corner post, THENCE South 1' 16' 18" West, 1093 37 feet to a 3/8 inch iron rod; THENCE South 89' 36' 25" East, 859.74 feet to a 3/8 inch THENCE South O' 45' 04' West, 650.043 feet to a point, THENCE West, 1598.91 feet to a point, THENCE South, 128.12 feet to the centerllne of Denton Cre( o o z S 88° 41' 13" E 1704 82 ir~n rod, o o N 89° 14'09"W II 34' P.O.B. J N 4° 54' 58" W I O0 50' CLARINDA SQUIRES SURVEY DALLAS COUNTY N 00° 48' 00" E 407 02' THENCE along the centerllne of Denton Creek the following twenty-eight (28) calls: 1. South 78' 51' 26" West 336.34 feet, 2. South 90' 00' 00" West 120.00 feet, 3. North 68' 11' 55" West 107.70 feet, 4. North 50' ll' 40" West 117.15 feet; 5. North 24' 26' 38" West 60.42 feet; 6. North 57' 48' 15" West 159.53 feet; 7. North 75' 57' 50" West 82.46 feet, 8. South 61° 23' 22" West 62.65 feet, g. South 21' 02' 15" West 69.64 feet; 10. South 47° 29' 22" West 81.39 feet, ll. South 68° 37' 46" West 123.49 feet, 12. North 80' 32' 16' West 182.48 feet; 13. North 70' 29' 51" West 254.61 feet, 14. South 63' 26' 06" West 122.98 feet; 15. South 35° 50' 16" West lll.02 feet, 16. South 12° 05' 41" East 71.59 feet; 17. South 36' 15' 14" East 93.01 feet, 18. South 29' 44' 42" East 80.62 feet, 19. South 4' 23' 55" East 195.58 feet; 20. South 14' 49' 35" West 175.86 feet; 21. South ~: 56' ll" West 280.40 feet, 22. South 05' 43" West 154.35 feet, 23. North 74' 03' 17" West 109.20 feet, 24 North 31' 36' 27" West 152.64 feet; 25. North 02° 43' 35" East 105.12 feet, 26. North 19' 39' 14" West 74.33 feet; 27. North 50° 42' 34)" West 142.13 feet, 28. South 89° 22' 32" West 52.10 feet, THENCE South 66.57 feet to the south bank of Denton Creek, THENCE along the south bank of Denton Creek the following four (4) calls I. South 82° 52' 30" West 426.20 feet, 2. North 77° 00' 19" West 66.71 feet; 3. North 67' 14' 56" West 336.15 feet, 4. North 60' 18' 29" West 167 07 feet, THENCE North 29' 16' 47" East, 175 O0 feet to a point, THENCE North 60' 43' 13" West, 200.00 feet to a point; THENCE South 29° 06' 47" West, 160.00 feet to the south bank of Denton Creek; EAST 6309.81' THENCE along the south bank of Denton Creek the follo~ng fifteen (15) calls. 1. North 74' 59' 25' West 44.68 feet; 2. South 51' 20' 25" West 96.05 feet, 3. South 40' 36' 05' West 138.29 feet; 4. South 36' 52' 12" West 200.00 feet, 5. South 19' 26' 24" West go.14 feet, 6. South 40' 10' 45" West 294.49 feet, 7. South 31' 25' 46' West 105.48 feet; 8 South 04' 00' 51" West 285.70 feet, 9 South 13' 14' 26" West 87.32 feet; 10. South 33' 41' 24" West 144.22 feet, ll. South 64' 32' 12" West ll6 30 feet, 12. South 85° 29' 10" West 190.59 feet, 13. North 67' 17' 08" West 233.08 feet; 14. South 58' 23' 33" West 76.32 feet, 15. South 12' 06' 05" East 132 38 feet, THENCE North 89' 05' 25" West, 38.40 feet to the centerline of Denton Creek, THENCE along the centerline of Denton Creek the following thirty-one (31) calls 1. South 26' 36' 00" East 90.78 feet,' 2. South 33' 41' 24" West 126.19 feet, 3. South 58' 38' 34" West 374.73 feet, 4. North 84' 57' 27" West 170.66 feet, 5 North 68' 57' 45" West 69.64 feet; 6. North 85' 14' ll" West 60.21 feet, 7. South 75' 04' 07" West 232.86 feet, 8. South 62° 18' 02" West 225.89 feet, 9. South 72' 28' 28" West 99 62 feet, l0 South 78° 06' 41" West 97.08 feet, ll. South 69' 26' 38" West 170.88 feet, 12 South 85' 25' 34" West 125.40 feet, 13. North 79' 22' 49" West 81.39 feet, 14. North 56° 46' 06" West 173 35 feet, 15. South 87' 16' 25" West 105.12 feet, 16. South 50' 31' 39" West llO.11 feet, 17 South 32' 51' 21" West 285.70 feet, 18. South 57' 31' 44" West 65.19 feet; 19. South 88' 49' 51" West 245.05 feet; 20. South 81' 15' 14" West 328.82 feet, 21. North 83' 02' 49" West 206 52 feet, 22. South 86' 54' 21" West 185.27 feet; 23. North 72' 53' 50" West 68.01 feet, 24. North 82' 08' 48" West 146.37 feet, 25. North 54' 09' 44" West lll.02 feet, 26 North 81' 52' 12" West 106.07 feet, 27. South 60' 56' 43" West 102.96 feet, 28 South 52' 41' 46" West 132.00 feet, 29. South 13° 14' 26" West 87.32 feet, 30. South 47' 43' 35" West 74 33 feet, 31. South 70' 36' 04" West 99.57 feet, THENCE North O' 48' 00' East, 407.02 feet along the east right-of-way of Denton Tap Road to a 1/2 inch iron rod; THENCE North 04' 54' 38" West, 100.50 feet along said r~ght-of-way to a 1/2 inch iron rod; THENCE North O' 48' 00" East, 634.00 feet along sa~d right-of-way to the POINT OF BEGINNING and containing 938.337 acres of land, more or less. B.B.B. A G. C, WOOLSEY A -1327 938.337 SURVEY A-1402 DENTON CREEK ACRES T.B. GARVIN SURVEY A-5106 d. H DONALD SURVEY A-1696 ~__ DENTON CREEK WM. TRIMBLE SURVEY A-1268 I certify ~nat this is a true and accurate representation of ~hls survey as made on the ground and that there are no v~sual en- croachment~s except as shown Ronald E. Owings Registered Public Surveyor No. 4029 S 56° 19' IO"E 184 52 C.R.R. SURVEY - 144 S89°57'59"W 785 37 S 89° 36'25"E 859 74 WEST ~S56° 19'10" 66 53' J. H MOUNTS SURVEY A-874 1598.91 E SCALE 1"=400' S 78' 51' 26" W 336.34' S 90' 00' 00" W 120.00' N 68' ll' 55" W 107.70' N 50' ll' 40" W 117.15' N 24' 26' 38" W 60.42' N 57' 48' 15" W 159.53' N 75' 57' 50" W 82.46' S 61' 23' 22" W 62.65' S 21' 02' 15" W 69.64' S 47' 29' 22" W 81.39' S 68' 37' 46" W 123.49' N 80' 32' 16" W 182.48' N 70' 29' 5l" W 254.61' S 63' 26' 06" W 122.98' S 35' 50' 16" W lll.02' S 12' 05' 41" E 71.59' S 36' 15' 14" E 93.01' S 29' 44' 42" E 80.62' S 4' 23' 55" E 195.58' S 14' 49' 35" W 175.86' S 39' 56' ll" W 280.40' S 65' 05' 43" W 154.35' N 74' 03' 17" W lOg.20' N 31' 36' 27" W 152.64' N 02' 43' 36" E 105.12' N 19' 39' 14" W 74.33' N 50''42' 38" W 142.13' S 89' 22' 32" W 52.10' S 00' 00' 00" E 66.57' S 82' 52' 30" W 426.20' N 77' 00' 19" W 66.71' N 67' 14' 56" W 336.15' N 60' 18' 29" W 167.07' N 29' 16' 47" E 175.00' N 60' 43' 13" W 200.00' S 29' 06' 47" W 160.00' N 74' 59' 25" W 44.68' S 51' 20' 25" W 96.05' S 40' 36' 05" W 138.29' S 36° 52' 12" W 200.00' S 19' 26' 24" W 90.14' S 40' 10' 45" W 294.49' CREEK CALLS S 31' 25' 46" W 105.48' S 04' 00' 51' W 285.70' S 13' 14' 26" W 87.32' S 33' 41' 24" W 144.22' S 64' 32' 12" W 116.30' S 85° 29' 10" W 190.59' N 67' 17' 08" W 233.08' S 58' 23' 33" W 76 32' S 12' 06' 05" E 132.38' N 89' 05' 25" W 38.40' S 26' 36' 00" E 90.78' S 33' 41' 24" W 126.19' S 58' 38' 34" W 374.73' N 84' 57' 27" W 170.66' N 68' 57' 45" W 69.64' N 85° 14' ll' W 60.21' S 75' 04' 07" W 232.86' S 62' 18' 02" W 225.89' S 72' 28' 28" W 99.62' S 78' 06' 41" W 97.08' S 69' 26' 38" W 170.88' S 85' 25' 34" W 125.40' N 79' 22' 49" W 81.39' N 56° 46' 06" W 173 35' S 87' 16' 25" W 105 12' S 50' 31' 39" W llO. 11' S 32' 5l' 21" W 285.70' S 57' 31' 44" W 65.19' S 88' 49' 51" W 245.05' S 81' 15' 14' W 328.82' N 83' 02' 49" W 206.52' S 86' 54' 21" W 185.27' N 72' 53' 50' W 68.01' N 82' 08' 48" W 146.37' N 54' 09' 44" W lll.02' N 81' 52' 12" W 106.07' S 60' 56' 43" W 102.96' S 52' 41' 46" W 132.00' S 13' 14' 26" W 87.32' S 47' 43' 35" W 74.33' S 70' 36' 04" W 99.57' DENTON COUNTY LEVEE IMPROVEMENT DISTRICT NO. 1 BOUNDARY FOR A 938.337 ACRE TRACT OF LAND DENTON COUNTY,TEXAS AND OALLAS COUNTY,TEXAS DANNENBAUM ENGINEERING CORPORATION CONSULTING ENGINEERS DALLAS TEXAS EXHIBIT 9 OI - 0352 APPENDIX A DENTON CREEK IO0-YEAR HEC-2 WATER SURFACE PROFILE COMPUTATIONS EXISTING CONDITIONS ..... DANNENB&UM ENGINEERING CORPORATION I/or=J/t)~ 7. 00'.)7 I HEC~ RELEASE DATED NOV 7& UPDATED MAR 1982 ERROR CORR - 01, 02, 03, 04, 05 MODIFICATION - 50, 51, 52, 53, 54, 55 T1 CAMPBELL RANCH PROJECT, DENTON CREEK, LEWIS¥ILLE, TEXAS T2 IO0-YEAR FLOOD, EXISTING CONDITIONS WITHOUT FLOODWAY T3 FILE d1354. LID. EXIST1 1-08-85 JPD J1 ICHECK INS NINV IDIR STRT METRIC HVIN~ O. 2. O. O, 0.0 0.0 0.0 ~J2 NPROV IPLOT PRFVS XSECV XSECH FN ALLDC 1. 000 O. 0 -1. 000 O. 0 O. 0 O. 0 O. 0 NC 0.055 0.055 0.045 0.100 0.300 0.0 GT 4.000 20000.000 20000.000 20000.000 20000.000 0.0 ET 0.0 0.0 8.410 10.410 12.410 0.0 NH 5,000 0.050 2250,000 0,060 5480.000 0.045 NH 7650.000 0.0 0.0 0.0 0.0 0.0 X1 IG440.000 31.000 5480.000 5585.000 0.0 0.0 OR 460. 000 1000. 000 448. 000 1300. 000 448. 000 1800.000 OR 440.000 2330.000 440.000 2500.000 445.000 2600,000 OR 450,000 5350.000 451.000 5460.000 449.000 5480.000 eR 434.000 5535.000 431.400 5545.000 431.400 5555.000 GR 450.000 5700.000 450.000 5850.000 448.000 OR 450. 000 &700. O00 447.000 6780.000 466. 000 6780.000 OR 470.000 7650,000 0.0 0.0 0.0 0.0 ET 0.0 0,0 4,110 1000.000 5975.000 0.0 Xl 19330.000 61.000 5790.000 5965.000 650.000 650.000 OR 454.000 1000.000 450.000 1050.000 448.000 1070.000 GR 446.000 2410.000 445.000 2450.000 443.000 2600.000 GR 445°000 2710.000 445,000 2860,000 444,000 2900.000 GR 446.000 2970,000 446,000 3020.000 445,000 3040.000 QR 44&.700 3250.000 447.000 3350.000 447.000 3500.000 GR 447.000 3650,000 446.000 3710.000 446.000 3850.000 OR 446.000 4080.000 446. 000 4160. 000 446. 000 4450.000 OR 44%000 4740.000 447.000 4800.000 447.300 5010.000 GR 450.000 5490.000 451.000 5670.000 452.000 5750.000 GR 450.000 5860.000 445.000 5870.000 440.000 5880.000 OR 453.000 5965.000 453.000 5975.000 452.000 6205.000 OR 449.000 7035.000 449.000 7135.000 450.000 7185.000 OR 460.000 B250.000 0.0 0.0 0.0 0.0 THIS RUN EXECUTED 1/08/85 · WSEL FG O. 450. 600 O. 0 IBW CHNIM ITRACE 0.0 0.0 0,0 0.0 0.0 0.0 5585.000 0.0 0.0 447.000 448.000 446.000 447.000 450.000 450,000 0,0 0.0 890. 000 447. 600 443. 000 443. 000 443. 000 446. 000 447. 000 445. 000 448. 000 453. 000 43 I. 700 451. 000 455, 000 0,0 0.0 0.0 0.0 0.055 0.0 0.0 2250.000 2750.000 5515.000 5560.000 6230.000 6940.000 0.0 0.0 0.0 0.0 6700. 000 0.0 0.0 445. 000 448. 000 440. 000 451. 000 452. 000 460. 000 0.0 0.0 0.0 1750.000 2670.000 2920.000 3070.000 3550.000 3940.000 4550.000 5040.000 5790.000 5897.000 0.0 O. 447, 445. 445. 447. 444. 447. 446. 449. 452. 440. 450. O. 0 0 000 000 000 000 000 000 000 000 000 000 000 000 0 7. 0057 0.0 0.0 0.0 0.050 0.0 0.0 2300.000 5250.000 5525.000 5585.000 6500.000 7440.000 0.0 0.0 0.0 2210. 000 2680. 000 2960. 000 3100. 000 3600. 000 4050. 000 4700. 000 5280. 000 5820. 000 5915. 000 6435. 000 8215. 000 0.0 1/03/85 7.0057 PAOE ~ NC 0.055 0.055 ET 0.0 0.0 Xl 19930.000- 52.000 OR 454.300 1000.000 OR 448.000 1220.000 OR 449.000 1530.000 OR 447.000 2540.000 OR 445.000 3370.000 OR 447.000 4090.000 OR 450.000 5130.000 OR 453.000 6050.000 OR 453.000 6190.000 OR 449.000 6840.000 OR 453.000 7130.000 0.045 4. 110 6070.000 450.000 448.000 447.200 447.000 446.000 448.000 450.000 453.000 453.000 449,000 460.000 0.100 1500.000 6190.000 1040.000 1320.000 1900.000 3070.000 3380.000 4150.000 5400.000 6070.000 6220.000 6900.000 7350.000 ET 0.0 0.0 4.110 1800.000 Xl 21560.000 54.000 5150.000 5300.000 OR 460.000 1000.000 455.000 1200.000 OR 452,000 1360. 000 451.000 1450.000 OR 448.200 2050.000 449.000 2500.000 OR 449,000 3400.000 449,700 3520.000 OR 450.000 3920.000 448.000 4170.000 OR 451.000 4420. 000 452.000 4500.000 OR 455.000 5120. 000 455.000 5150.000 OR 434.000 5270. 000 455.000 5300,000 OR 453.000 5630.000 452.000 5780.000 OR 453.000 5880. 000 453.000 OR 453.000 6270.000 455.000 6340.000 O. 050 0.0 0.0 ~'0600. 000 28. 000 1000. 000 2950. 000 4970. 000 5320. 000 5460. 000 6610. 000 0.055 0.0 51.000 lOOO. O00 1480. 000 2110.000 3350 000 4140.000 5280. 000 5820. 000 6410.000 6660. 000 NH 5.000 NH &780.000 ET 0.0 QT 4.000 Xl 22370.000 OR 460.000 OR 450.000 OR 450.500 OR 432500 454.500 457.000 1300. 000 0.0 4. 110 20600, 000 5275. 000 449. 000 450. 000 450 500 435. 000 454. 000 459. 500 0.045 4.110 6610.000 460.000 454.000 449.000 450.000 450.400 451,000 454.000 455.000 440.000 NC 0.055 ET O.O Xt 23800.000 OR 465 000 OR 455.000 OR 450.000 450.000 451.000 OR 451.000 454.000 OR 455.000 OR 433.300 O. 060 0.0 2172. 000 20600. 000 5460. 000 1300. 000 3670. 000 5190. 000 5345. 000 5870. 000 6630. 000 0.100 3160000 7000.000 1110.000 1590OOO 2820.0OO 3410.000 4190.000 5380.000 5940.000 6510.000 '6680.000 O. 300 6330. 000 1000. 000 448. 000 449. 000 447. 000 446. 300 447. 000 449. 000 450. 000 437. 000 452. 000 450. 000 0.0 6050.000 1600.000 454,000 450.000 449.000 450.000 449.000 452,000 438.000 455.000 452.000 453.000 460.000 5275. 000 0.0 6070. 000 20600. 000 1620. 000 449. 000 449:). 000 451. 000 445. 000 452. 500 466. 000 0.300 6940.000 940.000 457.000 453.000 449.000 451.000 451.000 452.000 455.000 450.000 450.000 0.0 0.0 550. 000 1160. 000 1330. 000 2170. 000 3240. 000 346O. 000 4300. 000 5600. 000 6110. 000 &440. 000 6920. 000 0.0 0.0 1150.000 1250.000 1480.000 2730.000 3700.000 4250.000 4820.000 5180.000 5340.000 5790.000 5970.000 6450.000 O. 045 0.0 0.0 0.0 400. 000 1750. 000 4010. 000 5260. 000 5360. 000 6310. 000 6780. 000 0.0 0.0 600.000 1190.000 1740.000 2850.000 3440.000 4240.000 5590.000 5970.000 6610.000 6700.000 0.0 0.0 660. 000 449. 000 450. 000 446. 200 446. 000 447. 500 449. 000 451. 000 432. 000 451. 000 451. 000 0.0 0.0 1630.000 454.000 449,000 448.500 449,000 450,000 453.000 432.400 455,000 451.000 452.000 465.000 5460. 000 0.0 0.0 0.0 810. 000 448. 000 448. 000 454. 600 446. 000 452. 000 0.0 0.0 0.0 1430.000 456.000 452.000 450.000 451.000 451,000 452.000 455.000 450.000 454.000 0.0 0.0 0.0 1190. 000 1460. 000 2280. 000 3350. 000 3750. 000 4660. 000 5700. 000 6130. 000 6550. 000 7030, 000 0.0 0.0 0.0 1290.000 1570.000 3050.000 3800.000 4280.000 4970.000 5200.000 5360.000 5850.000 6150.000 6540.000 O. 055 0.0 0.0 0.0 0.0 1950. 000 4070. 000 5275. 000 5380. 000 6480. 000 0.0 0.0 0.0 0.0 1280.000 1860.000 3280.000 3540.000 4380.000 5750.000 6310.000 6620.000 7000,000 0.0 0.0 0.0 449. 000 450. 000 446. 400 445. 000 447. 000 449. 000 452. 000 437. 000 450. 000 452. 000 0,0 0.0 0.0 453.000 448.000 449.000 449.000 451.000 454.000 438.000 454.000 451.000 452.000 0.0 6610. 000 0.0 0.0 0.0 0.0 448. 000 449. 500 434. 700 452. 700 453. 500 0.0 0.0 0.0 0.0 455.000 451.000 450.000 451,000 450,600 453.000 454.000 440.000 453.000 0.0 0.0 0.0 1210. 000 1520. 000 2420. 000 3360. 000 4070. 000 4960. 000 5918. 000 6150. 000 6650. 000 7070. 000 0.0 0.0 0.0 1320.000 1800.000 3260.000 3900.000 4340.900 5040.000 5220.000 5460.000 5870.000 6320.000 0.0 O. 050 0.0 0.0 0.0 0.0 2550. 000 4370. 000 5305. 000 5405. 000 6550. 000 0.0 0.0 0.0 0.0 1340.000 1950.000 3300.000 3630.000 4900.000 5760.000 6390.000 6640.000 7070,000 I I 7.0057 454.000 7240.000 450.000 470.000 7550.000 0,0 7280.000 0.0 45.'.'.5. 000 0.0 7350. 000 0.0 ET 0.0 - 0.0 4.110 2555.000 6055.000 0.0 Xl 24700.000 51.000 5060.000 5200.000 1170.000 310.000 OR 465.000 1000.000 462.000 1120.000 462.000 1140.000 OR 457.000 1410.000 455000 1550.000 454.000 1650.000 GR 451.000 2180.000 450.000 2260.000 451.000 2630.000 OR 452000 3180.000 452.000 3340.000 452.000 3530.000 OR 453.000 4110.000 453.000 4380.000 454.000 4450.000 OR 454.000 4780.000 454.000 4800.000 455.000 4850000 OR 440.000 5140000 433.900 5155.000 440.000 5170.000 OR 455.000 5390.000 455.000 5430.000 455.000 5550,000 OR 454.000 5850.000 454.000 6000,000 453.000 6130.000 OR 453.000 6480.000 451.000 6500.000 455.000 6580.000 OR 462.000 6690,000 0.0 0.0 0.0 0.0 460.000 0.0 0.0 900. 000 460. 000 453. 000 451. 000 453. 000 455. 000 451. 000 456. 000 454. 000 452. 000 460. 000 0.0 7470. 000 0.0 0.0 0.0 1230.000 1870.000 2910.000 3800.000 4480.000 5000.000 5200.000 5700.000 6360.000 6670.000 0.0 470. 000 0.0 0.0 0.0 460.000 452.000 451.000 453.000 455.000 451.000 456.000 453.000 452.000 462.000 0.0 PAGE 7550. 000 0.0 0.0 0.0 1300.000 2080.000 2980.000 4000.000 4510.000 5060.000 5240.000 5800.000 6410.000 6690.000 0.0 ET 0.0 0.0 4.110 1160.000 3830.000 0.0 0.0 0.0 0.0 0.0 Xl 25530.000 44,000 2600.000 2700.000 920.000 560.000 830.000 0.0 0.0 0.0 OR 469.500 500.000 460. 500 600.000 455.600 700.000 452.900 800.000 450.400 900.000 OR 449.900 1000.000 451.100 1100.000 450.600 1200.000 451.300 1300.000 450.800 1400.000 OR 451.000 1500.000 451.400 1600.000 451.600 1700.000 451.500 1800.000 452.700 1900.000 OR 453.100 2000.000 453.400 2100.000 454.200 2200,000 454.300 2300.000 455.000 2400.~00 OR 455.400 2500.000 454.500 2600.000 434.500 2630.000 434.400 2670.000 454.200 2700.000 OR 455.600 2800,000 454.700 2900.000 453.800 3000.000 453.200 3100.000 453.300 3200.000 OR 452.900 3300.000 452.700 3400.000 452.200 3500.000 452.800 3600.000 452.300 3700.000 OR 452.400 3800.000 4~2.200 3900.000 451.600 4000.000 451.700 4100.000 452,000 4200.000 QR 451.500 4300.000 452,100 4400.000 451.900 4500,000 453.800 4600.000 0.0 0.0 0.0 1200. 000 700. 000 1200. 000 1700. 000 2200, 000 2700. 000 3027, 000 3400. 000 3800. 000 4300. 000 4700. 000 5200. 000 4.110 2900.000 461.900 451.300 452.800 454.200 457.600 448.700 454.500 453300 453.600 452.900 461.900 ET 0.0 0.0 X1 23830.000 53.000 OR 464.900 550.000 OR 451.700 1000.000 ER 452.800 1500.000 OR 453.300 2000.000 OR 455.900 2500.000 OR 451.600 3000.000 OR 456.900 3200.000 OR 453.300 3600.000 OR 453.600 4100,000 OR 453.100 4500.000 OR 460.700 5000.000 0.0 1300. 000 455. 900 450. 900 453. 200 455. 300 456. 700 436. 500 453. 200 454. 700 453. 500 455. 400 0.0 0.0 1250.000 460.000 458.000 455.500 457.600 435.300 455.500 453.900 455.300 455.000 1190.000 3100.000 600.000 1100.000 1600.000 2100.000 2600.000 3005.000 3300.000 3700.000 4200.000 4600.000 5100.000 2450000 2941.000 1100.000 1500.000 1900.000 2400.000 2838,000 3000.000 3500.000 4000.000 4500.000 0.0 0.0 800. 000 1300. 000 1800. 000 2300, 000 2800, 000 3062. 000 3500. 000 3900. 000 4400. 000 4800. 000 0.0 0.0 0.0 1245.000 1659.000 2100.000 2600.000 2900.000 3200.000 3700.000 4200.000 4700.000 ET 0.0 0.0 Xt 28080.000 48.000 OR 466.000 1019.000 OR 460. 100 1400.000 OR 455.600 1800.000 OR 455.400 2300.000 ~R 456.100 2800.000 GR 456.200 2963 000 OR 454.700 3400.000 OR 454.800 3900.000 OR 455 200 4400.000 3940.000 1200.000 45~.100 451.200 452.400 454.400 456.3O0 436.300 453.700 454.000 454.100 453.900 465.000 0.0 0.0 452. 900 451. 100 453. 100 456. 000 457,800 457. 300 452. 800 454. 000 453. 800 457. 800 0.0 0.0 0.0 461.500 457.100 456.300 457.700 458.400 455.000 454.700 455.300 455.400 4200.000 750.000 463.200 459.200 453.500 45u. 600 435.200 457.400 454.300 455400 455.000 4. t10 2700.000 4~3.300 459.900 453.100 453.800 453.300 458.300 453.800 455.500 455100 0.0 1000. 000 1200. 000 1600. 000 2000. 000 2500. 000 2865. 000 3100. 000 3600. 000 4100. 000 4600. 000 0.0 0.0 900.000 1400.000 1900.000 2400.000 2900.000 3100.000 3526.000 4000.000 4416.000 4900.000 0.0 0.0 0.0 1300. 000 1700. 000 2200. 000 2700. 000 2941. 000 3300. 000 3800. 000 4300, 000 4800. 000 1/08/8~ 7.0057 QR 457.900 4900. 000 NH 5.000 O. 050 NH 5400.000- O. 0 ~T 4.000 21300.000 ET 0.0 O. 0 Xl 28870.000 27.000 OR 470.000 900. 000 GR 454.000 2000, 000 OR 457.200 2520, 000 OR 459.300 2670. 000 OR 457.400 4210. 000 OR 469.400 5210. 000 NC 0,055 Om 055 ET 0.0 O. 0 Xl 29610,000 49. 000 OR 470,000 520. 000 OR 462.200 1000. 000 OR 454,700 1500. 000 GR 455.100 2000. 000 OR 437.600 2389. 000 OR 457.000 2800. 000 OR 456,800 3300. 000 OR 457,400 3800. 000 GR 456.700 4300. 000 GR 463.600 4800. 000 ET 0.0 O. 0 X1 30070.000 66.000 GR 470.200 1600. 000 OR 461.800 2100, 000 OR 456.500 2600. 000 GR 456.100 3100. 000 OR 458.200 3600. 000 GR 456,700 3850. 000 OR 458.900 4000. 000 GR 458,800 4300. 000 GR 458.000 4700. 000 GR 460.200 5200. 000 OR 459,100 5600, 000 OR 45q. 900 6100. 000 GR 462.200 6600. 000 OR 470.100 7100. 000 ET 0.0 O. 0 Xl 31230.000 6~.000 GR 464.900 1000. 000 GR 462.500 1500. 000 GR 462.200 1800. 000 GR 459.600 2100. 000 GR 457. q00 3213. 000 QR 456.000 3&14.000 GR 460,400 3800. 000 460.700 2140. 000 0,0 21300. 000 4. 110 2580. 000 460. 000 454. 800 454. 700 459. 300 457. 000 473. 000 0.045 4,110 2296.000 468.500 460.500 455.500 456.000 458.600 456.~00 457.100 457.300 456.800 465.300 4. 110 3700. 000 468. 200 458. 500 456. 200 456. 100 459. 500 458. 200 458. 700 458. 400 458. 000 460. 100 459'. 100 459, 700 462. 900 0.0 4.110 3500.000 466.000 463.000 462.100 459.000 457.900 438.600 460.800 5000.000 464,900 PAGE 2740. 000 3940. 000 1700. 000 2200, 000 2700. 000 3200. 000 3700. 000 3870. 000 4100. 000 4583, 000 4800. 000 9300. 000 5700. 000 6200. 000 6700. 000 0.0 2860.000 3837.000 1100.000 1600.000 1819.000 2200.000 3234.000 3646.000 3837.000 0.100 1560.000 2440.000 600.000 1100.000 1600.000 2100.000 2440.000 2900.000 3400.000 3900.000 4400.000 4900.000 0.300 3270.000 700.000 466.800 457.800 456,000 458,100 458,700 456.300 457,600 457.300 459.300 467.000 4500. 000 850. 000 466. 800 458. 200 456. 300 456. 600 455. 900 451. 400 458. 400 449. 900 458. 900 460. 100 459. 100 460. 100 464. 100 0,0 4560.000 600.000 463.000 462.600 462.100 459,400 458.400 438.100 46O. 3OO O. 060 2580. 000 O. 045 2670. 000 O. 055 4510. 000 O. 050 0.0 0.0 0.0 0.0 0.0 0.0 0.0 21300. 000 21300. 000 O. 0 O. 0 O. 0 O. 0 O. 0 2000. 000 3730. 000 O. 0 O. 0 O. 0 O. 0 O. 0 2670. 000 500. 000 900. 000 790. 000 O. 0 O. 0 O. 0 1495. 000 456. 000 1695. 000 456. 000 1790. 000 454. 000 1930. 000 2070. 000 453. 200 2100. 000 457. 000 2140. 000 457. 000 2190. 000 2580. 000 437. 600 2600. 000 436. 300 2630. 000 451. 500 2670. 000 2810. 000 456. 500 2910. 000 454. 800 3110. 000 456. 400 3610. 000 4510. 000 458. 500 4810. 000 464. 300 4910. 000 467. 300 5010. 000 5400. 000 O. 0 O. 0 O. 0 O. 0 O. 0 O. 0 0.0 0,0 800.000 700,000 1200.000 1700.000 2200.000 2500.000 3000.000 3500.000 4000.000 4500.000 5000,000 0.0 900. 000 1800. 000 2300. 000 2800. 000 3300. 000 3756. 000 3884, 000 4200. 000 4600. 000 4900. 000 5400, 000 5800, 000 6300. 000 6800. 000 0.0 0.0 700.000 1200.000 1700.000 1834.000 2272.000 3300.000 3661.000 3869.000 0.0 0.0 740. 000 464. 600 456. 500 454. 700 460. 000 458. 300 456. 300 457, 700 457. 000 460. 700 470. 000 0.0 960.000 465,400 457.500 455.600 457.300 439.800 455.500 458.000 457.200 459.500 459.800 459.600 460.400 465.400 0.0 0.0 660. 000 463. 000 462. 400 461. 300 458. 400 460. 000 438, 500 459. 400 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 800.000 463.800 900.000 1300.000 455.600 1400.000 1800.000 454.800 1900.000 2296.000 437.400 2356.000 2600.000 457.300 2700.000 3100.000 456.300 '3200.~00 3600.000 457.400 3700.000 4100.000 456.800 4200.000 4600. 000 461.600 4700. 000 5100.000 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1900. 000 463; 600 2000. 000 2400. 000 457. 800 2500. 000 2900. 000 455. 800 3000. 000 3400. 000 457. 600 3500. 000 3778. 000 439. 800 3812. 000 3924. 000 459. 200 3940. 000 4300. 000 457. 300 4400. 000 4620. 000 458. 700 4661. 000 5000. 000 459. 800 5100. 000 5500. 000 459. 800 5517, 000 5900. 000 459. 900 6000. 000 6400. 000 461. 000 6500. 000 6900. 000 467. 600 7000. 000 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1300.000 463.200 1400.000 1755.000 462.300 1770.000 1900.000 460.100 2000.000 2800.000 457.900 3154.000 3400.000 460.400 3500,000 3672.000 459.400 3708.000 3904.000 459.700 4000.000 5100. 000 O. 0 O. 0 O. 0 O. 0 1/08/35 7.0057 OR 4~. 100 4100.000 458,000 CR 45~. 100 4300.000 4~.400 eR 4~.800 4800,000 4~,800 OR 461,000- ~300.000 460.100 GR 460.000 5800.000 460.000 OR 460.600 6300.000 460.800 GR 464.400 6800.000 465.600 NH 6.000 NH 4720.000 ET 0.0 Xl 32150.000 OR 470.000 OR 457.000 OR 457.000 OR 46[.500 OR 437.000 458.000 OR 452.000 OR 461.000 470.000 0.050 1600.000 0.050 6180.000 0,0 4.110 41.000 3400.000 1000.000 461.000 2200.000 457.000 2650.000 456.500 3300.000 460.500 3475.000 441.000 3920.000 459.000 4350.000 453.500 5110.000 462.000 6180.000 0.0 NC O. ET O. Xl 32200. X2 0. GR 472. OR 456. OR 460. OR 465. OR 437. GR 464 OR 456. OR 461. OR 467. 055 O. 055 O. 045 0 O, 0 4. 110 000 42. 000 3380. 000 0 0.0 0.0 000 900. 000 467. 000 500 220t. 000 456. 500 500 2610, 000 456. 500 000 3380, 000 460. 000 000 3475, 000 440. 500 500 3650. 000 462. 000 000 4270. 000 456. 000 500 4430. 000 461. 500 000 6000. 000 472. 000 ET O. 0 O. 0 4. 110 X 1 3:'230. 000 O. 0 O. 0 X2 0.0 0.0 0.0 NC 0.0 0.0 0.0 NH 6.000 0.050 1600.000 NH 4720.000 0.050 6180.000 ET 0.0 0.0 4. 110 Xl 32230.000 41.000 3400000 OR 470.000 1000,000 461.000 OR 457.000 2200.000 457.000 OR 437.000 2650.000 456.500 OR 461.500 3300.000 4~0.500 OR 437.000 3475.000 441.000 ER 458.000 3~20,000 459.000 ER 452.000 4350.000 453.500 OR 461.000 5100.000 462.000 OR 470.000 6180.000 0.0 4200.000 4400.000 4900.000 5400.000 5900.000 6400.000 69.00.000 O. 055 0.0 2350. 000 3525. 000 1600. 000 2220. 000 2680. 000 3400. 000 3500. 000 3980. 000 4380. 000 5200. 000 0.0 0.300 2620.000 3552.000 463.000 1310.000 2221.000 2611.000 3381.000 3500.000 3940.000 4350.000 4730.000 6260.000 2620. 000 0.0 463. 000 0,100 0,055 0.0 2225.000 3525.000 1600.000 2220.000 2680.000 3400.000 3500.000 3980.000 4380.000 5200.000 0.0 457.500 456.900 460.200 460300 460.800 461.300 467.600 3200. 000 0.0 4440. 000 900. 000 461. 000 459. 000 459. 000 456. 000 447. 000 458. 000 457. 500 462. 000 0.0 0.500 4390.000 50.000 465.000 462.000 461.500 460.500 456.000 447.500 460.800 452.000 462.000 0.0 4390.000 50.000 465.000 O. 300 3200. 000 0.0 4400. 000 50. 000 461. 000 45~9. 000 459. 000 456. 000 447. 000 458. 000 457. 500 462. 000 0.0 4236.000 4500.000 5000.000 5500.000 6000.000 6500.000 7000.000 O, 060 0.0 0.0 950. 000 1800. 000 2320. 000 2900. 000 3430. 000 3505. 000 4240. 000 4400. 000 5460. 000 0.0 0.0 0.0 50.000 0.0 1700.000 2222.000 2635.000 3430.000 3510.000 4130.000 4350.000 4800.000 0.0 0.0 50. 000 0.0 0.0 0.060 0.0 0.0 50000 1800.000 2320.000 2900.000 3430.000 3505.000 4240.000 4400.000 5460.000 0.0 456.000 457.100 460.200 460.400 460.400 461.800 470.000 3400. 000 0.0 0.0 920. 000 458. 000 456. 500 45cL 000 448. 000 460. 000 456. 000 458. 000 464. 000 0.0 0.0 0.0 50.000 0.0 460.500 459.500 461.000 448.000 460.000 461.000 453.000 462.000 0,0 0.0 50. 000 0.0 0.0 3400.000 0.0 0.0 50. 000 458.000 456.500 459.000 448.000 460.000 456.000 458.000 464.000 0.0 4260.000 4600.000 5100.000 5600.000 6100.000 6600.000 7100.000 O. 045 0.0 0.0 0.0 2000. 000 2620. 000 3100. 000 3440. 000 3~25. 000 4280. 000 4520. 000 5800. 000 0.0 0.0 0.0 0.0 0.0 2000.000 2430.000 3000.000 3440.000 3550.000 4235.000 4380.000 5400.000 0.0 0.0 0.0 0.0 0.0 0.045 0.0 0.0 0.0 2000.000 2620.000 3100.000 3440.000 3525.000 4280.000 4520.000 5800.000 0.0 454. 800 458. 700 460. 300 460. 300 460. 500 462. 400 0.0 3525.000 0.0 0.0 0.0 459.000 455.000 460.000 441.000 461.500 456.000 461.000 470.000 0.0 0.0 0.0 0.0 0.0 461. 500 459. 500 462. 000 440. 500 465. 000 458. 000 461. 000 464. 000 0.0 0.0 0.0 0.0 0.0 3525.000 0.0 0.0 0.0 459.000 455.000 460.000 441.000 461.500 456.000 461.000 470.000 0,0 4276. 000 4700. 000 5200. 000 5700, 000 6200, 000 6700. 000 0.0 0.055 0.0 0.0 0.0 2100.000 2640.000'' 3200.000 3470.000 3650.000 4350.000 4720.000 6180.000 0.0 0.0 0.0 0.0 2200. 000 2520. 000 3280. 000 3470. 000 3552. 000 4236, 000 4390. 000 5800. 000 0.0 0.0 0.0 0.0 0.0 0.055 0.0 0.0 0.0 2100,000 2640.0~ ~00.000 3470.000 3650.000 4350.000 4720.000 6180.000 0.0 1/0~/8~ 7.0057 PAGE 6 NC 0.055 4,000 ET 0.0 Xl 32780.000 471.400 GR 462.700 458.400 458,600 GR 459.200 461.400 459.200 459.600 OR 457.600 457,000 470.000 ET 0.0 X1 34130.000 GR 470.700 : GR 459.500 QR 458.400 GR 460.100 ;' ~R 456.300 · R 460.300 GR 461.300 ~ QR 459.800 QR 460.100 GR 463.500 [ eR 468.900 ET 0.0 :" Xl 35170.000 X3 10.000 ~R 470,200 QR 4601700 GR 459.800 GR 462,000 GR 458,600 GR 463.000 GR 469,100 GR 475.100 ~R 466.100 QR 463.50~ CR 463.400 CR 470.000 NH 6.000 NH 3960.000 ET 0.'0 O. 055 14900. 000 0.0 51. 000 600. 000 1100. 000 1600. 000 2100. 000 2600. 000 3075. 000 3300. 000 3800. 000 4300. 000 4663. 000 5000. 000 0.0 51.000 600.000 1100.000 1600.000 2100.000 2560.000 2700.000 3200,000 3700.000 4200.000 4654.000 5000.000 0.0 56. 000 0.0 600. 000 1100. 000 1600. 000 2100. 000 2516. 000 2800. 000 3300. 000 3408. 000 3800. 000 4300. 000 4600. 000 ,5000. 000 O. 060 O. 050 0.0 0.045 14900.000 4,110 3075.000 468.900 461.600 458.000 459.700 460.600 43q. 600 458,900 459. 500 457.900 460.400 0.0 4. 110 2300. 000 465. 800 459. 600 458. 700 457. 200 440. 500 460. 900 461. 000 459. 900 460. 200 454. 200 0.0 4.110 2400.000 0.0 462.700 462.200 459.700 459.300 438.300 467.800 476.200 467.800 466.700 466.700 462.500 0.0 1200 000 4070. 000 4. 100 0.100 14900.000 1900.000 3213.000 700.000 1200.000 1700.000 2200.000 2700.000 3130.000 3400.000 3900.000 4400.000 4677.000 0.0 1535. 000 2672. 000 700. 000 1200, 000 1700. 000 2200. 000 2605. 000 2800. 000 3300. 000 3800. 000 4300. 000 4675, 000 0.0 t988.000 2800.000 0.0 700.000 1200.000 1700.000 2200.000 2578.000 2900.000 3318.000 3430.000 3900.000 4400.000 4700.000 0.0 O. 050 0.0 2900. 000 0.300 14900.000 3980.000 530.000 466,600 460.000 458.100 460.200 460. 100 437.600 458.900 459. 700 459.200 459.100 0.0 3480. 000 1000. 000 46 I. 600 459. 400 460. 200 461. 100 437. 000 461. 500 460. 700 460. 100 461. 000 462. 300 0.0 2800.000 1000.000 0.0 461.700 461.900 461.200 462.000 438.300 468.200 476.000 467.500 462.200 468.600 464.900 0.0 2155. 000 0.0 3795, 000 0.0 0.0 0.0 530.000 800.000 1300.000 1800.000 2300.000 2800.000 3145.000 3500.000 4000.000 4500.000 4800.000 0.0 0,0 1000. 000 800. 000 1300. 000 1800. 000 2300. 000 2627. 000 2900. 000 3400. 000 3900. 000 4400, 000 4700. 000 0.0 0.0 1000.000 0.0 800.000 1300,000 1800.000 2300.000 2607.000 3000.000 3342.000 3500.000 4000.000 4495.000 4800.000 0.0 O. 060 0.0 0.0 0.0 0.0 0.0 530.000 464.900 458.900 457. 900 459.800 460.900 440.200 458,900 458,200 458.600 461.900 0.0 0.0 1350. 000 460. 600 459. 800 459. 700 451. 800 440. 300 462. =~00 460. 000 459. 800 461. 900 461. 100 0.0 0.0 1040.000 0,0 463.200 461.300 462.200 462.700 453.300 468.300 468.400 460.100 457.100 464.400 0.0 2900. 000 0.0 0.0 0.0 0.0 0.0 0.0 900.000 1400.000 1900.000 2400.000 2900.000 3160.000 3600.000 4100.000 4600.000 4900.000 0.0 0.0 0.0 900. 000 1400. 000 1900. 000 2400. 000 2642. 000 3000. 000 3500. 000 4000. 000 4500. 000 4800. 000 0.0 0.0 0.0 0,0 900,000 1400.000 1900.000 2400.000 2627.000 3100.000 3363.000 3600.000 4100.000 4514.000 4900.000 0.0 O. 045 0.0 0.0 0.0 0.0 0.0 0.0 463.400 458.300 458.000 457.900 462.000 460.~0 458,800 458.000 460.000 470.000 0.0 0.0 0.0 459. 600 459. 200 458. 9OO 450. 300 461. 800 460. 300 459. 600 460. 200 461. 600 460. 700 0.0 0.0 0.0 0.0 463.200 461.300 459.600 460.000 459.300 468.000 465.500 469.000 460,900 464.900 470.000 0.0 3060. 000 0.0 0.0 0.0 0.0 0.0 0.0 1000.000 1500.000 2000.000 2500.000 3000.000 3213.000 3700.000 4200.000 4~5.000 5000.000 0.0 0.0 0.0 1000. 000 1500. 000 2000. 000 2500. ~000 2672. 000 3100. 000 3600. 000 4100. 000 4600. 000 4900. 000 0.0 0.0 0.0 0.0 1000,000 1500,000 2000.000 2500.000 2700.000 3200,000 3382.000 3700.000 4200.000 45~6.000 5000.000 0.0 O. 060 0.0 0.0 ( 1/08/85 X1 36970. eR 483. QR 473. GR 465. OR 442. OR 466. OR 463. GR 473. QT 4, NH NH 6040. ET O. Xl 39440. OR 5O2. OR 484. OR 477. OR 464. OR 462. OR 481. OR 485. Ed O, 7.00~7 000 31.000 2900. 000 1000.000 477. 000 1810.000 474. 000- 2900.000 458. 700 2970.000 450. 500 3140.000 465. 000 3670.000 459. 000 4070.000 O. 000 15600. 000 15600. 000 O. 060 2000. 000 O. 0 O. 0 0.0 4. 000 34. 000 4040. 000 1000. 000 491. 000 1800. 000 483. 000 3450. 000 477. 000 4000. 000 468. 500 4150, 000 468. 500 4880. 000 483. 000 5600. 000 488. 0 0.0 O. 000 3060.000 1500.000 500 1050.000 475.000 000 2155.000 469.000 000 2930.000 453.500 600 2975.000 454.000 000 3280.000 462.000 000 3740.000 459.000 0 0.0 0.0 000 15600. 000 15600. 000 000 O. 055 4040. 000 0 0.0 0.0 100 3921. 000 4517. 000 000 4150. 000 1025. 000 600 1050. 000 490. 000 000 2000. 000 480. 000 300 3610. 000 471. 500 000 4025. 000 464. 000 500 4210. 000 462. 800 000 4970. 000 484. 000 000 5730. 000 493. 500 0 0.0 0.0 1600.000 1200,000 2360.000 2930.000 2985.000 3400.000 3870.000 0.0 0.0 O. 045 0.0 0.0 2450. 000 1160. 000 2100. 000 3730. 000 4040. 000 4400. 000 5080. 000 5830. 000 0.0 1800.000 475.000 466.000 444.000 456.000 462.000 461.500 0.0 0.0 4150. 000 0.0 '0.0 2470. 000 487. 000 480. 000 465. 000 444. 000 464. 000 482. 000 500. 000 0.0 0.0 1430.000 2560.000 2930.000 2990.000 3430.000 3960.000 0.0 0.0 O. 060 0.0 0.0 0.0 1330. 000 2200. 000 3790. 000 4090. 000 4600. 000 5380. 000 6040. 000 0.0 0.0 473.800 466.000 440.000 465.000 464.500 463.500 0,0 0.0 4710. 000 0.0 0.0 0.0 487. 000 477. 000 463. 000 442. 000 466. 500 482. 000 0.0 0.0 PAGE 0.0 1510.000 2850.000 2937.000 3060.000 3570.000 3990.000 0.0 0.0 O. 055 0.0 0.0 0.0 1530. 000 2480. 000 3900. 000 4110. 000 4710. 000 5460. 000 0.0 0.0 1/08/85 7.0057 PAGE 8 SECNO DEPTH CWSEL CRIWS WSELK EQ HV HL Q QLOB GCH QROB ALOB ACH AROB VOL TIME VLOB VCH VROB XNL XNCH XNR WTN SLOPE X~OBL XLCH XLOBR ITRIAL IDC ICONT CORAR *PROF 1 CCHV= 0. 100 CEHV= O. 300 1490 NH CARD USED *SECNO 18440.000 3263 DIVIDED FLOW 18440.00 19.20 4~0.60 20000. 17425, 18~7. 0.0 1.32 2.40 0.000421 O. O. *SECNO 3265 DIVIDED FLOW 19330.00 19.11 450.81 20000. 18185. 1253. 0.18 0.~9 1.44 0.000202 650. 890. CCFA/= 0.100 CEHV= O, 300 *$ECNO 19930.000 3265 DIVIDED FLOW 0.0 678. O. 72 O. 0.0 562. O. 50 650. 450.60 13172, 0.058 0 0.0 18353. O, 058 2 450.63 789. 0.045 0 450.82 871. 0.055 0 O. 03 940. O. 054 0 O. 02 1116. O. 050 0 19930,00 19.04 451.04 0.0 0.0 451.08 0.04 20000. 16300. 3340, 360. 13903. 1154. 557. 0.37 1.17 2.89 0.65 0.055 0.045 0.055 0.000362 1000. 660. 550. 0 0 0 0.0 8656. O. 055 2 *SECNO 21560 000 0.0 24. O. 58 1150. 451. q8 1137. 0.045 0 3265 DIVIDED FLOW 21560.00 19.46 451.86 20000. 14727 5249. 0.55 1.70 4.62 0.000924 1600. 1630. 0.12 42. 0.055 0 OLOSS BANK ELEV TWA LEFT/RIQHT ELMIN SSTA TOPWID ENDST 0.0 0.0 449,00 O, O. 451.00 0.0 431.40 1235,00 0.0 5155.55 6970.00 0.19 0.00 453.00 268. 81. 453.00 0.0 431.70 1039.92 0.0 5672.44 7302.74 0.25 0.01 453.00 664. 199. 453.00 0.0 432.00 1030.36 0.0 5273.12 7031.45 0.88 0.02 455.00 1129. 353. 455.00 0.0 432.40 1372.12 0.0 3301.16 5874.32 C C 1/00/35 7,0057 PAGE SECNO DEPTH CWSEL CRIWS WSELK EQ HV HL G GLOB GCH GROB ALOB ACH AROB VOL TIME VLOB VCH VROB XNL XNCH XNR WTN SLOPE X~OBL XLCH XLOBR ITRIAL IDC ICONT CORAR 1490 NH CARD USED *SECNO 22370.000 DIVIDED FLOW 22370,00 20.26 452. 76 0.0 20600. 16117. 4449. 34. 0.80 1.16 3, 11 0.32 0.000395 1620. 810. 400. CCHV= O. 100 CEHV= *SECNO 23800.000 3265 DIVIDED FLOW O. 300 0.0 452.81 0.05 13934. 1430. 109. 0,060 0.045 0,055 2 0 0 23800.00 20.02 453. 32 0.0 ~.0 453.36 0.04 20600. 17036. 3424. 140. 11132. 1445. 144. 0,97 1.53 2.37 0.98 0.055 0.045 0,055 0.000764 940. 1430. 600. 2 0 0 *SECNO 24700.000 3265 DIVIDED FLOW 24700.00 20.34 454. 24 0.0 20600. 11830. 7502. 1269, 1.07 1.79 5.32 1.25 0.001236 1170. 900. 310. *SECNO 25530,000 3263 DIVIDED FLOW 25530. O0 EXTENDED 3280 CROSS SECTION 25530,00 20.63 455. 03 0,0 20&O0,, 8066. 6861', 5673. 1. 16 1.61 4. 70 1.33 0.000660 920. 830. 560, 0,0 454.43 0.19 6620. 1409. 1012. 0.055 0,045 0,055 2 0 0 1.22 FEET O.O 455.16 0.14 5002. 1460. 4275. 0.055 0.045 0.055 I 0 0 OLOSS BANK ELEV TWA LEFT/RIGHT ELMIN SSTA TOPWID ENDST 0.82 0.01 454. 60 1573. 491, 454.50 0,0 432.50 1197.57 0.0 4478.92 6515.26 0.55 0.00 450.00 1893. 590. 454.00 0.0 433.30 1692.54 0.0 4647.01 7326.43 1.02 0,04 451.00 2165, 696. 456.00 0.0 433.90 1625.40 0.0 4150.97 6564.92 0.73 0.01 454.50 2349. 767. 454.20 0.0 434.40 721,55 0,0 3634.32 4600.00 1/08/G5 7.0057 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS BANK ELEV G GLOB GCH GROB ALOB ACH AROB VOL TWA LEFT/BIGHT TIHE VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XEOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *8ECNO 26830.000 3265 DIVIDED FLOW 26830.00 19. 70 45&,00 0.0 0.0 456.11 0,11 20600. 9421. 6257. 4922. 4942. 1515. 3465. 1.30 1.91 4,13 1.42 0.055 0,045 0.055 0,000898 1200. 1300, 1200. ~ 0 0 *SECNO 28080.000 3265 DIVIDED FLOW 28080.00 2[.98 457.18 20600, 3277, 9470. 1.37 2. 10 5.66 0,001940 750. 1230. 1490 NH CARD USED *SECNO 28870.000 3265 DIVIDED FLOW 0.0 7852. 2.07 1000, 28870.00 22.05 458.35 0.0 21300, 5018. 10652. 5630, 1.42 2.19 7.28 1.67 0.001465 500. 790. 900. CCHV= O. 100 CEHV= 0.300 *SECNO ~610.000 3265 DIVIDED FLOH 0.0 1560. O. 055 3 0.0 2294. O. 052 457.45 1673. 0.045 0 458. 79 1464, 0.045 0 0.26 3802. 0.055 0 0.44 3370. 0.055 0 29610.00 2[. 97 459.37 0.0 0.0 459.54 0.17 21300. 6453, 9243, 5~04. 3767. 1937. 4485. 1.4~ t. 71 4.77 1.25 0.055 0.045 0.055 0,00069~ 700. 740. 800. 2 0 0 0.94 0.00 457,80 2b37, 865. 457.30 0.0 436.30 797.02 0.0 3458.72 4824.80 1.30 0.05 457.70 2822. 931. 458.40 0.0 ' 435.20 1696.16 0.0 2856.12 4871.38 1.29 0,05 454.70 2947. 983. 459.30 0,0 436.30 1577.58 0.0 3028.09 4779.67 0.72 0.03 460.00 3096. 1039. 458.60 0,0 437 40 1142.01 0.0 3328.96 4~04.70 PAGE 10 1/08/85 7. 0037 PAOE 11 SECNO DEPTH CWSEL CRIWS WSELK EQ HV HL OLOSS BANK ELEV Q QLOB GCH ~ROB ALOB ACH ARO8 VOL 'TWA LEFT/RIgHT TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE X~OBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *~ECNO 30570. 000 3265 DIVIDED FLOW 30570.00 20.36 460.16 0.0 0.0 460.31 0.14 21300. 9328. 8523. 3448. '4708. 1997. 2623. 1.58 1.98 4.27 1.31 0.055 0.045 0.055 0.001053 850. 960. 900. 2 0 0 *SECNO 31230.000 3265 DIVIDED FLOW 31230.00 22. 88 4&0.~8 O. 0 O. 0 461. 10 0.12 21300. 5706. 7291. 8303. 3238. 1892. 4042. 1,65 1.76 3.85 2.05 0.055 0.045 0.055 0.001420 600. 660. 700. 2 0 0 1490 NH CARD USED *SECNO 32150. 000 32150.00 24.81 461.81 0.0 21300. 7987. 7197. 6115. 1.75 1. ~2 4.33 1.52 0000617 900. 920. 950. CCHV= 0300 CEHV= 0.500 *SECNO 32200. 000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3370 NORMAL DRIDGE, NRD= 0 MIN ELTRD= 32~00.00 ~4.57 461.57 0 0 21300. 2101. 15173. 402&. 1.76 1. 60 7. 72 3.75 0.0022~7 50. 50. 50. 0.0 461.93 0.12 5249. 1663. 4032. 0.055 0.045 0.055 2 0 0 465.00 MAX ELLC= 463.00 0.0 462.~8 0.71 1310. 1964. 1074. 0.055 0.045 0.055 ~ 0 0 0.77 0.00 459.50 3296. 1115, 459.20 0.0 439.80 2149.58 0.0 4126.65 6321.29 0.79 0.00 460.40 3433. 1180. 460.80 0.0 438.10 1926.27 0.0 4506.81 6436.95 0.83 0.00 460.50 3647. 1267. 460.00 0.0 437.00 1546.31 0.0 3636.17 5182.48 0.05 0.2~ 465.00 3655. 1270. 465.00 0.0 437.00 1785.54 0.0 2~77.05 4740.12 1/08/85 %0057 PACE SECNO DEPTH CWSEL CRIW8 WSELK EG HV HI.. OLOSS BANK ELEV ~ GLOB GCH GROB ALOB ACH AROB VOL TWA LEFT/RIGHT TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN 8STA SLOPE X~OBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 32230.000 3255 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 0 MIN ELTRD= 32230.00 24.82 461.82 0.0 21300, 2627. 14549. 4124. 1,76 1.57 7.25 3. A5 0.001965 50. 50. 50. CCHV= 0.100 CEHV= 1490 NH CARD USED *SECNO 32250.000 O. 300 3301 HV CHANGED MORE THAN HVIN8 32~50.00 23.43 462,43 0.0 21300. 8486. 6166, 6648. 1.77 1.32 3,54 1,28 0,000389 ~0. 50. ~0. CCHV= O. 100 CEHV= 0.300 ~SECNO 32780.000 32780.00 25.01 462.61 0.0 14900. 4976. 4929. 499~. 1.87 0.81 2.43 0.82 0.000163 530. 530. 530. · SECNO 34130.000 32G5 DIVIDEO FLOg 34130.00 25.78 462.78 0.0 14900. 36~I. 8504, 2735. ~. lO 0.74 1.~9 O. 58 0.000146 1000. 1350. 1000. 465.00 MAX ELLC= 463.00 0.0 462.41 0.~9 1671. 2007. 1268. 0.055 0.045 0.055 2 0 0 0.0 462.~0 0.08 &4~4. 1742. 5204. 0.055 0.045 0,055 2 0 0 0.0 462.64 0.04 6168. 2029. 6058. 0.055 0.045 0.05~ 2 0 0 0.0 462,82 0.04 4969. 4266, 4734. 0,055 0,045 0.055 2 0 0 O. 11 0.03 465.00 3661. 1273. 465.00 0.0 437.00 1735.18 0.0 2473.16 4775.37 0.04 0.05 460,50 3671. 1277. 460.00 0.0 437.00 1504.50 0.0 4029.02 5533.52 0,14 0.00 461.40 3839. 1325, 460.60 0.0 437.60 1108.42 0.0 3800.31 4908.73 0,18 0.00 461.10 4189, 1418. 461.80 0.0 437 00 771.80 0.0 4131.67 4925.42 1/02/~5 7.0057 PACE 13 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV G GLOB GCH GROB ALOB ACH AROB VOL TWA LEFT/RIGHT TIME VLOD VCH VRO~ XNL XNCH XNR WTN ELMIN SSTA SLOPE XEOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *8ECNO 35170.000 3~5 DIVIDED FLOH 34q5 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 35170.00 24.69 462.99 0.0 0.0 14900. 3689, 11211. O. 2707. 2.19 1.36 4.02 0.0 0.055 0.001011 1000. 1040. 1000. 2 14q0 NH CARD USED *SECNO 3&g70. O00 DIVIDED FLOW 462.70 ELREA= 463.19 2792. 0,045 0 0.20 O. 0.055 0 3&~70.00 25.04 465.04 0.0 0.0 465.39 0.35 14900. O. 9303. 5597. O. 1636. 2239. 2.29 0.01 5.69 2.50 0.060 0.045 0.060 0.001584 1500 1800. 1600. 3 0 0 1490 NH CARD USED *8ECNO 39440.000 DIVIDED FLOW 39440.00 25.75 467.75 0.0 0.0 468.17 0.41 15600. 1830. 10919. 2852. 944. 1803. 1702. 2.43 1.94 6,06 1.68 0.055 0.045 0.060 0.000096 1025. 2470. 2450. 2 0 0 465.00 2.16 0.05 465.00 4595. 1539. 465.00 0.0 440.00 2898.14 0.0 890.26 4002.95 2.76 0.02 464.00 4814. 1586. 462.50 0.0 442.00 3764.59 0.0 924.79 4724.20 0.32 0.05 462.70 4415. 1488, 465.00 0.0 438.30 696.13 0.0 1946.23 2764.74 1/08/85 7.005~ PA~E 14 HEC~ RELEASE DATED NOV 76 UPDATED MAR 1985 ERROR CORR - 01o 02, 03, 04, 05 MODIFICATION - 50, 51, 52, 53, 54,55 T1 CAMPBELL RANCH PROdECT, DENTON CREEK, LEWISVILLE, TEXAS T2 IO0-YE~R FLOOD, EXISTINO CONDITIONS WITH FLOODWAY T3 FILE d1354. LID. EXIST1 1-08-85 dPD ICHECK ING NINV IDIR STRT METRIC O. 3. O. O. 0.0 0.0 NPROF IPLOT PRFVS XSECV XSECH FN 15. 000 O. 0 -1. 000 O. 0 O. 0 O. 0 HVINS 0.0 ALLDC 0.0 0 IBW THIS RUN EXECUTED 0.0 WSEL. FQ 451. 600 O. 0 CHNIM ITRACE 0.0 0.0 1/08/85 7.00~7 SECNO DEPTH CWSEL CRIWS Q QLOB QCH ~ROB TIME VLOB VCH VROB SLOPE XEOBL XLCH XLOBR I~PROF 2 CCHV= 0. 100 CEH~/= 0.300 14~0 NH CARD USED *SECNO 18440.000 2800 NAT ~1= 9751. 46 WSEL= NAT ~1= 13599. RATIOS LOB, CH, ROB= WSELK EG HV HL QLOSS BANK ELEV ALOg ACH AROB VOL TWA LEFT/RIGHT XNL XNCH XNR WTN ELMIN SSTA ITRIAL IDC ICSNT CORAR TOPWID ENDST 450.60 ENC Gl= 9751,46 WSEL= 451.40 RATIO= 0,0 0.8665 0,0793 0,0542 WSEL= 451.40 3470 ENCROACHMENT STATIONS= 2331.& 5585.3 TYPE= 18440.00 20.20 451,60 0.0 450.60 451.&4 ~0000. 17850. 2150. O. 13041. 894. 0.0 1,37 2.41 0.18 O.O&O 0.045 0.0003~7 O, O. O. 0 0 *SECNO 19330.000 3265 DIVICED FLOW 3470 ENCROACHMENT STATIONS= 1000.0 5975.0 TYPE= lq330.00 ~0.05 451.75 0.0 450,81 451.76 20000. 18970. 1030. O. 22755. 988. 0.~2 0.83 1.04 0.0 0.058 0.055 0.000113 650. 890. 650. 2 0 CCHV= O. tO0 CEHV= 0.300 *SECNO 19~30,000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 1500.0 6330.0 TYPE= 1~930,00 1~.89 451.8q 0,0 431.04 451.91 20000. 17157. ~84J. O. 16604. 1250, 0.44 1,03 2.27 0.0 0.053 01045 0.000212 1000. ~60. 550, 2 0 4 TARGET- 0.283 0.04 0.0 0.0 449.00 O. O. O. 451.00 0,055 0.0 431.40 2331.&4 0 O. 0 3253. 66 5585.30 I TARGET- 4975.000 0.01 0.13 0.00 453.00 O. 286. &l. 453.00 0.055 0.0 431.70 1028.10 0 0.0 4837.28 5960.20 1 TARGET= 4830.000 0.03 0.15 0.00 453.00 O, 755. 167. 4~3.00 0,055 0.0 432.00 1500.00 0 0.0 4507.94 6187.22 *SECNO ~1~0 ()00 1/08/~5 7.0057 PAGE SECNO DEPTH CWSEL CRIWS WSELK EG Q ~I.OB OCH GROB ALOB ACH TIME VLOB VCH VROB XNL XNCH SLOPE X60BL XLCH XLOgR ITRIAL IDC HV HI_ OLOSS BANK ELEV AROB VOL TWA LEFT/RIGHT XNR WTN ELMIN SSTA ICONT CORAR TOPWID ENDST 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 21560.00 20.01 452.41 20000. 15017. 4914. 0.64 1.63' 4.11 0.000706 l&O0. 1630. 1490 NH CARD USED ~SECNO 22370.000 32&5'DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 22370.00 20.7b 453.26 20&O0. 15692. 4908. O. B6 1.34 3.27 0.000477 16~0. 810. CCHV= 0. 100 CEtlV= 0.300 *SECNO 23800.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 23800.00 ~0.68 453, g8 ~0600. 15354. 5246. 0.~9 1.8~ 3.15 0.00103~ 940 1430. · S~CNO 24700.000 3265 DIVIDED FLOW 1800. 0 0.0 70. O. 67 1150. 2172.0 0.0 O. 0.0 400 31&0.0 0.0 O. 0.0 600. 6050.0 451.86 9201. 0.055 &070. O 45A. 76 11705. 0.060 6940.0 453.32 8142. 0.055 TYPE= 452.50 1196. 0.045 0 TYPE= 453.32 1499. 0.045 0 TYPE= 454.06 1663. 0,045 0 I TARGET= 4250.000 0.10 0.57 0.02 455.00 104. 1~76. 311. 455.00 0.055 0.0 432.40 1800.00 0 0.0 3349.75 5877.04 I TARGET= 3898.000 0,06 0.81 0.00 454.60 O. 1690. 4A9. 454.50 0.055 0.0 432.50 ~172.00 0 0.0 3242.50 5422, 10 I TARGET= 3780.000 0.08 O. 73 0.01 450.00 O. 1956. 500. 100000.00 0.055 0.0 433,30 3160,00 0 0.0 3068.24 &940.00 3470 ENCROACHMENT STATIONS= 2555.0 6055.0 TYPE= I TARGET= 3500.000 1/0B/05 7.0057 PAGE 17 SECNO DEPTH CWSEL CRIWS WSELK E9 HV HL OLOSS BANK ELEV G GLOB GCH GROB ALO~ ACH AROB VOL TWA LEFT/RIGHT TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN 8STA SLOPE XEOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 24700.00 21.18 455.08 0.0 454.24 455.28 0.21 1.19 20600. 11925. 8113. 562. 6337. 1524. 560. 2186. 1.09 1.88 5.32 1.00 0.055 0.045 0.055 0.0 0.001131 1170. 900 310. 2 0 0 0.0 *SECNO 3280 CROSS SECTION 25530.00 EXTENDED 3470 ENCROACHMENT STATIONS= 1160.0 25530.00 21.46 455.86 0.0 20600. 8317. 8017. 4266. 1. 1& 1.81 5.19 i.48 0.000748 920. 830. 560. · SECNO 26830.000 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 1190.0 2~830.00 ~0.63 45~.g3 0.0 ~0600. ~ll, 6~23. 3767. 1.~ 2.04 4.12 1.72 0.000879 1200. 1300, 1~00, · SECNO 28080.000, 32~5 DIVIDED FLOW 3470 ENCROACHMENT STATION~= 2450.0 28080.00 2~.93 458.13 0.0 20600. 308. 10660, 9632, 1.36 1.30 5.~4 2.65 0.001982 750. 1250 1000. 1490 NH CARD USE;~ 2.06 FEET 3830.0 TYPE= 455.03 456.05 4588. 1544. 0.055 0.045 2 0 3940.0 TYPE= 456.00 457.06 4855. 1681. 0.055 0.045 2 0 4200.0 TYPE= 457.18 458.44 238. 18~2. 0.055 0.045 2 0 I TARGET= O. 19 O. 77 2873. 2352. O. 055 O. 0 0 0.0 I TARGET= O. 13 1.00 2188. 2600. O. 055 O. 0 0 0.0 I TARGET= O. 31 1. 32 3630. O. 055 O. 0 0 0.0 0.04 451.00 577. 456.00 433,90 2555,00 3320.49 6055.00 2670.000 0.00 454.50 633. 454.20 434.40 1160.00 2669.99 3830.00 2750.000 0.01 457.80 704. 457.30 436.30 11e0.00 2473.36 3940.00 1750.000 0.05 457.70 748. 458.40 435.20 2450.00 1725.06 4200.00 1/08/35 7.0057 PACE 18 8ECNO DEPTH CWS£L CRIW8 WSELK EG HV HL G GLOB GCH GROB ALOB ACH ARO8 VOL TIME VLOB VCH VROB XNL XNCH XNR WTN SLOPE XEO~L XLCH XLOBR ITRIAL IDC ICONT CORAR *SECNO 28870.000 3470 ENCROACHMENT STATIONS= 28870.00 23.01 459.31 21300. 3653. 10874. 1,41 2.13 7.01 0.001276 500. 7~0. CCHV= O. 100 CEHV= O. 300 *SECNO 2~610.000 3470 ENCROACHMENT STATIONS= 29610.00 22.84 460.24 21300. 6377. 10618. 1.47 2.05 5.15 0.000753 700. 740. *SECNO 30570.000 3470 ENCROACHMENT STATIONS= 30570.00 21.27 461.07 21300. 9122. 9642. 1.55 2.26 4.35 0.000953 8~0. 960. *SECNO 31230.000 3470 ENCROACHMENT STATIONS= 31230.00 23.70 461.80 21300. 4520. 8761. 1.61 2, 1~ 4.04 0.001303 600. 660. 1490 NH cARb USED · SECNO 32130.000 3470 ENCROACHMENT STATIONS= 32150.00 25,61 462.~I 21300. 7192. 767~. 1.70 1, 72 4.35 0.000578 gOO. 920. 2000.0 3730.0 TYPE= I TARCET= 0.0 458.35 459.73 0.43 1.26 6773. 1717. 1550. 3065. 2874. 2.21 0.055 0,045 0.055 0.0 900. 2 0 0 0.0 0L088 BANK ELEV TWA LEFT/RIOHT ELMIN 88TA TOPWID ENDST 1730.000 0.04 454.70 780. 459.30 436,30 2000.00 1729.99 ~730.00 1560.0 3270.0 TYPE= I TAROET= 1710.000 0.0 459.37 460.47 0.23 0.72 0.02 460.00 4305. 3114. 2062. 2607. 2~95. 810. 458.60 1.65 0.055 0.045 0.055 0.0 437.40 1560.00 800. 2 0 0 0.0 i710.00 3270.00 2740.0 4500.0 TYPE= I TARGETm 17&0.000 0.0 460.16 461.25 0.17 0.77 0.01 459. S0 2535. 4036, 2216. 1534. 3155. 845. 459.20 1.65 0.055 0.045 0.055 0.0 439.80 2740.00 900. 2 0 0 0.0 1760.00 4500.00 2860.0 4560.0 TYPE= I TAROET= 1700.000 0.0 460.98 461.97 0.16 0.72 0.00 460.40 8019. 2060, 2167. 2935. 3266. 871. 460.80 ' 2.73 0,055 0.045 0.055 0.0 438.10 2860.00 700. 2 0 0 0,0 1700,00 4560.00 2350.0 4440.0 TYPE= I TARGET= 0.0 461.81 462.74 0.14 0.77 6442. 4169. 1763. 3641. 3444. 1.77 0 055 0.045 0.055 0.0 950. 2 0 0 0.0 2090.000 0.00 460. 50 911. 460.00 437.00 2350.00 20gO. O0 4440.00 1/08/55 %0057 PACE SECNO DEPTH CWSEL CRIWS Q QLOB QCH QROB TIME VLOB VCH VROB SLOPE XLOBL XLCH XLOBR CCHV= O. 300 CEHV= 0.500 *SECNO 32200.000 3~65 DIVIDED FLOW 3370 NORMAL BRIDgEoNRD= 0 MIN ELTRD= 3470 ENCROACHMENT STATIONS= 22620.0 32200.00 225.41 462.41 0.0 221300. 1365. 15150. 4785. 1.70 1.49 7.19 3.38 0.001G~6 ~0. 50. 50. *SECNO 32230.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NED= 0 MIN ELTRD= 3470 ENCROACHMENT STATIONS= 2620.0 32230.00 25.~6 4622.56 0.0 21300. , 1538. 14903. 4859. 1.71 1.52 6.99 3.27 0,001705 50. 50. 50. CCHV: O. 100 CEltV= 1490 NH CARD U,~ED · SECNO 32~50. 000 0.300 3470 ENCROACHMENT STATIONS= 2225.0 3~250.00 26.11 463. 11 0.0 ~t30O. 8~73. ~886. ~140. 0.000413 50. 50. 50. WSELK EC HV HL OLOSS BANK ELEV ALOB ACH AROB VOL TWA LEFT/RIGHT XNL XNCH XNR WTN ELMIN SSTA ITRIAL IDC ICONT CORAR TOPWID ENDST 465.00 MAX ELLC- 463.00 4390. 0 TYPE= 1 TARGET= 461. 57 463.03 O. 61 O. 05 914. 2108. 1414. 3452. O. 055 -O. 045 O. 055 O. 0 2 0 0 0.0 465.00 MAX ELLC= 463.00 4390. 0 TYPE= I TARGET' 461. 82 463. 13 O. 57 O. 09 1010. 22132. 1485. 3457. O. 055 O, 045 O. 055 O. 0 2 0 0 0.0 4400. 0 TYPE= I TARGET= 462. 43 463. 21 O. 10 O. 04 531 &. 1827. 3889. 3466. O. 055 O. 045 O. 055 O. 0 ;2 0 0 0.0 1770.000 0.24 465.00 913. 465.00 437.00 2620.00 1342.43 4390.00 1770.000 0.01 465.00 914. 437.00 26220.00 1363.60 4390.00 2175.000 0.05 460.50 916. 460.00 437.00 22225.00 2175.00 4400.00 1/00/85 7.0057 PAGE 20 SECNO DEPTH CWSEL CRIWS WSELK EG Q GLOB QCH OROB ALOB ACH TIME VLOB VCH VROB XNL XNCH SLOPE X~OBL XLCH XLOBR ITRIAL IDC CCHV= O. 100 CEHV= O. 300 ~SECNO 32780.000 3470 ENCROACHMENT STATIONS= 1900.0 3980.0 TYPE= 32780.00 23.71 463.31 0.0 462.61 463.39 t4~O0,. 4621. 6764. 3514. 4269. 2126. 1.78 1.08 3.18 1.12 0.055 0.045 O. O00~&2 530. 530. 530. 2 0 *SECNO 34130.000 3470 ENCROACHMENT STATIONS= 1535.0 3480.0 TYPE- 34130.00 ~6.59 463.59 0.0 462.78 463.65 14900. 3~19. 10300. 1381. 3377. 4565. 1.97 0.95 2.26 0.67 0,055 0.045 0.000171 1000. 1350, 1000. 2 0 *SECNO 35170.000 3470 ENCROACHMENT STATIONS= 1988.0 2800.0 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= HV HL OLOSS BANK ELEV AROB VOL TWA LEFT/RIGHT XNR WTN ELMIN SSTA ICONT CORAR TOPWID ENDST I TARGET= 2080,000 0.08 0.18 0.00 461.40 3137. 3591. 942. 460.60 0.055 0.0 437.60 1900.00 0 0.0 2079.99 3980.00 I TARGET' 1945.000 0.06 0.25 0.00 461.10 2066. 3842. 990. 461.80 0.055 0.0 437.00 1535.00 0 0.0 1944.99 3480.00 TYPE= I TARGET- 812.000 462.70 ELREA= 100000.00 35170.00 25. 5t 463.81 0.0 4&2.99 464.06 14900. 1949, I~951. O. 1127. 309&. 2.04 1.73 4.18 0.0 0.055 0.045 0.001005 1000. 1040. 1000. 0 0 1490 NH CARD USED *SECNO 35~70.000 3265 DIVIDED FLOH 3470 ENCROACHMENT STATIONS= 29000 37q5.0 TYPE= 3697000 ~5.89 4~5.89 0 0 465.04 466,33 14?00 O. 10751. 4149. O. 1772. 2.14 0.0 6.07 ~.35 0.055 0,043 0.001~31 1500. 1800. 1~00. 3 0 0.24 0.35 O.O& 462.70 O. 4009. 1022. 100000.00 0.055 0.0 438.30 1988.00 0 0.0 791.08 2779.08 I TARGET= 895.000 0.44 2.21 0.06 463.00 1766. 4161. 1052. 465.00 0.060 0.0 440.00 2900.00 0 0.0 805.37 3795.00 I I ! I 1/08/85 7,0057 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK EL£V Q QLOB QCH QROB ALO~ ACH AROB VOL TWA LEFT/RIQHT TIME VLO0 VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XEOBL XLCH XLOBR ITRIAL IDC ICONT ¢ORAR TOPWID ENDST 1490 NH CARD USED *SECNO 39440.000 3470 ENCROACHMENT STATIONS= 3q21.0 4517.0 TYPE= 3~440.00 26.&8 468.68 0.0 467.75 469.15 15600. 1073. 11890. 263&. 508. 1~05~ 2.27 2.11 6.24 1.87 0.055 0.045 0.000885 1025. ~470. 2450. 2 0 I TARGET= O. 48 2.82 1413. 4361. O. 060 O. 0 0 0.0 596.000 0.01 464.00 1090. 462.50 442.00 3921.00 596.00 45t7.00 PA~E 21 I I I ! 1/00/~5 7.0057 HEC2 RELEASE DATED NOV 76 UPDATED MAR 1~82 ERROR CORR - 01,02, 03, 04, 05 NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER dt35~.LID. EXISTI SUMMARY PRINTOUT TABLE 150 SECNO XLCH ELTRD ELLC ELMIN 18~40.000 0.0 0.0 0.0 431.40 18440.000 0.0 0.0 0.0 431,40 19330.000 890.00 0.0 0.0 431.70 1~330.000 890.00 0.0 0.0 431.70 19930.000 &&O. O0 0.0 0.0 432.00 17730.000 660,00 0.0 0.0 432,00 21560.000 1630.00 0.0 0.0 432.40 21560.000 1G30.00 0.0 0.0 432.40 22370.000 810.00 0,0 0.0 432.50 22370.000 810.00 0.0 0,0 432.50 23800.000 1430.00 0.0 0.0 433.30 23800.000 1430,00 0.0 0.0 433.30 24700.000 qO0, O0 0.0 0.0 433. g0 24700.000 700.00 0.0 0.0 433.90 25530.000 83000 0.0 0.0 434.40 25530000 830.00 0.0 0.0 434.40 2&830,000 1300 00 0.0 0.0 436.30 2&~30.000 13C0.00 0.0 0.0 436.30 20080 000 1~50.00 0.0 0.0 435.20 2S080.000 1250.00 0.0 0.0 435.20 ~870.000 790 O0 0.0 0.0 436.30 ~0870 OOO 7~0.00 0.0 0,0 436.30 THIS RUN EXECUTED INDICATES MESSAGE IN SUMMARY OF ERRORS LIST 1/08/85 ~ CWSEL CRIWS EO IOK*S VCH 20000.00 450.60 0.0 450.63 4.21 ~.40 20000.00 451.60 0.0 451.64 3.67 2.41 20000.00 450.81 0.0 450.82 ~.02 1.44 20000.00 451.75 0.0 451.76 1.13 1.04 20000.00 451.04 0.0 451.08 3.62 20000.00 451.89 0.0 451.91 2.12 20000.00 451.86 0.0 451.98 9.24 4.62 20000.00 452.41 0.0 452.50 7.06 4.11 20600.00 452.76 0.0 452.81 3.95 3.11 20&O0. O0 453.26 0.0 45332 4.77 3.27 20600.00 453.32 0.0 453.36 7.64 . 2.37 20600.00 453.98 0.0 454.06 10.89 3. 1~ 20~00,00 454,24 0.0 454.43 12.3~ 5.32 20600.00 455.08 0.0 455.28 11.31 5.32 20600.00 455.03 0.0 455.16 6.60 4.70 20600.00 455.86 0.0 456.05 7.48 5.19 20600.00 456.00 0.0 456.11 8.98 4.13 20600.00 45~.93 0.0 457.06 8.79 4.12 20600.00 457.18 0.0 457.45 19.40 5.66 20600.00 458. 13 0.0 458.44 19.82 5.64 21~00.00 458.35 0.0 458.79 14.&5 7.28 21300.00 459.31 0.0 459.73 12.76 7.01 7.0117 AREA .01K 14901.39 9751.46 13934.96 10436.92 20339.63 14055.24 23742.62 18808.78 15614.&0 10507.48 17853.23 13738.03 9834.77 6581.18 10500.87 7525.72 15472.48 103&2.73 13204.01 9434.59 12721.2& 7451. la 9804.5~ 6241.34 9040.36 5860.40 8420.10 6124.79 10737.34 8016.84 9005.59 7534.48 992~.26 6874.51 8723.80 6947.88 7034.86 4676.73 5759.72 4626.83 7128.45 5565.05 &331.&l 59&2.34 ! I ! 1 ! 110818~ 7.00~7 SECNO XLCH ELTRD ELLC ELMIN ~9610000 740~00 O0 0.0 43%40 ~9610.000 - 740.00 O0 0~0 437~40 30570.000 960.00 0.0 0,0 439.80 30570.000 960.00 0.0 0,0 439,80 31230.000 660,00 0.0 0.0 438.10 31230.000 660.00 0.0 0,0 438,10 32150.000 920.00 0.0 0.0 437.00 32150.000 920.00 0.0 0.0 437.00 32200.000 50.00 465.00 463.00 437.00 32200,000 50.00 465.00 463.00 437.00 32230,000 50.00 465.00 463.00 437.00 32230.000 50,00 465.00 463.00 437.00 32250.000 50.00 0.0 0.0 437.00 32250.000 50.00 0.0 0.0 437.00 32780.000 530.00 0.0 0.0 437.60 3U780.000 530.00 0.0 0.0 437.60 34130000 1350.00 0.0 0.0 437.00 34130000 t350.00 0.0 0.0 437.00 35170.000 1040.00 0.0 0.0 438.30 35170.000 1040.00 0.0 0..0 438,30 36970.000 1800.00 0.0 0.0 440.00 36970.000 1800.00 0.0 0.0 440.00 39440.000 2470.00 0.0 0.0 442.00 39440000 2470.00 0.0 0.0 442.00 G CWSEL CRIWS £~ IOK*S 21300.00 459,37 O0 45g. 54 21300,00 460.24 0.0 460.47 7.53 21300.00 460,16 0.0 460.31 10.53 21300.00 4~1.07 0.0 461,25 9.53 21300.00 460.98 0.0 461.10 14.20 21300.00 461,80 0.0 461.97 13.03 21300,00 461.81 0.0 461.93 6.17 ~1300.00 462.60 0.0 462.74 5.78 21300.00 461.~7 0.0 462.28 22.87 21300.00 462.41 0.0 463.03 18.26 21300.00 461.82 0,0 46~.41 19.65 21300.00 462.56 0.0 463.13 17.05 21300.00 462.43 0.0 462.50 3.89 21300,00 4&3,11 0.0 463,21 4,13 14900.00 46~.61 0.0 46~.64 1.63 14900.00 463.31 0.0 463.39 14q00.00 ' 462.78 0.0 46~.82 1.46 14900.00 463.59 0,0 463.65 1.71 14900.00 462.99 0.0 463.19 10,11 14900.00 463.81 0.0 464.06 10.05 14900.00 465.04 0.0 465.39 15.84 14~00.00 465.89 0.0 466.33 16.31 15600.00 467.75 0.0 468.17 8.96 15600.00 468.68 0.0 469.15 8.85 PAGE 23 VCH AREA .01K 4.77 10188.09 8094.14 5.15 778~.30 7760.57 4,27 9327.55 6564.30 4,35 7785.68 6899.62 3.85 917~.~6 5601.78 4.04 7163.21 5900.59 4.33 10943.88 8572.29 4.35 9573.45 8858.53 7.72 4348.36 4453.66 7.19 4436.06 4984.29 7.25 4946.42 4805.39 6.99 46~7.06 5158.07 3.54 133¢0.03 10804.~8 3.77 11031.73 10479.57 ~.43 14~54.14 11687.68 3,18 9532,0~ 9~07.8~ 1. 99 13968. 95 1~311. 96 2.26 10008.42 11380.36 4.0~ 5499.46 4685.97 4.18 4~22,73 4699.~1 5.69 3875.18 3743.89 6.07 3538.21 3689.45 6.06 4448.3~ 5211.37 6.24 38~4,87 5243.66 I I I ! I 1/08/35 7. 0(')57 J1354. LID. EX IST1 SUMMARY PR I~JTOUT TABLE 150 SECNO Q CWSEL 18440.000 20000.00 450.60 18440.000 20000.00 431.60 19330.000 20000.00 450.81 19330,000 20000.00 451.75 19930.000 2000000 451,04 19930.000 20000.00 451.89 21560.000 20000,00 451.86 21560.000 20000,00 452.41 22370.000 20600.00 452.76 22370.000 20600.00 453.26 23800.000 20600.00 453,32 23800.000 20600.00 453.98 24700.000 20600.00 454.24 24700.000 20600.00 455.08 25530,000 20600,00 45503 25530.000 20600.00 455.86 26830.000 20600.00 456.00 2&830.000 20600.00 456.93 28080.000 20600,00 457,18 2~080.000 20600.00 458.13 28870.000 2i300.00 458.35 2~870.000 21300.00 459.31 29~10.000 21300.00 459,37 29a10.000 21300.00 460,24 30570.000' 21300.00 460.16 30570.000 2130000 4a1.07 31~30.000 21300 O0 460.98 31230.0C0 21300 O0 4~1.80 3~130,~00 21JO0. O0 4~1.81 3~150 O00 21300 O0 46~.60 3~00,000 21300 00 461.57 32200,000 21J00.00 462.41 DIFWSP 0.0 DIFWSX 0.0 1.00 0,0 0.0 0.21 0.95 O. 15 0.0 0.24 O. 84 O. 14 0.0 0.82 O, 54 O. 52 0.0 0.90 O. 50 O. 85 0.0 0.56 O. 66 O. 72 0.0 0.92 O. 84 1. 10 0.0 O. 79 O. 84 O. 78 0.0 0.97 O. 94 1.07 0.0 1.19 O. 94 1.20 0.0 1.16 0.9S 1. 18 O. 0 1.02 O. 87 O. 93 0.0 0.80 O. 91 O. 84 0.0 0.82 O. 82 O. 73 0.0 0.~3 O. 80 O. 80 O. 0 -0. 24 O. 84 -0. 19 DIFKWS TOPWID XLCH 0.0 5155.55 0.0 1.00 3253.66 0.0 0.0 5672.44 890,00 0.95 4837.28 890.00 0.0 5273.12 660.00 0,85 4507.94 660.00 0.0 3301.16 1630.00 0.54 3349.75 1630.00 0.0 4478.92 810.00 0.50 3242. 50 810.00 0.0 4&47.01 1430,00 0.66 3068.24 1430.00 0.0 4150.97 900.00 0.84 33~0.49 900.00 0.0 3&34.32 830.00 0.84 2669.99 830.00 0.0 3458.7~ 1300.00 0.94 2473.36 1300.00 0.0 2856.12 1250.00 0.94 1725.06 1250.00 0.0 3028.09 7~0.00 0.96 1729.99 790,00 0.0 3328.96 740.00 0.87 1710,00 740,00 0,0 41~6.&5 960.00 0.91 1760.00 960.00 0.0 4506.81 660.00 0.82 1700.00 660.00 0.0 3636. 17 920.00 0.80 2090.00 920.00 0.0 2277.05 50.00 0.84 1342.43 50.00 PAGE 24 t/08/83 7.0037 PAGE 25 SECNO 3~230,000 21300.00 32230.000 32250.000 21300.00 32250.000 21300.00 3~780,000 14900.00 32780.000 14~00,00 34130.000 14900.00 34130.000 14900.00 35170.000 14900.00 35170.000 14~00.00 369Z0.000 14900.00 36970.000 14900.00 3~440.000 15600.00 39440.000 15600.00 CWSEL 46i.82 462.43 463.11 462.61 463.31 46~.78 463. 59 462.99 463.81 465.04 465.89 467,75 468.68 DIFWSP 0.0 0.74 0.0 0.0 0.70 0.0 0.80 0.0 0.82 0.0 0.85 0.0 0.92 DIFWSX O. 25 O. 14 0.61 O. 56 O. 18 O. 20 O. 18 O. 28 0.21 O. 23 2.05 2.08 2.72 D I FKWS 0.0 O. 74 0.0 O. 69 0.0 O. 70 0.0 O. 80 0.0 O. 82 0.0 O. 83 0.0 O. 92 TOPWID 2473. 16 1363.60 4029.02 2175.00 3800.31 4131.67 1944.9~ 1946.23 7~1.08 890.26 805.37 924.79 596.00 XLCH 50.00 50.00 50.00 50.00 530,00 530.00 '13~0.00 1350.00 1040.00 1040.00 1800.00 1800.00 ~470.00 2470.00 APPENDIX B DENTON CREEK IO0-YEAR HEC-2 WATER SURFACE PROFILE COMPUTATIONS PROPOSED CONDITIONS ........ D&NNENB&UM ENGINEERING CORPORATION HEC2 RELEASE DATED NOV 7& UPDATED MAR 1982 ERI(OR CORR - 01, 02, 03, 04, 05 MODIFICATION - 50, 51, 52, 53,54, 55 Ti CAMPBELL RANCH PROJECT~ DENTON CREEK, LEWISVILLE, TEXAS T2 IO0-YEAR FLOOD, PROPOSED CONDITIONS WITHOUT FLOODWAY T3 FILE d1354. LID. PROP21 1-08-85 dPD J1 ICHECK INQ NINV IDIR STRT METRIC THIS RUN EXECUTED 1/09/85 HVINS G WSEL FG O. 2. O. O, 0.0 0.0 0.0 ALLDC d2 NPROF IPLOT PRFVS XSECV XSECH FN 1. 000 O. 0 -1. 000 O. 0 O. 0 O. 0 O. 0 NC 0.055 0.055 0.045 0.100 0.300 ~T 4.000 20000.000 20000.000 20000.000 20000.000 ET 0.0 3.100 2450.000 7650.000 6.100 NH 5.000 0.050 2250.000 0.060 5480.000 NH 7&50.000 0.0 0.0 0.0 0.0 X1 13440.000 31.000 5480.000 5585.000 0.0 QR 460000 1000.000 448.000 1300.000 448.000 eR 440.000 2330.000 440.000 2500.000 445.000 QR 450.000 5350.000 451.000 5460.000 449.000 eR 434.000 5535.000 431.400 5545.000 431.400 OR 450.000 5700.000 450.000 5850.000 448,000 OR 450.000 6700.000 447.000 6780.000 466.000 OR 470.000 7650.000 0.0 0.0 0.0 IBW O. 450.600 NC 0.053 0.055 0.035 O. 100 0.300 ET 0.0 3.100 3730.000 8250.000 6.100 Xl 19330.000 61.000 5743.102 5965.000 400.000 OR 454.000 1000.000 450.000 1050.000 448.000 GR 446.000 2410.000 445000 2450.000 443.000 GR 445.000 2710.000 445,000 2860.000 444,000 OR 446.000 2q70.000 446.000 30;0.000 445.000 OR 445.700 3;50.000 447,000 3350,000 447.000 OR 447.000 3650.000 446.000 3710.000 446.000 OR 446,000 4080.000 446.000 4160.000 446.000 OR 447.000 4740.000 447,000 4800.000 447,300 OR 448500 5490.000 448300 5670.000 448.500 OR 443.500 5743.10~ 431.700 5787,000 431.700 ~R 453.000 59~5.000 4~:3.000 5975.000 4~2.000 OR 449.000 7035.000 44~.C00 7135.000 450.000 OR 460.000 8250.000 0.0 0.0 0.0 CHNIM 0.0 ITRACE 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2450.000 5585.301 0.0 0.0 0.0 0.045 5585.000 0.055 6700.000 0.050 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1800.000 447.000 2250.000 445,000 2300.000 2600.000 448.000 2750.000 448.000 5250.000 5480.000 446.000 5515.000 440.000 5525.000 5555.000 447.000 5560.000 451.000 5585.000 6000.000 450.000 6230.000 452.000 6500.000 6780.000 450.000 6940.000 460.000 7440.000 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3730.000 5975.000 0.0 0.0 0.0 650.000 890.000 0.0 0.0 0,0 1070.000 447.600 1750.000 447.000 2210,000 2600.000 443.000 2670.000 445.000 2680.000 2~00.000 443.000 2~20.000 445.000 2960,000 3040.000 443.000 3070.000 447.000 3100.000 3500,000 446,000 35~0.000 444.000 3600.000 3850.000 447.000 3940.000 447.000 4050.000 4450.000 445.000 4550.000 446.000 4700.000 5010.000 448.000 5040.000 448.500 5280.000 5700.000 448.500 5730.000 448.500 5740.000 5847.000 431.700 5897.000 440.000 5915.000 6205.000 451.000 6315.000 450.000 6435.000 7185.000 455.000 7915.000 455.000 8215.000 0.0 0.0 0.0 0.0 0.0 6. 1572 1/07/35 6, J572 PAO£ 2 NC 0.045 0.055 ET 0.0 3,100 %1 19~30,000- 52,000 OR 454.300 1000,000 OR 448.000 1220.000 OR 44~.000 1530.000 OR 447.000 2540.000 GR 445.000 3370,000 GR 447.000 4090.000 OR 448.500 5130.000 OR 448.500 5899.000 OR 453.000 6190.000 GR 449.000 6840.000 OR 453.000 7130.000 NC 0.055 0.055 ET 0.0 3.100 Xl ='1560.000 49.000 OR 460.000 I000.000 QR 452.000 1360.000 OR 44~.='00 2050.000 OR 449,000 3400.000 OR 450.000 3920.000 OR 451.000 44='0.000 GR 455000 5120.000 OR 453.000 5630.000 GR 453.000 5880.000 GR 453.000 6270.000 NH 5.000 NH &780.000 ET 0.0 GT 4.000 Xl ~2370.000 460.000 450.000 450. 500 OR 454. 500 457000 0.035 0.100 O. 5208.000 7350000 6. 5899.000 6190.000 800. 450.000 1040.000 448. 448,000 1320.000 449, 447.200 1900.000 447, 447.000 3070.000 446. 446.000 3380.000 447. 448000 4150.000 448. 448.500 5400.000 448, 432.000 5950.000 432. 453.000 6~20.000 452. 449.000 6900.000 450. 460.000 7350.000 O. 0.035 O. 100 O. 5180.000 6540.000 6. 5193.000 5504.000 1600. 455.000 1200.000 454. 451.000 1450.000 450. 449.000 2500.000 449. 449.700 3520.000 450, 448.000 4170.000 449. 452.000 4500.000 4~2. 455.000 51~3.000 432. 452.000 5780.000 452. 453.000 5920.000 453, 455.000 6340.000 460. O. 030 1300. 000 O. 0.0 0.0 O. 3. I00 5180. 000 6780. 20600. 000 20600. 000 20600. ='3. 000 5207. 602 5424. 1000. 000 449. 000 1300. 2~50. 000 450. 000 3670. 4970. 000 450. 500 5207. 5424. 301 454. 000 5870. 6610. 000 459. ~00 6630. NC 0055 0.055 ET 0.0 3.100 Xt 23800,000 51.000 CI 5580.000 433.430 OR 463 000 1000.000 OR 455000 1480.000 GR 450000 2110000 GR 450 000 3350.000 GR 451..0C0 4140.000 GR 451.000 5280.000 GR 454.000 5820.000 QR 455.000 6410.000 QR 433,300 6660.000 060 0 000 000 301 000 000 602 000 000 O. 6. ='0600. 800. 449. 449. 433, 452. 466. 0,035 0.100 O. 5450.000 7550.000 6. 6610.000 7000.000 720. 0.035 3.000 3. 460.000 1110.000 457 454.000 15~0.000 453. 44~.000 2820.000 44~. 4~0.000 3410.000 451. 450.400 4190.000 451. 451.000 5380.000 452. 454.000 5~40.000 455. 455.000 6510.000 450. 440.000 6~80.000 450. 300 100 000 000 000 000 300 000 500 500 000 000 000 0 300 100 000 000 000 000 000 000 000 700 000 000 000 602 0 100 000 000 000 000 040 500 000 300 100 000 000 000 000 000 000 000 000 000 000 000 5208. 550. 1330. 2170, 3240. 3460. 4300. 5600i 6040, 6440. 6920. O. 1250. 1480. 2730. 3700. 4250. 4820. 5260. 5790. ~970. 6450. O. 5180. O. 400. 17~0. 4010. 5260. 6310. 6780. 5450. 600. -100. 11~0, 1740. 2850. 3440. 4240. ~70. 6610. 6700. 0 000 000 000 000 000 000 000 000 000 000 000 000 0 0 000 000 000 000 000 000 000 000 000 000 000 000 035 0 000 0 000 000 000 000 000 000 0 000 000 000 000 000 000 000 000 000 000 000 000 0.0 6330.000 600.000 449,000 450,000 446.200 446.000 447.500 448. 500 448.500 432.000 451.000 451.000 0.0 0.0 55~'0. 000 1450. 000 454. 000 449. 000 448. 500 449. 000 4~0. 000 4~3. 000 432. 700 451. 000 452. 000 465. 000 3424.301 0.0 5430.000 0.0 800.000 448.000 448.000 433.040 4~2.000 0.0 0.0 5700. 000 700. 000 0.0 456. 000 452. 000 450. 000 451. 000 451. 000 452. 000 435. 000 450. 000 454. 000 O. O. 1460. 2280. 3350. 3750. 4660. 5700. 6130. 6550. 7030. O. O. O. 1290, 1570. 3050. 3800. 4280. 4970. 5440. 5850. 6150, 6540. O. O. O. O. 4070. 5310. 6480. O. O. O. O. 1280. 1860. 3280. 3540. 4380. 5750. 6310. 6620. 7000. 0 0 0 000 000 000 000 000 000 000 000 000 000 0 0 0 0 000 000 000 000 000 000 000 000 000 000 055 0 0 0 0 000 000 000 000 0 0 0 0 0 000 000 000 000 000 000 000 000 000 0.0 0.0 0.0 449.000 450.000 446.400 445.000 447.000 448.500 448.~00 437.000 4~0.000 452.000 0.0 0.0 0.0 0.0 453. 000 448. 000 449. 000 449. 000 451. 000 4~4. 000 454. 000 4~1. 000 452. 000 0.0 6610. 000 0.0 0.0 0.0 0.0 448. 000 449. ~00 433. 040 453. ~'00 0.0 0.0 0.0 0.0 0.0 455,000 451. 000 450. 000 451. 000 450,600 453.000 454,000 440,000 453.000 O. O. 1520. 2420. 3360. 4070. 4960. 5880. 6150. 6650. 7070. O. O. O. 13='0. 1800. 3260. 3900. 4340. 5040. 5504. 5870. 6220. O. O. O. O. O. 2500. 4370. 5360. 6550. O. O. O. O. 1340. 1950. 3300. 3630. 4900. 5760. 6390. 6640. 7070. 0 0 0 000 000 000 000 000 000 000 000 000 000 0 0 0 0 000 000 000 '000 000 000 000 000 000 0 050 0 0 0 0 000 000 000 000 0 0 0 0 0 000 000 000 000 000 000 000 000 000 454.000 7239.000 470.000 7550.000 ET X1 CI OR OR GR 454.000 0.0 ET Xl C[ OR OR OR GR OR 0.0 3. 100 4175.000 24700.000 50.000 5060.000 4305.000 433.790 0.035 465.000 1000,000 462.000 457.000 1410,000 455.000 451.000 2180.000 450.000 452.000 3180.000 452.000 453.000 4110.000 453.000 454.000 4780.000 454.000 440.000 5140000 433.900 455.000 5390,000 455.000 454.000 5850.000 454.000 453.000 6480.000 451.000 ET Xl CI QR OR OR OR 0.0 3.100 25530.000 44.000 2620.000 434.130 469.500 500.000 449,900 1000.000 451.000 1500.000 453. 100 2000.000 455.400 2500.000 455.&00 2800.000 452.900 3300.000 452.400 3800.000 451.500 4300.000 ET Xl CI OR OR 0.0 3.100 26830.000 53.000 2720.000 434.740 464.900 550.000 451,700 1000,000 452.800 1500,000 453.300 2000.000 455.900 2500.000 451. 600 3000. 000 456.~00 3200.000 453.300 3600.000 453.600 4100.000 453.100 4300.000 460.700 5000000 0.0 3.100 28080.000 48.000 2510.000 435.180 466.000 1019.000 460.100 1400000 455.600 1800.000 455.400 2300000 456, 100 2800,000 456.200 2963.000 2490.000 2600.000 0.035 460.500 451.100 451.400 453.400 454.500 454.700 452.700 452.200 452.100 2625.000 2900.000 0.035 461.900 451.300 452.800 454.2O0 457.600 448.700 454.500 453.300 453.600 452.900 461.900 2420.000 2700.000 0035 463.300 459.900 453.100 455.800 453.300 458.300 7240.000 0.0 6690.000 5200.000 3.000 1120.000 1550.000 2260,000 3340.000 4380.000 4800.000 5155.000 5430.000 6050.000 6500.000 4600. 2700. 3. 600. 1100. 1600. 2100. 2600. 2900. 3400. 3~00. 4400. 5~00. 3100. 3. 600. 1100. 1600. 2100. 2600. 3005. 3300. 3700 4~00. 4600. 5100. 5100. 2941. 3. 1100. 1500 I~00. 2400. 2838. 3000. 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 450.000 0.0 6.100 800.000 3.000 462.000 454:000 451.000 452.000 454.000 455.000 440.000 455.000 453.000 455.000 6.100 700.000 3.000 455.600 450.600 451.600 454.200 434.500 453.800 452.200 451.600 451.900 6.100 1270.000 3.000 459.100 451.200 452.400 454. 400 456.300 436.300 453.700 454.000 454. t00 453.900 465.000 6. t00 850.000 3.000 463.200 45~ 200 453.500 456.600 435.200 457.400 7280.000 0.0 4175.000 310.000 -100.000 1140.000 1650.000 2630.000 3530.000 4450.000 4850.000 5170.000 5550.000 6130.000 6580.000 2490.000 560,000 100.000 700.000 1200.000 1700.000 2200.000 2630.000 3000.000 3500.000 4000.000 4500.000 2625.000 1200.000 30.000 700.000 1200.000 1700.000 2200.000 2700.000 3027.000 3400.000 3800.000 4300.000 4700.000 5200.000 2420.000 1000.000 30.000 1200.000 1600.000 2000.000 2~00.000 2865.000 3100,000 455.000 0.0 4420. 000 750. 000 0.0 460. 000 453. 000 451. 000 453. 000 455. 000 451. 000 456. 000 454. 000 452. 000 460. 000 2750.000 700.000 0.0 452.900 451.300 451.500 454.300 434,400 453.200 452.800 451.700 453.800 3400. 000 1250. 000 0.0 455. 900 450. 900 453. 200 455. 300 456. 700 436. ~00 453. 200 454. 700 453. 500 455. 400 0.0 3600.000 900.000 O.O 460.000 458.000 455.500 457.600 435.300 455.500 7350. 000 0.0 0.0 0.0 0.0 1230.000 1870.000 2910.000 3800.000 4480.000 5000.000 5200.000 5700.000 6360.000 6670.000 0.0 0.0 0.0 800. 000 1300. 000 1800. 000 2300. 000 2670. 000 3100. 000 3600. 000 4100. 000 4600. 000 0.0 0.0 0.0 800.000 1300.000 1800.000 2300,000 2800.000 3062.000 3500.000 3~00.000 4400.000 4800.000 0.0 0.0 0.0 0.0 1245. 000 1659, 000 2100. 000 ;E600. 000 2900. 000 3200. 000 460. 000 0.0 0.0 0.0 0.0 460.000 452.000 451.000 453.000 455.000 451.000 456.000 453.000 452.000 462.000 0.0 0.0 0.0 450. 400 450. 800 45:~. 700 455. 000 454. 200 4~3. 300 452. 300 452. 000 0.0 0.0 0.0 0.0 452.900 451.100 453.100 456.000 457.800 457.300 452.800 4~4.000 453.800 457.800 0.0 0.0 0.0 0.0 461, 500 457. 100 456. 300 457. 700 458. 400 455. 000 7470. 000 0.0 0.0 0.0 0.0 1300.000 2080.000 2980.000 4000.000 4~10.000 5060.000 ~240.000 ~800.000 6410.000 6690.000 0.0 0.0 0.0, 900. 000 1400. 000 1900. '000 2400. 000 2700. 000 3200. 000 3700. 000 4200. 000 0.0 0.0 0.0 0.0 900.000 1400.000 1900.000 2400.000 2900.000 3100.000 3526.000 4000.000 4416.000 4900.000 0.0 0.0 0.0 0.0 1300, 000 1700 000 2200. 000 2700. 000 2~41. 000 3300. 000 1/09/85 6.1372 PAGE 4 GR 454.700 3400. QR 454.800 3900. GR 455,200 4400. CR 457,900- 4900. NH 5.000 O. NH 5400.000 O. GT 4.000 21300. ET 0.0 3. Xl 28870000 32. CI 0.0 O. GR 470.000 900, ER 454.000 2000. ER 457.000 2340. QR 457.200 2520. gR 459.300 2750. GR 457.400 4210. ~R 469.400 5210. NC 0.055 O. ET 0.0 3. Xl 29610.000 49. CI 2150.000 435. OR 470.000 520. GR 462.200 1000. GR 454.700 1500. GR 455. 100 2000. GR 437.600 2389. QR 457.000 2800. ER 456.800 3300. GR 457.400 3800. GR 456.700 4300. ER 463.600 4800. ET 0.0 3. Xl 30570.000 CI 3540.000 436. QR 470.200 t&O0. ~R 461.800 2100. gR 45&. 500 2600. GR 456 100 3100, CR 459.200 3600. GR 456.700 3850. ~R 458.~00 4000. QR 458,900 4500, ~R 458.000 4700. CR 460.~00 5200, ER 459. 100 5~00. CR 459.~00 6100. GR 46~.200 6600. CR 470. 100 7100. 000 453.800 3500.000 454.300 3600.000 000 455.500 4000.000 455.400 4100.000 000 455.100 4500.000 455.000 4600.000 000 460700 5000.000 464.900 5100.000 050 2140. 000 O, 060 2340. 500 O. 035 0 0.0 0.0 0.0 0.0 000 21300. 000 21300. 000 21300. 000 O. 0 100 23~5. 000 5400. 000 6. 100 23;25. 000 000 2580. 000 2670. 000 610. 000 900. 000 0 0.0 0.0 0.0 0.010 000 460. 000 1495. 000 456. 000 1695. 000 000 454. 800 2070. 000 453. 200 ='100. 000 500 435. 500 2405. 000 435. 500 2420. 000 000 454, 700 2580. 000 437. 600 2600. 000 000 459. 300 2810. 000 456. 500 2910. 000 000 457. 000 4510. 000 458, 500 4810. 000 000 473. 000 5400. 000 O. 0 O. 0 055 0.035 O. 100 0.300 0,0 100 2055.000 5100,000 6. 100 2055.000 000 2296,000 2440.000 650.000 800.000 830 0.035 3.000 3.000 30.000 000 468,500 600.000 466.800 700.000 000 460.500 1100.000 457.800 1200.000 000 455.500 1600.000 456.000 1700.000 000 456.000 2t00.000 458.100 2200,000 000 458.600 2440.000 458.700 2500.000 000 456 500 2900.000 456.300 3000.000 000 457.100 3400.000 457.600 3500.000 000 457.300 3900.000 457.300 4000.000 000 456.800 4400.000 459.300 4500.000 000 465,300 4900.000 467.000 5000.000 100 3445.000 7100.000 6.100 3445.000 000 3700.000 3940.000 900.000 900.000 230 0.035 3.000 3.000 30.000 000 468.200 1700.000 466.800 1800.000 000 458.500 2200 000 458.200 2300.000 000 456.200 2700.000 456.300 2800.000 000 456.100 3200.000 456.600 3300.000 000 459 500 3700.000 455.900 3756.000 000 458.200 3870.000 451.400 3884.000 000 438,700 4100.000 438.400 4200000 000 458.400 4583.000 44g.~00 4600.000 000 458.000 4800.000 458.~00 4900.000 000 460.100 5300.000 460.100 5400.000 000 458. 100 5700.000 459.100 5800.000 000 459.700 6200.000 460 100 ~300,000 000 4a2. g00 6700.000 464. 100 6800.000 000 0.0 0.0 0.0 0.0 453. 900 455. 300 455. 000 0.0 2499. ~00 0.0 0.0 3730. 000 610. OOO 0.0 456. 000 457. 000 435. ~00 436. 300 454. 800 464. 300 0,0 0,0 3270. 000 650. 000 0.0 464. 600 456. 500 454. 700 460. 000 458. 300 456. 300 457. 700 457. 000 460. 700 470. 000 4500. 000 900. 000 0.0 465. 400 457. 500 455. 600 457. 300 439. 800 455. 500 458. 000 457, 200 459. 500 459. 800 460. 400 465. 400 0.0 3700.000 454.700 3800.000 4200.000 455.300 4300.000 4700.000 455.400 4800.000 0.0 0.0 0.0 0.055 4510.000 0.050 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1790.000 454.000 1930.000 2140.000 457.000 2190.000 2435.000 457.000 2499.500 2630.000 451.500 2670.000 3110.000 456.400 3610.000 4910.000 467.300 5010.000 0.0 0.0 0.0 0.0 0.0 0.0,' 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.~ 800.000 463.800 900.000 1300.000 45~.600 1400.000 1800.000 454.800 1900.000 2296.000 437.400 2356.000 2600.000 457.300 2700.000 3100.000 456.300 3200.000 3600.000 457.400 3700.000 4100.000 456.800 4200.000 4600.000 461.600 4700.000 5100.000 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 1900.000 463.600 2000.000 2400.000 457. 800 2500. 000 2900.000 455.800 3000.000 3400.000 457.600 3500.000 3778.000 439.800 3812.000 3924.000 459.200 3940.000 4300.000 457.300 4400.000 4620.000 458.700 4661.000 5000,000 45~.800 5100.000 5500.000 459.800 5517.000 5900.000 459.900 6000.000 6400.000 461.000 6500.000 6900.000 467.600 7000.000 0.0 0.0 0.0 1/09/35 6.1572 PAOE 5 ET 0.0 Xl 31230.000 CI 3490.000- OR 464.900 462. 500 OR 462.200 459.600 OR 457.900 456.000 OR 460.400 OR 459.100 OR 455.100 459.800 OR 461.000 OR 460.000 OR 460.600 OR 464.400 NC 0.055 ET 0.0 Xl 32150.000 CI 0.0 OR 470.000 OR 457.000 OR 457.000 OR 461.500 OR 437.000 458.000 OR 452.000 OR 461.000 3.100 69.000 436.550 1000.000 1500.000 1800.000 2100.000 3213.000 3614.000 3800.000 4100.000 4300.000 4800.000 5300.000 5800,000 6300.000 6800.000 O. 055 3. 100 40. 000 0.0 1000. 000 2200. 000 2650. 000 3300. 000 3475. 000 3920. OOO 4350. 000 5110. 000 NC 0.055 0.055 ET 0.0 3.100 X1 32200.000 42.000 X2 0.0 0.0 OR 472.000 900.000 OR 456.500 2201.000 OR 460.500 2610000 GR 465 000 3380.000 OR 437,000 3475.000 OR 464.500 3650.000 QR 456.000 4270.000 OR 461.500 4430 000 GR 467.000 6000.000 ET 0.0 Xt 32230.000 X2 0.0 3.100 0.0 0.0 3395.000 3500.000 0,035 466.000 463.000 462.100 459.000 457.900 438.600 460.800 458.000 4~5.400 459.800 460.100 460.000 460.800 465.600 O. 035 3040. 000 3400. 000 0.0 461. 000 457. 000 456. 500 460. 500 437. 000 459. 000 433. 500 462. 000 0.015 3050.000 3380.000 0.0 467.000 456.500 456.500 460.000 437.000 462.000 456.000 461.500 472.000 3050.000 0.0 0.0 7100.000 3837.000 3.000 1100.000 1600.000 1819.000 2200.000 3234.000 3646.000 3837.000 4200.000 4400.000 4900.000 5400.000 5900.000 6400.000 6900.000 0.0 6180. 000 3525. 000 0.0 1600. 000 2220. 000 2680. 000 3400. 000 3489. 000 3980. 000 438O. 000 5200. 000 0.300 6260.000 3552,000 463.000 1310.000 2221.000 2611.000 3381.000 3489.000 3940O00 4350.000 4730.000 6260.000 6260. 000 0.0 463. 000 6./00 620.000 3.000 463.000 462.600 462.100 459.400 458. 400 438.100 460.300 457.500 456.900 460.200 460.300 460.800 461.300 467.600 0.0 6. 100 900. 000 0.0 461. 000 459. 000 459. 000 437. 000 447. 000 458. 000 457. 500 462. 000 0.500 6.100 50.000 465.000 462.000 461.500 460. 500 437.000 447.500 460.800 452.000 462.000 0.0 6.100 50.000 465.000 3395.000 700.000 30.000 1200.000 1700.000 1834.000 2272.000 3300.000 3661.000 3869.000 4236.000 4500.000 5000.000 5500.000 6000.000 6500.000 7000.000 0.0 3040. 000 930. 000 O. 010 1800. 000 2320. 000 2900. 000 3427. 000 3505. 000 4240. 000 4400. 000 5460. 000 0.0 3050.000 50.000 0.0 1700.000 2222.000 2635,000 3427,000 3510.000 4130000 4350.000 4800.000 0.0 3050. 000 50. 000 0.0 4560.000 620.000 0.0 463.000 462.400 461.300 458.400 460.000 438.500 459.400 456.000 457.100 460.200 460.400 460.400 461.800 470.000 0.0 4400. 000 920. 000 0.0 458. 000 456. 500 459. 000 437, 000 460. 000 456. 000 458. 000 464. 000 0.0 4440.000 50.000 0.0 460.500 459.500 461.000 437.000 460.000 461.000 453.000 462.000 0.0 4440. 000 50. 000 0.0 0.0 0.0 0.0 1300.000 1755.000 1900.000 2800.000 3400.000 3672.000 3904.000 4260.000 4600.000 5100.000 5600.000 6100.000 6600.000 7100.000 0.0 0.0 0.0 0.0 2000. 000 2620. 000 3100. 000 3440. 000 3525. 000 4280. 000 4520. 000 5800. 000 0.0 0.0 0.0 0.0 2000.000 2430.000 3000 000 3440.000 3550.000 4235.000 4380.000 5400.000 0.0 0.0 0.0 0.0 0.0 0.0 0.0 463.200 462.300 460.100 457.900 460.400 459.400 459.700 454.800 408.700 460.300 460.300 460. 500 462.400 0.0 0.0 0.0 0.0 0.0 459. 000 455. 000 460. 000 437. 000 461. 500 456. 000 461. 000 470. 000 0.0 0.0 0.0 0.0 461.500 459. 500 462.000 437.000 465.000 458.000 461.000 464,000 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1400.000 1770.000 2000.000 3154.000 3500.000 3708.000 4000.000 4276.000 4700,000 5~00.000 5700.000 6200.000 6700.000 0.0 0.0 0.0 0.'0 2100. 000 2640. 000 3200. 000 3470. 000 3650. 000 4350. 000 47;20. 000 6180. 000 0.0 0.0 0.0 0.0 2200.000 2520.000 3280.000 3470.000 3552.000 4236.000 4390.000 5800.000 0.0 0.0 0.0 0.0 1/09/85 6. t572 PACE 6 NC 0.055 0.0 Xl 32250.000- 470.000 OR 437.000 OR 437.000 OR 461. 500 437.000 458,000 OR 452.000 OR 461.000 0.035 3.100 40. 000 1000.000 2200.000 2650.000 3300. 000 3475.000 3820. 000 4350.000 5100. 000 NC 0.055 O. 055 OT 4.000 14900. 000 ET 0.0 O. 0 Xl 32780.000 50. 000 CI 0.0 O. 0 OR 471.400 600.000 OR 462.700 1100. 000 OR -458.400 1600. 000 OR 458.600 2100. 000 OR 439.200 2600.000 OR 461.400 3075.000 OR 439.200 3300. 000 OR 459.600 3800. 000 GR 457.600 4300. 000 OR 457.000 4663. 000 ET 0.0 Xt 34130.000 CI 0.0 OR 470.700 OR 459. 500 OR 458.400 OR 460.100 OR 436.300 OR 460.300 461.300 OR 459.800 460.100 463.500 468.900 0.0 51. 000 0.0 600. 000 1100. 000 1600. 000 2100. 000 2560. 000 2700. 000 3200. 000 3700. 000 4200. 000 4634. 000 5000. 000 0.045 3040.000 3400.000 461.000 457.000 456.500 460.500 437.000 459.000 462.000 O. 045 14900. 000 0.0 3075. 000 0.0 468. 900 461. 600 458. 000 459. 700 460. 600 439. 600 458 900 459. 300 457. 900 460. 400 0.0 2300.000 0.0 465.800 439.600 458.700 457.200 440.500 460.900 461.000 459.900 460.200 454.200 0.0 ET 0.0 O. 0 0 0 Xt 35170.000 55. 000 2400.000 X3 tO. O00 O. 0 O.O CR 470.200 600. 000 462,700 OR 460.700 1100. 000 462.200 GR 439 800 1600. 000 43~. 700 OR 462.000 2100. 000 459.300 QR 458.600 2516. 000 438,300 OR 465.000 2800. 000 467,800 QR 469.100 3300. 000 476.200 O. tO0 6180.000 3525.000 1600.000 2220.000 2680.000 3400.000 3489.000 3980.000 4380000 5200.000 O. tOO 14900. 000 0.0 3213. 000 0.0 700. 000 1200. 000 1700, 000 2200. 000 2700. 000 3130. 000 3400. 000 3900. 000 4400. 000 4677. 000 0.0 2672.000 0.0 700.000 1200.000 1700.000 220O0O0 2605.000 2800.000 3300.000 3800.000 4300.000 4675.000 0.0 0 0 2800. 000 0.0 700. 000 1200. 000 1700. 000 2200. 000 2578. 000 2900. 000 3318. 000 0,300 6.100 30000 461.000 459,000 459.000 437.000 447,000 458.000 457.500 462.000 O. 300 14900. 000 6. 100 530. 000 0.0 466. 600 460. 000 458. 100 460. 200 460. 100 437. 600 458. 900 439. 700 459. 200 459. 100 6.100 1000.000 0.0 461.600 459. 400 460.200 461.100 437.000 461.500 460.700 460.100 461.000 462,300 0.0 6. 100 1000 000 0.0 461. 700 461. 900 461, 200 462. 000 438. 300 468. 200 476. 000 0.0 3040.000 50.000 1800.000 2320,000 2900.000 3427.000 3305.000 4240.000 4400.000 5460.000 0.0 0.0 2550. 000 530. 000 O. 010 800. 000 1300. 000 1800. 000 2300. 000 2800. 000 3143. 000 3500. 000 4000. 000 4500. 000 4800. 000 1335.000 1000.000 0.010 800.000 1300.000 1800.000 2300.000 2627.000 2900.000 3400.000 3900.000 4400.000 4700.000 0.0 1988. 000 1000. 000 0,0 800. 000 1300. 000 1800. 000 2300. 000 2607, 000 3000. 000 3342. 000 0.0 4400.000 50.000 458.000 456.500 459.000 437.000 460.000 456.000 458.000 464.000 0.0 0.0 3980. 000 530. 000 0.0 464. 900 438. 900 457. 900 459. 800 460. 900 440. 200 458. 900 458. 200 458. 600 461. 900 3480,000 1350.000 0.0 460.600 459.800 459.700 431.800 440,300 462.200 460.000 459.800 461.900 461.100 0.0 2800. 000 1040. OOO 0.0 463. 200 46 I. 300 462. 200 462, 700 453. 300 468. 300 463. 000 0.0 0.0 0.0 2000.000 2620.000 3100.000 3440.000 3525.000 4280.000 4520.000 5800.000 0.0 0.0 0.0 0.0 0.0 900. 000 1400. 000 1900. 000 2400. 000 2900. 000 3160. 000 3600. 000 4100. 000 4600. 000 4900. 000 0.0 0.0 0.0 900.000 1400.000 1900.000 2400.000 2642.000 3000.000 3500.000 4000.000 4500.000 4800.000 0.0 0.0 0 0 0.0 900 000 1400. 000 1900. 000 2400. 000 2627. 000 3100. 000 3363. 000 0.0 0.0 0.0 439.000 455.000 460.000 437.000 461.500 456.000 461.000 470.000 0.0 0.0 0.0 0.0 0.0 463. 400 458. 300 458. 000 457. 900 462. 000 460. 600 458. 800 458. 000 460. 000 470. 000 0.0 0.0 0.0 439.600 459.200 458.900 450.300 461.800 460.300 459.600 460.200 461.600 460.700 0.0 0.0 0.0 0.0 463, ~00 461. 300 459. 600 460. 000 439. 300 468 000 463. 500 0.0 0.0 0.0 2100.000 2640.000 3200.000 3470.000 3650.000 4350.000 4720.000 6180.000 0.0 0.0 0.0 0.0 0.0 1000. 000 1500. 000 2000. 000 2500. 000 3000. 000 3213. 000 3700. 000 4200. 000 4645. 000 3000. 000 0.0 0.0 0.0 1000.000 1500.000 2000.000 2500.000 2672.000 3100,000 3600.000 4100.000 4600.000 4900.000 0.0 0.0 0.0 0.0 1000. 000 1500. 000 2000. 000 2500. 000 2700. 000 3200. 000 3382. 000 1/09/35 6. 157~ PACE 7 CR 475.100 3408.000 467.800 3430.000 OR 466.100 3800.000 466.700 3900.000 CR 4a3.500 4300.000 466.700 4400.000 CR 463.400- 4600.000 462.500 4700.000 NH 6.000 NH 3960.000 ET 0.0 XI 36970.000 OR 483.000 OR 473.000 CR 465.000 OR 442.700 OR ' 466500 OR 463.000 CR 473.000 O. 060 O. 050 0.0 31. 000 1000. 000 1810. 000 2°.00. 000 2970. 000 3140. 000 3670. 000 4O70. 000 GT 4.000 NH 5.000 NH 6040.000 ET 0.0 Xl 39440.000 OR 502.000 OR 484.000 OR 477.000 464.000 OR 462.~00 OR 481. 500 485.000 Ed 0.0 15600, O. O. O. 34. 1000. 1800. 3450. 4000. 4150. 4880. 5600. O. 000 060 0 0 000 000 000 000 000 000 000 000 0 1200.000 4070.000 0.0 2900.000 477.500 474.000 458.000 450.600 465.000 459.000 0.0 15600. 000 2000. 000 0.0 0.0 4040. 000 491. 600 483. 000 477. 300 468. 000 468. 500 483. 000 488. 000 0.0 0.050 0,0 0.0 3060,000 1050.000 2155,000 2930.000 2975.000 3280.000 3740.000 0.0 15600. 000 O. 055 0.0 0.0 4150. 000 1050. 000 2000. 000 3610. 000 4025. 000 4210. 000 4970. 000 5730. 000 0.0 467.500 3500.000 468.400 3600.000 469.000 3700.000 462.200 4000.000 460.100 4100.000 460.900 4200.000 468.600 4495.000 457.100 4514.000 464.900 4526.000 464.900 4800.000 464.400 4900.000 470.000 5000.000 2155. 000 0.0 6. 100 1500. 000 475. 000 469. 000 453. 500 454. 000 462. 000 459. 000 0.0 15600.000 4040.000 0.0 6.100 1025.000 490.000 480.000 471.500 464.000 462.800 484.000 493. 500 0.0 O. 060 2900. 000 O. 045 3060. 000 0.0 0.0 0.0 0.0 2900. 000 37ct5. 000 O. 0 O. 0 1600. 000 1800. 000 O. 0 O. 0 1200. 000 475. 000 1430. 000 473. 800 2360. 000 466. 000 2560. 000 466. 000 2930. 000 444. 000 2930. 000 440. OOO 2985. 000 456. 000 2990. 000 465. 000 3400. 000 462. 000 3430. 000 464. 500 3870. 000 461. 500 3960. 000 463. 500 0.0 0.0 0.0 0.0 0.060 0.0 0.0 0.0 1510.000 2850.000 2937.000 3060.000 3570.0~ 3990.000 0.0 0.0 0.0 0.0 0.0 0.0 O. 045 4150. 000 O. 060 4710. 000 O. 055 0.0 0,0 0.0 0.0 0.0, 3921. 000 4517. 000 O. 0 O. 0 O. 0 2450. 000 2470. 000 O. 0 O. 0 O. 0 1160. 000 487. 000 1330. 000 487. 000 1530. ~000 2100. 000 480. 000 2200. 000 477. 000 2480. 000 3730. 000 465. 000 3790. 000 463. 000 3900. 000 4040. 000 444. 000 40c~0. 000 442. 000 4110. 000 4400. 000 464. 000 4600. OOO 466. 500 4710. 000 5080. 000 482. 000 5380. 000 482. 000 5460. 000 5830. 000 500. 000 6040. 000 O. 0 O. 0 0.0 0.0 0.0 0.0 0.0 ( f- SECNO DEPTH CWSEL CRIWS WSELK EG HV HI. OLOSS BANK ELEV G GLO~ OCH O~OB ALOB ACH AROB VOL TWA LEFT/RIGHT TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN 8STA SLOPE XEOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *PROF I CCHV= O. 100 CEHV= 1490 NH CARD USED *SECNQ 18440.000 0.300 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS- 18440.00 19.20 450.60 20000. 15893. 3026. 0.0 1.84 3.83 0.001070 O. O. CCHV= O. 100 CEHV= O, 300 *SECNO 19330.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 19330.00 19.12 450.82 20000. 8167. 11258. 0.06 1.07 3.80 0.000246 400. 890. CCHV= 0.100 CEHV= 0.300 *SECNO 19930.000 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 19930.00 18.~1 450.~1 ~0000. t~09. 18242. 0.11 0 ~! 4 04 0.000234 800. 600. 2450. 0 7650. 0 TYPE= I TARGET- O. 0 O. 0 450. 68 O. 08 O. 0 1081, 8648. 789. 940. O. 1. 15 O. 060 O. 045 O. 054 O. 0 O. 0 0 0 0.0 3730.0 8250.0 TYPE= I TARGET= 0.0 0.0 450.96 O. 13 0.26 575. 7600. 2964. 1133. 128. 0.51 0.055 0.035 0.055 0.0 650. 2 0 0 0.0 5200,000 0.0 449.00 O. 451,00 431.40 ~450.00 3940.55 6970.00 4520.000 0.02 448,50 40. 453.00 431.70 3730,00 31~5.59 7305, 18 5208.0 7350.0 TYPE= 1 TARCET= 2142.000 0.0 0.0 451. 14 0.23 0.16 0.03 448.50 248. 1665. 4517. 498. 275. 77. 453.00 0.50 0.045 0.035 0.055 0.0 432,00 5208.00 550 2 0 0 0.0 1437,86 7020.09 1/09/85 6. 1572 PAGE SECNO DEPTH CWSEL CRIWS WSELK EQ HV HL OLOSS BANK ELEV G Gl_OB GCH GROg ALOB ACH AROB VOL TWA LEFT/RIGHT TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XbOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST CCHV= O. 100 CEHV= 0.300 *SECNO 21560.000 3265 DIVIEED FLOW 3470 ENCROACHMENT STATIONS= 5180.0 6540.0 TYPE= 1 TARGET= 13&0.'000 21560,00 18.54 451.24 0.0 0.0 451.57 0,32 0.40 0.03 455.00 20000. O. 19999. 1. O. 4372. 7. 460, 106. 454.00 0.20 0.0 4.57 0.17 0.055 0.035 0.055 0.0 432.70 5204.28 0.000322 1600. 1450. 1150. 0 0 0 0.0 327.39 5871.23 14~0 NH CARD USED *SECNO 22370.000 3470 ENCROACHMENT STATIONS= 5180.0 6780.0 TYPE= I TARGET= 1600,000 22370.00 18.27 451.31 0.0 0.0 452. 13 0.82 0.41 0.15 450.50 20600. 14. 20586. O. 22. 2826. O. 527. 111. 454.50 0.23 O.&4 7.28 0.0 0.060 0.035 0.055 0.0 433.04 5180.00 0.000~37 800. 800. 400. 2 0 0 0.0 234.73 5414.73 CCHV= 0. 100 CEHV= 0.300 *SECNO 23800.000 CHIMP CLSTA= 5580.00 CELCH= 433.43 BW= 100.00 STCHL= 5475.84 8TCHR= 5685.71 EXCAVATION DATA AEX=********S~-FT VEXR= O.K*CU-YD VEXT= O.K*CU-YD 3265 DIVI~ED FLOW 3470 ENCROACHMENT STATIONS= 5450.0 7550.0 TYPE= I TARGET= 2100.000 23B00.00 18.3~ 452.02 0.0 0,0 452.76 0.74 0.62 0.01 451.49 20600. 9. 20171. 420 16. ~895. 426. 576. 117. 452.00 O.~& 0.56 6.~7 O. g9 0055 0.035 0.055 0.0 433.43 5450.00 0.000844 7~0. 700. 600. 2 0 0 0.0 630.62 7308.28 aSECNO 24700.000 CHIMP CLSTA= 4305.00 CELCH= 433.79 BW= 100.00 STCHL= EXCAVATION DATA AEX=e******eSG-FT VEXR=********K*CU-YD 41q7,37 STCHR= 4414.0q VEXT=*~******½*CU-YD 1/09/85 6. 157E PAGE 10 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS DANK ELEV G GLOB GCH GROB ALOD ACH AROD VOL TWA LEFT/RIGHT TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XEOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 41750 6690.0 TYPE= I TARGET= 2515.000 24700.00. 18.87 452.66 0.0 0.0 453.37 0.71 0.61 0.00 453.00 20600. O. 20183. 417. O. 2956. 484. 630. 125. 453.49 0.29 0.0 6.83 0.86 0.055 0.035 0.055 0.0 433.79 4198.37 0.000006 800. 750. 310. 2 0 0 0.0 754.38 6533.26 *8ECNO 25530.000 CHIMP CLBTA= 2620.00 CELCH= 434.13 BW= 100.00 STCHL= EXCAVATION DATA AEX=**e**e**SG-FT VEXR=********K*CU-YD 2506.40 STCHR= 2731. 54 VEXT=e**e****K*CU-YD 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 2490.0 4600,0 TYPE= I TARGET= 2110.000 25530.00 1~. 17 453.30 0.0 0.0 453.~1 0.61 0.52 0.01 455.33 20400. 0 19434. 1166. O. 3019. 1446. 690. 141. 454.64 0.32 0.0 6.44 0.81 0.055 0.035 0.055 0,0 434.13 2512.49 0.000705 700. 700. 560. 2 0 0 0.0 1703.44 4573.61 *SECNO 26830.000 CHI~P CLSTA= 2720.00 CELCH= 434.74 BW= 30.00 8TCHL= EXCAVATION DATA AEX=********SG-FT VEXR=~*****~eK#CU-YD 2637.92 STCHR= 2800.89 VEXT=#*******K*CU-YD DIVIDED FLOW 3470 ENCROACHMENT STATIONS= ~&25.0 5200.0 TYPE= I TARGET= 2575.000 ~6B3000 1o.~8 454 4~ 0.0 0.0 455.03 O.&l 1.13 0.00 457.10 20600 O. 13113. 7487. O. 1753. ~370. 811. 187. 456.70 0.38 0.0 7.48 3. 1~ 0.055 0.035 0.055 0.0 434.74 2645.~5 0.001~17 1270. 1~0. 1~00. ~ 0 0 O.O 1635.25 4734.~7 · 8ECNO ~8080.000 CHIMP CLSTA= 2~10.00 CELCH= 435. 18 BW= 30.00 STCHL= 2432.33 8TCHR= 25~2.02 1109185 6. 1572 PAGE 11 SECNO DEPTH CWSEL CRIWS WSELK G GLOB GCH GROB ALOB TIME VLOB VCH VROB XNL SLOPE XEOBL XLCH XLOBR ITRIAL EXCAVATION DATA AEX=*****#**SG-FT 3265 DIVIDED FLOW EG HV HL OLOSS BANK ELEV ACH AROB VOL TWA LEFT/RIGHT XNCH XNR WTN ELMIN SSTA IDC ICONT CORAR TOPWID ENDST VEXR=********K*CU-YD VEXT=********K*CU-YD 3470 ENCROACHMENT STATIONS= 2420.0 5100.0 TYPE= 28080.00 20.37 455.55 0.0 0.0 456.07 20600. O. 12761. 7839. O. 1857. 0.43 0.0 6.87 3.19 0.055 0.035 0,000988 850. 900. 1000. 2 0 1490 NH CARD USED *SECNO 28870.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 2325.0 5400.0 TYPE= 28870.00 20.59 456.09 0.0 0.0 456.83 21300. 14738. 6156. 406. 1912. 1260. 0.45 7.71 4.88 0.87 0.035 0.055 0.001101 610. &tO. 900. 2 0 CCHV= O. 100 CEHV= 0.300 *SECNO 29610.000 CHIMP CLSTA= 2150.00 CELCH= EXCAVATION DAtA AEX=*******eSG-FT 3265 DIVIDED FLOW I TARGET= 2680.000 0.51 1.02 0.01 486.07 2458. 904. 227. 457.52 0.055 0.0 435.18 2433.87 0 0.0 1889.88 4806.20 I TARGET= 3075.000 0.75 0,70 0.07 454.70 465. 969. 255. 451.50 0.055 0.0 435.50 2343.24 0 0.0 877.78 3512,41 435.83 BW= 30.00 STCHL= 2075.15 STCHR= 2233.83 VEXR=********K*CU-YD VEXTa********K*CU-YD 3470 ENCROACHMENT STATIONS= 2055.0 5100.0 TYPE= 29610.00 21. t4 456,97 0.0 0.0 4~7.54 21300 E4. 13764. 731a. 26. 1973. 0.49 0 94 6.98 3.92 0.055 0.035 0.00094~ 650. 650. 800. a 0 I TARGET= 3045.000 0.57 0.69 0.02 455.78 1917. 1030. 272. 458.77 0.055 0.0 435.83 2055.00 0 0.0 1147,05 4406,77 6.1572 PAGE SECNO DEPTH CWSEL CRIWS WSELK EG HV HL {]LOSS BANK ELEV G GLOB GCH GROB ALOB ACH ARO8 VOL TWA LEFT/RIGHT TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE X~OBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 30570.000 CHIMP CLSTA= 3540,00 CELCH= 436.23 BW= 30.00 STCHL= EXCAVATION DATA AEX=*******#SG-FT VEXR=********K*CU-YD 3461.19 STCHR= 3624.08 VEXT=********K*CU-YD 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 3445.0 7100.0 TYPE= I TARGET= 3655.000 30570.00 21.58 457.81 0.0 0.0 458.44 0.64 0.88 0,02 457.50 21300. 2. 14766. 6532. 5. 2044. 1638. 1108. 290. 459.26 0.53 0.41 7.23 3.99 0.055 0.035 0.055 0.0 436.23 3445.00 0.001014 900m 900. 900t 2 0 0 0.0 534.60 4636.55 *SECNO 31230.000 CHIMP CLSTA= 3490.00 CELCH= 436.55 BW= 30.00 STCHL= ExcAvATION DATA AEX=********SG--FT VEXR=********K*CU--YD 3404.52 ~TCHR=' 3837.00 VEXT=********K*CU--YD 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 3395.0 7100.0 TYPE= I TARGET= 3705.000 31230.00 21197 458.52 0.0 0.0 459.02 0.50 0.57 0.01 460.04 21300. O. 19938. 1362. O. 3411. 1000. 1168. 300. 460.80 0.56 0.0 5.84 1.36 0.055 0.035 0.055 0.0 436.55 3409.08 0.000738 620. 620. 700. 2 0 0 0.0 834.13 4689.03 *SECNO 32150.000 3265 DIVIDED FLOW 3301 HV CHANCED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 3040.0 6180.0 TYPE= I TARGET= 3140.000 32150.00 ~1.~7 458.87 0.0 0.0 460~27 1.40 0.97 0.27 460.50 21300. O. 1~767. 153~. O. 2008. 833, 1246. 318. 460.00 0,58 0.0 9.84 1184 0.055 0.035 0.055 0.0 437.00 3401.88 0.0014~2 900. 920. 9~Om 2 0 0 0.0 802.70 4577.68 ( ( (m SECNO DEPTH CWSEL CRIWS G GLOB GCH GROB TIME VLOB VCH VROB SLOPE XkOBL XLCH XLOBR CCHV= 0.300 CEHV= 0.500 *SECNO 32200.000 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 0 MIN ELTRD= 3470 ENCROACHMENT STATIONS= 3050.0 32200.00 22.32 459.32 0.0 21300. O. 20729. 571. 0,59 0.0 8.41 0.99 0.000~12 50. 50. 50. *SECNO 32230.000 3265 DIVIDED FLOW 3370 NORMAL BRID~E, NRD= 0 MIN ELTRD= 3470 ENCROACHMENT STATIONS= 3050.0 32230.00 22.33 459.33 0.0 21300. O. 20727. 573. 0.59 0.0 8.41 0.99 0.000212 50. 50. 50. CCHV- O. 100 CEHV= 0.300 *SECNO 3~50.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 3040.0 32250.00 ~2.30 459.30 0.0 21300. Ll. 18730. 2508 0.59 O. 51 ~. ti 2. 17 0.002057 50. 50. 50. WSELK EG HV HL OLOSS BANK ELEV ALOB ACH AROB VOL TWA LEFT/RIGHT XNL XNCH XNR WTN ELMIN SSTA ITRIAL IDC ICONT CORAR TOPWID ENDST 465.00 MAX ELLC= 463.00 6260. 0 TYPE= I TARGET= O. 0 4,50. 39 1. 07 O. 02 O. 2464. 574. 1249. O. 055 O. 015 O. 053 O. 0 2 0 0 0.0 465.00 MAX ELLC= 4`53.00 &260. 0 TYPE= I TARGET= O. 0 4`50. 40 1. 07 O. 01 O. 246`5. 576. 1252. O. 055 O. 015 O. 055 O. 0 2 0 0 0.0 6180. 0 TYPE= 1 TARGET= O. 0 460. 44 1. 14 O. 02 2a 20`51 115c;'. 125,5. 0.055 0 045 0.055 O. 0 2 0 0 0.0 3210.000 0.10 465,00 319. 465.00 437.00 3382.36 317.79 4387.89 3210.000 0.00 465.00 319. 465.00 437.00 3382.34 317.87 4387.91 3140,000 0.02 460.50 320. 460.00 437,00 3040.00 999.33 4606.62 1/0~/85 6. 197~ PAOE 14 SECNO DEPTH CWSEL CRIWS WSELK EO HV HL OLOSS BANK ELEV G GLOB GCH GROB ALOB ACH AROB VOL TWA LEFT/RIGHT TIME VLOD VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE X~OBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST CCHV= O. 100 CEHV= O. 300 *SECNO 32780.000 3265 DIVIDED FLOW 3301HV CHANGED MORE THAN HVINS 3278000 23.37 460.97 0.0 0.0 461.13 0.16 14~00. 3574. 7704. 3623. 3168. 1803. 3309. 0.64 1.13 4.27 1.09 0.055 0.045 0.055 0.000582 530. 530. 530. 3 0 0 *SECNO 34130.000 3265 DIVIDED FLOW 34130.00 24.58 461. 58 0.0 0.0 461.67 0.09 14900. 2694. 10830. 1375. 3137. 3816. 2150. 0.79 0.86 2.84 0.64 0.055 0.045 0.055 0.000344 1000. 1350. 1000. 2 0 0 *SECNO 35170.000 34~5 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 462.70 ELREA= 35170.00 23.68 461.~8 0.0 0.0 462,56 0.58 14900. O. 14~00, O. O. 2444. O. 0.84 0.0 6. I0 0.0 0.055 0.045 0.055 0.002354 1000. 1040. 1000. 2 0 0 14gO NH CARD USED *SECNO 36~70 000 DIVIDED FLOW 36770.00 ~5.35 465 35 0.0 0,0 463.66 0.30 14900. I. ~00~. 58~3. 3. 1687, 2478, 0.96 0.~ 5.34 2.38 0.060 0.045 0.060 0.001341 1500 1800. 1600. 3 0 0 0.59 0.10 461.40 1326. 347. 460.60 0.0 437.60 1239.34 0.0 3457.80 4866.80 0.54 0.01 461.10 1548. 431. 461,80 0.0 437.00 802.55 0.0 3724.13 4910.66 460.00 3.07 0.03 465.00 1815. 503. 465.00 0.0 440.00 2882.30 0.0 ~55.23 4003.61 0.75 0.15 462.70 1684. 478, 465.00 0.0 438.30 2426.48 0.0 320.62 2747.10 1/0q/33 6. 157~ PAOE 13 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV ~ ~LOB GCH ~ROB ~LOB ACH AROB VOL TWA LEFT/RICHT TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XkOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1490 NH CARD USED · SECNO 39440.000 3265 DIVIDED FLOW 39440.00 25.82 4&7.82 0.0 15600 185&, 10847. 2897. 1. 10 1.93 5.9~ 1.67 0.000873 1025. 2470. 2450, 0.0 961. Om 055 3 468.22 1810. 0.045 0 0,40 1736. O, ObO 0 2.53 0.03 464.00 2044. 551. 462.50 0.0 442.00 3764.01 0.0 ~29.38 4724.91 ! 1 ! I PAQE 16 HEC~ RELEASE DATED NOV 76 UPDATED MAR 1~82 ERROR CORR - 01,02, 03, 04, 05 MODIFICATION - 50, ~1,~2, 53, 54, 55 T1 CAMPBELL RANCH PROJECT, DENTON CREE½, LEWISVILLE, TEXAS T2 IO0-YEAR FLOOD, PROPOSED CONDITION~ WITH FLOODWAY T3 FILE J1354. LID. PROP~I 1-08-85 JPD dl ICHECK IN(] NINV IDIR ~TRT METRIC HVIN8 O. 5. O. O. 0.0 0.0 0.0 d~ NPROF IPLOT PRFV8 XSECV XSECH FN ALLDC 15. 000 O. 0 -1. 000 O. 0 O. 0 O. 0 0.0 THIS RUN EXECUTED G WSEL FG O. 451. 600 O. 0 IBW CHNIM ITRACE 0.0 0.0 0.0 1/09/85 6.1607 1/09'/05 6. SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV Q QLOB QCH GROB ALOD ACH AROB VOL TWA LEFT/RIGHT TIME VI_OB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XkOBL XLCH XLOBR ITRIAL IDC I¢ONT CORAR TOPWID ENDST *PROF 2 CCHV= 0.100 CEHV= 0.300 1490 NH CARD USED *SECNO 1~440.000 3470 ENCROACHMENT STATIONS= 18440,00 ~0. ~0 451.&0 20000. 17422. 2578. O0 1.49 2.88 0.000528 O. O. CCHV= O. 100 CEHV= 0.300 *SECNO 19330.000 3470 ENCROACHMENT STATIONS= 19330.00 20.02 451.72 20000. 9623. 10375. 0.07 1.02 3.29 0.000173 400. 890. CClflV- O, lO0 CEHV= 0.300 *SECNO 19930.000 3470 ENCROACHMENT STATIONS= 19930.00 19.77 451.77 20000. 2~48. 17752, 0.12 O. 99 3. 73 O. O00tD8 800. 600. CCHV= O. lO0 CEHV= 0,3¢)0 *SECNO 21560.000 3470 ENCROACHMENT STATIONS= 21560,00 1933 452.03 20000. 0 20000. 0.2~ 0.0 435 0.00027a 1600. 1450. 2450. 0 5585. 3 TYPE= I TARGET= Om 0 450. 60 451, 65 O. 05 O. 0 O. 1 i&&8. 894. O. O. O. 21 O. 060 O. 04.5 O. 05,5 O. 0 O. 0 0 0 0.0 3135.301 0,0 449.00 O. 451.00 431,40 2450.00 3135.30 5585.30 3730.0 5975,0 TYPE= I TARGET= 2245.000 0,0 450,82 451.82 0,09 0.16 0.01 448.50 O. 9413. 3155. O. 138. 26. 453.00 0.0 0.055 0.035 0.055 0.0 431.70 3730.00 650. 2 0 0 0.0 2230.09 5960.09 5208.0 6330.0 TYPE= I TARQET= 1122.000 0.0 450.91 451.97 0.19 0.12 0,03 448,50 O. 2261. 4765. O. 300. 55. 453.00 0.0 0.045 0.035 0.055 0.0 432.00 5a08,00 550. 2 0 0 0.0 978.93 6186.93 5180.0 5520.0 TYPE~ I TARGET- 340.000 0.0 451.24 452.33 0.29 0.33 0.03 ~55.00 O. O. 4601. O. 497. 77. 454.00 0.0 0.055 0.035 0.055 0.0 432.70 5201.94 1150. 0 0 0 0.0 296.12 5498.06 PAQE 17 ! ! ! SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV G GLOB ~CH ~ROB ALOB ACH AROB VOL TWA LEFT/RIGHT TIME VI_OB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE X6OBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1490 NH CARD USED ~SECNO 22370.000 3470 ENCROACHMENT STATIONS= 5180.0 5430.0 TYPE= I TARGET= 250.000 22370.00 19.04 45~. 08 0.0 451.31 452.81 0.73 0.35 0.13 450.50 20600. 40. 20560. O. 44. 2987. O. 567. 82. 454.50 0.25 0.91 6. 88 0.0 0.060 0.035 0.055 0.0 433.04 ~180.00 0.000709 800. 800. 400. 2 0 0 0.0 237.04 5417.04 CCHV= 0.100 CEHV= O, 300 *SECNO ~3800.000 CHIMP CLSTA= 5580.00 CELCH= 433.43 BW= 100.00 STCHL= 5475.84 STCHR= 5685.71 EXCAVATION DATA AEX=********SG-FT VEXR= O.K~CU-YD VEXT= O.K*CU-YD 3470 ENCROACHMENT STATIONS= 5450.0 5700.0 TYPE= I TARGET= 250.000 23800.00 19.21 453. 64 0.0 452.02 453.35 0.72 0.54 0.00 451.49 20600. 26, 20569. 5. 32. 3024. 9. 616. 8~. 452.00 0.28 0.83 6. 80 0.53 0,055 0.035 0.055 0.0 433.43 5450.00 0,000759 7~0. 700. &O0. 2 0 0 0.0 250.00 5700.00 *SECNO 24700.000 CHIMP C[.STA= 4305.00 CELCH= 433.79 BW= 100.00 STCHL= EXCAVATION DATA AEX=~**#~***S~-FT VEXR=*~a*****K*CU-YD 4197.37 STCHR= 4414.05 VEXT=********K*CU-YD 3470 ENCROACHMENT STATIONS= 4175.0 4420.0 TYPE= I TARGET= 245.000 24700.00 19.44 453. 23 0.0 452.66 453.92 0.70 0,57 0.00 453.00 20600. 1. 205~9. O, 5. 3077. O. 669. 90. 453.47 0.31 0.27 ~. 69 0.0 0.055 0.035 0.055 0.0 433.79 4175.00 0.000748 800. 750. 310. ~ 0 0 0.0 238.31 4413,31 ISECNO 25530.000 CHIMP C[.STA= 2620.00 CELCH= 434.13 OW'= 10000 STCHL= EXCAVATION DATA AE×=*~*****~SG-FT VEXR=**a~***~½~CU-YD 250~.40 STCHR= 2731.53 VEXT=******~*K~CU-YD 3470 ENCROACHMENT STATIONS= 2490.0 2750.0 TYPE= I TARGET= 260.000 25530.00 i9 63 453. 7~ 0.0 453.30 454.44 0,68 0.51 0.00 455.33 ~0~00. O, 20~00 O. O. 3119. O. 719. 94. 454.64 0,:34 0 0 ~. 60 0.~ 0.055 0.035 0.055 0.0 434.13 2511. 11 0.0007~3 700. 700. 5~0. 2 0 0 0.0 217.79 ~728.89 PACE 18 8ECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV G GLOB GCH GRO~ ALO~ ACH AROB VOL TWA LEFT/RIGHT TIME VLO~ VCH VROD XNL XNCH XNR WTN ELMIN SSTA SLOPE XEOBL XLCH XLOBR ITRIAL IDC ICONT CQRAR TOPWID ENDST *SECNO 26830.000 CHIMP CLSTA= 2720.00 CELCH= 434.74 BW= 30.00 STCHL= EXCAVATION DATA AEX=*******~SG-FT VEXR=~*~*****K*CU-YD 2637.~2 STCHR= 2800.89 VEXT=********K*CU-YD 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 2625.0 3400.0 TYPE= I TARGET= 775.000 26830.00 20.14 454.88 0.0 454.42 455.59 0.71 1.14 0.01 457.10 20600. O. 137~2. 6878. O. 18~1. 1419. 80~. 103. 456.70 0.39 0.0 7. 54 4.85 0.055 0,035 0.055 0.0 434.74 ~644.5~ 0.001204 1270. 1250. 1200. 2 0 0 0.0 414.~ 3400.00 *SECNO 28080.000 CHIMP CL~TA= 251000 CELCH= 435.18 BW= 30.00 STCHL= EXCAVATION DATA AEX=********~G-~T VEXR=********K*CU-YD 2432.33 STCHR= 2592.02 VEXT=********K*CU-YD 3265 DIVIDED FLOW 3470 ENCROACNMENT STATIONS= ~420.0 3600.0 TYPE= I TARGET= 1180.000 28080.00 20.8~ 456.07 0.0 455.55 456.58 0.51 0.97 0.02 456.07 20600. O. 128~0. 7710. 1, 1935. 2077. 888. 116. 457.52 · 0.44 0. 11 6.66 3.71 0.055 0.035 0,055 0.0 435.18 ~4~0.00 0.00090~ 850. ~00. 1000. 2 0 0 0,0 733.~6 3600.00 1490 NH CARD USED *SECNO ~G870.000 DIVIDED FI_ 0~1 3470 ENCPOACHMENT ST~TIgN~= ~J25.0 3730.0 TYPE= I TARGET= 1405.000 ~8~70.00 ~i.O~ 45~. 59 O. 0 45~.0~ 457.~3 0.~4 0 ~ 0.04 454.70 ~1300, 14~4. ~0~. 771. ~OI1. 130&. 830. g55, 134. 451.50 0.47 7, t~ 4. o4 O. gS O. OJ~ 0 055 0,055 0.0 435.50 2341.7~ 0.00094~ ~10. 610. ~00. 2 0 0 0.0 1163.81 3726.22 ! ! I I 1/0~/~5 & 157~ ~ECNO DEPTH CWSEL CRIWS WSELK ES HV G GLOB GCH GRO~ ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE X60BL XLCH XLOBR ITRIAL IDC ICONT HL OLOS8 BANK ELEV VOL TWA LEFT/RIGHT WTN ELMIN SSTA CORAR TOPWID ENDST CCHV= O. 100 CEHV= O. 300 *SECNO 29&i0.000 CHIMP CLSTA= 2150. O0 CELCH= 433.83 BW= 30.00 STCHL= EXCAVATION DATA AEX=*****~**SG-FT VEXR=***~*#**K*CU-YD 2075.15 STCHR= 2233.83 VEXT=********K*CU-YD 3265 DIVIDED PLOW 3470 ENCROACHMENT STATIONS= 2055.0 3270.0 TYPE= 29610.00 21.50 457.33 0.0 456.97 457.86 21300. 35. 13664. 7&01, 33. 2029. 0.50 1.05 6.74 3.63 0.055 0.035 0.000859 650. 650. 800. 2 0 I TARGET= 1215.000 0.53 0.61 0.01 455.78 2092. 1022. 152. 458.77 0.055 0.0 43~.83 2055.00 0 0.0 881.79 3270.00 *SECNO 30570.000 CHIMP CLSTA= 3540.00 CELCH= 436.23 DW= 30.00 STCHL= EXCAVATION DATA AEX=********~-FT VEXR=********K*CU-YD 3461.19 STCHR= 3624.08 VEXT=#***#***K*CU-YD DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 3445.0 4500.0 TYPE= I TARGET= 1055.000 30570.00 ~1.85 458,08 0.0 457.81 458.71 0.63 0,82 0,03 457.50 61300. 6. 1492&. 6368. 10. 2087. 1580, 1103. 166. 459.26 0.54 0. Sq 7. 15 4.03 0.055 0.035 0.035 0.0 436.23 3445.00 0.000973 900. 900. 900. 2 0 0 0,0 559.16 44~2.07 · 8ECNO 31~30.000 CHIMP CL. STA= 3490,00 CELCH= 436.55 BW= 30.00 STCHL= EXCAVATION DATA AE×=****~e**SG-FT VEXR=***~*~**K*CU-YD 3404.52 STCHR= 3837.00 VEXT=*#**#***K*CU-YD 3~65 DIVIDED FLOH 3470 ENCROACHMENT STATIONS= 33~5.0 4560.0 TYPE= I TARGET= 1165.000 31~30.00 ~.~4 458.79 0.0 4~8.5~ 459.~6 0.47 0.53 0.02 460.04 ~1300 O. 19865. 1435. O. 3490. 98~. 1164. 176. 460,80 0.57 0.0 5.69 1.45 0 055 0.035 0.055 0.0 436.55 3408.28 0.00072~' ~0. ~0. 700, ~ 0 0 0.0 730.40 4560.00 PA~E 2O ! 1 ! SECNO DEPTH CWSEL CRIWS TIME VLOB VCH VROB SLOPE X~ODL XLCH XLOBR ~SECNO 32150.000 3065 DIVIDED FLOW 3301HV CHANCED MORE TH~N HVINS 3470 ENCROACHMENT STATIONS= 3040.0 32150.00 22.08 459.08 0.0 21300. 1. 19761. 1538. 0.60 0.19 9.71 1.94 0.001428 900. 920. 950. CCHV= 0.300 CEHV= O. 500 *SECN032200. O00 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 0 MIN ELTRD= 3470 ENCROACHMENT STATIONS= 3050.0 32~00,00 2~.53 459.53 0.0 21300. O. 20693. 607. O.&O 0,0 8.28 1.00 0.000~03 50. 50. SO. ~SECNO 32230.000 3265 DIVIDF-D FLOW 3370 NOR)iAL ORID~E, NRD= 0 MIN ELTRD= 3470 ENCROACHMENT STATIONS= 3050.0 32~30.00 ~.54 45g. 54 ~1300. O. 20~'7I. ~0~. O.&l 0.0 8.~7 I. O0 0.000203 50. 50. 50. WSEL~ EG HV HL ALO~ ACH AROB VOL XNL XNCH XNR WTN ITRIAL IDC ICONT CORAR 4400. 0 TYPE= I TARGET= 458. 87 460. 44 1. 36 O. 92 5. 2035. 791. 1241. O. 055 O. 035 O. 055 O. 0 ~ 0 0 0.0 465.00 MAX ELLC= 463.00 4440. 0 TYPE= I TARGET= 45~, 32 450. 56 1. 03 O. 02 O. 249~. 606. 1245. O. 055 O. 015 O. 055 O. 0 :a 0 0 0.0 465.00 MAX ELLC= 4&3.00 4440. 0 TYPE= I TARGET= 45c~. 33 460. 57 1. 03 O. Ol O. ~501. ~08. 1248. O. 055 O. 015 O. 055 Om 0 ;2 0 0 0.0 OLOSS BANK ELEV TWA LEFT/RIGHT ELMIN SSTA TOPWID ENDST 1360.000 0.27 460.50 19~. 460.00 437.00 3040.00 753.44 4400.00 1390.000 0.10 465.00 193. 465.00 437.00 3381.94 319.23 4388. 16 1390.000 0.00 465.00 lg3. 465.00 437.00 3381. q2 31~.30 4388.17 PA~E SECNO DEPTH CWSEL CRIWS WSELK EG HV HI_ OLOSS BANK ELEV ~ QLO~ ~CH QRO~ ALOB ACH AROB VOL TWA LEFT/RIGHT TIME VLBB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XkO~L XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST CCHV= O, 100 CEHV= O. 300 · SECNO 32250.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 3040.0 4400.0 TYPE= 32250.00 22.49 459.49 0.0 459.30 460.63 21300. 28. 18872. 2400. 42. 2085. 0.61 0.67 9.05 2.33 0.055 0.045 0.002012 50. 50. 50. 2 0 CCI-IV= 0.100 CEHV= 0.300 *SECNO 32780.000 3265 DIVIDED FLOW 3301HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 2550.0 3980.0 TYPE= 32780.00 23.41 461.01 0,0 4&O. g7 461.62 14700. 385, 12373. ~142. 333. 1808, 0.~3 1.16 ~.85 1.57 0.055 0045 0.001490 530. 530. 530 3 0 *SECNO 34130,000 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 1535.0 3480.0 TYPE= 34130,00 25.33 462.33 0.0 4~1.58 462.43 14~00. 252~. 11742. ~32. ~411. 40~3, 0.70 t 05 2.87 0 60 0.055 0.045 0.0003~0 tOOO. 1330. 1000. 2 0 I TARGET= 1. 14 0,02 1029. 1252. O, 055 O. 0 0 0.0 1360.000 0.03 460.50 194. 460.00 437.00 3040.00 827.16 4400.00 I TARGET= 1430.000 0.61 0.94 0.05 461.40 1367. 1292. 207. 4~0.~0 0,055 0.0 437.60 2550.00 0 0.0 1263.42 3980.00 I TARGET= 1945.000 0.10 0.77 0.05 461.10 1046. 1443. 246. 461.80 0.055 0.0 437 O0 1535.00 0 0.0 I~44.9g 3480.00 PAGE 22 *SECNO 35170.000 1/0~/35 5,157;~ PA~E ~3 SECNO DEPTH CWSEL CRIWS WSELK Q QLOB QCH QROO ALOB TIME VLOB VCH VROB XNL SLOPE XLOBL XLCH XLOBR ITRIAL 3470 ENCROACHMENT STATIONS= 1988.0 2800,0 34~50VERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= EG HV HL OLOSS BANK ELEV ACH AROB VOL TWA LEFT/RIQHT XNCH XNR WTN ELMIN SSTA IDC ICONT CORAR TOPWID ENDST TYPE= I TARGET= 812.000 462.70 ELREA= 100000,00 35170.00 24.48 4&2.78 0.0 461.98 4&3. 15 14900. 1212. 13688. O. 705. 2718. 0.84 1.72 5.04 0.0 0.035 0.045 0.001628 1000. 1040. 1000. 2 0 1490 NH CARD USED *SECNO 36970.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 2900.0 3795.0 TYPE= 36970.00 25.70 465. 70 0.0 465.3D 466.18 14900. O. 10~28. 3972. O. 1743. 0.93 0.0 6.27 2.41 0.055 0,045 0.001780 1500. 1800, 1600. 3 0 1490 NH CARD USED ~SFCNO 39440.000 3470 ENCROACHMENT STATIONS= 3921.0 4517.0 TYPE- ~9440.00 26.64 468.64 0.0 467.81 469.12 15600. 1064. 11926. 2610. ~03. 1900. 1.06 2.12 6.28 1.87 0.055 0.045 0.000898 1025. 2470. 2450. 2 0 0.37 0.64 0.08 462.70 O, 1572. 277. 100000.00 0,055 0.0 438.30 1988.00 0 0.0 773.14 2761.14 I TARGETI 895.000 0.47 3.00 0.03 465.00 1649. 1707. 306. 465.00 O.O&O 0.0 440.00 2900.00 0 0.0 778.35 3795.00 I TARGET- 596.000 0.48 2.94 0.00 464.00 1397. 1902. 343. 462.50 0.060 0.0 442.00 3921.00 0 0.0 596.00 4517.00 1/0~/85 6. 1572 PAGE HEC2 RELEASE DATED NOV 76 UPDATED MAR 1982 ERROR CORR - 01, 02, 03, 04, 05 MODIFICATION - 50, 51, 52, 53, 54, 55 THIS RUN EXECUTED 1/09/85 6.1624 NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST J1354. LID. PROP21 SUMMARY PRINTOUT TABLE 150 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG IOK*S 18440.000 O. 0 0.0 0.0 431.40 20000.00 450.60 0,0 450.68 10.70 18440.000 O. 0 0.0 0.0 431.40 20000.00 451.60 0.0 451.65 5.28 19330.000 890. O0 0.0 0.0 431.70 20000.00 450.82 0.0 450.96 2.46 19330.000 890. O0 0.0 0.0 431.70 20000.00 451.72 0.0 451.82 1.73 19930.000 600. O0 0.0 0.0 432.00 20000.00 450.91 0.0 451.14 2.34 19930.000 &O0. O0 0.0 0.0 432.00 20000.00 451.77 0.0 451.97 1.88 21560.000 1450. O0 0.0 0.0 432.70 20000.00 451.24 0.0 451.57 3.22 21560.000 1450. O0 0.0 0.0 432.70 20000.00 452.03 0.0 452.33 2.78 2~370.000 800. O0 0.0 0.0 433.04 20600.00 451.31 0.0 452.13 9.37 22370.000 800. O0 0.0 0.0 433.04 20600.00 452.08 0.0 452.81 7.89 23800.000 700. O0 0.0 0.0 433.43 20600.00 452.02 0.0 452.76 8.44 23800.000 700.00 0.0 0.0 433.43 20600.00 45~.64 0.0 453.35 7.59 24700.000 750. O0 0.0 0.0 433.79 20600.00 452.66 0.0 453.37 8.06 24700.000 730. O0 0.0 0.0 433.79 20600.00 453.23 0.0 453.92 7.48 25530.000 700. O0 0.0 0.0 434.13 20600.00 453.30 0.0 453.91 7.05 25530.000 700. O0 0.0 0.0 434.13 20600.00 453.76 0.0 454.44 7.23 26830.000 1230 O0 0.0 0.0 434.74 20600.00 454.42 0.0 455.03 12. 17 26830.000 1230 O0 0.0 0 0 434 74 20600.00 454.88 0.0 435.99 12.04 28080.000 ~00. O0 0.0 0.0 433.18 20600.00 455.55 0.0 456.07 9.88 28080.000 900 O0 0.0 0.0 435. 18 20600.00 456.06 0.0 456.38 9.02 28870.000 610 O0 0.0 0.0 435.50 21300.00 456.09 0.0 456.83 11.01 20870.000 610. O0 0.0 0.0 435.50 21300.00 456.39 0.0 457.23 9.49 VCH AREA .01K 3.83 103~6.77 6114.87 2.88 12561.97 870&.~7 3.80 11696.58 12758.46 3.29 12568.16 15203.18 4.04 6680.35 13066.85 3.73 7025.98 14597.99 4.57 4378.43 11137.70 4.35 4600.56 11994.01 7.28 2848.25 6731.25 6.88 3030.06 7333.80 6.97 3337.21 7088.90 6. BO 3065.26 7476.12 6.83 3439.47 7254.07 6.69 3081.78 7533.36 6.44 4464.89 7760.63 6.60 3119.20 7662,32 7.48 4123.29 5904.49 7.54 3239.25 5937.09 6.87 4314.51 6554.18 6.66 4012.95 6860.33 4.88 3637.25 6419.23 4.&4 4146.67 6912.72 1/09/~5 6. 1572 PAGE SECNO XLCH ELTRD ELLC ELMIN 29610.000 650.00 0.0 0.0 435.83 2~610.000 - 650. O0 0.0 0.0 435.83 30570.000 900, O0 0.0 0.0 436.23 30570.000 900. O0 0.0 0.0 436.23 31230.000 620.00 0.0 0.0 436.55 31230.000 620. O0 0.0 0.0 436.55 32150,000 920. O0 0.0 0.0 437,00 32150.000 920.00 0.0 0.0 437.00 32200.000 50. O0 465.00 463.00 437.00 32200000 50.00 465.00 463.00 437.00 32230.000 50.00 465.00 463,00 437.00 32230.000 50.00 465.00 463.00 437.00 32250.000 50.00 0.0 0.0 437.00 32250.000 50.00 0.0 0.0 437.00 32780.000 530, O0 0.0 0.0 437,60 3~780.000 530. O0 0.0 0,0 437,60 34130.000 1350.00 0.0 0,0 437.00 34130000 1350.00 0.0 0,0 437.00 35170.000 1040.00 0.0 0.0 438,30 35170.000 1040.00 0.0 0..0 438.30 36970,000 180000 0.0 0.0 440.00 36970.000 1800.00 O.O 0.0 440.00 39440.000 2470.00 0.0 0,0 442.00 39440.000 2470.00 0.0 0.0 442.00 21300.00 21300.00 21300.00 21300.00 21300.00 21300.00 21300.00 21300.00 21300.00 21300.00 21300.00 21300.00 21300.00 21300.00 14900.00 14900.00 14900.00 14900.00 14~00.00 14~00.00 14900.00 14900.00 15600.00 15600.00 CWSEL 456.~7 457.33 457.81 458.08 458. 52 458. 79 458.87 45~.08 459. 53 45~.33 459. 54 459.30 460.97 461,01 461. 58 462.33 461.98 462,78 465.35 465.70 467.81 468.64 CRIWS 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 EO 457.54 457.86 458.44 458.71 459.02 459.26 460.27 460.44 460.39 460.56 460.40 460.57 460,44 460.63 461.13 461.62 461.67 462.43 462. 56 463.15 465.66 466.18 468.22 469.12 IOK*S 9.48 8. 59 10.14 9.73 7.88 7.29 14.82 14.28 2.12 2.03 2.12 2.03 20. 57 20.12 14.90 3.44 3.20 23. 54 16. 28 13.41 17.80 8. 73 8.98 VCH AREA .01½ 6.98 3915.98 6919.50 6.74 4154.39 7269.04 7.23 3687.34 6687.83 7.15 3677.22 6829.96 5.84 4410.95 7586.16 5.69 4478.90 7887.05 9.84 2841.88 5532.95 9.71 2831.35 5635.79 8.41 3037.78 14623.54 8.28 3105.20 14931.96 8.41 3041.26 14639.32 8.27 3108.56 14947.49 9.11 32~2.34 4696.69 9.05 3155.28 4748.34 4.27 8279.83 6177.21 6.85 3507.62 3860.60 2.84 9103.53 8033.66 2.87 7553.00 8330.52 6.10 2443.90 3070.93 5.04 3423.04 3692.95 5.34 4167.49 4068.79 6.27 3392.32 3532.01 5.99 4505.97 5278.91 6.28 3799.74 5206.71 i' 1/07/I) 5 ~5. 157;2 LID. PRDP21 SUMHARY PRINTOUT TABLE 150 SECNO G CWSEL 18440.000 20000.00 450.60 18440.000 20000.00 451.60 19330.000 20000,00 450,$2 19330.000 20000.00 451.72 19930.000 ~0000.00 450.91 19930.000 20000.00 451.77 21560.000 20000.00 451.24 21560.000 20000.00 452.03 2~370.000 20600.00 451.31 22370.000 20600.00 452.08 23800.000 20600.00 452.02 23800.000 20600.00 452.64 24700.000 20600.00 452.66 24700.000 20600.00 453.23 25530.000 20600.00 453.30 25530.000 20600.00 453.76 26830.000 20600.00 454.42 26830.000 20600.00 454.88 28080.000 20600,00 455.55 28080.000 20600.00 456.06 28870,000 21300.00 456.09 28870.000 2lJO0. O0 456.59 29610.000 2i300.00 456.~7 2~10.000 21300.00 457.33 30570.000' 2130000 457.31 30570.000 21300.00 433,08 31230.000 21300.00 458.5~ 31230.000 21300.00 458.7~ 3~150.000 ~L300.00 458.87 32150.000 ~1300.00 459.08 32200.000 21300,00 459,32 3~200.000 21300.00 459.53 DIFWSP DIFWSX DIFKWS TOPWID XLCH 0.0 0,0 0.0 3940.55 0.0 1.00 0.0 1,00 3135.30 0.0 0.0 0.22 0.0 3195.59 890.00 0.90 0.12 0.90 2230.09 890.00 0.0 0.09 0.0 1437.86 600.00 0.86 0.05 0.8~ 978.93 &O0. O0 0.0 0.33 0.0 327.39 1450.00 0.79 0.26 0.79 29~. 12 1450.00 0.0 0,06 0.0 234.73 800.00 0.77 0.04 0.77 237.04 800.00 0.0 0,71 0.0 &30.&2 "' 700.00 0.62 0.56 0.62 250.00 700.00 0.0 0.64 0.0 754.~8 750.00 0.56 0.5~ 0.56 238.31 750.00 0.0 0.64 0.0 1703,44 700.00 0.4~ 0.54 0.46 217.79 700.00 0.0 1. 13 0.0 1~35.25 0.45 1.12 0.45 414.99 1250.00 0.0 1.13 0.0 1889.88 900.00 0.51 1.19 0.51 733.26 900.00 0,0 0.54 0.0 877.78 610.00 0.51 0.53 0.51 1163.81 610.00 0.0 0.88 0.0 1147.05 65000 0.37 0.74 0.37 881.79 ~50.00 0,0 0.84 0.0 534.60 ~00.00 0.~8 0 73 0.28 559.16 900.00 0 0 0,72 0.0 834.13 620.00 0.26 0.71 0.27 730.40 ~20.00 0.0 034 0.0 802.70 ~20.00 0.21 0.~9 0.21 753.44 920.00 0,0 0 45 0.0 317.7~ 50.00 0.21 0.45 0.21 319.23 50.00 PAQE .(' 1/047/35 &. ! 572 PAinE 27 SECNO Q CWSEL 32230.000 21300.00 454.33 3~30.000 -21300.00 459.54 3~50.000 21300.00 459.30 3~50.000 21300.00 459.49 3~780.000 14700.00 460.97 32780.000 14g00.00 461.01 34130.000 14900.00 461.58 34130.000 14900.00 462,33 35170.000 14900,00 461.98 35170.000 14900.00 46~.78 36970.000 14900.00 465.35 36970.000 14900.00 465.70 37440.000 15600.00 467.81 39440.000 15600.00 468.64 DIFWSP DIFWSX DIF~WS TOPWID ×LCH 0.0 0.01 0.0 317.87 50.00 0.21 0.01 0.21 319.30 50,00 0.0 -0.03 0.0 ~99.33 50.00 0.19 -0.05 0.19 827. 1~ 50.00 0.0 1,68 0.0 3457.80 530.00 0.03 1.52 0.03 1263.42 530.00 0.0 0.60 0.0 3724.13 1350.00 0.75 1.32 0.75 1944.99 1350.00 0.0 0.41 0.0 320.62 1040.00 0.80 0.45 0.80 773.14 1040.00 0.0 3.37 0.0 955.23 1800.00 0.3~ 2.9~ 0.35 778.35 1800.00 0.0 ~.46 0.0 929.38 2470.00 0.83 2.94 0.83 596.00 2470.00